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Home My WebLink AboutPermit PG19-0125 - SHASTA BEVERAGES - GAS AND STEAM PIPINGSHASTA - GAS & STEAM PIPING 1227 ANDOVER PARK E FINALED 5/6/2021 PGI 9-0125 �~^� � ^U �~�� n Tukwila Department of Community Development 63OVSuuthcenterBoulevard, Suite #1DU Tukwila, Washington 9O1OQ Phone: 205'431'3678 Inspection Request Line: 206'438'9350 Web site: http://www.TukwilaWA.gov pLUM0|yA PIPING PERMIT Parcel No: 3523049072 Permit Number: PGl9'OI25 Address: 1227 ANDOVER PARK E Issue Date: 8/26/2020 Permit Expires On: I/22/3021 Project Name; SHASTABEVERAGES, INC ' GAS & STEAM PIPING Owner: Address Contact Person: Contractor: Address: License No: Lender: Name: Address: NATIONAL BEVERAGE CORP 8100SVV10THSTSTE4000, PLANTATION, WA, 333Z4 DAV|DKEHLE Phone; (206)433f00997 l9lOBONA|RDRSW, SEA ||LE,WA, 98116 ''' ''' Expiration Date: DESCRIPTION OF WORK: INSTALL NEW GAS LINE FOR NEW RELOCATED BOILER. INSTALL STEAM PIPING FROM NEW BOILER TO EXISTING CONNECTIONS, Valuation of Work: $21,500.00 Water District: TUKVV|LA Sewer District: TUKVV|LA Fees Collected: $295.92 Current Codes adopted bythe City vfTukwila; International Building Code Edition: international Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: as Code: Permit Center Authorized Signature: National Electrical Code: WA Cities Electrical [ode: VVA[Z96-46M: WA State Energy Code: Date: OS 21 05 21 2017 2017 2017 2015 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: Print Name: C-0\1'4--J�l e% r. This permit shall become null and void ifthe work bnot commenced within 1DUdays for the date ofissuance, orif the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: l: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. Z: All plumbing and gas piping systems shall beinstalled incompliance with the Uniform Plumbing Code and the Fuel Gas Code. ]: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 4: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. Itshall bethe duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work isready for inspection. 5: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision ismade toprotect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall beinsulated tominimum R-3. 6: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall bedirectly embedded inconcrete u/masonry. 7: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected |naccordance with the requirements nfthe building code. 8: Piping inthe ground shall belaid onafirm bed for its entire length, Trenches shall bebackfiUedinthin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, dnder0U,frozen earth, orconstruction debris. 9: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance nfthe jurisdiction. lO: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. ll: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 4U3ofWashington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (3V6)438-935V 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH'|NPLUK88|NG CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov P u bing/Gas Permit No. P6-8-0/,25 Project No. Date Application Accepted: Cf.-/1" iq Date Application Expires: 0-go (For office use or_yy) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 1227 Andover Park East Tenant Name: Shasta Beverage Inc King Co Assessor's Tax No.:3523049072 144 41, iqrtiii4 ?IiiCNew Tenant 0 Yes 11) . . No i e Number: Floor: 1 PROPERTY OWNER Name: Shasta Beverage Inc Address: 1227 Andover Park East City: Tukwila State: w Zip: 98188 CONTACT PERSON — person receiving all project communication Name: David Kehle Address: 1916 Bonair Dr SW City: Seattle State: WA Zip: 98116 Phone: 206433_8997 Fax: Email: dkehle@dkehlearch.com PLUMBING 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): $ 'tt Scope of Work (please provide detailed information): Install new steam boiler in new location within plant, remove existing boiler, install new gas line service to new boiler, install new steam piping to connect to existing steam piping, per plans. Building Use (per Int'l Building Code). industrial Occupancy (per Int'l Building Code): F1 Utility Purveyor: Water CITY OF TUKWILA Sewer: HAApplicationsWorms-Applications On Line12011 Applicationalumbing Penni! Application Revised 8-9-1 I.ducx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower single head trap Sinks Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 nun) diameter Gas piping outlets 1 Fixture Type I Qty 111 Dental unit, cuspidor Floor drain Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE L. S OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR Signature: Date: 0.11411 Print Name: David Kehle Day Telephone: 206-433-8997 Mailing Address: 1916 Bonair Dr SW Seattle WA 98116 City State Zip H:\Applications\Forces-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-I 1.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila Receipt Number R21426 DESCRIPTIONS ACCOUNT I QUANTITY PAID $2,752.30 PermitTRAK M19-0152 ; Address: 1227 ANDOVER PARK E Apn: 3523049072 $815.11 Credit Card Fee $23.74 Credit Card Fee R000.369.908.00.00 0.00 $23.74 MECHANICAL $753.69 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000,322.100.00.00 0.00 $720.54 TECHNOLOGY FEE $37.68 TECHNOLOGY FEE R000.322.900.04.00 0.00 $37.68 M19-0159 Address: 1227 ANDOVER PARK E Apn: 3523049072 $1,389.76 Credit Card Fee $40.48 Credit Card Fee R000.369.908.00.00 0.00 $40.48 MECHANICAL $1,285.03 PERMIT FEE R000.322.100.00.00 0.00 $1,251.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $64.25 TECHNOLOGY FEE R000.322.900.04.00 0.00 $64.25 M20-0068 Address: 1227 ANDOVER PARK E Apn: 3523049072 $308.42 Credit Card Fee $8.98 Credit Card Fee R000.369.908.00.00 0.00 $8.98 MECHANICAL $285.18 PERMIT ISSUANCE BASE FEE R000.322.100.00.08 0.00 $33.15 PERMIT FEE R000.322.100.00.08 0.00 $252.03 TECHNOLOGY FEE $14.26 TECHNOLOGY FEE R000.322.900.04.00 0.00 $14.26 PG19-0125 Address: 1227 ANDOVER PARK E Apn: 3523049072 $239.01 Credit Card Fee $6.96 Credit Card Fee R000.369.908.00.00 0.00 $6.96 GAS $103.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 PERMIT FEE R000.,322.100.00.00 0.00 $68.00 PLUMBING $118.00 PERMIT FEE R000.322.100.00.00 0.00 $83.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 Date Paid: Wednesday, August 26, 2020 Paid By: WILLIAM N JOHNSON Pay Method: CREDIT CARD 02708D Drintnd• \Norinocr•Inl, Diioiict 71 7r17r1 11 •r1R AM 1 of Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PG19-0125 Address: 1227 ANDOVER PARK n: 3523049072 $239.01 TECHNOLOGY FEE TECHNOLOGY FEE TOTAL. FEES PAID BY RECEIPT: R21426 R000.322.900.04.00 0.00 $11.05 Date Paid: Wednesday, August 26, 2020 Paid By: WILLIAM N JOHNSON Pay Method: CREDIT CARD 02708D Printed: Wednesday. August 26, 2020 11:08 AM 2 of 2 Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 08/26/2020 11:07:56 AM CREDIT CARD SALE VISA CARD NUMBER: **********8930 K TRAN AMOUNT: $2,752.30 APPROVAL CD: 02708D RECORD #: 000 CLERK ID: Bill X [CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy nr-s-ts, A74-1-11,,1 fil--,Inenntirvrt rin9rlicrtatrshAnc.11-inr11=nrirltTra RP)1/N.0n Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,451.08 D19-0294 Address: 1227 ANDOVER PARK E Apn:3523049072 $997.13 Credit Card Fee $29.04 Credit Card Fee R000.369.908.00.00 0.00 $29.04 DEVELOPMENT $968.09 PLAN CHECK FEE R000.345.830.00.00 0.00 $968.09 M19-0152 Address: 1227 ANDOVER PARK E Apn: 3523049072 $194.07 Credit Card Fee $5.65 Credit Card Fee R000.369.908.00.00 0.00 $5.65 MECHANICAL $188.42 R000.322.102.00.00 0.00 $188.42 M19-0153 Address: 1227 ANDOVER PARK E Apn: 3523049072 $126.23 Credit Card Fee $3.68 Credit Card Fee R000.369.908.00.00 0.00 MECHANICAL $122.55 PLAN CHECK FEE R000.322.102.00.00 0.00 PG19-0122 Address: 1227 ANDOVER PARK E Apn: 3523049072 $76.74 Credit Card Fee $2.24 Credit Card Fee R000.369.908.00.00 0.00 $2.24 PLUMBING $74.50 R000.322.103.00.00 0.00 $74.50 PG19-0125 Address: 1227 ANDOVER PARK E Apn 3523049072 $56.91 Credit Card Fee $1.66 Credit Card Fee R000.369.908.00.00 0.00 $1.66 GAS $25.75 PLAN CHECK FEE R000.322.103.00.00 0.00 PLUMBING $29.50 IMIMIIIIIIIMZIEIBEEIIMMIIMIIIIII TOTAL FEES PAID BY RECEIPT: R18546 R000.322.103.00.00 0.00 $29.50 $1,451.08 Date Paid: Wednesday, September 11, 2019 Paid By: NICHOLAS HEATON Pay Method: CREDIT CARD 011832 Printed: Wednesday, September 11, 2019 3:36 1 of 1 PM SYSTEMS CO TUKWILA ETKxKIT 6200 SOUT*[ENTER 8LVD TUKWIL4' WA 98188 286'433'1870 CITY OF TVKWIL4 Date: 09/11/2019 0]:]5:50 PM CREDIT CARD SALE VISA CARD NUMBER: ~****+****5811 K TnAw AMOUNT: $I'45I.88 APPROVAL [D: 011832 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVE, ANAHEIM, CALIFORNIA 92805 P:714,385,1835 F:714.385.1834 DESCRIPTION OF MECHANICAL REVISIONS FOR REV.4 Address: 1227 Andover Park E City: Tukwila, WA 98188 Date: 01/28/2021 Project: Shasta Beverages Inc. - Boiler Rm. Drawing No. M100 : PEI Job#: A.1911026 REVISION NO. RECEIVED T711tr OF TUKWIL A FEB 0 2 2021 1, Rotated Boiler No. B-1 180 degrees. PERMIT CENTER 2. Relocated Feed Water Tank No. FT-1 from the eastern part of the Boiler Room to the western part of the Boiler Room. 3 The Blowdown Tank No. BD-1 was relocated. Drawing No. M102 : 1. Showed the hot water piping layout on floor plan. This is a new drawing. Drawing No. M203 : 1. Showed the hot water cutsheet and specifications. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 01 2021 City of Tukwila BUILDING DIVISION PG 1? 01 A06,1 19L'OMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVE. ANAHEIM, CALIFORNIA 92805 P:714,385.1835 F:714.385.1834 DESCRIPTION OF MECHANICAL REVISIONS FOR REV.4 Address: 1227 Andover Park E PEI Job#: A.1911026 City: Tukwila, WA 98188 Date: 01/28/2021 Project: Shasta Beverages Inc. - Boiler Rm. Drawing No. M100 : REVISION NO. RECEIVED CITY OF TUKWILA FEB 0 2 2021 1. Rotated Boiler No. B-1 180 degrees. PERMIT CENTER 2. Relocated Feed Water Tank No. FT-1 from the eastern part of the Boiler Room to the western part of the Boiler Room. 3. The Blowdown Tank No. BD-1 was relocated. Drawing No. M102 : 1. Showed the hot water piping layout on floor plan. This is a new drawing. Drawing No. M203 : 1. Showed the hot water cutsheet and specifications. -1- PP T-ota CORRECTION REVISION NO.i. ES-009 Engineering Specification Job Name Shasta Beverage Job Location Engineer Approval 1227 ANDOVER PARK EAST, T Series 009 Reduced Pressure Zone Assemblies Sizes: 1/4" - 2" Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series is designed to protect drinking water supplies from dangerous cross -connections in accordance with national plumbing codes and water authority requirements for non -potable service appli- cations such as irrigation, fireline, or industrial processing. This series features two in -line, independent check valves, captured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy maintenance and assembly access. Sizes 1/4" - 1" shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Bronze body construction for durability 1/4 - 2° • Ball valve test cocks — screwdriver slotted 1/4" - 2" • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to back- siphonage and/or backpressure. The assembly shall consist of an intemal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all intemal components shall be through a single access bronze cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assembly shall meet the requirements of: USC; ASSE Std. 1013; AVVWA Std. C511-92; CSA B64.4. Shall be a Watts Series 009. tDoes not indicate approval status. Refer to Page 2 for approved sizes & models. NOTICE Inquire with goveming authorities for local installation requirements Approval Contractor's P.O. No Representative Contractor Lakeridge Plumbing & Mech., Inc. RECEIVED C-177 OF I UKWILA FE8 2 5 2d2i 009QT-S 009M2QT Test Cock No 3 Ball Type Test Cocks Test Cock No 2 First Check Module Assembly Relief Valve Assemb Cock No. 4 Second Check Module Assembly Water Outlet Now Available WattsBox Insulated Enclosures. For more information, send for literature ES-WB. NOTICE The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety inforrnation before beginning the installation of this product. Ai WARNING It is illegal to use this product in any plumbing system providing water for human consumption, such as drinking or dishwashing, in the United States. Before installing standard material product, consult your local water authority, building arid plumbing codes. Watts Product specifications In U.S„ customary units and metric are approximate and are provided for reference only, For Precise meaurements, piease comma Watts Tedukal Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- WAITS out prior notice and without incurring any obfigation to make such changes and modiTications on Watts product pm/lousy et subsequently sold. Pr. Ica .6h2 Available Models: '1/4" - 2" Suffix: QT - quarter -turn ball valves S - bronze strainer LF - without shutoff valves AQT - elbow fittings for 360° rotation 3/4" - 2" only PC - internal Polymer Coating SH - stainless steel ball valve handles HC - 21/2" inlet/outlet fire hydrant fitting (2" valve) Prefix: o - clean and check strainer 3/4" - 1" only U - union connections (see ES-U009) Materials: 1/4" - 2" Bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable poly- mer check seats for first and second checks. Removable Relief valve seats. Stainless steel cover bolts. Standardly furnished with NPT body connections. For optional bronze union inlet and outlet connections, specify prefix U (1/2" - 2"). Series 009QT furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows Pressure / Temperature Series 009 'A" - 2" Suitable for supply pressure up to 175psi (12.1 bar). Water temperature: 33°F - 180°F (0.5°C - 75°C). Standards USC ASSE No. 1013 AW.NA C511-92 CSA B64.4 IAPMO File No. 1563. 1-Does not indicate approval status. See below for approved models. e40,SSIti 1013 us USC-FCCCHR Approvals ASSE, AVVWA, CSA, IAPMO Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. UL Classified 3/4" - 2" (LF models only except 009M3LF) MODEL for 909, 009 and 993 sizes DRAIN OUTLET in, min A in. DIMENSIONS mm in. B mm WEIGHT lbs. kgs. 909AGA %"-1/2" 009, %" 009M2/M3 v, 13 2% 60 3% 79 0.625 0.28 909AGC 34"-1" 009/909, 1"-11/2" 009M2 1 25 3% 83 4% 124 1.5 0.68 909AGF 11/4"-2" 009M1, 1%"-3" 009/909, 2" 009M2, 4"-6" 993 2 51 4% 111 6% 171 3.25 1.47 909AGK 4"-6" 909, 8"-10" 909M1 3 76 6% 162 95 244 6.25 2.83 909AGM 8"-10" 9139 4 102 73/s 187 11% 286 15.5 7.03 909ELA %"-.1/2" 009, %" 009M2/M3 - - - - - - - - 909ELC %"-1" 009/909 - - 2% 60 2% 60 0.38 0.17 * 909ELF 1%"-2" 009M1, 1%"-2" 009/909, 2" 009M2, 4"-6" 993 - - 3% 92 3% 92 2 0.91 * 909ELH Vertic,a1 21/2"-3" 009/909 - - - - - - - - A------ " Epoxy coated Dimensions and Weight: 1/4" — 2" 009 1".*9 114111 SIZE in, in. A mm in. B mm in. DIMENSIONS C mm (APPROX.) D in. mm in. L mm in. STRAINER M mm DIMENSIONS N in. mm WEIGHT lbs. kis vy 10 250 4% 117 33 86 11/4 32 51/2 140 2% 60 21 64 5 2 % 10 250 45 117 3¼ 86 11/4 32 51/2 140 2% 60 2% 64 5 2 1/2 10 250 4% 117 3¼ 86 11/4 32 51/2 140 23/4 70 21/4 57 5 2 3/4 103/4 273 5 127 31/2 89 1'12 38 63/4 171 3346 81 23/4 70 6 3 1 14% 368 51/2 140 3 76 21/2 64 91/2 241 33/4 95 3 76 12 5 11/4 173 441 6 150 31/2 89 21/2 64 11% 289 41/46 113 31/2 89 15 6 11/2 17% 454 6 150 31/2 89 2'h 64 111/2 283 4% 124 4 102 16 7 2 21% 543 73/4 197 41/2 114 31/4 83 131/2 343 515/16 151 5 127 30 13 Suffix HC — Fire Hydrant Fittings dimension 'A' = 25" Capacity Performance as established by an independent testing laboratory.