Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit M19-0088 - SHASTA BEVERAGES / VARIETY PACK LINE - PALLETIZER
SHASTA BEVERAGES, INC - PALLETIZER AIR 1227 ANDOVER PARK E Apn: 3523049072 FINALED 01/21/2021 M19-0088 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov MECHANICAL PERMIT 3523049072 Permit Number: M19-0088 1227 ANDOVER PARK E Issue Date: 10/9/2019 Permit Expires On: 4/6/2020 SHASTA BEVERAGES, INC - PALLETIZER AIR Owner: Name: NATIONAL BEVERAGE CORP Address: 8100 SW 10TH ST STE 4000 , PLANTATION, WA, 33324 Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: DAVID KEHLE 1916 BONAIR DR SW , SEATTLE, WA, 98116 OWNER AFFIDAVIT - NICHOLAS HEATON Phone: (206) 433-8997 Phone: Expiration Date: DESCRIPTION OF WORK: INSTALL AIR LINES FOR NEW PALLETIZER FOR VARIETY PACK LINE Valuation of Work: $4,000.00 Type of Work: NEW Fuel type: Fees Collected: $252.78 Electrical Service Provided by: PUGET SOUND ENERGY Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Date:10- 9. |hearbycertify that | have read and examined this permit and know the same tobetrue and correct, All provisions nflaw and ordinances governing this work will becomplied with, whether specified herein o,not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state orlocal laws regulating construction urthe performance ofwork. |amauthorized tosign and obtain this development permit an-d agree to the conditions attached to this permit. Signature: Print Name: Lwcf.A~-r-C.s� Date: 10, 0«-_� This permit shall become null and void ifthe work ionot commenced within 180days for the date ofissuance, or if the work is suspended orabandoned for aperiod of18Odays from the last inspection. PERMIT CONDITIONS: 1: All permits, inspection record card and approved construction documents shall bekept atthe site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 2: Manufacturers installation instructions shall be available on the job site at the time of inspection. 4: Sprinklers shall beinstalled under fixed obstructions over 4feet (12m)wide. (NFPA13'8.6.S3.3) 3: All new sprinkler systems and all modifications toexisting sprinkler systems shall have fire department review and approval nfdrawings prior toinstallation nrmodification. New sprinkler systems and all modifications tusprinkler systems involving more than B}heads shall have the written approval nfFactory 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. Nusprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 5: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #3436and 4Z437) G: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ufsuch condition orviolation. 7: These plans were reviewed byInspector 511. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(Z06)575'44O7. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206)438'93SO 1400 FIRE FINAL 1800 MECHANICAL FINAL 0701 ROUGH'|Nw1[CHAN|CAL t CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 littr Mechanical Permit No. Pi 0080 Project No. Date Application Accepted: -( Date Application Expires: --1 (For office else only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION 352304-9072 King Co Assessor's Tax No.: Site Address: 1227 Andover Park East Suite Number: Floor: 1 Tenant Name: Shasta Beverage Inc PROPERTY OWNER Name: Shasta Beverage Inc Address: 1227 Andover Park East City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: David Kehle Address: 1916 Bonair Dr SW City: Seattle State: WA Zip: 98116 Phone: 206-433-8997 Pa' Email: dkehle@dkehlearch.com New Tenant: 0 Yes MECHANICAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of project (contractor's bid price): $ Describe the scope of work in detail: Install new palletizer for Variety Pack line and compressed air lines =ow -4 Imo U5e: Residential: New 0 Replacement ..... Commercial: New Replacement ••••••-•0 Fuel Type: Electric 13 Gas C: Other: 611Applications \ Famo-Applications On Line12016 ApplicationstMeshanical Permit Application Revised 1-4-16clocx Revised: January 2016 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <1.0Ok btu Furnace > l 00k btu Floor fumace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cf n Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industria Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 *Dayti District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) e means 7AM-10PM, Monday throu Friday and 8 OPM, Saturday, Sunday and State-reco A few sounds are exempt from the noise code, including. • Warning devices; Construction and property maintenance during the daytime hours (lam-lOpm); • Testing of backup generators during the day. holidays. PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the to possible revision by the permit center to comply with current fee schedules. is figure will be reviewed and is subject Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 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 ► ' NER O 1' ORIZED AGENT: Signature: Date: 05/28/2019 Print Name: David Kahle Day Telephone: 206-433-8997 Seattle WA 98116 City State Zip Mailing Address: 1916 Bonair Dr SW H:1ApplicalionsWorns-Appliicatioos On Line \2016 Applications\ Mechanical Pemit Application Revised 14-16.docx Revised: January 2016 bh Page 2 of 2 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID 216.30 M19-0057 Address: 1227 ANDOVER PARK E Apn: 3523049072 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 MECHANICAL $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.08 1.00 $70.00 M19-0088 Address: 1227 ANDOVER PARK E Apn: 3523049072 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 MECHANICAL $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.08 1.00 $70.00 PG19-0122 Address: 1227 ANDOVER PARK E Apn: 3523049072 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 PLUMBING $70.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R20679 R000.345.830.00.00 1.00 $70.00 $216.30 Date Paid: Tuesday, May 05, 2020 Paid By: DAVID KEHLE Pay Method: CREDIT CARD 04874D Printed: Monday. Mav 11. 2020 11:56 AM 1 of 1 DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $5,803.30 D19-0171 Address: 1227 ANDOVER PARK E Apn: 3523049072 $2,585.75 DEVELOPMENT $2,475.72 PERMITFEE 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 $250,30 PERMIT FEE R000.322.100,00,00 0.00 $1,100,21 TECHNOLOGY FEE $110.03 TEq-INOLOGY 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 R000.322.101.00.00 0.00 $421,62 PLAN CHECK FEE _ R000.345.832.00.00 0.00 $105.41 TECHNOLOGY FEE $21.08 TECHNOLOGY FEE R000.322.900.04.00 0.00 $21.08 M19-0086 Address: 1227 ANDOVER PARK E Apn: 3523049072 $1,394.27 MECHANICAL $1,327.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $1,294.73 TECHNOLOGY FEE $66.39 TECHNOLOGY FEE _ R000.322.900.04.00 0.00 $66.39 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 R000,322.900.04.00 0,00 $24.00 M19-0088 Address: 1227 ANDOVER PARK E Apn: 3523049072 $203.00 MECHANICAL $193.33 PERMIT ISSUANCE BASE FEE R000.322.100.00,00 0.00 $33.15 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 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT PermitTRAK I QUANTITY PAID $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 $375,03 TECHNOLOGY FEE $20.41 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 TOTAL FEES PAID BY RECEIPT: R18190 R000.322.900.04.00 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 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT 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 R000.345.830.00.00 0.00 $715.14 EL19-0449 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 $331.97 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 Ca rd Fee R000.369.908.00.00 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 $1.45 Credit Card Fee R000.369.908,00.00 0.00 $1.45 MECHANICAL $48.33 PLAN CHECK FEE R000.322.102.00.00 0.00 $48.33 M19-0089 Address: 1227 ANDOVER PARK E Apn: 3523049072 $105.11 Credit Card Fee $3.06 Credit Card Fee R000.369.908.00.00 0.00 $3.06 MECHANICAL $102.05 PLAN CHECK FEE R000.322.102.00.00 1 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 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 CO TVKWILA ETRAKIT 6280 SOUTM[ENTER BLVD TUKwIL«, hm 90188 288'433'1878 CITY OF TUKWILA 0017]48008802]74404500 Date: 05/29/20I9 02:27:59 PM CREDIT CARD SALE VISA CARD NUMBER: *++*******9037 x TKxN AMOUNT: $I'092.33 APPROVAL [D: 02978I RECORD #: 000 CLERK ID: Bill X {CARDHOLDER'S SIGNATUREJ I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Permit Inspections City of Tukwila Permit Number: M19-0088 Description: SHASTA BEVERAGES, INC - PALLETIZER AIR Applied: 5/29/2019 Issued: 10/9/2019 Status: FINALED Parent Permit: Parent Project: Details: Approved: 10/9/2019 Finaled: 1/21/2021 Site Address: 1227 ANDOVER PARK E City, State Zip Code:TUKWILA, WA 98188 Applicant SHASTA BEVERAGES, INC - PALLETIZER AIR Owner: NATIONAL BEVERAGE CORP Contractor: OWNER AFFIDAVIT - NICHOLAS HEATON INSTALL AIR LINES FOR NEW PALLETIZER FOR VARIETY PACK LINE :@i S O17,k SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS ROUGH -IN MECHANICAL Bill Centen Notes: 1/13/2020 Any 1/13/2020 MECHANICAL FINAL Lee Sipe NOT APPROVED #1 Notes: 1/10/2020 10:01 AM Jason Bruce requesting inspection early morning if at all possible Contact Name: Neil Johnson Site Address: 1227 Andover Park E, Tukwila, WA98188 Phone: 4705890132 e-Mail: njohnson@shastabeverages.com Plans show 2-1/2" compressed air line. 3/4" compressed air line installed. Revise plans to show what is installed or install piping per plans. 11/17/2020 AM 11/17/2020 MECHANICAL FINAL Lee Sipe NOT APPROVED Air line for palletizer Notes: 1. Needs seismic bracing of air lines. 2. Air lines need to be marked for identification. 12/1/2020 12/1/2020 FIRE FINAL AARON JOHNSON APPROVED Notes: Installed air lines that do not obstruct fire suppression systems or pose a hazard. Fire final approved. 12/4/2020 PM 12/4/2020 MECHANICAL FINAL Lee Sipe NOT APPROVED Notes: all equipment needs bollards for protections. 1/21/2021 PM 1/21/2021 MECHANICAL FINAL Lee Sipe APPROVED 470-589-0132 - Neil Johnson Notes: Approved final. corrected anchoring. installed pipe labeling. Printed: Tuesday, 19 October, 2021 1 of 1 SUPERION STRUCTURAL CALCULATIONS REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 4 2020 City of Tukwila BUILDING DIVISION Client: Project: Shasta Beverages Inc. — Variety Pack Air & Gas Lines Location: 1227 Andover Park East, Tukwila, WA 98188 Building Code: 2015 IBC Plump File No: S.1904062.2 By: O.J. Date: April 19,2019 Revisions: Client Revisions — 01/20/2020 These calculations not valid unless s".ned and sealed in s.ace above. REVINON 19-0088 RECEIVED CITY OF TUKWILA MAR 10 2020 PERMIT CENTER 914 E. KateJla Avenue, Anaheim, CA 92805 (714) 385-1835 Fax (714) 385-1834 PLUMP Engineering, Inc. 914 E. Kate]la Ave. Anaheim, California 92805 P:714.385.1835 F:714.385.1834 inc WWW.PeiCa.COM LATERAL ANALYSIS: Pipe Support 2015 IBC - Seismic Load F. = sus = Sos = 1.00,0 F. 0.67 Ss = 1.432 x Ss = 1.432 x S = 0.955 Fp(max) = 1.6Sosl.W.= Fp = 0.4a.Soslpf1+2z/r)/R.W.= Fpfmin) = 0_3S0sIpW.= SEISMIC COEF. = VERTICAL COEF. = 1 53 W. 0 95 W. 0 29 Wp 0.67 W. 0.13 W. I. = Rp= 1.00 3.00 2.50 ASCE 7-10 EQ. 13.3-2 ASCE 7-10 EQ. 13.3-1 ASCE 7-10 EQ. 13.3-3 (ASD) (ASD) z = 1.00 r 1.00 no = 2.50 PIPE SUPPORT DESIGN Type Weight Qtv Total Weight 2" Copper Type L (Air) — 1.75 x 1 = 1.75 pif + 5% Misc. 0.09 Of 1.84 pif GRAVITY TRAVERSE LONGITUDINAL VERTICAL 14.00 ft 0.00 ft 0.00 ft 0.00 ft Dead Load Lateral Load Lateral Load Lateral Load 26 lb 0 lb 0 lb 0 lb PIPE SUPPORT DESIGN rype 1- Schedule 40 {Gas) 1.68 x 1 = 1,68 plf + 5% Misc, 0 08 plf 1.76 Of GRAVITY TRAVERSE LONGITUDINAL VERTICAL Weight 14.00 ft 0.00 ft 0.00 ft 0.00 ft Qtv Total Weight Dead Load Lateral Load Lateral Load Lateral Load 25 Ib 0 lb 0 lb 4/19/2019 U.S. Seismic Design Maps 1227 Andover Park E, Tukwila, WA 98188, USA Latitude, Longitude: 47.44307149999999, -122.25218389999998 f. • Goodwill Tukwila Regal Cinemas Parkway Plaza 12 c \ • I Go gle OSHPD Work `n More - Tukw The Horne Depot Les Schwab Tire Centera',.' Date 4/19/2019, 9:22:43 AM Design Code Reference Document ASCE7-10 Risk Category Site Class 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 Site -modified spectral acceleration value Smi 0.8 Sile-modified spectral acceleration value Sos 0.955 Numeric seismic design value al 0.2 second SA Sol 0.534 Numeric seismic design value at 1.0 second SA Type Value Description SDC 0 Seismic design category Fa 1 Site 'amplification factor at 0.2 second Fv 1.5 Site amplification factor at 1.0 second PGA 0.588 MCEG peak ground acceleration FpGA 1 Site amplification factor at PGA PGAR4 0.588 Site modified peak ground acceleration TL 6 Long -period transition period in seconds SsRT 1.432 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.509 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 3.116 Factored deterministic acceleration value. (0.2 second) S1RT 0.534 Probabilistic risk-targeled ground motion. (1,0 second) S1UH 0.572 