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HomeMy WebLinkAboutPermit D19-0171 - SHASTA BEVERAGES - GLYCOL ROOMSHASTA BEVERAGES, INC -GLYCOL ROOM 1227 ANDOVER PARK E Apn: 3523049072 FINALED 02/10/2021 D19-0171 Parcel No: Address: Project Name: 0 ��^�xx °�� Tukwila �^U�� ��x oK�m^�m�oa epartment of Community Development 63OOSouthcenterBoulevard, Suite #1D8 Tukwila, Washington 9A188 Phone:2U6'4]1']67D Inspection Request Line: 2O6'438'93SO Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3523049072 Permit Number: D19-0I7I 1237ANDOVERPARK 2 Issue Date: Permit Expires On: SHASTA BEVERAGES, INC - GLYCOL ROOM 2/7/020 8/5/ZU2U Owner: Name: NATIONAL BEVERAGE CORP Address: 8I00SVV10TH3TSTE4000, PLANTATION, WA, 33324 Contact Person: Name: Address Contractor: Name: Address: License No: Lender: Name: Address: 1916 8ONA|R DR SW, 5EATTLE, VV4, 98116 AFFIDAVIT 'NE|UOHNSON ''' SHASTABEVERAGES, INC 12Z7ANDOV[RPARK E'TUKVV|U\ WA, 98188 Phone: Expiration Date: DESCRIPTION OF WORK: CONSTRUCT NEW CMU ENCLOSED ROOM FOR GLYCOL AND AMMONIA TANKS WITHIN THE EXISTING PLANT FACILITY PER PLANS Project Valuation: $59\000.00 Type ofFire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: U|B Electrical Service Provided by: TUKWILA Fees Collected: $3,522.34 Occupancy per IBC: F'I Water District: TUKVV|LA Sewer District: TUKVV|LA Current Codes adopted bythe City ofTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 20152015 2015 2015 National Electrical Code: VVACities Electrical Code: VVAC296-468: Code: ublic Works Activities: ChannpUzudon/5hpinO: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hau|inQ/OvensizeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: O Fill: 8 Number: O No Permit Center Authorized Signature: — I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not eresume to give authority to violate or cancel the provisions of any other state orlocal laws regulating cugstr,,fdunorthe performance ofwork. |vmauthorized tosign and obtain this development permit and � * e enditions attached to this permit, Signature: Print Name: y.' This permit shall become null and void if the work is not commenced within 180 days for th--e date of issuance,or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: The special inspections and verifications for concrete construction shall be as required byIBC Chapter l7, Tab|e170S3. 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done byaWashington Association o/Building Official Certified welder. 5: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building Inspection. The special inspector shall furnish inspection reports to the Building Official in atimely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall besubmitted tothe Building Official. The final inspection report shall beprepared bythe approved special inspection agency and shall be submitted to the Building Official prior to and as a condition uffinal inspection approval. Q: Structural Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, tothe best ofthe structural observer's knowledge, have not been resolved. 9: Notify the City ofTukwila Building Division prior toplacing any concrete. This procedure isinaddition tu any requirements for special inspection. IU: Masonry construction shall bespecial inspected. II: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements-, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based onsatisfactory completion ofthis requirement. 12: VALIDITY OFPERMIT: The issuance orgranting ofapermit shall not beconstrued tobeapermit for, oran approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances ufthe City ufTukwila shall not bpvalid. The issuance ofapermit based mnconstruction documents and other data shall not prevent the Building Official from requiring the correction oferrors in the construction documents and other data. ]l: The project must meet the requirements identified inthe Basset Mechanical Shasta Refrigeration Compliance Audit report dated December 3, 2019 and the Shasta Audit Review Status Report dated January 14'2UZU.Afire final inspection shall confirm and verify compliance 15: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated atone extinguisher for each l'SOOsq. ft. ofarea. The eminOuisher(s)should beofthe "All Purpose" (JA,4OB:[)dry chemical type. Travel distance toany fire extinguisher must be75'orless. (|FC 9063)(NFPA10'6.4) 13: 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 of travel. (|F[9O6.5) 14: Fire extinguishers require monthly and yearly inspections. They must have atag orlabel securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall beemptied and subjected tothe applicable recharge procedures. if the required monthly and yearly inspections ofthe fire extinguisher(s) are not accomplished orthe inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 16: Maintain fire extinguisher coverage throughout. 17: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (|F[ 1010.1.9) 18: Dead bolts are not allowed onauxiliary exit doors unless the dead bolt bautomatically retracted when the door handle isengaged from inside the tenant space. (|FCChapter 1O) 19: Exit hardware and marking shall meet the requirements mf the International Fire Code, (|F[Chapter lD) 20: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 1lof the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist tooperate. (|F[1010l9.1) 24: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building isaltered, remodeled oradded to, Alterations tofire protection systems shall bedone inaccordance with applicable standards. (|FC9OI.4) 22: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPAI]'8.6.53.3) 21: All new sprinkler systems and all modifications toexisting sprinkler systems shall have fire department review and approval ofdrawings prior toinstallation ormodification. 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 tosubmittal tothe Tukwila Fire Prevention Bureau. Nosprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 25: Afire alarm system isrequired for this project. The fire alarm system shall meet the requirements of Nf.P.A.72and City Ordinance #2437. 26: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. Nowork shall commence until afire department permit has been obtained. (City Ordinance #Z437)(|FC9U1.2) 27: 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) 28: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 29: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth inTable No. DO3.11ofthe International Building Code. 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #Z436and #2437) 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (20G)43D'935O 1700 BU|L0NGF|NAL** 1400 FIRE FINAL 0201 FOOTING 4037 8-[AST-|N'PLACE 4000 S|'CDN[RETE[ON3T 4046 8'EP0XY/EXPCON[ 4022 S|'PNASOmRY 4034 S|-METALPLATE [ONN 4028 8'RE|NFSTEEL-VVELD 4039 5|'5E|SK8|CRE5T|ST 4026 S|-STRU[TSTEEL 4004 S|-WELDING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. lq (9(71 Project No. Date Application Accepted- —)1Lf9' Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 1227 Andover Park East Tenant Name: Shasta Beverage, Inc 1,64601r/1 PROPERTY OWNER Name: Shasta Beverage Inc Address: 1227 Andover Park East City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: David Kehle Address: 1916 Bonair Dr SW City: Seattle State: WA Zip: 98116 Phone: 206-433-8997 Fax: Email: dkehle@dkehlearch.com 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: LJ Yes L6 ..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 Engineering Inc Engineer Name: Richard Plump Address: 914 E 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 Beverage, Inc Address: City: State: Zip: H: \ ApplicationsWorms-Applications On Line \ 2011 ApplicationsTemit Application Revised - 8-9-I1.docx Revised: August 2011 bit Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 59,000 Existing Building Valuation: $ 1.3 Million Describe the scope of work (please provide detailed information): Construct new CMU enclosed room for Glycol and Ammonia tanks within the existing plant facility per plans Will there be new rack storage? Yes O.. 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 l' Floor 1 07649 1,189 0 0 III-B F 1 2na Floor 3,317 0 0 III-B S1 3'd 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. 0 *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Puking Stalls Provided: Standard: 49 Compact: Handicap: 2 Will there be a change in use? 0 ..... .. Yes [2] No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: SprinklersAutomatic Fire Alarm 0 .......None Ej Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 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. H:Upplicatiore1Forms-Applications On Line12011 ApplicationsWermit Application Revised - 8-9-11.docit Revised: August 2011 bb Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW ED AGENT: Signature: Date: 05/28/2019 Print Name: David Kehle Mailing Address: 1916 Bonair Dr SW Day Telephone: 206-433-8997 Seattle WA 98116 City State Zip HAApplicationstforms-Applicetions On Line12011 Applications Application Revised - 8-9-11.docs Revised: August 2011 bb Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT I QUANTITY PAID Per itTRAK $5,803.30 D19-0171 Address: 1227 ANDOVER PARK E Apn: 3523049072 $2,585.75 DEVELOPMENT $2,475.72 PERMIT FEE R000.322,100,00,00 0,00 $1,100.21 WASHINGTON STATE SURCHARGE B640.237,114 0,00 $25.00 STRUCTURAL CONSULTANT R000.345.830.01.00 0.00 50.30 PERMIT FEE R000.322,100,00.00 0.00 ,100,21 TECHNOLOGY FEE $110.03 TECHNOLOGY FEE R000.322.900.04.00 0.00 $110.03 EL19-0449 Address: 1227 ANDOVER PARK E Apn: 3523049072 $548.11 ELECTRICAL $527.03 PERMIT FEE MULTI-FAM/COMM R000.322. 01.00.00 0.00 542162 PLAN CHECK FEE R000.345.832.00.00 0.00 5105.41 TECHNOLOGY FEE 521.08 TECHNOLOGY FEE R000.322.900.04.00 0.00 521.08 M19-0086 Address: 1227 ANDOVER PARK E Apn: 3523049072 $1,394.27 MECHANICAL $L327.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 533.15 PERMIT FEE R000.322.100.00.00 0.00 51,294.73 TECHNOLOGY FEE $66.39 TECHNOLOGY FEE R000.322.900.04.00 0.00 566.39 M19-0087 Address: 1227 ANDOVER PARK E Apn: 3523049072 $503.93 MECHANICAL $479.93 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $446.78 TECHNOLOGY FEE $24,00 TECHNOLOGY FEE R000. 22.900.04,00 0.00 $24.00 M19-0088 Address: 1227 ANDOVER PARK E Apn: 3523049072 $203.00 MECHANICAL5193.33 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 533.15 PERMIT FEE R000.322.100.00.00 0,00 $160.18 TECHNOLOGY FEE $9.67 TECHNOLOGY FEE R000.322.900.04.00 0.00 $9.67 Date Paid: Thursday, July 25, 2019 Paid By: SHASTA BEVERAGES, INC Pay Method: CHECK 602062 Printed: Thursday, July 25, 2019 10:10 AM 1 of 2 Receipt Number DESCRIPTIONS 1 ACCOUNT I QUANTITY PAID PermitTRAK $5,803.30 M19-0089 Address: 1227 ANDOVER PARK E Apn: 3523049072 $428.59 MECHANICAL $408.18 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0,00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $37s,03 TECHNOLOGY FEE S20.41 TECHNOLOGY FEE R000.322.900.04.00 0.00 $20.41 PG19-0075 Address: 1227 ANDOVER PARK E Apn: 3523049072 $139.65 PLUMBING $133.00 PERMIT FEE R000.322.100.00.00 0.00 $98.00 PERMIT ISSUANCE BASE FEE R000.322.100,00.00 0.00 $35.00 TECHNOLOGY FEE $6,65 TECHNOLOGY FEE R000.322.900.04.00 TOTAL FEES PAID BY RECEIPT: R18190 0.00 $6.65 $5,803.30 Date Paid: Thursday, July 25, 2019 Paid By: SHASTA BEVERAGES, INC Pay Method: CHECK 602062 Printed: Thursday, July 25, 2019 10:10 AM 2 of 2 CPYIKYSTEMS Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS I PermitTRAK ACCOUNT 1 QUANTITY PAID $2,092.33 D19-0171 Address: 1227 ANDOVER PARK E Apn: 3523049072 736.59 Credit Card Fee $21.45 Credit Card Fee R000.369.908.00.00 0.00 $21.45 DEVELOPMENT $715.14 PLAN CHECK FEE R000.345.8 0.00.00 0.00 $715.14 E119-0449 Address 1227 ANDOVER PARK E Apn: 3523049072 $701,09 Credit Card Fee $20.42 Credit Card Fee R000.369.908.00.00 0.00 20.42 ELECTRICAL $680,67 PLAN CHECK FEE R000.345.832,00,00 0.00 $680,67 M19-0086 Address: 1227 ANDOVER PARK E Apn: 3523049072 341.93 Credit Card Fee $9.96 Credit Card Fee R000,369.908.00.00 0.00 $9.96 MECHANICAL 1.97 PLAN CHECK FEE R000.322.102.00.00 0.00 $331.97 M19-0087 Address: 1227 ANDOVER PARK E Apn: 3523049072 $123.58 Credit Card Fee $3.60 Credit Card Fee R000.369.90 . 0.00 0.00 $3.60 MECHANICAL $119.98 PLAN CHECK FEE R000.322.102.00.00 0.00 $119.98 M19-0088 Address: 1227 ANDOVER PARK E Apn: 3523049072 $49.78 Credit Card Fee S1.45 Credit Card Fee R000. 9.90 .00.00 0.00 $1,45 MECHANICAL $48,33 PLAN CHECK FEE R000. 22.102.00.00 0.00 $48.33 M19-0089 Address: 1227 ANDOVER PARK E Apn: 3523049072 $105.11 Credit Card Fee $3.06 Credit Card Fee R000369.908.00.00 0.00 $3.06 MECHANICAL $102.05 PLAN CHECK FEE R000.322.102.00.00 0.00 $102.05 Date Paid: Wednesday, May 29, 2019 Paid By: NICHOLAS HEATON Pay Method: CREDIT CARD 029702 Printed: Wednesday, May 29, 2019 2:29 PM 1 of 2 Y5 E Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $2,092.33 PG19-0075 Address: 1227 ANDOVER PARK E Apn: 3523049072 $34.25 Credit Card Fee $1.00 Credit Card Fee R000.369.908.00.00 0.00 $1.00 PLUMBING $33.25 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R17750 R000.322.103.00.00 0.00 $33.25 $2,092.33 Date Paid: Wednesday, May 29, 2019 Paid By: NICHOLAS HEATON Pay Method: CREDIT CARD 029702 Printed: Wednesday, May 29, 2019 2:29 PM 2 of 2 SYSTEMS 0 CO CITY OF TUKWIL4 Dote: 85/29/2819 02:27:59 PM CREDIT CARD SALE VISA CARD NUMBER: *^***+**~9037 K TRAN AMOUNT: $2'092.33 APPROVAL [D: 029782 RECORD #: 080 CLERK ID: Bill Thank you! Customer Copy Permit Inspections City of Tukwila Permit Number: D19-0171 Applied: 5/29/2019 Approved: 2/7/2020 Issued: 2/7/2020 Finaled: 2/10/2021 Status: FINALED Parent Permit: Parent Project: Details: Description: SHASTA BEVERAGES, INC - GLYCOL ROOM Site Address: 1227 ANDOVER PARK E City, State Zip Code:TUKWILA, WA 98188 Applicant: SHASTA BEVERAGES, INC - GLYCOL ROOM Owner: NATIONAL BEVERAGE CORP Contractor: AFFIDAVIT - NEIL JOHNSON CONSTRUCT NEW CMU ENCLOSED ROOM FOR GLYCOL AND AMMONIA TANKS WITHIN THE EXISTING PLANT FACILITY PER PLANS ay INSPECTIONS SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS SI-CONCRETE CONST Bill Centen Notes: FOOTING Lee Sipe Notes: 2/19/2020 AM 2/19/2020 FOOTING Lee Sipe PARTIAL APPROVAL #1 Notes: P/A Footing F2 footing 3'-4" X 3'-9" X 2depth (X8). 1/25/2021 PM 1/21/2021 SI-MASONRY Lee Sipe APPROVED 470-589-0132 - Neil Johnson Notes: 2/8/2021 2/8/2021 FIRE ALARM AARON JOHNSON APPROVED Notes: Fire Alarm approved. 2/8/2021 2/8/2021 SPRINKLER COVER AARON JOHNSON APPROVED Notes: Cover approved. 2/8/2021 2/8/2021 SPRINKLERS AARON JOHNSON APPROVED Notes: Sprinkler final approved. 2/8/2021 2/8/2021 FIRE FINAL AARON JOHNSON APPROVED Notes: Fire Final approved. Requested report copy from Bassett Mechanical on the Ammonia -Glycol. Printed: Friday, 17 September, 2021 1 of2 FL SUPERION Permit Inspections City of Tukwila 2/10/2021 AM 2/10/2021 BUILDING FINAL** Lee Sipe 1 APPROVED 1 Tony Hass 253-208-9287 Notes: Printed: Friday, 17 September, 2021 2 of 2 rk SUPERION OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction inspection & Materials TestIn Job Number: 19-0191f Project: Shasta - Ammonia Room Address: 1227 Andover Park East, Tukwila Inspector(s): Dan Gray Description/Location: Concrete placed at footings for pipe rack. Reinforcing steel and anchor bolts ve Reber Verified: Yes 2/19/2020 Dan Gray (Grade 60) Placement Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Miles 0360050 NA NA NA 20 Pump Yes Required Strength: 4000 psi @ 28 days Sampling and Testing Data • Time ASTM C172,C31 Made Cast Samples: 1-4 10:10 am Design ® Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water fibs or gal): Admixtures (specify): cubic Water` '..Slump Yards; Added G 1+43 9.50 10 gal. 6" Mfg: Cascade Actual J Batch Weigh? 566# Type: I/II 1580# 1550# 3/8" 308# Air% C 231 NA% 63°F Conc.Temp C.1004`: CONCRETE REPORT Report Number: RC390272 Permit Number: D19-0171 Client: Shasta Beverages Inc. Address: 1227 Andover Park East, Tukwila Date: 02/19/2020 led prior to pour. /Cubic Yard Slag (lbs): Ambient Truck Ticket Temp' Ni)- No 42°F 006 23594 Weather: Sunny Date Samples Picked Up: 2/20/2020 Slump Range: NA Air % Range: NA Initial Curing Method: ASTM c31. Exclude C31-12.1.6 Initial Curing Temp: ASTM C31. Exclude c31-10.1.2 Comments REINFORCING/PLACEMENT: Conforms: ® Does Not Conform: 0 COMPRESSIVE TEST RESULTS Specimen Number Test Field Age Date Cure (Days) Size (in.) 1 02/262020 2 03/18/2020 3 03/18/2020 4 03/18/2020 • = Discarded Area Weight Max Load Strength (Sq.ln.) (Lbs.) (Lbs.) (psi) 7 4 x 8 12.5 8.5 47,350 3790 28 4 x 8 12.5 8.5 66,820 5350 28 4 x 8 12.5 8.5 64,460 5160 28 4 x 8 12.5 8.5 63,600 5090 Tested in general accordance to: ASTMC39 Q ASTMCBI7 ❑ Copies to: © Client © Engineer D Batch Plant © Owner ❑ Contractor 0 Others ® Architect © Building Dept A.STMC1231 ❑ Technical Responsibility: Fracture Type (other than cone) 5 5 5 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 Job Number: 19-0191f CONCRETE REPORT Report Number. RC390272 Permit Number: D19-0171 Project: Shasta - Ammonia Room Address: 1227 Andover Park East, Tukwila Inspector(s): Dan Gray Description/Location: Concrete placed at footings for pipe rack. Reinforcing steel and anchor bolts verified prior to pour. Rebar Verified: Yes 2/19/2020 Dan Gray (Grade 60) Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: 20 Placed Via: Pump Consolidated: Yes Required Strength: 4000 psi @ 28 days Sampling and Testing Data Time ASTM C 172, C 31 Made Cast Samples: 1-4 10:10 am Placement Data Miles 0360050 NA NA NA Client: Shasta Beverages Inc. Address: 1227 Andover Park East, Tukwila Date: 02/19/2020 Design Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water fibs or gal): 308# Admixtures (specify): Cubic Yards 9.50 10 gal. 6" Water Slump' Added .: C 143 Mfg: Cascade Actual ❑ 566# Type: I/11 1580# 1550# 3/8" Batch Weights/Cubic Yard Slag (lbs): Air %; . Conc Temp, Ambient Truck', Ticket C 231 C 1064: Temp' No. Na. NA% 63°F 42°F 006 23594 Weather: Sunny Date Samples Picked Up: 2/20/2020 Slump Range: NA Air % Range: NA Initial Curing Method: ASTM C31, E:xdude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude C31-10.1.2 Comments REINFORCING/PLACEMENT: Conforms:IS?) Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Field ,Age Size Date Cure (Days) (in.) Area Weight. (Sq.ln.) (Lbs.) Max Load (Lbs.) Strength Fracture Type (psi) (other than cone) 1 02/26/2020 7 4x8 12.5 8.5 * = Discarded Tested in general accordance to: ASTMC39 ® ASTMC617 ❑ Copies to: © Client © Engineer ® Batch Plant Owner ❑ Contractor ❑ Others Q Architect (] Building Dept 47,350 3790 5 ASTMC1231 ❑ 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 flrm 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.. Job Number: 19-0191f Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Report Number: RC390272 Permit Number: D19-0171 Project: Shasta - Ammonia Room Address: 1227 Andover Park East, Tukwila Inspector(s): Dan Gray Description/Location: Concrete piaced at footings for pipe rac Reber Verified: Yes 2/19/2020 Dan Gray (Grade 60) Placerhent Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Miles 0360050 NA NA NA 20 Pump Yes Required Strength: 4000 psi @ 28 days Sampling and Testing Data Time ASTM C 172, C 31 Made. Cast Samples: 1-4 10:10 am Design ent (Ibs/type): Fine Agg. (Ibs): Coarse Agg. (Ibs/size): Coarse Agg. (Ibs/size): Coarse Agg. (Ibs/size): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): Cubic Yards 9.50 Client: Shasta Beverages Inc. Address: 1227 Andover Park East, Tukwila Date: 02/19/2020 Reinforcing steel and anchor bolt Mfg: Cascade ❑ Batch Type: 1580# 1550# 3/8" 308# verified prior o pour. /Cublb Yard Slag (Ibs): Slump - Alr %, CortcTemp, Ambient Truck Added C 143 C 231 C 1064- Temp No. 10 gal. Ticket No. 6" NA% 63°F 42°F 006 23594 Weather: Sunny Date Samples Picked Up: 2/20/2020 Slump Range: NA Air % Range: NA Initial Curing Method: Asrlul c31. Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude C31-10.1.2 Comments REINFORCING/PLACEMENT: Conforms: © Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Field ;Age Size Date Cure (Days) (in.) 1 02/26/2020 7 4x8 Area Weight Max Load Strength (Sq.ln.) (Lbs.) (Lbs.) (psi) 12.5 8.5 47,350 3790 • = Discarded Tested in general accordance to: ASTMC39 ® ASTMC617 ❑ Copies to: ® Client ® Engineer © Batch Plant © Owner ❑ Contractor © Others Architect 0 Building Dept ASTMC1231 ❑ Technical Responsibility: Fracture Type (other than cone) 5 Isaac RLtoff, 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) 7254600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-62-04 (Rev 09/06) Page 1 of 1 Creating Customers for Life' January 14, 2020 Al Metzler City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite #209 Tukwila, WA 98188 Subject: Shasta Audit Compliance Review Status Dear Mr. Metzler, REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 7 2020 City of Tukwila BUILDING DIVISION REG WED If OF RAMA JAN 14 2020 PERiViff CEiVagl We have reviewed the updated Plump Engineering Shasta Glycol Cooling drawings dated 12/20/19 delta 6 and the KHS refrigeration contractor drawings dated 6/7/2019(including pg. 2 rev. 7/24/19) and the subcontract requirements as a follow up to the on -site audit that was performed November 5th and 6th 2019. The audit items were previously submitted to you in the audit report dated December 3, 2019. The audit report dated December 3rd was used as a template for this code compliance review status report following your directions. The findings are noted below. I have been requested and plan on being part of the Process Hazard Analysis (PHA) that will be performed by Bassett Mechanical, KHS, Shasta management and the appropriate Shasta staff. The PHA will be performed prior to the system charging and start-up process. I believe that the Glycol Cooling System drawings and the refrigeration subcontractor scope of supply to be compliant with the IMC, IFC and IIAR- 2. The completed installation and appropriate as -built documentation will also be reviewed by Bassett Mechanical Engineering and me prior to the start-up. The system as you are aware would also require you and your department's approvals prior to the charging and start-up. I would be happy to answer any questions you or your staff have about this review and any subsequent questions that may come up during the construction and commissioning process. Spill, Mitigation and Release Safeguards 011 5.15 Emergency Shutdown Documentation. It shall be the duty of the person in charge of the premises at which the refrigeration system is installed to provide directions for the emergency CORRECTION shutdown of the system at a location that is readily accessible to LTR# trained refrigeration system staff and trained emergency responders. Schematic drawings or signage shall include the following: 1. Instructions with details and steps for shutting down the system in an emergency. KAUKAUNA (HQ) MILWAUKEE 1215 Hyland Ave W136 N4•829 Campbell Of Kaukauna, WI 54130 Menomonee F06, WI! 53051 920,759,2500 414.536.3b00 MADISON WAUSAU 4017 OM Creek Dr. 4403 State 8 Stewart Ave. Madi$Qa, WI 59718 Wu. -•au, WI 54401 608.838,8362 715,298.2921 iso99oi GIRT! lEp Www BassettMechanical corn Creating Customers for Life", 2. The name and telephone numbers of the refrigeration operating, maintenance, and management staff, emergency responders, and safety personnel. 3. The names and telephone numbers of all corporate, local, state, and federal agencies to be contacted as required in the event of a reportable incident. 4. Quantity of ammonia in the system. 5. Type and quantity of refrigerant oil in the system. 6. Field test pressures applied. Findings and Status: Emergency Shutdown Documentation, placarding and pressure testing has been confirmed to be part of the KHS (refrigeration installation contractor) scope of supply. The emergency shutdown documents are under development and will be completed prior to system charging and startup as per IIAR-2 and OSHA requirements. A door placard will indicate the appropriate information as required per IIAR-2 items 2-5. Pressure test reports will follow required procedures as indicated in IIAR-5 Standard for Start-up and Commissioning of Closed -Circuit Ammonia Refrigeration Systems. 5.14 Signage, Labels, Pipe Marking, and Wind Indicators 5.14.1 Machinery Room Signage. Machinery room signage shall comply with Section 6.15. 5.14.2 *NFPA 704 Placards. Buildings and facilities with refrigeration systems shall be provided with placards in accordance with NFPA 704. For equipment located outdoors, the placard shall display the following degrees of hazard: Health-3, Flammability-1, Instability-O. For equipment located indoors, the placard shall display the following degrees of hazard: Health-3, Flammability- 3, Instability-O. 5.14.2 Machinery Labels. Refrigeration machinery shall be provided with labels. 5.14.4 Emergency Shutdown Valve Identification and Tagging. Valves required for emergency shutdown of the system shall be clearly and uniquely identified at the valve itself and in the system schematic drawings. Findings and Status: Refrigeration System Signage, labels, pipe markings and the wind indicator are a confirmed part of the KHS scope of supply. Labels are noted on the refrigeration drawings. The valves will be appropriately tagged prior to system charging and startup as per IIAR-2 and OSHA requirements. The wind indicator will be located as per PHA team direction. Crewing Customers far Lif 6.2 Construction. Machinery rooms shall be constructed in accordance with the building code and the requirements of this section. 6.2.1 Separation and Fire Protection. The machinery room shall be separated from the remainder of the building by tight -fitting construction with a one -hour fire -resistance rating. Doors shall comply with Section 6.10. EXCEPTION: The one -hour fire -resistance rating shall not be required where the machinery room is equipped with an automatic fire sprinkler system. Tight -fitting construction must still be provided. Please note: The room is sprinkled. Tight fitting construction must be provided. Findings and Status: The Glycol Cooling Room includes fire sprinklers, negating 1-hour rating requirement. Please See notes #2 and #3 on Plump Drawing sheet A100 for IIAR-2 specifications for doors. The drawings include tight fitting construction requirement see Plump note sheet A100 for IIAR-2 specifications for doors. 6.3.3 Access to Valves 6.3.3.1 *Manually operated valves that are inaccessible from floor level shall be operable from portable platforms, fixed platforms, ladders, or shall be chain operated. 6.3.3.2 Manually operated isolation valves identified as being part of the system emergency shutdown procedure shall be directly operable from the floor or chain operated from a permanent work surface. Emergency valve identification shall comply with Section 5.14.3. Findings and Status: The valves will be accessible as per KHS. 6.3.4 Restricted Access. Access to a machinery room shall be restricted to authorized personnel. Signage on machinery room doors shall comply with Section 6.15. Croatirg Cuotorrnrs for Lffe' Please note: Valves that are currently installed are accessible. Proper signage that is compliant with 6.3.3.1 and 6.3.4 must be present before commissioning and start-up. Standard operating procedures need to indicate what valves will be used for emergency shut down. The valves must also be tagged. Finding: Access will be limited to trained personal as per Shasta. Door placarding will be in place prior to charging and start-up. 6.6 Piping 6.6.2 Pipe Penetrations. Pipes penetrating the machinery room separation shall be sealed to the walls, ceiling, or floor through which they pass in accordance with Section 6.2.1. Where Section 6.2.1 requires that the separation have a fire rating, pipe penetrations shall be fire stopped in accordance with the Building Code. Finding and Status: Please see Plump construction drawing note #2 on sheet P101 and detail #2 on sheet P101 requires proper sealing. Room will be sealed prior to charging and startup. 6.6.3 Pipe Marking. Piping shall be marked as required by Section 5.14.5. Finding and Status: Refrigeration pipe markings are confirmed to be part of the KHS scope of supply. Pipe markings are also noted on the refrigeration drawings. The piping will be appropriately tagged prior to system charging and startup. 6.7 Eyewash/Safety Shower 6.7.1 General. Each machinery room shall have access to a minimum of one eyewash/safety shower unit which shall be located inside the machinery room. A minimum of one eyewash/safety shower unit shall be located outside of the machinery room. Eyewash/safety shower units shall meet the requirements in Section 6.7.3 6.7.2 Path of Travel. The path of travel within the machinery room to at least one eyewash/safety shower unit shall be unobstructed and shall not include intervening doors. Additional eyewash/safety shower units shall be installed such that the path of travel in the machinery room is no more than 55 ft. to an eyewash/safety shower unit. The path of travel to at least one eyewash/safety shower unit located outside of the machinery room shall be within 55 ft. of the principal Creating Customers for LifeTv machinery door. The path of travel shall be unobstructed and shall not include intervening doors. 6.7.3 Installation Standard. Emergency eyewash/safety shower unit installations shall comply with ANSI/ISEA Z358.1. Please note that two eye wash/safety showers need to be in -place prior to the charging and start-up of the glycol system. Finding and status: Two stations to be provided. Eyewash/shower station locations and travel distance are specified on Plump Engineering keynote #12 sheet A100. See updated plumbing fixture schedule on sheet P100 and updated floor plan on sheet P101. The IIAR-2 eye/wash shower requirements are met on the drawings. 6.8 Electrical Safety 6.8.1 Hazardous (Classified) Locations. Machinery rooms shall be designated as Unclassified Locations, as described in the Electrical Code, where the machinery room is provided with emergency ventilation in accordance with Section 6.14.7 and ammonia detection in accordance with Section 6.13. Finding and Status: The room is classified as an Unclassified location electrically as per IIAR-2. The ventilation system will be provided with independent power circuit as shown on power plan. Plump Engineering Drawing sheet E101, is clouded with delta 6, and is in accordance with IIAR-2 Section 6.14.7 and the ammonia detection in accordance with IIAR-2 Section 6.13. 6.8.2 Design Documents. Electrical design documents shall indicate whether the machinery room is designated as an Unclassified Location or as a Hazardous (Classified) Location. Where the machinery room is designated as a Hazardous (Classified) Location, the Class, Division, and Group of the electrical classification, as required by the Electrical Code, shall be indicated in the documentation. Finding and Status: Refer to revised Plump Drawing sheet E101, for emergency power circuit ventilations, and sheet E102 for additional panel and inverter for emergency circuit, clouded with delta 6. 6.9 Drains 6.9.1 General. Floor drains shall be provided to dispose of wastewater. Creating Customers for Lee' 6.9.2 Contaminant Control. Where a drainage system is not designed for handling oil, secondary coolants, or other liquids that might be spilled, a means shall be provided to prevent such substances from entering the drainage system. 6.9.3 Control of Ammonia Spills. A means shall be provided to limit the spread of a liquid ammonia spill into the machinery room drainage system. NOTE: The drawings and installation need to indicate a squeeze -in type drain stop. The squeeze -in needs to remain in the drain unless removed temporarily for an operator for clean-up of water off the floor. Squeeze in plugs must be installed into the drain system and remain in the drains. The drains can be removed for water removal and returned after maintenance. Finding and Status: Please see Plump Engineering construction drawing note #1 on sheet P101 it notes squeeze in drain stops. 6.10.2 Door Features. Machinery room doors shall be self - closing and tight fitting. Doors that are part of the means of egress shall be equipped with panic hardware and shall be side hinged to swing in the direction of egress for occupants leaving the machinery room. Where the machinery room is not provided with fire sprinklers, doors communicating with the building interior shall be 1-hour fire rated. Doors to the outdoors shall be fire rated where required by the Building Code based on the fire rating required for exterior wall openings, Please note that the doors need to be installed as per IlAR-2 paragraph 6.10.2 Finding and Status: Please see notes #1-3 on drawing A100. Existing doors swing in direction of egress, include closers and panic hardware, and are tight fitting. Room is equipped with fire sprinklers. Exterior door is >30' to property line and does not require a fire rating in accordance with the 2015 IBC 705.8 as per Plump Consultants PE. 6.12 Emergency Control Switches 6.12.1 Emergency Stop Switch. A clearly identified emergency shut- off switch with a tamper- resistant cover shall be located outside and adjacent to the designated principal machinery room door. Creating Customers for Vol" The switch shall provide off -only control of refrigerant compressors, refrigerant pumps, and normally closed automatic refrigerant valves located in the machinery room. The function of the switch shall be clearly marked by signage near the controls. 6.12.2 Emergency Ventilation Control Switch. A clearly identified control switch for emergency ventilation with a tamper -resistant cover shall be located outside the machinery room and adjacent to the designated principal machinery room door. The switch shall provide "ON/ AUTO" override capability for emergency ventilation. The function of the switch shall be clearly marked by signage near the controls. Please note that the ventilation control as described above need to be indicated on the drawings and in place prior to start-up of the glycol system. Finding and Status: Indicated and referred to in the Plump Drawing Legend and Mechanical Floor Plans on sheet M101 for locations of the emergency stop switches and ventilation control switches. Please see Plump Engineering drawing sheet E101 for power to switches. 6.13 Ammonia Detection and Alarm 6.13.1 General. Machinery rooms shall be provided with ammonia detection and alarm in accordance with Sections 17.2-17.6 and the following features: 1. At least one ammonia detector shall be provided in the room or area. 2. The detector shall activate an alarm that reports to a monitored location so that corrective action can be taken at an indicated concentration of 25 ppm or higher. 3. Audible and visual alarms shall be provided inside the room to wam that access to the room is restricted to authorized personnel and emergency responders when the alarm has activated. Additional audible and visual alarms shall be located outside of each entrance to the machinery room. Finding and Status: Indicated in the Plump Drawing Legend and Mechanical Floor Plan on sheet M101. Creating Customers tor Oa mi 6.13.2 Alarm Response 6.13.2.1 Detection of ammonia concentrations less than 25 ppm requires no alarm. 6.13.2.2 Detection of ammonia concentrations equal to or exceeding 25 ppm shall activate visual indicators and audible alarms as specified in Section 6.13.1. The visual indicator and audible alarm shall be permitted to automatically reset if the ammonia concentration drops below 25 ppm. 6.13.2.3 *Detection of ammonia concentrations equal to or exceeding 150 ppm (1/2 IDLH) shall activate visual indicators and an audible alarm and shall activate emergency ventilation, where required, in accordance with Section 6.14.7. Once activated, emergency ventilation shall continue to operate until manually reset by a switch located in the machinery room. 6.13.2.4 *Detection of ammonia concentrations that exceed a detector's upper detection limit or 40,000 ppm (25% LFL), whichever is lower, shall activate visual indicators and an audible alarm and shall activate emergency ventilation, where required, in accordance with Section 6.14.7. Once activated, emergency ventilation shall continue to operate until manually reset by a switch located in the machinery room. In addition, the following equipment in the machinery room shall be automatically de -energized: 1. Refrigerant compressors, 2. Refrigerant pumps, and 3. Normally closed automatic refrigerant valves that are not part of an emergency control system. Please note that the ammonia detection system and alarm requirements as described above need to be indicated on the drawings and in place prior to start-up of the glycol system. The emergency ventilation system will also start at a level of 150 ppm vs. 1000 ppm as indicated in the IMC. Finding and Status: Indicated in the Plump Drawing General Notes on sheet M101. CouatiN Customers for Lifelu 6.14 Ventilation 6.14.1 *Ventilation for Occupants. In occupied conditions, outdoor air shall be provided at a rate of not less than 0.5 cfm/ft2 (0.0025 m3/s • m2) of machinery room area or 20 cfm (0,009 m3/s) per occupant, whichever is greater. 6.14.2 General Exhaust and Air Conditioning Equipment. Machinery room exhaust fans and air conditioning equipment that is not intended for exhausting ammonia vapor shall be -energized, and fan dampers, where provided, shall close upon detection of ammonia in accordance with Section 6.13.2.2. 6.14.3 Exhaust Ventilation. Machinery rooms shall be vented to the outdoors by means of a mechanical exhaust ventilation system, 6.14.3.1 Mechanical exhaust ventilation systems shall be automatically activated by ammonia leak detection in accordance with Section 6.13 or temperature sensors and shall be manually operable. 6.14.3.3 *Machinery room exhaust shall vent to the outdoors no fewer than 20 ft. (6 m) from a property line or openings into buildings. 6.14.3.4 Machinery room exhaust shall discharge vertically upward with a minimum discharge velocity of 2,500 ft/min (762 m/min) at the required emergency ventilation flow rate. 6.14.3.5 Machinery room exhaust fans, regardless of function, shall be equipped with non -sparking blades. 6.14.3.7 *Emergency exhaust fan motors located in the air stream or inside the machinery room shall be of the totally enclosed type. Fan motors meeting this requirement are not required to be listed for use in hazardous (classified) locations. Finding and Status: Indicated in Plump Drawing note #1 and #3 on Minimum Ventilation Calculation Requirements on sheet M100 and to the Mechanical Floor Plan on sheet M101. Creating Customers for LrfoTM 6.14.5 Inlet Air 6.14.5.1 Outdoor make-up air shall be provided to replace air being exhausted and shall maintain negative pressure in the machinery room, not to exceed 0.25 in. (6.4 mm) water column relative to the adjacent areas with a machinery room door, including the outdoors. 6.14.5.6 Motorized louvers or dampers, where utilized, shall fail to the open position upon loss of power. Finding and Status: Indicated in Plump Drawing note #4 on Minimum Ventilation Calculation Requirements on Plump Drawing Sheet M100 and to the Mechanical Floor Plan on sheet M101. 6.14.6 Temperature Control Ventilation 6.14.6.1 *Temperature control mechanical ventilation design capacity shall be the volume required to limit the room dry bulb temperature to 104°F (40°C), taking into account the ambient heating effect of machinery in the room and with the make-up air entering the room at a 1% design dry bulb temperature. The emergency ventilation system shall be permitted to be used to supplement temperature control ventilation, and vice versa. 6.14.6.3 Temperature control mechanical ventilation shall be continuous or shall be activated by both of the following: 1. A thermostat measuring space temperature. 2. A manual control switch provided in accordance with Section 6.12.2, where temperature control ventilation is designed to contribute to emergency ventilation. Finding and Status: Indicated in Plump Drawing note #2 on Minimum Ventilation Calculation Requirements on sheet M100 and to the Mechanical Floor Plan on sheet M101. Creating Customer's for Lifon' 6.14.7 Emergency Ventilation 6.14.7.1 *Emergency mechanical ventilation systems shall provide not less than 30 air changes per hour based on the gross machinery room volume. The emergency ventilation system shall be permitted to include temperature control ventilation fans that meet the requirements of Section 6.14.3.7 and Section 6.14.6.3, item 2. EXCEPTION: Where approved, emergency mechanical ventilation shall not be required for a limited -charge refrigeration system that will not yield an ammonia concentration exceeding 40,000 ppm in the machinery room following a release of the entire charge from the largest independent refrigerant circuit, based on the volume calculation determined in accordance with Section 5.3. The designer shall provide a copy of the calculations to be retained at the site. 6.14.7.2 6.14.7.3 6.14.7.4 Emergency mechanical ventilation shall be activated by both of the following: 1. Ammonia leak detection complying with Section 6.13. 