*Typic,a1 maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) 3/4" 009QT kPa psi 13/4" 009M2QT 172 25 138 20 103 15 69 10 35 5 .25 .60 .75 1 1.17 gpm 0 0 0 .95 1.9 2.9 3.8 4.5 Ipm Ap 0 kPa psi 138 20 117 17 96 14 76 1 55 8 35 5 pp 0 kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 AP 0 0 3/4" 009QT •i•i••••""n".".181...' kPa psi 172 25 138 20 103 15 69 10 35 5 AP 0 .25 .50 .75 1.25 1,50 2.5 3,1 gpm .95 1.9 2.9 38 4.8 5.7 9.4 11.8 Ipm 1/2" 009QT * kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 0 2 AP 0 7.6 1 2.5 3.8 95 5 1.5 5 7.5 10 12.5 15 gpm 19 28.5 38 47.5 57 Ipm 7.5 15 fps 2.3 4.6 mps 3/4" 009M3QT • kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 AP o 6 10 14 18 22 26 30 34 38 42 46 gpm 23 38 53 68 84 99 114 129 144 160175 Ipm 7.5 15 fps 2.3 4.6 mps * 1" 009M2QT 5 10 20 30 40 50 60 70 80 gpm 19 38 76 114 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps %WATrS® kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 0 10 20 30 40 50 60 0 38 76 114 152 190 228 5 7.5 10 1.5 2.3 3.0 11/2" 009M2QT psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 0 70 80 gpm 266 304 Ipm 15 fps 4.6 mps 10 20 30 40 50 60 70 80 90 100 110 120 gpm 38 76 1 4 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2" 009M2QT * 20 40 60 80 100 120 140 160 180 200 gpm 76 152 228 304 380 456 532 608 684 760 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps USA: T: (978) 689-6066 • F: (978) 975-8350 • Watts.com Canada: T: (905) 332-4090 • F: (905) 332-7068 • Watts.ca Latin America: T: (52) 81-1001-8600 • Watts.com ES-009 2021 2020 Watts 'Inc P INURING INC. Client: FILE STRUCTURAL CALCULATIONS REVIEWED FOR CODE COMPLIANCE APPROVED Proiect: Shasta — Boiler Roo Location: 1.227 Andover Park E, Tukwila, WA 98188 Building Code: 2015 IBC AUG 2 4 2020 City of Tukwila 3UltDINGINVISTON Plump File No: S.1911026 By: O.J. Date: February 11, 2020 Revisions: COR LTR# These calculations not valid unless signed and sealed in space above. RECEIVED CITY OF TUKWILA HAY 29 2020 PERMIT CENTER Architectural I Structural I Mechanical I Electrical I Plumbing I Civil I Survey 914 E. Katella Avenue, Anaheim, CA 92805 1 P: (714) 385-1835 j F: (714) 385-1834 C, i �. Project Name MTLSTUD WALLS Model: Bwam/Gtud-1 23.00 A Sontion: 6008102-33 (33ksi)Single CStud Page of Datc02/n/2O2o Simpson Strong-Tle@CFS Dusignern* 3.104 ~ \ I I.�4��0 ~' Loads have not been modified for strength checks Loads have been multiplied by0.7Ofor deflection calculations Flexural and Deflection Check Deflection K0mau Kx,nau/ m1pns Bracing x8m(B,c) Kxpos/ Span Ft -Lb K0axn Ft -Lb (|n) Ft -Lb Ma(Brc) (in) Ratio Span 440.8 0464 440.8 60.0 8521 0.517 0�556 U437 Q|stortiono|BucNmq Check Span K'phi LnmBnxc Ma-d Mmax/ lb-in0n in Ft -Lb Ma-d Span 0.00 2763 788.8 0,559 Combined Bondinnand Web Cripp|inq Reaction or Load Bearing Pa Pn Mmau Intr. Stiffeners Ft Load P(lb) (in) (|h) (|h) (Ft -Lb) Value Required? R2 767 --Shear NO Connection wYo|ip— R1 76.7 --Shear NO Connection v/c|ip- � 7 N oIMpoowxTRnwo-TIE COMPANY INC. wwmstrongtio.com ikw 084 VANN Project Name: MTLSTUD WALLS Model: Beam/Stud —1 Page 2vf 2 Date:Q2/11/202O Combined Bandinpand Shear Reaction or Vmax Mman Va V+M PtLoaW (|b) (Ft -Lb) Factor V[Va NVMo Intr. R1 763 OD 1.00 012 0.00 012 u2 76.7 0�0 1.00 012 OlN 012 Combined 8endinqand Axial Load Details Axial Ld Bracing(in) Max K-phi Lm Bracing Allow |nC: Span (|b) KyLy htLt KUr (lb-In/in) (in) load(lb) PYPa Value Span 192.0(c) 60.0 60.0 121 0.0 278.0 1636.9(o) 0.12 0.08 Simpson Stronq-Tie Connectors Connector Anchor Support Rx(lb) Ry(lb) Simpson Strong -Tie Connector Interaction Interaction R2 76'67 O OOOT25O43(33)&Anchorage Designed byEngineer 82.11 f6 NA R1 76.87 183 80OT125-33(33)&(2) .157^.3/4^embed SST 31.55% 31.94% PDPA/pDPATto26OUmwconcrete Simpson Strong -Tie Wall Stud Bridging Connectors Design Method =A|8|S100 Bracing Design Length Number of L8UBH LSUBH SUBH SUBM M8UBH MQUBH Gpmn/CantiLever (in.) Braces Pn(ib,) (Min)' (Max)' (Min)' (Max)' (Min)' (Max), Span OD 5 29464 OK (0.53) OK(VA0) OK(0,58) OK(U.58) NoSo|n NoSo|n Notes: 1)Values inparentheses are stress ratios. 2) Bridging connectors are not designed for back-back,box, or built-up sections. 3>Refemnue ,p^wv.o8nnnUunum for latest load data, important information, and general notes 4) CFS Designer will not select bridging connectors unless all flexural and axial bracing settings are the same. 5) If the bracing length is larger than the span length, bridging connectors are not designed. xIMpoowSTRONG-TIE COMPANY INC. *nmw.stmn000."wn 04 Project Name: MTL STUD WALLS Model: Roll Up Door Support Code: 2012 NASPEC [AISI S100-2012] Page 1 of 2 Date: 02/11/2020 Simpson Strong -Tie® CFS DesignerTM 3.2.0.4 14 ft Lateral Pressure to: Head/Sill Only Brace Settings Component(s) Members(s) Jamb Studs Vertical Header Lateral Header 600S162-54(50), Boxed 600S 162-54(50), Boxed 600T150-54(50), Single Summary Analysis Results Component(s) Members(s) Jamb Studs Vertical Header Lateral Header 600S162-54(50), Boxed 600S162-54(50), Boxed 600T150-54(50), Single Summary Design Results Component(s) Members(s) Jamb Studs 600S162-54(50), Boxed Vertical Header 600S162-54(50), Boxed Lateral Header 600T150-54(50), Single L/350 Simpson Strong -Tie® Connectors Jambs v Flexural Bracing Axial KyLy Axial KtLt (in) (in) (in) None Full Full Axial Load (Ib) None N/A N/A 1351.0 N/A N/A Deflection Span L/362 L/O L/223 NA None N/A N/A Max. Moment (Ft -Lb) 2415.0 3601.5 1378.1 Bending +Axial Parapet Interaction 0.98 0.71 NA 0.91 0 ft 10.5ft ,12 ft oft Design Loads Wall Lateral Pressure : RO Lateral Pressure : 5 psf Head/SIII Only Lateral Element Forces multiplied by 1 for strength checks Lateral Forces multiplied by 0.7 for deflection determination Header: Gravity Load at Header: Distortional K-Phl(lb- in/in) 0 0 0 Max. Shear(Ib) 247.5 1029.0 393.8 Shear Interaction Box (lateral combined) 14 psf Distortional Interconnection LM(in) Spacing(in) None None None Bottom Reaction (lb) 431.3 N/A N/A Web Stiffners 12 in N/A N/A Top or End Reaction (Ib) 247.5 1029.0 393.8 Design OK 0.48 NA Yes 0.18 No Yes 0.14 No Yes Connector Anchor SIMPSON STRONG -TIE COMPANY INC. www.strongtie,com Project Nome: MTLSTUD WALLS Model: Roll UpDoor Support Page 2nv2 Date: 0811/2020 Simpson Strong-Ue@ CFS Designer"' 3.2�.4 Support Rx(lb) RY(lb) Simpson Strong -Tie@ Connector Interaction Interaction R2 247,50 0.00 (2)GCYV5.5(2)&Anchorage Designed byEngineer 12.44% NA R1 431.25 1351.08 (2)FC847.SMo*12#12'14)&Anchorage Designed by 06.20% NA Engineer Reference catalog for connector and anchor requirement notes as well as screw placements requirement Qimpson_5tmng-TleO Wall Stud Bridging Connectors 0 Jambs Bracing Design Length Number of LSUBM LSUBH 8uSH SWBM M3U8H MOUBM SponkConuiLovor (in.) Braces Pn(|b.) (Min)' (Max)' (Min)` (Max)' (Min)' (Max)' Notes: 1>Values inparentheses are stress ratios. 2> Bridging connectors are not designed for bank-back.box.mbuilt-up sections. 8)Refeenom vm*w.sUnnqtiu.cnm for latest load data, important information, and general notes 4) CFS Designer will not select bridging connectors unless all flexural and axial bracing settings are the same, 5) If the bracing length is larger than the span length, bridging connectors are not designed. � � `' ^ \�� ' 14, KA~1 , ��.' ww�� uz�� ^ Ll �/vzw°� mMPSOwSTRONG-TIE COMPANY INC. www,stmngtio.com ,MW MW %W ^� 0" FCB Bypass Framing Fixed -Clip Connector SIMPSON Shying-1M CJ L. This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. N + The FCB clip is an economical, high-performance fixed -clip connector that can be used for a variety of framing applications. It is rated for tension, compression, shear and in -plane loads and offers the designer the flexibility of specifying different screw and anchorage patterns that conform to desired load levels. Features: • Rated for tension, compression, shear and in -plane loads • Provides design flexibility with varying screw and anchorage patterns that achieve different load levels • Strategically placed stiffeners, embossments and anchor holes maximize connector performance Material: 54 mil (16 ga.) Finish: Galvanized (G90) Installation: • Use the specified type and number of anchors, FCB49.5 • Use the specified number of #12 self -drilling screws to CFS framing. Note that #10 self -drilling screws can be used per the load tables given on strongtie.com, Codes: See p. 11 for Code Reference Key Chart Ordering Information: FCB43.5-R25, FCB45.5-R25, FCB47.5-P25, FCB49.5-R25, and FCB41 1,5-R25 contain: • Box of 25 connectors (screws not included) FCB43,5 Typical FCB Installation at Bypass Framing Typical FCB Installation for Roof Rafters 4 Typical FCB Installation at Sprandrel Studs and Kickers FCB45.5 CatIVVIr).11 0. 10,4,00 6 g in 6" 147)1( `'-'40 uo_fat t_ Typical FCB Installation at the Base of a 6" Jamb Stud fLj2 ReE0'I vi_L 63 Connectors for Cold -Formed Steel Construction FCB Bypass Framing Fixed -Clip Connector SIMPSON astronge-Tie id Connectors FCB Allowable Connector Loads (Ib.) Model No. Connector Material Thicicness mil (ga.) I. (in.) Mind Max. No. of #12-14 elf-Drillin Screws' Stud Thickness Code et. 33 mil (20 ga.) 43 mil (18 ga.) 54 mil (16 ga.) F13 F2 --T- F3' 1 F4' F,L, Fe F3' , F4' F1L4 F2' F Fez Min. 4 135 755 755 , 755 205 1,105 975 1,120 345 1,250 975 1.4 ., FCB43. 54 (16) 3 345 1,250 1,735 Max, 6 205 1,100 1,130 1.130 265 1.105 , 1,260 1,455 1,910 Min. 4 120 755 155 765 180 1,105 975 946345 1,105 975 1325 FCB45.5 54 (16) 514 Max. 9 155 1,100 1,260 1 1.1 0 210 1,105 .1.260 .1,485 345 1,105 I 1,735 1,925 ... . ..._ ... ... .. _ .. Min. 4 90 755 755 223 135 1,105 945 330 260 1,105 ' 945 365 I9C, l'CB475 54 (16) 715 L, Max. 12 205 1.100 1,260 705 265 1,105 1,260 1,050 345 1,105 1,735 1,445 LA Min. 4 90 755 755 170 110 1,105 945 255 110 1,105 946 365 FC849.5 54 (16) 914 Max. 12 205 1,100 1,260 7 9 265 1,105 1,260 , 1,115 345 1,105 1,735 1,200 Min 4 90 755 755 140 90 1,105 920 ! 205 90 11:105 920 365 FC8411.5 54 (16) 11K -1 1 ' 12 205 Max. 1,100 1,260 795265 1,105 1,260 1 860 .45 i 1,106 1,735 860 1. Min, fastener quantity and load values - 1111atl round holes; max. fa-tenQr quantity and load values - fi all round and triangular holes. 2. Allowable loads are based on clip capacity only and do not consider anchorage. The capacity of the connection systsm wdl be the minimum of the tabulated value and the allowable load horn the FOB Allowable Anchorage Loacls table on p. 65. 3. Anchorage to the supporting structure using welds or a minimum of (2) 412-24 seff-drilling screws is required. 4. Tabulated Fi loads are based on assembly tests with the toad through the centerline of stud, Tested tegure modes were due to screw pullout; therefore compare Fi against Fp calculated per ASCE 7-10 Chapter 13 with ao = 1.25 and Ro = 1.0. FCB Installation with Min. Fasteners FCB Installation with Max. Fasteners -TIE COMPANY IN-C. 9 54 Connectors. for Cold-Fo FCB Bypass Framing Fixed -Clip Connector SIMPSON Stivng-Tie FCB Allowable Anchorage Loads Anchorage Type Minimum Base Material I No. of I Anchors All able Load (Ib.) #12-24 self -drilling screws Simpson Strong -Tie X and XL Metal screws Simpson Strong-Te 0.157" x 4f1" power -actuated fasteners PDPAT-62KP Simpson Strong -Tie 0.157" x Ye" power -actuated fasteners POPAT-62KP Simpson Strong -Tie Ye" x 1W. Titan" 2 TTN26134H E70XX electrodes A36 steel 3,ic" thick A36 steel — i 3 715 465 305 190 330 135 195 1 85 i 140 16`. thick . 1 4 970 840 550 340 595 245 355 1 145 1 255. A572 or 2 585 410 265 165 ' 290 120 175 i 75 i 125 t ; A992 steel 3 800 465 305 190 330 135 195 ! 85 : 140 14s" thick 4 1,170 840 550 340-1 595 1 245 355 i 145 255 , . 2 380 415 Concrele T ' ec2,500 psi 3 525 470 470 290 4 0 210 305 t 210 1 225 = Fe F2 and F3 FCB43.5 FCB45.5 FCB47.5 FC849.5 FCB411.5 MiniMax MinfMax Mn Max Min. Max I Min. l Max 2 1,115 625 410 255 445 185 265 , 120 1 190 4 , — 3 1,645 690 450 280 490 200 295 135 1 210 4 2,230 1,256 820 365 890 1 355 535 i 275 l 380 2 390 410 265 165 290 120 175 i 75 i 125 ---1.- t 315 1951 315 140 205—t 140 150 4 675 j 645 630 390 280 410 280 300 436 steel Hard side: 2" 1 735 1,910 1,925 565 1,445 365 1,200 365 860 thick Free side: 1' __.1 „ _..... 1. Min. fastener quantity and load values — MI all round holes; max. fastener quantity nci load vales — 16 all round and triangular holes. 2. For additional important information, see General Information and Notes on p. 22. 3. Allowable loads are for clip anchorage only. The capacity of the connection system will. be the minimum of the tabulated attowat)le anchorage loads the allowable load from the FOB Allowable Connector Load tabte an p. 64. &Allowable loads for #12-24 self -drilling screws and PDPAT paNderactuated fasteners are based on insiallation in minimum i'l-thick structural steel with = 36 kw. PDPAT values are also provided for A572 steel. Valiiies fisted above maybe used 'Mere other 1hicknesses of steel are encountered or other manufacturers are used, provided that the tasloner has equal or better tested values (see p. 22), ft is the responsibilfty of the designer to sele.ct the .proper length fasteners based on the sleet thickness installation. 5. For screw fastener installation irito steel backed by concrete. predrilting of both the stec..1 and the concrete is suggested. For predritting use a maximum 4;6"-ciiarneter drAl bit. 1/2" min. for steel, min. at concrete (tyP.) Self -drilling screws shown. Other fasteners similar. 4" min. for steel, 5" min. at concrete _{typ.) Two Anchors Four Anchors F4 Three Anchors Free side of 'p Hard side of clip Weld FCB Anchor Layout F 5 (Z- fLE FE g-oCe orut_v id Connectors 65 Connectors for CoId-Formed Sleet Construction FCB Supplemental Information SIMPSON StrongTie id Connectors The following FCB supplemental information is given to help designers with value -engineered solutions tor our FCB connectors. Loads are given on our website for fastener patterns other than our standard "min." (fill all round holes) and "max." (fill all round and triangle holes). In addition, the tables on the website give LRFD loads and loads for #10 screws as well as #12 screws. Please visit strongtie.com/cfs and reference FCB clip. Table 1: FCB Screw Patterns Pattern "Min." Pattem "Max." FCB43.5 For load capacities for patterns 1 through 10, refer to FCB dip on strongtie.com. Pattem "Min." Pattem 1 Pattem 2 Pattem "Max." FCB45.5 FCB47.5 FCB49.5 Pattern "Min." Pattem 3 Pattern 4 Pattern 5 Pattern 6 Pattem "Max." Pattem "Min." Pattem 7 Pattem 8 Pattem 9 Pattem 10 Pattern "Max." FCB411.5 Pattern "Mn. Pattern 11 Pattern 12 Pattem 13 Pattern 14 Pattern "Max." Imi aro, WOO 66 .2 AC 1? CI: A -Or A ,e,(= On/ Connectors for Cold -Formed Sleet Consfrucfion SIMPSON SCW Head -of -Wall Slide -Clip Connector The SCW connectors offer 1 of upward and 1 of downward movement. They are primarily used in head -of -wall applications that require vertical movement relative to the structure, SCW connectors are often used to strengthen window and door jambs for projects that utilize slip or slotted track. Material: 54 mil (16 ga.) Finish: Galvanized (G90) Installation: • Use the specified type and number of anchors. • Use the specified number of #14 shouldered screws (included). Install shouldered screws In the slots adjacent to the No -Equal' stamp, • Use a maximum of one screw per slot. Codes: See p. 11 for Code Reference Key Chart Ordering Information: SCW3.25-KT contains: • Box of 25 connectors • 55 XLSH3461414 #14 shouldered screws SCW5.5- KT contains: • Box of 25 connectors • 83 XLSI-13481414 #14 shouldered screws Note: Replacement #14 shouldered screws for SCW connectors arc XLSH34 B14 I 4 -RP83. SCW Allowable Connector Loads Connector Model Material No, Thickness mil -) No. of #14 on.) Shouldered Stud Thickness 33 mil 43 mil 54 mil Code (20 ga.) (111 ga.) (16 ga.) Ref. F4 F4 F4 SCW325 54(16) : 3 VI 2 455 630 755 SCW5.5 54 (16) 5 )6 2' 455 630 995 3 455 630 1,220 WC, 1. When the SCW5.5 connector is used with two shouldered screws, install screws in the outermost slots. 