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 0.996 Factored deterministic acceleration value. (1.0 second) PGAd 1.119 Factored deterministic acceleration value, (Peak Ground Acceleration) CRs 0.949 Mapped value of the risk coefficient al short periods 0.932 Mapped value of the risk coefficient at a period of 1 s ai.0 C Map data q„52019 Goog(e https://seismicrnaps.org 1/2 4/19/2019 U.S. Seismic Design Maps MCER Response Spectrum 1.5 1.0 0.5 0,0 0 2 4 Period, T (sec) Sa(g) Design Response Spectrum 1.00 0.75 0.50 0.25 0.00 0 2 4 Period, T (sec) sa(g) 6 DISCLAIMER While the information presented on this website is believed to be correct, Ei,!,IQQ/9§_11,PD and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in this web appicalion should not be used or reed 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 crf 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 websile assurne all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible or building code approval and interpretation for the building site described by latitude/longitude location in the search results of this webstie. https://seismicrnaps.org Reference Data 11/4' Pipe Size In. (mm) 0.0. Size In. 1mm) Wall Thickness In. (mm) Weight of Tubing Lbslh. (kg!m) Weight of Tubing Filled With Water Lb01. (kg/m) 1/4" (6) 3/8' (10) 1/2' (15) 5/8- (17) 3/4' (20) 1' (25) 132) 31/2' (90) 4' 1100) 5' (125) 6' (150) 8" (200) .375 (9.5) .500 (127) .625 (15.9) .750 119.0) .875 (22.2) 1.125 (28.6) 1.375 134.9► 1.625 141.3) 2.125 (54.0) 2.625 166.71 3.125 (79.4) 3.625 1921) 4.125 (164.8) 5.125 1130.2) 6.125 (155.6) 8.125 1206.4) .030 (.7) .035 (.9) .040 (1.0) .042 11.0) .045 (1.1) .050 11.3) .055 (1.4) .060 11.5) .070 (1.8) .080 (2.0) .090 12.31 .100 (2.5) .110 (2.8) .125 (3.2) .140 (3.5) .200 15.1) .12 (.17) .20 130) .28 1.41) .36 (.53) .45 (.67) .65 1.97) .88 (1.31) 3.33 14.95) 429 (6.38) 5.38 (8.00) 7.61 111.32) 10.20 (15.18) 19.29 (28.70) .15 (.21) .26 1,39) .38 (.561 .51 1.75) .66 (.98) 1.01 11.50) 1.42 (2.11) 1.91 1283) 3.09 (4.59) 4.54 (6.75) 6.28 (9.34) 8.28 (12.32) 10.57 (15.72) 15.69 (23.34) 21.81 (32.46) 39.49 (58,89) Dimensions taken from ASTM 1388-83, Copper Tubing (Type K) Data Nominal Wall Pipe Size 0.0. Size Thickness In. (mm) In. lmm) In. (mm) Weight of Tubing Lbs.k, (kWm) Weight of Tubing Filled With Water LbsJF1. (k9/m) 1/4 (6) 3/8' 110) 1/2' (15) 5/8' (17) 3/4" (20) 1' (251 11/4' (32) 11/2" 140) 2' (50) 21/2• (65) 3' (80) 31/2" 190) 4' (100) 5' (125) 6' (1501 8' 1200) .375 (9.5) ,500 1127) .625 (15.9) .750 (19.01 .875 (222) 1.125 (28.6) 1.375 (34.9) 1.625 (41.3) 2.125 (54.0) 2.625 (65.7) 3.125 (79.4) 3.625 192.1) 4.125 (104.8) 5.125 {130.2) 6.125 (155.6) 8.125 1206.4) .035 (.9) .049 11.2) .049 1121 .049 11.2) .065 11.6) .065 (1.61 .065 (1.6) .072 (1.8) .083 (2.1) .095 (2.4) .109 128) .120 (3.0) .134 (3.4) .160 (4.0) .192 (4.9) .271 (6.9) .14 1.21► .27 1,40) .34 (.501 .42 (.62) .64 (.951 .84 (1.25) 1.04 (1.55) 1.36 12.02) 2.06 13.06) 2.92 14.34) 4.00 15.95) 5.12 17.62) 6.51 19.69) 9.67 (14.39) 13.87 (20.60) 25.90 {38.50) .17 (.25) .32 1.47) .43 (.63) .56 1.83) .83 (1.231 1.18 (1.75) 1.57 (2.34) 2.10 13.12) 3.37 (5.01) 4.92 1731) 6.96 (10351 9.02 (13.42) 11.57 (12,221 17.67 126.29) 25.07 (37271 45.40 167.52) Dimensions taken from ASTM 868-83. 1 cubic ft, of water weighs 62.41 lbs. 1 cubic meter of water weighs 999.97 kg. 1 gallon (U.S.) weighs 8.335 lbs. 1 liter weighs ,999 kg. F Qcretz (U OA)LVi Eaton 309 8-Line series Pipe Hangers & Supports Reference Data STANDARD WEIGHT SCHEDULE 40 STEEL PIPE Nominal Tubing Size In. min Outside Diameter In. mrn Inside Diameter In. mm Nominal Weight Per 100 Ft. (30.5m) Plain End Lbs. kg Weight of Pipe Filled With Water Per 100 Ft. (30.5m) Lbs. kg 3/8" (10) .675 (17.1) .493 (12.5) 57.0 (25.9) 65.3 (29.6) .840 (21.3) .622 (15.8) 85 (38.6) 98.2 (44.5) 3/4 (20) 1.050 126.7) .824 (20.9) 1 3.1 (51.3) 136,1 (61.7) 1" 25) 1.315 (33.4) 1.049 126.6) 168.0 76.2) 205.5 (93.2) I 1 4" (32) 1.660 (42.2) 1.380 (35.1) 27 4 103.0) 291.8 (132.41 11/2'" (40) 1.900 (48.3) 1.610 (40.9) 2 ,0 (123.4) 360.2 (163.4) 2" (50) 2.375 (60.3) 2.067 (52.5) 365.0 (165.6) 510.4 (231.5) 21/2" 165) 2.875 (73.0) 2.469 (62.7) 579.0 (262.6) 786.5 (356.8) 3" (80) 3.500 (88.9) 3.068 (77.9) 758.0 (343.8) 1078.4 (489.2) 31/2" (90) 4.000 (101.9) 3.548 (90.1) 911.0 (413.2) 1339.5 (607.6) 4" (100) 4.500 (114.3) 4.026 (102.3) 1079.0 (4.89.4) 1630.7 (739.7) 5" (125) 5.563 1141.3) 5.047 (128.2) 1462.0 (663.2) 2329.1 ."' (1056.4) 6" (150) 6.625 (168.3) 6,065 (154.1) 1897.0 (8'60.5) 3149.1 ' (1428.4) 8" 1200) 8.625 (219.1) 7.981 (202.7) 2855.0 (1295.0) 5023.2 (2278.5) 10" (250) 10.750 (273.1) 10.020 1254.5) 4048.0 (1836.11 7465.6 (3386.3) 12" (300) 12.750 (323.9) 12.000 1304.8) 4956.0 (2248.0) 9857.7 14471.41 14" (350) 14.000 (355.6) 13.250 1336,6) 5457.0 (2475.3) 11433.1 (5185.9) 16" 1400) 16.000 (406.4) 15.250 (387.4) 6258.0 (2838.6) 14174.3 (6429.4) 18" (450) 18.000 (457.2) 17.250 (438.2) 7059.0 (3201.9) 17187.9 (7796.3) 20" (500) 20.000 (508.0) 19.250 (489.0) 7860.0 (3565.2) 20473.7 (9286.7) 24" (600) 24.000 (609.6) 23.250 (590.6) 9462.0 (4291.9) 27862.5 (12638.2) Dimensions taken from ASTM A 53-82. 1 cubic ft. of water weighs 62.41 Lbs. 1 cubic meter of water weighs 999.972 kg. 1 gallon (U.S.) weighs 8.335.1bs. 1 liter weighs .999 kg. TRAPEZE HANGERS USING 8-LINE STRUT OR ANGLE IRON Length of Trapeze Bar 21/2" (65mm) or less 3" (80mm) Nominal 3t/2" (90mm) Pipe Sizes 4" (100mm) 5" (125mm) 6" (150mm) 8" (200mm} 10" (250mm) 1'-6" 11J2" x 11/2 x 3/15 11/1" x 1 In• x 3/16" 11/2 x 11/2' x 3f16" 2" x 11/2" x 3/16' 1" x 11/1' x 3/16' 21/2" x 11/2' x 3JI6" 3' x 2" x 3/16" 3" x 2" x 1/4' (0.46m) B24SH B24SH 824SH B22SH B22SH 812SH B11SH B11SH Z'-0" 11/2 x 11/2" x 3/16" 2' x 11/1' x 3/15" 2" x 11/2x 3/16' 2' x 11/2" x 3/16' 21/2" x 11/2" x 3/I6" 21/2" x 11/2' x 3/I6' 3" x 2" x 3/16" 3' x 2' x 1/4" (0.61m) B24SH B22SH 822SH 822SH B12SH BIISH B11SH B11SH 2'-6" 2' x 11/2" x 3/16' 2" x 11/r x 3/16' 2" x 1lir x 3(I6' 21n" x 11/2' x 3/it 21/2" x l lir x3/16' 3" x 2' x 3h6' 3' x 2" x l(4" 3' x 2' x 1/4" (0.75m) 822SH B225H 822SH B12SH BI2SH . BUSH BUSH B11SH 3'-0" 1" x 11/2' x 3i16" 2' x 11/2" x 3/16" 21/1" x 11/2" x 3/16" 21/2 x 11/2" x 3/16" 3' x 2' x 3/I6" 3' x 2' x 3/16' 31/2' x 21/2' x 1/4" 31/2" x 21/2' x 5/16" (0.91m) B22SH 822SH 312SH BIISH 811SH B11SH 812SHA 812SHA 4'-0" 21/2" x 11/2" x 3/16" 21P" x 11/2" x 3/16" 21/1" x 11/2" x 3/16" 3" x 2' x 3/16" 3' x 2" x 3/16" 3" x 2" x 1/4' 31/2' x 21/2" x 5/1r 4" x 3' x 5/15" (1.22m) 812SH B12SH B12SH BI1SH 811SH ' B11SH 812SHA 812SHA 5'-0" 21/2" x 11/2' x 3/16" 21/2' x 11/z" x 3/16" 3" x 2' x 3/16 3" x 2' x 3/16' 3" x 2" x 1/4" 31i2' x 21/2" x 5/16' 4' x 3" x 5/16" 5" x 31/2' x 5he" (1.52m) B12SH B12SH BUSH 811SH B11SH' '. 612SHA 812SHA B11SHA 6'-0" 21/2" x 11/2' x 3/16' 3' x 2" x 3/16" 3' x 2" x 3/16" 3' x 2' x 1/4' 31/2' x 21/2" x 5/16" 4' x 3' x 5/16' 4' x 3' x 5/16' 5" x 31/2' x 5/16" (1.83m) B12SH BUSH BUSH BUSH 812SHA B12SHA 812SSHA B11SHA 7'-0" 3"x2"x3/16" 3'x2"x3/1fi" 3'x2"x1/4" 3'x2"x1/4" 31/2'x21/2"x5/16' 4"x3'x5/16' 5"x31/2"x5/16' 6"x4'x1/4" (Z.13m1 BUSH B11SH BIISH B11SH 812SHA B12SHA 81ISHA 2-612SHA 8"-0" 3' x Y x 3/16' 3" x 2' x 1/4" 3" x 2' x 1/4" 31/2' x 21/2" x 5/16' 31/2" x 21/2' x 5/15' 4" x 3' x 5/16' 5' x 31R' x 5/16' 6' x 4' x 1/4' (2.44m) 811SH BUSH 811SH B12SHA B12SHA B12SHA B11SHA 2-BI2SHA 9'41" 3"x2"x3/16" 3"x2'x1/4" 31/2"x21/2'x5/I6" 31/2"x21/2"x5/16' 31/2'x21/2"x5/15' 4"x3"x5/16' 5' x 31/2' x 5/16" 6"x4'x318' (2.74m) B11SH BIISH B12SHA 812SHA B12SHA" 812SHA 811SHA 2-311SHA 10'-0" 3" x 2' x 1/4" 3' x 2' x 1/4" 31/2" x 21/2" x 5/16" 31/2' x 21/2" x 5/16' 4' x 3' x 5/16" 5" x 31/2" x 5/I6" 6' x 4" x 1(4" 6' x 4' x 3/1' (3.05m) BUSH BI1SH B12SHA 812SHA B12SHA B11SHA 2-812SHA 2-SIISHA Reference: Table 3-14.1.6 standard for the installation of Sprinkler Systems, NFPA No. 13-1985, published by National Fire Protection Association. Fora RFFgt=NLC- bi 'L`! Strut Systems B-Line by 1 ,.T•id Plump Engineering Inc. OJ S.1904062.2 Shasta - Variety Pack Apr 22, 2019 at 7:58 AM S,1904062.2.r3d Plump Engineering Inc. of S.1904062.2 Shasta - Variety Pack Apr 22, 2019 at 7:58 AM S.1904062.2.r3d Loads: BLC 1, DL Plump Engineering Inc. OJ S.1904062.2 Shasta - Variety Pack Apr 22, 2019 at 7:59 AM S.1904062.2.r3d Company : Plump Engineering Inc_ Apr 22, 2019 Designer : OJ 7:59 AM Job Number : S.1904062.2 Checked By: GMP Model Name : Shasta - Variety Pack (Global) Model Settings Display Sections for Member Calcs Max Internal Sections for Member al 97 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (inA2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0. 50°/a Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness Gravity Acceleration (ft/see2) 32,2 Wall Mesh Size (in) 24 Eigensolution Convergence Tol. (1.E-) 4 Vertical Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 14th(360-10): ASD Adjust Stiffness? Yes(Iterative) RISAConnection Code AISC 14th(360-10): ASD Cold Formed Steel Code AISI S100-12: ASD Wood Code AWC NDS-15: ASD Wood Temperature < 100F Concrete Code ACI 318-14 Masonry Code ACI 530-13: ASD Aluminum Code AA ADM1-15: ASD - Building Stainless Steel Code AISC 14th(360-10): ASD Adjust Stiffness? Yes(Iterative) Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method Exact Integration Parrne Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? No Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column Max % Steel for Column RISA-3D Version 17.0.2 (J:\RISA-31DN20191S.1904062 Ir3d] Page 1 Company : Plump Engineering Inc. Apr 22, 2019 Designer : OJ 7:59 AM Job Number : S.1904062.2 Checked By: GMP Model Name : Shasta - Variety Pack (Global) Model Settings, Continued Seismic Code A C 7-10 SeismicElevation Not Entered Add a e ' h . Yes C X .02 Ct Z . 2 T X (sec) Not Entered T Z (sec) N t Entered R X R Z 3 Ct Exp. X .75 'CI Exp. Z .75 SD1 SDS 81 1 TL s 5 Risk Cat 1 or Drift Cat Other OrnZ Om X 1 Cd Z 1 Cd X " o Z "ho X opting Overtumirig SateFactor 1 • .tirnize for OTM/Slidin• No heck Concrete Bean No ooting Concrete Weight (k./ .145 Footing Concrete fc (ksi) 2.5 :ooting Concrete E(ksi)c 2850 lLambda 1 Footing Steel fy (ksi) 60 Minimum Steel . Maxirnum St 0.0075 Footing Top Bar Footing Top Bar Cover(in) 1.5 Footing Bottom Footing BottomBar Co (In) Pedestal6 Pedestat Cover n .5 PedestalTies Basic Load Cases Descri tion DL X Gra... Y G Z Gr v... Joint Paint Area e b...Surfa P Load Combinations SR .8 F BL FaBLC Factor BLC Fa. BLC F L 1_ DI- Oesc SYo-^ 0 Member Point Loads (BLC 1 : DL) Factor BLC Fac . 1011111111111111 Member Label li -ction Y M1 M..knit se k - 026 ocai ft %50 RISA-3D Version 17.0.2 [J:NR1SA-3D120 062.2.r3d1 Page 2 Company : Plump Engineering Inc. Designer : OJ Job Number : 5,1904062.2 Model Name : Shasta - Variety Pack Apr 22, 2019 7:59 AM Checked By: GMP Member AISC 14th(360-10): ASD Steel Code Checks Member M2 M3 Shape UC Max Loctft] Shear UC Locift] Dir Pm/0m IkTnt/om nyy/om.. zzio Cb Ean 318'OIAROD .005 0 .000 0 .063 2.371 .015 .015 1.667 H1-1b WV DIA ROD .005 0 .000 0 .063'' 2.371 .015 .015 .1.667 HI-1b Member Section Forces LC Member Label Sec Axial k Shea z Shea Tor k-ft v-v Mornen k-..z-z Moment 1 1 M1 1 0 0 .015 0 2 2 0 0 .014 0 .007 0 3 3 0 0 -.013 0 .014 0 4 4 0 0 -.014 0 .007 0 5 5 0 0 -.015 0 0 0 6 1 M2 1 -.015 0 0 0 0 0 7 2 -.015 0 0 0 0 0 8 3 -.016 0 0 0 0 0 9 4 -.016 0 0 0 0 0 10 5 -.016 0 0 0 0 0 11 1 M3 1 -.015 0 0 0 0 0 12 2 -.015 0 0 0 0 0 13 3 -.016 0 0 0 0 0 14 4 -.016 0 0 • 0 0 15 5 -.016 0 0 0 0 Joint Reactions C Joint Label Y rk MX k-ft MY -ft MZ -ft 1 1 N3 0 0 0 2 1 Ni 0 .0 6 0 0 0 0 3 1 N2 0 j.T 0 0 0 0 4 5 1 Totals: 0 . 3 0 1 COG (ft): X: 1 Y: -3.817 Z: 0 Mw 7/," 1, 7 VP,LL 1"4 Ito < Ito 2. Oro I f RISA-3D Version 17.0.2 [JARISA-3M20191S.1904062.2.r3d] Page 3 COL ' Fig. 5XTse = Set Screw Up Set Screw Down (r. r Purvering Business Wriifilunde C12.717.) Please specify using the part numbers below to order the manufactured in the USA version of the Fig. 65XT. All orders for the 65XT will be filled with the manufactured in the USA version. FIG. 65XT 3/8" REV BEAM CLAMP XT EG - Electro Galvanized Part# Y205003XTE FIG. 65XT 3/8" REV BEAM CLAMP XT PLN Plain Part# Y205003XT Features: • Extruded holes allow for more thread engagement of threaded rod and set screw • Higher load rating than competitors because material has not been engineered out of product • Reversable, while most are non-reversable • Install set screw up or down, unlike competitor • Manufactured in the USA clamp now available • Samples available upon request (Part #12560678) eight: Approx. wt./100 - 28 lbs. (12.7 kg) lbs, (3,25 lc Finish: Plain or Electro-Galvanized Order By: Part number or finish Approvals: UL listed and FM approved for up to 4" (100 mm) pipe USTED AP PRi1VF I) If you have. any questions or need assistance, please contact your local Authorized Manufacturing Rep or Customer Service: t" t.toe 8-Line Ovv•sron 4- Eaton 509 West Monroe S'•eec ;'" • 2. 