2. A manual control switch provided in accordance with Section 6.12.2. Emergency ventilation shall be powered independently of the equipment within the machinery room and shall continue to operate regardless of whether emergency shutdown controls for the machinery room have been activated. A monitored location shall be notified upon loss of power to or failure of the emergency mechanical ventilation system. Please note that the glycol room is required to be ventilated at the following minimum rates as per IIAR-2. • Occupancy ventilation: 610.5 cfm. • Temperature control ventilation: 8,462 cfm. • Emergency ventilation: 14,652 cfm. Creating Customers for Lifen" Please note: To make the system compliant, the emergency ventilation fan needs to be replaced with an up -blast fan to meet the above requirements. The drawings need to indicate the occupancy, temperature control and the emergency fans. The inlet air must be provided to insure that the .25" static is not exceeded when the ventilation system is in operation. Finding and Status: Indicated on Plump Drawing Minimum Ventilation Calculation Requirements on sheet M100 and to the Mechanical Floor Plan on sheet M101. The plans call for an emergency exhaust ventilation system that meets the IIAR-2 minimum requirements. The ventilation system as depicted is compliant. 6.15 Signage. Signage shall be provided in accordance with this section. 6.15.1 *NFPA 704 Placards. Buildings and facilities with refrigeration systems shall be provided with placards accordance with NFPA 704 and the Mechanical Code. 6.15.2 Alarm Signage. Alarm signage shall be provided in accordance with Section 17.6. 6.15.3 Restricted Access Signage. Each machinery room entrance door shall be marked with a permanent sign to indicate that only authorized personnel are permitted to enter the room, 6.15.4 Emergency Control Switch Signage. Signage shall be provided near the emergency stop and emergency ventilation control switches as described in Section 6.12 Please note that the signage must be in place prior to the start-up. Finding and Status: NFPA 704 placard details and locations are specified on Plump Engineering keynote #11 drawing sheet A100. Alarm signage Locations and details provided; see keynote #13 sheet A100. Restricted access signage locations and details provided; see keynote #15 sheet A100. Emergency control switch signage locations and details provided; see keynote #14 and #16 sheet A100. 15.6 Equipment and Piping Hydrostatic Overpressure Protection 15.6.1 *Protection Required. Protection against overpressure due to thermal hydrostatic expansion of trapped liquid ammonia shall be provided for equipment and piping sections that can C;rsattr, Customers for Life"" be isolated and can trap liquid ammonia in an isolated section in any of the following situations: 1. Automatically during normal operation. z. Automatically during shutdown by any means, including alarm or power failure. 3. During planned isolation for standby or seasonal conditions. 4. Due to an equipment or device fault. EXCEPTION: If trapping of liquid with subsequent thermal hydrostatic expansion is only possible during maintenance or service operations, engineering or administrative controls, or both, shall be permitted as the means of relieving or preventing overpressure. Please note that SOPs must be written prior to start-up. Finding and Status: Trapping of liquid refrigerant and subsequent thermal hydrostatic expansion is only possible during maintenance and service operations. Therefore engineering and maintenance controls will be documented and in place prior to system charging and startup as per IIAR-2. Documentation is a confirmed part of the KHS scope of supply. 16.1.3 Operating Parameter Monitoring. Instruments and controls shall be provided to indicate operating parameters of the refrigeration system and equipment and provide the ability to control the starting, stopping, and operation of the system or equipment manually or automatically. Finding and Status: Instrumentation and Controls monitoring is part of KHS's scope. Emergency Fan loss of flow and power, and leak detection will be monitored 2417 as per IIAR-2 requirements. 16.1.4 Documentation. The function, sequence, and operating design parameters of each provided control shall be obtained or documented. The owner or operator shall maintain such documentation in a location that is accessible at the site. 16.1.5 *Monitoring of an Ammonia Release During a Power Failure. A means shall be provided for monitoring the Creatir9 Customers for Lite"' concentration of an ammonia release in the event of a power failure. Finding and Status: Please see finding for 16.1.3 above. 16.1.6 *Restricted Access to Safety Settings. Changing of safety settings shall be limited to authorized personnel only, Changing of system operational settings shall not permit or affect changes to safety settings. Finding: Access to Glycol Room and Controls are to be accessed by authorized personal only. 16.1.7 Electrical Control Systems. Electrical control systems shall comply with the Electrical Code. Please note the documentation must be in -place as described above must be in place prior to the system start-up. Monitoring an ammonia release during a release may be provided by the use of a hand-held monitor. The monitor must be on site prior to system charging and start-up. Documentation is required for standard operating procedures as per IIAR-7 prior to start-up and operation of the glycol system. Finding: Plump Engineering drawings indicate required compliance with 2016 National Electrical Code. An ammonia release monitor will be on site prior to the system charging and start-up. 16.3 *Electric and Pneumatic Sensor Controls. Sensing devices that initiate control pulses or signals for refrigeration systems shall comply with this section. 16.3.1 Design. Sensing devices that initiate control pulses or signals shall have a design pressure that is not less than the design pressure required by Section 5.5. In addition, the sensing devices shall be in accordance with one or more of the following: i.. Complies with the ultimate strength requirement in Section 16.1.7. 2. Has a documented successful performance history for devices in comparable service conditions. 3. Uses a performance -based pressure -containment design substantiated by either proof tests as Creating Customers for Life"' described in ASME B&PVC, Section VIII, Division 1, Section UG-1O1, or an experimental stress analysis. 4. s listed individually or as part of an assembly or a system. 16.3.2 Equipment Identification. Manufacturers producing electrical or pneumatic controls shall provide the following minimum nameplate data: 1. Manufacturer's name. z Manufacturer's serial number, where applicable. 3. Manufacturer's model number. 4 Electric supply: volts, full load amps, frequency (Hz), phase, where applicable. 5. Pneumatic system: control range: maximum supply air pressure, minimum supply air pressure, required ACFM, where applicable. 6. Flow direction, where applicable. 7 Any special characteristics of a control device shall be noted either on the name tag or in the accompanying literature. Please provide documentation that indicates that the controls meet the above IIAR-2 requirements. Finding and Status: KHS to provide as part of Process Safety Information prior to start-up as applicable. Ammonia Detection 17.2 Power for Detectors and Alarms. The power supply for the ammonia detectors and alarms shall be a dedicated branch circuit. In the event of a loss of power on other circuits or an emergency shutdown of refrigeration equipment, the ammonia detection and alarm system shall remain on. In the event of a loss of power to the ammonia detection and alarm system, a Creating Customers for Life TV' power failure trouble signal shall be sent to a monitored location. Finding and Status: Plump Drawings sheet E101& E102 indicate added receptacles for low voltages devices, clouded with delta 6. KHS controls to comply with IIAR-2. 17.3 Testing 17.3.1 Schedule. A schedule for testing ammonia detectors and alarms shall be established based on manufacturers' recommendations, unless modified based on documented experience. 17.3.2 Minimum Test Frequency. Where manufacturers' recommendations are not provided, ammonia detectors and alarms shall be tested at least annually. Please note that the inspection, testing and maintenance must be compliant with IIAR- 6. Finding and Status: Refrigeration drawings indicate requirement for compliance with IIAR-6 regarding required testing, inspection and maintenance. 17.5 *Alarms. The audible alarms providing notification shall provide a sound pressure level of 15 decibels (dBA) above the average ambient sound level and 5 dBA above the maximum sound level of the area in which it is installed. Finding and Status: KHS to provide prior to start-up. 17.6 Signage. Ammonia leak detection alarrns shall be identified by signage adjacent to visual and audible alarm devices. 17.7.3 Level 3 Ammonia Detection and AlarmLevel 3 ammonia detection and alarm shall have the following features: 1. At least one ammonia detector shall be provided in the room or area. Creating Customers for LifTM 2. The detector shall activate an alarm that reports to a monitored location so that corrective action can be taken at an indicated concentration of 25 ppm or higher. 3. Audible and visual alarms shall be provided inside the room to warn that, when the alarm has activated, access to the room is restricted to authorized personnel and emergency responders. For machinery rooms, additional audible and visual alarms shall be located outside of each entrance to the machinery room. 4. Upon activation of the alarm, control valves feeding liquid and hot gas to equipment in the affected area shall be closed. Refrigerant pumps, nonemergency fans, or other motors that are part of the ammonia refrigeration equipment in the room shall be de -energized. 5. Upon activation of the alarm, emergency exhaust systems, where required, shall be activated. Please provide documentation to confirm that the above IIAR-2 requirements are met prior to system start-up. Finding and Status: Audible and visual alarm devices are indicated in the Plump Engineering drawings keynote #13, sheet A100 with details and locations. Finding and Status Summary: Respond to all items indicated on the letter dated November 6th, 2109 o Dave Kehle to forward to Al Metzler current Plump Engineering and KHS drawings and specifications referenced above. Provide Emergency Shutdown Documentation o KHS to provide prior to glycol system charging and start-up Provide and install machinery room signage, valve and pipe labels and placards o KHS to provide prior to glycol system charging and start-up Glycol Room needs to be tight fitting including doors Gating Customers for LIG' o Indicated in Plump Engineering Drawings • Properly seal all glycol room penetrations o Indicated in Plump Engineering Drawings Install eye wash/showers as per ANSI/ISSEA Z358.1 o Indicated in Plump Engineering Drawings • Indicate electrical classification on electrical drawings o Indicated in Plump Engineering Drawings • Install floor drain plugs for spill containment o Indicated in Plump Engineering Drawings • Install ON/AUTO Emergency Ventilation Control Switch o Indicated in Plump Engineering Drawings • Install proper ammonia detection and alarm system o Indicated in Plump Engineering Drawings • Install proper Emergency Exhaust Up -blast Fan o Indicated in Plump Engineering Drawings • Ensure that there is adequate intake air o Indicated in Plump Engineering Drawings • Install Glycol Room Ambient Temperature Controls o Indicated in Plump Engineering Drawings • Develop Standard Operating Procedures o KHS to provide prior to glycol system charging and start-up • Install Restricted Access Signage o Indicated in Plump Engineering Drawings • Install Emergency Control Switch Signage o Indicated in Plump Engineering Drawings Creating Customers for Life"' • Conduct Pre -Startup Safety Review o KHS and Bassett Mechanical to provide prior to charging and start-up • Develop operating parameter documentation o KHS to provide prior to glycol system charging and start-up • Means to monitor ammonia concentration during a power failure o Shasta to provide prior to glycol system charging and start-up • Confirm sensing devices comply with IIAR-2 o KHS to provide prior to glycol system charging and start-up • Follow IIAR-6 Inspection, Testing and Maintenance Standard for all glycol cooling equipment and safety systems o KHS to provide prior to glycol system charging and start-up o Shasta to provide maintenance following start-up • Develop risk management program including off site release model as per OSHA and EPA requirements o KHS to provide prior to glycol system charging and start-up The Shasta Facility requests your approval to continue work with the understanding that your final approval is required prior to charging and start-up of the system. Respectfully submitted, Dave Schaefer, PE h,712-0 2-c) Creattn g Customers for LAM December 3, 2019 Al Metzler City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite #209 Tukwila, WA 98188 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 7 2020 City of Tukwila BUILDING DIVISION Shasta Refrigeration Compliance Audit RECEIVED CITY OF TUKWILA JAN 14 2020 PER67 CENTER The Glycol Room must meet the International Fire Code Section 606. The Glycol Room must also meet the International Mechanical Code Chapter 11. Both Codes reference compliance based the International Institute of Ammonia Refrigeration Standards IIAR-2 and IIAR-7 for ammonia refrigeration systems. An on -site audit was conducted by Dave Schaefer, PE on November 5th and 6th, 2019. The system installation is currently partially complete. Building construction drawings were also reviewed for code compliance. The IIAR-2 standard defines the minimum design and safety requirements for the components, safeties and installation for an ammonia refrigeration system. The IIAR-7 standard defines minimum standard operating procedure requirements. The equipment in the glycol room was also inspected. Proper equipment identification plates are required to include the following information; manufacturers name, model number and serial number, year of manufacture, design pressure, and temperatures as applicable as per IIAR-2. The equipment inspected included the plate and shell heat exchanger, compressors, ASME surge drum, condenser and the ASME high pressure receiver. The equipment is appropriately tagged with the proper identification. The equipment is also commonly used for the ammonia refrigeration systems. The pipe Mill Test Reports were reviewed and the pipe is appropriate for service. The valves selected and installed on site are appropriate for use as per the BAR-3 Valve Standard. The welder's continuity certificates were reviewed and are current. CORRECTION LTR# z +215'r, jAw. rig.♦; 4(11 7 t)14 C ' tl9017l 4403 1,4. El Arc y..• J� 715.24'4.7J2i t.,:s"d4:.6seltA)ieG1F-:niCL:m LrJ It -- Quantity of Ammonia The system charge is expected to be approximately 3500 lbs. The system charge estimate is indicated on the KHS/Ba.ssett Mechanical drawing 18815-PID sheet 5 of 14. The initial charge estimate is based on the equipment manufacturers data and the actual charge may vary somewhat. The final charge to be indicated on the door signage as required by IIAR-2. The refrigeration oil charge will also be indicated on the machinery room signage. Ammonia will not be stored in the engine room. The ammonia will be used as the refrigerant charge in the closed circuit refrigeration system. The following items listed under Spill. Mitivation and Release SafeL'uards must be shown on the drawing and/or documentation provided to verify compliance with IIAR-2 System Design and Safety Standard and HAR-7 Standard for Operating Procedures as per the !MC 606.12.1 . Further the following must also be followed: • IIAR-3 Standard for Valves • IIAR-4 Standard for Installation of Ammonia Refrigeration Systems • IIAR-5 Standard for Start-up of Ammonia Refrigeration Systems • IIAR-6 Standard for Inspection. Testing and Maintenance of Ammonia Refrigeration Systems Spill, Mitigation and Release Safeguards 5.15 Emergency Shutdown Documentation. It shall be the duty of the person in charge of thepremises at which the refrigeration system is installed to provide directions for the emergency shutdown of the system at a location that is readily accessible to trained refrigeration system staff and trained emergency responders. Schematic drawings or signage shall include the following: 1. Instructions with details and steps for shutting down the system in an emergency. 2. The name and telephone numbers of the refrigeration operating, maintenance, and management staff, emergency responders, and safety personnel. 3. The names and telephone numbers of all corporate, local, state, and federal agencies to be contacted as required in the event of a reportable incident. 4. Quantity of ammonia in the system. 5. Type and quantity of refrigerant oil in the system. 6. Field test pressures applied, 5.14 Signage, Labels, Pipe Marking, and Wind Indicators 5.14.1 Machinery Room Signage. Machinery room signage shall comply with Section 6.15. 5.14.2 *NFPA 704 Placards. Buildings and facilities with refrigeration systems shall be provided with placards in accordance with NFPA 704. For equipment located outdoors, the placard shall display the following degrees of hazard. Health-3, Flammability-1, Instability-0. For equipment located indoors, the placard shall display the following degrees of hazard: Health-3, Flammability-3, Instability-O. 5.14.2 Machinery Labels. Refrigeration machinery shall be provided with labels. 5.14.4 Emergency Shutdown Valve identification and Tagging. Valves required for emergency shutdown of the system shall be clearly and uniquely identified at the valve itself and in the system schematic drawings. 6.2 Construction. Machinery rooms shall be constructed in accordance with the building code and the requirements of this section. 6.2.1 Separation and Fire Protection. The machinery room shall be separated from the remainder of the building by tight -fitting construction with a one -hour fire -resistance rating. Doors shall comply with Section 6.10. EXCEPTION: The one -hour fire -resistance rating shall not be required where the machinery room is equipped with an automatic fire sprinkler system. Tight -fitting construction must still be provided. Please note: The room is sprinkled. Tight fitting construction must be provided. 63.3 Access to Valves 6.3,3.1 *Manually operated valves that are inaccessible from floor level shall be operable from portable platforms, fixed platforms, ladders, or shall be chain operated. 6.3.3.2 Manually operated isolation valves identified as being part of the system emergency shutdown procedure shall be directly operable from the floor or chain operated from a permanent work surface. Emergency valve identification shall comply with Section 5.14.3. 6.3.4 Restricted Access. Access to a machinery room shall be restricted to authorized personnel. Signage on machinery room doors shall comply with Section 6.15. Please note: Valves that are currently installed are accessible. Proper signage that is compliant with 6.3.3.1 and 6.3.4 must be present before commissioning and start-up. Standard operating procedures need to indicate what valves will be used for emergency shut down. The valves must also be tagged. 6.6 Piping 6.6.2 Pipe Penetrations. Pipes penetrating the machinery room separation shall be sealed to the walls, ceiling, or floor through which they pass in accordance with Section 6.2.1. Where Section 6.2.1 requires that the separation have a fire rating, pipe penetrations shall be fire stopped in accordance with the Building Code. 6.6.3 Pipe Marking. Piping shall be marked as reqwred by Section 5.14.5. Please note: Prior to start-up that all wall and ceiling penetrations must be sealed as per IIAR-2. 6.7 Eyewash/Safety Shower 6.7.1 General. Each machinery room shall have access to a minimum of one eyewash/safety shower unit which shall be located inside the machinery room. A minimum of one eyewash/safety shower unit shall be located outside of the machinery room. Eyewash/safety shower units shall meet the requirements in Section 6.7.3 6.7.2 Path of Travel. The path of travel within the machinery room to at least one eyewash/safety shower unit shall be unobstructed and shall not include intervening doors. Additional eyewash/safety shower units shall be installed such that the path of travel in the machinery room is no more than 55 ft. to an eyewash/safety shower unit. The path of travel to at least one eyewash/safety shower unit located outside of the machinery room shall be within 55 ft. of the principal machinery door. The path of travel shall be unobstructed and shall not include intervening doors. 6.7.3 Installation Standard. Emergency eyewash/safety shower unit installations shall comply with ANSI/ISEA Z358.1. Please note that two eye wash/safety showers need to be in -place prior to the charging and start-up of the glycol system. 6.8 Electrical Safety 6.8.1 Hazardous (Classified) Locations. Machinery rooms shall be designated as Unclassified Locations, as described in the Electrical Code, where the machinery room is provided with emergency ventilation in accordance with Section 6.14.7 and ammonia detection in accordance with Section 6.13. 6.8.2 Design Documents. Electrical design documents shall indicate whether the machinery room is designated as an Unclassified Location or as a Hazardous (Classified) Location. Where the machinery room is designated as a Hazardous (Classified) Location, the Class, Division, and Group of the electrical classification, as required by the Electrical Code, shall be indicated in the documentation. C. Cu to*L. 6.9 Drains 6.9.1 General. Floor drains shall be provided to dispose of wastewater. 6.9.2 Contaminant Control. Where a drainage system is not designed for handling oil, secondary coolants, or other liquids that might be spilled, a means shall be provided to prevent such substances from entering the drainage system. 6.9.3 Control of Ammonia Spills. A means shall be provided to limit the spread of a liquid ammonia spill into the machinery room drainage system. NOTE: The drawings and installation need to indicate a squeeze -in type drain stop. The squeeze -in needs to remain in the drain unless removed temporarily for an operator for clean-up of water off the floor. Squeeze in plugs must be installed into the drain system and remain in the drains. The drains can be removed for water removal and returned after maintenance. 6.10.2 Door Features. Machinery room doors shall be self -closing and tight fitting. Doors that are part of the means of egress shall be equipped with panic hardware and shall be side hinged to swing in the direction of egress for occupants leaving the machinery room. Where the machinery room is not provided with fire sprinlders, doors communicating with the building interior shall be 1-hour fire rated. Doors to the outdoors shall be fire rated where required by the Building Code based on the fire rating required for exterior wall openings. Please note that the doors need to be installed as per IIAR-2 paragraph 6.10.2 6.12 Emergency Control Switches 6.12.1 Emergency Stop Switch. A clearly identified emergency shut-off switch with a tamper- resistant cover shall be located outside and adjacent to the designated principal machinery room door. The switch shall provide off -only control of refrigerant compressors, refrigerant pumps, and normally closed automatic refrigerant valves located in the machinery room. The function of the switch shall be clearly marked by signage near the controls. Cr L • 6.12.2 Emergency Ventilation Control Switch. A clearly identified control switch for emergency ventilation with a tamper -resistant cover shall be located outside the machinery room and adjacent to the designated principal machinery room door. The switch shall provide "ON/ AUTO" override capability for emergency ventilation. The function of the switch shall be clearly marked by signage near the controls. Please note that the ventilation control as described above need to be indicated on the drawings and in place prior to start-up of the glycol system. 6.13 Ammonia Detection and Alarm 6.13.1 General. Machinery rooms shall be provided with ammonia detection and alarm in accordance with Sections 17.2-17.6 and the following features: 1. At least one ammonia detector shall be provided in the room or area. 2. The detector shall activate an alarm that reports to a monitored location so that corrective action can be taken at an indicated concentration of 25 ppm or higher. 3. Audible and visual alarms shall be provided inside the room to warn that access to the room is restricted to authorized personnel and emergency responders when the alarm has activated. Additional audible and visual alarms shall be located outside of each entrance to the machinery room. 6.13.2 Alarm Response 6.13.2.1 Detection of ammonia concentrations less than 25 ppm requires no alarm. 6.13.2.2 Detection of ammonia concentrations equal to or exceeding 25 ppm shall activate visual indicators and audible alarms as specified in Section 6.13.1. The visual indicator and audible alarm shall be permitted to automatically reset lithe ammonia concentration drops below 25 ppm. Crueim Civet 1.:W LP° 6.13.2.3 *Detection of ammonia concentrations equal to or exceeding 150 ppm (1/2 IDLH) shall activate visual indicators and an audible alarm and shall activate emergency ventilation, where required, in accordance with Section 6.14.7. Once activated, emergency ventilation shall continue to operate until manually reset by a switch located in the machinery room. 6.13.2.4 *Detection of ammonia concentrations that exceed a detector's upper detection limit or 40,000 ppm (25% LFL), whichever is lower, shall activate visual indicators and an audible alarm and shall activate emergency ventilation, where required, in accordance with Section 6.14.7 Once activated, emergency ventilation shall continue to operate until manually reset by a switch located in the machinery room. In addition, the following equipment in the machinery room shall be automatically de -energized: 1. Refrigerant compressors, 2. Refrigerant pumps, and 3. Normally closed automatic refrigerant valves that are not part of an emergency control system. Please note that the ammonia detection system and alarm requirements as described above need to be indicated on the drawings and in place prior to start-up of the glycol system. The emergency ventilation system will also start at a level of 150 ppm vs. 1000 pprn as indicated in the IMC. 6.14 Ventilation 6.14.1 *Ventilation for Occupants. In occupied conditions, outdoor air shall be provided at a rate of not less than 0.5 cfm/f12 (0.0025 m3/s • m2) of machinery room area or 20 cfm (0.009 m3/s) per occupant, whichever is greater. 6.14.2 General Exhaust and Air Conditioning Equipment. Machinery room exhaust fans and air conditioning equipment that is not intended for exhausting ammonia vapor shall be -energized, and fan dampers, where provided, shall close upon detection of ammonia in accordance with Section 6.13.2.2. 6.14.3 Exhaust Ventilation. Machinery rooms shall be vented to the outdoors by means of a mechanical exhaust ventilation system. 6.14.3.1 Mechanical exhaust ventilation systems shall be automatically activated by ammonia leak detection in accordance with Section 6.13 or temperature sensors and shall be manually operable. 6.14.3.3 *Machinery room exhaust shall vent to the outdoors no fewer than 20 ft. (6 m) from a property line or openings into buildings. 6.14.3.4 Machinery room exhaust shall discharge vertically upward with a minimum discharge velocity of 2,500 ft/min (762 m/min) at the required emergency ventilation flow rate. 6.14.3.5 Machinery room exhaust fans, regardless of function, shall be equipped with non -sparking blades. 6.14.3.7 *Emergency exhaust fan motors located in the air stream or inside the machinery room shall be of the totally enclosed type. Fan motors meeting this requirement are not required to be listed for use in hazardous (classified) locations. 6.14.5 Inlet Air 6.14.5.1 Outdoor make-up air shall be provided to replace air being exhausted and shall maintain negative pressure in the machinery room, not to exceed 0.25 in. (6.4 mm) water column relative to the adjacent areas with a machinery room door, including the outdoors. 6.14.5.6 Motorized louvers or dampers, where utilized, shall fail to the open position upon loss of power. 6.14.6 Temperature Control Ventilation 6.14.6.1 *Temperature control mechanical ventilation design capacity shall be the volume required to limit the room dry bulb temperature to 104°F (40°C), taking into account the ambient heating effect of machinery in the room and with the make-up air entering the room at a 1% design dry bulb temperature. The emergency ventilation C7E L63' system shall be permitted to be used to supplement temperature control ventilation, and vice versa, 6.14.6.3 Temperature control mechanical ventilation shall be continuous or shall be activated by both of the following: 1. A thermostat measuring space temperature. 2. A manual control switch provided in accordance with Section 6.12.2, where temperature control ventilation is designed to contribute to emergency ventilation. 6.14.7 Emergency Ventilation 6.14.7.1 *Emergency mechanical ventilation systems shall provide not less than 30 air changes per hour based on the gross machinery room volume. The emergency ventilation system shall be permitted to include temperature control ventilation fans that meet the requirements of Section 6.14.3.7 and Section 6.14.6.3, Item 2. EXCEPTION: Where approved, emergency mechanical ventilation shall not be required for a limited -charge refrigeration system that will not yield an ammonia concentration exceeding 40,000 ppm in the machinery room following a release of the entire charge from the largest independent refrigerant circuit, based on the volume calculation determined in accordance with Section 5.3. The designer shall provide a copy of the calculations to be retained at the site. 6.14.7.2 6.14.7.3 Emergency mechanical ventilation shall be activated by both of the following: 1. Ammonia leak detection complying with Section 6.13. 2. A manual control switch provided in accordance with Section 6.12.2. Emergency ventilation shall be powered independently of the equipment within the machinery room and shall continue to operate regardless of whether emergency shutdown controls for the machinery room have been activated. 6.14.7.4 A monitored location shall be notified upon loss of power to or failure of the emergency mechanical ventilation system. Please note that the glycol room is required to be ventilated at the following per R-2. • Occupancy ventilation: 610.5 cfm. • Temperature control ventilation: 8,462 cfm. • Emergency ventilation: 14,652 cfm. Please note: To make the system compliant, the emergency ventilation fan needs to be replaced with an up - blast fan to meet the above requirements. The drawings need to indicate the occupancy, temperature control and the emergency fans. The inlet air must be provided to insure that the .25" static is not exceeded when the ventilation system is in operation. 6.15 Signage. Signage shall be provided in accordance with this section. 6.15.1 *NFPA 704 Placards. Buildings and facilities with refrigeration systems shall be provided with placards accordance with NFPA 704 and the Mechanical Code. 6.15.2 Alarm Signage. Alarm signage shall be provided in accordance with Section 17.6. 6.15.3 Restricted Access Signage. Each machinery room entrance door shall be marked with a permanent sign to indicate that only authorized personnel are permitted to enter the room. 6.15.4 Emergency Control Switch Signage. Signage shall be provided near the emergency stop and emergency ventilation control switches as described in Section 6.12 Please note that the signage must be in place prior to the start-up. e'r ..iGt:�- 15.6 Equipment and Piping Hydrostatic Overpressure Protection 15.6.1 *Protection Required. Protection against overpressure clue to thermal hydrostatic expansion of trapped liquid ammonia shall be provided for equipment and piping sections that can be isolated and can trap liquid ammonia in an isolated section in any of the following situations: 1. Automatically during normal operation. 2. Automatically during shutdown by any means, including alarm or power failure. 3. During planned isolation for standby or seasonal conditions. 4. Due to an equipment or device fault. EXCEPTION: If trapping of liquid with subsequent thermal hydrostatic expansion is only possible during maintenance or service operations, engineering or administrative controls, or both, shall be permitted as the means of relieving or preventing overpressure. Please note that SOPs must be written prior to start-up. 16.1.3 Operating Parameter Monitoring. Instruments and controls shall be provided to indicate operating parameters of the refrigeration system and equipment and provide the ability to control the starting, stopping, and operation of the system or equipment manually or automatically. 16.1.4 Documentation. The function, sequence, and operating design parameters of each provided control shall be obtained or documented. The owner or operator shall maintain such documentation in a location that is accessible at the site. 16.1.5 *Monitoring of an Ammonia Release During a Power Failure. A means shall beprovided for monitoring the concentration of an ammonia release in the event of a power failure. 16.1.6 *Restricted Access to Safety Settings. Changing of safety settings shall be limited to authorized personnel only. Changing of system operational settings shall not permit or affect changes to safety settings. 16.1.7 Electrical Control Systems. Electrical control systems shall comply with the Electrical Code. Please note the documentation must be in -place as described above must be in place prior to the system start-up. Monitoring an ammonia release during a release may be provided by the use of a hand-held monitor. The monitor must be on site prior to system charging and start-up. Documentation is required for standard operating procedures as per HAR-7 prior to start-up and operation of the glycol system. 16.3 *Electric and Pneumatic Sensor Controls. Sensing devices that initiate control pulses or signals for refrigeration systems shall comply with this section. 16.3.1 Design. Sensing devices that initiate control pulses or signals shall have a design pressure that is not less than the design pressure required by Section 5.5. In addition, the sensing devices shall be in accordance with one or more of the following: 1. Complies with the ultimate strength requirement in Section 16.1.7. 2. Has a documented successful performance history for devices in comparable service conditions. 3. Uses a performance -based pressure -containment design substantiated by either proof tests as described in ASME B&PVC, Section VIII, Division 1, Section UG-101, or an experimental stress analysis. 4. Is listed individually or as part of an assembly or a system. 16.3.2 Equipment Identification. Manufacturers producing electrical or pneumatic controls shall provide the following minimum nameplate data: 1. Manufacturer's name. 2 Manufacturer's serial number, where applicable. 3. Manufacturer's model number. 4. Electric supply: volts, full load amps, frequency (Hz), phase, where applicable. s Pneumatic system: control range: maximum supply air pressure, minimum supply air pressure, required ACFM, where applicable. 6. Flow direction, where applicable. 7. Any special characteristics of a control device shall be noted either on the name tag or in the accompanying literature. Please provide documentation that indicates that the controls meet the above HAR-2 requirements. Ammonia Detection 17.2 Power for Detectors and Alarms. The power supply for the ammonia detectors and alarms shall be a dedicated branch circuit. In the event of a loss of power on other circuits or an emergency shutdown of refrigeration equipment, the ammonia detection and alarm system shall remain on. In the event of a loss of power to the ammonia detection and alarm system, a power failure trouble signal shall be sent to a monitored location. 17.3 Testing 17.3.1 Schedule. A schedule for testing ammonia detectors and alarms shall be established based on manufacturers' recommendations, unless modified based on documented experience. 17.3.2 Minimum Test Frequency. Where manufacturers' recommendations are not provided, ammonia detectors and alarms shall be tested at least annually. Please note that the inspection, testing and maintenance must be compliant with EAR-6. 7 'c• 17.5 *Alarms, The audible alarms providing notification shall provide a sound pressure level of 15 decibels (dBA) above the average ambient sound level and 5 dBA above the maximum sound level of the area in which it is installed. 17.6 Signage. Ammonia leak detection alarms shall be identified by signage adjacent to visual and audible alarm devices. 17.7.3 Level 3 Ammonia Detection and Alarm. Level 3 ammonia detection and alarm shall have the following features: 1. At least one ammonia detector shall be provided in the room or area. 2. The detector shall activate an alarm that reports to a monitored location so that corrective action can be taken at an indicated concentration of 25 ppm or higher. 3. Audible and visual alarms shall be provided inside the room to warn that, when the alarm has activated, access to the room is restricted to authorized personnel and emergency responders. For machinery rooms, additional audible and visual alarms shall be located outside of each entrance to the machinery room. 4. Upon activation of the alarm, control valves feeding liquid and hot gas to equipment in the affected area shall be closed. Refrigerant pumps, nonemergency fans, or other motors that are part of the airunonia refrigeration equipment in the room shall be de -energized. 5. Upon activation of the alarm, emergency exhaust systems, where required, shall be activated. Please provide documentation to confirm that the above IIAR-2 requirements are met prior to system start-up. Summary As mentioned above the Glycol room is partially complete. The drawings and submittals are required to include the recommendations above. Shasta has reviewed the audit information and plans on implementing the above requirements. Shasta will also have a technical expert on hand prior to start-up to conduct a pre - startup safety review (PSSR). Shasta will also submit information regarding the PE stamped piping supports that is requested in your letter dated November 6th, 2019 Action required: • Respond to all items indicated on the letter dated November 6th, 2109 • Provide Emergency Shutdown Documentation • Provide and install machinery room signage, valve and pipe labels and placards • Glycol Room needs to be tight fitting including doors • Properly seal all glycol room penetrations • Install eye wash/showers as per ANSI/ISSEA Z358.1 • Indicate electrical classification on electrical drawings • Install floor drain plugs for spill containment • Install ON/AUTO Emergency Ventilation Control Switch • Install proper ammonia detection and alarm system • Install proper Emergency Exhaust Up -blast Fan • Ensure that there is adequate intake air • Install Glycol Room Ambient Temperature Controls • Develop Standard Operating Procedures • Install Restricted Access Signage • Install Emergency Control Switch Signage • Conduct Pre -Startup Safety Review • Develop operating parameter documentation • Means to monitor ammonia concentration during a power failure • Confirm sensing devices comply with IIAR-2 • Follow IIAR-6 Inspection, Testing and Maintenance Standard for all glycol cooling equipment and safety systems • Develop risk management program including off site release model as per OSHA and EPA requirements y s Dave Schaefer, PE Envelope Summary ENV -SUM 2015 WSEC Compliance Fo Project Info Compliance forms do not require a password to use. instructional and calculating cells are write -protected. or Comm al Buildin in ding R2, R3, & R4 over 3 stories and ail RI tformaiion. Provide contact information for individual who can inquiries about compliance fomr information provided. Company Name: Company Address: 41.2, Applicant Name: ��it� plicant Phone plicant Email: Project Description '❑ New Building Occupancy Type Selection required to enable forma Envelope Compliance Path Selection required to enable foams. ❑ Addition Rev For Suitding Department U Alteration Jun 2016 All Commercial 0 Group R - All R1 and R2, R3, R4 over 3 stories 0 O Prescriptive O Component Performance 140 erib446 '% L IG Component Performance Calculation Type Selection required to enable ENV-UA and ENV-SHGC forms. O Standard O Change of Occupancy/Conditioning 145 Nut -15 ❑ Additional Efficiency Package Option - C406.8 Enhanced Envelope To comply, demonstrate building thermal envelope performance a 15% lower then the Target UA. Air Barrier Testing ❑ Air barrier testing per Section C402.5.1.2 included in project scope ❑ Additional Efficiency Package Option - C406.9 Reduced Air Infiltration To comply, demonstrate that measured air leakage of building envelope does not exceed 0.25 cfrrulP (air barrier surface area) under test pressure of 0.3 inch w.g. ❑ Air barrier testing not required 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 - REVIEWED FOR Total Vertical Fenestration (rough opening) Total S Gross Exterior Above Grade divided by Wall Area divided by f % Vertical times 100 equals Fenestration X 100 = for Roof times 100 equals % Skylight x 100 = CODE COMPLIANCE Fenestration A epprFg//once AUG 12 2019 Verticak Fenei Alternates.tauILD Vertical Fenestration Area Skylight NECEIVED ON a 3 2uig BHC Consultants ! 