2. Aflowable loads are based on dips installed with all holes in the anchor log filed with #12-14 screws, For other anchorage installations, the capacity of the connection system will be the mnimum of the tabulated value and the allowable load from the SCW Allowable Anchorage Loads table on p. 45. 4 1" clear to structure SCW5.5 Installation with Two Shouldered Screws (three shouldered screws arch SCW3,25 simiren) Install shouldered screws adjacent to No -Equal stamp (typ.). Do not attach studs to track. Strang -Tie XLSH3461414 #14 Shouldered Screw for Attachment to Stud Framing (inchiried) Typical SCW Installation with Stud Strut -TIE COMPANY INC. C 2327 45 20 Foe eEFer Typical SCW Installation at Stud C--6- 72- 0 0 6 (7, C-CF-2020 f.1 2 Connectors for Cold -Formed Steel Construction SCW Head -of -Wall Slide -Clip Connector SCW Allowable Anchorage Loads (Ib.) ' Model No. L SCW3.25 Anchorage Type — 412-24 self -drilling screws Minimum Base Material A36 steel 3/46" thick No. of Anchors 2 3 2 Allowable Load F4 715 745 Simpson Strong-Tte4 0,157" x MI" powder -actuated fasteners A36 l stee PDPAT-62KP - - Vis" thick 3 1,120 -_ Concrete Simpson Strong -Tie 2 325 , ;A" x I '3/4' Then° 2' — rc = 2,500 psi 3 400 A36 steel 2 775 412-24 seff-drilling screws V16" thick . 4 - 1— ,550 SCW5.5 Simpson Strong -Tie 0.157" x %" powder -actuated fasteners A36 steel 2 145 - -- -- 4 PDPAT-62KP is" thick 1,490 Simpson Strong -Tie Concrete 2 — 325 1/4" x 144" Then 2' fc = 2,500 psi 4 880 1 , For additional important information, see General Information and Notes on p. 22. 2, Allowable loads are for clip anchorage only. The capacity of the connection system wit be the minimum of Ihe tabulated value and the allowable load from the SCW Allowable Connector Loads table on p. 44. 3. Tabulated values require a minimum I end distance for masonry screws in concrete. 4. See Fastenwig Systems catalog (C-F-2019) on strongtie.com for more information on Simpson Strong -Tie fasteners. 1/2" min. ( 4' min. (typ. Track no shown for clarity (typ,), screws shown; other fasteners similar. Two Anchors TWo Anchors SCW3.25 Anchor Layout SCW5.5 Anchor Layout Three Anchors Four Anchors SIMPSON Strong -Tie Deflection Connectors — bolt sou /lF/2f(Eory 45 1 Inc ft 111M110 ic. WWW.PeiCa.COM PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 LATERAL ANALYSIS: SEISMIC LOAD: 2015 IBC. 2016 cBg, 2017 LABC/LACBC Fa 1.00 RISK il Fy 1.50 le 1,00 Ss 1.43 TANK SADDLE SUPPORTED SI = 0.53 R 3.0 Sms 1.43 C, 0.02 SM1 = 0.80 x = 0.75 Sips = 0.95 T 0.07 sec Sol = 0.53 no = 2.00 Cs (mp,x) = So1/(T(R/10) = 2.55 W ASCE 7-10 EQ. 12.8-3 Cs = SOS/(Rite) = 0.32 W ASCE 7-10 EQ. 12.8-2 CS(MIN 0.044 Sosle = 0.04 W ASCE 7-10 EQ. 12.8-5 Cs (MIN) = 0.5 Sii(Rile) = 0.09 W ASCE 7-10 EQ. 12.8-6 Cs = 0.32 W TANK INFORMATION: 100X HP Stock Boiler By Victory Energy DIAMETER = 4,44 ft SADDLE HT. = 0.85 ft @ CENTER LENGTH = 18.59 ft SADDLE HT. = 1.28 ft@ END EMPTY WT. 7.75 k SADDLE WIDTH = 2.69 ft CAPACITY = 552 GAL CONTACT WIDTH = 2.69 ft CONTENTS = WATER ANCHORS = 2,44 ft SPACING DENSITY = 62.4 pcf C.O.G. HT. = 3.81 ft [TAKEN @ 2/3 FOR SLOSHING) WT. CONTENTS - 4.60 k clAiNcHoRs = 2.56 ft WT. TOTAL = 12.35 k OVERTURNING ANALYSIS LATERAL 3,93 k MORTJNIN = 14.95 k-ft MRESISTINU 11.78 k-ft MOVERTURNING 3.17 k-ft TENSION 1.24 k NO. RESISTING = 2 ANCHORS TENSION x no = 1.24 k PER ANCHOR SHEAR = 3.93 NO. RESISTING = 4 ANCHORS SHEAR x Do = 1,96 k PER ANCHOR H A 8 E F STACK FLANGE DETAILS BOILER CONNECTIONS QTY, BOILER CONNECTIONS QTY. BOILER RATINGS 4 INIIiiik 10701 f /204 St Narth, Cvilins611e, 01( 74021 PR. 310 :Pi 0023 fkk :DA 174 0059 STEAM OUTLET: 2,112' CPLG I Q LOW FIRE HOLD 3141 NPT 1 NOMINAL BOILER HORSEPOWER: 100 HP LWCO (PRIMARY): 1' NPT 3 R STACK THERMOMETER; 112' NPT 1 DESIGN PRESSURE: 150 PSIG STEAM 2VICTIM' LWCO (AUX): NIA N/A S SIGHT PORT: 2" NPT 1 GROSS OUTPUT: 3,348 MBH 1 LWCO (PROBE): 1' NPT 1 T CHEMICAL FEED: NIA NA STEAM OUTPUT (FROM & 212*F), 3,450 LBSTHR RK BY DAIE Co NIT CESC14,11044 BOILER BLOWDOWN: 14144 NPT 1 U FOR: N/A NIA RATED INPUT; 4,185 MBH WKS SURFACE BLOWDOWN: 1.112" NPT 1 V EXTRA CONNECTION: N/A NIA BOILER DATA ,':,:,,,,,,;,',-, ' n '''' • ' ' ''''' '1""1" ' .1`,.,,,Z.: ,,..,:,,„:!..";',, 0 . "` ''''' :V.,'.' „.Z :,•!,"1:.,"."''' " .:,1Z.1,1 1,' ,,; .1., ; ,71,. series 0 SAFETY VALVE 1: 1-114" NPT 1 W EXTRA CONNECTION:% NIA NIA HEATING SURFACE (ASME): 500 Fri SAFETY VALVE 2: N/A N/A X EXT ONNECTION: N/A NIA FURNACE VOLUME: 19.85 FT^3 MANWAY NIA NIA Y EXTRA CONNECTION: N/A NIA TURNAROUND VOLUME WA HANDHOLE (SHELL): 1112" X 4-1(2" 4 Z EXTRA CONNECTION: N/A NIA STEAMING VOLUME 7.96 FT43 HANDHOLE (TS): NIA NIA AA EXTRA CONNECTION: N/A NIA STEAM RELEASE AREA: 23.21 FT^2 REP: WARE CLEANOUT PORT: NIA NIA 98 EXTRA CONNECTION: N/A N/A WATER CAPACITY (FULL); 552 GAL @ 4,593 LBS PROJECT: 100X HP STOCK BOILER FEEDNATER: 1-1)4" NPT 1 CC EXTRA CONNECTION; N/A NIA WATER CAPACITY (NWL): 493 GAL © 4,096 LBS SCALE ORAVVN BY OATE CHECKED BY DATE DRAWING NO, BOILER MODEL AUXILIARYNENT: N)A NIA DD EXTRA CONNECTION: NIA -/.. NIA SHIPPING WEIGHT: 7,750 LBS NTS MJM 3/311 MJM 3/317 VEO 13952 F3-013-548C-100X-S150-SB A H 11 11 1 1 11 11 ti t i t i (11111111111 11 t J 11 11(1 SIMPSON Strong -Tie Anchor Designer TM Software Version 2.8.7094,0 1.Proiect information. Customer company: Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-14 Units: Imperial units Anchor Information: Anchor type: Bonded anchor Material: A193 Grade 68/B8M (304/316SS) Diameter (inch): 0,500 Effective Embedment depth, ho (inch): 4.000 Code report: ICC-ES ESR-4057 Anchor category: - Anchor ductility: Yes hmin (inch): 5.25 C., (inch): 9.16 Cmin (inch): 1.75 (inch): 2.50 Company: Plump Engineering, Inc. Date: 2/11/2020 Engineer: AF Page: 1/5 Project: Shasta Beverages - Tukwila, WA Address: 914 E. KateIla Ave Phone: 714-385-1835 E-mail: AFlores@peica.com Project description: Location: Fastening description: B-1 Base Material Concrete: Normal -weight Concrete thickness, h (inch): 6.00 State: Cracked Compressive strength, fc (psi): 2500 ii)c,v: 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided at corners: No Ignore concrete breakout in tension: No Ignore concrete breakout in shear: No Hole condition: Dry concrete Inspection: Continuous Temperature range, Short/Long: 150/110°F Ignore 6do requirement: Not applicable Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 4.50 x 3.00 x 0.38 Recommended Anchor Anchor Name: SET-3G - SET-3G w/ 1/2°0 A193 Gr. B8/B8M (304/316SS) Code Report: ICC-ES ESR-4057 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strc)ng:rie Anchor Designer TM Software Version 2.8.7094.0 Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: Yes Ductility section for tension: 17.2.3.4.3 (d) is satisfied Ductility section for shear: 17.2.3.5.3 (c) is satisfied no factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No Strength level loads: Nua (lb); 1240 V.ax [Ib]: 1960 Vuay [lb]: 0 [ft-Ib]: 0 Muy (ft-lb]: 0 <Figure 1> X Company: Plump Engineering, Inc. Date: 2/11/2020 Engineer: AF Page: 2/5 Project: Shasta Beverages - Tukwila, WA Address: 914 E. Katella Ave Phone: 714-385-1835 E-mail: AFlores@peica.com 1240 Ib 0 ft4b 0 lb viA,c ovt Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847,3871 www.strongtie.com %NW bue4 WNW t • I r _ _ • I fl r I I C 1 ▪ _ t SIMPSON <Figure 2> Anchor Designer TM Software Version 28.7094.0 Company: Plump Engineering, Inc. Date: 2/11/2020 Engineer: AF Page: 3/5 Project: Shasta Beverages - Tukwila, WA Address: 914 E. Katella Ave Phone: 714-385-1835 E-mail: AFlores@peica.com Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 wvAcstrongtie.com 014 SIMPSON Strong -Tie Anchor Designer TM Software Version 2,8.7094.0 3. Resulting Anchor Forces Anchor Tension load, N.. (Ib) Company: Plump Engineering, Inc. Date: 2/11/2020 Engineer: AF Page: 4/5 Project: Shasta Beverages - Tukwila, WA Address: 914 E. Katella Ave Phone: 714-385-1635 E-mail: AFlores@peica.com Shear load x, V.., (Ib) Shear load y, Vuay (Ib) Shear load combined, 4(Vu.)2+(V.8y)2 (Ib) 1 1240.0 1960.0 0 . 0 1960.0 Sum 1240.0 1960.0 0.0 Maximum concrete compression strain (%o): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (Ib): 1240 Resultant compression force (Ib): 0 Eccentricity of resultant tension forces in x-axis, e'r., (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'N, (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'v, (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 4. Steel Strength of Anchor in Tension (Sec, 17,4.1) Nsa (Ib) qt 0/Vs8 (Ib) 8095 0.75 6071 5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.21 Nb = kc2e, f cher15 (Eq. 17,4.2.2a) kc Ae f c (psi) ha (in) Nb (lb) <Figure 3> 1960.0 17.0 1.00 2500 4.000 6800 0.750Ncb = 0.750 (A / A 1 ti, W g, N (Sec. 17.3,1 & Eq. 17.4.2.1a) ,-Nrc . -Nco, - ed.N - c.N - cp,N -b Y ANC (in') ANco (in' V'c,N Ycp,N Nb (Ib) 0 0.750N.. (Ib) c., (in) iea,N 1.000 1,000 144.00 144.00 - 1.00 0.65 6800 3315 6. Adhesive Strength of Anchor in Tension (Sec. 17.4,5) rk,,, = r...rfshort•lermKsal('f'c / 2,500)"cm.se,s rk,c, (psi) fshort-ferm K sal aN sens f. (psi) n 1402 1.00 1.00 0.90 2500 0,24 Nba = A a rvirdehe (Eq. 17.4.5.2) 28 r., (psi) de (in) her (in) Nbe (lb) 1.00 1262 0.50 4.000 7928 0,750N. = 0,750 (Ania/A/00)nywe (Sec. 17.3.1 & Eq. 17.4.5,1a) Am, (in') Aneo (in') CNa (in) Ce.roo (in) 205.45 205.45 7.17 ONs..r = 0.550N.8 (Eq. 17.3.1.2) 0 No.(ib) ON...t (Ib) 0.65 7928 2834 rk,cr (psi) 1262 gjeci.Na No (Ib) 0 0.750N. (lb) 1.000 1.000 7928 0.65 3865 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc;. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com low *or %la SIMPSON Strong -Tie Anchor Designer TM Software Version 2.8.7094.0 Company: Plump Engineering, Inc. Date: 2/11/2020 Engineer: AF Page: 5/5 Project: Shasta Beverages - Tukwila, WA Address: 914 E. Katella Ave Phone: 714-385-1835 E-mail: AFlores@peica.com 8. Steel Strength of Anchor in Shear (Sec. 17,5,1) V,. (Ib) Oroui 0 av,sQi$ 09MutaV,sois0Vsa (lb) 4855 1.0 0.65 0.80 2525 10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.5.31 = � minikcpA4 ; kcp/Vol = � minikp(Aisk Anteo)`Pod,No Svcp,NoN be ; kcp(Anic/ Arica) Y N VC.N.Fcp.NNbl (Sec. 17.3.1 & Eq. 17.5.3.1a) Alva (1n2) ANao (in2) 54'ed,Na Nba (Ib) N8 (Ib) 2,0 205.45 205.45 1.000 1.000 7928 7928 ANC (1n2) ANCO (in2) SP,,N /p,N Nb (lb) No (lb) � OVcp (lb) 144.00 144.00 1.000 1.000 1.000 6800 6800 0.70 9520 11. Results interaction of Tensile and Shear Forces_ISec. R17.61 Tension Factored Load, Nua (Ib) Design Strength, eNn (Ib) Ratio Status Steel 1240 6071 0.20 Pass Concrete breakout 1240 3315 0.37 Pass Adhesive 1240 3865 0.32 Pass Adhesive (sustained) 1240 2834 0.44 Pass (Governs) Shear Factored Load, V. (Ib) Design Strength, aVn (Ib) Ratio Status Steel Pryout 1960 2525 0.78 Pass (Governs) 1960 9520 0.21 Pass IR Interaction check (N.APNvo)5/3 (V../q5Vue Combined Ratio Permissible Status Sec. R17.6 0.25 0.66 90.8°/0 1.0 Pass ✓ ig SET-3G w/ 1/2"0 A193 Gr. B8/88M (304/316SS) with hef = 4.000 inch meets the selected design criteria. 12. Warnings - Per designer input, ductility requirements for tension have been determined to be satisfied — designer to verify, 6▪ sw - Per designer input, ductility requirements for shear have been determined to be satisfied — designer to verify. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847_3871 www.strongtie.com nc www.peica.com PLUMP Engineering, Inc. 914 E. KateIla Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 LATERAL ANALYSIS: SEISMIC LOAD: 2015 IBC, 2016 CBC, 2017 LABCILACBC RISK II 1p 1.00 Fa 1.00 Rp 6.0 Ss 1.43 aP 2.5 Sms 1.43 z = 0,0 SDS = 0.95 r = 1.0 C20= 2.5 FP(M) 1.6S0sIpWp 1.53 Wp ASCE 7.10 EQ. 13.3-2 Fp = 0.4apS0slp(1+2z/r)/RpW, = 0.16 Wp ASCE 7-10 EQ. 13.3-1 FP(MIN) 0.3SDslpWa = 0.29 Wp ASCE 7-10 EQ. 13.3-3 1.4 0.29 W NON-STRUCTURAL. UNIT: Water Heater by Intellihot WEIGHT 730 lb HEIGHT = 2.50 ft WIDTH = 3.69 ft LENGTH = 7.34 ft WEIGHT — 26.93 psf FE OVERTURNING ANALYSIS: LATERAL = 209 Ib MOT = 261 lb-ft MRE = 1213 Ib-ft --• NO OVERTURNING I ANCHORAGE NO. ANCHORS = 4 NO. TEN. = 2 ANCHORS NO. SHEAR = 4 ANCHORS TENSION = 0 lb/ANCHOR SHEAR 130 lb/ANcHoR um/ 209 Ib P*4 Intellihot Date: Project Name: Project #: City/St/ZIP: Engineer: Contractor: Kev Features r---1 -Multiple Stainless (316L) Heat Exchangers -Flexible-Floating Design, stress -relieving and thermal shock resistant. -Built-in Redundancy - Multiple heat engines • with individual controls, -Multi-Unit - Masterless cascading with common venting. -Gas Pressures - Operates on gas pressure fl range of 2.5"-14" w.c. • -ASME-HLW Compliant -Designed and Built in the U.S. -7" Color Touch Screen - access to usage data, troubleshooting, and parts wear. -Wi-Fi Connectivity Performance -Turndown Ratio of 25:1 per unit. -Cascade up to 4 units with common venting for e total of over 3000MBH and a 100:1 total turndown ratio Flow (GPM) i0751, Gen II Submittal Data Tag: Fuel Type: IDNatural Gas ri Propane Factory Option: El iNTouch-BMS Temperature Rise (L,T) °F 40 35.4 50 28.4 60 23.6 70 20.3 80 17.7 90 15.8 100 14.2 Dimensional Specifications 6.1 [16 61 3 7 1951 [2361 FRONT VIEW 53.1 ORK-LIFT CHANNELS [1318] 50.7 0289] 44.3 [11251 48.0 [1219] REMOVABLE SIDE PANEL 50.6 [12851 foe -gerg-got-ce-opc-,1 [1517] [1307] [1107] [178] [381] [467] .REMOVABLE REAR PANEL REAR VIEW (FRONT) BOTTOM VIEW 6" PVC OR PP EXHAUST 2" WATER OUTLET --2" WATER INLET 6" OD FLANGE --1" PVC CONDENSATE DRAIN 11.3 [286] [126] [114] [102] 0 5 [13] Specifications Type Fuel Minimum Input (BTUs/hour) Maximum Input (BTUs/hour) Maximum Output (BTUs/hour) Thermal Efficiency Turn Down Ratio (TDR) Water Inlet / Outlet Connections Gas 'nlet Connection Condensate Drain Connection Maximum Condensate Flow Rate (GPH) Dimensions H X W X D (inches) Service Clearances Weight (lbs) Venting Type Venting Materials (USA) Venting Materials (Canada) Vent Size (Diameter) Max 6" Vent Length - Single Pipe / Power Vent Max 6" Vent Length - Two Pipe / Direct Vent Safety Water Pressure Min / Max (PSIG) Pressure Relief Valve NG/LP - Min. Dynamic Gas Pressure (Full Fire) NG/LP - Maximum Static Gas Pressure Gas Pressure for Adjustments Electrical Power Consumption Internal Water Volume (gallons) High Turn Down Built -In Redundancy Cascading Common Venting Heat Exchanger Listing Hot Water Capacity (45F Rise) Hot Water Capacity (70F Rise) Hot Water Capacity (90F Rise) Hot Water Capacity (100F Rise) Hot Water Capacity (140F Rise) v InteIIihor www.intellihot.com Intellihot Inc. 2900 W. Main Street Galesburg, IL 61401 877.835.1705 sales@intellihot.com Indoor/Outdoor, Floor Mounted, Condensing, Fully Modulating, On -demand Water Heater Preset for NG / LP convertible without additional parts 30,000 751,000 705,000 94% 25:1 2" Headers with 6" OD Flange 1-1/4" Gas Inlet With 4-5/8" OD Flange 3/4" Flex PVC 5.4 67.7 X 30 X 44.3 (48 cu. ft) Recommend 24" on all sides, 32" in the front 730 Direct Vent (2 pipe - intake & exhaust), Power Vent (1 pipe - exhaust only) Sch. 40 PVC, Sch. 40 CPVC, Polypropylene, Stainless Steel Type BH Gas Vent Classes: II A (PVC). li B (CPVC). II C (Polypropylene). I (AL 29-4C SS) 6" 0 220 ft+ 110 ft* Venting Note: From the maximum lengths above. deduct 5 ft. per 90° elbow and 2 ft. per 45° elbow Ignition Electronic Spark Ignition Temperature Range 100°F - 190°F Temperature Stability +/- 4°F Installation Location Ambient Temperature 40°F - 130°F Flame Rod, Thermal Fuse, Overheat Prevention Device, Fan Speed Monitor, Flue Temperature Monitor, Blocked Vent Detector. Dual Flame Sensing 30 / 160 3/4" 0 / Select Btu/h Input Rating to match Model Maximum Input / 160 PSIG 2.5" (non -corrugated, black iron) 14" 8" for NG, 11" for LP 120V AC, 60 Hz Max 16 Amps, 32W (Standby) 3 25:1 Multiple Heat Engines w/ Individual Control Masterless, 4 units, Automatic Rotation Yes - up to 4 units Expandable, Stainless 316L ETL (Z21.10.3 / CSA 4.3), ASME HLW us Intertek 31.5 20.3 15.8 14.2 10.1 Ultra Law NOz Designed in the heartland. Built for the world.'" Intellihot's policy of continuous product improvements. design and technica3 specificat 0 g 5 2 8 7-1 fig WOO wr PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 www.peica.com LATERAL ANALYSIS: SEISMIC LOAD: 2015 IBC, 2016 CBC, 20 7 LABC/LACBC Fe Ss S, SMS SM1 Sps SDI i LX) RISK II 1.50 le 1.00 1.43 TANK SADDLE SUPPORTED 0.53 R = 3.0 = 1.43 = 0.02 0,80 x 0.75 = 0.95 T = 0.08 sec = 0.53 no = 2.00 Cs (MAX) = SDAT(R/le)) 2.29 W Cs = Sosi(Rile) 0.32 W Cs (km) 0.044 Sosle = 0.04 W 0.5 SARII.) CS(MIN) 0.09 W Cs = 0.32 W TANK INFORMATION: Feed Tank ASCE 7-10 EQ. 12.8-3 ASCE 7-10 EQ. 12.8-2 ASCE 7-10 EQ. 12.8-5 ASCE 7-10 EQ. 12.8-6 DIAMETER = 2.08 ft SADDLE HT, = 4.00 ft @ CENTER LENGTH = 5.25 ft SADDLE HT, = 4.00 ft @ END EMPTY WT. = 1.00 k SADDLE WIDTH = 4.00 ft CAPACITY = 18 CU.FT. CONTACT WIDTH = 4.00 ft CONTENTS = WATER ANCHORS = 3.75 ft SPACING DENSITY = 62.4 pcf C.O.G. HT. = 5.39 ft [TAKEN @ 2/3 FOR SLOSHING] WT. CONTENTS = 1.12 k dANCHOR 5 = 3.88 ft WT. TOTAL = 2.12 k OVERTURNING ANALYSIS LATERAL 0.67 k MDVERTURNING = 3.62 k-ft MPESISTING 3,00 k-ft MOVERTURNING 0.62 k-ff TENSION = 0.16 k NO RESISTING 2 ANCHORS TENSIQNxDo 0.16 k PER ANCHOR SHEAR = 0.67 NO. RESISTING 4 ANCHORS SHEAR x Do = 0,34 k PER ANCHOR A E OVERFLO' TEMP, GAUGE CHEM 1/2' LWCOFLOA!1 GG 8 117 e ITFICAL SUCTION RR% ATTENTION 11 IS STRONGLY RECOMMENDED 16AT ALL JOINTS, :PIONS, MOOFMNG FASTTNEFLS. ANO CONNECTIONS DE CHECKED FOR TIGHTNESS AND ALIGNMENT AFTER INSTALLATION TOENSUREPROPER PERFORMANCE r 2 I 4 ir 5 1 DRAIN 1112' 6 0 0 0 RECIRC 7 ar •GLF 9 I 10 11 t 12 RIGHT END 2' COND. COND. RETURN RETURN PUMP RECIRC 1' 5 1 7 1 8 4? SFRLICE CLEARANCE WAREING: LIFTING LUGS OR EFE11F PROMOEO ON THE TEM SHALL ONLY DE USED TO 1.1F r THE VERSE L WiENIF IS DRY IEVPTTl uRNc VESSEL CONIN1NG LKILL D CAM RESULT IN OAHADE TO THE EOLIPMENT AND/DR SERIOUS PE %SOK 606146 !AE11SAREF0T11 4W0SH0LDN0T BE SED IN RESTER ClIvE lAYDLTTS OR 10 FRFFABRIC.47 A SEJOJES TIFICAC 13 .