1000 Eaton Boulevard Fliontarid, IL 62240 Cleveland, OH 44122 United States' Phne. oB00-851-7415 5. - 0 Elown_co,, -7-30 wwwcooperhfirie aindocritaccon Phone 800-851-7415 Web: www.cooperbfine.cornitolco 82 2016 Eaton At Rights Reserveo Prinzeo . LSA Pubticolten No SA310008EN Febrvary 2016 65XT-169 Eaton ,s a reg stereo traoernarL All other oactemarl,e are Orooe'ry of their respeave covners < 0 .'• 004 Y I Follow trs on sec,a1 wdia11 pm the latest product and support information. . . rot q(AgeucC SIDEWINDER FOR WOOD - Horizontal Application • .1 1/4 4(6 Lfce 0.LIft( o.C. 3.(0 q.co# . soo #14 Siti Red Nut Driver Pan N 8114910 • May require pre-irng: con$4,oistmcter. Application Product Features Nol lass Oran 7 nominal earith (1.1f7) up /0 3.117 Pipe: n0111655 ton 3' (21.12) norniol virSh 4' 5" Pipe 44. * 12. ( Minimum 2-117 from bottom for branch lines. Minum 3' from bol- Iom1wmaoj lines. Exception: This rcquiremont shall not apply N 2" or !hider naifing stops resEng on lop of steel beams. C • No pre -drilling requiied, • Quick to install using the Sammy Nut Driver with an 18V cordless dritIldriver. • Saves lime from traditional methods. • Reduces installation costs. • Manufactured in the U.S.A. c) Wad,. arrostw000 .L wwwitadmilttaccom Rod Part Approvals Size Number iR12011417 /S) Model Screw Ultimate UL Test Descriptions Pullout (lbs) Load (lbs) 114' 8019957 SWG 200 114 x 3/8" arlr 3/8' 318- air 8020957 8021957 8073925 8022925 8023925 SWG 10 SWG 20 SWG 20-SS SWG 25-380 SWG 30 1/4x1" 114x2' 1/4 x 2' 318 x 7-10 114x 3" 1725 (Fir) 622 (Fw) 1725 (Fir) 1725 (Fir) 2249 (Fir) 1884 (Fir) 1050 850 1500 Box Case Qtj City 25 125 25 125 25 125 25 125 25 125 25 125 SAMMYS SWIVEL HEADTM FOR WOOD - Swivel Application "t1 tt 814 Mack Nut NW Parr 8113910 *14 SH Grange l.'at Driver Part 8 8273910 Application Product Features • Ellminales distortion of threaded rod. • Accommodates up to 3 A" x 12 pitch root • A8ows 17' deflect/op from vertical • Saves 'lime from trarDtional methods. • Reduces installation costs. • Manufactured in The USA Rod Part Screw Ultimate UL Tes Load FM Test Min Box Case APPrwia's Size Number Model Descriptions Pullout (lbs) (lb ) Load (lbs) Thickness City City 3t8" 8139957 SI-I-GST 20 1/4 x 7 1257 (Fir) 1050 1475 25 125 1903 Dim. Lumber 1500 Yr 8269957 SH-GSTIGST 20 5/16 x 1-3/4' 1406 @ 45'o5vertical 850 45' Dim. Lumber 903 Cirri. Lumber 117 8303957 SH-GST/CST 2.0 5/16 x 1-3/4" 1406 © 45'e31vertical Dirn. Lumber ' May requirt pra-dr::.ng ocansoli joist manufacture,. r qeFeLeNce DPLY 25 125 25 575 To find a distributor near you, cal 800-BUILDEX a PLUMP E OINEERIN Client: LI ; LI= STRUCTURAL CALCULATION REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2020 City of Tukwila BUILDING DIVISION Project: Shasta Beverages Inc. — Variety Pack Air & Gas Lines Location: 1227 Andover Park East, Tukwila, WA 98188 Building Code: 2015 IBC Plump File No: S.1904062.2 By: O.J. Date: April 19, 2019 Revisions: Client Revisions — 01/20/2020 These calculations not valid unless s'•ned and sealed in s.iace above. RECEIVED nIL CITY OF TUKWILA FEB 07 2020 PERMIT CENTER 914 E. Keene Avenue, Anaheim, CA 92805 (714) 385-1835 Fax (714) 385-1834 PLUMP Engineering, Inc. 914 E. KateIla Ave. Anaheim, California 92805 P:714.385.1835 F:714.385.1834 inc www.peica.com LATERAL ANALYSIS: Pipe Support 2015 IBC - Seismic Load Fa = 1.000 Ss = 1.432 1p = 1.00 SMS Fa x Ss = 1.432 Rp = 3.00 Sos = 0.67 x Sms = 0,955 ap = 2.50 Fp(max) = 1.6SosIpWp = Fp = 0.4apS0slp(1+2z/r)/FtpWp = Fp(min) = 0.3S0s1pWp= SEISMIC COEF. = VERTICAL COEF. = 1.53 Wp ASCE 7-10 EQ. 13.3-2 0.95 Wp ASCE 7-10 EQ. 13.3-1 0.29 Wp ASCE 7-10 EQ. 13.3-3 0.67 Wp (ASD) 0.13 Wp (ASD) z = 1.00 r = 1.00 Ckj= 2.50 PIPE SUPPORT DESIGN lypg 2" Copper Type L (Air) GRAVITY TRAVERSE LONGITUDINAL VERTICAL Weight Qty Total Weight 1 75 x 1 = 1.75 Of + 5% Misc. 0.09 plf 1.84 plf 14.00 ft 0.00 ft 0.00 ft 0.00 ft Dead Load Lateral Load Lateral Load Lateral Load 26 Ib 0 Ib 0 Ib 0 Ib PIPE SUPPORT DESIGN Type Weight Qty Total Weight 1" Schedule 40 (Gas) ---, 1.68 x 1 = 1.68 plf + 5% Misc. 0.08 plf 1.76 plf GRAVITY TRAVERSE LONGITUDINAL VERTICAL 14.00 ft 0.00 ft 0.00 ft 0.00 ft Dead Load Lateral Load Lateral Load Lateral Load 25 Ib 0 Ib 0 Ib 0 Ib 4/19/2019 U.S. Seismic Design Maps 1227 Andover Park E, Tukwila, WA 98188, USA Latitude, Longitude: 47.44307149999999, -122.25218389999998 Goodwill Tukwi Regal Cinemas Parkway Plaza 1 2 Go91e Date Design Code Reference Document ASCE7-10 Risk Category Site Class D - Stiff Soil OSH PD Work 'n More - Tukw The Home Depot. Les Schwab Tire Center • Type Value Description S5 1.432 MCER ground motion. (for 0.2 second period) Si 0.534 MCER ground motion. (for 1.0s period) SMS 1.432 Site -modified spectral acceleration value Srwri 0.8 Site -modified spectral acceleration value SOS 0.955 Numeric seismic design value at 0.2 second SA Sot 0.534 Numeric seismic design value at 1.0 second SA 4/19/2019, 9:22:43 AM Type Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2 second Fv 1.5 Site amplification factor at 1.0 second PGA 0.588 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAM 0.588 Site modified peak ground acceleration 6 Long -period transition period in seconds SsRT 1.432 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.509 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 3.116 Factored deterministic acceleration value. (0.2 second) S1RT 0.534 Probabilistic risk -targeted ground motion. (1.0 second) S1UH 0.572 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 0.996 Factored deterministic acceleration value. (1.0 second) PGAd 1.119 Factored deterministic acceleration value. (Peak Ground Acceleration) CRs 0.949 Mapped value of the risk coefficient at short periods CR1 0.932 Mapped value of the risk coefficient at a period of 1 s t.0 .e Map data ©2019 Goggle https://SeiSmicmaps.org 1/2 4/19/2019 U.S. Seismic Design Maps MCER Response Spectrum 1.5 1.0 0.5 0.0 0 2 4 Period, T (sec) Sa(g) Design Response Spectrum 1.00 0.75 0.50 0.25 0.00 0 6 2 4 Period, T (sec) — Sa(g) DISCLAIMER While the information presented on this website is believed to be correct, SEAOC /OSHPD 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 retied 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. https://seismicmaps.org 2/2 Reference Data Pipe Size In, (mm) 1/4' (6) 3/8" 1101 1/2" (15) 5/8 (17) 3/4" 1201 1' (25) 11/4 (321 0.D. Size In. Imm) .375 19.5) .500 (12.7) .625 (15.9) .750 (19.0) .875 122.21 1.125 (28.6) 1.375 (34,9) 1.625 (41.3) Wall Thickness Weight of Tubing In. (mm► Lbs1Ft. (kg/m) .12 (.17) .20 (.30) .28 1.41) .36 1.53) .45 1.67) 65 (.97) .88 (131) .030 (.7) .035 (.9) .040 (1.0) .042 (1.01 .045 11.11 .050 (1.3) .055 (1.4) .060 (1.5) Weight of Tubing Filed With Water tbs.lf (kghn) .15 1.21) .26 (.39) .38 (.56) .51 1.75) .66 1.01 (1.50) 1.42 (2.11) 1.91 (2.83) 3.09 (4.59) 4.54 (6.75) 6.28 (9.34) 8.28 (12.32) 10.57 115.721 15.69 (23.341 21.81 (32.46) 39,49 (58.891 3' (80) 31/2° (90) 4" 1100) 5' (125) 6' (150) 8" 1200) 2.625 166.7) 3.125 (79.4) 3.625 1911► 4.125 (104,81 5.125 (130.2) 6.125 (155.6) 8.125 (206.4) .080 (2.01 .090 (2.3) .100 12.5) .110 (2.81 .125 (3.21 .140 (3.5) .200 15.1) 3.33 (4.95) 4.29 (6.38) 5.38 18.00) 7.61 (11.32). 10.20 (15.18) 19.29 (28.70) Dimensions taken from ASTM B88-83. Copper Tubing (Type K) Data Nominal Wall Pipe Size 0.D. Size Thickness in. (mm) In. Imm) In. (mm) Weight of Tubing Lbs./Ft. (kg/m). Weight of Tubing Filled With Water thsjFt (kghn) 1/4' (61 .375 (9.5) .035 (.9) .1,4 (.21) .17 (.25) 3/8' 110) .500 (12.7) .049 (1.21 .27 (.40) .32 (.47) 1/2" (151 .625 (15.91 .049 (1.21 .34 1.50) .43 (.63) 5/8" {17) .750 (19.0) .049 11.2) .42 (.62) .56 (.83) 3/4' 1201 .875 122.2) .065 11.6) .64 1.95) .83 (1.231 1" (25) 1.125 128.6) .065 (1.61 .84 (1.25) 1.18 (1.75) 11/4' (32) 1.375 (34.9) .065 (1.6) 1.04 (1.55) 1.57 (2.341 11/2' (40) 1.625 (41.3) .072 11.8) 1.36 (2.02) 2.10 13.12) 2' (50) 2.125 (54.01 .083 (2.11 2.06 (3.06) 3.37 (5.011 21/2" {65) 2.625 166.7) .095 (241 2.92 (4.34) 4.92 (7.31) 3' (80) 3.125 179.4) .109 12.8) 4.00 (5.95) 6.96 (10.35) 31/2' 1901 3.625 (92.1) .120 (3.01 5.12 (7.621 9.02 (13.42) 4' (100) 4.125 (104.81 .134 13.4) 6.51 (9.69) 11.57 (17.22) 5" (1251 5.125 (130.2) .160 (4.0) 9.67. (14.39) 17.67 126.29) 6' (150) 6.125 1155.6) .192 14.91 13.87 (20.60) 25.07 (37.27) 8' (200) 8.125 (206.4) .271 16.9) 25.90 (38.50) 45.40 (67.52) Dimensions taken from ASTM 888-83. 1 cubic ft. of water weighs 62.41 lbs. 1 cubic meter of water weighs 999.97 kg. 1 gallon (U.S.) weighs 8.335 lbs. 1 liter weighs .999 kg. F gereRpNcc Eaton 309 B-Line series Pipe Hangers & Supports Reference Data STANDARD WEIGHT SCHEDULE 40 STEEL PIPE Nominal Tubing Size In. mm Outside Diameter In. mm Inside Diameter In. mm Nominal Weight Per 100 Ft. (30.5m) Plain End Lbs. kg Weight of Pipe Filled With Water Per 100 Ft. (30.5m) Lbs. kg 3/8" (101 .675 (17.1) .493 (12.5) 57.0 (25.9) 65.3 (29.6) " .840 (21,3) .622 (15.8) 85 (38.6) 98.2 (44.5) 3/4 (20) 1,050 (26.7) .824 (20,9) 1 3. (51.31 136.1 (61.7) 1" 2 1 .315 (33.4) 1.049 (26.6) 168.0 76.2) 205.5 (93.2) 1 4" 2) 1 .660 (42.2) 1.380 (35.1) 27 0 103.0) 291.8 (132.4) 11/2" (40) 1 .900 148.31 1.610 (40.9) 2 .0 (123.4) 360.2 (163.4) 2" (50) 2.375 (60.3) 2.067 (52.5) 365.0 (165.6) 510.4 (231.5) 21/2" (65) 2.875 (73.0) 2,469 (62.7) 579.0 (262.6) 786.5 (356.8) 3" (80) 3.500 (88.9) 3.068 (77.9) 758.0 (343.8) 1078.4 (489.2) 31/2" (90) 4.000 (101.9) 3.548 (90.1) 911.0 (413.2) 1339.5 (607.6) 4" (100) 4.500 (114.3) 4.026 (102.3) 1079.0 (4.89.4) 1630.7 (739.7) 5" (125) 5.563 (141.3) 5.047 (128.2) 1462.0 (6631) 2329.1 ' . (1 056.4) 6" (150) 6.625 (166.3) 6.065 (154.1) 1897.0 (fr60.) 3149.1 * (1428.4) 8" (200) 8,625 (219.1) 7.981 (202.7) 2855.0 (1295.0) 5023.2 (2278.5) 10" (250) 10.750 (273.1) 10.020 (254.5) 4048.0 (1836.1) 7465.6 (3386.3) 12" (300) 12.750 (323.9) 12.000 1304.8) 4956.0 (2248.0) 9857.7 (4471A) 14" (350) 14.000 (355.6) 13.250 (336,6) 5457.0 (2475.3) 11433.1 (5185.9) 16" (400) 16.000 (406.4) 15.250 (387.4) 6258.0 (2838.6) 14174.3 (6429.4) 18" (450) 18.000 (457.2) 17.250 (438.2) 7059.0 (3201.9) 17187.9 (7796.3) 20" (500) 20.000 (508.0) 19.250 (489.0) 7860.0 (3565.2) 20473.7 (9286,7) 24" (600) 24.000 (609.6) 23.250 (590.6) 9462.0 (4291.9) 27862.5 (12838,2) Dimensions taken from ASTM A 53-82. 1 cubic ft. of water weighs 62.41 Lbs. 1 cubic meter of water weighs 999.972 kg. 1 gallon (U.S.) weighs 8.3351bS. 1 liter weighs .999 kg. '• TRAPEZE HANGERS USING B-LINE STRUT OR ANGLE IRON Length of Trapeze Bar 21/z" (65mm) or less 3" (80mm) Nominal 31/2" (90mm) Pipe Sizes 4" (100mm) .. 5" (125rtn). 6" (150mm) 8" (200mm) 10" (250mm) 1%6" 1/2" x11/2" x 3/16" 11/2' x 11/2" x3/16" 11/2" x11/2" x /16" 2" x 11/2" x 3/16" 2' x 11/2- x 3116" 21/2' x 11/2" x 3/16' 3' x 2' x3/16' 3" x 2' x 1/4" (0.46m) B24SH B24SH 824SH 13225H 822SH B12SH [DISH B11SH 2%0" Or x11/2" x3/16" 2" x 11/3'x 3/16" 2" x11/2" x 3/i6" 2" x 11/2" x 3/16" 21/2'x 11/2" x3/16" 21/2" x 11/2" x 3/16" 3" x 2' x 3/i6' 3" x 2" x 1/4- (0.61m) B245H B225H B22SH 822511 B12SH BUSH B11SH B11SH 2'-6" 2" x 11/2' x 3/16" 2" x 11/2" x3/16" 2" x11/2" x 3/16' 21/2'x 11/2' x3/16" 21/2' x 11/2' 0/16" 3" x 2" x 3/16" 3' x 2" x 1/4" 3' x 2" x 1/4" (0,76m) 8225H 8228H 822SH B12SH B12SH B11SH B11SH 811511 3-0" 2" x 11/2" x 3/16" 2' x 11/2" x 3/16" 21/2" x 11/2" x 3/16- 21/2' x 11/2" x 3/16" 3" x 2" x 3/16" 3" x 2" x /it 31/2" x 21/2" x 1/4" 31/2" x 21/2' x (0.91m) 822SH 822SH 812SH B I2SH B11SH - B11SH 1312SHA B12SHA 4%0" 21/2' x11/2" x 3/16- 21/r x )1/3' x 3/16- 21/2' x Or x 3/16- 3" x r x 3/16- 3' x 2' x 3/i6" 3" x 2" x 1/4' 31/2' x 21/2' x 5/I6" 4" x 3" x 5/16' (1.22m) B12SH 612511 B12SH B11SH BUSH - B11SH 812SHA B12SHA 5-0" 21/2- x 11/2' x 3/1r 21/2" x IV x 3/16. 3' x 2" x 3/i6- 3' x 2" x 3/16" 3" x 2' x 1/4" 31/r x 21/2" x 5/16' 4' x 3" x 5/16' 5" x 31/2' x (1.52m) B12SH B12SH BUSH B11SH BUSH-. '. ' B12SHA B12SHA B11SHA V-0" 21/2- x 11/2' x 3/16" 3' x 2" x 3/16" 3' x 2' x 3/16" 3" x 2" x 1/4" 31/2' x 21/2' x 5/16" 4' x 3' x 5/16" 4' x 3' x 5/16" 5' x 31/2" x 5/16" (1.83m) B12SH B11SH B11SH B11SH B12SHA B12SHA B12SHA B11SHA 7-0" 3" x 2" x 3/16" 3" x 2" x 3/16" 3" x 2" x 1/4" 3" x 2" x 1/4" 31/2' x 21/2" x 5/16" tr x 3" x 5/16" 5" x 31/2" x 5/16" 6' x 4' x 1/4- (2.13m) BI1SH BUSH B11SH BUSH BI2SHA* B12SHA B11SHA 2-B12SHA 8'-0" 3" x r x3/16" r x 2" x 1/4" 3' x 2' x1/4" 31/2" x 21/2" x 5/16" 31/2" x 21/2" x 5/16" 4x3" x 5/16" 5" x 31/2" x 5/16" 6" x 4' x 1/4' (2.44m) BUSH 811SH BUSH B12SHA B12SHA 812SHA B11SHA 2-B12SHA 3" x 2' x 3/16" 3' x 2' x 1/4' 31/2" x 21/2' x 5/16" 31/2" x 21/2" x 5/16° 31/2' x 21/2" x 5/16" 4" x 3' x 5/16" 5' x 31/2" x 5/t6" 6" x 4" x 3/8" (2.24m) B11SH B11SH BI2SHA B12SHA B12SHA , B12SHA B11SHA 2-611SHA 10%0" 3" xr x 1/4" 3" x 2" x 1/4' 31/2" x 21/2' x 5/16' 31/2" x21/2" x 5/(6" 4' x 3' x 5/11(); S' x31/2" x 5/16" 6' x 4" x1/4" 6' x 4' x 3/r (3.05m) B11SH B11SH B12SHA B12SHA B12SHA B11SHA 1-B12SHA 2-B11SHA Reference: Table 3-14,1.6 standard for the installation of Sprinkler Systems, NFPA No 13-1985, published by National Fire Protection Association, FOR qcFer2ia' On) Strut Systems B-Line by nisra i"" Plump Engineering inc. 0 S.1904062.2 Shasta - Variety Pack Apr 22, 2019 at 7:58 A S.1904062,2s3d Shasta - Variety Pack Apr 22, 2019 at 7:58 AM S.19040622.r3d Loads: BLC 1, OL Plump Engineering Inc. OJ S.1904062.2 Shasta - Variety Pack Apr 22, 2019 at 7:59 AM S.1904062.2. rid Company Plump Engineering Inc. Apr22,2019 Designer vv ':vuAM Job Number &190406z2 Checked By: GMP !9J! !q Model wemo : Shasta ' Variety Pack (Global) Model Seffinqs �Display Sections for MembrCaIcs 5 Max Internal Sections for Member Ca|cs 97 Include Shear Deformation? Yes increase Nailing Capacity for Wind? Yea Include Warping? Yen Trans Load Bbwn Intersecting Wood Wall? Yes Area Load Mesh (i « 144 Merge Tolerance (in) .12 P-De|taAnalysis Tolerance 0,50Y6 ` Include P-Delta for |o? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration (fVson^2) 32,2 Wall Mesh Size (in) 24 Eigenno|utinn ConvergenneToi (1,E') 4 Vertical Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AIEC14th(36O 0/ASQ Adjust Stiffness? Yes(iterative) R|8ACnnnootinnCodm A|GC14th(3G0-1O), AS Cold Formed Steel Code A1518100-12:ASD Wood Code AVVCNOS-15:AGD Wood Temperature <1OOF Concrete Code AC|31G'14 Masonry Code AC|530'13:ASO Aluminum Code AAADYW1'15:ASD'Building Stainless Steel Code A|SC 14th(360'10):ASD Adjust Stiffness? Yes(Iterative) Number ofShear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method Exact Integration PanneBeta Factor (PCA) Concrete Stress Block Rectangular ' Use Cracked Sections? Yes Use Cracked Sections Olmb7 No Bad Framing Warnings? No Unused Force VVamings7 Yes Min 1 BarDiarn. 8pooLno? No Concrete Rebar Set RE8AR SET ASTKAA515 Min 96Steel for Column 1 Max Y6 Steel for Column 8 Company Plump Engineering Inc. Designer CU Job Number s.1SU*V62.2 Model Name Shasta - Variety Pack Checked By: GMP 1g 7:59 AM (Global) Model Seffinqs, Continued Seismic Code ABCE7-1O Seismic Base Elevation (ft) Not Entered Add Base Weight? Yes CtX .Q2 CtZ �O2 TX( Not Entered TZ(aec) Not Entered CtExp. X .75 CtExp.Z 75 SD1 1 SDG 1 G1 1 TL(aed 5 Risk Cat | orU Drift Cat Other ' OM 1 Om 1 CdZ 1 CdX 1 Rho 1 Rho 1 Footing Overturning Safety Factor 1 Optimize for OTN1/G||ding No Pheck Concrete Bearing No Footing Concrete Weight (k/ft^3) .145 Footing Concrete yo(ko)> 2.5 Footing Concrete En(ksi) 2850 Lambda 1 Footing Steel fy(koi) 60 Minimum Steel 0.0018 Maximum Steel 0.0075 'Footing Top Bar #G Footing Top Bar Cover (in) 1.5 Footing Bottom Bar #R Footing Bottom Bar Cover (in) 3 Pedestal Bar #G Pedestal-- Bar Cover (in) 1.5 - Pedestal Ties #4 Basic Load Case [ + O D Joint Point istrii ... Are M m - afa mP Load Combinations Member Point Loads (BLC I: DL) Member Label JDire ion - YN1 | Y Location 0SA'3DVersion 17.O.2 U:NR|SA-3D\2019\Si19040622r3d Company : Plump Engineering Inc, Designer : OJ Job Number : S.1904062.2 ...„ ..m,R Model Name : Shasta - Variety Pack Apr 22, 2019 7:59 AM Checked By: GMP Member AISC 14th(360-10): ASD Steel Code Checks LC Member Shape UC Max Loctftl Shear UC L Dir Pnciom Iki Pm Eki Mnvv/om..Mn 1 1 M2 Ns" DIA ROD ,005 0 .000 0 .063- 2.371 .015 .015 1.667 H1- b 2 1 M3 /8" DIA ROD .005 0 .000 0 .063' 2.371 .015 .015 1.667 H1-1b Member Section Forces LC Member Label Sec Axial Shearfk z Shearfkl Tor ue -ft v-v Momen k- z-z Momen k- 1 1 M1 1 0 0 .015 0 0 0 2 2 0 0 .014 0 .007 0 3 3 0 0 -.013 0 .014 0 4 4 0 0 -.014 0 .007 0 5 5 0 0 -.015 0 0 0 6 1 M2 1 -.015 0 0 0 0 0 7 2 -.015 0 0 0 0 0 8 3 -.016 0 0 0 0 0 9 4 -.016 0 0 0 0 0 10 5 -.016 0 0 0 0 11 1 M3 1 -.015 0 0 0 0 0 12 2 -.015 0 0 0 0 0 13 3 -.016 0 0 0 0 0 14 4 -.016 0 0 '' 15 5 -.016 0 0 Joint Reactions Joint abel X Y Ek k M k- M -ft MZ k-ft 1 1 N3 0 0 0 0 0 0 2 1 N1 0 .0 6 0 0 0 0 3 1 N2 0 .01 0 0 0 0 4 1 Totals: 0 . 3 5 1 COG (ft): X: 1 Y: -3.817 Z: 0 MA' e sktav ii4 < 2. rp RISA-3D Version 17.0.2 [JARISA-30\201915.1904062.2.r3d] Page 3 LCOTm Fi. 6 5X . tu De- C Set Screw Up Set Screw Down 0 •\!•r Powering B1151)7E55 Worldwide Please specify using the part numbers below to order the manufactured in the USA version of the Fig. 65XT. All orders for the 65XT will be filled with the manufactured in the USA version. FIG. 65XT 3/8" REV BEAM CLAMP XT EG - Electro Galvanized Part# Y205003XTE AG. 65XT 3/8" REV BEAM CLAMP XT PLN - Plain Part# Y205003XT Features: • Extruded holes allow for more thread engagement of threaded rod and set screw • Higher load rating than competitors because material has not been engineered out of product • Reversable, while most are non-reversable • Install set screw up or down, unlike competitor • Manufactured in the USA clamp now available • Samples available upon request (Part #12560678) Weight: Approx. wt./100 - 28 lbs. (12.7 kg) rDesigroad: 730 lbs, (3,25 kNi Finish: Plain or Electro-Galvanized Order By: Part number or finish Approvals: UL listed and FM approved for up to 4" (100 mm) pipe APPROVE') If you have any questions or need assistance, please contact your local Authorized Manufacturing Rep or Customer Service: 122.7) Phone: 800-851-7415 Web: wvvw.cooperbline.comitolco 0 6 s pl A 0 — ° ° 9-U0e OiviTaon -, • c 2- 4- Eaton 5091Nesc Monroe Street 10.011 Eaton Bouleva‘d Hignland, II, 02249 Cleveland, OH 44172 Unaea Slates 5 . 2- 0 0 0-4. Z, I .. o limed States Phone B00-85 1-74 ' 5 —....--'"--- -....- Eaton.eonl -7-3 0 . '•OK fl Y ( wwwcoopeetdme earnicrroi.c.4.s 0 2010 Eaton Follaw tr$ on lock,' media us yet the At RIghts Reserve° Eaton ,s a rcgStered tragerlar, blest croduct and supper( infemadar. Pon-e4 1n USA ' - . . . . . Pubheahen hlo SA310008EN Atl v:her ffenernah:s afe propelv February 2016 G5XT-16R of he respect.ve owners. 1. : :. ik! 4:* ' si ''.:- rq,(2eft)6€ ONL_A( SIDEWINDERS FOR WOOD - Horizontal Application /74QS L‘ 0tF 1( Vr o.C.3.0 14- Vets y soo Application Product Features Nol less thmt 2' nominal width (1.112) W to 3-112" pups; not less Ryan 3" (2-1r2') nominal width 4' b 5' pipe 4-4 Approvals U• 814SWRed _ Nut Driver Pan 08114910 'Myra Rod Size 1/4' 3/8" 318" 3/8' 3/8- 3/8' 4 Minimum 2-112' from bottom for branch lines. Minimum 3" from bot- tom for main lines. Exception: This requirement shall not apply lo 2' or Pukes na/rrg ships res8ng on lop of steel beams. ogiA Part Number 8019957 8020957 8021957 8073925 8022925 8023925 prad0'irg: conadloist manufacturer. Model SWG 200 SWG 10 SWG 20 SWG 20-SS SWG 25.380 SWG 30 Screw Descriptions 1(4 x 2° 1/4x1' if4x2' 1/4x7 318 x 2-l/2° 1/4x3' Ultimate Pullout (Ibs} 1725 (Fir} 622 ;Fir) 1725 (Fir) 1725 (Fir) 2249 (Fir) 1884 (Fir) • No pre-drillir( required. • Quick to install using the Sammy Nut Driver with an 18V cordless drilVdriver. • Saves time tram traditional methods. • Reduces installaticn costs. • Manufactured in the U.S.A. UL Test Load (Ibs} 1050 850 1500 Orwmgravo u1 dex.com Box Qty 25 25 25 25 25 Case Qty 125 125 125 125 125 125 SAMMYS SWIVEL HEAD FOR WOOD - Swivel Application it akd 914 Stack Nut Dover Peal( 8113910 !I4SFrC ara Part Driver Part # 827391 Application Product Features • Eliminates distortion of threaded rod. • Accommodates up lD 3 %i is 12 pitch rood. • Allows 17' defleo1ioo from vertical. • Saves tare from tradifsorlal methods. • Reduces installation costs. • Manufactured inlhe U.S.A. Approvals Rod Size Part Number Model Screw Descriptions Ultimate Pullout (Ibs) UL Tes Load FM Test Min Box Case (lb ) Load(Ibs). Thickness Qty Qty 3/8' 8139957 SH-GST 20 114 x 2" 1257 (Fir) 1050 1903 Dirt. Lumber 3/8" 8269957 SH-GSTICST 20 5/16 x 1-3/4° 1406 @ 45°off vertical D:m. Lumber 903 Dim. Lumber UZ 8303957 SH-GST/CST 2.0 5/16 z 1-3/4' 1406 @ 45'00 vertical Dim. Lumber 1500 850 45° 1475 25 125 25 125 25 125 To find a distri0utor near you. call 600-BUILDEX r david kehle February 7, 2020 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 New Palletizer for Variety Pack Area Revised Compressed Air Piping M19-0088 Dear Mr. Hight, 0 The ownership has had new engineering for compressed air line sizes to the Variety Pack equipment and Palletizer. The revised drawings are attached. As the Design Professional In Responsible Charge, I have reviewed the attached permit submittal, drawings and calculations, for the Variety Pack Palletizer for the compressed air lines . Drawings were prepared by Plump Engineering, Inc. I believe these are adequate for permit submission. Please accept for permit review. Sincerely, David Kehle TVISIONNoot MO 0088 RECEIVED CITY OF TUKWILA FEB 07 2020 PERMIT CENTER 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director October 14, 2019 David Kehle 1916 Bonair Dr SW Seattle, WA 98116 RE: Request for Extension #1 Permit Number M19-0088 Dear David, This letter is in response to your written request for an extension to Permit M19-0088. The permit expiration date has already been extended to 04/06/2020 due to its issuance on 10/09/2019. No additional permit extension has been processed at this time. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, ciAA.66-d c() Kandace Nichols Permit Technician File: Permit No. M19-0088 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov david kehle October 10, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: RE: Mr. Jerry Hight Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Palletizer Air M19-0088 Dear Mr. Hight, Curren Requt "for Extension # 1 Date: q Extension Request: n Approved for n Denied ide explanation) days Signature/Initials RECEIVED CITY OF TUKWILA OCT 1 1 2019 PEWIT 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, David Kehle 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com f 7 City of Tukwila Department of Community Development 10/1/2019 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Permit Application No. M19-0088 SHASTA BEVERAGES, INC - PALLETIZER AIR 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 COMMENTS OUT 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 Building 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: M19-0088 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 david kehle October 1, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn; Mr. Kandace Nichols RE: Shasta Beverages, Inc Mechanical Permit Palletizer M19-0088 1227 Andover Park East Dear Ms. Nichols, I am in receipt of a correction letter #2 from Lee Sipe with a comment on the above - mentioned project. There was only one department comment with responses below: Building Department (Lee Sipe) 1. Plump Engineering has changed the general notes to be specific for this project and has given me new drawings for the compressed air piping for the VP Palletizer, they call as Main Building Palletizer. I am include the new drawings (three sheets). I have included 2 copies of the new plans for the compressed air piping. This should accomplish what you requested. Sincerely, CORRECT ON LTRO David Kehle Encl. 2 sets of revised plans P001.P100,P101 RECEIVED CITY OF TUKWILA OCT 0 1 2019 PERMIT CENTER MN 0 0 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com City of Tukwila Department of Community Development September 18, 2019 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Correction Letter # 2 MECHANICAL Permit Application Number M19-0088 SHASTA BEVERAGES, INC - PALLETIZER AIR - 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: BUILDING - C DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. • General notes supplied for this correction letter #1. Are not for this project "Palletizer air". General notes sent are for "Glycol Room". 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. [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. Since Y, 060-0 c-cY) K ndace Nichols Permit Technician File No, M19-0088 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 davit! kehle June 25, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn; Mr. Kandace Nichols RE: Shasta Beverages, Inc Mechanical Permit Palletizer M19-0088 1227 Andover Park East Dear Ms. Nichols, I am in receipt of a correction letter #1 from Lee Sipe with a comment on the above - mentioned project. There was only one department comment with responses below: Building Department (Lee Sipe) 1. I have revised the letter to be specifically for the air piping system attached. 2. Plump Engineering has changed the general notes to be specific for this project. I have included 2 copies of the general note page from Plump, my revised letter and the revision submittal form. The plans have been clouded and flagged with rev 1. I trust this will answer your comments. Sincerely, David Kehle CORRECT ON Encl. 2 sets of revised plans G001 LTR# VIM 0088 RECEIVED CITY OF TUKWILA SEP 13 2019 PERMIT CENTER 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com david kehle June 25, 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 New Palletizer for Variety Pack Area Compressed Air Lines Dear Mr. Hight, As the Design Professional In Responsible Charge, I have reviewed the attached permit submittal, drawings for the compressed air lines for the Variety Line Palletizer. Drawings were prepared by Plump Engineering, Inc. I believe these are adequate for permit submission. Please accept for permit review. Sincerely, David Kehle RECEIVED CITY OF TUKWILA SEP 13 2019 PERMIT CENTER CORRECTION LTR# IIVV0088 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com , City of Tukwila Department of Community Development June 25, 2019 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Correction Letter # 1 MECHANICAL Permit Application Number M19-0088 SHASTA BEVERAGES, INC - PALLETIZER AIR - 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: BUILDING - M DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. Please Note: The letter from Design Professional in Responsible Charge is not the correct letter for an airline installation. This letter is for Palletizer and anchoring of conveyors and equipment. Please provide correct letter. Please make note of General Notes, over half of them do not apply to this project, and one refers to California. 