3ECEiVED CITY OF TUKWBL MAY 2 9 2019 $iP?ukwila NG DIVISION O High performance fenestration U-factors and SHGC per C402.4.1.3PERM O Dedicated outdoor air system per C402.4.1.4 and C403.6 Show 0 In buildings e 3 stones, 25% or more of NET floor area is in daylight zones per C402.4.1.1 areas and ft2 on project plans. O In buildings < 3 stories, 50% or more of CONDITIONED floor area is within daylight zones per C402.4.1.1 For Daylight Zone Area Calculations - a) Sidelight areas include primary + secondary daylght zone areas. b) Include overlapping toplight and sidelight daylight zone areas under Toplight. c) Refer to Chapter 2 for net floor area Daylight Zone Calculations Daylight Zone Fenestration Alternate Not Selected. No Calculations Required Sidelight Daylight Zone Area Toplight Daylight Zone Area Percent Daylight Zone Area Spaces in Single Story Building Requiring Skylights Code requires a minimum of 50% of the floor area to be within a skylight daylight zone for specific space tyres. 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 prevision. Space Area ( DLZ Area (ft2) SRR or Aperature Exception J Oar. At- Ctk /Gtrrr� Lighting Summary LGT-SUM Revised August 2016 015 WashingtonState EnergyCode Compliance Forms for Commercial Buildings includingR2, R3, R4 over 3 stories and all R1 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write- pmtected. Project T : Date . Applicant Information. Provide'n " for individual who can rspond to inquiries about compliance informatkn provided. For Building DepartmentUse . , 4- Company Na :109i JEq e e,_ Company Address:is ea. Apphcant Name jj Applicant Phone: 43-43 Applicant Email: Q 1btA Project Description 0 New Building 0 Addition 6 Alteration ZPlans Included Include PRO,l-SUM form (included in envelope forms workbook) will; lighting compliance fomis. Building Additions IIMEMIEN, Compliance Method interior lighting Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project 0 0 Refer to Section C502.2.6 for additional requirements. Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance 0 Addition is combined with existing: For interior lighting projects, include new + existing interior lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE fomi. For exterior lighting projects, include new + existing exterior lighting Tradable and Proposed Non -Tradable Lighting Wattage tables fixture wattage in fixture wattage in LTG-EXT form. Proposed Lighting in Proposed Interior and Exterior Lighting Pottier 1 Intenor lighting Parking garage Extenor lighting Lighting Alterations 50% or more of existing are replaced 0 0 0 Select all Lighting Power and fighting Control elements that apply to the scope of fhe retrofit if includes Less than 50% of existing are replaced t4 0 • project. project a combination of spaces where less than 50% of the existing fixtures are replaced in Lamp and/or ballast replacement only — existing total wattage not increased 0 0 0 some spaces, and 50% or more of the xtures are replaced in others, then provide separate lifor ghting powerrebafit pliancems comforthe hvo conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. Refer to Section C503.6 for additional 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total LPA per Sections C405.4.2 and C405.5.2. Include new + existing-lo-remain fixtures in Proposed Lighting Wattage table in LTG-INT-BLD. LTG-INT-SPACE or LTG-OCT 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. requirements. Lighting Controls 1 Interior lighting Parking garage Exterlor lighting be nunfietieWEUFOR CODE COMPLIANCE New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) Di 0 0 APPROVED New or moved lighting panel 0 0 0 AUG 12 2019 Interior space is reconfigured - tuminaires unchanged or relocated only 0 I •, ., . 0 , • , v • • • • hng P _, . ' changed. 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 requited 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 Sj i -o il %I '4 14 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-INT-BLD or LTG-!NT-SPACE fonn. c.................._ BHC Consultant CgTY OF TUWiLA MAY 29 2019 PERkof CENTER interior Lighting - Space -By -Space Method LTG-1NT-SPACE 2015 Washin n S Energy Code Cornpliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Au ust 2016 Project Title: "Tr ..., ' _ •::J Date V , Calculation Area NOTE 9 0 0 Addition - 0 Addition stand alone + existing ab, Spaces where < 50% of 0 Spaces where a 50% of 0 luminaires are replaced luminaires are replaced For uilding Department Use LPA Calculation Type • Standard 0 Additional Efficiency Package Option C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. Maximum ed Lighting Wattage NOTEi Location (plan #, room Space Type Ceiling Height NOTE 2 Gross Interior Area in Lobby Art/Exhibit Display Allowance from LTG-INT-DISPLAY NOTE al_ Total Area Retail Display LTG-INT-DISPLAY Allowed Watts Allowance from I 1 9n, Proposed Lighting Wattage NOTE 3 Location (plan #, room #) Fixture Descnption NWE 4,56 Number of Fixtures Watts/ Fixture NOTE 7 Watts Proposed Ib' Un--, 121149 Proposed Retail Display Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts Interior Lighting Power Allowance Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select p drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - list all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same mariner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp end ballast using manufacturer or other approved source. For luminaires with screw -in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 6 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed lighting Wattage. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building liahtirro systems to demonstrate compliance. Refer to C502.1. Lighting Summary, cont. LGT-SUM 2015 Washngton State Energy Code Compliance Forms for Commercial Buildings induding R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: 121,09r1s. . doe' -WIN. Elk Date tg, VIA, 11 el ' Interior Lighting System Description tx4 ua, Vtuote,t1 etic4) Interior Lighting Power Allowance Method 0 Building Area Method )(1 Space -by -space Method Select method used in project. Interior Lighting Controls iilAll C405.2.1 - C405.2.8 controls C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) El Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the required controls per C406.4. Dwelling Unit nterior Lighting 14 Permanently installed interior lighting fixtures in dwelling units comply with: 0 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA 0 C406.3 High Efficacy Lighting 0 Exterior Lighting System Description 4It's Lighting, Motor, and Electrical Permit Checklist, Pg. 1 LTG-CHK Revised August 2016 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Pr ' Ti : 114 b ,E3tit,dZt tM Date The following intonation is necessary to check a permit application far compliance with the lighting, motor, and electrical requlrements in the Washington State Energy Code, Commercial Provisions. ' Applicability yes,no,na) Code 'on Component Complianceinformation' in permit documentsn in t3udttng L)epartmera Notes GHTING CONTROLS C405.2 Lighting controls, general For all lighting fixtures, indicate lighting control method on plans for spaces and lighting zone(s) served, or exception taken I C,405.2 Luminaire lighting controls (LLLC) Indicate on plarts all ltxtures provided with LLLC in lieu of C405.2 lighting controls; provide description of control capabilities and performance parameters I I HJ C4051 . Lighting in dwelling units For permanently installed lighting fixtures in dwelling units, indicate lighting control method on plans for spaces and lighting zone(s) served, or demonstrate compliance with high efficacy exception C405.2.3 C405.2.1.1 C405.2.2.2 C405.2.4 C4052.5 Manual contmls Indicate on plans the method of manual lighting control (whether combined with occupancy sensor, automatic light reduction, daylight responsive or specific application controls), location of manual control device and area or specifice application it serves el C405.2.2.1 C405.2.2.2 C405.2.3 Manual interior . ' • on plans which method of manual 50% lighting Ioad reduction is provided, or whether lighting load is reduced via occupancy sensors or daylight responsive controls C405.2.2 Method of automatic shut-off control Indicate on plans the method of automatic shut-off control during unoccupied periods (occupancy sensor or time switch) for all lighting zones; " Indicate locations where automatic shutoff is provided by other methods (occupancy sensor or digital timer switch) or which time switchexception applies C405,2.1 G405.2.1.1 Occupancy sensor controls Indicate on plansspaces ed by occupancy sensors; lndicate controls are configured to be manual -on, automatic 50%-on, or serve a space eligible for automatic 100%-on per exception C405.2.1.2 Occupancy sensor controls - waretiouses Indicate aisleways and open areas in warehouse spaces provided with occupancy sensor controls that reduce lighting power by 50% C405.2.6 Digital timer switch Indicate required digital timer switch control function when control is used C40522i Automatic time switch Is Indicate locations of overnde switches on plans and e lighting include area sq. ft C405.2.4.2 C405.2.4.3 Daylight zones - Sidelight and toplight Indicate pnmary and secondary sidelight daylight zone areas on plans, include sq. ft.; Indicate toplight daylight zone areas on plans, include sq. ; For small vertical fenestration assemblies (rough opening less than 10 percent of primary daylight zone) where daylight responsive controls are not required, provide fenestration area to daylight zone calculation(s) C405.2.4 Daylight responsive controls Indicate on plans lighting zone(s) served by daylight responsive controls; Identify sidelight and toplight daylight zones that are not provided with daylight sensing controls and the exception(s) that appV, Indicate on plans the lighting load reduction method - continuous dimming, or stepped dimming that provides at least two even steps between 0%-100% of rated power, Indicate that daylight sensing controls are configured to completely shut off all controlled lights in the lighting zone C405.2.5 Additional controls - Specific application lighting controls Identify spaces and lighting fixtures on plans that require specific application lighting controls per this section C405.2.5 - Items 8.2 Display and accent lighting Indicate on plans that display and accent lighting, and display case lighting are controlled independently from both general area lighting and other lighting applications within the same space, Indicate manual and automatic lighting control method Lighting, Motor,, and Electrical Permit Checklist, Pg. 2 2015 Washington State Energy Code Comp lance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 LTG-CHK Revised August 2016 Pro ect Ti The foliowin Washington ph I)! ity (yes,no,na) Hkcil. iXveetkie - , Date II information is necessary to check a permit application ocompliancer comphance withthe lighting, motor, and electrical requirements in the State Energy Code, Commercial Provisions. Code Section Component Compliance information required in permit documents Location in Documents Buiiding Department Notes C405.2.5 - Item Hotel/motel guest s ndicate method of matic control - vacancy or captive key control of all installed luminaires and switched receptacles in guest room C405.2.5 - Item 4 Supplementat task lighting Indicate method and location of automatic shut-off vacancy control for supplemental task lighting, including under -shelf or under -cabinet lighting C405.2.5 - Item 5 Lighting for non- visual applications Indicate on plans eligible non -visual lighting applications, include sq. ft. area of each lighting control zone; indicate on plans that non -visual lighting are controlled independently from both general area lighting and other lighting applications within the same space; Indicate method of manual lighting control and applicable automatic lighting control C405.2.5 - Item 6 Lighting equipment for sale or demonstration Indicate on plans that lighting equipment for sale or demonstration are controlled independently from both general area lighting and other lighting applications within the same pace; Indicate method of manual lighting control and applicable automatic lighting control C405.2.5 - Item 7 Means of eg lighting Identify on plans egress fixtures that function as both normal and emergency means of egress illumination; Provide calculation of lighting power density of total egress lighting; Ic If total egress lighting power density is greater than 0.02 VV/sq, ft., indicate on plans egress fixtures requiring automatic shut-off during unoccupied periods; Indicate method of automatic shut-off control C405.2.7 Exterior lighting trols Indicate on exterior lighting plans and fixture schedules the automatic lighting control method, control sequence, and locations served; For building facade and landscape lighting, indicate automatic controls shut off lighting as a function of dawn/dusk and fixed opening/closing time; For all other exierior lighting, indicate automatic controls shut off lighting as a function of available daylight include control sequence that also reduces lighting power by at least 30% between 12am-6am, or from 1 hour after closing to 1 hour before opening, or based upon motion sensor C405.5.1 Exterior building grounds lighting controls For building grounds fixtures greater than 100 watts, indicate on plans whether fixtures have efficacy greater than 80 lumens or; are controlled by motion sensor, or are exempt lighting per C405.5.2 C405.2.5 Area controls - Master control swflches and circuit power limit Indicate location(s) of master control s ' h(es) intended to control multiple independent switches; circuit breaker may not be used as a master control switch; Verify that no 20 amp circuit controlled by a single switch or automatic confrol is loaded beyond BO% C406,4 Enhanced digital lighting controls To comply with additional efficiency package option, indicate on plans all interior lighting fixtures that are individually addressed and provided with continuous dimming, or exception taken; Include calculation of percent total installed interior lighting power that is configured with required enhanced lighting control functions (min 90% to comply with additional efficiency package option) G405.13 C408.3 Lighting system functional testing If claiming lighting system commissioning exemption provide supporting calculation; Identify applicable commissioning documentation requirements per Section C408 or eligibility for exception; Provide written procedures for functional testing of all automatic controls and describe the expected system response , Lighting, Motor, 1 and Electrical Permit Checklist, Pg. 3 LTG-CHK 2015 Washington State Energy Code Compliance forms for C,omrnercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: ,... * Date The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applrcability (yesmo,na) Code Section Component Compliance information required in permit documents Location in Documents Butiding L')epartment Notes INTERIOR LIGHTING POWER & EFFICACY C405.4.1 C405.4.1 C405.4.2 Total connected interior lighting power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; Identify spaces eligible for lighting power exemption on plans and in compliance forms; indicate the exception applied; lifentify lighting equipment eligible for lighting power exemption in fixture schedule and in compliance forms; indicate the exception applied; UcePi Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently ur 05,3 C4re Exitsigns Indicate location of exit signs on plans and rated watts per in lighting fixture schedule (maximum 5 watts per fixture) le /42 I jjJ 0 .1 i * in dwelling - units lamp efficacy tf high efficacy exception is applied to permanentlyinstalled lighting fixtures in dwelling units, indicate in lighting fixture schedule if lamps in fixtures are high efficacy per R404.1. Calculate percentage of fixtures with high efficacy lamps in project (min 75% to comply with exception). C4063power Reduced lighting density - dwelling unit lamp efficacy For project with dwelling units, to comply with additional efficiency package option indicate in lighting fixture schedule if lamps in fixtures have efficacy rating of 60 lumens per watt or more. Calculate percentage of fixtures with lamps that have this efficacy rating (min 95% to comply with option). Lighting Power Calculation - Indicate compliance path taken C405.4.2.1 Building Area Method Complete required compliance forms — proposed wattage per building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans C405,4.2.2 Space -By -Space Method Complete required compliance forms - total proposed wattage does not exceed maximum allowed wattage. Identify locations of space types on plans, including retail display areas, lobby art exhibit display areas, and ceiling heights as applicable , Reduced tighting power density To comply with additional efficiency package option, monstrate in compliance forms that total connected interior lighting wattage is 75% less than the total maximum allowed lighting wattage via Building Area Method or Space -By -Space Method EXTERIOR LIGHTING POWER & EFFICACY G405.5.2 Total connected exterior lighting power Include all luminaires in lighting llxture schedule; indicatextu types, lamps, ballasts, and manufacturers rated watts per flxture; n ' exterior applications eligible for lighting power exemption on plans and in compliance forms; indicate exception F_pplied; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting; include exception claimed for each fixture or group of fixtures under exception category Table C405.5.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ C405.5.1 Exterior building grounds lighting For building grounds fixtures rated at greater than 100 watts that are complying based on efficacy, indicate rated lamp efficacy (in lumens per watt) in fixture schedule C405,5.2 Exterior lighting power calculations Complete required compliance form - proposed wattage for exterior lighting plus base site allowed does not exceed maximum allowed °INURING INC. Client: -4.eviewed and Approved for Subst al Compliance 3'BHp f.nsuItants Date 01/ 7. STRUCTURAL CALCULATIONS 9 Project: Location: Glycol Room 1227 Andover Park East, Tukwila, WA 98188 Building Code: 20115 IBC Plump File No: S.1903079 By: O.J. Revisions: REVIEWED AR Client Re CODE COMPLIANCE APPROVED AUG 12 2019 City of Tukwila BUILDING DIVISION Date: April 9, 2019 These calculations not valid unless signed and sealed in space above. RECEIVED RECEIVED CITY OF TUKVirl JUN 0 3 2019 MAY 2 9 2019 BliC Consultants, Oinivwr CurrEri 914 E. Katella Avenue, Anaheim, CA 92805 (714) 385-1835 Fax (714) 385-1834 ' � ,m.,'"pm°"`INC, PLUMP Engineering Inc. 914E. Katel|aAve. Anaheim, California 93QO5 P:714.385.1835 F:714.385.1834 www.pelca/nm LATERAL ANALYSIS: Site Seismic DesIqn Sno = 0.955 Wall Information Thickness = 8.00in Weight = 100.00pof Ledger Height (avg> = 20.00# Parapet Height (avg.) = 0�00 ft STRUCUTRAL WALLS OLIT-OF-PLANE FORCES F,= 0ASDsleWp= 38.20psf FP = 38.20 psf New Door Openinq Ledger Height = 20.00 ft. Opening Height = 9�00 *. Opening Width = 3.00M. Horizontal Member Length ofMember = 1133ft. SECTION 12.oAmaCEr-10 SECTION 12.111xaosr-1ofNmrLESS THAN) PLUMP Engineering, Inc. 914 E. KateIla Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 www.peica.com LATERAL ANALYSIS: Site Seismic Design SOS 0.955 1.00 SECTION 11 5.1 ASCE 7-10 Wall Information Thickness = 8.00 in Weight = 100.00 psf Ledger Height (avg.) = 20.00 ft Parapet Height (avg.) = 0.00 ft STRUCUTRAL WALLS OUT -OF -PLANE FORCES Fp = 0.4S05leWp , 38.20 psf SECTION 12.11.1 ASCE 7-10 Fp = 0.10Wp = 10.00 psf SECTION 12.11.1 ASCE 7-10 (NOT LESS THAN) Fp= 38.20 psf New Louver Opening Ledger Height = 20.00 ft, Opening Height = 9.00 ft. & 6.00 ft. to Floor Opening Width 3.00 ft. Horizontal Member Length of Member = 6.33 ft. Unif. Lateral Force = 96 plf Unif. Lateral Force = 115 plf U.S. Seismic Design Maps 1227 Andover Park E, Tukwila, WA 98188, USA Latitude, Longitude: 47.44307149999999, -122.25218389999998 Goodwill Tukwila Regal Cinemas Parkway Plaza 12 Triland Dr Goggle The Horne Depo Les Schwab Tire Cente OSHPD Work 'n More - Tukw -Taco Time NW Map data ©2019 Google Date Design Code Reference Document Risk Category Site Class 4/13/2019, 12:41:20 PM ASCE7-10 D - Stiff Soil Type Value Description Ss 1.432 MCER ground motion. (for 0.2 second period) Si 0,534 MCER ground motion. (for 1.0s period) Sms 1.432 SM1 0.8 SDS 0.955 Sol 0.534 Site -modified spectral acceleration value Site -modified spectral acceleration value Numeric seismic design value at 0.2 second SA Numeric seismic design value at 1.0 second SA Type Value SDC Fa 1 1.5 PGA 0,588 FPGA 1 PGAM 0.588 TL 6 SsRT 1.432 SsUH 1.509 SsD 3.116 S1RT 0.534 S1UH 0.572 SI D 0.996 PGAd 1.119 CRS 0.949 CR1 0.932 Description Seismic design category Site amplification factor at 0.2 second Site amplification factor at 1.0 second MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long -period transition period in seconds Probabilistic risk -targeted ground motion. (0.2 second) Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk -targeted ground motion. (1.0 second) Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored deterministic acceleration value. (Peak Ground Acceleration) Mapped value of the risk coefficient at short periods Mapped value of the risk coefficient at a period of 1 s • https://seismicmaps.org 1/2 4/13/2019 U.S. Seismic Design Maps -1:33 CO MCER Response Spectrum 1.5 1.0 0.5 0.0 0 1.00 0.75 Z.> 0:5 0.50 0.25 0.00 0 2 4 Period, T (sec) Sa(g) 2 4 Period, T (sec) Sa(g) Design Response Spectrum 6 6 DISCLAIMER While the information presented on this website is believed to be correct, SEAQC /QatIPD and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this webstie. 2/2 https://seismicmaps.org z Plump Engineering, Inc. OJ New Door & Louver Openings Apr 13, 2019 at 12:58 PM S.1903097 03079 H-Frame,r3d Plump Engineering, Inc. OJ New Door & Louver Openings (,Y Apr 13, 2019 at 12:58 PM S.1903097 S.1903079 H-Frame.r3d Plump Engineering, Inc. OJ New Door & Louver Openings Apr 13, 2019 at 12:58 PM S.1903097 5.1903079 H-Frame.r3d Loads: BLC 2, OUT OF PLANE Plump Engineering, Inc. OJ New Door & Louver Openings Apr 13, 2019 at 12:58 PM S.1903097 S.1903079 H-Frame.r3d Ream: MI Shape: HSS4X4X4 Material: A500 Gr.46 Length: 6.33 ft I Joint: N5 J Joint: N6 LC 1: DL + OUT OF PLANE Code Check: 0.051 (bending) Report Based On 96 Sections Dy 0 at 4.997 ft 0 at 6.33 ft in Dz -1.05 at 0 ft -1.73 at 6.33 ft in A 0 at 0 ft Vy .023 at 0 ft -.049 at 6.33 ft k Vz .448 at 0 ft -.159 at 6.33 tt -.161 at 0 ft k-ft Mz .09 at 6.33 ft k-ft -.015 at 2.066 ft My .522 at 4.664 ft -.525 atO ft k-ft fa 0 at 0 ft ksi fc 1.698 at 4.997 ft .066 at 1.399 ft ksi -.066 at 1.399 ft -1.698 at 4.997 ft ksi MSC 14th(360-10): ASD Code Check Max Bending Check 0.051 Location 4.997 ft Equation HI-1b Bending Flange Bending Web Fy 46 ksi Pnc/om 78.495 k Pnt/om 92.826 k Mny/om 10.765 k-ft Mnz/om 10.765 k-ft Vny/om 25.423 k Vnz/om 25.423 k Tn/om 9.04 k-ft Cb 2.967 Compact Compact Max Shear Check 0.035 (z) • Max Defl Ratio Location 0 ft Location Span Compression Flange. Non -Slender Compression Web Non -Slender Y-Y Lb 6.33 ft KL/r 49.929 L Comp Flange L-torque z-z 6.33 ft 49.929 6.33 ft 6.33 ft L/10000 0 ft 0 uoiumn: m2 Shape: HSS4X4X4 Material: A500 Gr.46 Length: 20 ft I Joint: N1 J Joint: N3 LC 1: DL + OUT OF PLANE Code Check: 0.339 (bending) Report Based On 96 Sections 0 at 3.368 ft - D -1.117 at 9.684 ft Dy in 0 at 13.474 ft .289 atO ft 0 at 5.263 ft Vy k .525 atO ft -.005 at 0 ft .... -.431 at 12 ft .024 at 5.053 ft ft My .,. . -!,.3.607 at 12 ft \ , 1, .,•- • k-ft T -1.07 atO ft k-ft Mz k -.009 at 12 ft .086 at 0 ft 11.127 at 12 ft Alk fc ksi ft , ksi -11.127 at 12 ft .,„ fa ksi AISC 14th(360-10): ASD Code Check Max Bending Check 0.339 Max Shear Check 0.138 (z) Location 12 ft Location ' 0 ft Equation H1-1 b Max Defl Ratio •L/214 ' Bending Flange Compact Compression Flange Non -Slender Bending Web Compact Compression Web Non -Slender y-y z-z Fy 46 ksi Lb 20 ft 20 ft,' Pnc/om 20.354 k KL/r 157.753 157.753 „, • Pnt/om 92.826 k Mny/om 10.765 k-ft L Comp Flange 20 ft Mnz/om 10.765 k-ft L-torque 20 ft Vny/om 25.423 k Vnz/om 25.423 k Tn/om 9.04 k-ft Cb 1.937 'column: m3 Shape: HSS4X4X4 Material: A500 Gr.46 Length: 20 ft I Joint: N2 J Joint: N4 LCI: DL + OUT OF PLANE Code Check: 0.658 (bending) Report Based On 96 Sections 0 at 7.368 ft Dz in -1.783 at 10.526 ft Dy - in -.002 at 14.737 ft 389 at 0 ft k .003 at 0 ft Vz .77 atO ft Vy k -.004 at 12 ft -.875 at 12 ft. T , -.856 atO ft k-ft .02 at 11.789 ft '., 6.996 at 12 ft v•- My -.i.k, ,A. F k-ft ,....... Mz k-ft -.035 at 12 ft .115 atOft 21.636 at 12 ft AII&L fc ksi ksi lir -21.636 at 12 ft fa ksi AISC 14th(360-10): ASD Code Check Max Bending Check 0.658 Max Shear Check 0.124 (z) Location 12 ft Location . 0 ft Equation H1-1b Max Defl Ratio . ' L/134 Bending Flange Compact Compression Flange Non -Slender Bending Web Compact Compression Web Non -Slender y-y z-z Fy 46 ksi Lb 20 ft 20 ft, . Pnc/om 20.354 k KL/r 157.753 157.753- Pnt/om 92.826 k Mny/om 10.765 k-ft L Comp Flange 20 ft Mnz/om 10.765 k-ft L-torque 20 ft Vny/om 25.423 k Vnz/om 25.423 k Tn/om 9.04 k-ft Cb 1.638 • Beam: M4 Shape: HSS4X4X4 Material: A500 Gr.46 Length: 12.33 ft I Joint: N6 J Joint: N9 LC 1: DL + OUT OF PLANE Code Check: 0.338 (bending) Report Based On 96 Sections Dy 0 at 12.33 ft -.009 at 6.36 ft in Dz 71.59 at12.33 ft -2.081 at 5.711 ft in -.004 at 0 ft A Vy .074 at 0 ft -.067 at 12.33 ft Vz .:1.245 at 0 ft 1.345 at 12.33 ft .044 at 0 ft T k-ft Mz .146 atOft -.094 at 6.489 ft k-ft My 3.544 at 5.97 ft -.76 at 12.33 ft k-ft - 001 at 0 ft fa ksi 11.187 at 5.97 ft .402 at 11.681 ft ksi ft '-.402 at 11.681 ft 1 21:1.:187 at 5.97 ft ksi AISC 14th(360-10): ASD Code Check Max Bending Check 0.338 Location 5.97 ft Equation H1-1b Bending Flange Bending Web Fy 46 ksi Pnc/om 49.13 k Pnt/om 92.826 k Mny/om 10.765 k-ft Mnz/om 10.765 k-ft Vny/om 25.423 k Vnz/om 25.423 k Tn/om 9.04 k-ft Cb 1.899 Compact Compact Max Shear Check 0.058 (z) , - Max Defl Ratio Location 12.33 ft Location Span Compression Flange.: Non -Slender Compression Web Non -Slender y-y z-z Lb 12.33 ft 12.33, ft KL/r 97.255 97.255, L Comp Flange 12.33 ft L-torque 12.33 ft L/10000 0 ft 0 e;oiumn: m5 Shape: HSS4X4X4 Material: A500 Gr.46 Length: 20 ft 1 Joint: N7 J Joint: N8 LC 1: DL + OUT OF PLANE Code Check: 0.614 (bending) Report Based On 96 Sections .001 at 15.789 ft D ' in ..,.... -1.636 at 10.526 ft Dy in -.004 at 7.158 ft .297 at 0 ft A 11111111111aimmift-- k .007 at 12 ft .542 at 0 ft -.808 at 12 Vy .004 at 0 ft ft .76 at 0 ft .059 at 12 ft Mz k-ft my ,... :6.505 at 12 ft' ...., _ ' _ ,- - * . k-ft k-ft -.044 at 11.789 ft .088 at 0 ft 20.198 at 12 ft Aillikei, fc ksi ._, . , -20.198 at 12 ft ksi fa ksi AISC 14th(360-10): ASD Code Check Max Bending Check 0.614 Location 12 ft Equation H1-1b Bending Flange Bending Web Fy Pnc/om Pnt/om Mny/om Mnz/om Vny/om Vnz/om Tn/om Cb 46 ksi 20.354 k 92.826 k 10.765 k-ft 10.765 k-ft 25.423 k 25.423 k 9.04 k-ft 1.604 Compact Compact Max Shear Check 6:115 (z) Location 12 ft Max Defl Ratio -U146 Compression Flange Non -Slender Compression Web Non -Slender y-y z-z Lb 20 ft 20ft.; KUr 157.753 157.753 L Comp Flange 20 ft L-torque 20 ft beam: m6 Shape: HSS4X4X4 Material: A500 Gr.46 Length: 6.33 ft I Joint: N10 J Joint: N11 LC 1: DL + OUT OF PLANE Code Check: 0.108 (shear) Report Based On 96 Sections • 0 at 0 ft in Dz -.819 atOft in -1.216 at 6.33 ft Dy 0 at 3.198 ft .004 at 0 ft k .037 at 0 ft Vy 1- - k Vz .501 at 0 ft k A - -.036 at 6.33 ft ..._, -.227 at 6.33 ft T .809 at 0 ft - k-ft .029 at Oft Mz "--- k-ft My - ' ' ,5:45 at 4.331 ft , . ' -.545 at 0 ft k-ft -.029 at 3.198 ft ---1 .001 at 0 ft ksi 1.765 at 0 ft fc .034 at 1.266 ft ksi ' -.034 at 1.266 ft -1.765 at 0 ft ksi fa AISC 14th(360-10): ASD Code Check Max Bending Check 0.053 Max Shear Check 0.108 (z) - ' Max Defl Ratio L/10000 Location 0 ft Location 0 ft • Location 0 ft Equation H1-1b Span 0 Bending Flange Compact Compression Flange Non -Slender Bending Web Compact Compression Web • Non -Slender y-y z-z Fy 46 ksi Lb 6.33 ft 6.331t Pnc/om 78.495 k KL/r 49.929 49.929 Pnt/om 92.826 k Mny/om 10.765 k-ft L Comp Flange 6.33 ft Mnz/om 10.765 k-ft L-torque 6.33 ft . Vny/om 25.423 k Vnz/om 25.423 k Tn/om 9.04 k-ft Cb 1.315 PLUMP Engineering, Inc. 914 E. KateIla Ave. Anaheim, California 92805 P:714.385.1835 F:714.385.1834 www.peica.com timt loltitE#,46 thZ Hand Rail Information: Height Spacing Vertical Member: Diameter Thickness A z Steel Type Fy Fb Vert. Post Design: M (Point Load) M (Unif. Load) fb fb / Fb 66:00 in 3.00 ft 2.380 in 0.143 in 1.005 in2 0.631 in4 0.530 in3 0.717 in3 A53 Gr. B 35.0 ksi 21 0 ksi = 13200 lb -in 9900 lb -in 18.42 ksi 0.88 < 1.00 OKI Force to be Applied to top of Rail: Horizontal Horizontal Horizontal Member: 200 lb (Point Load) 50 plf (Uniform) Diameter = 1.900 in Thickness = 0.135 in A z Steel Type Fb Horiz. Rail Design: M (Point Load) M (Unif. Load) fb fb / Fb 0.749 in2 0.293 in4 0.309 in3 0.421 in3 = A53 Gr. B = 35.0 ksi 21,0 ksi 1800 lb -in -2 675 Ib-in 4.27 ksi 0.20 < 1.00 OK! SIMPSON Anchor DesignerTm Software Version 2.7.6990.0 Company: Plump Engineering, Inc. Date: 4/13/2019 Engineer: O.J. Page: 1/6 Project: S.1903097 Address: 914 E. KateIla Avenue, Anahiem, CA 92805 Phone: 714-385-1835 E-mail: ojimenez@peica.com 1.Project information Customer company: Plump Engineering, Inc. Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-14 Units: Imperial units Anchor Information: Anchor type: Bonded anchor Material: A193 Grade B8/B8M (304/316SS) Diameter (inch): 0.500 Effective Embedment depth, he (inch): 3.750 Code report: ICC-ES ESR-4057 Anchor category: - Anchor ductility: Yes hmin (inch): 5.00 ca. (inch): 8.96 Cmin (inch): 1.75 S,, (inch): 3.00 Project description: Location: Fastening description; Base Material Concrete: Normal -weight Concrete thickness, h (inch): 5.00 State: Cracked Compressive strength, f. (psi): 2500 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided et:comers: No Ignore concrete breakoutin tension: No Ignore concrete breakout in shear: No Hole condition: Dry concrete Inspection: Periodic ,7:: Temperature range, Short/Long: 150/110°F Ignore 6do requirement: Not -applicable - Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 9.00 x 5.00 x 0.63 Yield stress: 36000 psi Profile type/size: Pipe2STD Recommended Anchor Anchor Name: SET-3G - SET-3G w/ 1/20 A193 Gr. 88/B8M (304/316SS) Code Report: ICC-ES ESR-4057 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94558 Phone: 925,560.9000 Fax: 925,847.3871 www.strongtie.com SIMPSON Anchor Designer TM Software Version 2.7.6990.0 Company: Plump Enginring, Inc. Date: 4/13/2019 Engineer: O.J. Page: 2/6 Project: S.1903097 Address: 914 E. KateIla Avenue, Anahiem, CA 92805 Phone: 714-385-1835 E-mail: ojimenez@peica.com Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: not set Seismic design: No Anchors subjected to sustained tension: No Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No Strength level loads: N. [lb]: 0 Vuax [Ib]: 0 v.y [Ib]: 200 M. [ft-Ib]: -1100 M. [ft-lb]: 0 M. [ft-lb]: 0 <Figure 1> 2 0 lb • Oft-Ib Y Input data and results must be checked for agreement with the existing circumstances, the stand4ds*d guidelines must be checked for plausibility, Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925:560.9600 Fax: 925.847.3871 www.strongtie.com SIMPSON <Figure 2> Anchor DesignerTM Software Version 2.7.6990.0 Company: Plump Engineering, Inc. Date: 4/13/2019 Engineer: O.J. Page: 3/6 Project: S.1903097 Address: 914 E. Katella Avenue, Anahiem, CA 92805 Phone: 714-385-1835 E-mail: ojimenez@peica.com Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Anchor Designe Software Version 2.7.6990.0 Company: Plump Engineering, Inc. Date: 4/13/2019 Engineer: 0,J. Page: 4/6 Project: S.1903097 Address: 914 E. Katella Avenue, Anahiem, CA 92805 Phone: 714-385-1835 E-mail: ojimenez@peica.com 3. Resulting Anchor Forces Anchor Tension load, Shear load x, N. (Ib) V. (Ib) Shear load y, Vviiy (Ib) Shear load combined, 4(Vv.r+Nuayr (Ib) 1 2 3037.9 0.0 3037.9 100.0 0.0 100.0 100.0 100.0 Sum 6075.7 0.0 200.0 Maximum concrete compression strain (%o): 0.31 Maximum concrete compression stress (psi): 1369 Resultant tension force (Ib): 6076 Resultant compression force (Ib): 6076 Eccentricity of resultant tension forces in x-axis, ex (inch): 0,00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'v., (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 4. Steel Strength of Anchor in Tension (Sec. 17.4.11 N. (Ib) � ON. (Ib) 8095 0.75 6071 5, Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2} Nt, = kola,/ ch eil 5 (Eq. 17.4.2.2a) kc Aro c (psi) h of (in) Nb (Ib) 17.0 1.00 2500 3.750 6173 01\lag =0 (Ant / ANo)5riec,JV Suc,ni Tcp,NNb (Sec. 17.3.1 8, Eq. 17.4.2.1b) <Figure 3> 200.0 02 Y X Y ol ANC (in2) ANco (in2) ca.rivri (in) Vrec,N Ted,N LIC,N Ycp,N Nb (Ib) ONcos, (Ib) 194,06 126.56 1.000 1.000 1.00 1.000 6173 0.65 6152 6. Adhesive Strength of Anchor in Tension (Sec. 17.4.5), rk,o = rkasnort-ter,”Kse(fc/2,500/ nr,cr (psi) fshort-term Ksat fa (psi) 1304 1.00 1.00 2500 0,24 1304 Nba = A aregd.he (Eq. 17.4.5.2) A . re (psi) d. (in) he (in) Nba (Ib) 1,00 1304 0.50 3.750 7681 0Nasi = 0 (A Na / ANa0)Wec,Ne Yerthla 'Pcp,NaN ha (Sec. 17.3.1 & Eq. 17,4.5.1b) AN. (in2) AN0 (in2) cN, (in) Ce,mm (in) Wec,Na Ted,Na Wcp,Na Nba(lb) 9 ONn (Ib) 274.03 191.09 6.91 - 1.000 1.000 1.000 7681 0.55 6058 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847 3871 www.strongtie.com SIMPSON Anchor Designer TM Software Version 2.7.6990.0 Company: Plump Engineering, Inc. Date: 4/13/2019 Engineer: 0.J. Page: 5/6 Project: S.1903097 Address: 914 E. Katella Avenue, Anahiem, CA 92805 Phone: 714-385-1835 E-mail: ojimenez@peica.com 8. Steel Strength of Anchor in Shear (Sec. 17.5.11 V. (Ib) ggrout 0 Ogroui0Vsa (Ib) 4855 1,0 0.65 3156 10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.5.31 - 0 VCpg = 0 minJkcpNag ; kcp/Vaigi = 0 mint kcp(ANa /ANao) Wec,Na Ped,Na Vicp,NaNba i kap(ANc /ANca) c,N �ed,N "c,N Pcp,NNbl (Sec.. 17.3.1 & Eq. 17.5.3.1 b) ksp ANa (in2) ANeo (In2) Ped,Na ec,Na Pcp,Na Nba (Ib) Na (Ib) 2.0 274.03 191.09 1.000 1.000 1.000 7681 11015 ANC (in2) ANcc (in2) Pec,N fed,N Tc,N 'cp,N Alb (Ib) Ncb (Ib) 0 194,06 126.56 1.000 1.000 wVcpg (Ib) 13250 11. Results Interaction of Tensile and Shear Forces (Sec. 17.6.1 Tension 1.000 1.000 6173 9465 0.70 Factored Load, N. (Ib) Design Strength, 0% (Ib) Ratio Status Steel 3038 6071 0.50 Pass Concrete breakout 6076 6152 0,99 Pass Adhesive 6076 6058 1.00 Pass (Governs) Shear Factored Load, Vua (Ib) Design Strength, aVn (Ib) Ratio .. Status Steel Pryout 100 3156 0.03 Pass (Governs) 200 13250 0.02 Pass Interaction check Nua/¢NO Vua/OVn Combined Ratio Permissible Status Sec. 17.6..1 1.00 0.00 100.3% 1.0 Pass SET-3G w/ 1/2"0 A193 Gr. B8/B8M (304/316SS) with hef = 3.750 inch meets the selected design criteria. Base Plate Thickness Required base plate thickness: 0.601 inch Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com a SIMPSON Anchor Designer TM Software Version 2.7.6990.0 Company: Plump Engineering, Inc. Date: 4/13/2019 Engineer: O.J. Page: 6/6 Project: S.1903097 Address: 914 E. KateIla Avenue, Anahiem, CA 92805 Phone: 714-385-1835 E-mail: ojimenez@peica.com 12. Warnings - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturers product literature for hole cleaning and installation instructions. ,„. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www,strongtie.com Plump Engineering, Inc. 914 E KateIla Ave. Anaheim, CA 92805 Phone: (714) 385-1835 ji Fax: (714) 385-1834 PLUMP ENOINEERINO INC. Masonry Slender Wall Lic. # : KW-06001611 Description : CMU Wall Code References Project Title: Shasta Tukwila - Glycol Room Engineer: O.J. Project ID: S.1903079 Project Descr: Printed: 3 MAY 2019, 2:OOPM File = BENERCALC120191S.1903079 Glycol Room.ec6 . Software copyright ENERCALC, INC. 1983-2018, Build:10.18.9.29 . Licensee : PLUMP ENGINEERING INC. Calculations per ACI 530-13, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Construction Type : F'm Fy - Yield Fr - Rupture Em = fm * Max % of p bal. Grout Density Block Weight Wall Weight Grouted Hollow Concrete 2.0 ksi = 60.0 ksi = 267.0 psi = 900.0 = 0.009548 = 140 pcf Medium Weight = 78.0 psf Wall is Solid Grouted One -Story Wall Dimensions Calculations per ACI 530-13, IBC 2015, CBC 2016, ASCE 7-10 Masonry Nom. Wall Thickness Actual Thickness Rebar "d" distance Lower Level Rebar. Bar Size Bar Spacing 8 in 7.625 in 3.8125 in 5 16 in Temp Diff across thickness deg F Min Allow Out -of -plane Defl Ratio = 0 Minimum Vertical Steel % = 0.0020 A Clear Height = 20 ft B Parapet height = ft Wall Support Condition Top & Bottom Pinned Vertical Loads Vertical Uniform Loads . • Apree per Ledger Load Eccentricity Concentric Load Lateral Loads Wind Loads : Full area WIND load A Floor Attachment octaf Str.O1Vdtiv in 5 psf DL : Dead .04 Lr : Roof Live Lf : Floor Live S : Snow Seismic Loads : Wall Weight Seismic Load Input Method : SDS Valoe per ASCE 12 11.1 Fp = Wall Wt.* 0.3820 = W : Wind kilt Idft ASCE seismic factors entered Sos*1 = .955 29.796 psf PlUNN ENOINECIINN INC. Plump Engineering, Inc. 914 E Katella Ave. Anaheim, CA 92805 Phone: (714) 385-1835 Fax: (714) 385-1834 Project Title: Shasta Tukwila - Glycol Room Engineer: O.J. Project ID: 5.1903079 Project Descr: Masonry Slender Wall Lic. # : KW-06001611 Description : CMU WaH DESIGN SUMMARY Governing Load Combination Printed: 3 MAY 2019, 2:OOPM File = JAENERCALC120191S.1903079 Glycol Room.ec6 Software copyright ENERCALC, INC. 1983-2018, Build.10.18.9.29 tioe-isee 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 Combinations • Moments Axial Load Load Combination Pu 0.2*fm*b*t k k 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 +1.20D+1.605+0.50VV+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 +0.90D+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 k +D+0.60W+H at 9.33 to 10.00 +13+0.70E+H at 9.33 to 10.00 +D+0.750Lr+0.750L+0.450VV+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 Maximum Bending Stress Ratio = Max Mu 1.495 k-ft Actual Deft. Ratio U 1,789 Max. Deflection 0.1341 in Max Pu / Ag 11.474 psi Location 9.667 ft 0.3930 Phi * Mn Allowable Dell. Ratio 150 Max. Allow. Defl. 0.2*fm 3.803 k-ft 1.60 in 400.0 psi Controlling As/bd 0.005082 As/bd009548 rho bal 0.01031 Maximum Reactions ... for Load Combination„.. Top Horizontal E Only Base Horizontal E Only Vertical Reaction +D+H 297.960 k 297.960 k 1.60 k Results reported for "Strip Width" = 12 in. Mcr Mu Phi k-ft k-ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.59 0.13 0.90 3.87 0.00 0.00 0.00 0.00 2.59 0.13 0.90 3.87 2.59 0.25 0.90 3.87 2.59 0.25 0.90 3.87 2.59 1.50 0.90 3.87 2.59 0.25 0.90 3.81 2.59 1.49 0.90 3.81 Moment Values Phi Mn As k-ft in^2 0.000 0.000 0.000 0.000 0.233 0.000 0.233 0.233 0.233 0.233 0.233 0.233 As Ratio 0.0000 0.0000 0.0000 0.0000 0.0051 0.0000 0.0051 0.0051 0.0051 0.0051 0.0051 0.0051 0.6 * rho bal 0.0000 0.0000 0.0000 0.0000 0.0099 0.0000 0.0099 0.0099 0.0099 0.0099 0.0098 0.0098 Results reported for "Strip Width" = 12 in. Moment Values Stiffness Mcr Mactual I gross I cracked k-ft k-ft in^4 in"4 0.000 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0,00 0.872 2,59 0.15 443.30 33,91 0.872 2.59 1.05 443.30 33.91 0.872 2.59 0.11 443.30 33.91 0.872 2.59 0.11 443.30 33.91 0.872 2.59 0.79 443.30 33.91 0.523 2.59 0.15 443.30 33.31 0.523 2.59 1.04 443.30 33.31 0.000 0.00 0.00 0,00 0.00 0.000 0,00 0.00 0.00 0.00 I effective in"4 0.000 0.000 0.000 0.000 0.000 0.000 443,300 443.300 443.300 443.300 443300 443.300 443.300 0.000 0.000 Deflections Deflection Deft. Ratio in 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 Ave. Anaheim, CA 92805 Phone: (714) 385-1835 • irilf= Fax: (714) 385-1834 WIMP ENGINEERING IKC, Masonry Slender Wall Project Title: Shasta Tukwila - Glycol Room Engineer: O.J. Project ID: S.1903079 Project Descr: Lic. # : KW-06001611 Description : CMU Wall W Only at 10.00 to 10,67 E Only at 10.00 to 10.67 0.000 0.000 0.000 0.000 0.00 0.00 2.59 2.59 0.00 0.00 0.25 1.49 0.00 0.00 443,30 443.30 Printed: 3 MAY 2019, 2:OOPM File = JABIERCALC120191S.1903079 Glycol Room.ec6 Software copyright ENERCALC, INC. 1983-2018, Build:10.18.9.29 . PLUMP ENGINEERING INC. 0.00 0.000 0.00 0.000 32.41 443.300 32.41 443.300 0.000 0.0 0.000 0.0 0,023 10,662.9 0.134 1,789.3 Plump Engineering, Inc. 914 E KateIla Ave. Anaheim, CA 92805 Phone: (714) 385-1835 Fax: (714) 385-1834 PLUM. eN0INUI1110 INC. Masonry Slender Wall Lic, # KW-06001611 Description CMU all Design Maximum Combinations - Deflections Load Combination Reactions - Vertical & Horizontal Load Combination Project Title: Shasta Tukwila - Glycol Room Engineer: O.J. Project ID: S.1903079 Project Descr: Printed: 3 MAY 2019, 2:OOPM File r. JENERCALC\20191S.1903079 Glycol Room.ec6 Software opyright ENERCALC, INC. 1983-2018, Build:10.18.9.29 Licensee: PLUMP ENGINEERING INC. Results reported for "Strip Width" = 12 in. Axial Load Moment Values Stiffness Deflections Pu Mcr Mactual I gross I cracked I effective Deflection Defl. Ratio k k-ft k-ft in"4 in^4 in^4 in 0.000 0.00 0.00 0.00 0.00 0.000 0.000 0.0 Results reported for "Strip Width" = 12 in. Base Horizontal +D+H 0.0 k +D+L+H 0.0 k +D+Lr+H 0.0 k +D+S+H 0.0 k +D+0.750Lr+0.750L+H 0.0 k +D+0,750L+0.7505+H 0.0 k +D+0.60VV+H 0.0 k +D+0.70E+H 0.2 k +D+0.750Lr+0.750L+0.450W+H 0.0 k +D+0.750L+0.750S+0.450W+H 0.0 k +D+0.750L+0.750S+0.5250E+H 0.2 k +0.60D+0.60W+0.60H 0.0 k +0.60D+0.70E+0.60H 0.2 k D Only 0.0 k Lr Only 0.0 k L Only 0.0 k S Only 0.0 k W Only 0.1 k E Only 0.3 k H Only 0.0 k Top Horizontal Vertical @ Wall Base 0.00 k 0.00 k 0.00 k 0.00 k 0.00 k 0.00 k 0.03 k 0.21 k 0.02 k 0.02 k 0,16 k 0.03 k 0.21 k 0.00 k 0.00 k 0.00 k 0.00 k 0.05 k 0.30 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 Ave. Anaheim, CA 92805 Phone: (714) 385-183:5 gr. C Fax: (714) 385-1834 11111111110 INC. all Footing Lic. # : KW-06001611 Description : CMU Wall Footing Project Title: Shasta Tukwila - Glycol Room Engineer: O.J. Project ID: S.1903079 Project Descr: Code References 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. Overturning Safety Factor Min. Sliding Safety Factor AutoCalc Footing Weight as DL Dimension Printed: 3 MAY 2019, 2:OOP File = J:IENERCALC120191S.1903079 Glycol Roorn.ec6 Software copyright ENERCALC, INC.1983-2018, Build:10.18.9.29 Licensee : PLUMP ENGINEERING INC. 3.0 ksi 60.0 ksi - 3,122.0 ksi ▪ 145.0 pcf • 0.90 Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. • 0.750 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 • 0.00180 1.50:1 1.50:1 Yes Footing Width Wall Thickness Wall center offset from center of footing x4 Applied Loads P : Column Load OB : Overburden V-x M-zz = 3.0 ft 7.625 in 8 in Footing Thickness = 24.0 in Bars along X-X Axis Rebar Centerline to Edge of Concrete... # of Bars in 12" Width = at Bottom of footing = 3.0 in Reinforcing Bar Size = 1.50 ksf Yes 100.0 pcf 0.20 ft ksf ft ksf ft 0.0 ksf 2 5 Vx applied D Lr L S 1.6 in above top of footing k ksf k k-ft Plump Engineering, Inc. 914 E KateIla Ave. Anaheim, CA 92805 Phone: (714) 385-1835 if= Fax: (714) 385-1834 Pl1/11P EN0111Etillig INC, Wall Footing Lic. # : KW-06001611 Description CMU Wall Footing DESIGN SUMMARY Factor of Safety PASS PASS PASS Item Project Title: Shasta Tukwila - Glycol Room Engineer: O.J. Project ID: S.1903079 Project Descr: Printed: 3 MAY 2019, 2:OOPM File = JAENERCALC120191S.1903079 Glycol Room.ec6 Software copyright ENERCALC, INC. 1983-2018, Build:10.18.9.29 . Applied Capacity 7,7t M .0)g Governing Load Combination n/a n/a n/a Utilization Ratio PASS PASS PASS PASS PASS Overturning - Z-Z Sliding - X-X Uplift Item 0.0 Soil Bearing 0.0 Z Flexure (+X) 0.0 Z Flexure (-X) n/a 1-way Shear (+X) 0.0 1-way Shear (-X) Detailed Results Soil Bearing Rotation Axis & Load Combination... Overturning Stability Rotation Axis & Load Combination... Footing Has NO Overturning Sliding Stability Force Application Axis Load Combination... 