[ 14 I 15 16 PROJECT SHASTA BEVERAGES TUKWILA, WA rj r) r) rr EQUIPMENT CORPORATION MENOMONEE FALLS, INSGONSIN TH5 DRAMAGIS PROPERTY OF PBBS EoUPMENT CORPoR,RTION, HFNOLONEE FFLLS,Ht II IS SAJECT TO cnANCE HITHOUT NORGE *DI S Nor To BE CORED OR USEDIN ANY WAY DETPMENTAL TO PEES EDLIHMEN 1 CORRORAIION SuGGES IONS AND IIFFORMAIGN cONTNNED ON 11$ DRANK ARE NOT WINDED TO SDKNANT NANONAL OR 1,0CAL CODES CR LAWS, 10 I 11 1 12 I SCALE DRAWING NONE 1812201143 DO REV SIZE a 13 1 14 I 15 1 16_, DATE 12-20.2016 SHEET 1 OF 2 A 0 E F G 1E111111111111.11111t111tilitil1111(1 6.r , Pi! inc 411111E11AI M. PLUMP Engineering, Inc. 914 E. KateIla Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 www.peica.com LATERAL ANALYSIS: SEISMIC LOAD: 2015 IBC 2016 CBC, 2017 LABCILACBC Fa 1.00 RISK I I F = 1,50 le = 1.00 Ss 1.43 TANK = ELEVATED W/ UNBRACED LEGS SI= 0,53 R = 2.0 SMS = 1.43 = 0.02 SM1 = 0.80 x = 0.75 SDS 0.95 T = 0.09 sec SDI 0.53 Oo = 2.00 Cs(M) Spi/(T(R/10) 2.90 W ASCE 7-10 EQ. 12.8-3 Cs = S0si(R/1.) = 0.48 W ASCE 7-10 EQ. 12.8-2 Cs (MIN) 0.044 Spsle = 0.04 W ASCE 7-10 EQ. 12.8-5 CS(MIN) = 0.5 SI/(R/le) = 0.13 W ASCE 7-10 EQ, 12.8-6 Cs = 0.48 W TANK INFORMATION: Blowdown Separator, Model No. A56B by Cleaver Brooks HEIGHT DIAMETER EMPTY WT. CAPACITY CONTENTS DENSITY WT. CONTENTS WT. TOTAL 7.63 ft C.O.G. HT. 6.06 ft [TAKEN @ 2/3 FOR SLOSHING] 1.17 ft d = 0.94 ft 0.58 k SUPPORT HT. = 2.92 ft 37.65 GAL SPACING = 1.08 ft S.G. 1,0 62.4 pcf 0.314 k 0.894 k Q.; OVERTURNING ANALYSIS LATERAL MOVERTURNING MRESISTING MOVERTURNING TENSION NO. RESISTING TENSION x Oo SHEAR NO, RESISTING SHEAR x 00 0.43 k 2.58 k-ft 0.37 k-ft 2.21 k-ft 2.36 k 1 LEGS 4.71 k PER LEG 0.43 3 LEGS 0.28 k PER LEG SIMPSON Strong -Tie Anchor Designer TM Software Version 2.8.7094.0 1.Profect information Customer company: Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-14 Units: Imperial units Anchor Information: Anchor type: Bonded anchor Material: A193 Grade B8/B8M (304/316SS) Diameter (inch): 0,625 Effective Embedment depth, her (inch): 4.000 Code report: ICC-ES ESR-4057 Anchor category: - Anchor ductility: Yes hroin (inch): 5.38 Cc (inch): 8.37 Crnin (inch): 1.75 Smin (inch): 3.00 Company: Plump Engineering, Inc. Date: 2/11/2020 Engineer: AF Page: 1/5 Project: Shasta Beverages - Tukwila, WA Address: 9 4 E. Katella Ave Phone: 714-385-1835 E-mail: AFlores@peica.com Project description: BD-1 Location: Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (inch): 6.00 State: Cracked Compressive strength, fc (psi): 2500 Ll)c,v: 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided at corners: No Ignore concrete breakout in tension: No Ignore concrete breakout in shear: No Hole condition: Dry concrete Inspection: Continuous Temperature range, Short/Long: 150/110°F Ignore 6do requirement: Not applicable Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 4.00 x 8.00 x 0.38 01 Recommended Anchor Anchor Name: SET-3G - SET-3G w/ 5/80 A193 Gr. 88/B8M (304/316SS) Code Report: ICC-ES ESR-4057 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility, Simpson Sirong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 1_ • 4 .1 (—; 4. 1 • r SIMPSON Anchor Designer TM Software h.LF - ' Version 2.8,7094 0 tit Load and Geometry Load factor source: ACI 318 Section 5,3 Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: Yes Ductility section for tension: 17.2,3.4,3 (d) is satisfied Ductility section for shear: 17.2.3.5.3 (c) is satisfied Ch) factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No Strength level loads: N,a [Ib]: 4710 V.. [Ib]: 280 VL,ay [Ib]: 0 M [ft-lb]: 0 Mu), [ft-lb]: 0 Muz [ft-lb]: 0 <Figure 1> X 0 ft-lb z 4710 lb Company: Plump Engineering, Inc. Date: 2/11/2020 Engineer: AF Page: 2/5 Project: Shasta Beverages - Tukwila, WA Address: 914 E. Katella Ave Phone: 714-385-1835 E-mail: AFlores@peica.com 0 ft-lb 0 lb C-1 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strono-Tio Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com • ; • r r 1 SIMPSON Anchor Designer TM Software Version 2.8.7094.0 Company: Plump Engineering, Inc. Date: 2/11/2020 Engineer: AF Page: 3 5 Project: Shasta Beverages - Tukwila, WA Address: 914 E. Katella Ave Phone: 714-385-1835 E-mail: AFlore peica.com 4. <Figure 2> 8.00 t 5.00 1. I t .1 1_ 1 , Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Str)rg Gernpam„zIr,:::. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925,847.3871 www.strongtie.com z SIMPSON Strong -Tie Anchor DesignerTM Software Version 2,8.7094.0 3. Resulting Anchor Forces Anchor Tension load, Nub (lb) 1 2355.0 2 2355.0 Company: Plump Engineering, Inc. Date: 2/11/2020 Engineer: AF Page: 4/5 Project: Shasta Beverages - Tukwila, WA Address: 914 E. Katella Ave Phone: 714-385-1835 E-mail: AFlores@peica.com Shear load x, V. (Ib) 140.0 140.0 Shear load y, Vy (Ib) 0.0 0.0 Shear load combined, AV.)2+(Vbay)2 (lb) 140.0 140.0 Sum 4710.0 280.0 Maximum concrete compression strain (%o): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (Ib): 4710 Resultant compression force (Ib): 0 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'v,, (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 4. Steel Strength of Anchor in Tension (Sec, 17.411 Nsa (Ib) 0 ONsb (Ib) 12880 0 75 9660 5 Concrete Breakout Strength of Anchor in Tension (Sec. 17.4 21 Nb = kcAaN tchetib (Eq. 17.4.2,2a) kc ,ta fc (psi) hi,f (in) Nb (Ib) 17.0 1.00 2500 4,000 6800 0.0 280.0 <Figure 3> 0,750Ncaq =0.750 (Aft/ A Nco)V'ec al 'Pecl.N Vic.N 'Pcp,NN b (Sec. 17,3.1 & Eq. 17.4.2.1b) AN c (in2) AND° (1n2) cb,mib (in) Pbb,N Poi Visp,N V'erl,N 204.00 144.00 - 1.000 1.000 1.00 1.000 6800 Nb (Ib) 0 0.65 0.750Nog (Ib) 4696 6. Adhesive Strength of Anchor in Tension (Sec. 17.4.5) rk,cr = rk,crfshart-termK sat (I's / 2, rk,sal , (psi) f short-Kterm aN.seis fc (psi) n nisi- (psi) 1356 1.00 1.00 1.00 2500 0.24 1356 Nbo = A. . rvirdohe (Eq. 17.4.5,2) / 1 rc, (psi) da (in) her (in) Nb. (Ib) 1.00 1356 0.63 4.000 10650 0.750N.9 = 0.750 (Alvd Arv.o)Yec.Na Wad.Na Wcp,NaNca (Sec. 17,3.1 & Eq. 17.4.5.1b) Pcp,Na 0.750Nag (Ib) AN. (in2) ANaO (1n2) CNa (in) Ca.mln (in) Sr/eC,Na Wed,Na Nbb(lb) 10650 0 394.72 307.10 8.76 1.000 1.000 0.65 6673 1.000 Ws.: = 0.550Nba (Eq. 17.3.1.2) 0 Na(Ib) 0.6500ilsiie (Ib) 10650 3807 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94586 Phone: 925,560.9000 Fax: 925.847,3871 www.strongtie.com SIMPSON Strong Anchor DesignerTM Software Version 2.8.7094,0 8. Steel Strength of Anchor in Shear (Sec. 17.5.1,1 V. (Ib) Ovoui0 7730 1.0 0.65 a V, seis 0.75 Company: Plump Engineering, Inc. Date: 2/11/2020 Engineer: AF Page: 5/5 Project: Shasta Beverages - Tukwila, WA Address: 914 E. KateIla Ave Phone: 714-385-1835 E-mail: AFlores@peica.com 09,Ma V .sei s0V se (Ib) 3768 10. Concret Pryout Strength of Anchor in Shear (Sec. 17,5.3) 0Vcpg = 0 MinikcpNag ; kcaNcagi = 0 Minikcp(Alva / A Na0)`?ea.Na 'Ped,Na Y'cp.rvaNas ; kcp(Anda Ary.)Vec,NSfred,N Wc,NSucp,NNbl (Sec. 17.3.1 & Eq. 17.5.3.1b) kw, AN (in2) Arwao (in2) Ped,Na Viec,Na Vcp,Na Me (Ib) N a (Ib) 2.0 394.72 307.10 1.000 1.000 1.000 10650 13689 AN, (inz) AN. (in2) Pec.N WeO,N 41/c.N Vjcp,N Nb (Ib) N. (Ib) 0 204.00 144.00 1.000 1.000 (Wcpg (Ib) 13487 1.000 1.000 6800 9633 0.70 11. Results Interaction of Tensile and Shear Forces (Sec, 17.6.) Tension Factored Load, N.a (Ib) Design Strength, c3N1,-, (Ib) Ratio Status Steel 2355 9660 0.24 Pass Concrete breakout 4710 4696 1.00 Pass (Governs) Adhesive 4710 6673 0.71 Pass Adhesive (sustained) 2355 3807 0.62 Pass Shear Factored Load, V. (Ib) Design Strength, eV, (Ib) Ratio Status Steel Pryout 140 3768 0.04 Pass (Governs) 280 13487 0.02 Pass Interaction check N.AON, V./0V, Combined Ratio Permissible Status Sec, 17.6,,1 1,00 0.00 100,3% 1,0 Pass SET-3G w/ 5/8"0 A193 Gr. B8/B8M (304/316SS) with hef = 4.000 inch meets the selected design criteria. 12. Warnings - Per designer input, ductility requirements for tension have been determined to be satisfied — designer to verify. - Per designer input, ductility requirements for shear have been determined to be satisfied — designer to verify. - Designer must exercise own judgement to determine if this design is suitable, - Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc, 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847,3871 www.strongtie.com IWO IWO 011 BOILER BOOK BLOWDOWN SEPARATORS SS Model No, Inspection Port 911 Section A -A MAWP 250 PSIG at 450 F MODEL NO. A208 A34B A568 "H" Dimension 22" 34" 56" "A" Dimension 10" 10-1/4" 11" "I" Inlet size — Determined by blowdo :V" Vent size — Select from Table 1. "D" Drain size — Select from Table 1. "PL" Plate size — 5/16' or 3/8". May be determined by codes. valve size. Max. Wt. 580# "V" Vent HEADS SA516-70 SHELL SA53B COUPLINGS SA105 WEAR PLATE SA240-304 BAFFLES SA240-304 NOZZLES SA53B, SA I06-B FINISH RED OXIDE PRIMER Figure I. Blowdown Separator Dimensions • BOILER BOOK BLOWDOWN SEPARATORS A B C C*a o ] z 3/4 o 3 z'm 3/4 7 3'1/2 3 / 7 3-1/2 4 1-1/4 7 3'//2 5 |'m 8 * 6 z NOTE: ^ Temperature regulatorwg bulb is installed mlower section of the aftercooler so that the bulb senses mixed water tem- perature, Valve 'vmodulating nnthat the right amount mcold water |vadded mcool the drain water mthe desired tempera- ture urtonme"a|ve, Valve range is11om1oo^p. 2. Regulator Valve has composition seat to ensure tight shut-off when not blowing down, Valve should m,protected with C,1 Strainer with o4smesh. ;. Cvv/~cold water inlet size. 4. 1ooSSame pomOFWithout Flanges. Figure 5. Model 50Dimensions o A 2 zz z'1/2 2] » 24 + 25 5 0 6 34 u A z 28 z'm 30 3 s\ * o 5 33 6 35 For Screwed nrBeveled Connections, Factory Fabricated 2^x2^x1/4"Angle Permissible Load 0OOD|bu |f18DF,1ODS.or20AOAftorcooleriufurnished with separator, see dimension chart for separator height "A^ ^A"dimension |sdetermined bysepara- tor drainuizo^D^ This provides adequate height for the ahamoo|erand elbow when required. 'YY'dimension will always bn18^when separator iu furnished without an aftercooler, For Flanged Connections Factory Fabricated 2^x 2^x1/4rAngle Permissible Load 6O0U|bu. V18DF, 18DS' or20AOAftnrcoo|erixfurnished with flanged connections onboth ends, use dimen- sion ohart\odeterminouopanato,hmight"A^ "A"dimension will always be18^when separator is furnished without anaftorcoo|or. Figure 6. Separator Floor Stand a" n% 6M ^� wo OR w= %00 111" 0" BOILER BOOK BLOWDOWN SEPARATORS 1" s TRAP A 1 " DIA TIGHTENING BOLT ...... 3/4" DIA HOLES 8 • 13" TYPICAL 3 3" 1 14.125" HORIZONTAL SUPPORT FOR MODEL 20 ONLY SEPARATOR WALL BRACKET 2 X2 X 1/4" ANGLE USE MODEL 20 W/20" SEPARATOR USE MODEL 34 W/34" SEPARATOR USE MODEL 56 W/56" SEPARATOR MODEL A B C D 20 20 14 - 13 34 20 14 - 56 35 28 14 - NOTE: I. DIMENSION C IS FOR MODEL 56 ONLY 2. DIMENSION D IS FOR MODEL 20 ONLY Figure 7. Separator Wall Bracket SIDEWINDER® FOR WOOD - Horizontal Application 414 SW Red Nut Driver Pan S8114910 may require wa-dfilling;riesulttostmaniac Application Product Features Nol less Ihan 2' nominal width (1.1(2') up to 3-1/2' pipe; not less than 3" (2.1/2") nominal widlh 4' & 5' pipe Approvals HORIZONTA' ♦—/ Rod Size OUNT Minimum 2-1/2' from bottom for branch limes. Minimum 3' from hot - tom for main lines. Exception: This requirement shall not apply to 2' or thicker nailing strips resting on op of steel beams. Part Number 114" 8019957 3l$" 8020957 3/8" 8021957 318' 8073925 3/8" 8022925 3(8' 8023925 Model SWG 200 SWG 10 SWG 20 SWG 20-SS SWG 25-380 SWG 30 • No pre -drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Saves time from traditional methods. Reduces installation costs. • Manufactured in the U.S.A. Composite i Truss �'esaQr3 r.rau:,}r 10 r:gr, red fr 4-odel z--,18u tug =.a ahle rsr^ page Screw Ultimate UL Test Box Case Descriptions Pullout (Ibs) Load (Ibs) Qty Qly 1/4x2' 1/4x1' 114 x 2' 1/4x2' 3i8 x 2.112" 1/4x3' 1725 (Fir) 622 (Fir) 1725 (Fir) 1725 (Fir) 2249 (Fir) 1884 (Fir) 850 1500 25 25 25 25 25 25 125 125 125 125 125 125 SAMMYS SWIVEL HEADTM FOR WOOD - Swivel Application 414 Black — Nut Driver Part 4 8113910 414 SH Orange Nut Driver Pao 5 8273910 Application Product Features Approvals Rod', Part Size Number SWIVEL MOUNT VAX MOLE sr Model Eliminates distortion of threaded rod. Accommodates up to 3'A" x 12 pitch roof, Allows 17° deflection from vertical, Saves lime from traditional methods. Reduces installation costs. Manufactured in the U.S.A. Screw Ultimate UL Test Load FM Test Min Box Case Descriptions Pullout (Ibs) (Ibs) Load (Ibs) Thickness Qty Qty 3(8' 8139957 SH-GST 20 1/4 x 2' 1257 (Fir) 1903 Dim. Lumber 3/8" 8269957 SH-GSTICST 20 5/16 x 1-314' 1406 © 45°off vertical Dim, Lumber 903 Dim. Lumber 1/2' 8303957 SH•GSTICST 2.0 5(16 x 1-314' 1406 @ 45°o8 vertical Dim. Lumber ' May require pre.draling; ransulljoist manufacturer, 1050 1475 25 125 1500 850 @ 45° 25 125 25 125 To find a dlstnbutor near you. call 800-BUILDEX ws, PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P:714.385.1835 F:714.385.1834 www.peica.com LATERAL ANALYSIS: Conduit Supports Fa = SMS SDS 1.000 Ss = Fa x Ss = 0.67 x SMs 1.430 1.430 0.953 Ip = Rp= a = 1.00 6.0 2.5 z= r= �i= 1.0 1,0 2.5 Fp(max) = 1.6SosIpWp = 1.525 Wp ASCE 7-10 EQ. 13.3-2 Fp= 0.4apSos1p(1+2z/r)/RPWp = 0.477 Wp ASCE7-10 EQ. 13.3-1 Fp(min) = 0.3SosIpWp = 0,286 Wp ASCE 7-10 EQ. 13.3-3 SEISMIC COEF. = 0.477 Wp x 0.70 = 0.334 Wp (ASD) VERTICAL COEF. _ 0.191 Wp x 0.70 - 0.133 Wp (ASD) Conduit Max. Weight Qty Total Weight at O. Gravity Transverse Longitudinal Vertical 3"0 Steam Line -, 10.770 x 1 = 10.77 plf + 5% Misc. 0.54 plf 11.31 plf 8.00 ft 80,00 ft 80.00 ft 80.00 ft Dead Load - 90 Ib Lateral Load = 905 Ib Lateral Load - 905 Ib Vertical Load - 905 Ib REACTIONS ROD: N1 - LC6 X 0 lb Y -531 Ib Z 0 Ib ROD ANCHORAGE PS 603 Angle W/ (1) 1/2" Lag Screw # of Screws = 1 Ca = 1.60 ZALLow — 320 Ib Unity = 1.04 < 1.05 - OKI ANCHORAGE - TRAY. BRACE TRAV. BRACE: N2 - LC5 PS 633 Angle W/ (1) 1/2" Lag Screw X 302 Ib # of Screws = 1 Y -308 lb Ca = 1.60 Z 0 lb ZALLOW PARALLEL 520 Ib RESULTANT 431 Ib ZALLOW PERPENICULAR 320 Ib 8 = 45 • ZALLow' = 396 Ib Unity = 0.68 < 1.0 -) OK! ANCHORAGE - LONG. BRACE LONG. BRACE: N3 - LC9 PS 633 Angle W/ (1) 1/2" Lag Screw X 0 Ib # of Screws = 1 Y -308 Ib Cd - 1.60 Z 302 Ib ZALLOW PARALLEL 520 lb RESULTANT 431 Ib ZALLOW PERPEN1CULAR 320 Ib 0 = 45 ZALLOW' - 396 1b Unity 0.68 < 1.0 4 OK! 1 V. 4.0 tJ J t_ ) 1. f` L.I Plump Engineering, Inc. OJ Shasta - Boiler Room Feb 27, 2020 at 2:54 PM S.1911026 $.1911026 Conduit 5upport,r3d / Plump Engineering, Inc. CU Shasta - Boiler Room G.1S11028 G1911028Conduit ovpport.r3d i_ l L 1 L-� k ? 