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. If you have any questions, I can be reached at . Sincerely, andace Nichols Permit Technician File No. M19-0088 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 \ david kehle 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 New Palletizer for Variety Pack Area Dear Mr. Hight, As the Design Professional In Responsible Charge, I have reviewed the attached permit submittal, drawings and calculations, for the Variety Pack Palletizer and including structural engineering for the anchoring of the conveyors and equipment cuts. Drawings were prepared by Plump Engineering, Inc. I believe these are adequate for permit submission. Please accept for permit review. Sincerely, David Kehle M 1916 Banair Drive S.W. Seattle, WA 98116 RECEIVED CITY OF TUKWILA MAY 2 9 2019 PERMIT CENTER I ci 00 88 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com Th PERMIT COORD COM PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0088 DATE: 000A020 PROJECT NAME: SHASTA BEVERAGES. INC - PALLETIZER AIR SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # 2 after Permit Issued DEPARTMENTS: NAW Building Division Public Works fkl\A N.ft \(')/(3 Fire Prevention Structural Planning Division Permit Coordinator rip PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 03/12/2020 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Approved with Conditions Denied (le: Zoning Issues) DUE DATE: 04123/2020 Fire Fees Apply DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire El Ping 0 PW Ej Staff Initials: 12/18/2013 '400 cor"/ PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0088 DATE: 02/07/2020 PROJECT NAME: SHASTA BEVERAGES, INC - PALLETIZER AIR SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: 911k G Building Division Public Works ire Prevention Structural Planning Division Permit Coordinator III PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 02/11/20 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DUE DATE: Approved with Conditions Denied (ie: Zoning Issues) 03/24/20 Fire Fees Apply DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Li Fire 0 Ping D PW 0 Staff Initials: 12/18/2013 r f". r;,0 ('op krkaa ,41.P ...ur e. 410 Building Division PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0088 DATE: 10/01/2019 PROJECT NAME: SHASTA BEVERAGE, INC - PALLETIZER AIR SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit ssued DEPARTMENTS: ispc, to -lit Public Works E Fire Prevention Structural LJ Planning Division Permit Coordinator E PRELIMINARY REVIEW: Not Applicable L. (no approval/review required) REVIEWER'S INITIALS: DATE: 10/03/19 Structural Review Required DATE: E APPROVALS OR CORRECTIONS: Approved r DUE DATE: 10/31/2019 Approved with Conditions ri Corrections Required LJ Denied (corrections entered in Reviews) (ie: Zoning Issues) P Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping D PW 0 Staff Initials: 12/18/2013 5ERMIT COORD COPY 'I PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0088 DATE: 09/13/19 PROJECT NAME: SHASTA BEVERAGES, INC - PALLETIZER AIR SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Ls Covr Titilding Division II Public Works Fire Prevention Structural Planning Division Permit Coordinator n u PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 09/17/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 10/15/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Qk k-cr Departments issued corrections: Bldg Fire E] Ping PW Staff Initials: 12/18/2013 CPERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0088 DATE: 05/29/19 PROJECT NAME: SHASTA BEVERAGES, INC - PALLETIZER AIR SITE ADDRESS: 1227 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: .14 Co ri Building Division Public Works Nuoc, Fire Prevention 1111 Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) Planning Division Permit Coordinator IV DATE: 05/30/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 06/27/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1PTC" Departments issued corrections: Bldg Fire E] Ping LJ PW Ej Staff Initials: 12/18/2013 PROJECT NAME: 544" • , PERMIT NO: Mi4/1 ee SITE ADDRESS: Ix,)-7 a ORIGINAL ISSUE DATE: 10--e? # REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Lt.- ci -.?-t. Summary of Revision: k4. 4h, 1 he siAts( kJ 141.,. cfrvavvovj C V�OtC. 5+41/Ort, Received by: C Oth 40 - i el REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS tile', Summary of Revision: ttb V is.ed Co worycsvt co- f- p 0-e S Si+V( 0*A/w CiAk, 1,/4441/5 ,4Ar' p tet 4 VP P 0 ell Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) Project Name: 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: /www,ci, tukwila. wa. us Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Date: a0I04k Plan Check/Permit Nu ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # ,'• after Permit is lssuec ❑ Revision requested by a City Building Inspector or Plans Examiner 14torxfs. Rm. 1Ei-te Project Address: Contact Person: Phone Number: Summary of Revision: �p) t O ) TIK �JL3 t RECEIVED C11 Y OF TUKWILA MAR 1,C J2O PERMIT CENTER Sheet Number(s): ? j ET? bt 11102, 1 "Cloud" or highlight all areas of revision including date of Received at the City of Tukwila Permit Center by: ( ` Entered in Permits Plus on 3-.1,0- %(j kapplications\forms-applications on line\revisioo submittal Created: 8-13-2004 Revised: 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:iiivww,citukwila.wa.us Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc Date: CIL W Plan Check/PermIt Number: )-4 ce71,2 Response to Incomplete Letter # Ej Response to Correction Letter # Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: 4b6516, Project Address: 12,251 Contact Persog2'a0 • Phone Number: 106 4-33 -27qq-- Summary of Revision: TtVtap (Af* iri/eCtUr24C-- 1e1715gir 6-Pt157‘ RECE!Ye. CITY OF .1-1,,i0 FEB 0 7 PERMIT . Sheet Number(s): 4)10 I. "Cloud" or highlight all are Received at the City of Tukwila Permit Center by: Entered in Permits Plus on ‘applicationams-applseations on linerevision submittal Created: 8-13-2004 Revised: 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. Date: 100411 Plan Check/Permit Number: M19-0088 O Response to Incomplete Letter # Z Response to Correction Letter # 2 11 Revision # before Permit is Issued Revision # after Permit is Issued RECEIVED CITY OF TUKWILA O Revision requested by a City Building Inspector or Plans Examiner O Deferred Submittal # OCT 0 1 2019 PERMIT CENTER Project Name: Shasta Beverage, Inc — Palletizer Air Project Address: 1227 Andover Park E Contact Persoianci YiEtkAot S ntlt;tinary of Revision: Phone Number: *re Sheet Number(s): 47 10r7 / nen • VWZ 11*AI "Cloud" or highlight all areas of revision including date of r vision Received at the City of Tukwila Permit Center by:L. I Entered in TRAKiT on 10 Cr W:Termit Center (Rachelle)\Kandace • Revision Submittal Form.doc ReAviend• Ancmct 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: httpilwww.ci.tulcwila.wa.us Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. C711‘2\11 Plan Check/Permit Number: Response to Incomplete Letter # 1 1:1 Response to Correction Letter # CI Revision # after Permit is issued El Revision requested by a City Building Inspector or Plans Examiner Project Name: t ea494 ccet-r3ce___. Project Address: /2-11-1 14411:00Q__ 13.2e. tgivr Contact Person -UM Y'Xii,te Phone Number:ft 451- 2A4,4- Summary of Revision: Fitcur Letrea- RECEIVED CITY OF TUKWILA SEP 1 a 2019 PERMIT CENTER Sheet Number(s): 44t OC2:1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: LJ Entered in Permits Plus on ‘applicationstforms-applications on linerevision submittal Created: 8-0-2004 Revised: e CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplan0ci.tukwila.wa.us 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 ) ,41-__ LA [please print name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.09o. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number i , , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.27i 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. PERMIT NO: EL 'Q-4 S ill /Q- o asg- , states as follows: ‘OMN111% Owner/Owner's Agent* E K w��40,, 2 /140,3494/ ttl fi111"WAS'�`�� Signed and sworn to before me this day of L/4 NOT M .Y PUBLIC in and for the State of Washington Residing at c2 . r h , County Name as commissioned: K cx. /oc.o (/i L b e My commission expires: 5- 2 "z� iar-N 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; • 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employi-a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform phimbing work that is incidentally, directly, and immediately ,. appropriate to the like -in -kind replacement of 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 plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. PIPE MATERIAL SCHEDULE U O O O O g O O g O �+ MO SERVICE MATERIAL U U U U E E Uu GAS INSIDE X OUTSIDE X AIR ABOVE FLOOR X BELOW FLOOR X PER IFGC. TABLE 402.4(2) t !� — — — — — — — — — — — — -------------------------- — - — - — - ---105°--- G TP ---------- VBF--------- ---EXIST.CW--- EXIST.G ----EXISTAW---- ----EXISTAWR---- EXIST.D EXIST.SAN -------- EXISTSAN V -------- a — SS SANITARY SEWER BELOW FLOOR SS @ HVLV SANITARY SEWER AT HIGH LEVEL V VENT SANITARY — DW DOMESTIC WATER HW HOT WATER TW TEMPERED WATER (105°F) G NATURAL GAS (8"WC) TPCW TRAP PRIMER COLD WATER VBF VENT BELOW FLOOR ECW EXISTING COLD WATER EG EXISTING GAS EHW EXISTING HOT WATER SUPPLY EHWR EXISTING HOT WATER RETURN ED EXISTING DRAIN (INDIRECT) ES EXISTING SANITARY SEWER EV EXISTING SANITARY SEWER VENT GC GAS COCK SOV SHUT OFF VALVE THV THROTTLING VALVE CV CHECK VALVE BWV BACK WATER VALVE HE HOSE BIBB 0 RISE/DROP IN PIPE WATERHANAMBRARRESTOR W/ ACCESS PANEL TP TRAPPRMEt VTR VENT THRU ROOF FD FLOOR DRAIN 11141 H WV 1� t 0 O ® OQ O �-- RD/OD ROOF DRAIN/OVERFLOW DRAIN CO/WCO CLEANOUT/WALL CLEANOUT FCO/COTG FLOOR CLEANOUT/CLEANOUT TO GRADE • 0 POC POINT OF CONNECTION DIAMETER ❑F FILTER Q� ® REGULATOR CA © LUBRICANT FV FLUSH VALVE IW INDUSTRIAL WASTE ICW INDUSTRIAL COLD WATER HVLV HIGH LEVEL RO R.O. WATER CA COMPRESSED AIR AHJ AUTHORITY HAVING JURISDICTION Ow REVISION NO, -!- PLUMP ENGINEERING INC. CONSULTING ENGINEERS ELECTRICAL. ALSO PLUMBING. CIVILSURVEYING. ARCHITECf 914 E. KATELLA AVENUE ANAHEIM. CALIFORNIA 92805 P(7141 38S-IB35, F(714) 385-181 w.pelca.com SHASTA BEVERAGES 1227 Andover Park E. Tukwila, WA 98188 LU IV LU LLJ J J Q CL Z Q U U Q Z_ CL ILU ~ V Q Q W 5 LU a�D (Li pD E CD > >Q O Q m - > E N Z_ & a o Q Q C (V N < N REVISIONS FORCITYSUBMITTAL 04122/19 W J W 2 N Q rn W )E COMPLIANCE Q APPROVED z Y 1� W 1 o ukwila Z DING DIVI F�LU1� CR V 9 CiTnECEIVEDILA SHEETNUMBER I00 I PERMIT CENTER �� GENERAL NOTES: ? T QT T 20- 1 L 20'-10" 20'-0" 20--0" PLUMP CONSULTINGEN STRUCTURAL inc ENGINEERING INC. INEERS MECHANICAL PLUMBING TO TRACTOR TO RELD VERIFY THE EXACT LOCATION AND SUE MR ME EXISTING COPPER AIR LINE AND CONNECT TO THE NEW PIPE. COMPRESSED AIR KEY NOTES 1. G TO PROVIDE AND INSTALL ALL F THE OTHER NECESSARY MATERIALS FOR A COMPLETE COMPRESSED AIR SYSTEM. ELECTRICALCIVILSUNVPUI, ARCHU—URAL 914E.K TTEULA AVENUE ANAHEIM, CALIFORNIA 92805 P t7l4) 395-1835. F (714) 385-1834 2. ROUTE 24" AIR LINE TO THE AIR COMPRESSOR. 1. ALL COPPER PIPING SHALL BE TYPE "M" RATED FORA MINIMUM 250 PSI INTERNAL WORKING PRESSURE AND SOLDERED WITH 95-5. Lo 1 VALVE TO H VALVE REEL T - .100 .100JyIM o ® �E/`�� ROP CA SHASTA BEVERAGES 1227 Andover Park E. Tukwila, WA 98188 Stamp:TO 314-0 S 34218, UIONA L ENG W 6-8'DROP TO VALV 'A AND NI RES. LILL! GA < z CAI CA ISOLATION VALVE -- — ---- < �z . u u < IT TRIBE fib DROP �2-1/?E) IF CA DUGET0100 AND REG. D 101- DROP TVOR Z V) F— LLJLJ LLj < < Lu > Do 00 'III III 17T- ARIPHOSE MEE 00 Lu 01 E > < 0 0 L8 < 00 < T-1 c IT C/) uy II II GA 2 FRON, REVISIONS FOR CITY SUBMITTAL 09/[T/19 < (L < 0 uj > z 0 �! ODE COMPLIANCE L 11 "Hill APR 2 4 29?0 I sz u < 01 ARC - - - RECEIVED CITY OF TUKWILA L I Ji CL UJI 'i' 0' GH" IultDylNGTlli"'qVp,,A, 6 DROP MAR 10 2020 PERM11rCENTER < > CR VARIETY PAC' DRAWINGS SHOWN FOR REFERENCE. REFER To ADDITIONAL DRAWINGS FOR MORE INFORMATION NOT SHOWN HERE.NORTH - 1904062.2 8 A E E T NU M 8 E R VARIETY PACK CONVEYOR PLAN p I Oil KEYNOTES: 0 CON ECTTO EXISTING GAS METER. LANDLORD TO PROVIDE GAS METER LOCATION AND SIZE IN CONNECTION WITHIN THE DEMISED PREMISES. FIELD VERIFY AND COORDINATE WITH PROJECT ENGINEER FOR ANY DISCREPANCY PRIOR TO FINAL COSTING AND 20'-0" 20'-0 20-0 PLUMP ENGINEERING INC. < START OF WORK. L O1j'PIPE SIZE SCH 40 BS AL. VE STRUCTURCHAN CAL, P-8 No. aRCHRECTURAL GENERAL NOTES 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 9�2805 o P (7141385-1835, F(714)285-1834 CONTRACTOR TO FIELD VERIFY THE EXACT LOCATION AND SIZEwww Pe as aam FOR HE EXISTING METALLIC GAS PIPELINE AND CONNECT TO THE NEW PIPE. EXISTING CONDITIONS. ANY DAMAGE TO ANY EXISTING WALB. 2. CONTRACTOR TO VISIT THE SITE PRIOR TO BID AND VERIFY ALL FLOORS, RNISHES ETC. BY THIS CONTRACTOR ARE TO BE REPAIRED ATTHIS CONTRACTORSUPENSE. 