0.0 k-ft 0.0 k 0.0 k Applied 0.0 ksf 0.0 k-ft 0.0 k-ft 0.0 psi 0.0 psi Gross Allowable Xecc 0.0 k-ft 0.0 k 0.0 k Capacity 0.0 ksf 0.0 k-ft 0.0 k-ft 0.0 psi 0.0 psi No Overturning No Sliding No Uplift Governing Load Combination 0.0 No Moment No Moment n/a n/a Actual Soi -X ea i Stress Actual / Allowable +X Ratio Footing Has NO Sliding Footing Flexure Flexure Axis & Load Combination One Way Shear Overturning Moment Sliding Force Resisting Moment Stability Ratio Units : k-ft Status Resisting Force Sliding SafetyRatio Status Mu Which Tension @ Bot. As Req'd k-ft Side ? or Top ? int'"? Load Combination... Vu -X Vu @ +X Gvm, As Actual As Phi*Mn inA2 inA2 Vu:Max Phi Vn k-ft Status Vu 1 Phi*Vn Units :k Status Plump Engineering Inc. OJ S.1903079 Shasta Tukwila - Glycol Room SK - May 3, 2019 at 2:04 PM S.1903079 Glycol Room.r3d Plump Engineering Inc. 0i Shasta Tukwila - Glycol Room S.1SO3O7S Clvto ki,..ickkl To? 14-ori-tc,,nAck Y 81 2e ac410,-, Loads: BLC 2, ELX Plump Engineering Inc. OJ = 2.3qg Shasta Tukwila - Glycol Room -2344k SK - May 3, 2019 at 2:04 PM S.1903079 S.1903079 Glycol Room.r3d msrace: 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 Dz -.004 at 1.945 ft in Dy -.001 at 2.828 ft in 2.334 at 0 ft A 2.307 at 5.657 ft k .013 at 0 ft Vy k -.013 at 5.657 ft Tk-ft .013 at 2.828 ft .013 at 2.828 ft Mz' k-ft My' k-ft 1.209 at 0 ft .275 at 2.828 ft ft .203 at 2.828 ft ksi fc .1411-ksi 1.195 at 5.657 ft ksi AISC 14fh(360-10): ASD Code Check Direct Analysis Method Max Bending Check 0.097 Location 2.77 ft Equation H2-1 Bending Flange Non -Compact Bending Web Non -Compact Fy Pnc/om Pnt/om Mny'/om Mnz'/om Vny/om Vnz/om Cb 36 ksi 26.442 k 41.605 k 2.088 k-ft 3.998 k-11 12.934 k 12.934 k 1.136 Lb KL/r Max Shear Check Location Max Defl Ratio 0.001 (z) Oft L19648 Compression Flange Slender Qs=.912 Compression Web Slender Qa=1 5.657 ft 86.695 z-z' 5.657 ft 42.969 L Comp Flange 5.657 ft L-torque 5.657 ft Tau_b 1 6 \ Company Designer Job Number Model Name Plump Engineering Inc. : OJ : S.1903079 : Shasta Tukwila - Glycol Room May 3, 2019 2:10 PM Checked By: GMP (Global) Model Settings Display_Sections for Member Calos 5 ,Max Internal Sections for Member Calcs 97 Include Shear Deformation? i Yes , [Increase Nailing Capacity for Wind? , Yes i 'Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (inA2) Merge Tolerance (in)_ P-Delta Analysis Tolerance Include P-Delta for Walls? rAutomatically Iterate Stiffness for Walls? Max Iterations for Wall Stiffness Gravity Acceleration (ft/secA2) Wall Mesh Size (in) Eigensolution Convergence Tol. (1.E-) Axis 144 .12 0.50% Yes Yes 3 32.2 24 4 ,.z:)13a1 Member Orientation Plane Static Solver Dynamic Solver Hot Rolled Steel Code Adjust Stiffness? RISAConnection Code Cold Formed Steel Code Wood Code Wood Temperature Concrete Code Y XZ S • arse Accelerated Accelerated Solver AISC 14th(360-10): ASD Yes(Iterative) AISC 14th(360-10): ASD AISI S100-12: ASD AWC NDS-15: ASD < 100F ACI 318-14 Masonry Code Aluminum Code Stainless Steel Code Adjust Stiffness? ACI 530-13: ASD AA ADM1-15: ASD - Building AISC 14th(360-10): ASD Yes(Iterative) Number of Shear Re_gions Region Spacing Increment (in) 'Biaxial Column Method LParme Beta Factor (PCA) Concrete Stress Block rUse Cracked Sections? Use Cracked Sections Slab? LBad Framing Warnings? Unused Force Warnings? [Min 1 Bar Diam. Spacin Concrete Rebar Set Min % Steel for Column Max % Steel for Column 4 4 Exact Integration .65 Rectan • ular Yes No No Ye No REBAR SET ASTMA615 1 8 RISA-3D Version 17.0.1 [J:\RISA-3D\S.1903079 Glycol Room.r3d] Page 1 •\ Company Designer Job Number Model Name : Plump Engineering Inc. : OJ : S.1903079 : Shasta Tukwila - Glycol Room May 3, 2019 2:10 PM Checked By: GMP (Global) Model Settings, Continued 1Seismic Code ASCE 7-10 CSeismic Base Elevation (ft) Not Entered Add Base Weight? Yes Ct x .02 Ct Z .02 T X (sec) Not Entered Z (sec) Not Entered RX 3 RZ 3 Ct Exp X .75 Ct Exp. Z .75 SD1 1 SDS 1 S1 1 TL (sec) 5 Risk Cat I or II Dr ftZCat _ __... Other Om X 1 I- Cd X 1 Rho Z 1 Rho X 1 Footing Overturning Safety Factor 1 lOptimize for OTM/Sliding No Check Concrete Bearing No Footing,Concrete Weight (k/ft^3) .145 Footing Concrete fc (ksi) 2.5 rooting Concrete Ec (ksi) 2850 Lambda 1 Footing Steel fy (ksi) 60 Minimum Steel 0.0018 Maximum Steel 0.0075 Footing Top Bar #6 'Footing Top Bar Cover (in) 1.5 Footing Bottom Bar #6 Footing Bottom Bar Cover (in) 3 Pedestal Bar #6 Pedestal Bar Cover (in) 1.5 Pedestal Ties #4 Joint Loads and Enforced Displacements (BLC 2 : ELX) 1 _1 Joint Label N1 Basic Load Cases L.D.M L Direction x Magnitude[(k,k-ft),(in.rad) (k`s^2/ft... -2.344 BLC Description L-1 . ! DL 2 _. ELX Category DL ELX X Gravity Y Gravity Z Gravity -1 Joint Point Distributed Area(Me... Surface(P... RISA-3D Version 17.0.1 [J:\RISA-3D\S.1903079 Glycol Room.r3d] Page 2 ,, Company : Plump Eng neering Inc. Designer : OJ Job Number : S.1903079 Model Name : Shasta Tukwila - Glycol Room May 3, 2019 2:10 PM Checked By: GMP Load Combinations Description Sol..PD...SR...BLC Fact..f3LC Fact..BLC Fact..BLC Fact..BLC Fact..BLC Fact..BLC Fact..BLC Fact BLCFact..BLC Fact... 1 TDL+0.7ELX i.Yes 1 -FDLi 1 IELX .7 Maximum Member Section Forces LC Member Label Axial[k] Loc[ft) y Sheartkl Loc[ft z Sh t[kLocft Torgue[k-...LoAftl v-y Momenl[,.Loc[ft z-z Moment[...Locn 1 f 1-- M1 rri•• 2.334 0 0 0 1 .013 : 0 0 1 0 1 .013 .013 2.828 L 2 ' !min 2.307 5.657 0 1 0 -.013 1.5.6571 0 I 0 ' 0 J_ 0 0 ' 0 2.828 Joint Reactions ,_. LC Joint Label I-- -+ 1 N1 2 i 1 1 N2 1 3 1 1__ Totals: L4 _ 1 i COG (ft): 9race (2e @ N2, lik.)ek6 ( •Gllt ) \) 764 4)2' (vozzAiSL = z3o-3-4 vo4,7c Gtx < VA L ' s-, 's (6? 0 2. 4- Bit ckce 4-„ FAckAt IQ Ne-.0": 2.'549 0- IVALt. st&u A301 $0 A- 0 \)otoo, \t L, 0'0 S)\c\-e. .1-t) CMS \)-) co\ is ovPs•t '3\I iNcp(Fc-rioN yr,,egoare********Mariemisavariergirawal....••••••••••••••••••••••••.•••••••••••wo ?or)•-t w..xk ok — v.); Sesk G s(- 10?‘ \Iv), -Tor 0( woo\ • op( toecC x ztrti- stV`q Pts.?›. s $y svecTi RISA-3D Version 17.0.1 [J:\RISA-3D\S.1903079 Glycol Room.r3d] Page 3 Inc .IP 116111(11INC INC. WWW.PeiCa.COM PLUMP Engineering, Inc. 914 E. KateIla Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 LATERAL ANALYSIS: SEISMIC LOAD: 2015 IBC, 2016 CBC, 2017 LABC/LACBC Fa = 1,00 RISK 11 F., = 1.50 le = 1.00 Ss = 1.43 TANK = ELEVATED W/ UNBRACED LEGS Si = 0.53 R = 2.0 SMS = 1.43 Ct = 0.02 SM1 = 0.80 x = 0.75 SDS = 0.95 T = 0.11 sec Sol = 0.53 no = 2.00 Cs (mAx) Sol/(T(R/10) 2.48 W ASCE 7-10 EQ. 12.8-3 Cs S0S4Rile) 0.48 W ASCE 7-10 EQ, 12.8-2 Cs (MIN) = 0.044 SOSie 0.04 W ASCE 7-10 EQ. 12.8-5 Cs (MIN) = 0.5 SAR/le) 0.13 W ASCE 7-10 EQ. 12.8-6 Cs = 0.48 W TANK INFORMATION: HEIGHT DIAMETER EMPTY WT. CAPACITY CONTENTS DENSITY WT. CONTENTS WT. TOTAL 9.46 ft C.O.G. HT. = 6.00 ft 3.50 ft = 3.61 ft 3.39 k SUPPORT HT. = 2.54 ft 822 GAL SPACING 4.17 ft (Ammonia Gas) 0.00 pcf 0.00 14. 3.39 k: OVERTURNING ANALYSIS LATERAL MOVERTURNING MRESISTING MOVERTURNING TENSION NO, RESISTING TENSION SHEAR NO. RESISTING SHEAR 1.62 k 9.69 k-ft 4.20 k-ft 5.49 k-ft 1.52 k 1 LEGS 3.05 k PER LEG 1.62 3 LEGS 1.08 k PER LEG Mr WAWA 2 Uri!' 1100F,1110O004 lOp AWtt, TEST w/WATER. 'ITVNl were EITRAAT8YOLIMA omIDN 1.ITP51 MHN6O= ONOTTOM• SE NNTE IO 154 NITROGEN CHARGE 01 1101 01 01 lYGaalQ lasaDUPDA r TALI EL 10 2 In 1N0.CPIG PIPE P 10A N022LE9 RI d F mope) 5440I7101 Rai s11m1A1 nom 1G' 1h40 S416 SAIOSB SA101B $•A40S GA101B SA1060 FOR Flon44E55.c PDAGE AELEF coma CONN 132N Gh YM 4N FOE NOZZLE O1E 10 F©R N0711,E A 711 10 7141101 oLr FQ9 NOZZLI er NELNEEN NI 01011111 Novas BORE a TAPERDEDI BILL Or MATERIAiS pm; PULE INOTE PIPEp1,44S'1 S,W.IS'ELDON PLATE s�0 00p1 SA1060 SA106 SAS4µ20 W'2a' LEGS4IWOT PADS 4N 20N 10N TT6,10111IPE97/2' S00LIA'Lr 5000,100170? CORAO01GY AllOWA420 IS EXTERNAL A APPAIE210 NEWS SMELL AND NORLLS% MlgiiflYOla O'A4Y'iifil� W 1Yl1� 211 PI 514119411 BA1000 EQUALIZER 31, 42N 211 PIPE S1L01341 SAN I.>ODI SA10HB SA1M0 LN2UWOU1.61 IM N 1114 2 STOIIFTLOG CG0IFIE•IEA042I HNN TRIO 010 Wow 410 002awEttuENNC SMN M auWj1Y 0NEN,L12 /4.0,t,,,,aBPo,411MW,T •P� W....J Wif.FAtYN11.Tt LN I40014 t0A0R 404 xaa11AIMI0 j11_b 01M011ANMem1111nn41ANn1Y I001110104 . A0MY15 PO mum N0 LoNNOV N,,,4AM0p. 00 3400�fe00A1LN4H01n 14 won111.1712,1Y11nxae� *m Iran. L 141'+AU AWOA YET NIGH PRSSSDNLADC1142A SIZE TYPE BATING NATE0IAL WIRE LENGTH PART; PQI 0IY. TYPE RANG 0101E10101. GEAWOE OWN PAR11 PA000L000a022411YA0 104 CONIA017 ume01,00,11014 min Inn a0ai% 0 J Z 0 w Z w w 1. w' 0 4 SIMPSON Strong -Tie Anchor Designer TM Software Version 2.7.6990.0 1.Proiect information Customer company: Plump Engineering, Inc. Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-14 Units: Imperial units Anchor Information: Anchor type: Bonded anchor Material: F1554 Grade 36 Diameter (inch): 0.875 Effective Embedment depth, her (inch): 4.000 Code report: ICC-ES ESR-4057 Anchor category: - Anchor ductility: Yes hm,r, (inch): 6.00 cn (inch): 7.32 Cmin (inch): 1.75 Smin (inch): 3.00 Company: Plump Engineering, Inc. Date: 5/17/2019 Engineer: O.J. Page: 1/5 Project: S.1903097 Address: 914 E. Katella Avenue, Anahiem, CA 92805 Phone: 714-385-1835 E-mail: ojimenez@peica.com Recommended Anchor Anchor Name: SET-3G - SET-3G w/ 7/80 F1554 Gr. 36 Code Report: ICC-ES ESR-4057 Project description: Ammonia Tank Anchorage Location: Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (inch): 6,00 State: Cracked Compressive strength, fc (psi): 2500 9)c,v: 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided at comers: No Ignore concrete breakout in tension: No Ignore concrete breakout in shear: No Hole condition: Dry concrete Inspection: Periodic Temperature range, Short/Long: 150/110°F Ignore 6do requirement: Not applicable Build-up grout pad: No Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925_847.3871 www.strongtie.com SIMPSON Strong -Tie Anchor DesignerTM Software Version 2.7.6990.0 Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: No Ductility section for tension: 17.2.3.4.3 (d) is satisfied Ductility section for shear: 17.2.3.5.3 (c) is satisfied Qo factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: Yes Strength level loads: N" [Ib]: 3050 V. [Ib]: 0 V"y [Ib]: 1080 <Figure 1> X 0 lb Company: Plump Engineering, Inc. Date: 5/17/2019 Engineer: O.J. Page: 2/5 Project: S.1903097 Address: 914 E. katella Avenue, Anahiem, CA 92805 Phone: 714-385-1835 E-mail: ojimenez@peica.com 3050 lb ION lb Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925_847.3871 www.strongtie.com SIMPSON Strong -Tie — - <Figure 2> Anchor DesignerTM Software Version 2.7.6990.0 Company: Plump Engineering, Inc. Date: 5/17/2019 Engineer: 0.J. Page: 3/5 Project: S.1903097 Address: 914 E. Katella Avenue, Anahiem, CA 92805 Phone: 714-385-1835 E-mail: ojimenez@peica.com Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 59E6 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925,847.3871 www.strongtie.com Strong -Tie Anchor DesignerTM Software Version 2.7.6990.0 3. Resulting Anchor Forces Anchor Tension load, Nua (lb) Company: Plump Engineering, Inc. Date: 5/17/2019 Engineer: O.J. Page: 4/5 Project: S.1903097 Address: 914 E. KateIla Avenue, Anahiem, CA 92805 Phone: 714-385-1835 E-mail: ojimenez@peica.com Shear load x, Vuaa (Ib) Shear load y, Vuay (Ib) Shear load combined, N'(Voa.)24-(Vuay)2 (Ib) 1 3050.0 0.0 1080.0 1080.0 Sum 3050.0 0.0 1080.0 1080.0 Maximum concrete compression strain (%o): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (Ib): 3050 Resultant compression force (Ib): 0 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'vx (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 4. Steel Strength of Anchor in Tension (Sec. 17,4.11 Nsa (Ib) 0 0Naa (Ib) 26795 0.75 20096 5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2) = ke2e4feher1-5 (Eq. 17.4.2.2a) ke Ae (psi) her (in) Nb (Ib) 17.0 1.00 2500 4.000 6800 0.750Ncb = 0.750 NcI A (A IV' ,. Nco, ed,N 7" c,NWcp,NNt, (Sec. 17.3.1 & Eq. 17.4.2.1a) AN, (in2) Ark. (in2 ca,aua (in) Yfed,N Wc,N 144.00 144.00 1.000 1.00 St"cp,N Nb (Ib) 0 0,7501‘kb (Ib) 1.000 6800 0.65 3315 6- Adhesive Strength of Anchor in Tension (Sec. 17.4.5) = Th,crfshori-termKsaf(fc /2,500/cov.seis rkcr (psi) fsnormerm Ksat aN.seiS fe (psi) TIccr (psi) 1265 1.00 1.00 1.00 2500 0.24 1265 Noe = A. ererIrdeher(Eq, 17.4.5.2) 1... rc, (psi) de (in) her (in) Noe (Ib) 1.00 1265 0.88 4.000 13909 0.750Na = 0.750 (ANSANao)Ted,Na Wcp,AfaNba (Sec. 17.3.1 & Eq. 17.4.5.1a) Ted,Na ANa (in2) ANa0 (in2) a,a,,a (in) cry. (in) c 547.63 547.63 11.70 1.000 Wp,Na Neo (Ib) 0 0.750Na (Ib) 1.000 13909 0.65 6781 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines rnust be checked for plausibility, Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong -Tie Anchor Designer TM Software Version 2.7.6990.0 Company: Plump Engineering, Inc. Date: 5/17/2019 Engineer: 0.J. Page: 5/5 Project: S.1903097 Address: 914 E. Katella Avenue, Anahiem, CA 92805 Phone: 714-385-1835 E-mail: ojimenez@peica.com 8. Steel Strength of Anchor in Shear (Sec. 17.5.1) Vsa (Ib) Ogrout 16080 1.0 aV,seis Ogrouf CtV,seisOl/sa (Ib) 0.65 0.75 7839 1Q. Concrete Pryout Strength ofAnchor in Shear (Sec. 17.5.3) 0Vcp = 0 minlkcpNa ; kcp/Vcbl = 0 rninikcp(Arva/ANao) Ved,Na Yjcp,IVaNba kcp(ANc / ANco)Vjed,N Vic,N Vicp,NNbl (Sec. 17.3.1 8. Eq. 17.5.3.1a) kcp ANa (in2) Ave (in2) Ted,Na Tcp,Na Nba (Ib) Na (Ib) 2.0 547.63 547.63 1.000 1.000 13909 13909 ANc (in2) A Nco (in2) 144.00 144.00 Sved,N 1.000 Tc,N Nb (Ib) Ncb (Ib) 01/cp (Ib) 1.000 1,000 6800 6800 0.70 9520 11. Results Interaction of Tensile and Shear Forces (Sec. 17.6.) Tension Factored Load, N. (Ib) Design Strength, oNn (Ib) Ratio Status Steel 3050 20096 0.15 Pass Concrete breakout 3050 3315 0.92 Pass (Governs) Adhesive 3050 6781 0.45 Pass Shear FactorecLoad, V. (Ib) Design Strength, eiVr, (Ib) Ratio Status Steel Pryout 1080 7839 0.14 Pass (Governs) 1080 9520 0.11 Pass Interaction check N./ON,, V./016, Combined Ratio Permissible Status Sec. 17.6..1 0.92 0.00 92.0% 1.0 Pass SET-3G wl 7/8"0 F1554 Gr. 36 with hef = 4.000 inch meets the selected design criteria. 12, Warnings - Per designer input, ductility requirements for tension have been determined to be satisfied — designer to verify. - Per designer input, ductility requirements for shear have been determined to be satisfied — designer to verify. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturers product literature for hole cleaning and installation instructions. Input data and results must be che:ked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc, 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925,847:3871 www.stronglie.com david kehle (74:0 January 15, 2020 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn; Mr. Al Metzler RE: Shasta Beverage D19-0171 Glycol Room 1227 Andover Park E Dear Al, RECEIVED CITY OF TUICINI JAN 1 4 2020 IT CENTER This is in response to your correction letter #2 dated January 02,2020 requesting the separate stamped mechanical engineer's review letter regarding the Glycol System. I have attached two copies of the original audit report by Bassett Mechancial and the final review report reviewing revisions to the drawings and compliance with the IFC code sections. The KHS drawings are correct as submitted so no new sheets are attached. I have included revised sheets referenced in the report (A100, P100, P101, E101, E012, M100 and M101). These reports and drawings also are needed for M19-0010 and M19- 0089 as you had the same comments on those two permits as well. 1 know that you have received these directly from Bassett Mechanical previously for your information. The Building department comments from Lee were addressed in a meeting with he and I looking at old drawings from KHS. Lee should be ok now. I trust this will suffice for your technical report and alleviate any concerns relative to the above permits. If you have any other concerns or comments, please let me know. David Keh e CORRECTION LTR# 2. Encl. Bassett Mechanical Shasta Refrigeration Compliance Audit dated Dec 3, 2019 Bassett Mechanical Shasta Audit Compliance review dated Jan 14, 2020 1.Tt-N (o Mc° ificoLIPto le>i le Ica I col ht tot 1916 Bonair Drive S.W. Seattle, WA 98116 017/ (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com City of Tukwila Department of Community Development January 02, 2020 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D19-0171 SHASTA BEVERAGES, INC - GLYCOL ROOM - 1227 ANDOVER PARK E Dear DAVID KEHLE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: FIRE - C DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • International Fire Code Section 606.12.1 requires that refrigeration systems and the buildings in which such systems are installed shall be in accordance with ASHRAE 15. Section 606.12.1.1 requires compliance with IIAR- 2 and IIAR-7. Please submit a separate stamped mechanical engineer's review letter stating that the above stated requirements are being met. Incorporate the changes required by the Engineers Technical Report on a revised set of plan. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D19-0171 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 October 25, 2019 David Kehle 1916 Bonair Dr SW Seattle, WA 98116 RE: Request for Application Extension #1 Permit Number D19-0171 M19-0089 PG 19-0075 Dear Mr. Kehle, This letter is in response to your written request for extensions to the application numbers 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 29, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, achelle Rip Permit Coordinator ley File: Permit No, D19-0171 M19-0089 PG19-0075 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov day" keh e October 10, 2019 City of Tukwila Department of Community Development 6300 Southcenter E3oulevard, Suite 100 Tukwila, WA 98188 Attn: RE: Mr. Jerry Hight Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Glycol Room D19-0171 Dear Mr. Hight, Requ-s5t for Extension # \_ 1 Current LxDiratio.ii-Oate: Extension :equest: ,)(Approv:d for 180 days , Denied j)ruvidc explana Signature/1 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. Sincerely, QQQ David Kehle 1916 Bonair Drive S.W. Seaffle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com / City of Tukwila Department of Community Development 10/1/2019 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Permit Application No. D19-0171 SHASTA BEVERAGES, INC - GLYCOL ROOM 1227 ANDOVER PARK E Dear DAVID KEHLE, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 5/29/2019, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of UNDER REVIEW and is due to expire on 11/29/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the ]Eiuilding Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D19-0171 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 \ david kehle August 5, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn; Mr. Al Metzler RE: Shasta Beverage M19-0089 M19-0010 D19-0171 Glycol Room 1227 Andover Park E Dear Al, RECEIVED CITY OF TUKWILA AUG 0 6 2019 PERMIT CENTER There were correction letters 1 dated June 27 and July 25 on the above permit applications before KHS revised their drawings to coordinate with the latest layout and room layout. I believe that your comment letters were prior to these revised KHS drawings which do reflect UFC Section 606.12.1 and IIAR-2 ad IIAR-7. I have reviewed the KHS drawings (which have been attached to the D19-0171 and submitted under M19-0010 (Allen Johannesen)). My review is as follows: 1. Page 2 references IIAR 2 and 7 2. Page 3 references equipment for emergency relief valving 3. Page 5 shows the emergency manual shut off 4. Page 11 references IIAR notes 5. Page 12 references specs on relief discharge 6. Page 14 has safety specifications CORRE TION OW • I believe that these revised drawings from KHS will be sufficient to answer your questions and concern. If you have any other concerns or comments, please let me know. David Kehle b 10%- CX7 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com david kehle August 5, 2019 BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, WA 98101 Attn: Mr. William Hill RE: Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Glycol Room D19-0171 Glycol Room M19-0089 Venting Glycol Room PG19-0075 floor drains Glycol Room M19-0010 Refrigeration Dear Mr. Hill, CORRECTION LTR# RECEIVED CITY OF TUKWILA AUG 0 6 2019 PERDJIIT CENTEr-, As the Design Professional In Responsible Charge, I have reviewed the attached revised permit drawings based on your correction letter of April 22, 2019 and owner revisions. I am including new KHS drawings which is the refrigeration piping which was under M19-0010 which was reviewed by Allen Johnannessen previously and response to his comment letter were sent to the city in July. Building Review C119-0171 1. Previous comment letter items were addressed 2. Revised sheets, G000-G008, A000, A100, P110, P101, E001, E101, E102, M100,M101,M200,M201 are revised by owner dated 6/7/19 rev 3. 3. New drawings from KHS, refrigeration, dated 6/7/19 "construction" sheets 1-14, should be attached to the overall building plans for reference. 4. All other drawings have not been revised. Electrical EL19-0449 1. While this permit has been issued, these changes should be incorporated, owner revisions' Plumbing and Gas PG19-0075 1. Owner revisions but no change in that water only is being discharge Mechanical Venting M19-0089 1. Owner revision and coordination with KHS refrigeration drawings 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehie@dkehlearch.com Fire Department Comments for M19-0089 and D19-0117 vi 1. Mr Metzler had requested a stamped letter regarding IFC Section 606.12.1 and IIAR-1 and IIAR-7. This comment was written prior to the KHS drawings being revised and submitted under M19-0010. The KHS drawings have several sections that respond to pressure relief systems for the installation as are noted on Pages 2, Pages 11 and 12. Safety systems are noted on Page 14. Page 5 shows the emergency manual shutoff. I am writing a separate cover response to Mr. Metzler noting these items on the KHS drawings. I trust this will answer his concerns. I believe that this will expedite the Glycol Room permit and I look forward to your approval and the permit issuance from the City. If you have any other comments regarding these permits, please let me know. Sincerely, David Kehle Encl: 2 copies Revised sheets Glycol Bldg, 2 copies revised sheets for P,E,and M and KHS drawings Cc: Mr Jerry Hight RECEIVED C.,ITY OF TUKWILA AUG 0 6 2019 nirr CENTER City of Tukwila Department of Community Development June 27, 2019 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Correction Letter # l DEVELOPMENT Permit Application Number D19-0171 SHASTA BEVERAGES, INC - GLYCOL ROOM - 1227 ANDOVER PARK E Dear DAVID KEHLE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • Uniform Fire Code Section 606.12.1 requires that refrigeration systems and the buildings in which such systems are installed shall be in accordance with ASHRAE 15. Section 606.12.1.1 requires compliance with IIAR-2 and IIAR- 7. Please submit a separate stamped mechanical engineer's review letter stating that the above stated requirements are being met. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. To better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, aAktc)Al k ndace Nichols Permit Technician File No. D19-0171 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 May 31, 2019 William Hill, CBO, ACC' BHC Consultants 1601 Fifth Ave, Ste 500 Seattle, WA 98101 RE: Structural and Nonstructural Plan Review Development Permit D19-0171 Shasta Beverages, Inc — Glycol 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 (D19-0106) 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: D19-0171 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov david keh e May 28,2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Mr. Jerry Hight RE: Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Glycol Room Dear Mr. Hight, As the Design Professional In Responsible Charge, I have reviewed the attached permit submittal, drawings and calculations for the single story Glycol and Ammonia Storage room, prepared by Plump Group including structural engineering. This is a semi heated space and so no change to the building envelope. Also included for permits are Electrical, Plumbing, and Venting for this room and equipment (tanks) inside. I believe these are adequate for permit submission and initial review. Please accept for permit review. David Kehle b 19% o RECEIVED CITY OF TUKWILA MAY 29 2019 PERIVIIT CENTER 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com PERMIT SWORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0171DATE: 01/14/2020 PROJECT NAME: SHASTA BEVERAGES, INC - GLYCOL ROOM SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal _ Revision #_ before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Works fi `ft‘i1/41 Fire Prevention Planning Division Structural Permit Coordinator s PRELIMINARY REVIEW: DATE: 01/16/20 Not Applicable Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: Approved with Conditions Denied (le: Zoning Issues) 02/27/20 Fire Fees Apply REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 1 2/18/2013 FEMT GOURD COP?' PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0171 DATE: 08/06/19 PROJECT NAME: SHASTA BEVERAGES, INC - GLYCOL ROOM SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division Public Works n ire revention Structural Planning Division Permit Coordinator LJ s PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 08/08/19 Structural Review Required REVIEWER'S INITIALS: DATE: C APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews DUE DATE: 09/05/19 Approved with Conditions ri Denied (ie: Zoning Issues T Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fir Ping D PW 0 StaffInitials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0171 DATE: 05/29/19 PROJECT NAME: SHASTA BEVERAGES, INC - GLYCOL ROOM SITE ADDRESS: 1227 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 16i4C. R'Building UC 0'01 bivicsion VittA(D Public Works A_1\A typc OA\ tit Fire Prevention Planning Division Utkt4).C, q24161 Structural Permit Coordinator MeN11011111111111110.11111111111•11.1401.11111111111111W111111111111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S IN T ALS: DATE: DUE DATE: 06/27/19 DATE: 05/30/19 Structural Review Required APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fir Ping PW D StaffInitials: 12/18/2013 • Date: I , City of Tukwila REVISION SUBMITTAL Department of Community Develop en 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ..2.0-1-o Plan Check/Permit Number: D19-0171 Response to Incomplete Letter # Response to Correction Letter # 2 Revision # after Permit is Issued [1 Revision requested by a City Building Inspector or Plans Examiner El Deferred Submittal # 6u4e-ok. Pinvl Project Name: Shasta Beverages, Inc — Glycol Room Project Address: 1227 Andover Park E Contact Person: QIC) /%-l-tkde ei-X Pi,' Phone Number: lap lie-r3Uck(2— CkiCe /AXt9t1 a-F:121v 12.43 lel r460 eeibteyt 01\ fav two 1-iewr NkCL.ivtia WV OF 2020 PEFIRVF' C_Mi•Ezi ti:ICt Sheet Number(s): - )kV1 re7,001,e-v2, e oz, ot, "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 6is-- a076 CAUsers\bill-r\Desktop \Revision Submittal Form.doc Revised: August 2015 City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http:/lwww.ci.tukwila.wa.us Steve Lancaster, Director REVISION SlUBNIITTA Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 125> Plan Check/Permit Number: VA, -• O Response to Incomplete Letter # O Response to Connection Letter # 0 Revision # 101,ud 1 Ej Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: lawozlize -1* ASPCNI3Z-VW-4(-0 Contact Person:114LWO &We Phone Number: tap Summary of Revision: ii3viewed and Approved tor Substant Compliance By BH • ultants Data Sheet Number(s): "Cloud" or highlight all areas ofreviion incluJing da1t ofrevision Received at the City ofTukwila Permit Center by: Entered in Permits Plus on tapplicationstfonns-applications an linerevision subminia Created: 8-13-2004 Revised; pl Date: M° [11 El City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D19-0171 Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # RECEIVED CITY OF TUKWILA AUG 0 5 2019 PERMIT CENTER Project Name: SHASTA BEVERAGES, INC GLYCOL ROOM Project Address: 1227 ANDOVER PARK E Contact Persorf-:a410 016aite Summaryo Revi Phone Number:ft A33 "c!Ctii-- mod' 46 amtvepe totf-eK- Sheet Number(s): "Cloud" or highlight all areas of revision including date evision Received at the City of Tukwila Permit Center b • Entered in TRAKiT on e- - ct W Vermit Center (Rachelle)\Kandace - Revision Submittal Form.doc Revised: August 2015 CITY OF TUKWIL4 Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING L, -5'010c Or) [please print name] , states as follows: PERMff NO: 9-- 6117 i. I have made application fora permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCVV18.2.7.o9o. 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 18.27090, I consider the work authorized under this permit to be exempt under number 1-7(,), and will therefore not be performed by a registered contractor. 5. I _ understand that the licensing provision of RCW 19.28,161 through 19,28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. By signing below, I certify the information 1 am providing on this affidavit is true and accurate. I understand that if I make false statements or misrepresentations I may be assessed penalties. Furthermore, I understand that I may be waiving certain rights that 1 might otherwise have under state law in any decision to ngage an unregistered contractor to perform construction work. Owner's Agent* Signed date: 7 day of g t /if(7-4) zo 18.27.0Q0 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States govern merit, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal govern ment; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; to. Any construction or operation in dental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; n. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12, * Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasingthe property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certifieci under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; la Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16, Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or nianufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plu robing work. • PcrWI,Iiinn State Departmentof Libor and Industries lessee has been Interpreted to be equivalent to owner for purpoars of eXe mptions. A TENANT IMPROVEMENT FOR: SHASTA BEVERAGES INC. A- GLYCOL ROOM AND MAIN BUILDING 1227 Andover Park E Tukwila, WA 98188 SYMBOL LEGEND ABBREVIATIONS GENERAL NOTES PROJECT DIRECTORY SHEET INDEX & AND JAN. JANITOR 1. ALL CONTRACTORS AND SUBCONTRACTORS WILL THOROUGHLY FAMILIARIZE OWNER: ENGINEERING TEAM (MECH./PLUMPING): GENERAL (NOT ALL ABBREVIATIONS MAY BE USED IN THIS DOCUMENT) @ AT JT. or JNT JOINT THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS AND WILL VERIFY EXISTING SITE SHASTA BEVERAGE PLUMP ENGINEERING INC. A.B. ANCHOR BOLT JST. JOIST G000 COVER SHEEP EXTERIOR ELEVATION TARGET EXTERIOR ELEVATION TARGET A.C. ASPHALTIC CONCRETE AND CONDITIONS PRIOR TO SUBMITTING A BID. ALL SUBCONTRACTORS WILL PROVIDE 1227 ANDOVER PARK E 914 E KATELLA AVENUE A.C.I. AMERICAN CONCRETE INSTITUTE ALL LABOR, SUPERVISION, AND MATERIALS OF EVERY TYPE WHICH MAY BE TUKWILA WA 98188 ANAHEIM, CA 92807 G0o1 GENERAL NOTES ELEVATION DESIGNATION DETAIL DESIGNATION L ANGLE NECESSARY FOR A SUCCESSFUL COMPLETION, ALL WORK TO BE PERFORMED IN A CONTACT: MOSTAFA ZUBAIR X RCP ACOUSTIC CEILING PANEL LB. or # POUNDS G002 EXITING PLAN GOOD AND WORKMANLIKE MANNER ACCORDING TO THE TRUE INTENT AND CONTRACTOR: TEL: (714) 385-1835 X A.D.A.A.G. AMERICANS WITH DISABILITIES ACT AX.O LG. LONG MEANING OF THE DRAWINGS AND SPECIFICATIONS. PROCON DEVELOPMENT INC. EMAIL: MAZUBAIR@PEICA,COM G003 ACCESSIBILTY DETAILS ACCESSIBILITY GUIDELINES � MAT. MATERIAL G004 MAIN AREA EXITING PLAN SHEET REFERENCE NO. A.F.F. ABOVE FINISH FLOOR MAX. MAXIMUM LOS KATELLA AVE. ALUM. ALUMINUM 2. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL NOT CONTROL, OF SHEET REFERENCE NO. LOS ALAMITOS, CA 90720 M.B. MACHINE BOLT AND WILL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, CONTACT: GUY CASTILLO ENGINEERING TEAM (ELECTRICAL): G005 CONSTRUCTION FENCE PLAN A.P.A. AMERICAN PLYWOOD ASSOCIATION MEZZ. MEZZANINE PLUMP ENGINEERING INC. BUILDING SECTION TARGET VIEW NUMBER q Q.T. ABRASIVE QUARRY TILE TECHNIQUES, SEQUENCES, PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS TEL: (562)756-4412 VIEW NAME MIN. MINIMUM IN CONNECTION WITH THE WORK ON THIS PROJECT OR FOR THE ACTS OR OMISSIONS 914 E KATELLA AVENUE G006 SECOND FLOOR BREAK ROOM EXITING PLAN 1 A DETAIL ARCH. ARCHITECTURAL EMAIL: GCASTILLO@PROCONGC.COM MISC. MISCELLANEOUS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANAHEIM, CA 92807 A.S.T. M. AMERICAN SOCIETY FOR TESTING MPH MILES PER HOUR G007 SECOND FLOOR QA LAB EXITING PLAN A /Al A] SC: +/8•=+' MATERIALS ANY OF THE WORK ON THIS SITE, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY CONTACT; ADEL POURSHARIF L— VIEW SCALE M.P.S. MODULAR PANELBOARD OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT AND OR ARCHITECT & ENGINEERING TEAM: TEL: (714) 385-1835 G008 SECOND FLOOR MEZZANINE EXITING PLAN SHEET NUMBER BLK'G BLOCKING M.S.B, MAIN SWITCH BOARD 914 E KATELLA AVENUE SHEET REFERENCE NO. SYSTEM CONSTRUCTION DOCUMENTS. PLUMP ENGINEERING INC. EMAIL: APOURSHARIF@PEICA.COM SECTION DESIGNATION B.N. BOUNDARY NAIL MTL. METAL 3. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND/OR SHORING TO ANAHEIM, CA 92807 ARCHITECTURAL BM. BEAM PARTIAL SECTION TARGET INTERIOR ELEVATION TARGET B.O.J. BOTTOM OF JOIST INSURE STRUCTURAL STABILITY OF THE BUILDING AND ALL RELATED'. BUILDING CONTACT: GREG PANEK B.U.R. BUILT UP ROOFING (N) NEW COMPONENTS IE: STRUCTURAL WALLS, INTERIOR. WALL ASSEMBLIES, ETC. DURING THE TEL: (714) 385-1835 A000 SITE PLAN ,dbe---- DETAIL DESIGNATION 0 BOTT. or (B) BOTTOM NO. or # NUMBER CONSTRUCTION PHASE OF THIS PROJECT. EMAIL: GPANEK@PEICA.COM A100 FLOOR PLAN A IA1 N.I.C. NOT IN CONTRACT X I N.T.S. NOT TO SCALE 4. WORK WILL BE COORDINATED WITH ALL TRADES IN ORDER TO AVOID INTERFERENCE, AIOI REFLECTED CEILING PLAN AXO SHEET REFERENCE NO. C CONDUIT AND AVOID OMISSIONS. \� C.L. or �. CENTER LINEO.C. ON CENTER A200 CMU WALL SECTION SHEET REFERENCE NO. SECTION DESIGNATION C.B.B. CEMENTITIOUS BACKER BOARD O.F.C.I. OWNER FURNISHED, 5. ALL MATERIALS USED WILL BE NEW AND BEAR U.L. LABELS WHERE REQUIRED AND MEET PROJECT SUMMARY C.B.C. CALIFORNIA BUILDING CODE CONTRACTOR INSTALLED APPROPRIATE N.E.M.A. STANDARDS. SECTION DETAIL TARGET ELEVATION REFERENCE TARGET C.C. CORE DRILL O.F.O.I. OWNER FURNISHED, STRUCTURAL OWNER INSTALLED DETAIL DESIGNATION EL= -XX" SECTION/ C.J. CONTROL JOINT (COLD JOINT) b. LAYOUT ALL PARTITIONS BEFORE BEGINNING CONSTRUCTION TO PREVENT ERRORS BY SCOPE OF WORK: SOD] GENERAL NOTES X' CLG. CEILING DISCREPANCY. ALL DRYWALL PARTITIONS WILL BE INSTALLED AS NOTED ON THE TENANT IMPROVEMENT WORK CONSISTING OF ARCHITECTURAL, STRUCTURAL, X T.O.W. ELEVATION CLR. CLEAR O.H. OPPOSITE HAND DATUM OPNG. OPENING DRAWINGS. MECHANICALELECTRICAL AND PLUMBING FOR NEW GLYCOL ROOMS002 GENERAL NOTES AX.O C.M.U. CONCRETE MASONRY UNIT . , SHEET REFERENCE NO. X'-XX" PLAN DATUM COL. COLUMN P.C. PLUMBING CONTRACTOR 7. EACH SUBCONTRACTOR WILL AMEND AND MAKE GOOD AT HIS OWN COST, ANY S100 SITE PLAN TT CONC. CONCRETE P. LAM PLASTIC LAMINATE OR DEFECTS OR OTHER FAULTS IN HIS WORKMANSHIP AND/OR HIS SUPPLIED MATERIALS. APPLICABLE BUILDING CODES: S101 PARTIAL FLOOR PLAN & PARTIAL ROOF FRAMING PLAN MATCH LINE COLUMN CENTERLINE CONN. CONNECTION CONST. CONSTRUCTION PARALLAM (BEAM) BUILDING 2015 INTERNATIONAL BUILDING CODE W/ WASHINGTON AMENDMENTS S200 STRUCTURAL DETAILS _ CONST. JT. CONSTRUCTION JOINT PL, PLATE 8. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING, CUTTING AND/OR FIRE 2015 INTERNATIONAL FIRE CODE W1 WASHINGTON AMENDMENTS MATCH LINE SE X/XX CE CONT. CONTINUOUS P.L. PROPERTY LINE INSTALLING MATERIAL, PRODUCT OR EQUIPMENT. IN THE EVENT OF ANY PLUMBING 2015 UNIVERSAL PLUMBING CODE W/ WASHINGTON AMENDMENTS PLYWD. PLYWOOD DISCREPANCIES, CONTACT THE CONSTRUCTION MANAGER BEFORE PROCEEDING MECHANICAL 2015 INTERNATIONAL MECHANICAL CODE W/ WASHINGTON AMENDMENTS MATCH LINE SE X/XX CONTR. CONTRACTOR PR. PAIR WITH THAT WORK. ELECTRICAL 2015 INTERNATIONAL ELECTRICAL CODE W/ WASHINGTON AMENDMENTS PLUMBING COMP COMPACTED (ION) PST. POUNDS PER SQ. FOOT ACCESSIBILITY 2015 INTERNATIONAL BUILDING CODE W/ WASHINGTON AMENDMENTS P100 GENERAL SPEC SHEET C.T. CERAMIC TILE ROOM NAME AND NUMBER TARGET PARTITION TYPE TARGET PSI. POUNDS PER SQ. INCH 9. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. ENERGY CODE 2015 WASHINGTON STATE ENERGY CODE IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS OR INFORMATION, P101 FLOOR PLAN XXXX ROOM NAME DBL. DOUBLE Q.T.QUARRY TILE CONTRACTOR SHALL NOTIFY ARCHITECT. FIGURED AND CALCULATED DIMENSION 1 XXXX DEGREE BUILDING DATA 0 PARTITION TYPE TAKES PRECEDENCE OVER SCALED MEASUREMENTS. DETAILED DRAWINGS AND f� ROOM NO. • •• G.•" • • • •DIAM£FER RAD. OR (Rj RADIUS CONSTRUCTION TYPE: III-B ^^^'I DESIGNATION DIAG. DIAGONAL LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. AUTOMATIC SPRINKLER SYSTEM: YES ELECTRICAL DESIGNATION REINF. REINFORCEMENT ALL PLAN DETAILS AND WALL SECTIONS ARE ASSUMED TO BE TYPICAL CONDITIONS DIM. DIMENSION UNLESS DETAILED OR NOTED OTHERWISE. NUMBER OF STORIES: 2 E001 GENERAL NOTES, SYMBOLS LIST, LIGHT FIXTURE/PANEL SCHEDULES & SLID DOOR NUMBER TARGET KEY NOTE TARGET DR. DOOR S.C. SAW -CUT JOINT E101 LIGHTING &ROOF POWER PLAN DWG.(S) DRAWING(S) SCHED. SCHEDULE 10. ADD SUFFICIENT BLOCKING IN STUD WALLS TO SUPPORT ALL ITEMS OR EQUIPMENT PROJECT DATA: DOOR NUMBER 1 SLIT. SHEET SHOWN OR SPECIFIED TO BE ATTACHED TO THE WALLS. PROVIDE ADDITIONAL ZONE: TUC-WP (TUKWILA URBAN CENTER - WORKPLACE) (E) EXISTING SIM. SIMILAR STRUCTURAL SUPPORT ANGLES, CHANNELS, ETC.) WITHIN WALLS WHERE THE WEIGHT OCCUPANCY: F, S-1 NOTE NUMBER EA. EACH ( MECHANICAL SM SHEET METAL OF ATTACHED ITEMS OR EQUIPMENT IS TOO GREAT TO BE SUPPORTED BY METAL AREA OF WORK: 1,189 S.F. E.C. ELECTRICAL CONTRACTOR SMS SHEET METAL SCREW STUDS. PROVIDE BLOCKING FOR OWNER FURNISHED OR INSTALLED ITEMS, M100 GENERAL SPEC SHEET REVISION TARGET/ADDENDUM TARGET NORTH ARROW E.F. EACH FACE SPEC.