4. Plump Engineering, Inc. ©J Shasta - Boiler Room I Feb 27, 2020 at 2:54 PM 5.1911026 S.1911026 Conduit Support.r3d 4, %Is z x Loads: BLC 1, DL Plump Engineering, Inc. OJ Shasta - Boiler Room Feb 27, 2020 at 2:54 PM S.1911026 5,1911026 Conduit Support.r3d •9051b Loads: BLC 2, ELX Plump Engineering, Inc. ©J Shasta - Boiler Room Feb 27, 2020 at 2:54 PM ♦_l L I LJ i 1 • L1 t L r S.1911026 S.1911026 Conduit Support.r3d L., Loads: BLC 3, ELZ Plump Engineering, Inc. 0 Shasta - Boiler Room Feb 27, 2020 at 2:54 PM S.1911026 S.1911026 Conduit Support.r3d Loads: BLC 4, EV Plump Engineering, Inc. OJ Shasta - Boiler Room Feb 27, 2020 at 2:54 PM f LJ t�l % t. J t_ i _. i J t-) S.1911026 S.1911026 Conduit Support.r3d r, Company Plump Engineering, Inc. Feb 27.202U oesmner cu oysPm i1i�— Job Number� m.1811026 Checked��GMP | ' _�� Model Name Shasta ' Boiler Room L �i Display Sections for borCalca 3 Max Internal Sections for Member CaIos; 98 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes |ndudeVVarpinq7 Yes Trans Load 8bwnIntersecting Wood Wall? Yea Area Load Mesh (in ^2) 144 yNargw Tolerance (in) .12 P'Dn|taAnalysis Tolerance 0.5096 Include P'Oa|bafor Walls? Yes Automatically Iterate Stiffness for Walls? No Max Iterations for Wall Stiffness 3 Gravity Acceleration (in/seo^2) 386.4 Wall Mesh Size (in) 12 Eigonoo|ubonConvergence Tu|.(1.E') 4 Vertical Axis Y Global Member Orientation Plane XZ Static Solver _ Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code /U 10):ABD Adjust Stiffness? Yes(Iterative) R|SAConnenbonCode A|SC 14dh(360~10):AGD Cold Formed Steel Code A|S|81OU-12:A8D Wood Code AVVCNDG'i5:ASD Wood Temperature <1OOF Concrete Code AC|318'14 Masonry Code AC|530-13:ASO Aluminum Code AAADM1-1O:ASD'Building Stainless Steel Code A|SC 14th(360-10):ASD Adjust Stiffness? Yes(Iterative) Number ofShear Regions 4 Region Spacinq Increment(in) 4 Biaxial Column Method Exact Integration PonneBeta Factor (PCA) .85 Concrete Stnauo Block Rnctanqu|o, Use Cracked Sections? Yes Use Cracked Sections Slab? No Bad Framing Warnings? No Unused Force Warnings? Yee yN|n i BmrDia,n. Spacing? No Concrete RobmrSet REBAR SETA8TK4A815 Min % Steel for Column 1 Max 96 Steel for Column 8 Company : Plump Engineering, Inc. Feb 27, 2020 Designer : OJ 2:55 PM Job Number : S.1911026 Checked By: GMP Model Name : Shasta - Boiler Room (Global) Model Settings, Continued Seismic Code ASCE 7-10 Seismic Base Elevation (in) Not Entered Add Base Weight? Yes Ct X 0 Ct Z 0 T X (sec) Not Entered T Z (sec) Not Entered R X 1 R Z 1 Ct Exp. X 0 Ct Exp. Z 0 SD1 0 SDS 0 S1 0 TL (sec) Not Entered Risk Cat I or II Drift Cat Other Om Z Om X 1 Cd Z Cd X 1 Rho Z Rho X Footing Overturning Safety Factor 1.5 Optimize for OTM/Sliding No Check Concrete Bearing Yes Footing Concrete Weight (k/ftA3) .145 Footing Concrete fc (ksi) Footing Concrete Ec (ksi) 4000 Lambda Footing Steelfy (ksi) 60 Minimum Steel 0.0018 Maximum Steel 0.0075 Footing Top Bar #6 Footing Top Bar Cover (in) 3.5 Footing Bottom Bar #6 Footing ottom Bar Cover (in) 3.5 Pedestal Bar #6 Pedestal Bar Cover (in) 1.5 Pedestal Ties #3 Basic Load Cases Distrib ..Are Memb.. Surface(P.., 1 DL DL -1 1 2 ELX ELX 1 3 ELZ ELZ 1 4 EV OL1 Joint Loads and Enforced Displacements (BLC 1 : DL) Joint L b I N4 r L Joint Loads and Enforced Displacements (BLC 2 : ELX) nitu e Ib- in rad * "2/in b*sA -90 Ininl I nhrl I n M nironliw Mn — ABA. RISA-3D Version 17.0.2 (JARISA-3D120191S.1911026 Conduit Supports3d1 Page 2 Company : Plump Engineering, Inc. Designer : OJ Job Number : S.1911026 inc Model Name : Shasta - Boiler Room Feb 27, 2020 2:55 PM Checked By: GMP Joint Loads and Enforced Displacements (BLC 2 : ELX) (Continued) Joint Label L D M Direction_._ Magnitudef(lb.lb-ftl, (in,rad). Ilb*s^2/in, Ib*s^2-i Joint Loads and Enforced Displacements (BLC 3 : ELZ) 1 Joint Label L,D,M Direction N4 L Mag nitudej(Ib Ib-ft). (in.rad), (Ib*s^2/in. Ib*s^2*in -905 Joint Loads and Enforced Displacements (BLC 4 : EV) 1. Joint Label N4 Load Combinations L,D,M L Direction M nitude(in.rad). (Ib*s^2/in. Ib*s^2*in))__ Y I -905 Description Solve PD.. S 1 DL Yes C DL 1 2 DL+ELX+EV Yes C DL 1 ELX .334 OL1 .133 3 DL+ELX-EV Yes C DL 1 ELX .334 OL1 -.133 4 DL-ELX+EV Yes C DL 1 ELX -.334 OL1 .133 5 DL-ELX-EV Yes C DL 1 ELX -.334 OL1 -.133 6 DL+ELZ+EV Yes C DL 1 ELZ .334 OL1 .133 7 DL+ELZ-EV Yes C DL 1 ELZ .334 OL1 -.133 8 DL-ELZ+EV Yes C DL 1 ELZ -.334 OL1 .133 9 DL-ELZ-EV Yes C DL 1 ELZ -.334 OL1 -.133 Envelope AISI S100-12: ASD Cold Formed Steel Code Checks ber Shape_ Code Che..LocfinlLGShea..Locf..DirLCPn/O... Tn/0... Mnvv/...Mn 1 M1 PS200 .071 0 9 .000 0 v 9 4542.... 9056....285.359374.786 1 ,6 .6 C5.2.... 2 M2 PS200 .154 32.5... 2 .002 67.8..2 9 3181.189056....295.003374.419 1 1 ,6 C5,2.,.. 3 M3 PS200 .154 32,5... 6 .002 67.8...z 9 3181.189056....295.003374.419 1 1 .6 C5.2..,. Envelope Member Section Forces Member Sec Axial lb LC v Shear lb LC z Shear lb To v-v Mo -z Momentflb-ft 1 M1 1 max 322.077 9 0 9 0 9 0 9 0 9 0 9 2 min -523.267 2 0 1 0 1 0 1 0 1 0 1 3 2 max 318.334 9 0 9 0 9 0 9 0 9 0 9 4 min -527.01 2 0 1 0 1 0 1 0 1 0 1 5 3 max 314.591 9 0 9 0 9 0 9 0 9 0 9 6 min -530.753 2 0 1 0 1 0 1 0 1 0 1 7 M2 1 max 431.243 2 0 9 -3.743 9 0 9 0 9 0 9 8 min -423.764 5 0 1 -3.743 1 0 1 0 1 0 1 9 2 max 427.499 2 0 9 0 9 0 9 -5.293 9 0 9 10 min -427.507 5 0 1 0 1 0 1 -5.293 1 0 1 11 3 max 423.756 2 0 9 3.743 9 0 9 0 9 0 9 12 min -431.25 5 0 1 3.743 1 0 1 0 1 0 1 13 M3 1 max 431.243 6 0 9 -3.743 9 0 9 0 9 0 9 14 min -423.764 9 0 1 -3.743 1 0 1 0 1 0 1 15 2 max 427.499 6 0 9 0 9 0 9 -5.293 9 0 9 16 min -427.507 9 0 1 0 1 0 1 -5.293 1 0 1 17 3 max 423.756 6 0 9 3.743 9 0 9 0 9 0 9 18 min -431.25 9 0 1 3.743 1 0 1 0 1 0 1 RISA-3D Version 17.0.2 [J:IRISA-3D120191S.1911026 Conduit Support.r3d] Page 3 Company : Plump Engineering, Inc. Designer : OJ Job Number : S.1911026 „i AR Model Name Shasta - Boiler Room Feb 27, 2020 2:55 PM Checked By: GMP Joint Reactions fBv Combination) LC _ Joint Label X flb l Y flb MX flb-ftl MY flb-ft MZ flb-ft 1 1 N1 0 108.073 0 0 0 0 2 1 N2 0 5.293 0 0 0 0 3 1 N3 0 5.293 0 0 0 0 4 1 Totals: 0 118,66 0 5 1 COG (in): X: -2.141 Y: 5.797 Z: -2.141 i 6 2 N1 0 530.753 0 0 0 _ 0 7 2 N2 302.27 297.012 -.01 0 0 0 8 2 N3 0 5.284 .01 0 0 0 9 2 Totals: 302,27 239.025 0 10 2 COG (in): X: -1.063 Y: 2.878 Z: -1.063 11 3 N1 0 290.01 0 0 0 0 12 3 N2 302,27 -297.0_0 -.005 0 0 0 13 3 N3 0 5.288 .005 0 0 0 14 3 Totals: 302.27 -1.705 0 15 3 COG (in): X: 149.027 Y:-403.433 Z: 149.027 16 4 N1 .004 -73.837 0 0 0 0 17 4 N2 -302.274 307.568 0 0 0 0 18 4 N3 0 5.294 0 0 0 0 19 4 Totals: -302.27 239.025 0 20 4 COG (in): X: -1.063 Y: 2.878 Z: -1.063 21 5 N1 .023 -314.591 .006 0 0 0 22 5 N2 -302-293 307.586 0 0 0 0 23 5 N3 0 5.3 -.006 0 0 0 24 5 Totals: -302.27 -1.705 0 25 5 COG (in): X: 149,027 Y:-403.433 Z: 149.027 26 6 N1 0 530.753 0 0 0 0 27 6 N2 .01 5.284 0 0 0 0 28 8 N3 -.01 -297 02 302.27 0 0 0 29 6 Totals: 0 239.025 302.27 30 6 COG (in): X: -1.063 Y: 2.878 Z:-1.063 31 7 N1 0 290.01 0 Q 0 0 32 7 N2 .005 5.288 0 0 0 0 33 7 N3 -.005 -297.003 302.27 0 0 0 34 7 Totals: 0 -1.705 302.27 35 7 COG (in): X: 149.027 Y:-403,433 Z: 149.027 36 8 N1 0 -73,$37 .004 0 Q 0 37 8 N2 0 5.294 0 0 0 0 38 8 N3 0 307.568 -302,274 0 0 0 39 8 Totals: 0 239,025 -302.27 40 8 COG (in): X: -1.063 Y: 2.878 Z: -1.063 41 9 N1 .006 -314,591 .023 0 0 0 42 9 N2 -.006 5.3 0 0 0 0 43 9 N3 0 307.586 -302.293 0 0 0 44 9 Totals: 0 -1.705 -302.27 45 9 COG (in): X: 149.027 Y:-403.433 Z: 149,027 Envelope Joint Reactions X flbl LC LC Ib-ftl LC MY [Ib- b- 1 N1 max .023 5 530.753 6 .023 9 0 9 0 9 0 9 2 min 0 1-314.591 5 0 1 0 1 0 1 0 1 3 N2 max 302.27 3 307.586 5 0 0 9 0 9 0 9 4 min -302.293 5-297.012 2 -.01 2 0 1 0 1 0 1 5 N3 max 0 9 307 586 9 302.27 7 0 9 0 9 0 9 6 min -.01 6-297.012 6-302,293 9 0 1 I 0 1 0 1 RISA-3D Version 17.0.2 (J:\RtSA-30\2019\S.1911026 Conduit Support,r3dj Page 4 e. Company : Plump Engineering, Inc. Feb 27, 2020 Designer : OJ 2:55 PM Job Number : S.1911026 : Shasta - Boiler Room Checked By: GMP Model Name Envelope Joint Reactions (Continued) 7 8 Joint X Ilbj LC Y [1b1 L Totals: max min 302.27 -302.27 3 4 239,025 -1.705 8 3 Z [lbj LC MX flb-ftl LC MY [Ib-ftj LC MZ [Ib-ftl LC 302.27 -302.27 7 8 RISA-3D Version 17.0.2 [JARISA-3D\20191S.1911026 Conduit Support. di Page 5 City of Tukwila Department of Community Development 10/4/2021 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Permit No. PG19-0125 SHASTA BEVERAGES, INC - GAS & STEAM PIPING 1227 ANDOVER PARK E Dear Permit Holder: Allan Ekberg, Mayor Nora Gierloff, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/2/2021. Based on the above, you are hereby advised to: 1) Login to the City of Tukwila's Online Portal https://tukw-egov.aspgov.com/BP/index.html to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/2/2021, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Elisa Villegas Permit Technician File No: PG19-0125 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development February 19, 2021 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Correction Letter # 1 to Revision # 1 PLUMBING_GAS PIPING Permit Application Number PG19-0125 SHASTA BEVERAGES, INC - GAS & STEAM PIPING - 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: PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • A Reduced Pressure Principle Assembly (RPPA) is required for the boiler. Please specify backflow size/manufacturer/model # on plan. Submit RPPA cut sheet and circle backflow to be installed. 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. 1 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 206-433-7184. Sincerely, Laurie Werle Permit Technician File No. PG19-0125 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukw Department of Community Development April 21, 2020 DAVID KEHLE 1916 BONAIR DR SW SEA I TLE, WA 98116 RE: Correction Letter # 2 PLUMBING/GAS PIPING Permit Application Number PG19-0125 SHASTA BEVERAGES, INC - GAS & STEAM PIPING - 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. • Please address the 3 items listed in the original correction letter. They were not addressed. 1. Plans need to be stamped by the Mechanical Engineer. 2. Cloud the area of work, since the same exact plan is being used for the mechanical permit application. 3. Provide structural engineering for building and equipment support loads. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. PG19-0125 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 City of Tukwila Department of Community Development 2/3/2020 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Permit Application No. PG 19-0125 SHASTA BEVERAGES, INC - GAS & STEAM PIPING 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 9/11/2019, 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 3/11/2020. 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. Elisa Villegas Permit Technician File No: PGI9-0125 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-.3670 • Fax 206-431-3665 City of Tukwila Department of Community Development September 26, 2019 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG19-0125 SHASTA BEVERAGES, INC - GAS & STEAM PIPING - 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 - PG DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. • 1. Plans need to be stamped by the Mechanical Engineer. 2. Cloud the area of work, since the same exact plan is being used for the mechanical permit application. 3. Provide structural engineering for building and equipment support loads. 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 pr by a messenger service, Sincerely, Bill Rambo Permit Technician File No. PG19-0125 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 david kehle 11,aitbiteti September 11, 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 Boiler and Gas and Steam Piping Dear Mr. Hight, As the Design Professional In Responsible Charge, I have reviewed the attached permit submittal, and drawings for interior Boiler Mechanical Permit and Gas and Plumbing piping per Cole Industries for boiler, steam piping and gas piping. There is no change to exterior lighting or building envelope. I believe these are adequate for permit submission and initial review. Please accept for permit review. Sincerely, David Kehle RECEIVED CITY OF TUKWILA SEP 11 2019 PERMIT CENTER PG19.-olZE 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com PERMIT COORD COPY C) PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0125 DATE: 09/11/19 PROJECT NAME: SHASTA BEVERAGES, INC - GAS & STEAM PIPING SITE ADDRESS: 1227 ANDOVER PARK E X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Ro CoriR. Building Division tth MA 06 r ublic Works Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) Planning Division Permit Coordinator DATE: 09/12/19 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: 10/10/19 Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: DATE: Fire Ping El PW Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0125 DATE: 03/05/2020 PROJECT NAME: SHASTA BEVERAGES, INC-GAS & STEAM PIPING SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal Response to Correction Letter Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 10,—; CONeK 14-.)