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES, EQUIPMENT AND RELATED ACCESSORIES PRIOR TO BID. COORDINATE ALL MAJOR DISCREPANCIES WITH PLANS WITH THE ARCHITECT AND L0 ENGINEER PRIOR TO FINAL COSTING AND START OF ANY WORK. 4. PLUMBING AND MECHANICAL CONTRACTOR TO COORDINATE WITHI-ANDLOR S ROOFING SUBCONTRACTOR MR ANY ROOF J, SHASTA BEVERA PENETRATIONS RELATED TO THE INSTALLATION OF ANY NEW I ROOFTOP UNITS, VENTS ETC. AT CONTRACTOR EXPENSE, TO 1227 Andover Park E. ENSURE LANDLORDS FOOFWARRANTY IS NOT INVALIDATED BY Tukwila, WA 98188 TENANTS ROOF WORK. 5. PROVIDE INDUSTRY STANDARD ISOLATION VALVE GAS SUPPLY TO Stamp: FIXTURES AND EQUIPMENT PER LOCAL CODE & MANUFACMRER'S CATALOG. 6. CONTRACTOR TO PROVIDE CUT SHEET SUBMITTAL OF ALL PLUMBING FIXTURES PRIOR TO WORK. 7. PIPE SIZES SHOWN ARE MINIMUM SIZE PER CODE REQUIREMENTS. CO TRACTOR CAN UPSIZE PER FIELD CONDITIONS AND54218 COORDINATION WITH PROJECT ENGINEER, 8. FIELD VERIFY EXISTING CONDITIONS AND COORDINATE WITH AIR HITECT & ENGINEER FOR ANY MAJOR DISCREPANCY PRIOR TO COSTING OFF WORKS T S'DROP Lu LT < 9 CL z u G d < mill 179 Z CL NLU LU LU - — - — -- < < Lu co Ef L 0 < 0 < 0 Flo 2E > I.� ii IS E V) Z < -9 0 _117 04 REVISIONS z G FORCITfSUBMITIFIAL < W,22mg CL. V) ------ -- ---------------- fie If 0 UJI II > -T ....... — CODE COMPLIANC IIIII APPROVED DRO "44#9 IT I INUMCASE V, 4�T nECEvED City of Tukwila f VARIETYDRAWINGS SHOWN FOR RIIIREN�E. CITY OF Tui I _0r REFER TO ADDITIONAL N.SH DRAWINGS FOR MORE INFORMATION OWN HERE. MAR 10 21121) < OR T.] PERMIT CENTER 19W PLAN m�� NORTH SHEET NUMBER VARIETY PACK CONVEYOR PLAN 1 P102 (E) PLYWOOD (E) 2x SUB-PURLIN PER PLAN (NJ AMMYS 'SIDE WINDER FOR WOOD' SCREW 31EV 0 ALL THREAD ROD A JUSTIBUESWIVEL RING HANGER @ 6-0" O.C. CONDUIT PER PLAN It? Al NOTES I. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDIDONS PRIOR TO START OF WORK AND NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY, 2. (E) - INDICATES EXISTING CONSTRUCTION. 3. IN)- INDICATES NEW CONSTRUCTION. 20'-1" 2.. inc PLUMP ENGINEERING INC. CONSULTING ENGINEERS SiRUE-RIAL.C-, (E) JOIST - B- - I , I � YP C- T 0 iff C�� 2 COPPER `YP E -:11.75PLF LAIR .UNE �ft FI 4X6D#2 LEDGER Wl JOIST ..—C-P TYR. EYIN .0TECT 'V ARCHL 914E.K TOULA AVENUE ANAHEIM, CALIFORNIA 92805 P (71 A) 385-1835, F (714) 315-1834 A TA BEVERAGES 1227 Andover Pak E. Tukwila, WA 98188 CONDUIT SUPPORTMAX (E) BEAM PER PLAN TOLC 'FIG. 65XT STEEL BEAM CLAMP OR EQ. W/ 3j8'0 THR'D ROD & NUT T.&B. CLEVSFIG.450' STANDARD HANGER@" O.C. CONDUIT PER PLAN Stomp: D A. L'AIRLINE TYPE /I'UNE X. WT.: 0.45 PUF 17 2 TYP TYP, TYR. I� a Lu r,4 __j 0 z < Z CL LLJ 0 if Lu Lu 00 L ? < 0 2 < c V) Z V) SIM. 1/2, C PERTYPE LAIR LINE AX WT. 0.28 RIF I" COPPER TYPE LAIR LINE MAX. WT.: 0.65 FLY 71 Li CONDUIT SUPPORT (E) PLYWOOD B.N.0 (E) 2X SUB-PIURUN PER PLAN -2.2.114 VV/ (1)3/9" AGSCREW 3/8"0 LL THREA ROD PS200 @ 14'-0- O.C. (MAX.) CONDUIT PER PLAN MAX.REVISIONS VSCH.4C GAS LINE MAX. WT.: 1.68 PLIF (E) 4X6 DF#2 LEDGER (E) 4X6 DF#2 LEDGER FO (E) 46 DF#2 LEDGER E) 4X6 DF#2 LEDGER (E) 4X 14 (E) 4.14 (E) "14 TYR. L REVIEWED FOR CODE COMPLIANCE APPROVED 22 BUILDING DIVISION n CITY OFTU-IVILA FEB 07 2020 PERJI CENTER PLAN NORTH -0♦ 68 777' IS CA aJ TYP. 2 II �l FOR CITY SUBMITTAL omig 0112�28 Al 0 z < EL - Z V) < C12 uj lL -.1 0 < 0 W Qu CL 6 m CONDUIT SUPPORTQUENTREVISION (E) PLYWOOD (E) 2X SUB-PURLIN PER PLAIN (1) 31 SCREW < 3/6 ALL I -- PS200 @ 14'-U'O.C. IMAX.) THREAD ROD CONDUIT PER PLAIN MAX. 2" COPPER TYPE EINE LAI' -%A..LvT. 1.75 Plf-'�' ill CA _AMU A F- �-�R --- lamol IN 1.12 SHEET NUMBER CONDUIT SUPPORT 1 PARTIAL ROOF FRAMING PLAN I A slol GENERAL NOTES: T T T T T L 20'- 1 20'-0" 20'-0" 20'-0" — - - - - — - — PLUMP CONSULTING SIRURALMECHANICAL.PLUMBIN inc ENGINEERING INC. EN . I. CONTRACTOR TO FIELD VERIF(IWE MCI LOCATION AND SITE FOR THE EXSTNG COPPER AIRLINE AND CONNECT TO THE NEW PIPE. COMPRESSED AIR KEY NOTES 1. G TO PROVIDE AND INSTALL ALL F THE OTHER NECESSARY MATERIALS FOR A COMPLETE COMPRESSED AIR EUCTPICAL, CWr_ SURVEYING. ARCINT—RAL 914 E. CATEELLA AVENUE A AHEII CALIFORNIA 92 —1835. F Peica.co, 385-1 834 P (714) 3 85-1714) SYSTEM. 2. ROUTE 2j" AIR LINE TO THE AIR COMPRESSOR. 3. ALL COPPER PIPING SHALL BE TYPE "M" RATED FOR A MINIMUM 260 PSI INTERNAL WORKING PRESSURE AND VALVE TO EEL SOLDERED WITH 95-5. 9 b Lo mmmm ('00 To 6 POP SHASTA BEVERAGES 1227 AnPark E. Tukwila, WA 98188 Stamp: D 4'0 %As 34 11118 IF LU 9 �A ID = TO Al" 0 V`L� IV LU LU < CL D C I POP ISOLATION VALVE rZRISE ill Qj E-f- WGR�F C z < U U < Z CL I r "PLY UI 10.M ANDREI LVE iormop V) LIJ Uj < < Lu L IIII m-6 HOSE REEL ?'�, C L>, 4) co E > 0 P- �i-17T A-- E < r� .§ C14 Y FROM III I REVISIONS FORCITYSUBMITTAL 04=9 CLIENT RE �SIONS 010m --- -------- --------- IF & L T Ap P' I LA2020 oll T 'TT- P- T ITT INI 0 LIJ > z 0 C) D FOR AIR APRESSOR CITY 01"fuRr., DROP FEB 07 2020 j- PERMIT CENTER � - — -1 -1 1 CL LU < > CR In= EA _1e FIA77 PACK DRAWINGS SHOWN FOR REFERENCE. INFORMATION NOT SHOWN HERE. NORTH REFER TO ADDITIONAL DRAWINGS FOR MORE IR MT PLAN to 19M2.2 SHEET NU MBER VARIETY PACK CONVEYOR PLAN 8 SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL BE THE MINIMUM POSSIBLE AND SHAUL NOT EXCEED I UNIT VERTICAL TO So UNITS HORIZONTAL IN ANY DIRECTION, SEC 1-8.3.3 9 INEAXII-PARKINGAIREA. BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT oFCARSOVER WEREQUIRED wDWOFWAUKwAYS.SEC. 1I2SB3.3.FIG. IIB-ISkB,MDC. jo. PEDESTRIAN WAYS WHICH ARE ACCESSIBLE TO PEOPLE NTH DISABILITIES SHALL BE PROVIDED FROM EACH SUCH PARKING SPACE TO RELATED FACILITIES, INCLUDING CURB CUTS OR RAMPS AS NEEDED. SEG. 112M 3 3. FN1II8_1SkB,AND C. 11 NAMPS SHUILLI NOT ENCROACH "TOM' PARKING 'PACE TIHETHE EXCEPTION OFITRUMNSITION IMP FROM A LOADING I UNLOADING AREA To AN ADJACENT SIDEWALK. TRANSITION RAMP SHALL BE A MINIMUM OF Ir INwDTHAMMIMUM SLOPE OF 1:12. SEC. 11.6.,N.3, FIG. 118-18A, B.ANDC 12. ACCESSIBLE PARKING SPACES SHALL BE SO LOCATED THATPERSONSWIT DISABILITIES ME NOT COMPELLED To WHEEL OR WALK BEHIND PARKED S OTHER THAN THEIR OWN. SEC. 1129113.3 13, EACH PARKING .SIGN FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMAINIENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STILL OR RUE SPACE CONSISTING OF A PROFILE VIEV` IF A WHEELCHAIR E C NCNE"STPNNN"ANoDN -E.K,.NLUAEPATHOF BACKGROUND WE SIG. SHALL NOT BE SMALLER !ER THAMoSQUM I R`11 G T_VEL.SHALLB PCSTEDATA MINIMUM HEIGHT OF So' FROM THE BOTTOM OF THE SIGN TO To THE PARKIN 'PACE FINISHED GRADE SEC, 11296�4 FIG, 119-18A, B AND C. 14, SIGNSTO DENTIFYACCESEUBLE PARKING SPACES MAY MCENTER DONTHEWAULATTHFIPITER,ORENDOF THEPARKING ACE AT A MINIMUM HEIGHT OF W FROM WE PARKING SPACE FINISHED GRADE, GROUND OR SIDIEwALKSEC 112965 IS VAN ACCESSIBLE PARKING SPACES SHALL HAVE AN ADDITIONAL SIGN STATING VAN -ACCESSIBLE" -MOUNTED BELOW E SYMBOL OF ACCESSIBILITY. SEC. 1129B I Is 'UNAUTHO IZEDVEHICMS PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PI-ACAFUDS DRUG RISE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TONED AWAY AT OWNERS nG EXPENSE. TONED VEHICLES MAY BE RECLAIMED AT ____-OR BY TEUEPICNNUN NOTE THAT B!MWMMM_XT7UM3!b IN WITHAPPROPRIATE INFORMATION AS PERMANENT PART OFTHE', SIGN SEC 188 17.THE SURFACE OF EACH ACC ACCESSIBLE PARKING SPACE OR STALL HAVE ASURFACE IDENTIFICATION DUPURCATINQ EITHER OF THE FOLLOWING SCHEMES: SEC. 1129B4. FIG. 11&18A, B. AND C. BY OUTLININGPAINTING THE S OR SPACE IN BLUE AND OUTLINING ON THE GROUND IN TFE SER IN WHITE OR SUIT"t STALL OR S TABLE CONTRASTING COLOR A PROFILE VIEW DEPICTING A WHEELCHAIR WITH OCCUPANT, OR b. ly OUTLINING A PROFILE VUEV, OW, A WHEELCHAIR TWITHS31CUPAITNT 11 MITE ON BLUE BACKGROUND, L se CA ED THE PROFILE "E THAT SVISIBLET ATRAFFIC EN FORCEMENT CEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE AND SHALL BE 'HIGH By 33" WIDE IS ALL ENTRANCES TO AND VERTICAL CLEARANCES WITH IN PARKING STRUCTLI ES SHALL HA -A MINIMUM VERTICAL CLEARANCE OF &-2" WHERE REQUIRED FOR ACCESSIBILITY TO ACCESSIBLE PARKING SPACES SEC 1131B 1. CORRIDORS AND AISLES 113313.3 NI FOR THE PURPOSES OF TITLE 24, WE TERM CORRIDOR SHALL. INCLUDE EXTERIOR EXIT BALCONIES AND ANY COVERED OR ENCLOSED EXIT PASSAGEWAY, INCLUDING WAL PARTITIONS RAILS. COUNTERS D OW RE R S I M I I -AR SPACE E D V I D E `RSA.y0StTWU NWN E52A NPH2 `GHST: ABOVE THE FLOOR SHALL NOT K CONSTRU ED FORM CORRIDORS SEC 11338.3.1. 1, WEV C, RYIIMBCORRIDOR SERVING AN OCCUPANT LOAD OF 100R MORE SHALL NOT BE LESS THAN- IN WIDTH. 2. CORRIDORS SERVING AN OCCUPANT LOAD OF LESS THAN 10 SHALL NOT BE LESS THAN 3V IN WIDTH, SEC. 1133B.31.. 3. CORRIDORS WHICH ME LOCATED ON AN ACCESSIBLE ROUTE AND EXCEED 2W-V IN LENGTH SHALL HAVE A MINIMUM CLEAR NOTH OF 6V IF AN ACCESSIBLE ROUTE HAS LESS THAN 5VCMAJR WDTH. THEN PAWING SPACES AT LEAST WBYWSMLLBELOCATED ATREASONABLE INTERVALS NOT TOEXCEED =4'.AT INTERSECTIONOFT MRRIDOR$ORWALKSISANAMEPTABLEPA.SING PLACE. 11MB,32. FIG 1 4. CIRCULATION AISLES AND PEDESTRIAN WAYS SHALL BE SIZED ACCORDING TO FUNCTIONAL REQUIREMENTS AND IN NO CASE SHALL M LESS THAN WIN CLEAR WIDTH. SEC. 1100.3.1E. ENTRANCES AND EXITS NOTE A EXITS IN EXCESS OF THOSE REQUIRED BY SECTION 1114B 21 AND WHICH ME MORE THAN 24'ADVE GRACE ARE NOT REQUIRED TO BE ACCESSIBLE SUCH DOORS SI-PLI. HAVE SIGNS WARNING THAT THEY ARE NOT ACCESSIBLE WARNING SIGNS SHALL COMPLY NTH SECTION 11171, SEC. 10318.1 EXC.2. B. FOR WE PURPOSES OF TITLE&ZCEEUSE OF THE TERM ME DOOR APPLIES TO ALL DOORS THAT PROVIDE ACCESS, THAT IS, E 6, PASSAGE DOORS, ETC. 1, ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES SEC. 11 33B. 1 1.1.1. 2. DURING PERIODS OF PARTIAL OR RESTRICTED USE OF A BUILDING OR FACILITY USED FOR PRIMARY ACCESS SHALL BE ACCESSIBLE TO AND USABLE BY PERSONS WITH Di�TAHBEILEITNIETr$NECCE.SllMB.1.1.1.2 3. EXIT ODORS SHAULBEOPERLIBLE FROM WE INSIDEWITHOUTTHE USE OFA KEY ORMYSPECIAIC KNOWLEDGE OR EFFORT. SEC. 10011.1.6. 4. MANUALLY OPERATD EDGE OR SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS ME PROHIBITED. MEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USEDAR"E ODOR MAP HAVING THE AUTOMATIC FLUSH BOLT SHALL HAVE NO DOORKNOB OR SURFACE MOUNTED H DW ETHE UNLATCHING OF MY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION SEC. 10011008.1.8,15 5, LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND MICH ME IN A PATH OF TRAVEL SHALL BE OPERABLE NTH A SINGLE EFFORT BY A LEVIER TYPE HARDWARE, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE CL REQUIRING PLIULACTIVAIINGBARS WE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED MT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. SEC. 1133B,2.5,2 e. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 3V MD 4,V'ABOVE WE FLOOR. SEC, 1133B2.5.2, 7. EVERY DOORWAY WHICH IS LOCATED WITHIN AN ACCESSIBLE PATH OF TRAVEL SHALL BE OF A SIZE AS TO PERMITTHEINST U3--V IN OF DOOR NOT LESS THAN 3-IN wDTHAND NOT LESS THAN &-&'IN HEIGHT WHENINSTALLEL EXITMoRs SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH OF THE ENT is NOT LESS THAN 32", MEASURED BETWEEN WE FACE OF THE DOOR AND WE OPPOSITE STOP SEE. 10081.1. 8, FOR HINGED DOORS V OPENINGWIDTHSHAULBEM SURED WITH THE DOOR POSITIONED ATM ANGLE OF go DEGREES FROM Its CELOSED POSITION. SEC 11338,2s� 9. MINIMUM MANEUVERING CLEARANCESAT DOOR SHAU.MAS SHOWN IN FIGURE 11B-26. THE FLOOR OR GROUND AREkWITHIN THE REQUIRED CLEARANCES S1,A11. BE LEVEL AND CLEAR. SEC. I Mal 4.2. 10 THERE SHALL. BE LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF AMON, WE LEVIELAREASHILL HAVE LENGTH IN WE DIRECTION OF DOOR SWUNG OF AT LEASTW AND A LENGTH OPPOSITE THE DIRECTION OFDOOR SWING OF WAS MEASURED AT RIGHTMGUES TO THE PLANE OF THE DOOR IN THE CLOSED POSITION SEC. 1 133B.2,42. 11, THEWIDTH OF WE LIEVELAREAON WE SUDETOMICH THE DOOR SVANGSSHAUL EXTEND AMINIMUM OF 21. PAST THE STRIKE EDGE FOR INTERIOR DOORS, SEC, 111338.14.3. 12. THE FLOOR OR LANDING SHALL NOT BE MORE THAN la' LOWER THAN THE THRESHOLD OF THE DOORWAY. SEC 11338.2.4AI4, FIG. 1183 13, REQUIREDPEQUIRED BETWEEN TWO CONSECUTIVE DOOR OPENINI IN A VESTIBULE, SERVING OTHER THAN EXIT STA Y, SHALL PROVIDE AM INIMUM OF W OF CLEAR SPACE FROM MY DOOR OPENING INTO SUCH VESTIBULE MEN WE DOOR IS POSITIONED ATM ANGLE OF 0 DEGREES FROM WE CLOSED POSITION. DOORS IN A SERIES SHALL SWNG EITHER IN WE GAME DIRECTIONS OR AWAY FROM THE SPACE BETWEEN WE DOORS SEC 11 MR -A FIG, 11 B-30, 11 B31 . 