(S) SPECIFICATION(S) EL, ELEVATION SQ. SQUARE M701 FLOOR PLAN �— REVISION NO. PLAN E.N. EDGE NAIL 11. ALL FINISHED FLOOR ELEVATIONS REFER TO ARCHITECTURAL DRAWINGS ONLY. REFER OR ADDENDUM NO. NORTH SQ. IN. SQUARE INCH CIVIL DRAWINGS FOR RELATIONSHIP TO PROJECT BENCHMARK(S). M200 MECHANICAL DETAIL -INSERT LOUVERS N TRUE E.Q.C. EDGE OF COUNTER / EDGE OF SQ. FT. SQUARE FOOT NORTH EQUIPMENT S.S. STAINLESS STEEL 12. ANY ADDITIONS OR CHANGES TO WORK MUST BE AUTHORIZED IN WRITING BY THE M201 MECHANICAL DETAIL ROOFTOP EXHAUST EQ. or EQUAL STD. STANDARD CONSTRUCTION MANAGER. NO ALTERATIONS WILL BE MADE ON THIS PROJECT M202 MAIN AREA FLOOR PLAN EQUIP. EQUIPMENT STL. STEEL EXCEPT UPON WRITTEN ORDER BY THE CONSTRUCTION MANAGER. E.S. EACH SIDE STOR.T. STORAGE EXP. EXPANSION STRUCT. STRUCTURAL 13. WEATHER CONDITIONS: CONTRACTORS WILL PROTECT ALL PARTS .OFTHEIR WORK SUSP. SUSPENDED FROM WEATHER DAMAGE DUE TO FROST, RAIN, HEAT, ETC. AND WILL MAKE GOOD FACT. FACTORY SYM. SYMMETRICAL TO THE SATISFACTION OF THE CONSTRUCTION MANAGER AND/OR GENERAL SEPARATE PERMIT F.D. FLOOR DRAIN CONTRACTOR ANY PORTION OF THE WORK WHICH MAY HAVE BECOME DAMAGED. R QUIRED FOR: VICINITY MAP F.D.C. FIRE DEPT. CONNECTION IT) TOP Mechanical FDN. FOUNDATION T.B.A. TO BE DETERMINED 14. SITE SAFETY: EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS AND F,F. FINISHED FLOOR TEMP. TEMPERED (TEMPERATURE) RELATED OSHA STANDARDS FOR THE PROTECTION AND SAFETY FOR THEIR EMPLOYEES Placating F.F.L. FINISHED FLOOR LEVEL THK. THICKNESS ON SITE. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL BE HELD Plumbing F.G. FLOAT GLASS HARMLESS BY THE OWNER, GENERAL CONTRACTOR AND RELATED AWARDED TRADES -- —Piping T & G TONGUE & GROOVE — -- - - - -- Gas + R '-:,l , '•7r : sJi ��= FLR. FLOOR T.N. TOE NAIL ON THIS PROJECT FOR ACCIDENTS OR INJURIES CAUSED OR ACCRUED ON THIS REVISIONS City of Tukwila (L �� FIN. FINISH T,O.B. TOP OF BEAM PROPERTY DURING THE PRE/ACTUAL/POST CONSTRUCTION PHASES OF THIS PROJECT. BUILDING DIVISION _ t F.N. FIELD NAIL No c es sna; h n sue to thJ Pin No. F.O.B. FACE OF BEAM T.O.C. TOP OF CURB t �' "1 n ! ; ^ rg 's?" _ T.O.F. TOP OF FOOTING 15. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OF DEBRIS at worn w,tnout r - a""'Oval lj Plan review approval is subjea to errors and FOF. FACE OF FINISH r omissions. Approval of construction aocuments tloes T.O.PL. TOP OF PLATE ACCUMULATED BY EACH TRADE. HOWEVER, EACH TRADE WILL KEEP THE JOB SITE ukw+la BuddinG �wsionfr F.O.J. FACE OF JOIST not authorize the vwlahon of any adopted code or t I , a T.O.S. TOP OF SLAB CLEAN AND SAFE AT ALL TIMES, ALONG WITH A BROOM FINISH AT THE END OF EACH NOTE: Revisions vvdl reduve a nordinance Receipt of approved Field Copy and F O.M. FACE OF MASONRYF.O.P. FACE OE POST T.O. . TOP OF WALL WORKING DAY. mi a n .mav moua ,00,t ona' ndrtions is pKp wlemged: F.O.S. FACE OF STUD i T air.�"=_z F.R.P. F FIBERGLASS REINFORCED PANEL TYP T.O.W. TYPICAL 16. TRANSITION OF DIFFERENT FLOORING MATERIALS AT DOORWAYS SHALL OCCUR AT - --- - - - _ gy.�ciJ�'S6 iN �( submittal toad U.B.C. UNIFORM BUILDING CODE CENTERLINE OF DOORS TYPICALLY. Dale: -2.6'LO - ' F.S. FLOOR SINK Crtv of runwua U.O.N. UNLESS OTHERWISE NOTED + r. Z FT. FEET euunirx; nivisiorr 1 i + {j a I t T �,- q U.S,P. UNDER SEPARATE PERMIT 17. PAINT ALL WALL SURFACES, DOOR FRAMES, BULKHEADS AND CEILINGS IN ROOMS y ( t 3 ,I ; FTG. FOOTING WHERE INDICATED ON ROOM FINISH SCHEDULE. PAINT BEHIND ALL MOVEABLE ITEMS a i _.I 3"` ,-•—�. <' ems* -I VERT. OR IV) VERTICAL ADJACENTTO WALLS RECEIVING PAINT AND RELOCATE ITEMS. 5 ) 3 'i;,, �. GA. GAUGE (GAGE) V.W.C. VINYL WALLCOVERING ''�` _ r I r z•( G.B. GYPSUM BOARD NOTES 2 'r F T'" e'r'ru^ "`xr G.C. GENERAL CONTRACTOR 18. ALL WEATHER -EXPOSED SURFACES SHALL HAVE A WEATHER RESISTIVE BARRIER TO 'v Js,,:„ '.—'-' GRLV. GALVANIZED W/ WITH PROTECT THE INTERIOR WALL COVERING AND EXTERIOR OPENINGS SHALL BE FLASHED t[s^ nU AApr©Vea1 iT t • f v 0 '` J t } G.I. GALVANIZED IRON WD. WOOD IN SUCH A MANNER AS TO MAKE THEM WATERPROOF. rr::� t^� tantivitailts _ € SastiTHsi T ' ' "' GLB. GLUE -LAMINATED BEAM W.G.B. WATER RESISTANT GYPSUM Cyy 13 �m.40i1�nCEBUILDINGDIViSIC FO 0 `_-� `. t a ? . , BOARD 19. ALL PLAN DIMENSIONS ARE TO FINISHED FACE OF FINISHED WALLS, FACE OF LIAN '' W.I.B. WALK-IN BOX MASONRY, AND CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. 1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND /q//'� �� ,,,, �'r.,. H.D. HUB DRAIN WT. WEIGHT UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES f ED ` + a + fL 3 HDR. HEADER (POWER POLES, PULL -BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, Date WWM. WELDED WIRE MESH 20. VERIFY ALL ELEVATIONS AND DIMENSIONS OF STRUCTURAL ELEMENTS WITH i ,? tI'll,(Taz u,§ HOW. HARDWARE ARCHITECTURALDRAWINGS.INCASEOFCONFLICT,NOTIFYARCHITECT.THE APPURTENANCES, ETC.} OR TO THE LOCATION OF THE HOOK-UP. THE g�7�9 020 z "atT- ;n =' HGR. HANGER CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES WHETHER /' HGT. or HT. HEIGHT CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND BE RESPONSIBLE FOR THEM. ALL OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY DIMENSIONAL DISCREPANCIES ARE TO BE BROLGHT TO THE ATTENTION OF THE1L' F •` H.M. HOLLOW METAL CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. HORIZ. or H HORIZONTAL ARCHITECT. IIa 4,,L�v.i" /H.S.B. HIGH STRENGTH BOLT 21. PLANS FOR MODIFICATIONS TO EXISTING FIRE PROTECTION EQUIPMENT SUCH ASISI LD. INTERIOR DESIGN STANDPIPES, SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS, SHALL BE SUBMITTED TO IN. INCH THE BUILDING DIVISION AND APPROVED BY THE FIRE DEPARTMENT BEFORE INFO. INFORMATION EQUIPMENT IS ALTERED OR MODIFIED. ' T INV. INVERTED arm0111 TUKWILA WiAS 4GT.C�fi*/ as V ; Stamp: /S -�EXP. 03/19/20 6/21/19 d In M� W Z V _Z V) W Z ry O W > O LJJ O W -V L op 00 E W aC p W Q N Q r ^ v J Q d V) N CV � V H REVISIONS FOR CITY SUBMITTAL 04/04/19 PLAN CHECK 1 4/22/2019 CLIENT REVISIONS 2 05/22/2019 CLIENT REVISIONS 3 06/07/2019 LLI W LJJ 0 CR 6/21/19 t= m 0 " 1903079 h SHEETNUMBER 0 0 0 8 R K 0 U a 0 9 2 F 6 1 C - E Q2 Po .Ro o; 11 ws_ ` , -ow `�% SITE DEVELOPMENT AND ACCESSIBLE ROUTE OF TRAVEL 1127B NOTE: ACCESSIBLE ROUTE OF TRAVEL IS DEFINED AS "A CONTINUOUS UNOBSTRUCTED PATH CONNECTING ALL ACCESSIBLE ELEMENTS AND SPACES IN AN ACCESSIBLE BUILDING OR FACILITY THAT CAN BE NEGOTIATED BY A PERSON WITH A SEVERE DISABILITY USING A WHEELCHAIR AND THAT IS ALSO SAFE FOR AND USABLE BY PERSONS WITH OTHER DISABILITIES" SEC. 1102B. 1. SITE DEVELOPMENT AND GRADING SHALL BE DESIGNED TO PROVIDE ACCESS TO ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXITS, AND ACCESS TO NORMAL PATHS OF TRAVEL, AND WHERE NECESSARY TO PROVIDE ACCESS, SHALL INCORPORATE PEDESTRIAN RAMPS, CURB RAMPS, ETC. SEC. 1127B.1 2. WHEN MORE THAN ONE BUILDING OR FACILITY IS LOCATED ON A SITE, ACCESSIBLE ROUTES OF TRAVEL SHALL BE PROVIDED BETWEEN BUILDINGS AND ACCESSIBLE SITE FACILITIES. SEC 1127B.1. 3. ROUTE BETWEEN ACCESSIBLE BUILDING ENTRANCES, ACCESSIBLE SITE FACILITIES AND THE ACCESS ENTRANCE TO THE SITE. SEC 1127B.1 4, AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE PROVIDED FROM PUBLIC COINCIDE WITH THE ROUTE FOR THE 5. WHEN A BUILDING OR PORTION OF A BUILDING IS REQUIRED TO BE ACCESSIBLE OR ADAPTABLE, AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE PROVIDED TO ALL PORTIONS OF THE BUILDING, TO ACCESSIBLE BUILDING ENTRANCES, AND BETWEEN THE BUILDING AND THE PUBLIC WAY. SEC. 11 14131.2. 6. WHEN MORE THAN ONE ROUTE OF TRAVEL IS PROVIDED, ALL ROUTES SHALL BE ACCESSIBLE. SEC. 1114B1.2 OWALKS AND SIDEWALKS 1133B.7 1. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2", AND SHALL BE A MINIMUM OF 48" IN WIDTH. SEC. 1133B.7.1, FIG. 118-27(a) 2. WHEN ABRUPT CHANGES IN LEVEL NOT EXCEEDING 1/2" OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2, EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4" MAT BE VERTICAL SEC. 1133B.7.4, FIG, 11 B-5E(c) AND (d). 3. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE EXCEEDING 1/2" SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. SEC. 1133B.7.4. 4. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL IT SHALL COMPLY WITH THE PROVISIONS OF SECTION 1133B.5 SEC. 1133B.7.3. 5. WALK AND SIDEWALK SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4" PER FOOT EXCEPT WHEN THE ENFORCING AGENCY FINDS THAT DUE TO LOCAL CONDITIONS IT CREATES AN UNREASONABLE HARDSHIP, THE CROSS SLOPE CAN BE INCREASED TO A MAXIMUM OF 1/2" PER FOOT FOR DISTANCES NOT TO EXCEED 20'-0" SEC. 1133B.7.1.3. 6. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" BY 60" AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48" WIDE AND 44" DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SEC. 1023.5 7. WALKS SHALL EXTEND A MINIMUM OF 24" TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK. SEC. 1133B.7.6. FIG. IIB-26B. B. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 51-0" IN LENGTH AT INTERVALS AT LEAST EVERY 400'-0'. SEC. 1133B.7.6. WALK AND SIDEWALK SURFACES SHALL BE SLIP -RESISTANT AS FOLLOWS SEC. 1023.1 a. SURFACES WITH A SLOPE OF LESS THAN 6 % GADIENT SHALL BEAT LEAST AS SLIP RESISTANT AT THAT DESCRIBED AS A MEDIUM SALT FINISH. SEC. 1133B.7.1.1. b. SURFACES WITH A SLOPE OF 6 % GRADIENT SHALL BE SLIP RESISTANT. SEC. 1133B.7.1.2. 9. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE, FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL BE NO GREATER THAN 1/2" WIDE IN ONE DIRECTION. IF GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. SEC. 1133B.7.2, FIG. IIB-7E(a). (�) ACCESSIBLE PARKING 1129E 1. PROVIDE DISABLED PARKING SPACES AS REQUIRED BY TABLE 118-6. SEC. 1129B.1. SEE SITE PLAN TABLE 11 B-6 TOTAL NUMBER OF PARKING SPACES PROVIDED TOTAL NUMBER OF DISABLED PARKING SPACES REQUIRED 1-25 1 26-50 2 51-75 3 76-100 4 101-150 5 151-200 6 201-300 7 301-400 8 401-500 9 501-100D 2% OF TOTAL SPACES PROVIDED 1001-OVER 20+1 FOR EA.100 OR FRACTION THEREOF OVER 1001 1, EACH LOT OR PARKING STRUCTURE WHERE PARKING IS PROVIDED FOR THE PUBLIC AS CLIENTS, GUESTS, OR EMPLOYEES, SHALL PROVIDE ACCESSIBLE PARKING AS REQUIRED BY SECTION 1129B. SEC, 11298.1. 2. ACCESSIBLE PARKING SPACES SERVING A PARTICULAR BUILDING SHALL BE LOCATED AS NEAR AS PRACTICAL TO A PRIMARY ENTRANCE AND ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE ENTRANCE. SEC. 1129B.1 AND 1129B.4. 3. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL TO AN ACCESSIBLE PEDESTRIAN ENTRANCE OF THE PARKING FACILITY. SEC. 1129B.1. 4. IN BUILDINGS WITH MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED CLOSEST TO THE ACCESSIBLE ENTRANCES. SEC. 11298.1. 5. WHEN MORE THAN ONE ACCESSIBLE PARKING SPACE IS PROVIDED, IN LIEU OF PROVIDING A 14'-0" WIDE SPACE FOR EACH PARKING SPACE, TWO SPACES CAN BE PROVIDED WITHIN A 23'-0" WIDE AREA LINED TO PROVIDE A 9'-0" PARKING AREA ON EACH SIDE OF A 5'-0" LOADING AND UNLOADING ACCESS AISLE IN THE CENTER. SEC. 1129B.4.1. FIGAIB-18A AND C. 6, THE MINIMUM LENGTH OF AN ACCESSIBLE PARKING SPACE SHALL BE 18'-0" SEC. 1129B.4.1. FIG. 11B-18A, B, AND C. 7 ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE SHALL BE SERVED BY AN ACCESS AISLE 96" WIDE MINIMUM AND SHALL BE DESIGNATED VAN ACCESSIBLE. ALL SUCH SPACES MAY BE GROUPED ON ONE LEVEL OF A PARKING STRUCTURE. SEC. 1129B.3.2, FIG.11B-18A, B, AND C. 8. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 1 UNIT VERTICAL TO 50 UNITS HORIZONTAL IN ANY DIRECTION. SEC. 1129B.3.3. 9. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAYS. SEC. 1129B.3.3. FIG. 11B-1 BA, B, AND C. 10, PEDESTRIAN WAYS WHICH ARE ACCESSIBLE TO PEOPLE WITH DISABILITIES SHALL BE PROVIDED FROM EACH SUCH PARKING SPACE TO RELATED FACILITIES, INCLUDING CURB CUTS OR RAMPS AS NEEDED. SEC. 1129B.3.3. FIG. 116-18A, B, AND C. It. RAMPS SHALL NOT ENCROACH INTO ANY PARKING SPACE WITH THE EXCEPTION OF A TRANSITION RAMP FROM A LOADING / UNLOADING AREA TO AN ADJACENT SIDEWALK. THE TRANSITION RAMP SHALL BE A MINIMUM OF 48" IN WIDTH, A MAXIMUM SLOPE OF 1:12. SEC. 1129B.4.3. FIG. 118-18A, B, AND C. 12. ACCESSIBLE PARKING SPACES SHALL BE SO LOCATED THAT PERSONS WITH DISABILITIES ARE NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN. SEC. 112913.3.3. 13. EACH PARKING SPACED RESERVED FOR PERSONS WITH 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 A PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80" FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. SEC. 1129B.4 FIG. 11B-18A, B, AND C. 14. SIGNS TO IDENTIFY ACCESSIBLE PARKING SPACES MAY BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36" FROM THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. SEC 1129B.5 15 VAN ACCESSIBLE PARKING SPACES SHALL HAVE AN ADDITIONAL SIGN STATING "VAN -ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. SEC. 1129BA. 16. DISPLAYING DISTINGUISHING "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT N PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING NOTE THAT B(A DIN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN. SEC. 1109A.8.8 17.THE SURFACE OF EACH ACCESSIBLE PARKING SPACE OR STALL HAVE A SURFACE IDENTIFICATION DUPLICATING EITHER OF THE FOLLOWING SCHEMES: SEC. 1129B.4. FIG. 118-18A, B, AND C. a. 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 b. BY OUTLINING A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON BLUE T i BACKGROUND THE PROF ILE THAT IT VIEW SHALL BE LOCATED SO S VISIBLE TO A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE AND SHALL BE 36" HIGH BY 36" WIDE. 18. ALL ENTRANCES TO AND VERTICAL CLEARANCES WITHIN PARKING STRUCTURES SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 8'-2" WHERE REQUIRED FOR ACCESSIBILITY TO ACCESSIBLE PARKING SPACES SEC. 1131 B.1. CORRIDORS AND AISLES 1133B.3 NOTE: FOR THE PURPOSES OF TITLE 24, THE TERM CORRIDOR SHALL INCLUDE EXTERIOR EXIT BALCONIES AND ANY COVERED OR ENCLOSED EXIT PASSAGEWAY, INCLUDING WALKWAYS, TUNNELS AND MALLS. PARTITIONS, RAILS, COUNTERS, AND OTHER SIMILAR SPACE DIVIDERS NOT OVER 5'-9" IN HEIGHT ABOVE THE FLOOR SHALL NOT BE CONSTRUED TO FORM CORRIDORS, SEC 1133B.3.1. 1. EVERY CORRIDOR SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL NOT BE LESS THAN 44" IN WIDTH. SEC. 11338.3.1. 2. CORRIDORS SERVING AN OCCUPANT LOAD OF LESS THAN 10 SHALL NOT BE LESS THAN 36" IN WIDTH. SEC. 1133B.3.1.. 3. CORRIDORS WHICH ARE LOCATED ON AN ACCESSIBLE ROUTE AND EXCEED 200'-O" IN LENGTH SHALL HAVE A MINIMUM CLEAR WIDTH OF 60". IF AN ACCESSIBLE ROUTE HAS LESS THAN 60" CLEAR WIDTH, THEN PASSING SPACES AT LEAST 60" BY 60" SHALL BE LOCATED AT REASONABLE INTERVALS NOT TO EXCEED 200'-01. AT INTERSECTION OF TWO CORRIDORS OR WALKS IS AN ACCEPTABLE PASSING PLACE. 1133B.3.2. FIG 116-34. 4. CIRCULATION AISLES AND PEDESTRIAN WAYS SHALL BE SIZED ACCORDING TO FUNCTIONAL REQUIREMENTS AND IN NO CASE SHALL BE LESS THAN 36" IN CLEAR WIDTH. SEC. 1105B.3.6. ENTRANCES AND EXITS NOTE: A. EXITS IN EXCESS OF THOSE REQUIRED BY SECTION 1114B.2.1 AND WHICH ARE MORE THAN 24" ABOVE GRADE ARE NOT REQUIRED TO BE ACCESSIBLE. SUCH DOORS SHALL HAVE SIGNS WARNING THAT THEY ARE NOT ACCESSIBLE. WARNING SIGNS SHALL COMPLY WITH SECTION 1117B... SEC, 1001.9.1 EXC.2, R FOR THE PURPOSES OF TITLE 24, THE USE OF THE TERM EXIT DOOR APPLIES TO ALL DOORS THAT PROVIDE ACCESS, THAT IS, ENTRANCES, PASSAGE DOORS, ETC. 1. ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES. SEC. 1133B.1. 1.1.1. 2. DURING PERIODS OF PARTIAL OR RESTRICTED USE OF A BUILDING OR FACILITY, THE ENTRANCES USED FOR PRIMARY ACCESS SHALL BE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES. SEC. 1133B.1.1.1.2. 3. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SEC. 1008.1.8. 4, MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLT SHALL HAVE NO DOORKNOB OR SURFACE MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION, SEC. 1008.1.8.4, 1008.1.8.5 5, LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY A LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. SEC. 1133B.2.5.2 6, HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. SEC, 1133B.2.5.2. T EVERY DOORWAY WHICH IS LOCATED WITHIN AN ACCESSIBLE PATH OF TRAVEL SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3'-0" IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH OF THE EXIT IS NOT LESS THAN 32", MEASURED BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP. SEC. 1008.1.1. 8, FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. SEC 1133B.2.3. 9. MINIMUM MANEUVERING CLEARANCES AT DOOR SHALL BE AS SHOWN IN FIGURE 11B-26. THE FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR. SEC. 1133B.2.4.2. 10. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" AND A LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN THE CLOSED POSITION. SEC. 1133B.2A.2. 11. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND A MINIMUM OF 24" PAST THE STRIKE EDGE FOR INTERIOR DOORS. SEC, 11133B.2.4.3. 12,THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. SEC. 1133B.2.4.114, FIG. IIB-32 13. THE SPACE REQUIRED BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER THAN A REQUIRED EXIT STAIRWAY SHALL PROVIDE A MINIMUM OF 48" OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH VESTIBULE WHEN THE DOOR IS POSITIONED AT AN ANGLE OF 90 DEGREES FROM THE CLOSED POSITION. DOORS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTIONS OR AWAY FROM THE SPACE BETWEEN THE DOORS. EC 1133B.2.4.4 FIG. 11B-30 11B-31. 00 S S 14. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITH CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 1W HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. SEC 1133B.2.6. 15. RECESSED DOORMATS SHALL BE ADEQUATELY ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC. SEC. 1133B.1A.1.3. 16. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY 3362.5. STAIRWAYS 113313.4 1. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE AND EVERY STAIRWAY REQUIRED TO BE MORE THAN 88" IN WIDTH SHALL BE PROVIDED WITH NOT LESS THAN ONE INTERMEDIATE HANDRAIL FOR EACH 86" OF REQUIRED WIDTH. INTERMEDIATE HANDRAILS SHALL BE SPACED APPROXIMATELY EQUALLY ACROSS THE ENTIRE WIDTH OF THE STAIRWAY. SEC. 113313.4.1.1. 2. HANDRAILS SHALL BE 34" TO 38" ABOVE THE NOSING OF THE TREADS. SEC. 1133B.4.2.1. FIG. 11B-35. 3. HANDRAILS SHALL L EXTEND A MINIMUM OF 12" BEYOND THE TOP NOSING AND 12" PLUS THE TREAD WIDTH BEYOND THE BOTTOM NOSING. SEC. 11336.4.2.2 AND 1133B.4.2.3, FIG 11B-35 AND 37. 4. WHERE THE EXTENSION IN THE DIRECTION OF THE STAIR RUN WOULD CREATE A HAZARD, THE TERMINATION OF THE EXTENSION SHALL BE MADE EITHER ROUNDED OR RETURNED SMOOTHLY TO THE FLOOR, WALL OR POST. WHERE THE STAIRS ARE CONTINUOUS FROM LANDING TO LANDING THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING. SEC. 113B.4.2.6. FIG, 11 B-37. g, THE HAND GRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1-1/4" NOR MORE THAN 1-1/2" IN CROSS 0 SECTIONAL NOMINAL DIMENSION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. GRIPPING SURFACES (TOP AND SIDES) SHALL BE UNINTERRUPTED BY NEWEL POSTS, OTHER CONSTRUCTION ELEMENTS, OR OBSTRUCTIONS. ANY WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 118". SEC. 1006.9.2.6a.1. FIG. 118-36. 6. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1-1/2" BETWEEN THE WALL AND THE HANDRAIL. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3" DEEP AND EXTENDS AT LEAST 18" ABOVE THE TOP OF THE RAIL. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. SEC. 1133B.4.2.5. FIG. 118-36 7. THE UPPER APPROACH AND THE LOWER TREAD OF EACH STAIR SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2" WIDE AND PLACED PARALLEL TO AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIP SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. SEC 1133B4.4.. FIG. 11B-35 8. WHERE STAIRWAY OCCUR OUTSIDE A BUILDING THE UPPER APPROACH AND ALL TREADS SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2" WIDE AND PLACED PARALLEL TO AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIP SHALL BE ACCEPTABLE. SEC. 1133B.4.4. FIG. IIB-35 9, ALL TREAD SURFACES SHALL BE SLIP RESISTANT. WEATHER EXPOSED STAIRS AND THEIR APPROACHES SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES, TREADS SHALL HAVE SMOOTH, ROUNDED, OR CHAMFERED EXPOSED EDGES, AND NO ABRUPT EDGES AT THE NOSING (LOWER FRONT EDGE). SEC, 1133B.4.5.1. FIG 11B-35. 10. THE NOSING SHALL NOT PROJECT MORE THAN 1-1/2" PAST THE FACE OF THE FACE OF THE RISER BELOW. SEC 1133B.4.5.2. FIG. 118-35. 11. OPEN RISERS ARE NOT PERMITTED, ON ANY GIVEN FLIGHT OF STAIRS, ALL STEPS SHALL HAVE UNIFORM RISER HEIGHT AND UNIFORM TREAD WIDTHS CONSISTENT WITH 1006.3. STAIR TREADS SHALL BE NO LESS THAN 1 V DEEP, MEASURED FROM RISER TO RISER. RISERS SHALL BE SLOPED OR THE UNDERSIDE OF THE NOSING SHALL HAVE AN ANGLE NOT LESS THAN 60 DEGREES FROM THE HORIZONTAL. SEC. 1133B.4.5.3 FIG. 11 B-35. 12. SANITARY FACILITIES (GENERAL) 1115B NOTE: FULLY DIMENSION ALL SANITARY FACILITIES FIXTURES, INCLUDING FLOOR DIMENSIONS AND FIXTURE ELEVATION DIMENSIONS. 1. SANITARY FACILITIES THAT SERVE BUILDINGS, FACILITIES, OR PORTIONS OF BUILDINGS OR FACILITIES THAT ARE REQUIRED TO BE ACCESSIBLE TO PERSONS WITH DISABILITIES ARE REQUIRED TO BE ACCESSIBLE. SEC, 1115BA 2. WHERE SEPARATE FACILITIES ARE PROVIDED FOR NON -DISABLED PERSONS OF EACH SEX, SEPARATE FACILITIES SHALL BE PROVIDED FOR PERSONS WITH DISABILITIES OF EACH SEX ALSO. WHERE UNISEX FACILITIES ARE PROVIDED FOR PERSONS WITHOUT DISABILITIES, AT LEAST ONE UNISEX FACILITY SHALL BE PROVIDED FOR PERSONS WITH DISABILITIES WITHIN CLOSE PROXIMITY TO THE NON -ACCESSIBLE FACILITY. SEC 11156.2. SANITARY FACILITIES (GENERAL) 1115B (CONTINUED WHERE FACILITIES ARE TO BE USED SOLELY BY SMALL CHILDREN, THE SPECIFIC HEIGHTS MAY BE ADJUSTED TO 3. MEET THEIR ACCESSIBILITY NEEDS. SEE TABLE 15B-5.1 FOR SUGGESTED MOUNTING HEIGHTS. SEC. 1115B.3. NOTE: 1. THE DIVISION OF THE STATE ARCHITECT, OFFICE OF REGULATION SERVICES RECOMMENDS THE FOLLOWING DIMENSIONS AS ADEQUATELY SERVING THE NEEDS OF CHILDREN IN PROJECTS UNDER OUR JURISDICTION. THESE RECOMMENDATIONS ARE BASE ON THE FEDERAL "RECOMMENDATION FOR ACCESSIBILITY FOR CHILDREN IN ELEMENTARY SCHOOL" AND OTHER RECOGNIZED PUBLICATIONS ON ACCESS FOR CHILDREN. A = ADULT DIMENSIONS (AGE 12 AND OVER) E = ELEMENTARY DIMENSIONS K = KINDERGARTEN AND PRESCHOOL DIMENSIONS TABLE 15B-5.1 A E K TOILET CENTERING FROM WALL 18" 15" 12" TOILET SEAT HEIGHT 17"-19" 15" 10"-12" GRAB BAR HEIGHT (SIDE) 33" 27" * 20"-22" TOILET PAPER IN FRONT OF TOILET 12" MAX. 6" MAX. * 6" MAX * NAPKIN DISPOSAL IN FRONT OF TOILET 12" MAX. MAX N/A DISPENSER OR MIRROR HEIGHT 40" MAX. 36" MIN, 32 MAX. LAVATORY/SINK TOP HEIGHT 34" MAX. 29' MAX. 24" MAX. LAVATORY/SINK KNEE CLEARANCE 29" MAX. 24" MIN. 19" MIN. URINAL LIP HEIGHT 17" MAX. 15" MAX. 13" MAX. URINAL FLUSH HANDLE HEIGHT ** 44" MAX. 37" MAX. 32" MAX. DRINKING FOUNTAIN BUBBLER HEIGHT I 35" MAX 32" MAX. 30" MAX. DRINKING FOUNTAIN KNEE CLEARANCE 27" MAX. 24" MIN. 22" MIN. RAMP/STAIR HANDRAIL HEIGHT 34"-38" 1 27" 1 22" * DEVIATES FROM CODE REQUIREMENTS AND REQUIRES A WRITTEN FINDING OF UNREASONABLE HARDSHIP. ** HANDLE HEIGHTS ARE FOR MANUALLY ACTIVATED VALVES ONLY q DOORWAYS LEADING TO MEWS SANITARY FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE 1/4" THICK WITH EDGES 12" LONG AND A VERTEX POINTING UPWARD. WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK AND 12" DIAMETER SEC. 1115B.5. 5 UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK, 12" IN DIAMETER, WITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER. SEC, 1115B.5. 6. GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS ON SANITARY FACILITY DOORS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF80" AND THEIR COLORS AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. SEC 1115B.5. NOTE: SEE ALSO SECTION 1117B.5.9 FOR ADDITIONAL SIGNAGE REQUIREMENTS APPLICABLE TO SANITARY FACILITIES. SINGLE ACCOMMODATION SANITARY FACILITIES 11158.3.2 NOTE: SINGLE ACCOMMODATION SANITARY FACILITY IS DEFINED AS "A ROOM THAT HAS NOT MORE THAN ONE OF EACH TYPE OF SANITARY FIXTURE, IS INTENDED FOR USE BY ONLY ONE PERSON AT A TIME, HAS NO PARTITION AROUND THE TOILET, AND HAS A DOOR THAT CAN BE LOCKED ON THE INSIDE BY THE ROOM OCCUPANT". SEC. 220.12. 1. THERE SHALL BE SUFFICIENT SPACE IN THE TOILET ROOM FOR A WHEELCHAIR MEASURING 30" WIDE BY 48" LONG TO ENTER THE ROOM AND PERMIT THE DOOR TO CLOSE. SEC. 1115B.3.2.1. 2. THERE SHALL BE IN THE ROOM A CLEAR FLOOR SPACE OF AT LEAST 60" DIAMETER, OR A T-SHAPED SPACE COMPLYING WITH FIGURES 116-12(a) OR (b). NO DOOR SHALL ENCROACH INTO THIS SPACE FOR MORE THAN 12" EXCEPT FOR THE PANEL DOOR TO ANY WATER CLOSET COMPARTMENT IF THERE IS ONE. SEC, 1115B.3.2.1. FIG. 11B-1A. GRAB BARS 1115B.7 (CONTINUED) 5. THE STRUCTURAL STRENGTH OF GRAB BARDS, TUB AND SHOWER SEAT FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: a. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A 2501b. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. SEC. 1115B.8.3.1. b. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A 2501b. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. SEC. 1115B.8.3.2. C. SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE APPLICATION OF A 2501b. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER HAS THE SMALLER ALLOWABLE LOAD. SEC. 1115B.8.3.3. d. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 2501b. POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250 Ib. POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. SEC. 1115B.8.3.4. e. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. SEC. 1115B.8.3.5. 6. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". SEC 1115B.8A. L / SIGNS AND IDENTIFICATION 1117B.5 3. THE WATER CLOSET SHALL BE LOCATED IN A SPACE WHICH PROVIDES A MINIMUM 28" WIDE CLEAR SPACE FROM A J�M FIXTURE ORA MINIMUM$2"WIDE CLEAR SPACE FROM A WALL ATONE SIDE. THE OTHER SIDESHALL PROVIDE 18" _ FROM THE CENTERLINE OF THE WATER CLOSET TO THE WALL. A MINIMUM 48" CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. SEC. 1115B.4.1. FIG. 118-1A, 4. ALL DOORS, FIXTURES AND CONTROLS EXCEPT AT DOORS, IF A PERSON IN A V CLEAR WIDTH OF THE ACCESSIBLE ROL QSANITARY FACILITY FIXTURES AND ACCESSORIES 1115BA 1. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17" AND A MAXIMUM OF 19" MEASURED TO THE TOP OF A MAXIMUM 2" HIGH TOILET SEAT, EXCEPT THAT W SEATS SHALL BE PERMITTED ONLY IN ALTERATIONS WHERE THE EXISTING FIXTURE IS LESS THAN 15" HIGH. SEC. 1115B.4 1.4. 2. A CLEAR FLOOR SPACE 30" BY 48" SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW A FORWARD APPROACH, SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. SEC. 1115B.4.1.2. FIG. I IB-1 B. 3. LAVATORIES WHEN LOCATED ADJACENT TO A SIDE WALL OR PARTITION SHALL BE A MINIMUM OF 18" TO THE CENTERLINE OF THE FIXTURE. SECA 115B.4.3.1. FIG. 11B-1A. 4. ALL LAVATORIES THAT ARE DESIGNATED TO BE ACCESSIBLE SHALL BE MOUNTED WITH THE RIM OR COUNTER 1. 2, 3. 4. HIGH FROM THE FLOOR AND A MINIMUM OF 17" DEEP FROM THE FRONT OF THE LAVATORY. E 11513.43.1. R S C. 1 5. HOT WATER AND DRAINPIPES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. SEC. 1115B.4.3.4. 6. WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR FLOOR SPACE 30" BY 48" IN FRONT OF THE URINAL TO ALLOW A FORWARD APPROACH. SEC. 1 it 5B.4.2.3 7. URINALS SHALL BE FLOOR OR WALL HUNG. WHERE ONE OR MORE WALL HUNG URINALS AREA PROVIDED, AT LEA; 8, CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS. SEC. 1115B.4.2.2. 9. WATER CLOSET. AND URINAL FLUSH VALVE CONTROLS AND FAUCET AND OPERATING MECHANISM CONTROLS, 0 S SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, , A TWISTING OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. SEC. 1 2 2 AND 1504. 50 , 1503. 3, 10. THE FORCE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN 5 LBF. ELECTRONIC OR AUTOMATIC FLUSHING CONTROLS ARE ACCEPTABLE AND PREFERABLE. SEC. 1502, 1503.2, AND 1504.3. 11. SELF -CLOSING FAUCET CONTROLS VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. SEC. 1504.3. 12. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" FROM THE FLOOR. SEC 1115B.8.1. 13. WHERE TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES, AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE APPROVED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40" FROM THE FINISHED FLOOR. SEC. 1115B.8.3. 14. TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL WITHIN 12" OF THE FRONT EDGE OF THE TOILET SEATAND NO LOWER THAN 19" FROM THE FLOOR. DISPENSERS THAT CONTROL DELIVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER FLOW SHALL NOT BE USED. SEC. 11158.8.4. FIG 11B-1A 15. TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NON ABSORBENT SURFACE SUCH AS PORTLAND CEMENT. 111 B.3.2.5 16. WHERE LOCKERS ARE PROVIDED FOR THE PUBLIC, CLIENTS, EMPLOYEES, MEMBERS OR PARTICIPANTS, AT LEAST ONE LOCKER AND NOT LESS THAN 1 PERCENT OF ALL LOCKERS SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES. SEC. 11158.8.5. GRAB BARS 1115B.7 GRAB BARS SHALL BE LOCATED ON EACH SIDE, OR ON ONE SIDE AND THE BACK OF THE ACCESSIBLE TOILET STALL OR COMPARTMENT. SEC, 11158.8.1. FIG 118-1A, B, AND C. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42" LONG WITH THE FRONT END POSITIONED 24" IN FRONT OF THE WATER CLOSET STOOL AND THE BACK END POSITIONED NO MORE THAN 12" FROM THE REAR WALL, GRAB BARS AT TFE BACK SHALL BED NOT LESS THAN 36" LONG. SEC. 1115B.8.1. FIG. 11B-1A, B, AND C. GRAB BARS SHALL BE SECURELY ATTACHED 3S ABOVE AND PARALLEL TO THE FLOOR, EXCEPT THAT WHERE A TANKTYPE TOILET IS USED WHICH OBSTRUCTS PLACEMENT AT 33", THE GRAB BAR MAY BE AS HIGH AS 36" SEC. 1115B.8.2. FIG. 11BAC. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1-1/4" TO 1-112" OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1-1/2". SEC. 1115B.8.2. NOTE: THE INTERNATIONAL SYMBOL OF SHALL ACCESSIBILITY I S L BE THE STANDARD USED IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN TITLE 24 AND AS SPECIFICALLY REQUIRED BELOW. SEC 1117B.5.8.1. FIG. 118-6. 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR No. 15090 IN FEDERAL STANDARD 599B. SEC. 1117B.5.8.1.1. 2. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. SEC. 1117.5.3. 3, CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE X. LOWER CASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE WITH SECTION 1121B, THE MINIMUM CHARACTER HEIGHT SHALL BE 3". SEC. 1117B.5.4. 4. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. SEC 1117B.5.5. 5. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE FOLLOWING: SEC. 1117B.5.6. a. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. SEC. 1117B.E6.1. b. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH. SEC. 1117B.5.6.2.. c. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT. SEC. 1117B.5.6.3. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN 6. OTHER PORTIONS OF THESE STANDARDS. DOTS SHALL BE RAISED OF 1/10" ABOVE THE BACKGROUND, SEC. 1117B.5.6. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERY 7, MAJORDISPLAYING THOEINTERNATIONAL SALONG OR YMBOL OF ACCESG TO AN S BILITYBLE OAND WITH ADDITITE OF TRAVEL ONAL DIRECL BE TIONAL SIGIFIED NTH A S, AS REQUIRED TO BE VISIBLE TOPERSONS ALONG APPROACHING PEDESTRIAN WA YS. AYS. SEC. 1117B.5.7 AND 11278.3 WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDE[ 8. AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTIONS 1117B.5.6 THROUGH 1117R 6 R 3 I HE CEN I ER OF IHE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. SEC 1117B.5.1 AND 1117B.5.7.. POLE SUPPORTED PEDESTRIAN TRAFFIC CONTROL BUTTONS SHALL BE IDENTIFIED WITH COLOR CODING 9. CONSISTENT OF ATEXTURED HORIZONTAL YELLOW BAND 2" IN WIDTH ENCIRCLING THE POLE, AND A V WIDE DARK BORDER BAND ABOVE AND BELOW THIS YELLOW BAND. COLOR CODING SHOULD BEIMMEDIATELY ABOVE 4 THE CONTROL BUTTON. CONTROL BUTTONS SHALL BE LOCATED NO HIGHER THAN 81, " ABOVE THE SURFACE ADJACENT TO THE POLE. SEC 11178.5.9. CONTROLS AND OPERATING MECHANISMS 111713.6 1. CONTROLS AND OPERATING MECHANISMS REQUIRED TO BE ACCESSIBLE BY SECTION 101.17.1-10 SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 1117B.6, SEC 1117B.6.1. 2. CLEAR FLOOR SPACE COMPLYING WITH SECTION 1118BA THAT ALLOWS A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEEL CHAIR SHALL BE PROVIDED AT CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT. SEC. 1117B.6.2. 3. THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN 48" OF THE FLOOR BUT NOT LOWER THAN 15" IF FORWARD APPROACH AND WITHIN 54" BUT NOT LOWER THAN 9" IF SIDE APPROACHED. SEC. 1117B.6.3. 4. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS OF FORCE. SEC. 1117B.6.4, AND 1507.2a 5, NON COMMERCIAL KITCHEN AND COUNTER BAR SINKS LOCATED IN COMMON USE AREAS SHALL HAVE FAUCET CONTROLS AND OPERATIN ME ANISMS OPERABLE WITHOA I N ACCORDANCE WITH SE CTION 1118E AND MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. SEC. 1508.2. 6. VENDING MACHINES SHALL BE INSTALLED S ED INCOMPLIANCE WITH SECTION 17176.E THROUGH 11176.6.4. SEC, 11266. :_-/ ELECTRICAL 1117B.6.5 1. THE CENTER OF JUNCTION C lON BOXES FOR RECEPTACLE OUTLETS SHAL L BE INSTALLED AT AN ACCESSIBLE LOCATION MEETING THE CLEARANCES AND REACH RANGE REQUIREMENTS OF SECTION 11188. SEC 11176.6.3 AND 210-7(g.1). 2. THE CENTER OF THE GRIPOF THE OPERATING E RATING HANDLE OF CONTROLS OR SWITCHES INTENDED T0 BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING, AND VENTILATING EQUIPMENT SHALL MEET THE REQUIREMENTS OF PART 2, CALIFORNIA BUILDING CODE CB SECTION ( C), S CTIO 11176.6.5.5.1. 3. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDEWALK. SEC. 907.3.1 THROUGH 907.3.5. 4, THE INSTALLATION OF FIRE ALARM EQUIPMENT AND SYSTEMS IN ANY OCCUPANCY WITHIN THE SCOPE OF THESE REGULATIONS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE CALIFORNIA ELECTRICAL CODE. SEC, 7201, O HAZARDS AND PROTRUDING OBJECTS 1133B.8 1. ABRUPT CHANGES TI LEVEL, EXCEPT BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET EXCEED 4" IN A VERTICAL DIMENSION SUCH AS AT PI. ANTFRS OR PnI1NTAINR I nraTFn w na on InrreG 2. WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED, NO WARNING CURB IS REQUIRED WHEN A GUARDRAIL IS PROVIDED CENTERED 3" + 1" ABOVE THE SURFACE OF THE WALK OR SIDEWALK, THE WALK IS 5 PERCENT OR LESS GRADIENT, OR NO ADJACENT HAZARD EXISTS. SEC. 1133B.8.1, FIG. 11 B-27(b). 3. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS. HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES. SEC 1133B.8.6.1. FIG. 11B-7A. 4. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27" ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT INTO WALKS. HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES. SEC. 1133B.8.6.1. FIG. 11B-7A 5, FREE SANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12" MAXIMUM FROM 27" TO 80" ABOVE THE GROUND OR FINISHED FLOOR. SEC. 1133B.8.6.1. FIG. I IB-7B 6. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. SEC. 1133B.8.6.1. FIG 11B-7D 7. WALKS. HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION SPACES SHALL HAVE 80" MINIMUM CLEAR HEAD ROOM SEC. 1133B.8.6.2. FIG. 11B-7A. 8. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80" ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. SEC. 1133B.8.2. FIG. 118-28. 9. WHERE A GUY SUPPORT IS USED PARALLEL TO A PATH OF TRAVEL, INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, A GUY BRACE, SIDEWALK GUY OR SIMILAR DEVICE SHALL BE USED TO PREVENT AN OVERHANGING OBSTRUCTION AS DEFINED. SEC. 1133B.8.2. is 11 I 11 r 11 Stamp: I 6121/19 (t hj• V o co Z V z Q W Z �/< r O W W .. ij LLJ O 00 OD w C (__j Q_ y > CO Q N > O 6 I- V } V o �: < >-- < - C C)Z .a) C) 0 ro V) � N N 3 � o- V _ P- REVISIONS FOR CITY SUBMITTAL 04/04/19 PLAN CHECK 1O 4/22/2019 CLIENT REVISIONS 05/22/2019 CLIENT REVISIONS 3 06107/2019 V) Uj H O J Q UJ Z W u, OR NCE snvls m a P,IeclN-be 1903079 z b / 9--/I/ 71 FEB20 ila ISION L'BUILDING SHEET NUMBER GOO] EXIT NOTES 1. 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 3N' 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 BY THE 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. d. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1028.1 IN 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 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 ACCORDANCE WITH SECTION 2702. 14. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (I I LUX) AND 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, 15. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN 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). 16. THE MEANS OF EGRESS SYSTEM SHALL MAINTAIN A CLEAR CEILING HEIGHT OF 7-6" MINIMUM. LEGEND AND NOTES EXIT LIGHT, SINGLE FACE - CEILING MOUNTED, OD SHADED PORTION INDICATES FACE OF SIGNAGE EXIT LIGHT, SINGLE FACE - WALL MOUNTED, CH SHADED PORTION INDICATES FACE OF SIGNAGE EXIT LIGHT, SINGLE FACE - CEILING MOUNTED, t ARROW INDICATES DIRECTION y EXIT LIGHT, DUAL FACE - CEILING MOUNTED, ARROW INDICATES DIRECTION, SHADED PORTION INDICATES FACE OF EXIT SIGN 6X EXIT ACCESS # OF OCCUPANTS ®X EXIT TOTAL # OF OCCUPANTS XXX'_ TRAVEL DISTANCE TO EXIT ACCESS (XXX') —o 'TOTAL TRAVEL DISTANCE TO EXIT DISCHARGE' XXX ROOM NAME XXX X -.—# OF OCCUPANTS (XXX) ROOM AREA (S.F.) OCCUPANCYFACTOR ALLOWABLE ACCESS TRAVEL DISTANCE OCCUPANCY WITHOUT SPRINKLER SYSTEM (feet) WITH SPRINKLER SYSTEM (feet) B 200 300 S-1 200 250 NOTE: (E) BUILDING FULLY FIRE SPRINKLERED Ara __' co E CONNECT TO EXISTING EXIT ROUTE I / I / GLYCOL ROOM / I / 1,189 12 / (100) 003') / ® AMMGNI A/GL YCL CULLER , aYCL BUFFER Y TANK 6 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 07 2020 City of Tukwila BUILDING DIVISION .„,oll !o r.,. a Stamp: 6/211/19 r) co Z U� ,Z v I 0 �Lu z V uj >O W ry O c E<0 N ( 0 U E Q c U C) ' ^ v , 0 a � REVISIONS FOR CITY SUBMITTAL 04104/19 PLAN CHECK 1 4/22/2019 CLIENT REVISIONS 2 05/22/2019 CLIENT REVISIONS 3 06/07/2019 iaaa Ill co _ o' O � 0 N 04 Z Q CL z F— X W oa�e: 6/21/19 m P.Iec1 Nombe` 1903079 PLAN SHEETNUMBER EXITING PLAN IBC ACCESSIBILITY REQITS 1. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE 24" 48" 24" ROOMS AND SPACES INCLUDING FLOORS, WALKS, RAMPS, STAIRS AND CURB RAMPS ARE MAXIMIN MA STABLE, FIRM AND SLIP RESISTANTS. CLEAR 2. GRATINGS LOCATED IN WALKING SURFACES HAVE GRID OPENINGS A MAXIMUM OF 1/2" _z 0 z_ WIDE IN ONE DIRECTIONS w w : w i w U mU 3. WHEN GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE - LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. FIGURE 403.5 4. WALKING SURFACES WITHIN EMPLOYEE WORK AREAS, CLEARANCES ON COMMON USE CLEAR WIDTH AT ACCESSIBLE ROUTE 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 1129E IN EACH LOT OR PARKING STRUCTURE WHERE PARKING IS PROVIDED FOR THE PUBLIC OR EMPLOYEES. PAINT •- • •• • ••» • --EtN ••• THE GROUND WITHIN EACH 8' (2438MM) ACCESS ISLE. USE • •..(F54 MM) MINIMUM HIGH Z WHITE LETTERS THAT ARE VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. SEE FIG. I IB-18B z CBC SECTION 1129B.3. voo 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 O CURB RAMPS SHALL NOT EXCEED ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL 10%A. � O SLOPE. c. ALL CURB RAMPS SHALL HAVE A GROOVED BORDER 12 INCHES WIDE AT THE LEVEL SURFACE OF THE SIDEWALK ALONG THE TOP AND EACH SIDE APPROXIMATELY _ 42" MIN 42" MIN 36" MIN 36" MINI INCH ON CENTER. CLEAR CLEAR CLEAR CLEAR d.CURB RAMPS SHALL HAVE A DET4ECTABLE WARNING SURFACE, SHALL X<48" X<48" EXTEND .... MIN. IN THE DIRECTION OF TRAVEL FOR THE FULL WIDTH OF THE CURB ) a(bj RAMP ANS SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE ( (a) »..... » ....................... «» ..... ....................................................... .••.•••• degree turn 180 degree tur n (Exception) 7. PROVIDE PARKING SPACE IDENTIFICATION IN ACCORDANCE WITH CBC SECTION 1129B.4 FIGURE 4 INCLUDING: CLEAR WIDTHDTH AT TURN o.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 NOTES: AT THE INTERIOR EN O TH D F SPACE AT A MINIMUM HEIGHT OF 36 INCHES E PARKING FROM THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. 1. THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32" MINIMUM FOR A b.AN ADDITIONAL SIGN OR ADDITIONAL LANGUAGE BELOW THE SYMBOL OF LENGTH OF 24" MAXIMUM PROVIDED THAT REDUCED WIDTH SEGMENTS ARE ..........«........ .... ....... ................................................ ... SEPARATED BY SEGMENTS THAT ARE 48" LONG MINIMUM AND 36" WIDE MINIMUM. C.SPACES COMPLYING WITH CBC SECTION 1129B.4, ITEM 2 SHALL HAVE AN ADDITIONAL SIGN STATING •• • • •»»-•••»••••MCUPJT•ED BELOW THE SYMBOL OF 2. WHERE THE ACCESSIBLE ROUTE MAKE A 180 DEGREE TURN AROUND AN ELEMENT ACCESSIBILITY. WHICH IS LESS THAN 48" WIDE, CLEAR WIDTH SHALL BE 42" MINIMUM APPROACHING d .AN ADDITIONAL SIGN SHALL ALSO BE POSTED IN A CONSPICUOUS PLACE AT EACH THE TURN 48" MINIMUM AT THE TURN AND 42" MINIMUM LEAVING THE TURN. 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 3. WHERE THE CLEAR WIDTH AT THE TURN IS 60" MINIMUM COMPLIANCE WITH NOTE 2. BY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN ONE INCH IN HEIGHT, WITH SHALL NOT BE REQUIRED. CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: 4. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60" SHALL PROVIDE PASSING • • VEHICiE6• PARKED IN DESIGNATED ACCESSIBLE SPACES NOT SPACES AT INTERVALS OF 200' MAXIMUM. PASSING SPACES SHALL BE EITHER: 60" DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS MINIMUM BY 60" MINIMUM; OR, AN INTERSECTION OF TWO WALKING SURFACES WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES 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. e.IN ADDITION TO THE ABOVE REQUIREMENTS, THE SURFACE OF EACH ACCESSIBLE PARKING SPACE OR STALL SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING CLEAR WIDTHS 15 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 >20"-25" VISIBLE TO A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY 20" MAX'MAX PARKED IN THE SPACE AND SHALL BE 36 INCHES HIGH BY 36 INCHES WIDE. SEE CBC FIGURES 1 1 B-18A THROUGH 11 B-18C. 8. FOR ACCESSIBLE RESTROOMS, DETAIL PER CBC 1115B.3. ¢ a d a.A CLEAR SPACE MEASURED FROM THE FLOOR TO A HEIGHT OF 27 INCHES (686 MM) :E : 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 (a) (b) DOOR, IN ANY POSITION, MAY ENCROACH INTO THIS SPACE BY NOT MORE THAN 12 INCHES (305 MM). FIGURE 308.2.1 FIGURE 308.2.2 b.DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE REQUIRED FOR ANY UNOBSTRUCTED REACH OBSTRUCTED REACH FIXTURE. c. ACCESSIBLE WATER CLOSET COMPARTMENTS SHALL COMPLY WITH THE FOLLOWING: L THE COMPARTMENT SHALL BE A MINIMUM OF 60 INCHES (1524 MM) WIDE. ii. 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 NOTES: PROVIDED IN FRONT OF THE WATER CLOSET. iii.IF THE COMPARTMENT HAS AN END -OPENING DOOR (FACING THE WATER CLOSET), A 1, WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH FORWARD REACH MINIMUM 60-INCHES-WIDE 1524 MM AND 48-INCHES-DEEP 1219 MM CLEAR U W ( ) ( ) SHALL BE 48" MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15" FLOOR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. THE DOOR MINIMUM ABOVE THE FINISH FLOOR OR GROUND. 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). 2. WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR iv.THE WATER CLOSET COMPARTMENT SHALL BE EQUIPPED WITH A DOOR THAT HAS AN SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN AUTOMATIC -CLOSING DEVICE, AND SHALL HAVE A CLEAR, UNOBSTRUCTED THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD OPENING WIDTH OF 32 INCHES (813 MM) WHEN LOCATED AT THE END AND 34 REACH SHALL BE 48" MAXIMUM WHERE THE REACH DEPTH IS 20" MAXIMUM. INCHES (864 MM) WHEN LOCATED AT THE END AND 34 INCHES (864 MM) WHEN WHERE THE REACH DEPT EXCEEDS 20", THE HIGH FORWARD REACH SHALL BE 44" LOCATED AT THE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES MAXIMUM AND THE REACH DEPTH SHALL BE 25" MAXIMUM. 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 FORWARD REACH 14 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 z + 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 ¢ a < CLEAR FLOOR SPACE SHALL EXTEND FROM THE REAR WALL TO THE FRONT OF THE ;a < WATER CLOSET. - v e.A MINIM 60INCHES (1524 MM) WIDE AND 48INCHES (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 10" MAX 10" MAX > 10"-24" MAX 2-INCH (51 MM) HIGH TOILET SEAT. (a) (b) FIGURE 308.3.1 FIGURE 308.3.2 9. AFFIX AN INTERNATIONAL ACCESSIBILITY SYMBOL ON ALL ACCESSIBLE ENTRANCES UNOBSTRUCTED REACH OBSTRUCTED HIGH SIDE REACH 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 11228, 1122B.1. ACCESSIBLE SEATING IS REQUIRED NOTES: REGARDLESS OF SEATING TYPE (I.E. MOVEABLE) IN AMOUNT SPECIFIED IN CBC 1104B.5, ITEM 4. 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 48" 11. PROVIDE SEAT/SPACES FOR PEOPLE USING WHEELCHAIRS EQUALING 5% OF TOTAL MAXIMUM AND THE LOW SIDE REACH SHALL BE 15" MINIMUM. SEATING, WITH AT LEAST ONE SEAT PER EACH FUNCTIONAL AREA AND INTEGRATED WITH GENERAL SEATING SECTION 1104B.5, ITEM 4. 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 12. ACCESSIBLE CHECK STANDS SHALL ALWAYS BE OPEN TO CUSTOMERS WITH DISABILITIES OBSTRUCTION SHALL BE 34" MAXIMUM AND THE DEPTH OF THE OBSTRUCTION SHALL BE AND SHALL BE IDENTIFIED BY A SIGN CLEARLY VISIBLE TO THOSE IN WHEELCHAIRS, THE 24" MAXIMUM. THE HIGH SIDE REACH SHALL BE 48" MAXIMUM FOR A REACH DEPTH OF SIGN SHALL DISPLAY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON BLUE 10" MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 10", THE HIGH SIDE REACH SHALL BE BACKGROUND AND SHALL STATE: • •• --CHECK STAND TO BE OPEN AT ALL TIMES FOR 46" MAXIMUM FOR A REACH DEPTH OF 24" MAXIMUM. _ -0,. MI n z_ I N �n A L x -- x �� z z 36" MIN 60" MIN 36" MIN FIGURE 305.7.1 FIGURE 305.7.2 12" MI 12" MIN ALCOVE FORWARD ALCOVE PARALLEL FIGURE 304.3.2 APPROACH APPROACH I- SHAPED (a) (b) TURNING SPACE FIGURE 305.7 FIGURE 304.3 (b) NOTES: 1. THE TURNING SPACE SHALL BE A T-SHAPED 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 ONE ARM. 2. ALCOVES SHALL BE 36" WIDE MINIMUM WHERE THE DEPTH EXCEEDS 24". 3. ALCOVES SHALL BE 60" WIDE MINIMUM WHERE THE DEPTH EXCEEDS 15". L X (a) elevation FIGURE 306.2 (b) plan TOE CLEARANCE 8" IN z r - E - - M-b N 1' 25" (a) elevation FIGURE 306.3 (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 9" AND 27" ABOVE FINISH FLOOR OR GROUND SHALL BE CONSIDERED KNEE CLEARANCE. TOE ` • KNEE CLEARANCE NOT USED I 10 F-. F 24" Cr MIN_ f. + - - =+ OmGffiw -- (a) (b) (c) Front Approach Pocket or Hinge Approach Stop or Latch Approach MANEUVERING CLEARANCE AT DOORWAYS WITHOUTDOORS MINIMUM MANEUVERING CLEARANCE APPROACH PERPENDICULAR PARALLEL TO DOORWAY DIRECTION TO DOORWAY (beyond latch side unless noted) FRONT 48 INCHES 0INCHES SIDE' 42 INCHES 0INCHES POCKET/HINGE 42 INCHES 22INCHES 2 STOP/LATCH 42 INCHES 24 INCHES 1. DOORWAY WITH NO DOOR ONLY. 2. BEYOND POCKETMINGE SIDE. X ffli ltliliifffiluffffffm FIGURE 302.2 X CARPET PILE HEIGHT FIGURE 303.2 VERTICAL CHANGE IN LEVEL X ` Q X FIGURE 303.3 :2 BEVELED CHANGE IN LEVEL NOTES: 1. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM O a CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL p HAVE A LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BEYz" MAXIMUM. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET (c) EDGE TRIM SHALL COMPLY WITH 303, CHANGES IN LEVEL. FIGURE 404.2.5 NOTE: 2. CHANGES IN LEVEL OF& HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL. THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE 48" MINIMUM U.N.O. PLUS WIDTH OF 3. CHANGES IN LEVEL BETWEEN & HIGH AND Yz' HIGH MAXIMUM SHALL BE BEVELED WITH A DOORS OR GATES SWINGING INTO THE SPACE SLOPE NOT STEEPER THAN 1:2. ACCESSIBLE DOORS IN A SERIES 8 FLOOR & GROUND SURFACES 4 z_ z z MIN b 8" - MIN (a) Front Approach, Si de i de (b) Front Approach, Push Side * If both closer and latch are provided F 4> 12" z MIN * 2" MIN �36.IN - ro I 0 v c_-� Hinge Approach, Pull Side (a) Hinge Approach, Push Side * If both closer and latch are provided ** 48" min if both closer and latch provided z 28"' � 24" MIN v MIN Latch Approach, Pull Side (g) * 54" min if closer is provided Latch Approach, Push Side ' 48" min if closer is provided MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS z 0 18* MIN ip n (a) Pull Side *24" min if at exterior 12"' -�� -�� (b) (c) Push Side Push Side, Door Provided with Both Closer and 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 541NCHES 42 INCHES HINGE PUSH 42 INCHES' 22INCHES' LATCH PULL 48 INCHES' 24 INCHES LATCH PUSH 42INCHES 4 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. 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, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" 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 LE:ITER "I" SHALL BE 15 PERCENT MAXIMUM OF THE HEIGHT OF 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 INC H CH 3.2 MM MINIMUM AND 4 TIMES THE RAISED ( )E 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 OS SECTIONS AND BIN 1 H J C 3.2 MM) MINIMUM AND 4 TIME S THE RAISED CHARACTER STROKE WIDTH ID H 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' TO 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 DISTANCE BETWEEN ------- THE SAME CELL CORRESPONDING DOTS IN ADJACENT CELLS SINGLE BRAILLE CELL DISTANCE BETWEEN 0 DOTS IN THE SAME CELL 0 00 00 0 00 CO j RAISED DOT DISTANCE BETWEEN O O 0 CORRESPONDING DOTS FROM ONE CELL 0000 BASE DIAMETER DIRECTLY BELOW O 0OHO �NO RAISED DOT 0 BLANK CELL SPAC FIGURE 703.4.3 BETWEEN WORDS 1. BRAILLE SHALL BE CONTRACTED (GRADE 2) 2. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE 703.3.1. THE INDICATION OF AN 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 3/8 INCH (9.5 MM) MINIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS. orlft� F} , inc PLUMP ENGINEERING INC. CONSULTING ENGINEERS fRUCTURAL MECHANICAL, PLUMBING ELECTRICAL, CIVIL. SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 (714) 385-1835, F (714) 385-18: www.peica.com Stamp: S 03/79/20 6/21/19 d n 00 _Z V Z W Z V Q W o >0LU W 0 CO J 00 a�i O > t/</�� 0 7 U � o N V) o N a H REVISIONS FOR CITY SUBMITTAL 04/04/19 PLAN CHECK ZL 4/22/2019 CLIENT REVISIONS 2 05/22/2019 CLIENT REVISIONS 3 06f07f2019 J Q LU r) :F_FOR I >- IPLIANCE I- VED '1 m V) Uj � MOM DIVISION ; Q CR 6/21/19 gi SHEET NUMBER 13. PROVIDE TACTILE EXIT SIGNAGE PER CBC 10113 AND 11 17B.5.1. SIDE REACH ACCESSIBLE DOOR CLEARANCES, ACCESSIBLE DOOR CLEARANCES SIGNS/ BRAILLE EXIT NOTES 1. 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. S. 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 BY THE 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. d. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1028.1 IN 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 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 ACCORDANCE WITH SECTION 2702. 14. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (I I LUX) AND 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. 15. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30INCHES ABOVE THE FLOOR LEVEL IT205.1 AND 1205.3). 16. THE MEANS OF EGRESS SYSTEM SHALL MAINTAIN A CLEAR CEILING HEIGHT OF 7-6" MINIMUM. LEGEND AND NOTES EXIT LIGHT, SINGLE FACE - WALL MOUNTED, SHADED PORTION INDICATES FACE OF SIGNAGE EXIT LIGHT, SINGLE FACE - CEILING MOUNTED, ARROW INDICATES DIRECTION EXIT LIGHT, DUAL FACE CEILING MOUNTED, ARROW INDICATES DIRECTION, SHADED PORTION INDICATES FACE OF EXIT SIGN EXIT ILLUMINATED EXIT SIGNS W/ BUG EYES, BATTERY BACKUP BATTERY BACKUP EMERGENCY PATHWAY ILLUMINATION EXIT GLOW IN DARK EXIT PLACARD EXIT ACCESS # OF OCCUPANTS ®X EXIT TOTAL # OF OCCUPANTS XXX' _ _ TRAVEL DISTANCE TO EXIT ACCESS (XXX') 'TOTAL TRAVEL DISTANCE TO EXIT DISCHARGE' 10 XXX' ILLUMINATE PATH OF TRAVEL TO EXIT ACCESS (XXX') 'TOTAL TRAVEL DISTANCE TO EXIT DISCHARGE' XXX ROOM NAME XXX X --.-- # OF OCCUPANTS (XXX) ROOM AREA (S.F.) OCCUPANCY FACTOR ALLOWABLE ACCESS TRAVEL DISTANCE OCCUPANCY WITHOUT SPRINKLER SYSTEM (feet) WITH SPRINKLER SYSTEM (feet) B 200 300 S-1 200 250 NOTE: (E) BUILDING FULLY FIRE SPRINKLERED FIRE EXTINGUISHER LEGEND iO FIRE EXTINGUISHER: CLASSIFICATION 1-A:10-B:C <8> FIRE EXTINGUISHER: CLASSIFICATION 3-A:40-BC OFIRE EXTINGUISHER: CLASSIFICATION 2-A-10.B:C O4 FIRE EXTINGUISHER: CLASSIFICATION 4-A:60-B:C OFIRE EXTINGUISHER: CLASSIFICATION 3-A:Ii O FIRE EXTINGUISHER: CLASSIFICATION 51 NOTE: EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 ( i ° k FOOT-CANDLE AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM -TO -MINIMUM ( r ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. 0 FILLER ROOM ROOM 3,700 FI2 - 0 TANK ROOM 2,500 8 1.6" REQUIRED 1 36" PROVIDED 2 r- G005 GLYCOL ROOM 1,191 12 14.0" REQUIRED 36"PROVIDED 10" REQUIRED 36" PROVIDED 49 "A WAREHOUSE 24,436 49 1�j (5001 J ]I_Ju❑ ❑❑❑J I ❑__jF EXITNER SIGNS I -'��❑ ❑� Ju�u�: I[J❑J ❑J❑❑❑❑ Ell] ❑❑❑❑❑❑❑ ❑ ❑❑❑Z❑❑i_�❑L❑ P]H zN (201 (120') 2]a 4 ISHT I' _ 3.1 v 0^ Q I 15' HT I 6 H. 3 9,-4„ ._ L - ❑❑ [❑❑❑I 1 ❑_❑r❑[ [XIT Ell]8T- ❑❑ ❑��❑LI ❑li� ❑u't! 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Water I Tenk-"F- ar.48- FIT _1 --, .2 EXIT EX�4 H _. _ I u aiz ra°� ® PULL ALARM ICI 0.4'REQUIRED 1.8"REQUIRED Q,A 36"PRNEW 36 PROVIDED LAB ELECTRICAL RM 909 9 412 1 4 (100) (100) IF CO2 and Sugar Deliveries I t 9,293 Ep I STORAGE ❑uLL�� ❑❑L!❑❑❑DI �❑II❑�-l�lh�ui �❑ �� �� f I❑ AREA 2 = ❑(� J❑❑II�IJL I❑❑N ❑I ❑❑u ��LJ❑-- 1J❑JJ ❑ ❑❑❑ --] = II it 11 II I❑'I ❑ II � 1 IM I❑ I I I TJ A _ �o. ,\ 5' FIT 1 8' HT EXIT -- - I � I (- lF ] 180'1 r _ RU 13 1 I _ i cu _4IT r -�b___o� m co 8" REQUIRED 36" PROVIDED In v AN e PULL ALARM 14" REQUIRED 36" PROVIDEE U-) 20 1 21 I 22 ( 23 1 24 I 25 uers 61u t1t11 _lii � �Y 20 _ 4"REQUIRED 16' REQUIRED 36" PROVIDED MAINTENACE STORAGE BREAK/RESTROOMS 36"PROVIDED OFFICES /MEZZANINE AREA I LOCKERS ROOMS 3,138 31 2220 8 3690 12 1930 68 (100) (300) (300) (MIX.) 1 48 1 47 146 1 45 144 1 43 1 42 1 41 1 40 1 39 1 38 1 37 1 36 1 35 1 34 133 1 32 ( 31 1 30 1 29 1 28 1 27 1 26 W�10� t =%"� ID co V A ro F20I G u c PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com Stamp: ASS/NNA LT E 4.NK\�Exp. 03/19/20 6/21119 3 n co _Z V Z V) v I z V W >O� - U-i �- 00 co -J ;0- _ N E <C p '- > o• Q - U 0 3 2 � h 3 a (D vi V N ID REVISIONS - FOR CITY SUBMITTAL 04104/19 PLAN CHECK 1 4/22/2019 QCLIENT REVISIONS 2 05/22/2019 CLIENT REVISIONS 3 06/07/2019 REVIEWED FOR C ODE COMPLIA -E z APPROVED Q FEB 07 2020 z E- UILDING DIVISIOR! r X Project Manager: GR - °ale' 6/21/19 scale: m Praha Namber: 1903079 N PLAN SHEETNUMBER MAIN AREA EXITING PLAN I 1 1 "=2( =1 4 5'-9" STAIR DETAIL 1 3/8"=l'-0" LEGEND TEMPORARY FENCING FOR EMPLOYEE AND CONSTRUCTION SAFETY U;lPo P 34S 218 0 E DNA L ENS\�e:P. 03/19/20 6/21119 n i co z n ----------------------- z ui ry o uj > 0 Lli uJ ry -V oo 00 o op 41 < orn < Q) > 0 V) CL E < ru __j V) REVISIONS FOR CITY SUBMITTAL 04/04119 PLAN CHECK A 4/2212019 CLIENT REVISIONS 0512212019 "7 CLIENT REVISIONS Al 0610712019 < uj uj Z uj LL- REVIEWED FOR CQA4pI IA Kl-- '7 0 OFFICES APPROVED­1 U (100) FEB 07 2020 V) City of T kwila z 34 33 32 31 30 29 28 27 26 E UILDING DIVISION 0 u Protect Manager. CR 6/21/19 NoJect Nmbe,: 1903079 ro 4PLAN Z V , RTH SHEET NUMBER CONSTRUCTION FENCE PLAN 1 d 005 1 1 "=20 EXIT NOTES 1. 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 BY THE 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. d. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1028.1 IN 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 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 ACCORDANCE WITH SECTION 2702. 14. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (I I LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (I 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 10.6 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. 15. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30INCHES ABOVE THE FLOOR LEVEL (1205.1 AND 1205.3). 16. THE MEANS OF EGRESS SYSTEM SHALL MAINTAIN A CLEAR CEILING HEIGHT OF 7'-6" MINIMUM, LEGEND AND NOTES I EXIT LIGHT, SINGLE FACE - CEILING MOUNTED, SHADED PORTION INDICATES FACE OF SIGNAGE EXIT LIGHT, SINGLE FACE - WALL MOUNTED, SHADED PORTION INDICATES FACE OF SIGNAGE ® EXIT LIGHT, SINGLE FACE - CEILING MOUNTED, ARROW INDICATES DIRECTION y EXIT LIGHT, DUAL FACE - CEILING MOUNTED, ARROW INDICATES DIRECTION, SHADED PORTION INDICATES FACE OF EXIT SIGN EXIT ACCESS # OF OCCUPANTS ®X EXIT TOTAL # OF OCCUPANTS XXX'TRAVEL DISTANCE TO EXIT ACCESS (XXX')_ 'TOTAL TRAVEL DISTANCE TO EXIT DISCHARGE' XXX ROOM NAME XXX X-f--#OFOCCUPANTS (XXX) ROOM AREA (S.F.) OCCUPANCY FACTOR AI.L()WABLE ACCESS TRAVEL DISTANCE OCCUPANCY WITHOUT SPRINKLER SYSTEM (feet) WITH SPRINKLER SYSTEM (feet) B 200 300 S-1 200 250 NOTE: (E) BUILDING FULLY FIRE SPRINKLERED SECOND FLOOR BREAK ROOM EXITI 0 Imp PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING 0 6121119 d In J co _z U Z Q W Z V ry O W >OW w�v� o co �� "C O > Q 0 �; U - 3 `u O C N ) �- V / REVISIONS FOR CITY SUBMITTAL 04/04/19 Q PLAN CHECK 4/22/2019 CLIENT REVISIONS 2 05/22/2019 O CLIENT REVISIONS 3 06/07/2019 O Q W W m 0 REVIEWED FOR ODE COMPLIANCE Z 0 Q APPROVED CL 0 o FEB 07 2020 City of Tukwila Z Z' O Z UILDINU III ..r(`iR (� LXLI Prolecl Manager. Date: 6/21119 Project Number: 19030791' SHEETNUMBER EXIT NOTES 1. 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 BY THE 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. C. 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. d. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1028.1 IN 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 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 ACCORDANCE WITH SECTION 2702. 14. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (i 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. 15. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30INCHES ABOVE THE FLOOR LEVEL (1205.1 AND 1205.3). 16, THE MEANS OF EGRESS SYSTEM SHALL MAINTAIN A CLEAR CEILING HEIGHT OF 7'-6" MINIMUM. LEGEND AND NOTES ® EXIT LIGHT, SINGLE FACE - CEILING MOUNTED, SHADED PORTION INDICATES FACE OF SIGNAGE EXIT LIGHT, SINGLE FACE - WALL MOUNTED, SHADED PORTION INDICATES FACE OF SIGNAGE EXIT LIGHT, SINGLE FACE - CEILING MOUNTED, r ARROW INDICATES DIRECTION y EXIT LIGHT, DUAL FACE - CEILING MOUNTED, ARROW INDICATES DIRECTION, SHADED PORTION --►- INDICATES FACE OF EXIT SIGN <51 EXIT ACCESS # OF OCCUPANTS C EXIT TOTAL # OF OCCUPANTS XXX' _ _ TRAVEL DISTANCE TO EXIT ACCESS (XXX') 'TOTAL TRAVEL DISTANCE TO EXIT DISCHARGE' XXX —ROOM NAME XL X -.—# OF OCCUPANTS IX ROOM AREA (S.F.) �__OCCUPANCYFACTOR ALLOWABLE ACCESS TRAVEL DISTANCE OCCUPANCY WITHOUT SPRINKLER SYSTEM (feet) WITH SPRINKLER SYSTEM (feet) B 200 300 S-1 200 250 NOTE: (E) BUILDING FULLY FIRE SPRINKLERED Electrical CONNECT TO EXIST[ Switch Gear\Serviq DB-11600A q0 m ox wN ZZ � I a I G m I Meter Current Transformer O O O EXIT ROUTE Al i ------------------------E--------------_-L_ .�:"1 1 L 1I _ u iI I Ii i iI - F2j (I LL� i I I _4 _E (140') ( QA OS i Mezzanine i 879 9 OS ( (100.) I I I ki i I I i� H4H--'N-----------=---------------------i �, L;� y I'---- - e 0e eases II I I (--{-------------------- ------------- '---------------� I -— - _ — CT.,k New Air Dryer L TJ� —— -——— �, Current - — - - - - - Compressor (New IOne) -I Current i I Air Compressor ! Current (Back -Up)__ — Air Compressor n �pnpfBS o (New One) ( -) Power D'sci� cl 1 � I -- 2" REQUIRED 30" PROVIDED 10 I\ CONNECT TO EXISTING EXIT ROUTE rl Can Crusher f sl EM SS7NNA LL ENGe3/19/20 6/21119 1./ r) 00 _Z \ V _Z v J tW V W >pW Uj 00 E J 00 E 2 V) >< Q. EQ>-Q.� C U C J 1� 0 o v) N _ REVISIONS m Q J FOR CITY SUBMITTAL 04/04/19 PLAN CHECK 1 4/22/2019 CLIENT REVISIONS 2 05/22/2019 CLIENT REVISIONS 3 06/07/2019 0 Z oQ FRLVIEWED FOR ODE COiVIPLIANCE APPROVED p Cl- FEB 07 2020 z0 City Of Tukwila I 0 Z R,..- ~ W X ProJeci Manager. V) W GR ome: 6/21/19 hi PLAN some: NORTH ProlectN—b- 1903079 D— 4/)/, 7 SHEET NUMBER / SECOND FLOOR QA LAB EXITING PLAN 7 1 1/4-= V-G- =I EXIT NOTES EXIT SIGN SPECIFICATOINS A 1. 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 BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN I 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. to. 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. d. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1028.1 IN 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 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 ACCORDANCE WITH SECTION 2702. 14. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (I I LUX) AND 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. 15. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN 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). 16, THE MEANS OF EGRESS SYSTEM SHALL MAINTAIN A CLEAR CEILING HEIGHT OF T-6- MINIMUM. EXIT LIGHT, SINGLE FACE - CEILING MOUNTED, SHADED PORTION INDICATES FACE OF SIGNAGE EXIT LIGHT, SINGLE FACE - WALL MOUNTED, CH SHADED PORTION INDICATES FACE OF SIGNAGE ® EXIT LIGHT, SINGLE FACE - CEILING MOUNTED, ARROW INDICATES DIRECTION -y- EXIT LIGHT, DUAL FACE - CEILING MOUNTED, ARROW INDICATES DIRECTION, SHADED PORTION INDICATES FACE OF EXIT SIGN EXIT ACCESS # OF OCCUPANTS 4G EXIT TOTAL # OF OCCUPANTS XXX'TRAVEL DISTANCE TO EXIT ACCESS (XXX'}_ 'TOTAL TRAVEL DISTANCE TO EXIT DISCHARGE' XXX ROOM NAME XXX X -.-- # OF OCCUPANTS (XXX) ROOM AREA (S.F.) OCCUPANCY FACTOR ALLOWABLE ACCESS TRAVEL DISTANCE OCCUPANCY WITHOUT SPRINKLER SYSTEM (feet) WITH SPRINKLER SYSTEM (feet) B 200 300 S-1 200 250 NOTE: (E) BUILDING FULLY FIRE SPRINKLERED row ® a 07 x mb�e, AMMUMIA L® r1 FEATURES & SPECIFICATIONS Hates INTENDED USE- SuOable to applications requiring both par sign and on equipment. Ahm0m, B' tail, now. toad design is great for above -the -dear apphotlons and other tight His, Optional high-ouipat T YPe sersion with remote h mps are Ideal his emergency egress lighting. Certain alrboms mmamin.m. an diminish Integrity of acrylic and/or polycmbr nate. CHt1chgee for Acrylic. Polymrbanate Cvmpatlbilitylu leforsuitableuses. CONSTRUCTION - Est mooring grade roponn laid, loading is mp m,,sp stan4 saatchtes mitt and romadon ploct UL94VO Ram, m0ng UV sobie resin re5 us drswbration from nerural and man-made 0ghtseram, i �p����aai/�® 0 !u Rugged nobly housing snaps together with ce addrlonal fasteners. Faoplam and back -are inter- changeable on housing Fosk. snap -fit tabs hold tmeplate se *,, yet are easpy remoreble for lamp dale �✓x" Thermoplastic Exits compartmentnaess. Unlwod, din dwasl chevmelnterts are early maned andreima,md _ UndmasSmpints 71ornatianVincent shadowsorhotspars,toter;11rhghwith3Wsbeke,'AthIDOR. vowing dhip no rating blood upon UL924stantlaN. LED-Urin don Primary dpr tbaardsfvrs gn illumination Low ampirLED [ampm slgnamorte5 mnomlal fAC mpaO s rid emergenry (OC lop sU modes, Lowprofile, Imegrsod testswnteiplletighf Easily vowed bright red stain,indicator. Un que[nAand�rxrcelartangemempesm lstulirangeoTdirechanoflampheadadiustment.Unirersall-blot m prodrgpattem,Tool lessaaersformainttnanm.CanduitexMposttbn ontopofun2 LED Lemp Nead US. Patent No. 6,848,798, 6,499,866; 6,142,648; 5,797,673; D379,373; 5,526,251; D484,272; _ Nickel -Cadmium Battery D473,672; 51611,163, SA461502. OPTICS -Twin LED iampheadsoperate in emengenry(DComou(nodewith 12 senespou'llwhile M head Prowdei redundant! ghtsvurcestaensureemegenry Rghmngim hemmue,Thetyp cal lde of ---- ' -HO RO tpeach heeMt0lampitlOy- ELECTRICAL-Dual-Whage(ripm apertty(120R77V). Edge mar cmaon printed Unit hold ensures long-temnduobllhp. foment innitingchargertnmlmDesba toy l teandmin'mlres energymesumptian, Pmrideslow operating opl. Short�drcuR promoon-amen[ Honfingthargetda(vary pr morpria dorcuRbWrdhom,hors. INSTALLATION -Tap, end or back smandlogr Housing snaps to campy with Pmni1e4vaing tabs. Cam Thermal mmpseselon adjusts chmger output to pmwde epUmum charge Wrote relative W ambre it ]asking pop moms hour ngt,sompy. cempemwo, EasityrmmxdmaumingMwtkautstolMurtentryFnadcautfala'fi bieanauaiiw.vpartemanhadPaneL RegaiatedarargeWing,maintolnsmnstamthayewf.poneawidePsngevfNsmachagMPreamunmr/ UMNOS- HE& MR loationIncol Modam5W-1D4°F110'.40°(),Mason UL924, RIGA 101(,no,LHe undercharging matshons. bamwy, lifeandodusisopoaty. Safely(ada), NEC and OSHA iiluminankn unded,, nod WARRANTY-5-Yeaz Umded warranty. i8smory B pro-ol).(arrid. waromay mina lasood at AC7LVD reset allows battery mnnesdon before AC power is applied and prevents battery damage horn vw Atu'tyBmnds solo/(Usl2m3 Al�spurcesRelm and Cond'ton moment deepdistharge, Note: Amal performance may diRerasa aesultofend-user and application. Single mulNtvlar LED indicator to display two -state thatgottestattiarion and three -state dithos&tes, Allvalues are design or typical valves,rome,dedum1u, laboratory mnditlonsai 25°C Test nidub provides manual naiad., of 30-d dagnosik ranging for on demand visual corrosion. Soli-disgnosdclesiimg kr30mmnds ,y3Ochn30 minutes allaodaylntemal, and90mmmecannoally. Spatifitaliam mbjest-hang, withoutnour, Diagnostic anleation of LEE light source, AC-tc-DC transfer, charging and badery condition. Battery Sealed, ma In. n(e-hoe mitkel-odmium battery delivers 90-minute opacity to emergenry lamps.TwPitateu nrstant-emrenrcharge modarlosbattery 19, and a smanatlollyrecharges after Nam disdonge, Low-WragediuoonacEremnis a(eumnlydeepdMaigetWonpermamnty6magethe M- tery.Optimal high-outpm battery, to power both tool and central LED remote lamp heads simultaneously. CHIRAL LED Fam31y tamptypa ilwsing4ald4 Lett6rmiae options LHQM Smodifito, LED Two tblank) White ft Red HO I igh-autputNi-od batery, I NOM Meets Mexican t ndaads' single fate plate iSW79,6Y 8 Black G Green HOBO High -outpotart lcar, Imsbrapbe, ds NOMSALIDA Selicitn nage(nno-ULY wnhexuafam plate VHImI.ED SO 5e11-diagmtruns I ELAQ L030950 Single LED ledoorremet, head, while, self Ragnod.- ELAWO Wimiltrud, 3TW x 13-1/2'Hx 6'D' ELA T Q L0309 SD Twin LED indoor remote head, whire,self-diagnoaitsa„ ELAWG2M Mrcguard, 21-1/4'W x 15'Hx 12'Ds ILA OWP L0309 SO SingleLED weather-proofiemote head, 9myw[Ew HALOMUS12 12' hit, Mr. kith 'agnosotsaA' ELATOWPLO309SD Twin LEDwemher-proof remote head, gray, self- ELALEDMI2 Single LED mommlampd0 diagnostics=„ ELA QL0309 Single LED mdoormanate head,white' ELA LED Mil TwintEDremotebropL° ELATQL0309 Twin LED indoor remote head, white's ELA 11MVPM12 Single LED Washer incefremote, lamps' FLAQIYPLO309 Single LEDweath,,prvofremote head, gmyu ELA LED TWP MI2 Twin LED Weather prooftemot, lamp'= ELA T TRIP L0309 Twin LED weathe,proof mmore head, gray, Notes i Atonable in bktk er white crops pass,famp6onc 2 onnanba6lein whlk. NOM.,dod 7 OntymmpaU6kwimulf-diagrwnkapuon.Itr.N050) 4 Alsoav414ainbkG.Add'0'a(rerElAfoaNw Mar finish.FsamNcOA6Qw- s ontywmpafibiewicNoopdonse,apecan,anEuoum. 6 Seespecsheet FdA3yy 7 Sopeub ccAL[Vpmm I N.-Insn11.65LQ (Gntratta SPlecttm Remoter), 9 NvtarailanlewnhS0. EMERGENCY LHQM-LED LHQM LED QUANTUM® Exit/Unit Combo SPECIFICATIONS Electrical PriinaTy{fikpit _ ( TYPioLED1fie Supply Max Max cottage amps watts Red WS11m LED tartars 720 zit .05 D3 43 a3 BATTERY _ Ni tad -a Voltage YP N - Mintenantt' 0 [mum p 5helflife' Iltea temperaNre' 9.6 3yean 7-9 years 50-104°i (10 40°Q 1 Oasedomm�Ymuwssapem0on. i Ar-Evs-0. 3 ABilesatetyequpmem,indudingemeryenryl gM1Uegpathafegres;muslbema'nta'nea.servrctdarA teGed caecaaancewMall NatlorulFlrehotenbn Assodationandloml rvaec Faliuretomdami Nerequ ml enan<eatmaartgengmme3aapa�c rreeaknnrempanmanawmroiaaurawanaex 9 OpnmumamhkMtemmmNnetargewhereunitw0lpm+Idesapadniw9ominutts Nl9twand lower kemparatures open Ilk aria nmmy. 5. BarterytikisnegaCwdy4npaaeabym ryrarkbiesmdudirgrempeatme, dvr9ingrne;numberofsydes antlaeepd¢dwryEsdueroivngpxaodsortlmewidwutA(purcer. r!!�7i tiryComhv ha0ery(ND) andnoheadziR01 NA NA W 6W MOUNTING ABmmemwivaapdmtananc. I. SMppingwefglit3bM11bkgFA Face 10-114 i48.D1 ------ T�_ 1 2oa1 I� 12 TO.-1,G, pilot fic,ht Top End 1-1 111.i41 112"ila 11e <antivh entryknvckauc T izz91 4s"M 2-1/4F (5.7) Ba[kplate Uoivaraai knnakaut pattern tar venous 8 otandnN l-hazes D31 4 aoa 6 (,at 12 13a.M LAMP PHOTOMETRICS QUANTUM LED SERIES -SINGLECOVERAGE 3WTotalWhnetEOs Using a single wR at a rypl(a11.5' mound, g height delivers a n avenge Iliuminanm of LO F[ overadinanaaf24'ona3'patfiofegreuand l8'vnafipaihofegmsi. r ,�\ :� EwmPik"Almalc MUDexa Lxample MAn9klaps LEoexif IlluminaUrgaTpallo(egrex Illvmiraarga6'paN ofegms QUANTUM LED SERI B -MULTIPLE COVERAGE 3WTotalwhRe LEDs Usmgmuifipleunrtsata typ.tal7S'mount rig haahtd1Ivm,s25'centerto mnterspaong- 3'pathafegressand 2Dmmer rotenterspaongona6'pathofegaess r3 Eumpievfmwapl<UhRinehs Eosantoolmwtkpl u muoaN9 9iumlwdno.v,na6ofrymss ,numwaun a' no[ryreu EXTENDED RUN-TIME FOR HIGH -OUTPUT EXITS Pmdurt Runtime LHQMIEDHO(noremotes) 3.8haurs LHQMIEDHDROporemotes) 7Sh- AL1TMII71V1A L1GMTIA/G' LUOA7-LED EMERGENCY: OnellthonaWay Corlyvs,GA30012 Ph-.800-334694 -phospetnm �2Ol2-20L7Aud,yennd Uq Ung,Inc AlldghtsmserveIt R. 08102/17 HR1-Cl-1-1- 914 E. KATELLA AVENUE 8 ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-18E www.peica.com 59' - - - I (156'-0"J �J ,APR w?. ST �'4aTaafae " 6/21/19 03/19/20 V J Z a j Z12 Q W G LLJ / LU W S_ M�M W 00 E O t; U J C I� N o V) () N H REVISIONS W Z FOR CITY SUBMITTAL 04/04/19 PLAN CHECK ZL 4/2212019 QCLIENT REVISIONS 2 05122/2019 CLIENT REVISIONS 3 06/07/2019 IV IV W ry Q Z j Q ; REVIEWEE-D FOR APPROVE CL o FEB 07 2020 City of Tukwila I 0 Z U H- ` ILDING DIVISIO'-) -----_ ._., Uj X N u" 1 _U ~ N N Project Manager. C,R Date: 6/21/19 Scale: Prajeal Narmoe,, 1903079 SHEET NUMBER 1 - EGO: O8 USER NAME: RON TRAM PLOT DATE/UME: 6/21 /201910:55 AM FILENAME: 1:\PROCON DEVELOPMENT\A. 19W079 GLYCOL ROOM AND MAIN BUILDING\ACAD\ARCHITECTURAL\I903079-AWD SITE PLAN.DWG IIIIIIIIIIIIIIIIIs I II to o to '' -----'' V _ L, 117 I ! 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"�!❑ i� - --- ---- - \ 7 I-J- f lU ;� f L 77V`.I u , -J ON Lq W L CC— /l — 12 13 14 15 16 17 18 19 DO i -) ru Lz- 8 6 01 11 zsi !U Ui � I I I I r-._o ANDOVER PARK EAST W 0 C r C� 0� p 0'g Zo m W m �0Ml G) o y0� ci o < 0 rat o — ®� o o�, Z 01 m, F Project: RT D D D Tenant Improvement For: J a 3 A Z d r y c /'''''\ m m A SHASTA BEVERAGES INC ����°�a ST R'°mmD° m -zj -Z-1 v n w -o �' y GLYCOL ROOM AND MAIN BLDG. T�D zm \./ �z -z ,o '�'n co ��� \ D AGy� z m .n� �y ter. co e c/ �\> Oa?G n -A<c�m O Sheet Title: SITE PLAN 1227 Andover Park E �FFR "°� a�'� �.�M z=H w m C) �o Tukwila, WA 98188 A THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE PLUMP ENGINEERING, INC. NO PART OF THESE DOCUMENTS, INCLUDING DESIGN CONCEPT, MAY BE USED. REPRODUCED 08 DISCLOSED IN ANY FORM WHATSOEVER ITHOUT TRF WRITTFN PFRMIR—M nP PLUMP F10—FRhin lun 1n Pv e1 r_u1 1n1< a nII Plr, u Tc PF I V Fn IOw CONSTRUCTION KEYNOTES �r 1❑ (E) STAIRS ❑2 (E) EMERGENCY EXIT (404 x 82 4). 3� (E) ENTRANCE W/VISION LIGHT (404 X824). PLUMP ENGINEERING INC. ❑4 (E) 12'xl 4' OPENING W/ROLL UP. CONSULTING ENGINEERS STRUCTURAL MECHANICAL, PLUMBING, 5 (E) TRENCH DRAIN PER PER PLUMBING DWGS. ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL ❑6 (E) CONCRETE SLAB. s q #i*SY n�,. �� 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 7 7 PREFAB STAIRS BY OTHERS. .. , P (714) 385-1835, F (714) 385-1834 88 V CONCRETE SLAB. � www.peica.com 6 'T'% e a u 9 (N) COOLING SYSTEM CONTROL PANEL. 10 NOT USED 11 (N) NFPA 704 PLACARD. SEE 3/A100. 12 (N) EMERGENCY EYEWASH STATION W/ SHOWER PER PLUMBING DRAWINGS. 13 (N) AUDIBLE AND VISIBLE ALARM PLACARD PER IIAR SPECS. SEE 6/ A100 AND 6 A - MECH. DRAWINGS, 14 MECH. RGENCYDRAWS. SHUTDOWN PLACARD PER IIAR SPECS. SEE 71AlOOAND NOT USED 9 IIAR DOOR SIGNAGE 7 NOT USED5 5 NFPA 704 DOOR SIGNAGE 3 ' 4 _ 15 (N) RESTRICTED ACCESS SIGN PER IIAR SPECS. SEE 2/AIOO. 16 (N) EMERGENCY VENTILATION PLACARD PER IIAR SPECS. SEE 4/ A100 AND Stamp: MECH. DRAWINGS. �pRD.A. °, WAS11G \G 4R �. k. 7y �0 z � N� REFRIGERATION, MACHINERY 34218 ���ssoO/STYE / " 03/19/20 ROOM 1113/20 d AUTHORIZED PERSONNEL ONLY Q _I En z 0 0 A6 •Q U� WALL TYPES NOT USED 8 IIAR DOOR SIGNAGE 6 IIAR DOOR SIGNAGE 4 RESTRICTED ACCESS SIGNAGE 2 z 1 4"=1'-0" W � 0 IT' CMU BLOCK WALL X 20'-0"TALL REFER TO STRUCTURAL DWGS FOR DETAILS V Z> 1 O EXISTING CMU WALL, SEE STRUCTURAL DETAIL DWGS. TO BE MOUNTED AT LOCATIONS/ HEIGHTS D IIAR STANDARDS. nQ ry O W =SMOKE MOKE SEAL AND DOOR BOTTOM/ SWEEP FOR ALL O LLJ />" CORDANCE WITH IIAR-2 STANDARDS. ry S TO INCLUDE PANIC HARDWARE AND CLOSERS. 7 E<0 0 � 13 ^ 13 14 ® I '--- t 2 13 � 3 16 75 14 4 -- -- ... A200 zi� 9 Q. V) � 6 = N C) V LEGEND16 o ccMa cons= c � N 2 `"� o CSCP REVISIONS FOR CITY SUBMITTAL NEW WALL I 04/04/19 13 5 121 „` PLAN CHECK 1 O DOOR TYPE El8 ` 0'� 50'-�/ 4/22/2019 CLIENT REVISIONS / 05122/2019 11 GLYCOLRM CLIENT REVISIONS ® ROOM NUMBER 6 06/07/2019 1 CLIENT REVISIONS 4 0612512019 ® WINDOW TYPE 8 8 8 5aj-\a A200 CLIENT REVISIONS 5 12/13/2019 ELECTRICAL OUTLET - REFER TO ELECTRICAL DWGS. TFTll(l AUDIT COMPLIANCE 12/20/2019 � r EYEWASH STATION/SHOWER PATH OF TRAVEL � _.. I .� - fill le � r"Tf � z ODE COMPLIAK —E �. �_ I �_ u� ` — AMMONIA/GLYCOL -- RECEIVED CORRECTION CITY i7F •j t.I�11.'Si.>fi Q a t ---� _____� -___� G„tER LTR# �= JAN 14 2020 O PERMIT CENTER 0 of Tukwila iL)h' LL CR Dole: 1/13120 3'-2" 7'-3" 1'-9" 7'-3" 1'-9" 7-3" 2'-8" 16'-0" 11CSHEETNUMBER 0 h Project Number. 1903079 1 OO NORTH FLOOR PLAN 1 1 1/4"= V-0" KEYNOTES Am Plin,44M.- F, NEW WALL MOUNTED LED LIGHT FIXTURE. SEE ELECTRICAL DWGS. F2 EXISTING LIGHTING FIXTURE TO REMAIN (PROTECT IN PLACE) PLUM? ENGINEERING INC CONSULTING ENGINEERS STRUCTURAL MECHANICAL, PLUMBING, ELECTRICAL. CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1 a35, F (714) 385-1834 V�nvw.pelca.com Stamp: �oRU A j WAS 34218 SfONA L EN6EXP. 5t22/19 ------------- -- — — — — — — — — — — — — — — z V) Q uj LEGEND EXIT LIGHT, SINGLE FACE - WALL MOUNTED. SHADED PORTION INDICATES FACE OF EXIT SIGN OS uj o > 0 uj MECHANICAL VENTILATION. SEE MECH, DWGS CC) UJ ry co 00 LIGHTING FIXTURE WITH BACK-UP BATTERY -REFER TO 'E) < 0 > ELECTRICAL PLANS a) > 0 0, 7C) LIGHTING FIXTURE- REFER TO ELECTRICAL PLANS 0- < c ci E < OS mOTION/OCCUPANCY SENSOR - REFER TO ELECTRICAL PLANS AL 04 02 REVISIONS FOR CITY SUBMITTAL 04104119 PLAN CHECK 4/2212019 REVISIONS CLIENT R 205M2019 IEVVED FOR RE COD GOMiPWANCE Z &PROVED < I CL f EB 07 2020 0 2: Ct fer I N f ul 1 umwllo nECQVEd.�-U—'L L NG DIVISION I LU C)A CITY OF TUKWIL 0 MAY 2 9 20119 U-1 PERMIT CENTER uj —j LL Lu Project monogwz CR 5122119 2 N scale: PLAN NORTH 19030791 SHEET NUMBER 71 A 1 O 1 REFLECTED CEILING PLAN 1 y 0 Pinc PLUMP ENGINEERING INC. CONSULTING ENGNEERS STRUCTURAL MECHANICAL • PLUMBING, ELECTRICAL, CNIL, SURVEYING, ARCHITECTURAL cry 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 0 P 1714) 385-1835, F (714) 385.1834 0 w .peica.com 6 qp 6 6 4 9 Stamp: 7 D-A A p�L i ! �E H7y �o t P34218 /STO,p SS7�NA L EAR no 5122119 i/ tt jn /r Z /r t r t � 2 r. Z U-i r 2 ry / t O r/ t >0ui W rY 00 co 0 i t c O N Q. E t../ > Q / 't > H ° 3 CL 70 _ t ¢ - ' = -' N CV f >— i l r REVISIONS ' / ,•r FORCITYSUBMITTAL 3 r Q 04/04/19 o PLAN CHECK 1 4122Y2019 CLIENT REVISIONS 11 (N) BRACE BY PER STRUCTURAL y s I= a ��_ a 2 05122l2019 E 2 (N) 8" CMU BLOCK, REFER TO STRUCTURAL FOR DETAILS P�-I (N) FOOTING BY PER STRUCTURAL (E) 4X BLK G W/'HHUS' HGR. EA END, PER STRUCTURAL 3 5� (E) PLYWOOD z u F61 (E) PURLIN PER STRUCTURAL Fi-V)�'fYGi1 FOR O ❑7 (E) GLB PER STRUCTURAL o A APPROVED w 6 ❑g (N) REBAR PER STRUCTURAL - FEB 07 2020 —j 9� (N) PLYWOOD SHEATING < z 0 10 (E) SUB PURLIN PER STRUCTURAL RECFNED F CITY OF TUKWII A I o u w1 a MAY 2 9 2019 U Pm�ctManeyer CR PERMIT CENT 5/22/19 seine: i= e Pre7ect Number. L 1903079 - 0 oI SHEET NUMBER W KEYNOTES X SECTION 2 SECTION 1 A200 SYMBOL LEGEND (NOT ALL ABBREVIATIONS MAY BE USED IN THIS DOCUMENT) EXTERIOR ELEVATION TARGET EXTERIOR ELEVATION TARGET ELEVATION DESIGNATION X DETAIL DESIGNATION} ZAXI I AR. SHEET REFERENCE NO. SHEET REFERENCE NO. BUILDING SECTION TARGET SHEET REFERENCE NO. SECTION DESIGNATION PARTIAL SECTION TARGET DETAIL DESIGNATION X AX.O SHEET REFERENCE NO. SECTION DETAIL TARGET DETAIL DESIGNATION X AX.O SHEET REFERENCE NO. MATCH LINE MATCH LINE SEX I /XX MATCH LINE SE X/XX ROOM NAME AND NUMBER TARGET XXXX ROOM NAME XXXX XXX ROOM NO. DOOR NUMBER TARGET &—DOOR NUMBER REVISION TARGET/ADDENDUM TARGET L� REVISION NO. OR ADDENDUM NO. VIEW NUMBER f— VIEW NAME A DETAIL Al sc: I/Stir �— VIEW SCALE SHEET NUMBER INTERIOR ELEVATION TARGET AIAI SHEET REFERENCE NO. SECTION DESIGNATION ELEVATION REFERENCE TARGET EL- X'-XX' SECTION/ _ T,O,W, ELEVATION DATUM -X'-XX' PLAN DATUM COLUMN CENTERLINE CE PARTITION TYPE TARGET i PARTITION TYPE WALL ASSEMBLY DESIGNATION KEY NOTE TARGET t NOTE NUMBER NORTH-• NORTHPLAN en RTH < 411k "' � VICINITY MAP P sry �� afai -pail _ S aT�47i;61�n A TENANT IMPROVEMENT FOR: n Q SHASTA INC.I C PLUMP ENGINEERING INC. - CONSULTMG ENGINEERS STRUCTURAL. MECHANICAL, PLUMBING, ELECTRICAL CIVIL, SURVEYING, MAIN I ARCHITECTURAL 2 L 914 E. , LIAVENUE ANAHEIM, 35,CALIFORNIAF(714)85-18 u01 . P (714) 385-1835, F (714) 385-1834 u www.peico,com 1227 Andover Park E - a VIA in • ': :: ABBREVIATIONS GENERAL NOTES PROJECT DIRECTORY SHEET INDEX & AND JAN. JANITOR t. ALL CONTRACTORS AND SUBCONTRACTORS WILL THOROUGHLY FAMILIARIZE OWNER: ENGINEERING TEAM 1MECH./PLUMPING!: GENERAL - D° AT IT. or JNT JOINT THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS AND WILL VERIFY EXISTING SITE SHASTA BEVERAGE PLUMP ENGINEERING INC. GO00 COVER SHEET A.B. ANCHOR BOLT JST. JOIST AND CONDITIONS PRIOR TO SUBMITTING A BID. ALL SUBCONTRACTORS WILL PROVIDE 1227 ANDOVER PARK E 914 E KATELLA AVENUE A.C. ASPHALTIC CONCRETE ALL LABOR, SUPERVISION, AND MATERIALS OF EVERY TYPE WHICH MAY BE TUKWILA WA 98188 ANAHEIM, CA 92807 G001 GENERAL NOTES A.C.I. AMERICAN CONCRETE INSTITUTE L ANGLE NECESSARY FOR A SUCCESSFUL COMPLETION. ALL WORK TO BE PERFORMED IN A CONTACT: MOSTAFA ZUBAIR G002 EXITING PLAN ACP ACOUSTICCEILING PANEL LB. or # POUNDS GOOD AND WORKMANLIKE MANNER ACCORDING TO THE TRUE INTENT AND CONTRACTOR: TEL: (714) 385-1835 A.D.A.A.G. AMERICANS WITH DISABILITIES ACT LG. LONG MEANING OF THE DRAWINGS AND SPECIFICATIONS. PROCON DEVELOPMENT INC. EMAIL: MAZUBAIR@PEICA.COM G003 ACCESSIBILTY DETAILS ACCESSIBILITY GUIDELINES MAT. MATERIAL 4522 KATELLA AVE. A.F.F. ABOVE FINISH FLOOR MAX. MAXIMUM 2. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL NOT HAVE CONTROL, OF LO$ ALAMITOS, CA 90720 GOD4 MAIN AREA EXITING PLAN ALUM. ALUMINUM M.B. MACHINE BOLT AND WILL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, CONTACT: GUY CASTILLO ENGINEERING TEAM (ELECTRICAL): G005 CONSTRUCTION FENCE PLAN A.P.A. AMERICAN PLYWOOD ASSOCIATION MEZZ. MEZZANINE TECHNIQUES, SEQUENCES, PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS TEL: (562)756-4412 PLUMP ENGINEERING INC. A.Q.T. ABRASIVE QUARRY TILE MIN, MINIMUM IN CONNECTION WITH THE WORK ON THIS PROJECT OR FOR THE ACTS OR OMISSIONS EMAIL: GCASTILLO@PROCONGC.COM 914 E KATELLA AVENUE G006 SECOND FLOOR BREAK ROOM EXITING PLAN 1 ARCH. ARCHITECTURAL MISC. MISCELLANEOUS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANAHEIM, CA 92807 A.S.T.M. AMERICAN SOCIETY FOR TESTING MPH MILES PER HOUR ANY OF THE WORK ON THIS SITE, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY CONTACT: ADEL PDURSHARIF G007 SECOND FLOOR QA LAB EXITING PLAN MATERIALS M.P.S. MODULAR PANELBOARD OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT AND OR ARCHITECT & ENGINEERING TEAM: TEL: (714) 385-1835 G008 SECOND FLOOR MEZZANINE EXITING PLAN SYSTEM CONSTRUCTION DOCUMENTS. PLUMP ENGINEERING INC. EMAIL: APOURSHARIF@PEICA.COM BLK'G BLOCKING M.S.B. MAIN SWITCH BOARD 914 E KATELLA AVENUE B.N. BOUNDARY NAIL MTL. METAL 3. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND/OR SHORING TO ANAHEIM, CA 92807 ARCHITECTURAL BM. BEAM INSURE STRUCTURAL STABILITY OF THE BUILDING AND ALL RELATED BUILDING CONTACT: GREG PANEK B.O.J. BOTTOM OF JOIST IN) NEW COMPONENTS IE: STRUCTURAL WALLS, INTERIOR WALL ASSEMBLIES, ETC. DURING THE TEL: J714) 385-1835 AC C, SITE PLAN B.U.R. BUILT UP ROOFING NO. or # NUMBER CONSTRUCTION PHASE OF THIS PROJECT. EMAIL: GPANEK@PEICA.COM AI00 FLOOR PLAN BOTT. or (B) BOTTOM N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE 4. WORK WILL BE COORDINATED WITH ALL TRADES IN ORDER TO AVOID INTERFERENCE, AIOI REFLECTED CEILING PLAN C CONDUIT AND AVOID OMISSIONS. A200 CMU WALL SECTION C.L. CENTERLINE O.C. ON CENTER PROJECT SUMMARY C.B.B.B. CEMENTITIOU$ BACKER BOARD O.F.C.I. OWNER FURNISHED, 5. ALL MATERIALS USED WILL BE NEW AND BEAR U.L. LABELS WHERE REQUIRED AND MEET C.B.C. CALIFORNIA BUILDING CODE CONTRACTOR INSTALLED APPROPRIATE N.E.M.A. STANDARDS, C.C. CORE DRILL O.F.O.I. OWNER FURNISHED, STRUCTURAL C.J. CONTROLJOINT (COLD JOINT) OWNER INSTALLED 6. LAYOUT ALL PARTITIONS BEFORE BEGINNING CONSTRUCTION TO PREVENT ERRORS BY SCOPE OF WORK: S001 GENERAL NOTES CLG. CEILING q,H• OPPOSITE HAND, DISCREPANCY. ALL DRYWALL PARTITIONS WILL BE INSTALLED AS NOTED ON THE TENANT IMPROVEMENT WORK CONSISTING OF ARCHITECTURAL, STRUCTURAL, CLR. - CLEAR OPNG. OPENING DRAWINGS. MECHANICAL, ELECTRICAL AND PLUMBING FOR NEW GLYCOL ROOM. S002 GENERAL NOTES C.M.U. CONCRETE MASONRY UNIT $100 SITE PLAN COL. COLUMN P.C. PLUMBING CONTRACTOR 7. EACH SUBCONTRACTOR WILL AMEND AND MAKE GOOD AT HIS OWN COST, ANY CONC. CONCRETE P. LAM PLASTIC LAMINATE OR DEFECTS OR OTHER FAULTS IN HIS WORKMANSHIP AND/OR HIS SUPPLIED MATERIALS. APPLICABLE BUILDING CODES: S101 PARTIAL FLOOR PLAN & PARTIAL ROOF FRAMING PLAN CONN. CONNECTION PARALLAM (BEAM) BUILDING 2015 INTERNATIONAL BUILDING CODE W/ WASHINGTON AMENDMENTS 5200 STRUCTURAL DETAILS CONST. CONSTRUCTION PL. PLATE 8. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING, CUTTING AND/OR FIRE 2015 INTERNATIONAL FIRE CODE W/ WASHINGTON AMENDMENTS CONST. JT. CONSTRUCTION JOINT P.L. PROPERTY LINE INSTALLING MATERIAL PRODUCT OR EQUIPMENT. IN THE EVENT OF ANY PLUMBING 2015 UNIVERSAL PLUMBING CODE W/ WASHINGTON AMENDMENTS CONT, CONTINUOUS PLYWD. PLYWOOD DISCREPANCIES, CONTACT THE CONSTRUCTION MANAGER BEFORE PROCEEDING MECHANICAL 2015 INTERNATIONAL MECHANICAL CODE W/ WASHINGTON AMENDMENTS CONTR, CONTRACTOR PR. PAIR WITH THAT WORK. ELECTRICAL 2015 INTERNATIONAL ELECTRICAL CODE W/ WASHINGTON AMENDMENTS PLUMBING COMP COMPACTED (ION) PSF. POUNDS PER SQ. FOOT ACCESSIBILITY 2015 INTERNATIONAL BUILDING CODE W/ WASHINGTON AMENDMENTS P100 GENERAL SPEC SHEET C.T. CERAMIC TILE PSI. POUNDS PER SQ. INCH 9. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. ENERGY CODE 2015 WASHINGTON STATE ENERGY CODE IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS OR INFORMATION, PIOT FLOOR PLAN DDOUBLE Q.T. QUARRY TILE CONTRACTOR SHALL NOTIFY ARCHITECT. FIGURED AND CALCULATED DIMENSION BUILDING DATA - DEEGG . or ` DEGREE TAKES PRECEDENCE OVER SCALED MEASUREMENTS. DETAILED DRAWINGS AND OIA. or DIAMETER CONSTRUCTION TYPE: I- RAD. OR (RJ RADIUS LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ELECTRICAL DIAG. DIAGONAL REINF. REINFORCEMENT ALL PLAN DETAILS AND WALL SECTIONS ARE ASSUMED TO BE TYPICAL CONDITIONS AUTOMATIC SPRINKLER SYSTEM: ES DIM. DIMENSION UNLESS DETAILED OR NOTED OTHERWISE. NUMBER OF STORIES: 2 EOOI GENERAL NOTES, SYMBOLS UST, LIGHT FIXTURE/PANEL SCHEDULES & SLD DR. DOOR S.C. SAW -CUT JOINT PROJECT DATA: E101 LIGHTING & ROOF POWER PLAN DWG.