-7%)47" Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator gi PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 03/000 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews r- Notation: DUE DATE: Q4/16 Approved with Conditions ri Fire Fees Apply Denied (ie: Zoning Issues) REVIEWER'S INITIALS: 20 DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1-1-#14-g042-V vw Departments issued corrections: BldgI Fire 0 Ping El PW 0 Staff Initials: 12/18/20)3 c PERMIT COORD COP PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0125 DATE: 6/01/20 PROJECT NAME: SHASTA BEVERAGES GAS & STEAM PIPING SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal X_ Response to Correction Letter # 2 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: kut Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator II PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 6/02/20 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 7/28/20 F Fire Fees Apply LI Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire 0 Ping 0 PW Ej Staff Initials: 12/18/2013 PROJECT NAME: SITE ADDRESS: -6ris _Clictio 4--7 rE PERMIT NO: P6i9-oia5 ORIGINAL ISSUE DATE: OcilX,b REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 04)401 ) Summary of Revision: 01 acet,4-toi duely . dal /10-1- te4A716K-1-0,1 /C Received by: 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 prin 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: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov CPARECTION/INCOMPLETE SUBMITTAL RECEIVED CITY OF TUKWILA FEB 2 5 _?l PERMIT CENTER Correction/Incomplete submittals must be submitted via paper if started as paper at the Permit Center. Corrections/Incomplete submittals must be attached to your permit if started electronically at Construction Permits (aspRov.com). Please notify staff of your submittal by emailing permits@tukwilmva.gov Date: 0 Z Plan ChecWPermit Number: PG 19-0125 ❑ Response to Incomplete Letter # Response to Correction Letter # «1 to Revision # 1 Project Name: Shasta — Gas & Steam Piping Project Address: 1227 Andover Park E Contact Person:2Ncj/ t� t/ I�G Summary of Revision: 'rl ffibr i E� c tirti I-1 artE Few 61410i-raw Phone Number: 2c '433-vcia 1T4 , \Yci 1i-19 t.LEP Sheet Number(s): ecr el L2) `** t I Elf 6129 "Cloud" or highlight all areas of correction including date of correction C:\Users\David Keh1e\Downloads\Correction-Incomplete Submittal Form PG19-0125 (2).doc Revised: January 2021 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: httplIwww,ci.tukwila.wa.us Steve Lancaster, Director REVISION SUBMITTAL Revision gsbnitittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: t52_JOi Plan Check/Permit Number: O Response to Incomplete Letter # O Response to Correction Letter # Revision # after Permit is Issued O Revision requested by a City Building inspector or Plans Examiner Project Name: Project Address* Contact Person: Summary of Revision: V (Az RECEIVED 111 OF TUKWILA FEB 0 2 2021 PERMIT CENTER Phone Number: Sheet Number(s): 141071 1110 10.5 "Cloud" or highlight all areas ofrevision including date of revision Received at the City of Tukwila Permit Center by: A Entered in Permits Plus on 02 o,2_ / kapplicationsIforms-applications on 1ine'rev4soa submittal Created: 8-13-2004 Revised: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Fj12$.1lzo Plan Check/Permit Number: PG19-0125 Response to Incomplete Letter # 14 Response to Correction Letter # 2 El Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner rj Deferred Submittal # Project Name: Shasta Beverages, Inc — Gas & Steam Piping Project Address: 1227 Andover Park E Contact Person: ail9 litatk RECEIVED CITY OF TUKWILA MAY 29 Pk.RMIT CENTER Phone Number4C6433 Mgt Summary of Revision: Felf,V19eri Pit* 141e0 I i 1C5b/ 101 &Os 1420 742•6 t littA j Ottlfiteis. C/161100 FtUtir ),44140512114/- 9 ivivi 4t Vice7 vita la THE lint IMooe-*•01)eit 91.001 rifign etAtf AUP 34e42 4CE B14.t 144ttisp t %Au. *7-01 t4 arWpu. (Atieci Oittlerittiihto &kit:SAMMY/ la AlVitter? Sheet Number(s): 142,151,- vil27191 "Cloud" or highlight all areas of revision including date o Received at the City of Tukwila Permit Center by: 141._ Entered in TRAKiT on •.!=1 .)-D C:1Users% bill-eiDesktop\Revision Submittal form.doc Revised: August 2015 c City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0310+6 Plan Check/Permit Number: PG19-0125 (2.0. E] Response to Incomplete Letter # Response to Correction Letter # 1 El Revision # after Pell lit is Issued El Revision requested by a City Building Inspector or Plans Examiner fl Deferred Submittal # • RECEIVED CITY OF TUKWILA MAR 042020 PERMIT CENTEP Project Name: Shasta Beverages, Inc — Gas & Steam Piping Project Address: 1227 Andover Park E Contact Person: f:24(0 Hu Phone Number: Cre -43g Summary of Revisiop -F.v &glve 11M1 1G Heq feseac, Taw() -alaavtazik,‘ /Re 610.9e0 1.1v imxo olA W364cei- ro2_ ts 5vociculzbu auh e..711sA ebw `faeitcoe, 6uemyllepl)kicur ivy3tfFitatvtiA tt 15T 00(.elw-AteAR,tc--, Tcrcleratv Sheet Number(s): - "Cloud" or highlight all areaJ of revision including date of revision Received at the City of Tukwila Permit Center by: El Entered in TRAKiT on CAUsers \bill-r\DesktoM.Revision Submittal Form.cloc 0 CITY OF 111104 Department of Community Devdopment 630o Soutlwenter Boulevard, 7iikwilo, WA 98188 Telephone: (206) 431-36-o FAX (2o6)431-3665 Permit Center/Building Division 206 431-3670 Public Works Department .206 433-m79 Planning Division 206 4 31-36 7,1 AFFIDAVIT IN LIEU OF CONTRAUI OR REGISTRATION PERMITNO: P6 1, STATE OF WASHINGTON) ) ss. COUNTY OF KING 6cLu , states as follows: [please print name] i. I have made application fora permit from the City of Tukwila, Washington. a 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 familial -with RCW 18,27 o9o, 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 ogo, I consider the work authorized under this permit to be exempt under number , and will therefor not be performed by a registered contractor. I understand that the licensing provision of RCW 19,2.8,161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may he waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work By signing below, 1 certify the information 1 am providing on this affidavit is true and accurate. I understand that if make false statements or misrepresentations 1 may be assessed penafties. Furthermore, I understand that 1 may be waiving certain rights that I might otherwise have under state law in an 'decision to engage an unregistered contractor to perform construction work. nerlOw • nt* Signed date: 1--C day of ktc(31)-57 20 ZO i!! 3" STEAM SEE M101-1 2" CONDENSATE R TURN 2" HP CONDENSATE SEE MI01-1 RETURN SE: M101-1 (€ 0 BOILER EQUIPMENT SCHEDULE mar° SYMBOL MANUFACTURER & MODEL # TYPE NOMINAL H.P. FUEL WATER GALLON CAP FULL B-1 I F3-DB-548C-100X-S150-SB STEAM I 100 GAS 552 STEAM GUILE SIZE = 2-1/2 DIAMETER OUTPUT (LBS/HR) 3,348 NATURAL GAS R,TED DESIGN FURNACE STEAM HEATING MAX INLET MIN INLETI ACTUAL FLUE SIZE STEAM VOLUME OUTPUT SURFACE INLET CONNECTION PRESSURE BTU/HR (im PRESSURE (FT3) (LBS/HR) (FT2) PRESSURE! DIAMETER (IN) (PSI) OUT 4,185 150 PSIG 19.85 3,450 500 PER SFR.I *1-1/4 1/2 ,348 10'' TYPE STEAM CERTIFICATIONS: COMPLIANCE WITH ALL ASME CODES, EXTERNAL PIPING, BOILER & PRESSURE VESSEL CODE, SECTION #1. ASSUMED @ 5 PSI @ 175 LF INCLUDING ELBOWS, 90 DEG. FITTINGS (SEE DETAIL) @ 4000 FT3. VENTING VENT MATERIAL MAX DRAFT WC (IN) 0.08 HEIGHT 5'-5 1/16" MENSIONS WIDTH WEIGHT REMARKS (LBS) 7,015 (058 FLOOR LAYOUT -BOILER ROOM (New One) Compressor Power Disconnect Current Air Compressor (New One) C I G G Current Air Compressor (Back -Up) NOT TO EXCEED I-1/4"0 OUTSIDE (E) WALL (E) GAS METER 1-1/4" 0-1GAS SEE M10 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 01 2021 City of Tukwila BUILDING DIVISION] PG1 9-0125 RE VISIO /2"— 1 '-0" • .0,1301, ar, 11,14,de aatillona, Dian IlltV4Vit SEPARATE PERMIT REQ IFRED FOR: Mechanice, U/- Electrical Plumbing Gas Piping City ot Tukwisa FLOOR LAYOUT -GAS LINE /2"=1 '-0" GENERAL NOTES: EXACT LOCATION OF ALL FIXTURES SHALL BEDETERMINED FROM ARCHITECTURAL DRAWINGS. BEFORE SUBMITTING BID, THE MECHANICAL CONTRACTOR SHALL REVIEW THE ARCHITECTURAL DRAWINGS AND INCLUDE IN HIS BID AN AMOUNT TO FURNISH AND INSTALL ANY FIXTURES WHICH ARE SHOWN IN ADDITION TO FIXTURES SHOWN ON THE MECHANICAL DRAWINGS. CONTRACTOR SHALL NOT CUT HOLES IN STRUCTURAL MEMBERS WITHOUT FIRST SECURING WRITTEN APPROVAL FROM THE ARCHITECT. • SITE INSPECTION: GC/CONTRACTOR SHALL VISIT THE WORK SITE PRIOR TO SUBMISSION OF -IIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITION AND THE EXACT NATURE AND EXTENT OF WORK. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE AND FUNCTIONAL SYS-EM. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MACE THE EXAMINATION. GC SHALL BE RESPONSIBLE FOR OBTAINING AND PAY FEE FOR ALL NECESSARY PERMITS. PROVIDE THE BUILDING OWNER OR REPRESENTATIVE WITH DETAILED OPERATING AND MA'NTENANCE INSTRUCTIONS AND COPIES OF GUARANTIES/WARRANTIES FOR EACH SYSTEM. O&M INSTRUCTIONS SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN CCR, TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS. • CONTRACTOR SHALL PROVIDE ALL APPLIANCES WITH SHUT OFF VALVES WITHIN 6' OF EACH GAS APPLIANCE. • PITCH STEAM PIPING DOWNWARD IN THE DIRECTION OF FLOW 1/4" PER 10 FT MINIMU WHERE THE LENGTH OF STEAM BRANCH LINE ARE LESS THAN 8 FEET, PITCH BRANCH LINES DOWNWARD TOWARD MAINS 1/2" PER FOOT MINIMUM. • ALL STEAM PIPE AND STACK TO BE INSULATED AND COVERED WITH STAINLESS STEEL CLADDING. KEY NOTES: INSTALL STEAM BOILER ON CONCRETE FLOOR & SEISMIC BRACE IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. LOCAL CODES AND OWNER'S PREFERENCES (HOUSEKEEPING PAD OPTIONAL). (BOILER IS OWNER FURNISHED AND SIZED BY OTHERS.)_ O INSTALL ATMOSPHERIC TYPE B VENT FLUE AND TERMINATE THRU ROOF AS REQUIRED. TERMINATE THRU ROOF A MINIMUM OF 3ABOVE ROOF. WEATHER SEAL PENETRATION AND WATER TEST FOR LEAKAGE. INSTALLATION SHALL BE IN ACCORDANCE WITH MFR'S REQUIREMENTS AND INDUSTRY STANDARDS(SEE SHEET M201 DETAIL-2). 0 COORDINATE WITH OWNER TO EXACT LOCATION OF BLOWDOWN DRAIN. IF PUMPING IS REQUIRED, PROVIDE SMALL RESIDUAL TANK, AND PUMP TO DRAIN AS REQUIRED. BLOWDOWN TANK SIZED BY OTHERS (SEE SHEET 0202 DETAIL 2).. ® INSTALL BLOWDOWN TANK ON TO PLANT CONCRETE FLOOR AND SEISMIC BRACE IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. LAG BOLT TO FLOOR USING PROVIDED LAG FLANGES WITH EQUIPMENT (SEE M202-3). 0 TUBE PULL AREA AS REQUIRED. ENSURE NO OBSTRUCTIONS ARE PRESENT TO ALLOW FOR PROPER TUBE PULL PER MANUFACTURER'S REQUIREMENTS. • NOT USED. 0 PROVIDE PIPE HANGERS (FOR DETAIL SEE STRUCTURAL DRAWING). 0 SEISMIC BRACED TYPE HANGER, SEE DETAIL ON SHEET M200 DETAIL-2. • DUAL CONDENSATE RETURN PUMP STATION SEE SHEET M200-DETAIL NO.4. 0 NCT USED. O CONNECT TO BOILER BLOW DOWN FOR DETAIL SEE M204 DETAIL-2. (3 ECCENTRIC REDUCER(FLAT ON THE BOTTOM). O 2" CONDENSATE RETURN. (3 CONNECT NATURAL GAS SUPPLY LINE TO EXISTING PIPING AT EXISTING METER. CCORDINATE WITH OWNER AND GAS COMPANY AS NECESSARY FOR PROPER CONNECTION AND GAS QUANTITY SUPPLY. VERIFY THAT GAS SUPPLY DOWNSTREAM IS A MINIMUM OF 5 PSI. (COMPLY WITH THE 2015 IFGC AS REQUIRED) 0 CORE THRU WALL AS NECESSARY TO PROVIDE 1-1/4" DIA GAS SUPPLY LINE TO BOILER. (3 PONT OF CONNECTION TO THE MAKEUP WATER. 0 FOR BOILER GAS CONNECTION SEE SHEET M200 DETAIL-1. 13 PRESSURE REDUCING VALVE STATION REFER TO SHEET M201 DETAIL NO.4 VENT FROM THE SRV TO BE ROUTED TO THE EXTERNAL ATMOSPHERE. O CONNECT TO HIGH PRESSURE CONDENSATE RETURN. O PONT OF CONNECTION TO 2" HIGH PRESSURE CONDENSATE RETURN(HPCR). • LON PRESSURE CONDENSATE RETURN(LPCR). • CCLD WATER LINE FOR CONNECTIONS SEE SHEET 0204 DETAIL NO.1. O BLOWDOWN TANK/FEEDWATER TANK VENT TO ROOF SEE SHEET M204 DETAIL NO.1,2&3. O FEEDWATER TANK DRAIN LINE TO THE NEAREST SAFE DRAIN. O HOT WATER SUPPLY, RETURN, GAS AND COLD WATER CONNECTED TO WATER HEATER. • 6" FVC PIPES INTAKE AND EXHAUST TO THE ROOF SEE SHEET M203 DETAIL NO.2. LEGEND / SYMBOL KEi7M6P11..00 Inc CONSULTING ENGINEERS STRUCTURAL, MECFiANICAL, PLUMBING, ELECTRI,..,4511ELIRJ:, \L/EYING, 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com , S mp: ... - Project: Tenant Improvement For: SHASTA BEVERAGES INC. W: 673 BOILER ROOM ...6.49,41c4t m „ 1227 Andover Park E 7,J Tukwila, WA 98188 REVISIONS L'1 FOR CITY SUBMITTAL 2/10/20 ° FIELD REVISIONS 9/25/20 FIELD REVISIONS /2\ 10/06/20 FIELD REVISIONS /3\ 11/19/20 Z < L; FIELD REVISIONS 4. 1/20/21 —, 0— CZ ; 0 0 : U— ,L <( 0 2. i - (..) Li., Project Manager: CR Er Date: 1/20/21 Scale: Project Number: 1911026 SHEET NUMBER M 1 z 0 0 _ ' „llertab_Er__ Tank xicrovl 1 , • _a, • ,-- • 2 - , Fr, • , • , , , „ • CD 0 I, 0 - - I 1 I II „-- 78 PG19 0125 NSULTING ENGINEERS " G STRUCTURAL, MECHANICAL, PLUMBIN , ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 7(714) 385-1835, F (714) 385-1834 www.peica.com Stamp: TUK.VVIL.,, '‘:TLI3 0 2 2021 (z .5 CENTEP 1227 Andover Park E Tukwila, WA 98188 REVISIONS FOR CITY SUBMITTAL 2/10/20 FIELD REVISIONS 9/25/20 /2\ FIELD REVISIONS 10/06/20 FIELD REVISIONS 11/19/20 F/EtDV1SIONS 1/20/21 Project Manager: CR Date: 1/26/21 Project Number: 1911026 0 >- 0 z a.. E. LLJ 0 SHEET NUMBER 0 °0- HOT WATER PIPING LAYOUT SCALE NTS M102 „ , Fully Module,. n- FM:imum !flout (BTUs/hour) Preset for NG / LP convertible without additional parts 30.000 Maximum Input (BTUs/hour) 751,000 Maximum Output (BTUs/hour) 706,000 Thermal EfficienCV 91, Turn Down Ratio (TDR) 25:1 Water inlet / Outlet Connections 2" f ieaders with 6" OD Flange GUS Inlet Connection 1-1, Gas Inlet With 4-5/8.. OD Flange Condensate Drain Connection SM. Flex PVC Maximum Condensate Flow Rate (GP, 5.4 Dimensions HXWXD (inches) 67.7X 30 X44.3 (48 cu. ft) Service Clearances Recommend 24" on all sides, 32" in the front Weight (lbs) 730 Venting Type Direct Vent (2 pipe - intake & exhaust), Power Vent (1 pipe - exhaust only) F Venting Materials (USN Sch. 40 PVC, Sch. 40 CPVC, Polypropylene. Stainless Steel Venting Materials (Canada) Type BI-iGas Vent Classes: II A (PVC), II B (CPVC), C (PolvproPylme), tAL ,,,C SS) Vent Size (Diameter) 6" 0 M. 6" Vent Length - Single Pipe / Power Vent 220 ft' Max 6" Vent Length - Two Pipe / Direct Vent 110 ft. , Venting Note: From the maximum lengths above, deduct b ft. per 90° elbow and 2 ft. per 4.5° elbow Ignition Electronic Spark Ignition Temperature Range 100°F - 190°F Temperature Stability 4°F Installation Location Ambient Temperature 40°F - 130°F 3 Safety Flame Rod, Thermal Fuse, Ove,;-,hoecakteePx„ntEi)ner=r),,Fa=eVgor, Flue Temperature Monitor, Water Pressure Min / Max (PSIG) Pressure Relief Valve NG/LP - Min. Dynamic Gas Pressure (Full Fire) 2.5'. (non -corrugated, black iron) NG/LP - Maximum Static Gas Pressure Gas Pressure for Adjustments 8'. for NG, 11" for LP Electrical 120V AC, 60 Hz Power Consumption Max 16 Amps, 32W (Standby) Internal Water Volume (gallons) H Built -In Redundancy Multiple Heat Engines w/ Individual Control Cascad, Masterless, 4 untts, Automatic Rotation Common Venting Yes - up to 4 units Heat Exc,anger Expandable, Stainless 316L L.,ng - , 20.3 Hot Water Capacity (90F Rise) M.8 Hot Water Capacity (100F Rise) 14.2 Hot Water Capacity (140F Rise) 10.1 01.0Wr88 MI,I,ToerneT,eor'ildel'ana it),;'=NL 11E,ITGE - WATER OUTLET 60 11111111111011101111111111 11,0111111111 169,54[4306.2] OAL 54.12 [1374.61 LIST OF COMPONENTS ITEM NO. 2 10 11 12 13 14 15 16 19 20 21 22 23 24 25 26 27 I.D. TAG 02VP 01VP 01LT 01HT QTY. 1.5 , 2 PART NUMBER 18816-01-01 18816-01-02 18816-01-03 18816-0,04 18816-01-05 18816-01-06 18816-01-07 685-83-65-001-186D 685-92-74-002/21A 685-92-74-002/19A 685-73-73-001/19A 685-87-74-00,127A 684-84-77-002-00A 685-86-69-002-05A 685 86 71 001/6A 685-86-71-001/8A 685-86-71-005/26A 8 1- OA 685-86-75-002/6A 301999957546 685-ROUND-TUBE-5 685-ROUND-TUBE-3 685-86-72-001/2A 685-86-72-001/1A 685-86-72-001/0A 685-86-73-001/1A 301054620220 PART TITLE HFCS INLET ASSEMBLY SYRUP PUMP ASSEMBLY C1P / WATER INLET ASSEMBLY HOT WATER SUPPLY ASSEMBLY STEAM INLET ASSEMBLY CONDENSATE RETURN ASSEMBLY PNEUMATICS ASSEMBLY FRAME, SYRUP BATCH1NG SKID, 304SS VALVE ASSEMBLY, BUTTERFLY, ACTUATED, 2" TRI-CLAMP 136,Iles/E,TBRUircELEAR,VASNSNEEMAYoUSISTA APV 1" TUBE OD E&H LEVEL PROBE 36" 3/4'. NPT IgrmE,XGCHANGER, PLATE & FRAME, 18 PLATES, ALFA LAVAL RAPID MIX, 300 GALLON, 48" SQUARE, BREDDO, 40HP 2" LANTERN CAP /LOWER) W/ 1" HOLE ELBOW, 90 DEGREE, 1" SHORT, TUBE, 316L SS ELBOW 2'. 90 DEG SHORT TEE, REDUCING, 2"Xl", 3161 SS COUPLING,HALF,3/4° NPT,316 SS 40 FERRULE, WELDING, SHORT, 316SS, 1" FERRULE, WELDING, SHORT, 316SS, 2" TUBE, SANITARY, 316L SS, 2'. DIA X .065W, POLISHED 32RA TUBE, SANITARY, 3161_ SS, 1" DIA X 0.06, THK, POLISHED GASKET, TR1-CLAMP, EPDM, 2" GASKET, TRI-CLAMP, EPDM, 1-1/2" GASKET, TRI-CLAMP, EPDM, 1" CLAMP, TRI-CLAMP, 304SS, 2" CLAMP, TR1-CLAMP, 304SS, 1-1/2" 8, 1" EIRfuai= /Nis ztacHA. 5E7.1 BATCH MIX STATION *DATA REPORTING 18816-01 T. CH.FE'N'll'iliE T .CniC0115NRE IPTTr!OINCIFEEI PG1 9-0125 IIKHS BATCH mIX STATION WIDATA REPORTING 18816-01 NEW WATER ATER SCALE NTS 2 BATH MIX EQUIPMENT NTS .....__. 'Inc si„,,TCRONSULTING ENGINEERS PLUMB'N' ELEUCTIArCHI\riCAL ARC'HITELTlii,j/R:L/EYING' N914EEKATELLA AVENUE A p (7, LALIFORNIA 92805 4,, H.15 5, F (714) 385-1834 4,,f1 S a p: Project: Tenant Improvement For: SHASTA BEVERAGES INC. BOILER ROOM 1227 Andover Park E Tukwila, WA 98188 THFRF nnr,,na.rc REVISIONS FOR CITY SUBMITTAL 2/10/20 ,.f. FIELD REVISIONS 9/25/20 /2\ FIELD REVISIONS 10/06/20 6/) z .z * , FIELD REVISIONS 0 . 