14. THE BOTTOM 1VOF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH ,UNINTERRUPTED SURFACE TO ALLOW MM THE TO BE OPENED BY FOGTRESTWTTH CREATING A TRAP OR OR HAZARDOUS CON0UTI%-EREFNARFtD0&1RAME DOORS ME USED, A IV HIGH SMOOTH PANEL SHALL M R INSTALLED oNWEPUS SIDED WE FOOTREST WITHOUT CREATING A TRIP OR HAZARDOUS WILALLOWTHE DOOR TO BE OPENED BY AWHEELCHII US CONDITION.Mc,33826. 15. RECESSED DOORMATS SI0J_L BEADEQUATELYMCHOREDTOPRIEVIENT INTERIFERIENCIEWTHWHEELCHAIR TRUNIFFIC.SEC.1133B.I.1.1.3. 18. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR INTERIOR DOG PULLOR PUSH EFFORT BEING APPLIED AT RIGHTMGUES TO HINGED DOORS AND ATTHE CENTER ONSUCH SLIDING LIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MY BE UTU_UMD TO MEET WE MOVE STMDARDS. MEN FIRE DOORS ME REQUIRED, WE MAXIMUM EFFORT TO OPERATE WE DOOR MAY NOT EXCEED 16 POUNDS SEC 11-25, STAIRWAYS 113313.4 1 , STAIRWAYS SHALL HAVE RVINDRAILS ON EACH SIDE AND EVERY STAIRWAY REQUIRED TO BE MORE THAN w IN w SHALL BE PROVIDED NTH NOT LESS THAN dNE INTERMEDIATE HAINDIRMIL FOR EACH ST' OF REQUIRED WU3TH, INTERMEDIATE HANDRAILS SHALL BE SPACED APPROXIMATELY EQUALLY ACROSS THE ENTIRE NDTH OF THE STAIRWAY.SEC. 1133B.41.1. 2. HANDRAILS SHALL BE WTO 38- ABOVE THE NOSING OF THE TREADS. SEC. 1133B42.1. FIG. 11B35, 3 H NORMS SHALL- EXTEND A MINIMUM OF 12" BEYOND THE TOP NOSIN MUD12"PLUSTHE TREAD WIDTH BEYOND WE BOTTOM NOSING, SEC, 113M.4.2.2AND 113313. FIG11B35MD37. 4. WHERE THE EXTENSION IN THE DIRECTION OF THE STAIR RUN WOULD CREATE A HAZARD E T FURNIMPOIN OF THE EXTEN$ ONI SHALL. BE MADE EITHER ROUNDED OR RETURNED SMOOTHLY TGTHEFLFLUOR, 1, OR POST WHERE THE STAIRS ME CONTINUOUS FROM LANDING TO UNDING THE INNER FUNI. SHALL BE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING. SEC. 1 130.4,2,6. FIG, 118-37, 5, WE HAND GRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1-1W NOR MORE THAN 1-1rz" IN CROSS 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 EITOP IAND GNS SIDE BE UNINTERRUPTED BY NEWEL POSTS. OTHER CONSTIRLICTION ELEMEN ORO STRI C, MY SUL-LOR OTHER SURFACE ADJACENT WE HANDRAIL SHALL BE FREE OF SWRTFEOR ABRASIVE ELEMENTS, EDGES SHALL HAVE A MINIMUM RADIUS OF IN'. SEC. 10M S28I1 FIG-B38. 5. HANDRAILS PRWECTING MOM A RECESS HAVE A SPACE OF I-W'BETWDEN THE WALL TENDS HANDRAIL HANDRAIMM BE LOCATED IN ARECESS IFTHE RECESS IS AMMIMUM OF WDEEPAND �TENUDSAT LEAST ABOVE WE TOP OF THE RAIL HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS, SEC. 1 13WIZE. FIG. 1 IB-36 7. THE UPPER APPROACH AND THE LOWER TREAD OF EACH STAIR SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST Z'WIGE AND PLACED PARALLEL TO AND NOT MORE THAN V FROM THE NOSE OF WE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED, THE STRIP SHALL BE OF MATERIAL THAT IS AT LEASTAS SLIP RESISTANT AS WE OTHER TREADS OF THE STAIR. SEC 113384A FIG,118-35 8 WHERE OF CLEARLY CONTRASTING OCCUNTRASTING COLOR AT R OUTSIDE A BUILDING THE UPPER APPROACH D ALL TRENDS SHALL BE MARKED By A STRIP OLWI AST 2" DE ANAND PLACED PARALLEL TO AND NOT MORE THAN I"FROM THE NOSE OF WE STEP OR LANDING TOALERT THE VISUALLY IMPAIRED. THE STRIP SHALL MOFA MATERIAL THAT IS AT LEAST AS SLIP RESISTAINTASTHE OTHER TREADS OF THE STAIR. APAINTED STRIP SHALL BE ACCEPTABLE. SEC 11338A.4, FIG. 11B35 9, ALL TREAD SURFACES SHALL BE SLIP RESISTANT. WEATHER EXPOSED STAIRS AND THEIR APPROACHES SHALL BE DESIGNED SO THAT WATER NOTACCUMULATE ON WALKING SURFACES. TREADS SHALL HAVE SMOOTH, FOUNDED OR CHAMFERED EXPOSED EDGES, AND INCABRUPTEDGESAT WE NOSING (LOWER FRONT EDGE). MC-338.45.1.FIG 1 18-35, 10, THE NOSING SHALL NOT PROJECT MORE THAN 1-11T PAST WE FACE OF THE FACE OF THE RISER BELOW. SEC 113311.452, FIG. 118-35. 11, OPEN USERS ARE NOT PERMITTED. ON ANY GIVEN FLIGHT 011 LL �$MSPs SHALLHAVLESS ORM RISER oos�s S AIkA HEIGHT ND UNIFORM TREADDTH.CONSISTeNTMW 1 M SHALLBENOTHMW DEEP, MEASURED FROM RISER TO RISER RISERS SHALL BE SLOPED OR THE UNDERSIDE OF WE NOSING SHALL HAVE MGM NOT LESS THAN 60 DEGREES FROM WE HOIRLI SEC 113381.53FIG. 11B-35, 12, APPROVED STAIRWAY IDENTIFICATION SIGNS SHALL BE LOCATED AT EACH FLOOR LEVEL IN ALLENCLOSED STAIRWAYS IN BUILDINGS FOUR OR MORE STORIES IN HEIGHT, TWO OR MORE STORIES IN HEIGHT FOR DmAc REQUIREMENTS. THE SIGN SHALL IDENTIFY THE STAIRWAY INDICATE WHETHER THERE IS ARO OFACCESSWE . FLOOR LEVEL, AND THE UPPER AND LOWER TERMINUS OF THE STAIRWAYTHE INFORMATIONSHALL BE PRESENTED USING RAISED ARABIC NUMERALS AND RAISED BRAILLE SYMBOLS WHICH CONFORM TO SECTION 11 178S 2. THE SIGN SHALL BE LOCATED APPROXIMATIELY 5'4T MOVE WE FLOOR LANDING IN A POSITION WHICHI READILY LOCATED THE DOOR IS ISME OPEN OR CLOSED POSITION OR AS REQUIRED BY DWAC THE SIGN S1,kU_ BE LOCATED APPROXIMATELY ABOVE THE FLOOR I-ANDING IMMEDIATELY ADJACENT TO AC E MORON THE STRIKE SIDE. SIGNS SHALL COMPLY WITH THE REQUIREMENTS OF UBGSTD W10-2 SEC 1133B43. SANITARY FACILITIES (GENERAL) 1115B NOTE FULLY DIMENSION ALL SANITARY FACILITIES FUTURES, INCLUDING FLOOR DIMENSIONS AND FDITUFNE ELEVATION DIMENSIONS. 1. SANITARY FACILITIES THAT SERVE BUILDING$, FACILITIES, OR PORTIONS OF BUILDINGS OR FACILITIES THAT ARE REQUIRED TO BE ACCESSIBLE TO PERSONS NINTH DISABILITIES ME REQUIRED TOM ACCESSIBLE. SEC, 11158.1 2, MERE SEPARATE FACILITIES ME PROVIDED FOR NOWD-BLED PERSONS OF EACH SEX, SEPARATE FACHUTUE1 SAt'%ITA?W FACILITIES (GENERAL) 11 15B (CONTINUED) MERE FACILITIES ME TO BE USED SOLELY BY SMALL CHILDREN S ECIFIC HEIGHTS MAY BE ADJUSTED TO NEU THEIR ACCESSIBILITY NEEDS, SEE TABLE ISS-5.1 FOR SUGGESTED MOUNTING HEIGHTS. SEC. 11158.3. NOTE, . TH DIVISION OF WE STATE ARCHITECT. OFFICE OF REGULATION SERVICES RECOMMENDS THE FOLLOW G DIMENSIONISASADEQUATELY SERVING WE NEEDSOF CHILDREN IN PROJECTS UNDER OURJU ISOICTION. THESE RECOMMENDATIONS ME BASE ON THE FEDERAL 'RECOMMENDK�1014 FO ACCESINEMILITY FOR CHILDREN IN ELEMENT-Y SCHOOU' AND OTHER RECOGNIUMD PUBUCATIONS ON ACCESS FOR CHILDREN, A ADULT DIMENSIONS ffiGE 12 AND OVER) E EMME D PIS FILE C( K KINDERGARTEN MD PRESCHOOL DIMENSIONS P.-It TABLE 16M.1 1 A-- f E I K �! D1 1 DOORWAYSLEADINCIT MENSSAINTARYFACILITIESSHAILI-BEIDEN IFIEDBYANEQUII-ATERALTRIANI THI KWTH EDGE$ IZ-1.04GANDAVERVEXPOINTINGUMARDWOMERYS SANITARY FACILITIES SHAULM IDENTIFIED BY A CIRCLE IN' THICK AND 12- DIAMETER SEC, 1115B.5 UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE W' THICK IN '12"'DLIN ER,WTHA114-MICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE IZ'DIMETER,Mc. 1115.s. 6 GEOMETRIC CIRCLE AND TRIANGLE) SYMBOLS ON SANITARY FACILITY DOORS SHALL BE CENTERED ON THE DOO ATAHEIGHT� "I MD CONTRAST SHALI. BE DISTINCTLY DIFFERENT FROM WE COLOR ME F WIND THEIR COL CONTRAST OF THE DOOR. SEC 111 W.S. NOTE SEE ALSO SECTION 11 17B5.9 FOR ADDITIONAL SIGNAGE REQUIREMENTS APPLICABLE TO SANITARY FACILITIES. SINGLE ACCOMMODATION SANITARY FACILITIES 11 15B.3.2 NOTE SINGLE ACCOMMODATION SANITARY FACILITY IS DEFINED AS ROOM THAT HAS NT0ATORETHAN ONE OF By ;A EACH TYPE OF SANITARY FUTURE, IS INTENDED FOR USE NLYONEPER NA ME. HAS NO PARTITION AROUND THE TOILET, AND HAS A DOOR THAT CAN BE LOCKED ON THE INSIDE BY THE ROOM OCCUPANT'. SEC. MAZ 1. WERE SHALL BE SUFFICIENT SPACE IN THE TOILET ROOM FOR A WHEELCHAIR MEASURING 371 WDE BY W LONG TO ENTER THE ROOM AND PERMIT THE DOOR TO CLOSE. SEC. 11 15B.3,2, 1, 2. WERE SHALL BE IN THE ROOM A CLEAR FLOOR SPACE OF AT LEAST SD" DIAMETER - HAPED SPACE 11 �12(,, OR COMPLYING WITH FIGURES1 1 TH ANY �p A� NO DOOR SHALL ENCROACH 160RAT EXCEPT FOR WE PANEL DOOR TO ER CLOSET SPACE FOR MORE THAN 17 I -A, COMPARTMENT IF WERE IS ONE SEC. 1115S32.1, FIG. 3. WE WATER CLOSET SHAUL. BE LOCATED IN A SPACE WHICH PROVIDES A MI1PNI 1111- W11 11 11111 -1. 1 5, HOT WATER AND GRAIN PIPES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. SEC.1110,4,34 6 WHERE URINALS ARE PROVIDE. AT EAST ON SHILL HAVEACLEAR FLOOR SPACE 3VBY 48' IN FRONTOF WE URINAL TO ALLOWA PDRWARDAPPIROACH SEC, 1115BA2.3 7. URINALS SH PROJECTINGFLR R WALL HUNG. MERE ONE OR MORE WALL HUNG URP�AUS AREA OVT1DEfDFA ONE W TH A RIM A MINIMUM OF FROM THE WALL AND AT A MMJ[1M MOF_AgVE FLOOR AB SEC. 1115BA21 8 COVTROM FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED ON WE WIDE SIDE OF TOILET AREAS, SEC. 11 15BA 22. 9. WATER CLOSET MD URINAL FLUSH VALVE CONTROLS ANDFAUGET-DOPE-TING MECHANISM CONTROLS, SHIUL BE OPERABLE WITH ONE HMO, SH),LL NOT REdU.RETGHTGRMPING C (MECHANISM 0 OF TH MIST MO SHALL BE MOUNTED NO MORE THAN *1' ABOVE THE FLOOR. SEC. PINCHING, 2 HNG R S ING USG3 2. AND 15� 3 10. WE FORCE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE CONTROLSAND FAUCET AND OPERATING MECHANISM CONTROLS. SHALL BE NO GREATER THAN 5 LEIF. ELECTRONIC OR AUTOMATIC FLUSHING CONTROLS ME ACCEPTABLE AND PREFERABLE. SEC. ISM, 1E03.2 AND 150413 11, S U-CLOSINUG FAUCET CONTROLS VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. SEC. 1504.3. 12 MIRRORS SHAUL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40- FROM WE FLOOR. SEC 11 15118T, AND OTHER SIMILE DISPE SINGANDDISPOSAL. L�ELOGATEQ TH ALL. OPERABLE PARTS. 13, WHERE TOWEL. SANITARY NI WASTE RECEPTACLES SEC 11JES 3 X URES ME PROVED L S� IF AT ONE OF EACH TYPE S I �UDINGGOINSLOT N� S. MTHIN 0' FROM WE FINISHED FLN 14 TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL WITHIN 1Z' OF THE FRONT EDGE OF THE TOILET BUT No NO LOWER THAN IV FROM WE FLOOR. DISPENSERS THAT CONTROL DELIVERY OR THAT 00 NOT PERMIT CONTINUOUS PAPER FLOW SHALL. NOT BE USED. SEC, 1115B 8A. FIG IISIA 15 TOILET ROOM FLOORS SHALL HAVE A SMOOTH HARD. NON ABSORBENT SURFACE SUCH AS PORTLAND CEMENT CONCRETE, CONCRETE, CERAMIC TILE OR OTHER WALLS AT T S'� WALLS WITHIN WATER ER APPROVED MATERIAL WHICH EXTENDS UPWARD ONTO THE SIDSOFUFNMAMSHAULBESIMIU_ARLYFHNI CLOSET COMPARTMENTS AND WALLS WITHIN W OF WE FRONT AND THE MATERIAL USED IN SUCH WALLS S SVE.T. A HEIGHT OF IS. ANDCEPTFOR STRUCTURAL ELEMENTS, IiS1,2Z SHALL BE A TYPE WHICH IS NOTE ADVERSELY FECTED By MOISTURE SEC, 16, MERE LOOKERS ARE PROVIDED FOR THE PUBLIC. CLIENTS EMPLOYEES ERB OR PARTICIPANTS, AT LEAST ONE LOCKER A 0 NOT LESS THAN 1 PERCENT OF ALL LOCKERS ai� MEMB DR ABILITIES. SEC I11WA.5L NIS SHALL DE ACCESSIBLE TOPER,NSWITH nK CRAB BARS 1111513.7 I GFNSBARS SHALL BELOCATED ONEACH SIDE, OR ON ONE SIDE AND THE BACK OF WE ACCESSIBLE TOILET STKLL OR COMPARTMENT.MC. 11151 FIG 118-10. %ANDC, 2 DIAS BARS AT WE SIDE SHALL BE AT LEAST 47LONG WTH WFRONT E FRONT END POSITIONED 24- IN FROOF THE Mrs CLOSET STOOL AND WE BACK END POSITIONED No MORE THAN 1, FROM THE REAR WALL. GRAB BARS ATTHE BACK SMALL BE NOT LESS THAN SET' LONG, SEC. 1115841 FIG, ITS-10. B. AND C. 3, CRIB BARS SMALL BE SECURELY ATTACHED " ABOVEANDPARLALLELTOTHIEFLO R.EXCEPTTHATMEREA TANK TYPE TOILET IS USED MICH OBSTRUCTS PLACEMENT AT -, THE GRAB BAR MAY BE AS HIGH AS 3V SEC. 115B.8.2. FIG, 118-1 C. 4 TIE DIAMETER OR NDTH OF THE -RUIPIPIGSSURFA OF A GRABISARE SHALL BE 1-- TO 1-112- OR THEISHAPE GRIPPING SURFACE SELL PROVIDE AN EQUIVALENT SNIFF FG__ M SPICE BETWEEN WE WILLING THE GRAND BARS SHALL BE SEC. 1MOU MOUNTED ADJACENT TO A WALL WE 1 1 58.8,2 GRAB BARS 11 15B.7 (CONTINUED) 5. T E STRUCTURAL STRENGTH OFGw2TMDS KING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: TUB AND SHOWER SEAT FASTENERS. AND MOUNTING a. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A25) 1b, POINT LOAD SHALL BE. STHAN THE ALLOWABLE STRESS FOR THE MATERIALOFTHE GRAB EAR ORSEAT. SEC.1115 .3.1, 1 6 EAR STRESS INDUCED IN A GRAB SAN OR SEAT BY THE APPLICATION OF A 250 Ib POINT LOAD SHALL BE -ESS THAN THE ALLOWABLE SHEAR STRESS FOR WE MATERIAL OF THE GRAB SAR OR SEAT ANDITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DI ECTAND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED WE ALLOWABLE SHEAR STRESS. SEC. I 1W8S.2. SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE APPLICATION OF A 20 W. POINTL AD 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. BE 11ISE833 ,C__ TENSILE FORCE INDUCED IN A FASTENER By A DIRECT TENSION FORCE OFA2r L- PLUSTHEMAJOHM M MOMENT FROM THEAPPLICATION OFA250K. POINT LOAD SWBINTMOWAFTHAN WE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. SEC. 11151,8.3.4. I GRAB BARS SHALLNOTROTATENTHUN THEIR FITTINGS. SEC. ills&&Ss. A--AaRM W AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF MY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF IN. SEC 11 158SA, SIGNS AND IDENTIFICATION 11 17B.5 NOTE: THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBU-TOANDUSABLEBY PW1117B.5.8.1,ICA-LY DISABLED PERSONS AS SET FORTH IN TITLE 24 AND AS SPECIFICALLY REQUIRED BELOW. SEC FIG. 1 IS-S. t THE ON L.0C10- 1�&..N.ATLI ALESYU12. COLOR No. ON.UST.F AMITE FIGURE ONA.LUE BACKGROUND. SHALL E T 15000 IN FEDERAL STANDARD MORE. SEC. 11178.11 A. NUMBERS.ON SIGNS SHALL HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN SS AND 11 AND A 4, CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR 'ACKDR. EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LROW BACKGROUND. E11 JIB.S.s, 5. MEN RAISED CHARACTERS OR SYMBOLS ME USED THEY SHALL CONFORM TO THE FOLLOWING: SEC 11171BB.s. e. LETTERS AND UMBERS ON SIGNS SHALL BE RAISED 113Z' MINIMUM AND SHALL BE GAINS SERIF UPPERCASE CHARACTERS ACCOMPAINIEDBYGRADE2BRAILLE SE0.1117B.5.6.1. t. RAISED CHARACTERS OR SYMBOLS SHALLSEA MINIMUM OF 51 SEC. 1117REELS2. PICTORIAL SYMBOL SIGNSE�PICTOGFUJNMPICTOGRAM. GEACCIMPANIED BY THE EQUIVALENT VERSAJ. DESCRIPTION PLACED DIRECTLY BELOW HE THE BORDER PICTOGRAM SHALL BE A MINIMUM OF B'IN HEIGHT. SEC. 1 il7B.5,6.3. DIMENSION OF THE CONTRACTED GRADE SHALL BE USED IREiERBIRAIL 6. OTHER PORTIONS ED WHE DNS OF THESE STANDARDS. DOTS SHALL BE RAISED LE SYMBOLS ARE SPECIFICALLY REQUIRED IN 111713S.A. OF IIVASOVETHE BACKGROUND. SEC. CE ACCESSIBLE To AN USABLE By "WDE"M wo T ALL BUILDING E' S A ARE D PERSON SAN A EVE RY MUC.RIUNCTIOM N. OR LALtR ING TO AN ACCESSIBLE ROUTE OF TRAVELSHALL ENTIFED T DISPLAYING WE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTION I A A SIGN REQUIRED TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. SEC. 11178.5 AL SIGNS AS ,7 AND 1127B.3 8 ME PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES ED SS L BE PROVIDED AND HALUBEACCOMPANIED BYBRAIU EINMNFOR�CE�HSECTIOWS�llllS7851T�HERROUMlI B SIGNS SHALL INI ON THE WALL ADUACEK TO THE LATCH SIDE OF THE DOOR. MERE THE THE SIDE INCLUDING WALL SPACE ON LEUNG AT G RE IVU6 THE CENTER OF ON WE RIGHT, MOUOUWBILNEGLH�EIFGHDrOOSLIM"BGENSW�ML�IE PLACED ON WE NEAREST ABC E E FINISHED QA ADJACENT WALL tpHREESFIG PREFERABLYONLOCATION SHALL BE DETERMINED 80 THAT A PERSON MAY"PILCOUNITO R AG WITHIN X O F SIGNA0E WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWUNG OF A DOOR SEC1 1178.5.1A RING NO 11178.5.7.. POLE SUPPORTED PEDESITUAN TRAFFIC CONTROL BUTTONS SHALL BE IDENTIFIED WTH COLOR CODING a CONSIST ' 0 m SURFACE BORDER CONSISTENT D OF AEZ LURE HORWnALU"M�IMIDI GOIL�INN CODING CFO A. AND BELOW THE CONTROL BUTTON, CONTROL RE PLACED ANEDA 1�WIDE DARK IMMEDIATELY ADJACENT TO THE POLE. SEC 11178.54, BUTTONS SMALL BE LOCATED NO HIGHER THAN 4V ABOVE THE SUTELY ABOVE CONTROLS AND OPERATING MECHANISMS 111713.6 1, CONTROLS AND OPERATING MECHANISMS REQUIRED TO BE E MTHWEREQUIR EI.TS OF SECTION il 1 ACCESSIBLE By SECTION 1MA7 1-10 SHALL COMPLY EM 7S6. SEC 1117B.6.1. 2 CLEAR FLOOR SPACECHAIRI. A PERSON USING A HC?EMLKY SHALLWTNSBEEC PTIROoNVID1 1E8DBjk&THATCONTROLS,ALL OWS A FORWARD RECPA NA L M L A PPR OAC A BY OPERABLE EQUIPMENT SEC. 1117B,5.2. DISPENSERS, EPTACLES, AND OTHER 1, THE HIGHEST 011%tLE PART 01 ALL CONTROLS I EQUIPMENT SHALL PLACED Is C, THE PDG.PEN.SUET1.1.TELG AN OTHER OPERABLE IT IF FORWARD APPROACH AND SQAPPIRCIACHE. .. D R WITHIN 54" BUT NOT LDIVER THAN V IF .. 4, CONTROLS AND OPE GRASPING PINCHIN VTWVECHANUSMS SHALL OPERABLE NTH ONE 7oAPAGMT�D OR GREATER t 5 POUNDS OF FORCE. OF THE MUST. ATnLNNOT REQUIRE TIGHT FORCE SEC. 111]8.8.4. THE FORCE REQUIRED ED TRoLSSNAUL BE NO AND 1507.2, 1, WIN COMMERCIAL KITCHEN Mo COUNTER BAR L' LOCATED N GODMMACCUSEAARN SHALL IUCET CONTROLS AND OPERATING MECHANISMS OPERABLE M� MI IN ON AREAS HAVE A IN SHALL NOT REQUIRE G FIND PINCHING IRTWUST - mo C $HALL BE MRGA EN THAN 5," CNITHE ISI11 FORCE REQUIREDACTTVAITIV 7( LEVER'No(PERATED7 CONTROLS PUSH MECHANISMS ARE EXAMPLES 0 ACCEPTABLE DESIGNS. SELF CLOSING RME' AND ELECTRICALLY CONTROLLED INS F S M LOWED REMAINS OPEN FOR ATMAST 10 SECONDS. SEC. ISDIC2. E AIL IF WE FAUCET 6, VENDING MACHINES SHALL BE INSTALLED IN COMPLIANCE WITH SECTION 111784 THROUGH 11 17B 6.1. SEC. 11268 DN ELECTRICAL 11 17B.6.5 I THE CENTEROFJUNCTIONBOXES FOR RECEPTACLE AM ACCESSIBLE CAT MEETING WE CLEARANCES AND REACH ERE IREMENTSSHdF%EBCETIlNoNUI1lL8EBDSAETC11178.83AC S LE LOCATION T' AND21W(BAL 2 THE CENTER OF 11 GRIP 01 THE OPERATING HANDLE OF GO SWC S To a USED THE OF WE ROOM OR AREA To C NI OR OCCUPANT CONTROL UI Re UTNSD, E ERMA& MD EG ED BY COOLING, HEATING. APIDYENTILATING EQUIPMENT SHALL MEET WE REQUIREMENTS OF PART 2, PLAN E. OR BUILDING CODE (CBC) SECTION IIITEMSSI, E CALIFORNIA 3, THE CENTER OF FIRE MI INITIATING -ICES (BOXES) LoCATED'U"VET 3. FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDOWHALKL. SIRE HE EC 907 3 1 THROUGH 907 LEVEL OF WE 4, THEINSTALLATION AND SYSTEMS ANY OCCUPANCY NTHIN THE SCOPE OF THESE REGULATIONS SHIA EQUIPMENT TE PROMSIN OF THE CALIFORNIA ELECTRICAL CODE SEC, SHALL BE IN ACCORDANCE WITH NIS 201 HAZARDS AND PROTRUDING OBJECTS 11 33B.8 1. ABRUPT 4" INSEES N UIL ICE. 11 ESNAATALK 0EIRINENEWAL.KPAN' ET EXCEED �I A R' ,_ DIMENSION, SUCH PLANT OR FOUNTAINS T.UNASPILADIAIENTSTRUE ORDRPOEWAY WALK$, SIDEWALKS OR PEDESTRIAN ATE. No LEASTVIN k ,EW WAL WAYSSHALLBEIDE TIFII�DBY�NINGCURBMCJEENCTTITNoGAT SEC. Ilssa HEIGHT A E K OR SIDEW SURFACE TO WARN THE BLIND OF A POTENTIAL DROP OFF. 8 1 2, MEN A GUARD LEIR R 8V e S" N IWN REQ& D PROVIDED CENR'NED SIM A `TPRQUNEAAE`GWFfflE AMHUO2SEDEVV 7�D ME WSPI AGUMPER-CELOSOR LESS GRADIENT, ORNOADAXNTHAZARD UISTS. MC, 11339.81, FIG. 1-27(b). WALK S 3, OWECTS PROJECTING MOM WALLS WITH THEIR LEADING EDGES BETWEEN 27- AIND SO' ABOVE WE FINISHED FLOOR moTANUCE NO MORE THAN 4' INTO SEC 11 AHBAN6 1, FIG 11G7A WALKS. HAULS. CORRIDORS, PASSAGEWAYS, OR AISLES 9. OBJECTS MOUNTED WTV THEIR LEADING EDGES AT OR BELOVI ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT INTO W& 6 HAULS, CORRIDORS. PASSAGEWAYS. OR AISLES. SEC. 1 Ma$s. 1. FIG. I 7A, 5. FREE SANDING OBJECT:; MOUNTED ECT! MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12" MAXIMUM FROM - TO SO' ABOVE WE GROUND OR F NISFFLOOR. SEC, 1ISSBs,6 1, FIG IIB-78 6 PROTRUDING OBJECTS �U` NOT REDUCE WE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE SEC. I 1S3B 8 6 1 FIG 11 B-71) 7, W"S. HAILLS, CORRIDIRS PASSAGEWAYS, ALSL S R o $ LL HAVE BD' MINIMUM CLEM HEAD ROOM SEC 11338162 FIG, 11 7A DOR 8. MY OBSTRUCTION THA OVERHANGS S A PEDESTRIAN &QQr`EQQlAR1J0W6E TH E E WALKING SURFACE AS MEASUREL FROM THE BOTTOMOF88 EUCTi%MR01M2 FIG 11B.28. 9 WHERE A GUY SUPPORIIS USED PARALLEL AGUE BRACE, SID GUY OR Sir TH 0 TRAVEL INCLUDING BU NO U T SIDEWALKS. SIMILAR AS DEFINED 1330.2, SHALL EDV66f HMITED TO, SEC,1 ANGING U:WIL CORRE ION c of Tukwila CITY OF:I�LCI LTR# BUILDING DIVISION SEP 13 2019 TE SEPAM Fo,fT Fina PLUMP ENGINEERING INC. CONSULTING EIGNEERS N U"C"L PLU D-N EYNI 914E.K TELLA AVENUE ANAHEIM. CALIFORNIA 92805 P J714) 385-1835, F (714) 385Ia34 _.p,N'O COM ,,EQUIREO j:, M,h.II c.j.vdI PERMIT CENTEJ NUMBERSHEET ISI"NY-,N OU'Lg, "VGOO] • 0 . . . . . . . . . . . ...... ABOVE WHEkESP INGHANGERSARER EQUIRED. SUPPORT ONLY ONE PIPE MOM A HANGER OR TRAPEE HANGER. SUPPORTS OR HANGERS SHALL BE LOCATED ADJACENT TO MINDS AND IN AODMON TO ABOVE III PIPING SHALL BE SURPORIMID AT EACH OFFSET OR CHANGE 01 IIR�M,.AT IN210%, I GENERAL NOTES 1. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE PRIOR TO SUBMITTING BID, VISIT THE JOB SIR TO OBSERVE THE EXISTING CON,�QNS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECNFCAMMSAND P NS FOR ADDYIIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT.IN THIS POSITION OFTHE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES PRIOR M 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 FIND CONDITIONS DIFFER SIGNIFICANTLY FROM THOSE SHOWN ON THE DRAWINGS AND EFFECT PLUMBING WORK, INMRM ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH THAT AREA. 3. PRIOR TO BIDDING, CONTRACTOR TO VENT SITE AND VERIFY FIELD CONDITIONS. DIMENSIONS. SPACING AND ROUTING OF ALL PLUMBING PIPING. ANY DISCREPANCIES WITH FIELD CONDITIONS AND THESE DOCUMENTS AREM BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR IMMEDIATE RESOLUTION. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES MR CLEARANCES PRIOR TONE START OF WORK. H. CONTRACTOR SHALL COORDINATE WITH ALL OTHER MADE CONNECTION REQUIREMENTS PRIOR TO START OFWORK. S. SEE ARCHITECTURAL DRAWINGS FOR SCOPE AND EXACT PLUMBING FIXTURE UOCATKSN5 AND O"WITIES. 6. ALL WATER PIPING LOCATED ABOVE CEILING. REQUIRING TEMPORARY OR PERMANENT CAPPED CONNECTIONS SHALL BE PROVIDE Z. ALL CLEANOUTS SHALL BE ACCESSIBLE AND INSTALLED PER I.P.C. SECTION 7011.0, IN ADDITION. PROVIDE CUEANCILITS AT EACH IVJSINIL IS PROVIDEACCESSPA EUS IN WALLS MR SHUT-OFF VALVES. TRAP PRIMERS AND WATER HAMMER ARRESTERS. CONTRACTOR IS ADVISEOTHAT ITEMS REQUIRING ACCESS WILL NOT BE LOCATED ABOVE THEARW OF GYPSUM WARD CEILING WITHOUT CONSENT OF ARCHITECT. COORDINATE ACCESS PANEL LOCATIONS WITH ARCHITECTURAL DRAWINGS. 9. HANDICAPPED PLUMBING FIXTURES SHALL BE MOUNTED AT REQUIRED HEIGHTSAND WITH ALL REIATED ACCESSORIES AS REQUIRED BY THE STATE OF WASHINGTON, AND AMERICANS WITH DISABILITIES ACT (AM). II, PROVIDE AND INSTALL CHROME PLATED ANGLE STOPS AT ALL FIXTURES. 1. CONTRACTOR SHALL PROVIDE COMPLETE AS4UIBT DRAWINGS AT THE COMPLETION OF PROJECT MR REVIEW BY ARCHW/151HIGINEER. 12. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS/APPROVALS REQUIRED TO COMPLETE WORK. 13. CONTRACTOR SHALL CONTACT PLUMBING INSPECTOR MR REVIEW OF DRAWINGS PRIOR TO START OF ANY WORK. 14. CONTRACTORSHALL PROVIDE A COMPLETE PLUMBING SUBMITTAL FOR ALL PANG.EQUIPMENT, VALVES, ETC. TO ARCHITECT/ENGINEER MR REVIEW AND PRIOR TO INSTALLATION OF WORK, 15. 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 UNNE-Sa SHUT-0FP VALVES. 16. ALL LAVATORY FAUCETS SHALL BE PROVIDED WITH CODE -APPROVED FLOW RESTRICTOILS. 17. PROVIDE UNE SIN SHUT OFF VALVE ON ALL BRANCHES SWING MORE THAN TWO PIECES OF EQUIPMENT, PROVIDE ACCESS DOOR ICOCINDINATED WITH ARCHITECT) WHEN LOCATION FALLS ABOVE A HARD CEILING. 18. ALL HOT WATER PIPING TO BE INSULATED PER I.P.C. SECTION JE)4075. 19, ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ISOLATING VALVES ON WATER SUPPLY UNES. M ALL REQUIRED CUSA,OUT1 SHALL BE NSTAU. AS PER I.PC. SECTION 708 OF THE PLUMBING CODE 21. SLOPE MR DRAINAGE AND BUILDING SEWER SHALL BE M. a EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX (6) INCHES IN HEIGHT ABOVE THE FLOOD LEVEL RIM OF ME FIXTURE BEFORE BEING CONNECTED TO ANY OTHER VENT, 23. FLAT VENTS IT.. HORIZONTAL VENTS BELLOW THE FLOOD RIM OF THE FIXTURE) SHALL NOT BE ALLOWED FOR PLUMBING FUTURES THAT ARE WITHIN TRAP ARM DISTANCE OF ME WAILS. 24. NEWORREPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN 1.PC. SECTION 610 Of THE PLUMBING CODE. 25. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVESURFACESUNDER I.AVATORIES. U. THE FORCE REQUIRED TO ACTIVATE FAUCET AND OPERATING MECHANISM CONTROLS. SHALL BE NO GREATER THAN 5 UBF. 27. THE PLUMBING CONTRACTOR SHALL CONFORM WITH THE PLUMBING CODE MR TESTING OF DRAIN, WASTE, VENT, DOMESTIC WATER AND GAS PIPING. 0. PRIOR T INVAL�:"NOFCWPRMWAIRSn�,THEIWAUEII SHOULD ENSURE THAT THE To T INSTALLATION AREACOMPUES WIN ANY REGULATIONS AIIUCABLE TO AREAS EXPOSED TO EXPLOSIVE HAZARDS. P 29. ONCE THE COMPRESSED AIR SYSTEM INSTALLATION HAS BEEN INSTALLED PRIOR TO COMMISSIONING, M" THEINSTA ER SHOULD COMPLETE ALL TESTS, INSPECTIONS AN COMPLIANCE CHECKS AS I STATED IN CONTRACT AND ACCORDING TO SOUND ENGINEERING PRACTICE AND CURRENT LOCAL VENT, SHOULD M. PIPE SHOULD BE PROTECTED FROM MECHANICAL IMPACT. PARTICULARLY IF EXPOSED TO COLLISION WMMRK�InTRUCKSORWH�SffEDINANENVIRONM�TWUHMOYNGOVERHMOLOADS. 31. MILLION DROPS OF COMPRESSED AIR SHOULD BE AS CLOSE AS POSSIBLE TO THE MINT Of USE. Con ca I'LUO MINfERING INC 914 E. CFMU-A AVENUE A HEIM.CAUNFORNU,92805 P SHASTA BEVERAGES 1227 AndoVer Park 5 Tuk,Ala, WA 98188 W Lu d r-4 z t-u i V) -j LLJ < 0 0- < (1) Lu oe 00 Lu Z 00 > LLJ E CD = > oQ _0 z Q d < IN D -I—CODE - - �V�.-V-aM16L�L,1067NRICE APPRtlVED City of Tukwila BUILDING DIVISION OR wwI9 OGI 0 12019 SHEETNUMBER COR R 001 (111A -1y 0�1 ol <D. 'D -jF PF LAI T TUN- ED ON Ll FIT +FFHP-,HH1 MM, 2 914 E- KATEU-A AVENUE ANM,HEM CAUFORN� � 1. P 17 14) 3!%IT F¢(7.1.4�13BS-1 M REVIEWED FOR Q CODE APPROVED z LU OCT,092019 : ZE d,.-. City of TUkwila 6U.'LD'NGDlVfSI0N.: PIOD OCT 01 2019 CONSTRUCTION NOTES: - - r 15000 r J I 1 II P ilk H _ j 1r CA — - CAS •.o. — --1 (N) 2-112" PJ 2 t`i J — CA CA -® - _ - �(E)2-100 (E) 2-112" 0 " 1 r' OLT 01 2019 REVIEWED FOR -- --� CObE COMPLIANCE APPROVED Ot; 00 2019 PIN HORTH City of Tukwila 1777 BUILDING DIVISION PtUNP FNGIXF■E•`IXC SRGCNR LNLCNANICAL P�LUW NG 1. CONTRACTOR TO .FIELD VERIFY THE EXACT LOCATION AND S1ZE FOR THE EXISTING COPPER AR LINE AND CONNECT TO THE NEW PIPE. 2. GC TO PROVIDE AND INSTALL ALL OF THE OTHER NECESSARY MATERIALS FOR A COMPLETE COMPRESSED AR SYSTEM. FORA WITH 3. ALL COPPER PIPING ORALL BE TYPE E AND 250 PSI INTERNAL WORKING PRESSURE AND SOLDERED WITH 95-5. flEC,aIARCHINLR1aYEYIxG AaCxl2crvxAl 914 E.A AVENUE ANAHEIM. CAUCAUFORNk 923G5 P171d1 3B.41835, F171413BS:IB3/ ww.Peka.=om KEY NOTES: 1. EXISTING 21' AR LINE TO THE AR COMPRESSOR. 2. ROUrE NEW 2j' AIR LINE OM EXISTING 2 T' AIR LINE TO PALLErIPR ZER. 3. CONTRACTOR TO INSTALL THE REQUIRED VERTICAL PIPE BASED ON EXACT POINT OF CONNECTIONS FOR THE PALLEP2ER. SHASTA BEVERAGES 1227 Andover Park. E. Tukwila, WA 98188 .. Sfomp. rta�� - w Z w w U � (1)w o Lu _ 2 m > Q oQ m 03 E t~ Z Q 2O a a cQc 04 S[ . REVISIONS FORCITYSUBMTTAL OBQL19 cuENTRn Z a Lij Z Cie Q uj uj Ln N W CL a U (� Z w - 0 07 Q cuENTRa w. OR &SNt9 SHEET NUMBER ENLARGED COMPRESSED AIR LINE PLAN 1 P O kAR-COW