(S) DRAWING(S) SCHED. SCHEDULE 10. ADD SUFFICIENT BLOCKING IN STUD WALLS TO SUPPORT ALL ITEMS OR EQUIPMENT ZONE: TUC-WP (TUKWILA URBAN CENTER -WORKPLACE) SHT. SHEET SHOWN OR SPECIFIED TO BE ATTACHED TO THE WALLS. PROVIDE ADDITIONAL (E) EXISTING Sim. SIMILAR STRUCTURAL SUPPORT (ANGLES, CHANNELS, ETC.) WITHIN WALLS WHERE THE WEIGHT OCCUPANCY: F, S-1 MECHANICAL EA. EACH SM SHEET METAL OF ATTACHED ITEMS OR EQUIPMENT IS TOO GREAT TO BE SUPPORTED BY METAL AREA OF WORK: 1,189 S.F. E.C. ELECTRICAL CONTRACTOR SMS SHEET METAL SCREW STUDS. PROVIDE BLOCKING FOR OWNER FURNISHED OR INSTALLED ITEMS. M100 GENERAL SPEC SHEET E.F. EACH FACE SPEC.(S) SPECIFICATION(S) M101 FLOOR PLAN EL. ELEVATION SQ. SQUARE 11. ALL FINISHED FLOOR ELEVATIONS REFER TO ARCHITECTURAL DRAWINGS ONLY. REFER E.N. EDGE NAIL SO. IN. SQUARE INCH CIVIL DRAWINGS FOR RELATIONSHIP TO PROJECT BENCHMARK(S), M20D MECHANICAL DETAIL -INSERT LOUVERS E.Q.C. EDGE OF COUNTER / EDGE OF SQ. FT, SQUARE FOOT - M201 MECHANICAL DETAIL ROOFTOP EXHAUST S.S. STAINLESS STEEL 12, ANY ADDITIONS OR CHANGES TO WORK MUST BE AUTHORIZED IN WRITING BY THE EQ, or = EQUAL STD, STANDARD CONSTRUCTION MANAGER, NO ALTERATIONS WILL BE MADE ON THIS PROJECT M202 MAIN AREA FLOOR PLAN EQUIP. EQUIPMENT STL. STEEL EXCEPT UPON WRITTEN ORDER BY THE CONSTRUCTION MANAGER. E.S. EACHSIDE STOR.T. STORAGE EXP. EXPANSION STRUCT. STRUCTURAL 13. WEATHER CONDITIONS: CONTRACTORS WILL PROTECT ALL PARTS OF THEIR WORK SUSP. SUSPENDED FROM WEATHER DAMAGE DUE TO FROST, RAIN, HEAT, ETC. AND WILL MAKE GOOD FACT. FACTORY SYM. SYMMETRICAL TO THE SATISFACTION OF THE CONSTRUCTION MANAGER AND/OR GENERAL F.D. FLOOR DRAIN CONTRACTOR ANY PORTION OF THE WORK WHICH MAY HAVE BECOME DAMAGED. F.D.C. FIRE DEPT. CONNECTION �� PON. FOUNDATION T.B.A. TO BE DETERMINED 14. SITE SAFETY: EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS AND (2 1111 Z 1 / 4, F.F. FINISHED FLOOR TEMP. TEMPERED (TEMPERATURE) RELATED OSHA STANDARDS FOR THE PROTECTION AND SAFETY FOR THEIR EMPLOYEES f F.F.L. FINISHED FLOOR LEVEL THK. THICKNESS ON SITE. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL BE HELD Al�ja _ ! /' / ' 1 51Fz(G 14 F.G. FLOAT GLASS coT & G TONGUE & GROOVE HARMLESS BY THE OWNER, GENERAL CONTRACTOR AND RELATED AWARDED TRADES � ✓� FUR. FLOOR T.N. TOE NAIL ON THIS PROJECT FOR ACCIDENTS OR INJURIES CAUSED OR ACCRUED ON THIS FIN. FINISH T.O.B. TOP OF BEAM PROPERTY DURING THE PRE/ACTUAL/POST CONSTRUCTION PHASES OF THIS PROJECT. F.N. FIELD NAIL T.O.C. TOP OF CURB y�S'rG�cclLyap1+� yVJOg'�tyq ppp F.O.B. FACE OF BEAM T.O.F. TOP OF FOOTING 15. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OF DEBRIS d p pvt 0a51 , cf� N C/ ^i avg „� ,I F.O.F. . FACE OF FINISH T.O.PL. TOP OF PLATE ACCUMULATED BY EACH TRADE. HOWEVER, EACH TRADE WILL KEEP THE JOB SITE /T/ F.0.1, FACE OF JOIST T.O.S. TOP OF SLAB CLEAN AND SAFE AT ALL TIMES, ALONG WITH A BROOM FINISH AT THE END OF EACH RECEIVED F.O.M. FACE OF MASONRY L1! F.O.P. FACE OF POST T.O.W. TOP OF WALL WORKING DAY. F.O.S. FACE OF STUD TYP. TYPICAL F.R.P. FIBERGLASS REINFORCED PANEL 16. TRANSITION OF DIFFERENT FLOORING MATERIALS AT DOORWAYS SHALL OCCUR AT _ JUN 0 3 2019 U.B.C. UNIFORM BUILDING CODE CENTERLINE OF DOORS TYPICALLY. RGVPs L,dtc;d and + J T uV�i� F.S. FLOORSINK U.O.N. UNLESS OTHERWISE NOTED R'p BHC Consultants, LLC Fr. FEET U.S.P. UNDER SEPARATE PERMIT 17. PAINT ALL WALL SURFACES, DOOR FRAMES, BULKHEADS AND CEILINGS IN ROOMS for Sub t�jl�lgl Om�llanGe FTC. FOOTING WHERE INDICATED ON ROOM FINISH SCHEDULE. PAINT BEHIND ALL MOVEABLE ITEMS B GA. GAUGE (GAGE) VERT.OR IV) VERTICAL ADJACENT TO WALLS RECEIVING PAINT AND RELOCATE ITEMS. B�i% co - Ptants G.B. GYPSUM BOARD Y.W.C. VINYL WALLCOVERING NOTES C/�+ G.C. GENERAL CONTRACTOR 18. ALL WEATHER - EXPOSED SURFACES SHALL HAVE A WEATHER RESISTIVE BARRIER TO W/ WITH PROTECT THE INTERIOR WALL COVERING AND EXTERIOR OPENINGS SHALL BE FLASHED r� / RECEIVED GALV. GALVANIZED WD. WOOD IN SUCH AMANNER ASTOMAKETHEM WATERPROOF. ®a$�^ v'Z 1 G.I. GALVANIZED IRON W.G.B. WATER RESISTANT GYPSUM CITY �� TUKWILAGLIB. GLUE -LAMINATED BEAM BOARD 19. ALL PLAN DIMENSIONS ARE TO FINISHED FACE OF FINISHED WALLS, FACE OF 1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND H.D. HUB DRAIN W.I.B. WALK-IN BOX MASONRY, AND CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES MAY 2 9 2019 HDR. HEADER WT. WEIGHT (POWER POLES, PULL -BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, - WWM. WELDED WIRE MESH 20. VERIFY ALL ELEVATIONS AND DIMENSIONS OF STRUCTURAL ELEMENTS WITH HDW. HARDWARE APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE - HGR. HANGER ARCHITECTURAL DRAWINGS. IN CASE OF CONFLICT, NOTIFY ARCHITECT. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES WHETHER PERMIT CENTER HGT. or HT. HEIGHT CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND BE RESPONSIBLE FOR THEM. ALL OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY H.M. HOLLOW METAL DIMENSIONAL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. HORIZ. or HORIZONTAL ARCHITECT. H.S.B. HIGH STRENGTH BOLT 21. PLANS FOR MODIFICATIONS TO EXISTING FIRE PROTECTION: EQUIPMENT SUCH AS I.D. INTERIOR DESIGN STANDPIPES, SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS;: SHALL BE SUBMITTED TO IN. INCH THE BUILDING DIVISION AND APPROVED BY THE FIRE DEPARTMENT BEFORE INFO. INFORMATION EQUIPMENT IS ALTERED OR MODIFIED. iNV. INVERTED t) 19%, 0 171 m", V 3 a co Z V Z �a V L.L O LU w W ry Se L 00 /� 00 0 i . a ra - > V ♦♦ - ?Q 7 2E < o SG �h) N N 4 1�- `_' V } �/ F-- REVISIONS FOR CITY SUBMITTAL 04IM19 /V PLAN CHECK L_1 41M2019 G REVI dV _G FOt _ E APPROVED FEB 07 2020 UILDING DIVISIO ma�w9er. CR U 5/22119 N t= m 0 1903079 N SHEETNUMBER Lwllfflwlw� wod GENERAL REQUIREMENTS 1. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ENGINEER OR ARCHITECT. 2. ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE SITE. 3. CONSTRUCTIONS AND MATERIALS SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. 4. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES, DIMENSIONS, AND CONDITIONS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK, INCLUDING THAT OF ALL SUB -TRADES, 6, GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. 7. ALL WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE LOCAL BUILDING CODE (LATEST ADOPTED EDITION) OR OTHER APPLICABLE GOVERNING CODES AND BUILDING ORDINANCES. 8. ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR OPERATION, ALL SCRAP, DEBRIS, AND OTHER EXCESS MATERIAL SHALL BE REMOVED FROM THE BUILDING SITE. 9, THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN THE WORK AND THE CONTRACT AMOUNT SHALL BE ADJUSTED ACCORDINGLY. HOWEVER, THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH ANY CHANGES WITHOUT THE WRITTEN APPROVAL OF THE OWNER. 10. ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS EQUAL ALTERNATES ARE APPROVED IN WRITING BY THE OWNER. 11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, 12. SEE ARCHITECT'S SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, IF APPLICABLE. 13. ANY REFERENCE TO THE WORDS APPROVE, APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB -CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. 14. AN IN-HOUSE QUALITY CONTROL AND INTERFACE HAS NOT BEEN COMPLETED AND BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. 15. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE 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 BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING COMPLIANCE WITH CONTRACT DOCUMENTS, DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 16. THE SHOP DRAWING REVIEW PROCESS BY THIS ENGINEER WILL ONLY COMMENCE AFTER THE SUBMITTED FABRICATION OR SHOP DRAWING HAVE BEEN AS FOLLOWS: A. INITIALLY REVIEWED AND ACCEPTED AS CONFORMING WITH THE STRUCTURAL CONSTRUCTION DRAWINGS BY THE RESPONSIBLE SUPERVISOR AND DRAWING CHECKER WITH THEIR SIGNATURES. B. APPROVED AND ACCEPTED WITH A STAMP FROM THE GENERAL CONTRACTOR AS CONFORMING TO THE CONSTRUCTION DOCUMENTS. C. CONTRACTOR TO SUBMIT THE DESIRED NUMBER HARD COPIES OF SHOP DRAWINGS PLUS TWO EXTRA SETS TO ENGINEER FOR REVIEW. IF PDPS ARE SUBMITTED THE NUMBER OF COPIES PRINTED OUT WILL BE CHARGED AT THE CONTRACTORS EXPENSE. THE FULL AMOUNT OF THE PRINTS SHALL BE PAID BEFORE THE REVIEWED DRAWINGS WILL BE RELEASED. 17. STRUCTURAL OBSERVATION WILL BE PERFORMED BY AN ENGINEER OR ARCHITECT EMPLOYED BY THE OWNER. THIS DESIGNATED INDIVIDUAL SHALL CONFORM TO THE REQUIREMENTS AS STATED IN IBC CHAPTER 17. SEISMIC FACTORS IMPORTANCE: 1.0 OCCUPANCY: II Ss: 1.432 Sl: 0.534 SITE CLASS: D SDs 0.955 SDI 0,534 SEISMIC D.C.: D ALL CONCRETE CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE ACT CODE AND SPECIFICATIONS (ACT 318-14, ACT 301). THE FOLLOWING NOTES ARE PROVIDED FOR USE AS A GUIDE TO ALL REQUIREMENTS. MATERIALS FOR CONCRETE: A. CEMENT SHALL CONFORM TO THE APPROPRIATE SPECIFICATION LISTED BELOW: • PORTLAND CEMENT, "SPECIFICATION FOR PORTLAND CEMENT" (ASTM C-150-07). • PORTLAND BLAST -FURNACE SLAG CEMENT ORPORTLAND-POZZOLAN CEMENT. "SPECIFICATION FOR BLENDED • UNLESS OTHERWISE PERMITTED OR REQUIRED, CEMENT SHALL BE TYPE I OR TYPE 11, ASTM C-150-07 • THE CEMENT USED IN THE WORK SHALL CORRESPOND TO THAT UPON WHICH THE SELECTION OF CONCRETE PROPORTIONS WAS BASED. B. ADMIXTURES SHALL NOT BE USED WITHOUT WRITTEN CONSENT OF THE ENGINEER. C. WATER: MIXING WATER FOR CONCRETE SHALL CONFORM TO THE REQUIREMENTS FOR WATER SPECIFIED IN ASTM C-941C94M-07. D. AGGREGATES: • AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO 'SPECIFICATION FOR CONCRETE AGGREGATES' (ASTM C-33-03). • FINE AND COARSE AGGREGATES SHALL BE REGARDED AS SEPARATE INGREDIENTS. EACH SIZE OF COARSE AGGREGATE, A WELL AS THE COMBINATION OF SIZES WHEN TWO OR MORE ARE USED, SHALL CONFORM TO THE APPROPRIATE GRADING REQUIREMENTS OF THE APPLICABLE ASTM SPECIFICATIONS. 2. PROPORTIONING: A. GENERAL: CONCRETE FOR ALL PARTS OF THE WORK SHALL BE OF THE SPECIFIED QUALITY CAPABLE OF BEING PLACED WITHOUT EXCESSIVE SEGREGATION AND, WHEN HARDENED, OF DEVELOPING ALL CHARACTERISTICS REQUIRED BY THESE SPECIFICATIONS AND THE CONTRACT DOCUMENTS. B. STRENGTH: THE SPECIFIED COMPRESSIVE STRENGTH OF THE CONCRETE (F'c) FOR EACH PORTION OF THE STRUCTURE SHALL BE AS DESIGNATED BELOW. STRENGTH REQUIREMENTS SHALL BE BASED ON 28-DAY COMPRESSIVE STRENGTH, UNLESS A DIFFERENT TEST AGE IS SPECIFIED. SLAB -ON -GRADE 2500 PSI CONT. FIGS 3000 PSI PAD FIG'S 3000 PSI DRYPACK OR GROUT FOR BASE PLATES 4000 PSI C. SLUMP: UNLESS OTHERWISE PERMITTED OR SPECIFIED, THE CONCRETE SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF 41N. OR LESS IF CONSOLIDATION IS TO BE BY VIBRATION, 51N. OR LESS IF CONSOLIDATION IS TO BE BY METHODS OTHER THAN VIBRATIONS. WATER CEMENT RATIO IS TO BE 0.5 MAX D. MAXIMUM SIZE OF COARSE AGGREGATE: THE NOMINAL MAXIMUM SIZE OF THE AGGREGATE SHALL NOT BE MORE THAN ONE -FIFTH OF THE NARROWEST DIMENSION BETWEEN SIDES OF THE FORMS, ONE-THIRD OF THE DEPTHS OF SLABS, NOR THREE -FOURTHS OF THE MINIMUM CLEAR SPACING BETWEEN REINFORCING BARS. THESE UMITATIONS MAY BE WAIVED IF, IN THE JUDGMENT OF THE ENGINEER. WORKABILITY AND METHODS OF CONSOLIDATION ARE SUCH THAT THE CONCRETE CAN BE PLACED WITHOUT HONEYCOMB OR VOIDS. E. ADMIXTURES: IF PERMITTED, ADMIXTURES USED SHALL BE SUBJECT TO THE LIMITATIONS BELOW: 1. THE AMOUNT OF CALCIUM CHLORIDE SHALL NOT EXCEED 2 PERCENT BY WEIGHT OF CEMENT. THE AMOUNT OF CALCIUM CHLORIDE SHALL BE DETERMINED BY THE METHOD DESCRIBED IN AASHTO T260. 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 ION, UNLESS PROTECTIVE MEASURES ACCEPTABLE TO THE ENGINEER ARE PROVIDED. 3. ALL ADMIXTURES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS EXCEPT AS OTHERWISE SPECIFIED HEREIN. F. SELECTION OF PROPORTIONS: THE PROPORTIONS OF INGREDIENTS SHALL BE SUCH AS TO PRODUCE A MIXTURE 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 RESIUENT FLOORING CARPET OR DESIGNATED TO REMAIN EXPOSED SHALL BE TROWELLED SMOOTH. CONTRACTOR SHALL PROVIDE CONTROL JOINTS WITH A MAXIMUM AREA BETWEEN JOINTS OF 40D S.F., UNLESS OTHERWISE NOTED, MAXIMUM RATIO OF LONG SIDETO 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. REINFORCING STEEL 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 ANALYSTS SUPPLIED. ALL DOWELS, #4 OR SMALLER MAY CONFORM TO ASTM A-615JA-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 D1-4.05). THE MILL ANALYSIS SHALL INCLUDE THE CARBON EQUIVALENCE TO ESTABLISH W ELDABILITY. 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 #61N 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 12''. 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 HELD WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A-7061 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. I. EXCAVATE FOR FOUNDATIONS TO THE DEPTHS SHOWN ON THE DRAWINGS BELOW UNDISTURBED SOIL OR COMPACTED EARTH, IS" 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 907.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: 500 PSF. SLAB ON GRADE PER IBC TBL. 1806.2: 1500 PSF. PAD FTG'S LATERAL PRESSURES: 100 PCF. PASSIVE 60 PCF. ACTIVE (ASSUMED) 100 PCF. AT REST (ASSUMED) 0.2OCf COEFF.FRICTION SOIL CLASSIFICATION CL, ML MH, & 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 RISC PRACTICE AND SPECIFICATIONS FOR BUILDING. 2. PLATES & BARS SHALL CONFORM TO ASTM A-36(A36M-05 U.N.O. 3. STRUCTURAL SHAPES SHALL CONFORM TO ASTM A-992lA992-060. 4. TUBE MEMBERS SHALL CONFORM TO ASTM A-500, GRADE B h=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.I-08, USE APPROVED ELECTRODES CONFORMING WITH ASTM A-233. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS APPROVED BY THE BUILDING DEPARTMENT. ALL HELD 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 718" 0 A325-N. HOLE SIZE SHALL BE BOLT DIAMETER PLUS 1116". 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 OPERATIJWCEIVED CITY OF TUKWILA MAY 29 2019 71 PERMIT CENTER 5122f19 .I Z V ZQ Z W 'Q ui >0 . , uj O co " J c 0) N O Q J D 0 REVISIONS FOR CITY SUBMITTAL 04/04/19 PLAN CHECK 4OA019 CLIENT REVISIONS n tLVIL_VVED FOR cn M110F)l lAbI W H APPROVED Q z FEB 07 2020 Q W ILDING DIVISION z W =,qe�r iw�ooe,: CR tea' 6122119 xae: h Project Number. 1903079 H SHEETNUMBER ig 19 7;,vi11,[e2[IPl1,14Z 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 AN APPROVED GRADING AGENCY, EXCEPT EXPOSED LUMBER SHALL BEAR NO MARKINGS WHICH WILL BE VISIBLE AFTER INSTALLATION. 2. FRAMING LUMBER SHALL BE DOUGLAS FIR, S4S, UNLESS OTHERWISE NOTED. THE FOLLOWING GRADES SHALL BE THE MINIMUM ACCEPTABLE GRADES, UNLESS OTHERWISE NOTED: ITEM MINIMUM GRADE STUDS: 2"THICK, 4" WIDE (STUD HT=8'-1" MAX,)..CONSTRUCTION GRADE 2" THICK, 4" TO 8" WIDE........... NO 1. OR BETTER STRUCTURAL LIGHT FRAMING: 2" TO 4" THICK, 2" TO 4"WIDE ....... NO. 1 OR BETTER STRUCTURAL JOISTS AND PLANKS: 2" TO 4" THICK, 6' AND WIDER ....... NO. 1 OR BETTER BEAMS AND STRINGERS: 5" AND THICKER, 6" AND WIDER ....... NO. 1 OR BETTER POSTS AND TIMBERS: 5" X 5" AND LARGER ............. NO. 1 OR BETTER 3. MAXIMUM STUD HEIGHT SCHEDULE AT NON -BEARING WALLS (LATERALLY BRACED) 2 X 4 AT 16' ox... ........ 12'-O' 2X6AT 16" o.c........... 18'-G' 2 X 8 AT 16" o.c........... 23' - 0" U.O.N. 4, PLYWOOD SHALL CONFORM TO PRODUCT STANDARD PS-1-09. PLYWOOD SHALL BE APA GRADE STAMPED, INCLUDING PANEL INDEX NUMBER. ROOF SHEATHING SHALL BE 1/2" CD-X STRUCTURAL 1, P.1. 32/16, UNLESS OTHERWISE NOTED. SEE SHEAR WALL SCHEDULE FOR SHEAR PANEL SHEATHING. ROOF SHEATHING AND SHEAR PANELS SHALL BE IN PLACE AND INSPECTED BY THE BUILDING OFFICIAL PRIOR TO COVERING: INSTALL WITH FACE GRAIN ACROSS SUPPORTS AND ALL JOIST SHALL BE BLOCKED EXCEPT WHERE NOTED ON PLANS. 5. ALL OPENINGS THRU ROOF SHALL BE NAILED PER BOUNDARY NAILING OF PLYWOOD DIAPHRAGM NAILING REQUIREMENTS. & ALL GLUE LAMINATED MEMBERS AS SHOWN ON PLANS SHALL BE IN ACCORDANCE WITH A.I.T.C. SPECIFICATIONS. ADHESIVES SHALL BE WATER RESISTENT INTERIOR W.C.L.A. SPECIFICATION COMBINATION (SEE BELOW) INDUSTRIAL APPEARANCE GRADE. A.LT.C. INSPECTION CERTIFICATES SHALL BE FURNISHED WITH EACH BEAM. SUBMIT SHOP DRAWINGS TO THIS ENGINEER FOR REVIEW PRIOR TO FABRICATION. SIMPLE SPAN BEAMS 24F - V4 CANTILEVERED BEAMS 24F - V8 7. FRAMING HARDWARE SHALL BE SIMPSON "STRONG -TIE' CONNECTORS OR EQUAL. ALL SUBSTITUTES SHALL BEAR I.C.C. APPROVAL, UNLESS OTHERWISE INDICATED ON DRAWINGS. ALL FLUSH WOOD TO WOOD CONNECTORS SHALL BE MADE WITH "SIMPSON" METAL HANGERS AS FOLLOWS: 2X4,6,& 8 MEMBERS......... "U"SERIES 2 X 10, 12, 14, & 16 MEMBERS ....... HU" SERIES 4 X & LARGER. . ........... "HUTF' SERIES 8. NAILING SCHEDULE, TYPICAL UNLESS OTHERWISE NOTED ON DRAWINGS: CONNECTION COMMON NAILS 1. JOIST TO SILL OR GIRDER, TOENAIL 3-8d 2. BRIDGING TO JOIST, TOENAIL EACH END 2-8d 3. i"x6"SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d 4, WIDER THAN 1"x6" SUBFLOOR TO EACH JOIST, FACE NAIL 3-8d 5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d 6. SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL 16d @ 16' O.C. SOLE PLATE TO JOIST OR BLOCKING @ BRACED WALL PANEL 3-16d @ 16" O.C. BRACED WALL PANELS 7, TOP PLATE TO STUD, END NAIL 2-16d 8. STUD TO SOLE PLATE, TOENAIL 4-8d STUD TO SOLE PALTE, END NAIL 2-16d 9. DOUBLE STUDS, FACE NAIL 16d @ 24" O.C. IOL DOUBLE TOP PLATES, TYPICAL FACE NAIL 16d @ 16" O.C. DOUBLE TOP PLATES, LAP SPLICE 8-16d 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, 3-8d TOENAIL 12. RIM JOIST TO TOP PLATE, TOENAIL Bd @ 6" O.C, 13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2.16d 14. CONTINUOUS HEADER, TWO PIECES, 16" O.C. ALONG EDGE 16d 15. CEILING JOISTS TO PLATE, TOENAIL 3-8d 16. CONTINUOUS HEADER TO STUD, TOENAIL 4-8d 17. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d I & CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d 19. RAFTER TO PLATE, FACE NAIL 3.8d 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d 21. 1 "x8" SHEATHING TO EACH BEARING, FACE NAIL 3.8d 22. WIDER THAN 1"xB" SHEATHING TO EACH BEARING, FACE NAIL 3-8d 23. BUILT-UP CORNER STUDS 16d 24, BUILT-UP GIRDER AND BEAMS, FACE NAIL AT TOP AND 20d BOTTOM STAGGERED ON OPPOSITE SIDES BUILT-UP GIRDER AND BEAMS, FACE NAIL AT ENDS AND AT 2-20d EACH SPLICE 25. 2" PLANKS, AT EACH BEARING 16d 2& COLLAR TIE TO RAFTER, FACE NAIL 3-10d 27. JACK RAFTER TO HIP, TOENAIL 3-I0d JACK RAFTER TO HIP, FACE NAIL 2-16d 28. ROOF RAFTER TO 2-BY RIDGE BEAM, TOENAIL 2-16d ROOF RAFTER TO 2-BY RIDGE BEAM, FACE NAIL 2-16d 29. JOIST TO BAND JOIST, FACE NAIL 3-16d 30. LEDGER STRIP, FACE NAIL 3-16d 31. WOOD STRUCTURAL PANELS AND PARTICLEBOARD 1 /2" AND LESS 6d SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 19/32" TO 314' 8d OR 6d 71W TO I` 8d SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 3/4" AND LESS 6d TO FRAMING) 7/8" TO 1" 8d 1 1 /8" TO 1 114" 10d OR 8d 32. PANEL SIDING (TO FRAMING) 1 /2" OR LESS 6d 5/8" 8d 33. FIBERBOARD SHEATHING 1/2"NO.11 GAGE ROOFING NAIL 6d COMMON NAIL 25/32" NO.11 GAGE ROOFING NAIL 8d COMMON NAIL 34. INTERIOR PANELING 1 /4" 4d 3/8" 6d FRAMING LUMBER CONT. PLYWOOD WALL SHEATHING, ROOF, AND SUBFLOOR 3/8" PLYWOOD ............ . ..... 8d 1/2" PLYWOOD .................. 10d 1/2" PLYWOOD .................. 10d 5/8" PLYWOOD .................. 10d 3/4" PLYWOOD .................. 10d ADDITIONAL NAILING NOTES: A. ALL NAILS SHALL BE COMMON NAILS UNLESS OTHERWISE SPECIFIED ON DRAWINGS, B. PLYWOOD SHEATHING SHALL BE NAILED AS FOLLOWS UNLESS OTHERWISE NOTED ON DRAWINGS: BOUNDARY NAILING - 4" O.C. EDGE NAILING - 6" o.c. FIELD NAILING - 12" ox, C. ALL NAILS EXPOSED TO THE WEATHER SHALL BE GALVANIZED. 9. MISCELLANEOUS ITEMS, WHERE APPLICABLE: A. MUDSILLS: "WOLMANIZED" NO.2 D.F., S4S, OR BETTER. B. ROOF DECKING: SELECT DECKING -DRY, 2 X 6 T & G, V-GROOVE DOUGLAS FIR. C. FASCIA: NO, 1, EXPOSED HEMLOCK OR SPRUCE, SELECT FOR APPEARANCE, D. EXTERIOR TRIM: NO. 1, EXPOSED D.F., SELECT FOR APPEARANCE. 10. (MIN.) HEADER AND CEILING JOIST SCHEDULE FOR UPPER MOST FLOOR. MIN TO BE USED UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS TO INFORMATION. 11. ALL BOLTS THRU WOOD SHALL HAVE STANDARD WASHERS EXCEPT WHERE METAL SIDE PLATES ARE SPECIFIED. BOLT HOLES SHALL BE NOT MORE THAN 1/1 C LARGER THAN THE BOLT DIAMETER, UNLESS OTHERWISE NOTED. 12. SILL PLATES SHALL BE BOLTED TO FOUNDATIONS WITH 5/8" X 10" LONG ANCHOR BOLTS AT 6'-0" o.c., W/ 30xl /4" PLATE WASHERS, UNLESS OTHERWISE NOTED. 13. BRIDGING OF JOISTS OR RAFTERS: (MAX) PROVIDE BRIDGING AT IU-W o,c. FOR ROOF RAFTERS AND 8'-0" FOR FLOOR JOIST. PROVIDE 2X SOLID BLOCKING AT ALL BEARING LOCATIONS. (MIN. TWO BOLTS PER MEMBER 6" IN FROM ENDS) 14. ALL HOLDOWNS (HD) CONNECTION FROM ROOF MEMBERS TO WALL SHALL BE ON BOTH SIDES OF THE WOOD MEMBER. 15, DIAPHRAGM NAILING NOTE: WHERE 8d NAILS ARE SPACED 2-1 /2" o.c. OR IOd NAILS ARE SPACED 3" o.c. HAVING A MINIMUM PENETRATION OF 1-5/8" INTO THE SUPPORTING MEMBER, THE SUPPORTING MEMBER SHALL BE A 3 X MINIMUM AND THE NAILS SHALL BE STAGGERED. 16. ROOF DESIGN LOADS: THE LOADS GIVEN ARE MINIMUM DESIGN LOADS. PROVIDE ENGINEERS, FOR THEIR REVIEW, ANY MECHANICAL EQUIPMENT NOT SHOWN ON THESE DRAWINGS AND ANY SPRINKLER MAINS PROPOSED TO BE SUPPORTED BY THE ROOF STRUCTURE. FURNISH SIZES, WEIGHTS, AND LOCATIONS. SPECIAL INSPECTION SPECIAL INSPECTION BY A DEPUTY REGISTERED INSPECTOR APPROVED BY THE BUILDING DEPARTMENT SHALL BE PROVIDED FOR THE FOLLOWING: (UNLESS NOTED OTHERWISE.) SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING: ❑ NO SPECIAL INSPECTION REQUIRED ❑ 1. PLACEMENT OF ALL CONCRETE WITH fc OF GREATER THAN 2,500 PSI ❑ 2. BOLTS INSTALLED IN CONCRETE. PRIOR TO PLACEMENT OF CONCRETE AROUND BOLTS. ❑ 3. SPECIAL MOMENT -RESISTING CONCRETE FRAME. 4. REINFORCING STEEL AND PRESTRESSING STEEL TENDONS. ❑ 4.1 DURING ALL STRESSING AND GROUTING OF TENDONS IN PRESTRESSED CONCRETE. ❑ 4.2 DURING PLACING OF REINFORCING STEEL AND PRESTRESSING TENDONS FOR ALL CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION BY ITEM 1. 7,1 CONTINUOUS INSPECTIONS DURING WELDING OF ANY MEMBER OR CONNECTION EXCEPT: • WELDING DONE IN AN APPROVED FABRICATOR'S SHOP. CONTINUOUS INSPECTION IS NOT REQUIRED FOR: • SINGLE -PASS FILLET WELDS NOT EXCEEDING 5116' • FLOOR AND ROOF DECK WELDING • WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM OR COMPOSITE SYSTEMS. • WELDED SHEET STEEL FOR COLD -FORMED STEEL FRAMING MEMBERS -SUCH AS STUDS AND JOISTS • WELDING OF STAIRS AND RAILING SYSTEMS ❑ 5.2 SPECIAL MOMENT -RESISTING STEEL FRAME$. • NON-DESTRUCTIVE TESTING IS ALSO REQUIRED. ❑ 5.3 WELDING OF REINFORCING STEEL. [16. HIGH STRENGTH BOLTING 7. STRUCTURAL MASONRY ❑ 7.1 OTHER THAN FULLY GROUTED OPEN-END HOLLOW -UNIT MASONRY, DURING PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OF REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS, AND DURING ALL GROUTING OPERATIONS. ❑ 7.2 FOR FULLY GROUTED OPEN-END HOLLOW -UNIT MASONRY DURING PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, AT THE START OF LAYING UNITS, AFTER THE PLACEMENT OF REINFORCING STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERATION, AND DURING ALL GROUTING OPERATIONS. ❑ 8. DURING MIXING AND PLACING OF CLASS B REINFORCED GYPSUM CONCRETE. ❑ 9. DURING APPLICATION OF INSULATING CONCRETE FILL WHEN PART OF A STRUCTURAL SYSTEM. ❑ 10. SPRAY APPLIED FIRE PROOFING. ❑ IT. PILING, DRILLED PIERS AND CAISSONS. DURING DRIVING AND CONSTRUCTION OF CAST -IN -PLACE DRILLED, PILES OR CAISSONS. ❑ 12. SHOTCRETE. DURING THE TAKING OF TEST SPECIMINES AND PLACING OF ALL SHOTCRETE. SPECIAL GRADING, EXCAVATION AND FILLING. DURING EARTH -WORK EXCAVATIONS, GRADING AND ❑ 13. FILLING OPERATIONS INSPECTIONS ARE TO SATISFY REQUIREMENTS OF THE GRADING SECTION OF THE CODE. ❑ 14. SMOKE CONTROL SYSTEMS. SEE ARCHITECT FOR ADDITIONAL INFORMATION IF REQUIRED * REFER TO 20151.B.C. ADDITIONAL SPECIAL INSPECTION ITEMS SPECIFIC TO THIS JOB: ❑ A VERIFY THAT THE SOILS CONDITIONS ARE INSUBSTANTIAL CONFORMANCE WITH THE SOILS INVESTIGATION REPORT. ❑ B. VERIFY THAT THE FOOTING EXCAVATIONS EXTEND TO THE PROPER BEARING STRATUM. �❑ ALL EXPANSION ANCHOR INSTALLATIONS INCLUDING CLEANOUT AND TORQUE TEST. . ALL EPDXY ANCHOR SYSTEMS INCLUDING CLEANOUT AND INSTALLATION. ❑ E. PLACEMENT OF ANCHOR BOLTS FOR COLUMNS PRIOR TO PLACING CONCRETE. THE PERMIT APPLICATION SHALL RETAIN A RESPONSIBLE ENGINEER APPROVED BY THE BUILDING OFFICIAL TO ENSURE THAT: A ALL ELEMENTS OF CONSTRUCTION WHICH REQUIRE SPECIAL INSPECTION ARE INSPECTED BY QUALIFIED DEPUTY INSPECTORS APPROVED BY THE BUILDING OFFICIAL: AND ALL CODE DEFICIENCIES DETECTED AND DEVIATIONS FROM THE APPROVED PLANS ARE BROUGHT TO THE B ATTENTION OF THE CONTRACTOR FOR CORRECTION, AND IF NOT CORRECTED, REVISED DESIGNS TO OVERCOME THE DEFICIENCY SHALL BE PREPARED BY THE DESIGN ENGINEER OR ARCHITECT OF RECORD FOR APPROVAL BY THE BUILDING OFFICIAL: AND C ALL CORRECTIVE WORK REQUIRED IS COMPLETED IN ACCORDANCE WITH APPROVED PLANS, SPECIFICATIONS, AND CITY ADOPTED CODES. A FINAL INSPECTION REPORT, SIGNED BY THE SPECIAL INSPECTOR AND THE RESPONSIBLE ENGINEER, IS SUBMITTED TO THE BUILDING OFFICIAL UPON THE COMPLETION OF EACH ELEMENT REQUIRING SPECIAL INSPECTION. THE REPORT MUST CERTIFY THAT THE WORK WAS IN COMPLIANCE WITH APPROVED PLANS, SPECIFICATIONS AND APPLICABLE CITY CODES INCLUDING ANY AUTHORIZED CHANGES TO THE PLANS. A.B. ANCHOR BOLT ABV. ABOVE A/C. AIR CONDITIONING ALT. ALTERNATE @ AT BLK, BLOCK BLK'G BLOCKING B.M. BEAM B.N. BOUNDARY NAIL C CAMBER q CENTERLINE C.J. CEILING JOIST CONC, CONCRETE CONT. CONTINUOUS D OR d NAIL PENNY DBL. DOUBLE DF. DOUGLAS FIR DFPT DOUGLAS FIR PRESSURE TREATED 0 DIAMETER DO REPEAT FRAMING E.F. EACH FACE ELEV. ELEVATION EQ. EQUAL EQUIP. EQUIPMENT E.W. EACH WAY E.N. EDGE NAIL (E) EXISTING EXT. EXTERIOR FLR. FLOOR F.O.B FACE OF BEAM F.O.S. FACE OF STUD FTG. FOOTING F.G. FINISH GRADE F.V. FIELD VERIFY GA. GAUGE GALV. GALVANIZED GLB. GLUE LAMINATED BEAM HDR. HEADER HORIZ. HORIZONTAL INT. INTERIOR JST. JOIST MAX. MAXIMUM MECH. MECHANICAL MIN, MINIMUM N.T.S. NOT TO SCALE O.C. . ON CENTER OPNG. OPENING R.R. ROOF RAFTERS REINF. REINFORCING R.O. ROUGH OPENINGS SHGT. SHEATHING SQ. SQUARE STD. STANDARD SPECS. SPECIFICATIONS T&B TOP & BOTTOM T&G TONGUE & GROOVE TYP, TYPICAL U.N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL WD WOOD W/ WITH W.W.F. WELDED WIRE FABRIC RECEIVED CITY OF TUKWILA MAY 2 9 2019 6/9_J(// F//7/ PERMIT CENTER V W Z UQ _ Z V/ -7 LL U_j LU W ^�/ CQ 0 CO 00 - CL E00 FOo?4 O r , 00. C Q 9 ro O { N a rW V H REVISIONS FOR CITY SUBMITTAL 04/04119 Q PLAN CHECK 4IM019 - QCLIENTREVISIONS 2 0512212019 w E COm4PLI/ANCE JL O z L" Q ity of Tukwila DING DIVISION z 'LIB ll Pro1eel Mpnp9er. CR °pre: 6122119 scde: Peplxt Nmbe, IT 1903079 L SHEETNUMBER USER NAME: CNAD REYNCSO PLOTDAtERI— 5/RZ=195 PM O —_7 :7— - —�] � _ 7-e � as 1 I �" I ` �✓ I _ II I O $, F1 1.1E ❑ I 1 j - - - I II I TM II II Cal _• ° i I II � II I A GP A (I � II I W I N III i I A Q A w_— 9 w� 12 13 14 15 16 17 18 19 o IyL-- GO iro N N 0� co I9 L 8 6 OS TT � II ® ® I Z E b I I � I i ANDOVER PARK EAST 0 M "S". .� D �� Z c� cM o -n _ a m r II O z 9 A S .� = z C_ p n: G) o ' ; < � O O rrgecr: li Tenant Improvement For: Z A SHASTA BEVERAGES INC. R' �mAc° n v, aq�' ST FC'y�m ayo 3 IN GLYCOL ROOM AND MAIN BLDG. P �r 1227 Andover Park E FR a rim Hwy z Tukwila, WA 98188 A -1111—A DA. IGN Cnx CEPT. MAY SE USED. REPRODUCED OR DISCLOSED IN ANY FORM WHATSOEVER ITHOUT iNE WRITTEN PERMISSION OF PLUMP ENGINEERING, INC. - COPYRIGHT 1011 ® ALL RIGHTS RESERVED 7 2 3 4 AM Pine 20'-9" 29-9' 20'-0" 2'-9" 8'-0" b'-0" 8,11w8'-0" 70'-0" 12'-0" 6'-0" I PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL. Y Ty, ELECTRICAL, CIVILIS SURVEYING, ARCHRECTURAL +E) 4xl4 v I _ _ _ (E) 4 14 ( v U d { I v U d B $200 914 E. KATELLA AVENUE AAHEIM.J FOR 925 m m P j7N j 385.1835LIIA 4) 3858Q834 z z O www.peica.com v i Z v L 1�/J j I� r I O� �XO1�I17 iv 6 1 rT1 1 27 I I I =2 1GY70 I O /7 O I Ej 4x14 1 vV' vU 5301 4 �Tj� S3D1 vU a¢e (E) 14 vU I `� Z Z Z z I (N)12-2x4 Z NIBRAC 1/4 —7-7 I ( m m LO x z z ( z z OO z (3j — z — x z n N o i z .o v I I EF-2- MAX. WT=281 # 6 v ,n 4 F-1WT. VAN) MAX. 6 I 2-2x EF 3 $ MAX, WT=65# 6 v (N) 2- 4 w K EF-4 MAX. SEE WT=220# Iw z _ 1 —y z — S400 I c0 7I (N) 2-2x4 Stamp: (N)2-2x4� ( E) 4x14I 5400 5400 (Ej 4x14 5400 (E) 4 14 AA< WAS' N} L4x4 BRACC 1!d �G pF I I U p S200 34218 z, 1 I 0.l(19/20 5/22211L Y II W 7— PLAN 4 NORTH , PARTIAL ROOF FRAMING PLAN B Z w Z 2 3 20'-9" 20'-0" 20'-0' 4 5 I S301 12'-7' 15' 10" 3'-4' 2'4' 12'-0" 14'-8' I (N) AMMONIA AN W O 12 5300 I MAX: WT.: 3885# I I / I SEE g A > O W --� —4r8„ $200 d Wry i CD ONCRETE EPING4C-4"CONCRETE HOUSEKEEPING H 00 "N (E)PREFAB STAIRS PA PAco — — — — — — — — — — — —----- / 11111411111 O�Q ol (BYOTHERS) i jv1 3 O 3 2 V) U w — � (.L d' s4oD --- -- -- — —---------------- ---------- D > �, Jh C 5400 - CN N X 9 I = �sv+v Till FOR GUARDRAIL -- 16-0 1 I I DETAIL SEE 4 (E) 6" CONC. SLAB 5400 I q i I REVISIONS FOR CITY SUBMfTTAI 04/04/19 I� I I 5400 g,_T I 5400 ) IL PLAN CHECK 4/22/2019 I W 1❑ O 'co, BUFFER TAN[ a —--- - I I A Z Q J Z CLIENTREVISIONS 2 05l72Y2019 i I i I I S 00 06 4+ _ _ _ p .R nMMOrHr./G�tYCOI — II -- --_ 72 . 4 Q I I I S300 I I f•``L'i(j'c:' `i.-....:..: ODE j I— — — — — — — — — — — — — — — — — -----------— 5 CO OPLIANC RP,9.-. u- O — — — — — — — — — — — — — — — — — — - --I- - iiECFIVEi; 0 O O 1'UKWI J . u MAY 29 2019 d t City of Tukwila vIzsI0N PERMIT CENT Fiiul Q 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS (E) PREFAB W EL v,o7ecFMa„aBe.: CR PRIOR TO START OF WORK AND NOTIFY ENGINEER OF ANY STAIRS DO1c 5122119 DISCREPANCIES IMMEDIATELY. (BY OTHERS) F xok: 2. (E) - INDICATES EXISTING CONSTRUCTION. 3. (N) -INDICATES NEW CONSTRUCTION. 4. FORCONCRETEWALLINFILLSEE PLANSHEETNUMBE NORTH50�0 ll�-(1171 N rro7ecF N�mte� 1903079 R PARTIAL FLOOR PLAN A S 101 CONTRACTORS NOTES X i N H 8 (E) 4x PURLIN PER PLAN SIMPSON "H2,5A" @ ZV O.C. (E) 4x PURLIN PER PLAN AM Pina - 7' LG. MIN. (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 2x BLK'G W/ 'A35' @ 24" O.C. (E) 2xSOB-PURLIN PER PLAN__ PER PLAN �114SIDES PLAN P — _-24_-0'_IVARIES) ( 8.0. PLYWOOD ____ �>. >. >. ._ —_24_-0" (VARIES) B.O. PLYWOOD PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL. SURVEYING. ARCHITECTURAL iN SI PSON "H2.5A" Eo v o i — — — I — — — O.C. 914 E. KATELLA AVENUE 0 o I 4x BLK'G W/'HUS' E.N. E.N. ANAHEIM, CALIFORNIA 92805 HGR. EA. END 4 2-2x TOP PLATES 4 2-2x TOP PLATES P (714) 385-1835, F (714) 385-1834 www.paica.com °J 1 2x6 STUDS @ 16" O.C. 1 L— 2x6 STUDS @ 16" O.C. 1 (4" PLATE (E) OR (N) 4x PER PLAN W/ 1 PLYWOOD SHEATHING 1 PLYWOOD SHEATHING (4) 1IT'O A307 BOLTS 3x NAILER W/ 518"0 A.B. 3x NAILER W/ 5/8"0 A.B. W/ NUT & WASHER BRACE PER PLAN @ 24" O.C. (12" EMBED) BE PPLAN RACER @ 24, O.C. (12- EMBED) E.N. —_--------------- 20'-0" (MAX. HT.) TO. CMU WALL —_------ E.N. AX. HT T.O.CMUWALLL ii (2, #S CHORD BARS (2) #5 CHORD BARS BRACE TO BEAM 4 / o / Stamp: 3 3 IP,C1A.p WAS CGS 3., / y y A 1/4 3 SIDES - 1" LG. MIN. o o DOUBLE L6x6x1/4 j/ / S/MNAL A W/ (3) 5/8"0 A307 5/22719 ro BOLTS TO ANGLE & (6) 5/8''0 THR'D RODS 0 0 o W/SIMPSON'SET-XP' (tAPMO #265) Eo SPECIAL INSP. REQ'D j Q W EMBED) o o v / MJM W z %� Z ui BRACE TO WALL 3 VRT- WALLLRELS TO ENTF.H / / i Q (ALT. BENDS IN / 0 FOOTING) 8" CMMUU WALL / < #4 DOWEL 16" O.C. / SEE W/SIMPSON'SET-XP' EPDXY (ICC #2508) ' 5307 (�L O INSP. REQ'D. / // / W SPECIAL (6" EMBED,) / / / (E) CONC. SLAB 6° (Ej CONC. SLAB /�� 00 PER PLAN / PER PLAN LJ� C3 co u a- t' pa a d' C C\ Q It dn_ / Q t�/] zo (3) #5 CONT. T.&B. G�— Q •�� _ <. U N SG o N D I- 1— REVISIONS CLR. SEE PLAN / / FOR CITY SUBMITTAL l / ' / � / ¢ � / / / 04104/19 CMU WALL @ FOOTING 2 CHECK 0 PLAN22019 4/2212019 CLIENT REVISIONS 05/2212019 EQ. EQ. DOWELS TO MATCH o ,✓ J VERT. WALL REINF. (ALT. BENDS IN FOOTING) #4DOWEL@ 16"O.C. 8" CMU WALL SEE — W/SIMPSON'SET-XP' 1 EPDXY (]CC #2508) )DE C016PUANCE SPECIAL INSP. REQ'D. (6" EMBED.) / 1 1 1 1 Q / -R I;: (E) CONIC. SLAB ���jjj PER PLAN (E) CONC. SLAB / PER PLAN I I �a .. _ I I ( Cn Z L- FEa 07 2020 9" e 9a a 4 d a d r , �DING DIVISION _ I� UJI wo7ea ma�oRac CR . (3) #5 CONT. T.&B, 7. CONTRACTOR TO VERIFY AlL DIMENSIONS AND CONDITIONS 1 1 1 .. RpE�CFIVEn PRIOR TO START OF WORK AND NOTIFY ENGINEER OF ANY $";' `eb; �a V VF TUhwILA Dale: � O TIII.I=III— DISCREPANCIES IMMEDIATELY. 2. (E) -INDICATES EXISTING CONSTRUCTION. 'L °� I=1 ITT I= ---=='--- — =11=l ---_r_—__. I ? H - — MAY29 2019 6/22119 t H save: project Nvrobec 1903079 CLR. SEE PLAN 3. (N) - INDICATES NEW CONSTRUCTION. P PERMIT CENTER SHEET NUMBER CMU WALL @ FOOTING 1 NOTES X SECTION B SECTIO-N-7 A 200 SIMPSON'SET-XP' EPDXY {ICC #2508) (N) FOOTING REBAR SPEC. INSP. REQ'D. TOP & BOTTOM d . d ,:Q G. 1'-0" 65d LAP (E) FOOTING IN) FOOTING SEE SECTION - RIGHT O <3 0 O= �_ 4"MIN MAX.E\L t 3" MIN. A. MIN. PIPE TRENCHES PARALLEL TO FOOTING NOT PERMITTED BELOW THIS LINE amZ -in I LEEVE 0 LEEVE 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 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 T' WHICHEVER IS GREATER PLASTIC STRIP OR SAWCUT SLAB SHOULD BE SAWED AS SOON AS POSSIBLE AFTER POURING. d e a o r d 5/8" SMOOTH ROD @ 24o.c. X 2'-0" LONG -TYPICAL UNLESS OTHERWISE NOTED. LOCATE DOWELS AT CENTERLINE OF SLAB AND PERPENDICULAR TO JOINT - CONTROL JOINT 1 /4" RADIUS TOOLED EDGE TAPE OR COAT ONE END / OF ROD TO PREVENT / BONDING OF CONCRETE. 3/8" EXPANSION JOINT MATERIAL CONTRACTION JOINT (N) FTG. TO (E) FTG. 12 1 PIPE CLEARANCE DIAGRAMS I 9 CONSTRUCTION JOINT I b I CONCRETE JOINTS I 3 NEW OPENING IN EXISTING WALL. REFER TO ARCH DWS. FOR DIMS. CORE 470 HOLE BEFORE HAND CHIP TO SAWCUTTING OPENING. FORM NEAT TYp- CORNER IF REQ'D 7' CUTTING N LIMIT OF SAW CUT OVER CUTTING NOT BLADE PERMITTED _ HANDCHIPTO —� EXIST - FORM NEAT FRAMED CORNER IF REQ'D WALL ELEVATION SECTION "D" REINFG. SAME SIZE AS FIG. FACE OF WALL OR EMBEDMENT LENGTH CONCRETE ]�=AHOR BOLT OR STANDARD NUT & STANDARD HEADED WASHER -TYPICAL BOLT UNLESS OTHERWISE NOTED EMBEDMENT LENGTH BOLT SIZE (TYPICAL U.N.O.) CONCRETE LEDGER/SILL MASONRY LEDGER/SILL m STEEL COLUMN BASE PLATE WOOD SILL PLATE NOTE: EMBEDMENT LENGTHS ARE FOR 7/8" O BOLTS OR SMALLER. SEE PLAN FOR EMBEDMENT LENGTHS FOR LARGER BOLTS. SHEET POURED -IN -PLACE CONCRETE ° a " WALLS, FOOTINGS, OR HORIZONTAL MASONRY WALLS. - REINFORCING do 4 Fl VERTICAL REINFORCING WHERE APPLICABLE 4 ° anG G 2-#5 END BARS TYPICAL U.O.N. b o 35 BAR DIAM. 3S BAR DIAM, 3" 35 B 2'-0' MIN. 2'-0"MIN, 2'- 35 BAR DIAM. Z-9'MIN. PLAN VIEW - DOUBLE CURTAIN POURED -IN -PLACE CONCRETE WALLS, FOOTINGS, OR MASONRY WALLS. Y a: ' --VERTICAL REINFORCING WHERE APPLICABLE —HORIZONTAL REINFORCING —I-#5 VERTICAL Kd 2-#5 END BARS TYP. LIDA ' " TYPICAL U.O.N. A. a 4 4. DIAM' ALTERNATE 35 BAR DIAM. 3" AIN. BENDS 7-9'MIN. PLAN VIEW - SINGLE CURTAIN SAW CUT DETAIL 11 ( BOLT EMBEDMENT LENGTHS 8 REINFORCING AT WALL AND FOOTING CORNERS i 2 CONC. STEM WALL 'VL BEND BARS IN FIG. :lp NOT LESS T IAN "I r � I Y - 3" dLR. BOTTOM 65 BAR OF FTG. 0 ,L, 25"MIN. TYPICAL NOTE; NO PIPES ALLOWED IN STEP FOOTING. AT C.I.P. CONCRETE STEM WALL TYPICAL STEPPED F C CONCRETE SURFACE RAR SCHFF)l If F WITHOUT F WITH STANDARD HOOK „Z, x HOOK o0 mw wJ BAR SIZE EMBEDMENT STRAIGHT SPLICE LENGTH HOOK SPLICE LENGTH WITHOUT HOOK WITH HOOK #3 1'-9" 7" 2'-1" 7-D" #4 2'-3" F-0" 2'-9" 2,-0" #5 3'-S„ 2',G' #6 3'-2" 1'-b" 4'4' 2'-3" #7 4'-S, 11_91, 5-411 2,_7„ #8 4'-11" 2'-0" 6'-6" #9 5'-4" 2.-3" 7'-4„ 3'-4,' # 10 V-10" 2'-7" &-3" 3'-8" 1. THE ABOVE LENGTHS ARE BASED ON CAST - IN -PLACE AND PRECAST CONCRETE 2500 PSI -o OR GREATER AND 60000 PSI REINFORCING AND 1.5INCH CLEARANCE. 2. ALL REINFORCING STEEL LAPS OR SPLICES = SHALL BE AS INDICATED ON PLAN, WHERE U [? LAP OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED LAPS OR SPUCES SHALL BE STAGGERED AT LEAST 2-0' o.c. 3. AT WELDED DEFORMED WIRE FABRIC, LAP -SPLICE 35d b AS SHOWN BELOW: SPLICE T MIN.OF LENGTH MIN 1 /5 TIMES THE SPLICE LENGTH �— OR 6" MAX, MIN. LAP PER TABLE I FLIP ALTERNATING —7 MATS DETAILING HOOK DETAILING DIMENSION A or G DIMENSION 6dbFOR #3, #4, #5 - -_-__3 12dbFOR #b, #7, #8 J D� b b Aor G 4db>21t7' 4db#9_1 12db -i D Sdb#9-11 L9 p Aor G 6d b # 14-18 180'HOOK 90'HOOK < d 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" 8" #5 3 3/4 T. 5" l0' #6 41/2 8" 6" V-a, #7 51/4 TO, T' 1'-2" #8 6 I'll8" I'll #9 91/2 1'-3" 113/4" 1'-7` #10 103/4 1'-5' 1'-1114, 1'-10, # 11 12 1'-7' 1'-2 314' T-al # 14 18 1 /4 2`-3" V-9 314' 2'1" #18 24 3'-0" 2'-41/7' 3'-5" Gi _ b ao - D 1 =;r 90° HOOK 135° HOOK STIRRUP AND TIE HOOKS, ALL GRADES BAR SIZE D, IN. 90° HOOKS 135° HOOKS Aor G Aor G H, APPROX. #3 1 1/2 4" S' 3 1/2, #4 2 41/2" 61/7' 41/2" #5 2 1/2 6" 8" 5 1/2" #6 41/2 11-0" IV, 61/7' #7 51/4 1'-7' 1'-01/7 731N' #8 6 114, 1'-2 1 /T 9" db = NOMINAL DIAMETER OF BAR OR WIRE (INCHES) BAR EMBEDMENT LENGTHS, SPLICE LENGTHS, A RECEIVED CITY OF TUKWILA MAY 2 9 2019 PERMIT CENTER 5122/19 h. V # co Z t �• \ Z � Z ui = 0 w 0 LLI 00 o �' - 0- _ E 00¢ V) u _0 2 - <� a N E— REVISIONS FOR CITY SUBMITTAL 04/04/19 - PLAN CHECK 1 4/22/2019 REVISIONS QCLIENT 2 0512V2019 N J H w VI_L'JVL_111r ME confi'-LIANCE APP ' _ J U City of Tukwila if DING PIVIGI& E-- N 1903079 H SHEET NUMBER S300 BOUNDARY STAGGER JOINT NAILING (B.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. lll,lllllii�',,. � I'MNil 91 0 I��nlll�llln� 1 EDGE NAILING (E.N.) PLAN MIN. PLYWOOD SHEET IS • ALTERNATE: OSB 2'x4' r- 3/8"MIN. EDGE DISTANCE FOR NAILS LONG DIM. OF PLYWD. TO RUN PER- PENDICULAR TO JOIST PLYWOOD SHTG. BEARING WALL (((���ST'D. 90° BEND IF STRAIGHT TYP. / EMBEDMENT NOT POSSIBLE WALL / — REBAR CONTROL JOINT (WHERE OCCURS) W/ ALTERNATING KEY. #3 HAIRPIN TIES @ � I 16,O.C. u (2) #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 2'-0" MIN. PLACEMENT SEE TYP. CONCRETE ELEVATION BLOCK DETAILS METAL JAMB CASING SECTION NOT USED ( 12 NOT USED 9 PLYWOOD LAYOUT 6 1 CMU LINTEL DETAIL I 3 1 E WCMU WALL 0" SEE , - / e A/ #5 DOWEL @8"O.C. W/ SIMPSOWSET-XP' EPDXY (ICC #25081 SPECIAUNSP. REQ'D. / ! g o (17' EMBED.) (E) CONC. SLAB PER PLAN I_ ° a I_I a (EJ FTG. SEE PLAN NOT USED 8 CMU WALL TO E FOOTING 5 (N) CMU (E) CMU 40d LAP BED 1 6" E@PEMBR'.ED}}II (N)WALL REBAR TO MATCH WALL REINFORCING W/ SIMPSON'SET-XP' EPDXY (IAPMO #265) SPECIAL INSP. REQ'D. NOT USED 10 5122/19 V 40'-0" MAX. O.C. FOR ALL WALLS _J EXCEPT WHERE NOTED OTHERWISE co _ ON ARCH. DETUS. OR ELEVATIONS. Z FLANGED NEOPRENE 115 BAR VERT. EACH SIDE CONTROL JOINT OF JOINT & DOWELED INTO FTG, CONCRETE BLOCK u WALL POLYSULFIDE CAULKING W/ Z URETHANE FOAM BACKING ALL HORIZ. WALL REBAR & W - - (EACH FACE). CAULKING COLOR SHALL MATCH MORTAR ADDED REBAR SHOWN ON SECT'$. OR STRUCT. WALL ELEVATIONS BEING USED FOR ADJACENT SHALL BE CONTINUOUS THRU WALL CONTROL JOINT. STACKED CONTROL JOINT NOTE: ry FROM TOP OF FOOTING TO TOP OF WALL FOR CONTROL JOINTS IN HEAD SECTION OVER OP'NGS. ui O (TYP) INSTALL DIVISION STRIPS IN 8" SECTIONS WITH ALTERNATRECEIVED LLJ KEY EACH SIDE OF JWY OF TUKWILA W L ry LL 0 o m MAY 2 9 2019 JCL ��0171 < O > Q PERMIT CENTER 0 CMU CONTROL JOINT 2 � � � Q 4 _� 4 4 c U O T N Z. 2'-0"MIN. ADD #5 VERT. i'-6"MIN. m 0 0) ..I� ♦ /1 � iN 5 _. —/'. .p 'p REVISIONS / og a ,� o,• i '/ TI ) - o �e.� FOR CITY SUBMITTAL 04104/19 ADCYL. #5BAR Q PLAN CHECK - VERT 4122/2019 / OPEN END BLOCKS / A CLIENT REVISIONS - N' THROUGHOUT DOWELS TO g MATCH HORIZ. NOTES: REINF. OR CMU WAIL l 1. PLACE VERT. REBAR @ CL OF WALL U.N.O. F 2. FOR WALL REINF. SEE SCHED. CORNER INTERSECTION INTERSECTION @ CONCRETE VERT. REBAR GROUT ALL CELLS 2 STD. BOND BM. "WALL BRAC", if BLOCKS @ 4" OR EQUAL BRACKET HIGH UNITS ONLY AT 160d MAX. (2) 45 BARS VERT. FOR POSITIONING �/ j HORIZ. WALL REBAR VERT. REBAR. IRE=. AT JAMBS OR END OF WALL / PROVIDE CLEANOUT ONLY) @BOTTOM COURSE JAMB OR WALL END BOND BEAM BLOCK (@ ALL HORIZ. REBAR) SCHEDULED REINF. SHALL APPLY IN ALL CASES UNLESS NOTED OTHERWISE ON SPFCIFI(' I')FTAILS OR SFCTIONS. TYPICAL WALL REINFORCING SCHEDULE TYPE WALL THICKNESS VERT. REINF. HORIZ. REINF. REMARKS STD. 8" #5 @ 16' O.C. #4 @ 24" O.C. I SPECIAL INSPECTION REQ'D (STD. PSI) HUKILONIAL REBAR SHALL TERMINATE W1 ASTANDARD HUUK WHICH ENuRCLES THE VEKIIC:AL KEBAK OR W/ AN EXTENSION OF PROPER EMBEDMENT LENGTH BEYOND THE REBAR AT THE END OF THE WALL SECTION. 4 CMU REINFORCING DETAIL 1 05/22/2019 to Q OO;v"1PLIAN' CE —1 i"4� 9if•= < 2020 I�— U _ of Tukw' rY NIG DIVISION Ma 0o , OR 5/22/19 N Number 1903079 N SHEETNUMBER S301 Oat tea` W CONC, INFILL TO MATCH (E) WALL THICKNESS 65d - W/ #3 VERT. @ 24" O.C. LAP Alh & #3 HORIZ. @ t 24" O.C. Pinc a a a #3 @ 24" O.C. EA. WAY d;'SET-XP' (4 SIDES) W/ SIMPSON EPDXY 8" T' - a.� 9 _ °d ' a ([CC 92508) 7 7/1 SPECIAL INSP. REQ'D. CMU WALL PER PLUMP ENGINEERING INC. CONSULTING ENGINEERS ' .ry (4° EMBED) 5301 STRUCTURAL MECHANICAL, PLUMBING, o.. ° ELECTRICAL, CNILSURVEYING. ° ed d ° . ° CONC. PAD ARCHITECTURAL ° 314" CHAMFER PER PLAN 914 E. KATELLA AVENUE cN 0 /-- BASE PLATE PER MFGR WI " ° "a ° ° LAB LAB92805 (E) CONC, S (E) CONC. S CALIFORNIA o (1) 7/8"0 THIRD RODS & SIMPSON'SET-3G' EPDXY 5/8"PLATE W/ 9" & <e q g PER PLAN PER PLAN _ P (714) 385.1835, F (714) 385-1834 714) 38 -1 35, 85-18 www.peicacom w ([CC 57) (2) 1/2"0 AT93 GR. B8 (304/316SS) THR'D ROD & SIMPSON ° (E) OPENING TO d. SPECIAL INS SPECIAL INSP. REQ'D 'SET-3G' d e (4'EMBED) EPDXY BE INFILLED.: 4 (ICC #4057) q SECTION aA A" _ o SPECIAL INSP. REQ'D ° _ n' — - — (33/4"EMBED) c . d 6 ';.. II TANK LEG PER MFGR SECTION "A -A" (N) LOUVER PER MECH'L e4•—) I I I I (E) CONC. SLAB PER PLAN q. s, A A n d 2 FOOTING SEE "c 5200 L Stamp: W/DMPSON SET-XOP� -III— EPDXY (ICC #2508) SPECIAL INSP. REQ'D. p,R Cl A. p WASy hL�A 2 (4" EMBED �G�pi M '. p �� �0 9 34218ols �FSS DNA LT E ENS\�ew. as7+also TANK ANCHORAGE 7 CONCRETE WALL INFILL 2 HOUSEKEEPING PAD 1 -- 3140 THIRD. RODS 1/4" BASE PLATE W/ - @ 24" O.C. W/ SIMPSON (2) 1/2'0 SIMPSON 5/22/19 'SET-XP' EPDXY 3 SIDES 'STRONG -BOLT 2' y < ([CC #2508) 3/16 (ICC #3037) 2 e SPECIAL INSP.REQ'D. SPECIAL INSP.REQD. j g (41/2"EMBED) ` (31/4"EMBED) C3 OV o o F o (E) CONC. WALL 3 O e. d. J MECH'L UNIT d, °d = CAP BOLT HSS PER PLAN ACCESS HOLE IDT co e .s °- 2„ FACTORY ROOF CURB q �° q. SECTION "8-B" SECTION "A -A" SEE MECH DWG'S q A:° '.: A ..