1/20/21 0/) ILLIJ < U LU 1 0 0 laU..., V) ,,, ..., i. . < Z 0 U1 z < a- = U 0 UJ U....1 oej Project Manager CR Date: 1/20I21 . Scale: Yli Project Number: 1911026 5) , SHEET NUMBER :' M203 cat GENERAL NOTES: ALL WORK AND MATERIALS SHALL COMPLY WITH GOVERNING CODES, SAFETY ORDERS AND REGULATIONS. INSULATION MATERIAL SHALL MEET THE GOVERNING STATE QUALITY STANDARD PER SECTION 116 ENERGY EFFICIENCY STANDARDS (E.E.S.). 2. ALL MATERIALS AND EQUIPMENT PROVIDED AND/OR INSTALLED SHALL BE GUARANTEED FORA PERIOD OF ONE (1) YEAR, UNLESS OTHERWISE INDICATED, FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK BY THE OWNER. ANY DEFECTIVE MATERIALS OR INFERIOR WORKMANSHIP SHALL BE CORRECTED TO THE ENTIRE SATISFACTION OF THE OWNER. 3. ELECTRICAL CONTRACTOR SHALL PROVIDE: CONDUIT FOR LINE AND LOW WIRING, SWITCHES, DISCONNECTS, CIRCUIT BREAKERS, AND FINAL CONNECTION ITEMS INDICATED THUS (EC.). 4. MECHANICAL CONTRACTOR SHALL PROVIDE: TEMPERATURE CONTROLS, LOW VOLTAGE WIRING AND ITEMS INDICATED THUS (M.C.). WIRING SHALL CONFORM TO LOCAL CODES. 5. PLUMBING CONTRACTOR SHALL PROVIDE: CONDENSATE DRAIN FROM A/C UNITS AND/OR EVAP COOLER TO APPROVED DRAIN POINT, WATER PIPING TO EVAP COOLER, GAS CONNECTIONS REQUIRED TO HVAC EQUIPMENT, SPECIFIED ON THE PLANS, AND ALL FINAL CONNECTIONS. 6. FLEXIBLE DUCT SHALL BE THERMAFLEX OR EQUAL, METAL SPIRAL WIRE ENCASED IN PLASTIC LINER, INSULATED, AND COVERED WITH A PVC JACKET. MINIMUM U.L. APPROVED CONDUCTANCE OF 022 AT 75 DEGREES FAHRENHEIT WITH A MAXIMUM LENGTH OF 5-8 FT., DUCT SHALL BE CONNECTED TO TRUNK OR BRANCH DUCT PER DETAIL. 7. DUCTWORK DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS. ALL SUPPLY AND RETURN DUCTWORK SHOWN IS TO BE INSULATED WITH 2" DUCT WRAP, INCLUDING THE TOP OF THE DIFFUSERS. DUCT WORKS IN UNCONDITIONED SPACE THE INSULATION SHALL HAVE A MINIMUM R-VALUE OF 8. INSULATED FLEXIBLE DUCT MAY BE USED IN MAXIMUM LENGTHS OF 5-0' PER BRANCH RUN. THE BALANCE OF THE RUN SHALL BE HARD PIPE WITH 2" INSULATED SLEEVE. 8. ALL SHEET METAL DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH UMC, AND APPLICABLE LOCAL CODES. TAPE ALL TRANSVERSE AND LONGITUDINAL JOINTS, TAKEOFFS ON SUPPLY, RETURN, AND EXHAUST DUCTS. RIGID DUCTWORK SHALL BE GALVANIZED STEEL. 9. WHERE INTERIOR OF DUCTWORK IS VISIBLE THRU AN AIR OUTLET, INSIDES OF DUCT SHALL BE PAINTED WITH A FLAT BLACK PRIMER. ALL GRILLS AND DIFFUSERS SHALL BE REMOVABLE. INSTALL TURNING VANES IN ALL 90 DEGREES DUCT ELBOWS (EXCEPT GREASE DUCTS), INSTALL SPIN -IN TAKEOFF WITH VOLUME DAMPER AT A/C UNIT DUCT CONNECTIONS AND SEAL AIRTIGHT. 10. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL DUCTWORK WITH CEILING AND ROOF FRAMING, AND COOPERATION AMONG THE TRADES IN MAINTAINING MANUFACTURERS RECOMMENDED CLEARANCES FOR ALL ITEMS OF EQUIPMENT. 11. ANY EQUIPMENT THAT IS SUBSTITUTED SHALL FIT IN THE SPACE PROVIDED WITH ADEQUATE ROOM FOR SERVICING, INCLUDING SUBSTITUTE EQUIPMENT NAMED IN THE SPECIFICATIONS, CONTRACTOR SHALL SUBMIT Al /4" SCALE DRAWING OF ALL EQUIPMENT SUBSTITUTED. 12. APPLY CCWI-181 OR EQUIVALENT TO ALL SEAMS AND JOINTS ON ROOFTOP DUCTWORK. 13. ALL DUCTWORK PENETRATING FIRE SEPARATIONS SHALL HAVE A FIRE DAMPER CONFORMING TO THE RATING OF THE AREA BEING PENETRATED. 14. HVAC SYSTEMS SHALL MEET CONTROL REQUIREMENTS PER IMC 2015. 15. ALL HVAC EQUIPMENT AND APPLIANCES SHALL MEET THE REQUIREMENTS PER SECTIONS 111-113,115,120-129 E.E.S. 16. WEATHER PROTECTION FOR OPENINGS TO BE GALVANIZED STEEL. 17. EACH SYSTEM PROVIDING HEATING AND COOLING AIR IN EXCESS OF 2000 CFM SHALL BE EQUIPPED WITH SMOKE DETECTORS. SMOKE DETECTORS TO BE INSTALLED IN THE SUPPLY DUCT, DOWNSTREAM OF THE FILTERS. 18. ALL DUCT TO BE GALVANIZED STEEL RIGID DUCT. THE LAST 6-8 FEET OF EACH RUN TO BE CLASS 1 FLEX DUCT(EXCEPT FOR EXPOSED DUCTS), FOR SOUND PURPOSES ONLY. 19. A COPY OF THE AIR BALANCE REPORT SHALL BE PROVIDED TO THE CITY BUILDING INSPECTOR AT THE TIME OF THE FINAL MECHANICAL INSPECTION. 20. ALL DUCT GAGES SHALL CONFORM TO SMACNA HVAC DUCT CONSTRUCTION STANDARDS- METAL AND FLEXIBLE. 21. CONTRACTOR TO FURNISH OWNER AND MAINTENANCE MANUALS TO BUILDING OWNER WITHIN 90DAYS OF SYSTEM ACCEPTANCE. 22. MECHANICAL CONTRACTOR SHALL EXAMINE ALL OTHER SPECIFICATIONS, DRAWINGS AND ALL FEATURES OF BUILDING CONSTRUCTION WHICH MAY AFFECT HIS WORK AND SHALL BE GOVERNED BY THESE AND OTHER SPECIFICATIONS, INCLUDING THE GENERAL CONDITIONS AND PARTICULAR INSTRUCTIONS TO ALL BIDDERS AND SUPPLIERS. 23. ALL WORK SHALL BE EXECUTED AND INSPECTED IN STRICT ACCORDANCE WITH ALL LOCAL CODES AND/OR STATE CODES, LAWS, ORDINANCES, RULES AND REGULATIONS APPLICABLE TO THIS PARTICULAR CLASS OF WORK, AND EACH MECHANICAL CONTRACTOR SHALL INCLUDE IN HIS PRICE ALL APPLICABLE SERVICE CHARGES, FEES, PERMITS, TAXES, AND OTHER SIMILAR COSTS IN CONNECTION THEREWITH. 24. PRIOR TO FABRICATION OF DUCTWORK, MECHANICAL CONTRACTOR SHALL EXAMINE AND VERIFY ALL CONDITIONS ABOVE AND BELOW THE CEILING WHICH MAY INTERFERE WITH THE DUCT SYSTEM AND NOTIFY THE ARCHITECT OF ANY CONFLICT ENCOUNTERED. MECHANICAL CONTRACTOR SHALL PROVIDE ALL OFFSETS, ETC. WHICH MAY BE REQUIRED, WITHOUT ADDITIONAL COST TO THE OWNER. 25. ALL SHEET METAL DUCT CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH "SMACNA" LOW PRESSURE DUCT CONSTRUCTION STANDARD. 26. TURNING VANES SHALL BE INSTALLED IN ALL BENDS IN RECTANGULAR DUCT EXCEEDING 30". 27. ALL DUCTS SHALL BE SUPPORTED WITH 1"WIDE, 16 GAUGE, GALVANIZED STEEL BANDS OR AS SHOWN ON PLANS. 28. ALL DUCT DIMENSIONS SHOWN ON PLANS ARE INTERNAL 29. MECHANICAL CONTRACTOR SHALL COORDINATE THE LOCATION OF SUPPLY AND RETURN AIR REGISTERS, DUCTS, GRILLES AND DIFFUSERS WITH LIGHTING AND CEILING PATTERNS. 30. PROVIDE LATERAL BRACING OF ALL DUCTS AND PIPES AS REQUIRED BY CODE. 31. AIR HANDLING DUCT SYSTEM SHALL BE CONSTRUCTED, INSTALL, INSULATED AND SEALED AS REQUIRED BY CHAPTER 6 OF 2015 IMC. AND LATEST SMACNA GUIDELINES. 32. MOUNT ALL THERMOSTATS BETWEEN 36,48" ABOVE FINISHED FLOOR. 33. ALL BRACING OF DUCTS AND PIPING SHALL BE INSTALLED IN ACCORDANCE WITH SMACNA GUIDELINES. 34. WHERE BRACING DETAILS ARE NOT SHOWN ON THE DRAWINGS OR IN THE GUIDELINES, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT OR MECHANICAL ENGINEER. 35. A COPY OF THE GUIDELINES PUBLISHED BY "SMACNA" SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR AND KEPT ON THE JOB AT ALL TIMES. 36. ALL DUCTWORK ABOVE ROOF SHALL BE INTERNALLY LINED WITH 1-1/2" THICK INSULATION. 37. INSULATION APPLIED TO THE EXTERIOR SURFACE OF DUCTS LOCATED IN BUILDINGS SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED RATING OF NOT MORE THAN 50 WHEN TESTED AS A COMPOSITE INSTALLATION INCLUDING INSULATION, FACING MATERIALS, TAPES AND ADHESIVES AS NORMALLY APPLIED. 38. OUTSIDE AIR INTAKES AND EXHAUSTS SHALL HAVE 1 /4"MESH SCREEN, BACKDRAFT AND VOLUME DAMPERS. 39. FURNISH AND INSTALL MANUAL VOLUME DAMPERS ON ALL BRANCH DUCTS SERVING A SUPPLY OR RETURN AIR REGISTER. NO EXCEPTIONS. INSTALL VOLUME DAMPERS DIRECTLY ABOVE T-BAR CEILING FOR ACCESSIBILITY. IF ACCESS IS NOT FEASIBLE, NOTIFY THE ARCHITECT AND ENGINEER FORA POSSIBLE RELOCATION. 40. DRAWINGS FOR HVAC WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, LAYOUT AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENTS. REFER TO ARCHITECTURAL AND MANUFACTURER'S STANDARD INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS, AS REQUIRED. FURNISH AND INSTALL DUCTWORK, CONNECTIONS, ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY TO FACILITATE THE SYSTEM'S FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT MANUFACTURE. 41. CODE COMPLIANCE: ALL WORK COVERED BY THE SECTION SHALL CONFORM TO THE INTERNATIONAL MECHANICAL CODE 2015 EDITION AND OTHER AUTHORITIES HAVING JURISDICTION. IN CASE OF CONFLICT BETWEEN REQUIREMENT, THE MOST RESTRICTIVE ONE SHALL APPLY. 42. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, AND REQUIREMENTS OF THE OWNER. PROVIDE DUCT RISES AND DROPS AS REQUIRED FOR FIELD INSTALLATION AND TRADE COORDINATION. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE STARTING WORK. WORK SHALL BE PERFORMED BY EXPERIENCED TRADESMEN AND THEIR WORK SHALL BE OF HIGH STANDARD ACCEPTABLE TO THE ARCHITECT. 43. ALL INDOOR DUCTS SHALL BE DUCT WRAPPED UNLESS OTHERWISE STATED. 44. ACCESS DOOR: PROVIDE HINGED ACCESS PANELS IN DUCTWORK WHERE SHOWN AND AS REQUIRED FOR ACCESS TO DAMPERS OR EQUIPMENT. PROVIDE INSULATED ACCESS DOORS IN INSULATED DUCTWORK. 45. TEST AND ADJUST EACH PIECE OF EQUIPMENT AND EACH SYSTEM AS REQUIRED TO ASSURE PROPER BALANCE AND OPERATION. PROVIDE A CERTIFIED AIR BALANCE REPORT TO THE OWNER SHOWING DESIGN AND MEASURED AIR VOLUMES, STATIC PRESSURES, FAN RPMS, ETC. ELIMINATE NOISE AND VIBRATION, AND ASSURE PROPER FUNCTION OF CONTROLS, MAINTENANCE OF TEMPERATURE, AND OPERATION. OBTAIN INSPECTIONS REQUIRED BY LOCAL CODE. GUARANTEE THE WORK AND THE INSTALLATION FOR ONE YEAR AFTER ACCEPTANCE BY THE OWNER. FURNISH THE OWNER WITH TWO COMPLETE SETS OF AS -BUILT DRAWINGS INDICATING ALL INSTALLED WORK INCLUDING ALL CONTROL WIRING DIAGRAMS AND INTERLOCK FOR SYSTEM OPERATIONS. CERTIFIED AIR BALANCE REPORT AND OUTSIDE AIR CERTIFICATION ARE REQUIRED PRIOR TO OCCUPANCY. 46. FIRE DAMPERS SHALL BE FIRE MARSHALL APPROVED AND STRICTLY PER MANUFACTURER'S PRINTED INSTRUCTIONS. MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE MADE AVAILABLE TO THE INSPECTING AUTHORITIES. 47. AIR MOVING SYSTEMS IN EXCESS OF A COMBINED VOLUME OF 2,000 CFM ARE REQUIRED TO BE EQUIPPED WITH AN AUTOMATIC SHUTOFF INTERLOCKED WITH A SMOKE DETECTOR LOCATED IN THE SUPPLY DUCTING OF AIR MOVING SYSTEM. 48. AIR CONDITIONING REFRIGERANT CIRCUIT ACCESS PORTS LOCATED OUTDOORS SHALL BE PROTECTED FROM UNAUTHORIZED ACCESS. 2015 IMC CODE COMPLIANCE 1. ALL PIPING, VERTICAL AS WELL AS HORIZONTAL PIPING INSTALLATION, SHALL BE IN ACCORDANCE W/ SECTION 305, 305.1 THROUGH 305.4, AND TABLE 305.4 "PIPING SUPPORT BRACING'. STEAM PIPING MATERIAL ALL NEW PIPE SHALL BE CARBON STEEL, ASTM A53 GRADE B, OR ASTM 106 GRADE B SEAMLESS OR ELECTRICAL RESISTANCE WELDED (ERW). SHCEDULE 40 FOR PIPING UP TO 862 Kpa (125 PSI) WITH WELDED ENDS, SCHEDULE 80 FOR PIPING WITH THREADED ENDS AND PIPING OVER 125 PSIG WITH WELDED ENDS. 2. PIPE SIZES 2-2 1/2" AND ABOVE: BUTT WELDED. FUEL PIPING l . ALL NEW PIPE SHALL BE CARBON STEEL, ASTM A53 GRADE B, OR ASTM 106 GRADE B SEAMLESS OR ELECTRICAL RESISTANCE WELDED (ERW). SHCEDULE 40 FOR PIPING UP TO 862 Kpa (125 PSI) WITH WELDED ENDS, SCHEDULE 80 FOR PIPING WITH THREADED ENDS AND PIPING OVER 125 PSIG WITH WELDED ENDS. 2. PIPE SIZES 2-2 1 /2" AND ABOVE: BUTT WELDED. MECHANICAL LEGEND NOTE: THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, ETC. ARE NECESSARILY USED ON THE DRAWINGS. HVAC EQUIPMENT & DUCTWORK NOTE: ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE INSIDE DIMENSIONS. SEE M.401.00 FOR THE SPECIFICATION FOR DUCTWORK TO RECEIVE INSULATION OR LINER. EXISTING DUCTWORK OR EQUIPMENT TO REMAIN EXISTING DUCTWORK OR EQUIPMENT TO BE REMOVED BRANCH DUCT WITH 45° RECTANGULAR - ROUND BRANCH FITTING AND MANUAL VOLUME DAMPER EQUIPMENT WITH FLEXIBLE DUCT CONNECTION (1",,,,,� 1{ 10" CSD-1 300 CFM `"� NECK SIZE, TYPE, CFM OF SUPPLY DIFFUSER OR REGISTER 0- TC TIME CLOCK CONTROL RD HS HUMIDITY SENSOR FD FIRE DAMPER �� Ell PULL STATION (F0D) FIRE SMOKE DAMPER El STATIC PRESSURE SENSOR SD SMOKE DAMPER TS TEMPERATURE SENSOR OVOLUME DAMPER MD MOTORIZED DAMPER Cii)FLOW METER BD BALANCE DAMPER 0 HUMIDISTAT ® CARBON DIOXIDE SENSOR T THERMOSTAT ANNOTATIONS MECHANICAL PLAN CALLOUT MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED AND INSTALLED UNLESS NOTED OTHERWISE) CONNECTION POINT OF NEW WORK TO EXISTING DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER Mi LOWER NUMBER INDICATES SHEET NUMBER illk Nur SECTION CUT DESIGNATION WORK LOCATION LEGEND SYMBOL ABBREV DESCRIPTION S/W SANITARY SEWER/WASTE D D DRAIN (INDIRECT) V VENT SANITARY CW COLD WATER HW HOT WATER HWR HOT WATER RETURN 105° TW TEMPERED WATER (105 °F) G G NATURAL GAS (8" WC) TP TPCW TRAP PRIMER COLD WATER ECW ECW EXISTING COLD WATER EG EG EXISTING GAS EHW EHW EXISTING HOT WATER SUPPLY EHWR EHWR EXISTING HOT WATER RETURN ED ED EXISTING DRAIN (INDIRECT) ES EXISTING SANITARY SEWER PRE PRESSURE RELIEF VALVE GC GAS COCK SOV SHUT OFF VALVE Db THE THROTTLING VALVE CV CHECK VALVE ECR ECCENTRIC REDUCER RV RELIEF VALVE PG PRESSURE GAGE &GAGE COCK pq ST STEAM TRAP SV SOLENOID VALVE PG1 9-0125 RISE/DROP IN PIPE WHA WATER HAMMER ARRESTOR W/ACCESS PANEL FD FLOOR DRAIN RD/OD ROOF DRAIN/OVERFLOW DRAIN FS FLOOR SINK FULL, 1/2 & 3/4 GRATE CO/WCO CLEANOUT/WALL CLEANOUT FCO/COTG FLOOR CLEUNOPT/ CLEANOUT TO GRADE POC POINT OF CONNECTION SEPARATE PERMIT DRIP LEG - REQUIRED FOR: I �1y an ical x Electrical [� Plumbing [_] Gas Piping City of Tukwila BUILDING DIVISION WORK LOCATION SITE PLAN S 180TH ST GREEN RIVER WORK LOCATION SHEET INDEX M001 MECHANICAL LEGEND AND GENERAL NOTES M100 MECHANICAL FLOOR PLAN M101 MECHANICAL FLOOR PLAN M200 MECHANICAL DETAILS M201 MECHANICAL DETAILS I REV)Ellv D FOR M202 MECHANICAL DETAILS I COS 'NICE, :APPRQVE[ M203CHANICAL DETAILS r ',II 7(I7(1 ina , ,, ,, NEERN G INC CONSULG STRUCTURAL, MECTINHANIAL,ENINEERS PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com Stamp: ,,,N_CL, W A Sy/,c7.o -'''0'9 34 `� T Fss ONA LT � ''\''' P. 03,•_/22 Project: Tenant Improvement For: SHASTA BEVERAGES INC. BOILER ROOM 1227 Andover Park E Tukwila, WA 98188 REVISIONS FOR CITY SUBMITTAL ° 2/10/20 o LL Z LU Ow W -J O LL Z mj Q Z CC a ULLI OW XX Q Yrojeci Manager CR W Date: Scale: N Project Number: 1911026 � v, <n a SHEET NUMBER a M 0 0 I 3" STEAM SEE M101-1 I TYPE INOMINA H.P. FUEL GALLON CAP FULL ' J: BOILER EQUIPMENT SCHEDULE 0 OUTPUT (LBS/HR) B-1 F3-DB-548C 100X-S150 SB ( STEAM r 100 GAS 552 3,348 -1--STEAM LETSIZE =�TT2" tiTA METER _ 2. CERTIFICATIONS: COMPLIANCE WITH ALL ASME CODES, EXTERNAL PIPING, BOILER E PRESSURE VESSEL CODE, SECTION #1. ASSUMED @ 5 PSI 175 LF INCLUDING ELBOWS, 90 DEG. FITTINGS (SEE DETAIL) @ 4000 FT3. STEAM DESIGN FURNACE STEAM HEATINGMAX RATED STEAM VOLUME OUTPUT SURFACEI INLET INPUT PRESSURE (FT3) (LBS/HR) (FT') ,PRESSURE 4,185 150 PSIG 19.85 3,450 500 [PER MFR. NATURAL GAS INLET MIN INLET ACTUAL CONNECTION PRESSURE BTU/HR DIAMETER (IN) (PSI) OUT '1-1/4 1/2 3,348 1 FLUE SIZE (IN) TING VENT ATERIAL TYPE"B' MAX DRAFT WC (IN) 0.08 HEIGHT 5'-5 1 / 16' DIMENSIONS WIDTHEIGHT REMARKS (LBS) 7,015 2 G 1-1/4'. GAS SEE M100-2 FLOOR LAYOUT -BOILER ROOM GENERAL NOTES: 1. EXACT LOCATION OF ALL FIXTURES SHALL BE DETERMINED FROM ARCHITECTURAL DRAWINGS. 2. BEFORE SUBMITTING BID, THE MECHANICAL CONTRACTOR SHALL REVIEW THE ARCHITECTURAL DRAWINGS AND INCLUDE IN HIS BID AN AMOUNT TO FURNISH AND INSTALL ANY FIXTURES WHICH ARE SHOWN IN ADDIDON TO FIXTURES SHOWN ON THE MECHANICAL DRAWINGS. 3. CONTRACTOR SHALL NOT CUT HOLES IN STRUCTURAL MEMBERS WITHOUT FIRST SECURING WRITTEN APPROVAL FROM THE ARCHITECT. 4. SITE INSPECTION: GC/CONTRACTOR SHALL VISIT THE WORK SITE PRIOR TO SUBMISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITION AND THE EXACT NATURE AND EXTENT OF WORK. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE AND FUNCTIONAL SYSTEM. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THE EXAMINATION. 5. GC SHALL BE RESPONSIBLE FOR OBTAINING AND PAY FEE FOR ALL NECESSARY PERMITS. 6. PROVIDE THE BUILDING OWNER OR REPRESENTATIVE WITH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OF GUARANTIES/WARRANTIES FOR EACH SYSTEM. O&M INSTRUCTIONS SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN CCR, TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS. 7. CONTRACTOR SHALL PROVIDE ALL APPLIANCES WITH SHUT OFF VALVES WITHIN 6' OF EACH GAS APPLIANCE. 