--' "A" B.N. FOR ADDITIONAL INFORMATION �� SEE MECH'L. DRAWINGS ° _. � � d � _ (E)PLYWOOD -Iminit={�,°. -, F-L:- E)) ROOF - CONC. SLAB "+ LEDGER - - - - - - - - - - - - - - - — BLDG. WALL 1/4" CAP R 20`-0"t z ,: d (EJ io I I I I I Z CAN'T STRIP ° I•I I.I •I I ( I W �• MIN. (8) 114'0 LG.'SDS' SCREWS I I B I I B LARR #25281 (2 PER SIDE) ., °. ' (E} FOOTING I 'I BEAM PER PLAN I I BEAM PER PLAN I DUCT----- --__ -_--- - --- - - - - - - - - - - - - - - - - - --------------------- ----------------- 'f I I I I II----------------------- -----II------------------ ---------------------- -----------------II }�' 2-2x PER PLAN ° ''...q ' . ad LLJ NOTE: 1. VERIFY WEIGHT & SIZE W/ EQUIPMENT MANUFACTURER. a ( I 8 ( ( L3x3xl/4,TYP. B• ( I I I I /�'� i 7 W 8 B B 8 �../ 00 •�1 a I•) 114 TYP. 8 I•I B C) CD • . . f III i I: i j 6,-0„ 1 1 12'-0„ I i CL 00 (/J�) Q I I ( 3'-0" 1'-70" 1'-10" 3'-0" 2'-0" 3'-4" 1'-10" N �../ d Q (� a 3 UNIT ANCHORAGE DETAIL 6 GUARDRAIL SECTION 4 Q }— <C I,I I I I•I I I I.I E I I N H II II II ra) \✓ REVISIONS (N) LOUVER I I I I I I " PER MECH'L I I I I FOR CITY SUBMITTAL 10" 10" 31-0 I I I I I I 0410dtt9 - CONC. 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REQ'D 'EMBED) °i I I M PER MECH'L PER CENTER U = GENERAL NOTES: (4_ CityofTulwilaLG (E) FOOTING I I I I I I DIVISION 1, AIL CONNECTIONS TO BE WELDED ALL M AROUND & GRIND SMOOTH. 2. SHOP PRIMEALLSTER. 3. PRIME ALL FIELD WELDING. I ( J I I I I I I I I N PmjecT Manager. CR 4. FIELD PAINT ALL STEEL WI(2) TWO COATS OF ENAMEL TO MATCH ADJ. r . .d I I I I ( J 2 D°Ia' 5122/19 EX6TING GUARD RAIL COLOR. I ( I ( I T= Scale: Protect Number. 7903079 A A A A A Ln A SHEET NUMBER CONC. STAIR PER PLAN 1 GUARDRAIL DETAIL 5 STAIR SECTION 3 OPENING ELEVATION A S400 FIXTURE SCHEDULES WASTE AND WATER FIXTURE UNITS WASTE CW HW FIXTURE TAG QTY VENT DESCRIPTION DFU/ TOTAL WSFU/ TOTAL WSFU/ TOTAL SIZE EACH DFU SIZE SIZE EACH WSFU SIZE EACH WSFU EMERGENCY SHOWER WITH EMERGENCY SHOWER EW-1 2 - - - - 1/2" 2.0 40 _ _ _ EYEWASH STATION. TOTAL 2 0.0 4.00 0.0 COLD WATER PEAK HOT WATER PEAK NOTE: FIXTURES MAY BE SUBSTITUTED BY AN EQUIVALENT FIXTURE. ALL HOUR DEMAND HOUR DEMAND SUBSTITUTIONS SHALL BE SUBMITTED FOR APPROVAL. 4 GPM 0 GPM LEGEND SYMBOL ABBREV DESCRIPTION S/W SANITARY SEWER/WASTE D D DRAIN (INDIRECT) V VENT SANITARY CW COLD WATER HW HOT WATER HWR HOT WATER RETURN CD CD CONDENSATE DRAIN 105' TW TEMPERED WATER (105°F) G G NATURAL GAS (8" WC) TP TPCW TRAP PRIMER COLD WATER ECW ECW EXISTING COLD WATER EG EG EXISTING GAS EHW EHW EXISTING HOT WATER SUPPLY EHWR EHWR EXISTING HOT WATER RETURN ED ED EXISTING DRAIN (INDIRECT) ES EXISTING SANITARY SEWER EV EXISTING SANITARY SEWER VENT GC GAS COCK SOV SHUT OFF VALVE THV THROTTLING VALVE I� CV CHECK VALVE PRV PRESSURE REDUCING VALVE pO YTm RV RELIEF VALVE f PG PRESSURE GAGE & GAGE COCK t HB HOSE BIBB SV SOLENOID VALVE RISE/DROP IN PIPE WATER HAMMER ARRESTOR WHA W/ACCESS PANEL ® ED FLOOR DRAIN Q ® RD/OD ROOF DRAIN/OVERFLOW DRAIN ® ® FS FLOOR SINK FULL, 1/2 & 3/4 GRATE 11- CO/WCO CLEANOUT/WALLCLEANOUT (p---- FCO/COTG FLOOR CLEANOUT/ CLEANOUT TO GRADE ® POC POINT OF CONNECTION VTR VENT THRU ROOF 0 DIAMETER CODES 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL FUEL GAS CODE 2018 INTERNATIONAL PLUMBING CODE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES WHETHER INDICATED HEREIN OR NOT. PLUMBING GENERAL NOTES: 1. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK, PRIOR TO SUBMITTING BID, VISIT THE JOB SITE TO OBSERVE THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND PLANS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. PLUMBING DRAWINGS AND LAYOUTS ARE DIAGRAMMATIC TO SHOW DESIGN INTENT AND FINISHED CONDITIONS. CONTRACTOR SHALL COORDINATE PIPING WITH EXISTING CONDITIONS. IF FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM THOSE SHOWN ON THE DRAWINGS AND EFFECT PLUMBING WORK, INFORM ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH THAT AREA. 3. PRIOR TO BIDDING, CONTRACTOR TO VISIT SITE AND VERIFY FIELD CONDITIONS, DIMENSIONS, SPACING AND ROUTING OF ALL PLUMBING PIPING. ANY DISCREPANCIES WITH FIELD CONDITIONS AND THESE DOCUMENTS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR IMMEDIATE RESOLUTION. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES FOR CLEARANCES PRIOR TO THE START OF WORK. 4, CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES CONNECTION REQUIREMENTS PRIOR TO START OF WORK. 5. SEE ARCHITECTURAL DRAWINGS FOR SCOPE AND EXACT PLUMBING FIXTURE LOCATIONS AND QUANTITIES, 6. ALL WATER PIPING LOCATED ABOVE CEILING, REQUIRING TEMPORARY OR PERMANENT CAPPED CONNECTIONS SHALL BE PROVIDED WITH LINE -SIZE SHUT-OFF VALVES. 7, ALL CLEANOUTS SHALL BE ACCESSIBLE AND INSTALLED PER CPC SECTION 719.0, IN ADDITION, PROVIDE CLEANOUTS AT EACH LAV./SINK. 8. PROVIDE ACCESS PANELS IN WALLS FOR SHUT-OFF VALVES, TRAP PRIMERS AND WATER HAMMER ARRESTERS. CONTRACTOR IS ADVISED THAT ITEMS REQUIRING ACCESS SHALL NOT BE LOCATED ABOVE THE AREAS OF GYPSUM BOARD CEILING WITHOUT CONSENT OF ARCHITECT. COORDINATE ACCESS PANEL LOCATIONS WITH ARCHITECTURAL DRAWINGS. 9. HANDICAPPED PLUMBING FIXTURES SHALL BE MOUNTED AT REQUIRED HEIGHTS AND WITH ALL RELATED ACCESSORIES AS REQUIRED BY THE STATE OF CALIFORNIA, AND AMERICANS WITH DISABILITIES ACT (ADA). 10. PROVIDE AND INSTALL CHROME PLATED ANGLE STOPS AT ALL FIXTURES. 11. COORDINATE ELECTRICAL CHARACTERISTICS OF EQUIPMENT WITH ELECTRICAL SCOPE OF WORK PRIOR TO ORDERING EQUIPMENT. 12. CONTRACTOR SHALL PROVIDE COMPLETE AS -BUILT DRAWINGS AT THE COMPLETION OF PROJECT FOR REVIEW BY ARCHITECT/ENGINEER. 13. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS/APPROVALS REQUIRED TO COMPLETE WORK. 14. CONTRACTOR SHALL CONTACT PLUMBING INSPECTOR FOR REVIEW OF DRAWINGS PRIOR TO START OF ANY WORK. 15. CONTRACTOR SHALL PROVIDE A COMPLETE PLUMBING SUBMITTAL FOR ALL PIPING, EQUIPMENT, VALVES, ETC. TO ARCHITECT/ENGINEER FOR REVIEW AND PRIOR TO INSTALLATION OF WORK. 16. DURING CONSTRUCTION, PROVIDE MECHANICAL PLUGS IN OPEN DRAINS TO PREVENT DAMAGE. ALL WATER PIPING LOCATED ABOVE CEILING, REQUIRING TEMPORARY OR PERMANENT CAPPED CONNECTIONS SHALL BE PROVIDED WITH LINE -SIZE SHUT-OFF VALVES. 17. WATER CONSERVATION FOR PLUMBING FIXTURES SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA: a. LAVATORIES IN PUBLIC RESTROOMS SHALL HAVE HOT WATER CONTROLS THAT COMPLY WITH THE FOLLOWING REQUIREMENTS: (I)MAXIMUM FLOW RATE: 0.5 GALLONS PER MINUTE (GPM). (2)MAXIMUM OUTLET TEMPERATURE: 110 DEGREES F. 18. ALL LAVATORY FAUCETS SHALL BE PROVIDED WITH CODE -APPROVED FLOW RESTRICTORS. 19. WATER PIPING ABOVE SLAB SHALL BE TYPE "L" COPPER. HOT WATER PIPING SHALL BE INSULATED. PIPES SMALLER THAN 2" SHALL HAVE AN INSULATION THICKNESS NOT LESS THAN PIPE DIAMETER. PIPES 2" AND LARGER SHALL HAVE NOT LESS THAN 2" THICK INSULATION. 20. PROVIDE LINE SIZE SHUT OFF VALVE ON ALL BRANCHES SERVING MORE THAN TWO PIECES OF EQUIPMENT. PROVIDE ACCESS DOOR (COORDINATED WITH ARCHITECT) WHEN LOCATION FALLS ABOVE A HARD CEILING. 21. ALL HOT WATER PIPING TO BE INSULATED PER C.P.C. CHAPTER 609.11.2. 22. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ISOLATING VALVES ON WATER SUPPLY LINES, 23 ALL REQUIRED CLEANOUTS SHALL BE INSTALL AS PER SECTIONS 707.0 AND 719.0 OF THE PLUMBING CODE. 23, SLOPE FOR DRAINAGE AND BUILDING SEWER SHALL BE 27.. 24. EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX (6) INCHES IN HEIGHT ABOVE THE FLOOD LEVEL RIM OF THE FIXTURE BEFORE BEING CONNECTED TO ANY OTHER VENT. 25. FLAT VENTS (i.e. HORIZONTAL VENTS BELLOW THE FLOOD RIM OF THE FIXTURE) SHALL NOT BE ALLOWED FOR PLUMBING FIXTURES THAT ARE WITHIN TRAP ARM DISTANCE OF THE WALLS. 26. NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN SECTION 609.9 OF THE PLUMBING CODE. 27. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 28. THE FORCE REQUIRED TO ACTIVATE FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN 5 LBF. 29. THE PLUMBING CONTRACTOR SHALL CONFORM WITH THE PLUMBING CODE FOR TESTING OF DRAIN, nECIFNED CITY OF INl;MI-A JAN 14 2020 PERMIT G TE D AN APPRO�/017 APPROVAL­ttrlcm Ill FBI= � a PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL. PLUMBING. ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL u 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 0 P (714) 385-1835, F (714) 385-1834 0 www.peica,cam S 1/13120 t �• V � s 0 co Z V Z Q W / t�L Q W >au - W 5/ 00 O co- - E > Q - >Q�U7 p y �y C U h Y CN 1� /) r REVISIONS 0 - - 1- uj W _ _ FOR CITY SUBMITTAL 04/04/19 PLAN CHECK 1 4/22/2019 CLIENT REVISIONS 2 05/22/2019 CLIENT REVISIONS 3 06/07/2019 CLIENT REVISIONS 4 06/2512019 CLIENT REVISIONS 1211312019 AUDITCOMPLIANCE 6 12/20/2019 N U w n V) Lu Z w (� V 45 N.J.0 Manager. CR °ate 1/13/20 Protect Number: 1903078 1- SHEET NUMBER oploo 3 CONSTRUCTION KEYNOTES 1Q 3" PIPE LINE Q2 3'-6" x 4" RECTANGULAR TRENCH DRAIN Q3 6" x 18' RECTANGULAR TRENCH DRAIN ® PIPE LINE GOES UNDER THE TRENCH Q5 CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING DRAIN LINE LOCATION, DIRECTION, AND INVERT LEVEL PRIOR INSTALLATION. �- 6 © P.O.C. NEW 1 /2" CW TO EXISTING 2" COLD WATER LINE ABOVE CEILING. CONTRACTOR TO VERIFY EXACT LOCATION PRIOR TO INSTALLATION OF ANY PIPING. CONSTRUCTION NOTES 1. PROVIDE EACH FLOOR DRAIN WITH SQUEEZE -IN DRAIN STOP, ONLY TO BE REMOVED FOR CLEANING WATER OFF FLOOR. 2. PIPES PENETRATING THE MACHINERY ROOM SEPARATION SHALL BE SEALED TO THE WALLS, CEILING, OR FLOOR THROUGH WHICH THEY PASS. SEE SEE DETAIL 2 ON SHEET P101. L.—Z-------- J 1 K SConirol's �, COMP COMP COMP — ---gi ----------------- Cl L lL-------- J Lk-------J NOTE: WHERE PIPING IS EXPOSED AT FINISHED WALLS, FLUSH MOUNT SLEEVE AND PROVIDE ESCUTCHEON PLATE. . SCH 40 PVC OR GALV STEEL SLEEVE SECURE TO PARTITION CAULK AND SEAL ANNULAR SPACE BETWEEN PIPE AND SLEEVE PIPE W/OR W/OUT INSULATION INTERIOR CAULK AND SEAL ANNULAR SPACE BETWEEN PIPE AND SLEEVE 1_ ESCUTCHEON PLATE -" WHERE EXPOSED —"'� INSULATION AND JACKET NOTES: 1. TYP FOR NON -INSULATED PIPE PIPE 2. TYP FOR MASONRY OR CONCRETE WALL EXTERIOR INTERIOR EXTERIOR PIPE PENETRATION DETAIL lei K1/2 ES-1 1 I ------------I-- AMMONIA/GLYCOL CHILLER ?IYCOL BUFFER TANK w m V0�z (E) 2" CW-� I FLATHEAD SCREWS SCH 40 PVC OR GALV STEEL SLEEVE SECURE TO PARTITION ESCUTCHEON PLATE was m Meter CITY OF "i EUMMA JAN 14 2020 PERMIT CENTER C iY c PLUMP ENGINEERING INC. & CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL. SURVEYING. ARCHITECTURAL c 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 Ic P (714) 385-1835, F (714) 385-1834 c. www.peica.com �Fss/AMA LT 03/19/20 1/13/20 w 3 m z `[ U _ z Q Lu z = V Q Q ry 0 W >0 Lu W '_ oo 00 CO 0 < 2 V) u = o = J N > v o o f— V� V N tD REVISIONS FOR CITY SUBMITTAL 04/04/19 Q PLAN CHECK 4/22/2019 CLIENT REVISIONS 2 05/22/2019 CLIENT REVISIONS 3 06/07/2019 CLIENT REVISIONS 4 06/25/2019 _ CLIENT REVISIONS 5 12/13/2019 AUDIT COMPLIANCE 6 12/20/2019 Z Q ^ J^ r)' I.G.. 0 0 J Project Manager. CR I"'I— Date' 1/13120 same: — Ndpd NU b¢ 1903079 N SHEETNUMBER NUS 110010!• m w PLAN 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. 12016). G2. 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. G3. 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. G4. VOLTAGE DROP IN ACCORDANCE WITH ENERGY CONSERVATION CODE 505.7.3. G5. 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: 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) ELECTRICAL CONTRACTOR TO PROVIDE SERVICE DISCONNECTS. 3� PROVIDE WEATHERPROOF GFCI ROOF MOUNTED SERVICE RECEPTACLES LOCATED WITHIN 25 FEET OF ANY MECHANICAL EQUIPMENT. ® SEALING: WHERE PORTIONS OF INTERIOR RACEWAY SYSTEM ARE EXPOSED TO WIDELY DIFFERENT TEMPERATURES, CIRCULATION OF AIR FROM WARMER TO COLDER SECTION SHALL BE PREVENTED. E.C. SHALL PROVIDE THE REQUIRED CATS CABLE TO THE HMI PANEL. w i O AMMONIA MONITORING PANEL FOR AMMONIA MONITORING PANEL �- CONNECT V LATION CONTROL PANEL F TO (E) DB-1 EMERGENCY CONTROL/SWITCH AR-10 u (E) PANEL' R' AR-12 , R CONNECT UPS' c, TO (E) CB-1 _ AS,500AF,3P F _o F IF -1 CU GND SOOAS,500AF,3P 250 5,250AF,3P 20AF (2)21/2"C,3#250, 21 , 'C,3#250, 3P 5 CONNECT 1 #2 CU GND 112 CU GND 2 TO (E) DB HEF-2,4,6 FP7.5HP 6 30AS �3p EF-2 20AF AR-8 WE, (ON ROOF) 71 K TEMPARATURE SENSOR (TYPICAL) 12 -- LEAK DETECTOR ROLL AR-9 Ol (TYPICAL) EF-1 (ON ROOF) GLYCOL RM (TYPICAL)n ROOF) \ `~ O E Ej DB-1 225AS,225AF,3P 2"C,1#4/Q1#2CUGND F rA -- AMMONIA/GLYCOL — CHLLER GFCI LEAK CONNECT TO r1 (J DIS IBUTJ N BOAJD -1 1600A, 277/480V, 3PH, 4W -1(E) b6 65 KA S{SQUARE QED-2 SWITCHBOARD , L CSCP F Ij 400AS,400AF,3P 3" C,3#500,1 #2 CU GND WP3HP, TO IOKW INVERTER -30A5\/S 20AF (N)PANEL HEF� 3P 460V IOKW INVERTER GENERAL NOTES: —_____ NON -FUSED SAFETY (1)LOUVER (1)LOUVER _ j ff� OS r- DISCONNECT SWITCH 6.14.7Emergency Venfilafion Meter FURNISHED BY DIV.23 WIRED BY DIV. 26 6.14.7.1 `Emergency mechanical ventilation systems shall provide not less than 30 air changes per 6 hour based on the gross machinery room volume. The emergency ventilation system shall be WEATHERPROOF BOX permitted to include temperature control ventilation fans that meet the requirements of Section 17.7.2 LEVEL 3 AMMONIA DETECTION AND ALARM. 6.14.3.7 and Section 6.14.6.3, Item 2. 20A,120VAC WP/WR DUPLEX RECEPTACLE EXCEPTION: Where approved, emergency mechanical ventilation shall not be required for a LEVEL 3 AMMONIA DETECTION AND ALARM SHALL HAVE THE FOLLOWING FEATURES: (GFCI PROTECTED) limited -charge refrigeration system that will not yield an ammonia concentration exceeding WffH SELF -CLOSING 40,0DO ppm in the machinery room following a release of the entire charge from the largest 1. AT LEAST ONE AMMONIA DETECTOR SHALL BE PROVIDED IN THE ROOM OR AREA. COVER independent refrigerant circuit, based on the volume calculation determined in accordance with 2. THE DETECTOR SHALL ACTIVATE AN ALARM THAT REPORTS TO A MONITORED LOCATION SO Section 5.3. The designer shall provide a copy of the calculations to be retained at the site. THAT CORRECTIVE ACTION CAN BE TAKEN AT AN INDICATED CONCENTRATION OF 25 PPM OR HIGHER. ROOF 6.14.7.2 Emergency mechanical ventilation shall be activated by both of the following: 3. AUDIBLE AND VISUAL ALARMS SHALL BE PROVIDED INSIDE THE ROOM TO WARN THAT, WHEN i. Ammonia leak detection complying with Section 6.13, THE ALARM HAS ACTIVATED, ACCESS TO THE ROOM IS RESTRICTED TO AUTHORIZED PERSONNEL AND 2. A manual control switch provided in accordance with Section 6.12.2 EMERGENCY RESPONDERS. 4. UPON ACTIVATION OF THE ALARM, CONTROL VALVES FEEDING LIQUID AND HOT GAS TO 6.14.7.3 Emergency ventilation shall be powered independently of the equipment within the EQUIPMENT IN THE AFFECTED AREA SHALL BE CLOSED, AND PUMPS, FANS, OR OTHER MOTORS ALL CONDUIT RUNS FOR ROOF MOUNTED EQUIPMENT OR DEVICES SHALL BE RUN machinery room and shall continue to operate regardless of whether emergency shutdown ASSOCIATED WITH THE AMMONIA REFRIGERATION EQUIPMENT IN THE ROOM SHALL BE BELOW ROOF, NOT EXPOSED. PROVIDE AND FILL PATCH POCKETS FOR ALL controls for the machinery room have been activated. DE -ENERGIZED. CONDUIT/ROOF PENETRATIONS. 6.14.7.4 A monitored location shall be notified upon loss of power to or failure of the emergency 5. UPON ACTIVATION OF THE ALARM, EMERGENCY EXHAUST SYSTEMS, WHERE REQUIRED, SHALL - PLAN mechanical ventilation system. BE ACTIVATED. NORTH REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION OF ALL HVAC EQUIPMENTS. ROOF EXHAUST FAN 3 POWER PLAN 2 RECEPTACLE MOUNTING I NTs 1 1/4"= 1'-0"] 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: 2a, 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 1 FOOT-CANDLE (i l 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: 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. �3 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. ❑5 PROVIDE A PHOTOCELL LIGHTING CONTROL DEVICE CEILING MOUNTED, 6' FROM WINDOW TO CONTROL ALL DAYLIGHT FIXTURES AS REQUIRED. PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL. MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 c www.peica.com w W +iNNA LT ENR\�up - 03/19/20 1/13120 V � In 00 Z Q j ZIc Q Wz �..J ry 0 W >0L0o- 0 O 00 J fC3 _ 0, 0 s_ oQ >Q ^ 'CL U Q J 3 0CN 0 CV D H REVISIONS FOR CITY SUBMITTAL 04/04/19 /V PLAN CHECK 4/22/2019 rfy Z CLIENT REVISIONS 05/2212019 Q - 3 CLIENT REVISIONS 06/07/2019 a' � 4 CLIENT REVISIONS 06/25/2019 LL1 - S CLIENT REVISIONS 12/13/2019 O 6 AUDIT COMPLIANCE 12/20/2019 W O O !015 V Z l.J Project M.-g- GR J Dote: 1/13/20 - - - sea�e: 1903079 N Project N—br: SHEETNUMBER 0E101 (E) DISTRIBUTION BOARD -1 1600A, 2771480V, 3PH, 4W, 65 KA SCR - SQUARE D QED-2 SWITCHBOARD F 277/480, 30, 4W, 1600A BUS �---- r---- I------F------------T------I-------i-----T---- F----7--- � (E) ( (E) (E) b lJ (E) \0AFJ (E) b (Ej b (E) (E) (E) b (Ej b \) (E) (Ej \J (E) b lJ (E) 160OATq� i °� 60AT °� 250AT 500AT 500AT 250AT 250AT 400AT °� 125AT °� 125AT 125AT 9 60AT °" 60AT °" 60AT ( W/GFCI� ( 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P L- — — — — J ( SPARE SPARE SPARE SPARE SPARE SPARE (E) GND BUS— i (E) CONDUIT & CABLES (2)2 1/2" C, (2)2 1/2" 2 1/2" C 2" C, 3" C,3#500 1 1/2" C, 1 3/4" C, 3# 250 C, 3# 250 3# 250 3#4/0 AWG KCMIL 4#1 AWG 3#6 AWG KCMIL& KCMIL& KCMIL& &1#2GND. 1-#2GND. &1#6GND. I #IOGND. 1#2CUGND, 1#2CU 1#2CU REFERENCE NOTES: GND. GND. (E) TO MAIN SWITCHBOARD (N) PANEL 20A 'HEF 3P AMMONIA AMMONIA AMMONIA CHILLER COOLING COOLING COMP. 1 COMP.2 COMP.3 133 A SYSTEM CP TOWER 382 A 382 A 189 A 100 KW 304 A 48 A LOAD CALC: 286 KW 3PH, 3W 286 KW 3PH, 3W 141 KW 3PH, 3W 3PH, 3W 227.5 KW 35.8 KW 3PH, 3W 3/4" C, 3PH, 3W 3#12AWG M #12 GND. (E) DISTRIBUTION BOARD-F'@ 277/48OV, 1600 A, 30, 4W COMPRESSOR-1 = 382 A NVERTER COMPRESSOR-2 = 382 A IOKW COMPRESSOR-3 = 189 A CHILLER = 133 A COOLING SYSTEM = 304 A 6 COOLING TOWER = 48A TOTAL LOAD = 1438 AMP J CHBOARD ;REAKER IN SPACE 1"C. 4#1 THHN CU + 1 #8 GND (E) PANEL 'AR'lij VOLTS.120/208V - - PHASE: 3 I A.I C. RATING {_2.2_,_0.00_ AMP [MAIN: 60A MOUNTING: SURFACE WIRE: 4 -- _ ___-- - 1 ;_-- ---- 1BUSSING: 125AMP - LOAD A -VA B-VA GVA BKR CT CT BKR A -VA B-VA GVA ILOAD EXHAUST HIGH VELOCITY & LOUVER M 1200 20/3 1 2 60/3 1080 : N 60AMA1N M 1200 3 4 360 N -- _ M 1200 5 6 1800 N -- ROLL UP DOOR M 1200 20/1 7 8 20! - LOW VELOCITY FAN (EF-3) M 800 2011 9 10 20/ 1200 - R UPS EM EXITS M 200 20/1 ti 12 20/ 900 R LOW VOLTAGE PHASE TOTALS: 3840 3560 4100 11500'=TOTAL CONNkC0A ,V (FO D MA D LQA SE B O ) ! I PHASE AMPERES: 32.01 29,61 34.1 LOAD CALCULATION:NOTES: I- - L=LIGHTING LOADS:_ --- 1251 X 0 _ _-_ OVA C=CONTINUOUS LOADS, OTHER 1.25' X 0 0 VA M=MOTOR LOADS (INCL LGSTT _. - '---- 1.001 '-- X 5860� 5800jVA LARGEST, VA. - i 0 25;, --- X 12000 -_ ---- -----.__. .-.. -I - R=RECEPTACLES: 1ST 10K 1.00 X 2460 2460 VA BALANCE: 0.50 X 0 __ 0 VA K=KITCHEN LOADS. OTY: -(F- 0.65, X 0i OiVA N=NONC - {5-=omEOLN NCL.OIN ABOVE),OTHER .TOTAL N.E.CODEMAND LOAD : 14500iVA - 40.21AMPERES NLVV LUAU AUUtU UN 6ULU (N) PANEL 'HEF 4 VOLTS 277/480V _ PHASE ------, MOUNTING: RECESSED .WIRE: 3 4 ! A I C RATING - ,22,000 AMP _ - _ --BUSSING. 125 AMP 'MAIN: MILD _ -- _--- LOAD A -VA B-VA GVA BKR CT CT BKR A -VA B-VA GVA LOAD INVERTER FOR GLYCOL ROOM EF-1 M 2000 - 2013 1 2 20/3 1 1330 M GLYCOL ROOM EF•2 — M 2000 - - 3 4 - 1330 M -- - M 2000 5 6 - 1330 M -- 7 8 2011 2568 CL GLYCOL ROOM LIGHTING 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 PHASE TOTALS: 5898 3330 3330 12558-=TOTAL CONNECTED LOAD,VA (FOR DEMAND LOAD SEE BELOW) PHASE AMPERES: 21.3 12.0 12.0 - 'DEMAND LOAD CALCULATION: L=UGHTINGLOADS: ---- 125': C=CONTINUOUS LOADS, mtk 1.25'.. - M=MOTOR GO ADS (INCL ST) 1.00 LARGEST, VA - _ 0.25 R RE0K _CEPTACLES: 1ST1_ _ 1.00X BALANCE: ! 050_ -r --- K-KITCHEN LOADS OTY: 0 0.65 N=NONCONTINUOUS LOADS, OTHER - 1.00,-- _ - -..- (P=PANEL, INCL. IN ABOVE) ,TOTAL N.E.C. X -- 2568 —7 3----- _ _,VA X ': 0 = O� X 9990 _--9990 - X 12000 _300O _ 0 _ 0 ! X 0 - OVA ---- '--. - X 0 = 0 X - 0 = -- OVA -- . DEMAND LOAD - 16200 . .VA VA VA - NOTES: ---- ___... _- -_-- ------- ----- _. - - ---._.— --------- -- --- - VA = 19.5,AMPERES INtVV LUAU AUULU UN ISULU SINGLE LINE DIAGRAM NOTES *0171S1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDUITS ALL NEW. S2. CONDUCTOR SHALL BE COPPER. S3. ALL EQUIPE. MENT AND CONDUITS SHOWN ARE EXISTING UNLESS NOTED OTHERWISI;E(,'Ei{tErj CITY OF'i i:K ILA S4. VISIT SITE BEFORE BIDDING PROJECT TO SEE ALL EXISTING CONDUITS. QUALIFY ANY EXISTING CONDITIONS IN BID THAT WERE FOUND JAN 14 2020 DURING SITE VISIT. IF NO SITE VISIT IS DONE IT WILL BE THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO DO PROJECT COMPLETE PER PLANS WITH NO EXTRA COST PERMIT CENTER .SEPAI PARTIAL ONE LINE DIAGRAM d pp, PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com Stamp: ST 1/13120 V Q z_/ b C' j z v z Lu v/D W >0W W 00 co �1 °- 00 a) 0 > < 2 V) u J N --Se o N — REVISIONS FOR CITY SUBMITTAL 04/04/19 1 PLAN CHECK 4/22/2019 CLIENT REVISIONS 2 05/22/2019 �^ QCLIENT 3 REVISIONS 06/07/2019 Q ,�,^ V 4 CLIENT REVISIONS 06/25/2019 Q QCLIENT REVISIONS 5 12/13/2019 Q QAUDIT b COMPLIANCE 12/20/2019 W Z J uw Z O J Q H Q IL Prolecf Manager. GR °ot¢: 1/13/20 N h Prol¢cr numb¢r. 1903019 SHEETNUMBER L I FAN SCHEDULE MARK SERVICE MANUFACTURER MOUNTING SERVICE MODEL CFM ESP DRIVE W(lb) FAN VFD MOTOR NOTES VIPH SIZE HP STARTER TYPE MCA MOCP (EA, RA, SA) (BELT/DIRECT) RPM /N (Y ) EF-2 EA GREENHECK ROOF EME EXHNCY AX-80-275-0616-A75 18,387 0.25 DIRECT (623) 1770 N 460/3 ZS NIA - - A-B, C EF-I EA GREENHECK ROOF TEMPERATURE EXH AX-54-190-0618-M75 12,232 0.26 DIRECT (385) 1770 N 460/3 3 N/A - - A-B-D, F EF-3 EA GREENHECK ROOF OCCUFXPHNCY CUE-095-VG rl--O 0.25 DIRECT (36) 1721 N 115/1 1/6 N/A T- _ A-B-E, F 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 INTERNAL FACTORY MOUNTED DISCONNECT. D. IN CASE OF ROOM TEMPERATURE RISE MORE THAN 104F (ADJUSTABLE) . B. PROVIDE BACKDRAFT DAMPER IN EACH FAN. E. SHOULD BE WORKING DURING OPCCUPIED CONDITION INTELOCK WITH C. DETECTION OF AMMONIA CONCENTRATION EQUAL TO OR EXCEEDING 15OPPM OCCUPATION SENSOR. SHALL ACTIVATE EMERGENCY VENTILATION WITH A MINIMUM DISCHARGE VELOCITY OF 2,500 FTIMIN. F. TURN OFF IN THE EVENT OF AN AMMONIA LEAK (>150PPM) . ABBREVIATIONS AFF ABOVE FINISHED FLOOR MC MECHANICAL CONTRACTOR SAS BUILDING AUTOMATION SYSTEM MIN MINIMUM BD BACKDRAFT DAMPER NO NOISE CRITERIA CDR CONDENSATE WATER RETURN CA OUTSIDEAIR CDs CONDENSATE WATER SUPPLY RA RETURN AIR CFM CUBIC FEET PER MINUTE SA SUPPLY AIR DDC DIRECT DIGITAL CONTROL ED SMOKE DUCT DETECTOR DP DIFFERENTIAL PRESSURE TFA TO FLOOR ABOVE DX DIRECT EXPANSION TFB TO FLOOR BELOW EA EXHAUST AIR TYR TYPICAL ETR EXISTING TO REMAIN UNO UNLESS NOTED OTHERWISE FFA FROM FLOOR ABOVE W/ WITH PER FROM FLOOR BELOW WO WITHOUT GPM GALLONS PER MINUTE IN WC INCHES OF WATER COLUMN LL LANDLORD MAX MAXIMUM MBH 1000 BTU PER HOUR MINIMUM VENTILATION CALCULATION REQUIREMENTS MECHANICAL ROOM I.00CUPANT BREATHING AIR: DURING OCCUPIED CONDITIONS, OUTDOOR AIR SHALL BE PROVIDED AT A RATE OF NOT LESS THAN 0.5 CFM PER SQUARE FOOT (0.0025 M31S • M2) OF MACHINERY ROOM AREA OR 20 CFM (0.009 M3/S) PER OCCUPANT, WHICHEVER IS GREATER. TOTAL AREA IS = 1275 SQ. FT. THE RATE OF OCCUPANCY VENTILATION (0.5 CFM/SQ.FT) 1275 SQ.FT. X (0.5 CFM/SQ.FT) = 637.5 CFM 2-TEMPERATURE LIMITATION: TEMPERATURE CONTROL MECHANICAL VENTILATION DESIGN CAPACITY SHALL BE THE VOLUME REQUIRED TO LIMIT THE ROOM DRY BULB TEMPERATURE TO 104-F (40°C), TAKING INTO ACCOUNT THE AMBIENT HEATING EFFECT OF MACHINERY IN THE ROOM AND WITH THE MAKE-UP AIR ENTERING THE ROOM AT A IRS DESIGN DRY BULB TEMPERATURE. THE EMERGENCY VENTILATION SYSTEM SHALL BE PERMITTED TO BE USED TO SUPPLEMENT TEMPERATURE CONTROL VENTILATION, AND VICE -VERSA. BTU/HR 201,055 CFM = _ = 10,342 CFM 1.08X AT 1.08X 18 3-EMERGENCY MECHANICAL VENTILATION: EMERGENCY MECHANICAL VENTILATION SYSTEMS SHALL PROVIDE NOT LESS THAN 30 AIR CHANGES PER HOUR BASED ON THE GROSS MACHINERY ROOM VOLUME. THE EMERGENCY VENTILATION SYSTEM SHALL BE PERMITTED TO INCLUDE TEMPERATURE CONTROL VENTILATION FANS THAT MEET THE REQUIREMENTS OF SECTION 6.14.6.5 AND SECTION 6.14.7.3, ITEM 2. TOTAL AREA IS = 1275 SQ. FT. 1275 SO. FT. X 24 FT HEIGHT X 30ACH 160 MINUTES= 15.300 CFM 'MACHINERY ROOM EXHAUST SHALL BE TO THE OUTDOORS NOT LESS THAN 20 FEET (6 MI FROM A PROPERTY LINE OR OPENINGS INTO BUILDINGS, MEASURED HORIZONTALLY, VERTICALLY. OR A COMBINATION OF BOTH. 4-INLET AIR: OUTDOOR MAKE-UP AIR SHALL BE PROVIDED TO REPLACE AIR BEING EXHAUSTED AND SHALL BE DESIGNED TO MAINTAIN NEGATIVE PRESSURE IN THE MACHINERY ROOM, NOTTO EXCEED 0.25 IN. (6.4 MM) WATER COLUMN. MOTORIZED LOUVERS OR DAMPERS, WHERE UTILIZED, SHALL FAILTO THE OPEN POSITION UPON LOSS OF POWER. INTAKES FOR MAKE-UP AIR TO THE MACHINERY ROOM SHALL ONLY SERVE THE MACHINERY ROOM. MAKE-UP AIR OPENINGS SHALL BE COVERED WITH A CORROSION -RESISTANT SCREEN OF NOT LESS THAN I/" MESH OR EQUIVALENT PROTECTION. MINIMUM FREE AREA REQUIRED FOR LOVER OR DAMPER PER IIAR-2 = 21 SF SEQUENCE OF OPERATION: • FOR OCCUPIED CONDITION FAN TO BE RUNNING @1,000 CFM (EF-3). • IF THE TEMPERATURE EXCEED MORE THAN 104 F CONTROL VENTILATION TEMPERATURE EXHAUST FAN SHOULD START @12,232 CFM(EF-2). • IF THE AMMONIA DETECTOR IS EQUAL TO OR EXCEEDING 150 PPM EMERGENCY MECHANICAL VENTILATION SHALL BE ACTUATED @18,387 CFM (EF-1). SAFETIES: 6.13 AMMONIA DETECTION AND ALARM 6.13.1 GENERAL. MACHINERY ROOMS SHALL BE PROVIDED WITH AMMONIA DETECTION AND ALARM IN ACCORDANCE WITH SECTIONS 17.2-17.6 AND THE FOLLOWING FEATURES: I' AT LEAST ONE AMMONIA DETECTOR SHALL BE PROVIDED IN THE ROOM OR AREA. 2. THE DETECTOR SHALL ACTIVATE AN ALARM THAT REPORTS TO A MONITORED LOCATION SO THAT CORRECTIVE ACTION CAN BE TAKEN AT AN INDICATED CONCENTRATION OF 25 PPM OR HIGHER. 3. AUDIBLE AND VISUAL ALARMS SHALL BE PROVIDED INSIDE THE ROOM TO WARN THAT ACCESS TO THE ROOM IS RESTRICTED TO AUTHORIZED PERSONNEL AND EMERGENCY RESPONDERS WHEN THE ALARM HAS ACTIVATED, ADDITIONAL AUDIBLE AND VISUAL ALARMS SHALL BE LOCATED OUTSIDE OF EACH ENTRANCE TO THE MACHINERY ROOM. 6.13.2 ALARM RESPONSE 6.13.1 DETECTION OF AMMONIA CONCENTRATIONS LESS THAN 25 PPM REQUIRES NO ALARM. 6, 13.2 DETECTION OF AMMONIA CONCENTRATIONS EQUAL TO OR EXCEEDING 25 PPM SHALL ACTIVATE VISUAL INDICATORS AND AUDIBLE ALARMS AS SPECIFIED IN SECTION 6.13, 1. THE VISUAL INDICATOR AND AUDIBLE ALARM SHALL BE PERMITTED TO AUTOMATICALLY RESET IF THE AMMONIA CONCENTRATION DROPS BELOW 25 PPM. 6. 13.3'DETECTION OF AMMONIA CONCENTRATIONS EQUAL TO OR EXCEEDING 150 PPM (1/21DLH) SHALL ACTIVATE VISUAL INDICATORS AND AN AUDIBLE ALARM AND SHALL ACTIVATE EMERGENCY VENTILATION, WHERE REQUIRED, IN ACCORDANCE WITH SECTION 6.14.7. ONCE ACTIVATED, EMERGENCY VENTILATION SHALL CONTINUE TO OPERATE UNTIL MANUALLY RESET BY A SWITCH LOCATED IN THE MACHINERY ROOM. 6.13.4'DETECTION OF AMMONIA CONCENTRATIONS THAT EXCEED A DETECTOR'S UPPER DETECTION LIMIT OR 40,000 PPM (25%LFLL WHICHEVER IS LOWER, SHALL ACTIVATE VISUAL INDICATORS AND AN AUDIBLE ALARM AND SHALL ACTIVATE EMERGENCY VENTILATION, WHERE REQUIRED, IN ACCORDANCE 7 WITH SECTION 6.14.T ONCE ACTIVATED, EMERGENCY VENTILATION SHALL CONTINUE TO OPERATE UNTIL MANUALLY RESET BY A SWITCH LOCATED IN THE MACHINERY ROOM. IN ADDITION, THE FOLLOWING EQUIPMENT IN THE MACHINERY ROOM SHALL BE AUTOMATICALLY DE -ENERGIZED: 1. REFRIGERANT COMPRESSORS, 2. REFRIGERANT PUMPS, AND 3. NORMALLY CLOSED AUTOMATIC REFRIGERANT VALVES THAT ARE NOT PART OF AN EMERGENCY CONTROL SYSTEM. 6.14 VENTILATION 6.14.1 'VENTILATION FOR OCCUPANTS, IN OCCUPIED CONDITIONS, OUTDOOR AIR SHALL BE PROVIDED AT A RATE OF NOT LESS THAN 0.5 CFM/FT2 (0.0025 M3/S • M2) OF MACHINERY ROOM AREA OR 20 CFM (0.009 M3/S) PER OCCUPANT, WHICHEVER IS GREATER. 6.14.2 GENERAL EXHAUST AND AIR CONDITIONING EQUIPMENT. MACHINERY ROOM EXHAUST FANS AND AIR CONDITIONING EQUIPMENT THAT IS NOT INTENDED FOR EXHAUSTING AMMONIA VAPOR SHALL BE -ENERGIZED, AND FAN DAMPERS, WHERE PROVIDED, SHALL CLOSE UPON DETECTION OF AMMONIA IN ACCORDANCE WITH SECTION 633.2.2. 6.14.3 EXHAUST VENTILATION. MACHINERY ROOMS SHALL BE VENTED TO THE OUTDOORS BY MEANS OF A MECHANICAL EXHAUST VENTILATION SYSTEM. 6,14.3.1 MECHANICAL EXHAUST VENTILATION SYSTEMS SHALL BE AUTOMATICALLY ACTIVATED BY AMMONIA LEAK DETECTION IN ACCORDANCE WITH SECTION 6.13 OR TEMPERATURE SENSORS AND SHALL BE MANUALLY OPERABLE. 6.14.3.3 *MACHINERY ROOM EXHAUST SHALL VENT TO THE OUTDOORS NO FEWER THAN 20 FT. (6 M) FROM A PROPERTY LINE OR OPENINGS INTO BUILDINGS. 6.14.3.4 MACHINERY ROOM EXHAUST SHALL DISCHARGE VERTICALLY UPWARD WITH A MINIMUM DISCHARGE VELOCITY OF 2,500 FT/MIN (762 M/MIN) AT THE REQUIRED EMERGENCY VENTILATION FLOW RATE. 6.14.3.5 MACHINERY ROOM EXHAUST FANS, REGARDLESS OF FUNCTION, SHALL BE EQUIPPED WITH NONSPARKING BLADES, 6. 14.3.7'EMERGENCY EXHAUST FAN MOTORS LOCATED IN THE AIR STREAM OR INSIDE THE MACHINERY ROOM SHALL BE OF THE TOTALLY ENCLOSED TYPE. FAN MOTORS MEETING THIS REQUIREMENT ARE NOT REQUIRED TO BE LISTED FOR USE IN HAZARDOUS (CLASSIFIED) LOCATIONS. 8 6.145 INLET AIR 6.14.5.1 OUTDOOR MAKE-UP AIR SHALL BE PROVIDED TO REPLACE AIR BEING EXHAUSTED AND SHALL MAINTAIN NEGATIVE PRESSURE IN THE MACHINERY ROOM, NOT TO EXCEED 0.25 IN. (6.4 MM) WATER COLUMN RELATIVE TO THE ADJACENT AREAS WITH A MACHINERY ROOM DOOR, INCLUDING THE OUTDOORS. 6.14.5.6 MOTORIZED LOUVERS OR DAMPERS, WHERE UTILIZED, SHALL FAIL TO THE OPEN POSITION UPON LOSS OF POWER. 6.14.6 TEMPERATURE CONTROL VENTILATION 6.14.6.1 'TEMPERATURE CONTROL MECHANICAL VENTILATION DESIGN CAPACITY SHALL BE THE VOLUME REQUIRED TO LIMIT THE ROOM DRY BULB TEMPERATURE TO 104°F (40°Cl, TAKING INTO ACCOUNT THE AMBIENT HEATING EFFECT OF MACHINERY IN THE ROOM AND WITH THE MAKE-UP AIR ENTERING THE ROOM AT A 1%DESIGN DRY BULB TEMPERATURE. THE EMERGENCY VENTILATION SYSTEM SHALL BE PERMITTED TO BE USED TO SUPPLEMENT TEMPERATURE CONTROL VENTILATION, AND VICE VERSA. 6.14.6.3 TEMPERATURE CONTROL MECHANICAL VENTILATION SHALL BE CONTINUOUS OR SHALL BE ACTIVATED BY BOTH OF THE FOLLOWING: 1. A THERMOSTAT MEASURING SPACE TEMPERATURE. 2. A MANUAL CONTROL SWITCH PROVIDED IN ACCORDANCE WITH SECTION 6.12.2, WHERE TEMPERATURE CONTROL VENTILATION IS DESIGNED TO CONTRIBUTE TO EMERGENCY VENTILATION, 6.14.7 EMERGENCY VENTILATION 6.14.7.1 'EMERGENCY MECHANICAL VENTILATION SYSTEMS SHALL PROVIDE NOT LESS THAN 30 AIR CHANGES PER HOUR BASED ON THE GROSS MACHINERY ROOM VOLUME, THE EMERGENCY VENTILATION SYSTEM SHALL BE PERMITTED TO INCLUDE TEMPERATURE CONTROL VENTILATION FANS THAT MEET THE REQUIREMENTS OF SECTION 6.14.3.7 AND SECTION 6.14.6.3, ITEM 2. EXCEPTION: WHERE APPROVED, EMERGENCY MECHANICAL VENTILATION SHALL NOT BE REQUIRED FOR A LIMITED -CHARGE REFRIGERATION SYSTEM THAT WILL NOT YIELD AN AMMONIA CONCENTRATION EXCEEDING 40,000 PPM IN THE MACHINERY ROOM FOLLOWING A RELEASE OF THE ENTIRE CHARGE FROM THE LARGEST INDEPENDENT REFRIGERANT CIRCUIT, BASED ON THE VOLUME CALCULATION DETERMINED IN ACCORDANCE WITH SECTION 5.3. THE DESIGNER SHALL PROVIDE A COPY OF THE CALCULATIONS TO BE RETAINED AT THE SITE. 6.14.7-2 EMERGENCY MECHANICAL VENTILATION SHALL BE ACTIVATED BY BOTH OF THE FOLLOWING: I. AMMONIA LEAK DETECTION COMPLYING WITH SECTION 6.13. 2. A MANUAL CONTROL SWITCH PROVIDED IN ACCORDANCE WITH SECTION 6.12.2.9 6.14.7.3 EMERGENCY VENTILATION SHALL BE POWERED INDEPENDENTLY OF THE EQUIPMENT WITHIN THE MACHINERY ROOM AND SHALL CONTINUE TO OPERATE REGARDLESS OF WHETHER EMERGENCY SHUTDOWN CONTROLS FOR THE MACHINERY ROOM HAVE BEEN ACTIVATED. 6.14.7.4A MONITORED LOCATION SHALL BE NOTIFIED UPON LOSS OF POWER TO OR FAILURE OF THE EMERGENCY MECHANICAL VENTILATION SYSTEM. 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 SUPPLY AIR DUCT DOWN EQUIPMENT WITH FLEXIBLE DUCT CONNECTION V� NECK ,T CFM NE NECK SIZE, TYPE, CFM OF SUPPLY DIFFUSER OR REGISTER ---�- MANUAL VOLUME DAMPER SQUARE TO ROUND TRANSITION DUCT MOUNTED SMOKE DETECTOR (SD=SUPPLY/RD=RETURN) �- TC TIME CLOCK CONTROL RD HUMIDITY SENSOR FD FIRE DAMPER PULL STATION O FIRE SMOKE DAMPER STATIC PRESSURE SENSOR SD SMOKE DAMPER TEMPERATURE SENSOR VOLUME DAMPER �f MD MOTORIZED DAMPER FLOW METER BD BALANCE DAMPER O HUMIDISTAT ® CARBON DIOXIDE SENSOR T� THERMOSTAT OMECHANICAL PLAN CALLOUT MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED 1 AND INSTALLED UNLESS NOTED OTHERWISE) CONNECTION POINT OF NEW WORK TO EXISTING / L DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER M_ LOWER NUMBER INDICATES SHEET NUMBER Mti SECTION CUT DESIGNATION 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 AT NO EXTRA COST TO THE TENANT. 4. ALL MECHANICAL EQUIPMENT SHOWN ON THE MECHANICAL PLANS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR UNLESS OTHERWISE NOTED. S. NEW MECHANICAL EQUIPMENT, DUCTWORK AND PIPING ARE SHOWN AT APPROXIMATE LOCATIONS. FIELD MEASURE FINAL DUCTWORK AND PIPING LOCATIONS PRIOR TO FABRICATION AND MAKE ADJUSTMENTS AS REQUIRED TO FIT THE DUCTWORK AND 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, DUCTWORK AND PIPING SHALL BE FASTENED TO BUILDING JOISTS OR BEAMS. DO NOT ATTACH HANGERS AND SUPPORTS TO THE ABOVE FLOOR SLAB OR ROOF. 8- COORDINATE LOCATION OF EQUIPMENT SUPPORTS WITH LOCATION OF EQUIPMENT ACCESS PANELSIDOORS TO ENABLE SERVICE OF EQUIPMENT AND/OR FILTER REPLACEMENT. 9. SEAL PENETRATIONS THROUGH THE BUILDING COMPONENTS IN ACCORDANCE WITH THE STRUCTURAL 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. IL 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 FIREFSMOKE DAMPERS, AS APPLICABLE, IN DUCTWORK AT CEILINGS AND WALLS AT LOCATIONS SHOWN ON THE PLANS. FIRE AND FIREISMOKE DAMPERS SHALL CONFORM TO NFPA AS APPLICABLE. COORDINATE SLEEVE LENGTH WITH REQUIREMENTS OF INSTALLED LOCATION. 14. PROVIDE WALL OR DUCT ACCESS PANELS OR DOORS FOR ACCESS TO FIRE AND FIRE/SMOKE DAMPERS. ACCESS PANEL OR DOOR SHALL BE MINIMUM SIZE OF 10 INCH BY 10 INCH AND SHALL BE INSTALLED WITHIN 121NCH 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 48 INCH AFF TO MEET ADA REQUIREMENTS UNLESS NOTED OTHERWISE ON PLANS, PROVIDE INSULATED BACKING FOR THERMOSTATS MOUNTED ON EXTERIOR BUILDING WALLS. INSTALL WIRING IN CONDUIT PROVIDED BY ELECTRICAL CONTRACTOR. AT A MINIMUM, PROVIDE CONDUIT IN THE WALL FROM THE JUNCTION BOX TO 6 INCH 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 A LACK OF COORDINATION. 17. PROVIDE A MANUAL BALANCING DAMPER IN EACH BRANCH DUCT TAKEOFF FROM MAIN SUPPLY, RETURN, OUTDOOR AND EXHAUST AIR DUCTS. IS- PROVIDE A PREFABRICATED 45 DEGREE, HIGH EFFICIENCY, RECTANGULAR/ROUND BRANCH DUCT TAKEOFF FITTING WITH MANUAL BALANCING DAMPER AND LOCKING QUADRANT FOR BRANCH DUCT CONNECTIONS AND TAKE -OFFS TO INDIVIDUAL DIFFUSERS, REGISTERS AND GRILLES. 19. BRANCH DUCTWORK TO AIR OUTLETS SHALL BE SAME SIZE AS OUTLET NECK SIZE UNLESS OTHERWISE NOTED. 20. PROVIDE NEW AIR FILTERS PRIOR TO TESTING AND BALANCING. REPORT ANY 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 OF THE TESTS. 21. E G NERAL 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,PIPING AND EQUIPMENT. 24, TENANT GC MUST COMPLY WITH ALL COMMENTS FROM LANDLORDS MEP ENGINEER OR AS DIRECTED BY THEIR FIELD PERSONNEL 25. SUPERINTENDENT MUST PROVIDE 3 COPIES OF AIR BALANCE REPORT TO 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- 2?. 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 ARE TURNED OVER TO THE TENANT IN "AS -IS" CONDITION AS 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 BE STRUCTURALLY ENGINEERED FOR THE WEIGHTS, AS REQUIRED. 34. THE LOCATIONS OF THE EQUIPMENT SHOULD BE THE SAME AS EXISTING, ANY CHA�`1G'; BE REVIEWED AND APPROVED IN WRITING BY THE LANDLORD.j.;�W,%r117 CITY OF i d,;i 1ALA JAN 14 2020 PERMIT OWTM I� PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www,peica.com He � 4 �m P _ 1/13/20 d n in _z u Z Q Z W 0 W >QW LIJ ry ` °poo Oco J OD EoQO>Q o �/� 0 3 E N o V) REVISIONS I- W = V) U FOR CITY SUBMITTAL 04/04/19 PLAN CHECK 1 4/2212019 Al CLIENT REVISIONS 05/2212019 CLIENT REVISIONS 3 06/0712019 CLIENT REVISIONS 4 06125/2019 CLIENT REVISIONS 12/1312019 AUDIT COMPLIANCE 6 1212:019 U1 � J Q LLl I Z (t 1-I �1/1]3/20N SHEETNUMBER PERMIT AND APPROWS L GENERAL NOTES 6.12 EMERGENCY CONTROL SWITCHES 6.12.1 EMERGENCY STOP SWITCH. A CLEARLY IDENTIFIED EMERGENCY SHUT-OFF SWITCH WITH A TAMPER- RESISTANT COVER SHALL BE LOCATED OUTSIDE AND ADJACENT TO THE DESIGNATED PRINCIPAL MACHINERY ROOM DOOR. THE SWITCH SHALL PROVIDE OFF -ONLY CONTROL OF REFRIGERANT COMPRESSORS, REFRIGERANT PUMPS, AND NORMALLY CLOSED AUTOMATIC REFRIGERANT VALVES LOCATED IN THE MACHINERY ROOM. THE FUNCTION OF THE SWITCH SHALL BE CLEARLY MARKED BY SIGNAGE NEAR THE CONTROLS. 6.12.2 EMERGENCY VENTILATION CONTROL SWITCH. A CLEARLY IDENTIFIED CONTROL SWITCH FOR EMERGENCY VENTILATION WITH A TAMPER -RESISTANT COVER SHALL BE LOCATED OUTSIDE THE MACHINERY ROOM AND ADJACENT TO THE DESIGNATED PRINCIPAL MACHINERY ROOM DOOR. THE SWITCH SHALL PROVIDE "ON/ AUTO" OVERRIDE CAPABILITY FOR EMERGENCY VENTILATION. THE FUNCTION OF THE SWITCH SHALL BE CLEARLY MARKED BY SIGNAGE NEAR THE CONTROLS. 6.13.2 ALARM RESPONSE 6.13.1 DETECTION OF AMMONIA CONCENTRATIONS LESS THAN 25 PPM REQUIRES NO ALARM OR RESPONSE. 6.13.2 DETECTION OF AMMONIA CONCENTRATIONS EQUAL TO OR EXCEEDING 25 PPM SHALL ACTIVATE VISUAL INDICATORS AND AUDIBLE ALARM AS SPECIFIED IN SECTION 6.13.1, THE VISUAL INDICATOR AND AUDIBLE ALARM SHALL BE PERMITTED TO AUTOMATICALLY RESET IF THE AMMONIA CONCENTRATION DROPS BELOW 25 PPM. 6A3.3 DETECTION OF AMMONIA CONCENTRATIONS EQUAL TO OR EXCEEDING 150 PPM SHALL ACTIVATE VISUAL INDICATORS AND AN AUDIBLE ALARM AND SHALL ACTIVATE EMERGENCY VENTILATION, WHERE REQUIRED, IN ACCORDANCE WITH SECTION 6.14.7. ONCE ACTIVATED, EMERGENCY VENTILATION CONTINUE TO OPERATE UNTIL BEING MANUALLY RESET BY A SWITCH LOCATED IN THE MACHINERY ROOM. 6.13.4 DETECTION OF AMMONIA CONCENTRATIONS THAT EXCEED A DETECTORS UPPER DETECTION LIMIT OR 40,000 PPM (257.LFL), WHICHEVER IS LOWER, SHALL ACTIVATE VISUAL INDICATORS AND AN AUDIBLE ALARM AND SHALL ACTIVATE EMERGENCY VENTILATION, WHERE REQUIRED, IN ACCORDANCE WITH SECTION 6.14.7 ONCE ACTIVATED, EMERGENCY VENTILATION SHALL CONTINUE TO OPERATE UNTIL BEING MANUALLY RESET BY A SWITCH LOCATED IN THE MACHINERY ROOM SHALL BE AUTOMATICALLY DE -ENERGIZED: I. REFRIGERANT COMPRESSORS, 2. REFRIGERANT PUMPS, AND 3. NORMALLY CLOSED AUTOMATIC REFRIGERANT VALVES THAT ARE NOT PART OF AN EMERGENCY CONTROL SYSTEM. 6.14.7 Emergency Ventilation 6.14,7.1 `Emergency mechanical ventilation systems shall provide not less than 30 air changes per hour based on the gross machinery room volume. The emergency ventilation system shall be permitted to include temperature control ventilation fans that meet the requirements of Section 6.14.3.7 and Section 6.14.6.3, Item 2. EXCEPTION: Where approved, emergency mechanical ventilation shall not be required for a limited -charge refrigeration system that will not yield an ammonia concentration exceeding 40,000 ppm in the machinery room following a release of the entire charge from the largest independent refrigerant circuit, based on the volume calculation determined in accordance with Section 5.3. The designer shall provide a copy of the calculations to be retained at the site. 6.14.7.2 Emergency mechanical ventilation shall be activated by both of the following: 1. Ammonia leak detection complying with Section 6.13. 2. A manual control switch provided in accordance with Section 6.12.2 6.14.7.3 Emergency ventilation shall be powered independently of the equipment within the machinery room and shall continue to operate regardless of whether emergency shutdown controls for the machinery room have been activated. 6.14.7.4 A monitored location shall be notified upon loss of power to or failure of the emergency mechanical ventilation system. 17.7.2 LEVEL 3 AMMONIA DETECTION AND ALARM. LEVEL 3 AMMONIA DETECTION AND ALARM SHALL HAVE THE FOLLOWING FEATURES: 1. AT LEAST ONE AMMONIA DETECTOR SHALL BE PROVIDED IN THE ROOM OR AREA. 2. THE DETECTOR SHALL ACTIVATE AN ALARM THAT REPORTS TO A MONITORED LOCATION SO THAT CORRECTIVE ACTION CAN BE TAKEN AT AN INDICATED CONCENTRATION OF 25 PPM OR HIGHER. 3. AUDIBLE AND VISUAL ALARMS SHALL BE PROVIDED INSIDE THE ROOM TO WARN THAT, WHEN THE ALARM HAS ACTIVATED, ACCESS TO THE ROOM IS RESTRICTED TO AUTHORIZED PERSONNEL AND EMERGENCY RESPONDERS. 4. UPON ACTIVATION OF THE ALARM, CONTROL VALVES FEEDING LIQUID AND HOT GAS TO EQUIPMENT IN THE AFFECTED AREA SHALL BE CLOSED, AND PUMPS, FANS, OR OTHER MOTORS ASSOCIATED WITH THE AMMONIA REFRIGERATION EQUIPMENT IN THE ROOM SHALL BE DE -ENERGIZED. 5. UPON ACTIVATION OF THE ALARM, EMERGENCY EXHAUST SYSTEMS, WHERE REQUIRED, SHALL BE ACTIVATED. CONSTRUCTION KEYNOTES I 1� EF-I ROOF EXHAUST FAN 18,387 CFM z �2 EF-2 ROOF EXHAUST FAN 12,232 CFM °o a3 EF-3 ROOF EXHAUST FAN 1,000 CFM E 36" x 36" INLET AIR MOTORIZED DAMPERS TO BE INTERLOCKED WITH EF-I, o EF-2. " 5❑ (1QTY.) INLET AIR LOUVER ONLY WITHOUT RELIEF DAMPER 6❑ EXHAUST FANS (EF-I & EF-2) TO BE INTERLOCKED WITH TEMPERATURE AND ul AMMONIA SENSOR. LEGEND SYMBOL ABBREV DESCRIPTION OD DETECTION SENSOR 0 TEMPERATURE SENSOR SP STATIC PRESSURE SENSOR PERMIT CENTER f f PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com WA ass/DNA LT � E�R'\�e,m wlw--*'► - p3/79/20 1/13/20 n .j 100 z_ U� Z v I z (tUj dV 0 U >OW Wi O w 00 (�\) V O Q N QV U o d (D V) ( — Z) { REVISIONS Z FOR CITY SUBMITTAL 04/04/19 PLAN CHECK I 4/22/2019 CLIENT REVISIONS 2 05/22/2019 CLIENT REVISIONS 3 06/07/2019 Q n— Cl'- O O 1 LL QCLIENT REVISIONS 4 06/25/2019 CLIENT REVISIONS 5 12/13/2019 AUDIT COMPLIANCE 6 12/20/2019 J Q _U Z U UJ Project Manager. GR Dare: 1/13/20 SHEET NUMBER MECHANICAL FLOOR PLA 01