8. PITCH STEAM PIPING DOWNWARD IN THE DIRECTION OF FLOW 1/4" PER 10 FT MINIMUM. WHERE THE LENGTH OF STEAM BRANCH LINE ARE LESS THAN 8 FEET, PITCH BRANCH LINES DOWNWARD TOWARD MAINS 1 /2" PER FOOT MINIMUM. 9. ALL STEAM PIPE AND STACK TO BE INSULATED AND COVERED WITH STAINLESS STEEL CLADDING. KEY NOTES: 1/2-1-0" NOT TO EXCEED 12'-0" O.C. (TYP.) OUTSIDE (E) WALL 1-1/4" GAS SEE M100-1 (TYP.) (TYP.) 1-1/4" O PG19-O 25 FLOOR LAYOUT -GAS LINE -- PLAN NORTH 2 1 /2"=1 '-0" 10 INSTALL STEAM BOILER ON CONCRETE FLOOR & SEISMIC BRACE IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. LOCAL CODES AND OWNER'S PREFERENCES (HOUSEKEEPING PAD OPTIONAL). (BOILER IS OWNER FURNISHED AND SIZED BY OTHERS.) 02 INSTALL ATMOSPHERIC TYPE B VENT FLUE AND TERMINATE THRU ROOF AS REQUIRED. TERMINATE THRU ROOF A MINIMUM OF 3' ABOVE ROOF. WEATHER SEAL PENETRATION AND WATER TEST FOR LEAKAGE. INSTALLATION SHALL BE IN ACCORDANCE WITH MFR'S REQUIREMENTS AND INDUSTRY STANDARDS(SEE SHEET M201 DETAIL-2). ® COORDINATE WITH OWNER TO EXACT LOCATION OF SLOWDOWN DRAIN. IF PUMPING IS REQUIRED, PROVIDE SMALL RESIDUAL TANK, AND PUMP TO DRAIN AS REQUIRED. SLOWDOWN TANK SIZED BY OTHERS (SEE SHEET M202 DETAIL 2).. ® INSTALL SLOWDOWN TANK ON TO PLANT CONCRETE FLOOR AND SEISMIC BRACE IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. LAG BOLT TO FLOOR USING PROVIDED LAG FLANGES WITH EQUIPMENT (SEE M202-3). ® TUBE PULL AREA AS REQUIRED. ENSURE NO OBSTRUCTIONS ARE PRESENT TO ALLOW FOR PROPER TUBE PULL PER MANUFACTURER'S REQUIREMENTS. ® NOT USED. ® PROVIDE PIPE HANGERS (FOR DETAIL SEE STRUCTURAL DRAWING). ® SEISMIC BRACED TYPE HANGER, SEE DETAIL ON SHEET M200 DETAIL-2. ® CONDENSATE RETURN PUMP. O NOT USED. 11 CONNECT TO BOILER BLOW DOWN FOR DETAIL SEE M202 DETAIL-1. O ECCENTRIC REDUCER(FLAT ON THE BOTTOM). 10 2" CONDENSATE RETURN. G CONNECT NATURAL GAS SUPPLY LINE TO EXISTING PIPING AT EXISTING METER. COORDINATE WITH OWNER AND GAS COMPANY AS NECESSARY FOR PROPER CONNECTION AND GAS QUANTITY SUPPLY. VERIFY THAT GAS SUPPLY DOWNSTREAM IS A MINIMUM OF 5 PSI. (COMPLY WITH THE 2015 IFGC AS REQUIRED) 10 CORE THRU WALLAS NECESSARY TO PROVIDE 1-1 /4" DIA GAS SUPPLY LINE TO BOILER. G POINT OF CONNECTION TO THE MAKEUP WATER. Q FOR BOILER GAS CONNECTION SEE SHEET M200 DETAIL-1. 1® DRIP LEG CONNECTION POINTS ON STEAM PIPING SHOULD BE SAME SIZE AS THE STEAM PIPING.THE DRIP LEG CONNECTION POINT SHOULD BE A MINIMUM 12 INCHES LONG INCLUDING A MINIMUM 6-INCH-LONG DIRT LEG WITH THE STEAM TRAP OUTLET ABOVE THE DIRT LEG. Pz V€ '2'1E0 FOR \I:I 3 1 70711 Ot I ukw1Ia BUILDING DIVISION LEGEND / SYMBOL KEY MAP Inc CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, UREYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com Stamp: RD.A. R, ASy�y��-o w o o q 34218, �Fss�NALT��-�G\�EXP. '� 03/19/22 Project: Tenant Improvement For: SHASTA BEVERAGES INC. BOILER ROOM 1227 Andover Park E Tukwila, WA 98188 REVISIONS c FOR CITY SUBMITTAL 2/10/20 c Z Q a 0 0 Li_ J _U Z U UJ Project Manager: CR _ Date: � c> Scale: N Project Number: 1911026 � <n 5, SHEET NUMBER M 1 00 GENERAL NOTES: EXACT LOCATION OF ALL FIXTURES SHALL BE DETERMINED FROM ARCHITECTURAL DRAWINGS. 2. BEFORE SUBMITTING AD, THE MECHANICAL CONTRACTOR SHALL REVIEW THE ARCHITECTURAL DRAWINGS AND INCLUDE IN HIS BID AN AMOUNT TO FURNISH AND INSTALL ANY FIXTURES WHICH ARE SHOWN IN ADDITION TO FIXTURES SHOWN ON THE MECHANICAL DRAWINGS. 3. CONTRACTOR SHALL NOT CUT HOLES IN STRUCTURAL MEMBERS WITHOUT FIRST SECURING WRITTEN APPROVAL FROM THE ARCHITECT. 4. SITE INSPECTION: GC/CONTRACTOR SHALL VISIT THE WORK SITE PRIOR TO SUBMISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITION AND THE EXACT NATURE AND EXTENT OF WORK. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE AND FUNCTIONAL SYSTEM. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THE EXAMINATION. 5. GC SHALL BE RESPONSIBLE FOR OBTAINING AND PAY FEE FOR ALL NECESSARY PERMITS. 6. PROVIDE THE BUILDING OWNER OR REPRESENTATIVE WITH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OF GUARANTIES/WARRANTIES FOR EACH SYSTEM. O&M INSTRUCTIONS SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN CCR, TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS. 7. CONTRACTOR SHALL PROVIDE ALL APPLIANCES WITH SHUT OFF VALVE WITHIN 6' OF EACH GAS APPLIANCE. 8. PITCH STEAM PIPING DOWNWARD IN THE DIRECTION OF FLOW 1 /4" PER 10 FT MINIMUM. WHERE THE LENGTH OF STEAM BRANCH LINE ARE LESS THAN 8 FEET, PITCH BRANCH LINES DOWNWARD TOWARD MAINS 1 /2" PER FOOT MINIMUM. 9. ALL STEAM PIPE AND STACK TO BE INSULATED AND COVERED WITH STAINLESS STEEL CLADDING. KEY NOTES: 10 CONNECT 3" STEAM SUPPLY LINE TO THE NEW BLENDING MACHINE (3300LB/HR @60 PSI). 02 CONNECT 3" STEAM SUPPLY LINE TO THE NEW BATCHING MACHINE(2750LB/HR @60PS1). 30 CONNECT 1 1/2" CONDENSATE RETURN TO THE NEW BLENDING MACHINE SEE M203-1. O CONNECT 2" CONDENSATE RETURN TO THE NEW BATCHING MACHINE SEE M202 -1. 0 DRIP LEG CONNECTION POINTS ON STEAM PIPING SHOULD BE SAME SIZE AS THE STEAM PIPING.THE DRIP LEG CONNECTION POINT SHOULD BE A MINIMUM 12 INCHES LONG INCLUDING A MINIMUM 6-INCH-LONG DIRT LEG WITH THE STEAM TRAP OUTLET ABOVE THE DIRT LEG. LEGEND / SYMBOL PG19-O 25 FLOOR LAYOUT-BATCHING & BLENDING EQUIPMENT IncI P ENGI,SER, ,, ..,. CONSULTING ENGINERSU STRUCTRAL, MECHANICAL, PLMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com Stamp: PRD.A.A, ,,C., T A S y/ , 07,0 �o 34218 Q `.4 �Fss U ONA LT EAR'\\,E(P. 03,•_/22 Project: Tenant Improvement For: SHASTA BEVERAGES INC. BOILER ROOM 1227 Andover Park E Tukwila, WA 98188 REVISIONS FOR CITY SUBMITTAL 2/10/20 Z a_ 0 0 LL J U z Q U W Project Manager CR Date: N Scale: vPr oject Number. 1911026 v) SHEET NUMBER M1O1 0 w BOILER FEEDWATER PIPING: A. PIPING FROM BOILER FEEDWATER PUMP DISCHARGE TO INLET OF BOILERS. B. PIPE: CARBON STEEL, ASTM A53 GRADE B OR ASTM Al06 GRADE B, SEAMLESS OR ERW. PIPING WITH THREADED JOINTS SHALL BE SCHEDULE 80, WELDED JOINTS SCHEDULE 40. C. JOINTS: 1. PIPE SIZES 65 MM (2-1/2 INCHES) AND ABOVE: BUTT -WELDED. 2. PIPE SIZES 50 MM (TWO INCHES) AND BELOW: THREADED, BUTT -WELDED, OR SOCKET -WELDED. D. FITTINGS: 1. BUTT -WELDED JOINTS: STEEL, ASTM A234, GRADE B, ASME 816.9, SAME SCHEDULE AS ADJOINING PIPE. 2. THREADED JOINTS: FORGED STEEL, ASME 816.1 1, 13,790 kPa (2000 PSI CLASS; OR MALLEABLE IRON, ASTM A47, ASME 816.3, 2050 kPa (300 PSI) CLASS. 3. SOCKET -WELDED JOINTS: FORGED STEEL, ASME 816.1 1, 13,800 kPa (2000 PSI) CLASS. E. UNIONS: FORGED STEEL, 13,800 kPa (2000 PSI) CLASS OR 20,680 kPa (3000 PSI) CLASS; OR MALLEABLE OR DUCTILE IRON, 2050 kPa (300 PSI) CLASS. F. FLANGES AND BOLTS: FORGED STEEL WELD NECK, ASME 816.5, ASTM AL05, 2050 KPA (300 PSI) PRESSURE CLASS. BOLTS SHALL BE HIGH STRENGTH ASTM A193, CLASS 2, GRADE 88. NUTS SHALL BE ASTM A194. INSTALLATION - PIPE SUPPORT SYSTEMS: A. COORDINATE SUPPORT LOCATIONS WITH BUILDING STRUCTURE PRIOR TO ERECTION OF PIPING. ALSO REFER TO APPROVED SHOP DRAWINGS OF EQUIPMENT AND APPROVED PIPING LAYOUT AND HANGER LAYOUT DRAWINGS WHEN LOCATING HANGERS. ARRANGEMENT OF SUPPORTS SHALL FACILITATE OPERATING, SERVICING AND REMOVAL OF VALVES, STRAINERS, AND PIPING SPECIALTIES. HANGER PARTS MUST BE MARKED AT THE FACTORY WITH A NUMBERING SYSTEM KEYED TO HANGER LAYOUT DRAWINGS. LAYOUT DRAWINGS MUST BE AVAILABLE AT THE SITE. . UPPER ATTACHMENTS TO BUILDING STRUCTURE: 1. NEW REINFORCED CONCRETE CONSTRUCTION: CONCRETE INSERTS. 2. EXISTING REINFORCED CONCRETE CONSTRUCTION: UPPER ATTACHMENT WELDED OR CLAMPED TO STEEL CLIP ANGLES (OR OTHER CONSTRUCTION SHOWN ON THE DRAWINGS) WHICH ARE EXPANSION -BOLTED TO THE CONCRETE. EXPANSION BOLTING SHALL BE LOCATED SO THAT LOADS PLACE BOLTS IN SHEAR. 3. STEEL DECK AND STRUCTURAL FRAMING: UPPER ATTACHMENTS WELDED OR CLAMPED TO STRUCTURAL STEEL MEMBERS. C. EXPANSION FASTENERS AND POWER SET FASTENERS: IN EXISTING CONCRETE FLOOR, CEILING AND WALL CONSTRUCTION, EXPANSION FASTENERS MAY BE USED FOR HANGER LOADS UP TO ONE-THIRD THE MANUFACTURER'S RATED STRENGTH OF THE EXPANSION FASTENER, POWER SET FASTENERS MAY BE USED FOR LOADS UP TO ONE-FOURTH OF RATED LOAD. WHEN GREATER HANGER LOADS ARE ENCOUNTERED, ADDITIONAL FASTENERS MAY BE USED AND INTERCONNECTED WITH STEEL MEMBERS COMBINING TO SUPPORT THE HANGER, D. SPECIAL SUPPORTS: 1. SECURE HORIZONTAL PIPES WHERE NECESSARY TO PREVENT VIBRATION OR EXCESS SWAY. 2. WHERE HANGERS CANNOT BE ADEQUATELY SECURED AS SPECIFIED, (FOR EXAMPLE, SUPPORT FOR FLOW METERING SENSING LINES, PNEUMATIC TUBING, CONTROL PIPING) SPECIAL PROVISIONS SHALL BE MADE FOR HANGING AND SUPPORTING PIPE AS DIRECTED BY THE RE. 3. PIPE SUPPORTS, HANGERS, CLAMPS OR ANCHORS SHALL NOT BE ATTACHED TO EQUIPMENT UNLESS SPECIFICALLY PERMITTED BY THE SPECIFICATIONS FOR THAT EQUIPMENT OR UNLESS RE GIVES WRITTEN PERMISSION. NO ATTACHMENTS TO BOILER CASINGS PERMITTED. E. SPRING HANGERS: LOCATE SPRING UNITS WITHIN ONE FOOT OF THE PIPE, BREECHING OR STACK ATTACHMENT EXCEPT IN LOCATIONS WHERE SPRING ASSEMBLIES INTERFERE WITH PIPE INSULATION. ADJUST SPRINGS TO LOADS CALCULATED BY HANGER MANUFACTURER. F. SEISMIC BRACES AND RESTRAINTS: DO NOT INSULATE PIPING WITHIN ONE FOOT OF DEVICE UNTIL DEVICE HAS BEEN INSPECTED BY RE. CLEANING OF PIPING AFTER INSTALLATION: FLUSH ALL PIPING SUFFICIENTLY TO REMOVE ALL DIRT AND DEBRIS. ALL PIPING COMPLETELY. VELOCITY SHALL BE EQUIVALENT TO THAT EXPERIENCED DURING NORMAL PLANT OPERATION AT MAXIMUM LOADS. DURING FLUSHING, ALL CONTROL VALVES, STEAM TRAPS AND PUMPS MUST BE DISCONNECTED FROM THE SYSTEM. AFTER CLEANING IS COMPLETE, REMOVE, CLEAN AND REPLACE ALL STRAINER BASKETS AND ELEMENTS. RECONNECT ALL EQUIPMENT. PROVIDE SAFE POINTS OF DISCHARGE FOR DEBRIS BLOWN FROM PIPES. TESTING: A. TESTING OF PIPING COMPONENTS IS NOT REQUIRED PRIOR TO INSTALLATION, VALVES AND SHALL BE CAPABLE OF WITHSTANDING HYDROSTATIC SHELL TEST EQUAL TO TWICE THE PRIMARY DESIGN SERVICE PRESSURE EXCEPT AS MODIFIED BY SPECIFICATIONS ON FITTINGS, ASME 816.5. THIS FITTINGS TEST CAPABILITY IS A STATEMENT OF QUALITY OF MATERIAL. TESTS OF INDIVIDUAL ITEMS OF PIPE, FITTINGS OR EQUIPMENT WILL BE REQUIRED ONLY ON INSTRUCTION OF RE AND AT GOVERNMENT COST. AFTER ERECTION, ALL PIPING SYSTEMS SHALL BE CAPABJ.E OF WITHSTANDING A HYDROSTATIC PRESSURE OF 1.5 TIMES DESIGN PRESSURE, AS STIPULATED IN ASME 831.1. HYDROSTATIC TESTS WILL TEST BE REQUIRED ONLY ON BOILER EXTERNAL STEAM PIPING, UTILIZING WATER AS THE TEST MEDIUM. HYDROSTATIC TESTS WILL BE REQUIRED ON OTHER PIPING WHEN OPERATING TESTS DESCRIBED ARE UNSATISFACTORY, OR WHEN INSPECTION OF WELDS SHOWS POOR WORKMANSHIP AND IS SUBJECT TO QUESTION BY THE RE. WHEN HYDROSTATIC TESTS SHOW LEAKS, THE RE WILL REQUIRE NECESSARY WELDING REPAIRS, IN ACCORDANCE WITH ASME 831.1, AT THE CONTRACTOR'S COST. C. PERFORM OPERATING TEST AS FOLLOWS: 1. ALL STEAM PIPING PRIOR TO INSULATION SHALL BE SUBJECTED TO STEAM AT FINAL OPERATING PRESSURE. INSPECT ALL JOINTS FOR LEAKS AND WORKMANSHIP. CORRECTIONS SHALL BE MADE AS SPECIFIED. 2. TEST MAIN GAS PIPING WITH COMPRESSED AIR AT TWICE THE SERVICE PRESSURE ENTERING VA PROPERTY FROM UTILITY SERVICE. TEST LP GAS PIPING AT THE MAXIMUM TANK PRESSURE, 1725 kPa (250 PSIG), WITH COMPRESSED AIR. TEST JOINTS WITH SOAP SOLUTION, CHECK THOROUGHLY FOR LEAKS. 3. TEST BOILER FEEDWATER, CONDENSATE, VACUUM AND SERVICE WATER SYSTEMS UNDER SERVICE CONDITIONS AND PROVE TIGHT. 4. TEST OIL AND COMPRESSED AIR SYSTEMS UNDER SERVICE CONDITIONS AT PRESSURE EQUAL TO HIGHEST SETTING OF SAFETY AND RELIEF VALVES IN THE INDIVIDUAL SYSTEMS. 5. MAKE CORRECTIONS AND RETESTS TO ESTABLISH SYSTEMS THAT HAVE NO LEAKS. REPLACE OR RECUT ANY DEFECTIVE FITTINGS OR DEFECTIVE THREADS. SOLDERED MATERIAL SHALL BE THOROUGHLY CLEANED PRIOR TO RESOLDERING. BACK WELDING OF THREADS WILL NOT BE PERMITTED. D. HYDROSTATICALLY TEST BOILER EXTERNAL STEAM PIPING FROM BOILER TO HEADER IN APPROVED MANNER WITH WATER OF SAME TIME BOILER IS HYDROSTATICALLY TESTED UNDER THE SUPERVISION OF RE. PRIOR TO HYDROSTATIC TEST, REMOVE ALL VALVES NOT RATED FOR HYDROSTATIC TEST PRESSURE. REPLACE VALVES AFTER TESTS ARE SATISFACTORILY COMPLETED. HYDROSTATIC TEST PRESSURE SHALL BE 1.5 TIMES DESIGN PRESSURE AND PERFORMED IN ACCORDANCE WITH ASME BOILER AND PRESSURE VESSEL CODE, SECTION I. GENERALLY, INSULATION WORK SHOULD NOT BE PERFORMED PRIOR TO TESTING OF CONTRACTOR MAY, AT OWN OPTION AND HAZARD, INSULATE PIPING PRIOR TO TEST, BUT ANY DAMAGED PIPING. INSULATION SHALL BE REPLACED WITH NEW QUALITY AS SPECIFIED FOR ORIGINAL INSTALLATION AT CONTRACTOR'S COST AND TIME. F. SAFETY, SAFETY -RELIEF, RELIEF VALVES: AFTER INSTALLATION, TEST UNDER PRESSURE IN OF RE. TEST OPERATION, INCLUDING SET PRESSURE, FLOW, AND BLOWDOWN IN ACCORDANCE WITH PRESENCE ASME BOILER AND PRESSURE VESSEL CODE. ANY DEFICIENCIES MUST BE CORRECTED AND RETEST PERFORMED. Company name: Brabazon Pump, & Compressor Created by: Bob Potts G R U N D FO S N Phone: 920-569-1796 Email: np@brabazon.com Date: 12/20/2018 Description General Informs Product name: Product No.: EAN: Technical: Rated pump spa Rated flow: Rated head: Head max: Stages: Impellers: Number of red impellers: lameter Low NPSH: Pump orientation: Shaft seal arrangement: Code for shaft seal: Approvals on nameplate: Curve tolerance: Pump version: ode, Cooling: Materials: Base: Cast iron EN 1561 EN-GJL-200 ASTM A48-258 Stainless steel .4301... Impeller: Type of connection: Size of inlet connec Size of suction port: Size of outlet connection: Size of outlet port: Pressure rating for pipe Material code: Code for rubber Bearing: tnstaitation Maximum ambient temperature: 140 °F ivtaxrmum operating pressure: 363 psi Max pressure at stated 363 psi/ 250 °F 363 psi / -4 °F DIN / ANSI / JIS DN 25/32 1 1!4 inch ON 2,32 1 114 inch ion Flange rating inlet: Flange size for motor: Conned code: Liquid: Pumped liquid: Liquid temperature range. Liquid temperature during Density: r standa Motor type: lE Efficiency class: Rated power - P2: CR 3-13 K-FGJ-A-E-HQQE On request On request 3461 rpm 15.4 US gpm 0.7 ft n Yes Vs Single HQOE CURDS IS09906:2012 38 TE 250 lb 182TC Water 4 . 248 °F 68 °F 62.29 IINfN NEMA Premium ! IE3 60Hz 3 HP Printed from Grundfos Product Center 12018.08,0 KJ 2 BY OTHERS: BOILER FEED WATER PUMP CEILING / TRUSS UNISTRUT LAG BOLT TO GEEING (TYP) 1/2" O THREADED ROD MIN. DEPTH OF LAG BOLT PENETRATION SHALL BE 2 1/2" (NO EXEPTIONS) DOUBLE NUTS WITH WASHERS 16 GAUGE 1 3/4" WIDE GALV STEEL BAND 3/4"X3/4"X1/8" ANGLE IRON BENT USE 3/4"X3/4"X1/8" THK ANGLE IRON (DIAGONAL) TO PREVENT LATERAL MOVEMENT (ON 30" CENTERS) PIPE 16GAUGE POP RIVETS (TYP) BOILER FEED WATER PUMP SCALE NTS PIPE HANGER SEISMIC BRACING DETAIL SCALE NTS SIZE TO MATCH UNIT CONN (UNO) EXTEND REGULATOR VENT FULL SIZE MINIMUM OF 10' FROM ADJACENT AIR INTAKES 8 l' ABOVE GAS REGULATOR, SIZED FOR 5 PSI, 6.5" W.C. OUT, CAPACITY TO MATCH UNIT CAPACITY (UNO) (FIELD VERIFY INLET PRESSURE TO REGULATOR). SHUT OFF VALVE SIZE PER PLAN ADJUSTABLE HEIGHT SUPPORT, HEIGHT TO ALLOW ROOM FOR DRIP LEG REMOVAL INTERIOR FLOOR LEVEL STEAM BOILER B-1 +. rtY BUIL PG1 9-0125 QA GAS PIPING MAT'L, C.S., SCH 40, THREADED PER 2015 IFGC BOILER GAS CONNECTION SCALE NTS Project: Tenant Improvement For: SHASTA BEVERAGES INC. ti��a hrgRoc� BOILER ROOM „ ``�-cD 1227 Andover Park EEFFR "°l�a��a ti l Tkwiln W A 9R 1 RR ti REVISIONS FOR CITY SUBMITTAL 2/10/20 V) Q W a Q U Z 0 a Q U Lu Project Manager; CR _ Date: N Project Number: 1911026 SHEET NUMBER a M200 2 3 4 5 7 8 9 10 A E F FRECOMMENDED THAT ALL JOINTS, UNIONS, MOUNTING FASTENERS, AND CONNECTIONS 2 16" 3 " I 4 5 6 2 12 13 14 15 16 [C3VSITiPl'ONS ,E APPROXIMATE A;,NET),3„,p1rFEkNRCLH,E, PROJECT SHASTA BEVERAGES TUKWILA, WA 4 ,4 EQUIPMENT CORPORATION MENOMONEE FALLS, WISCONSIN " 7 8 9 10 ° "ozT7,,,,ti€,,,7ETEuT7iicE sNONE DRAWING 181220-1143 DO REV N ..11,SD ttE) FstrA,:, RSIZE 12 13 DATE 12-20-2018 I SHEET 1 OF 2 14 15 A KEY NOTES: 0 STEAM POINT OF CONNECTION BY OTHER. FEED WATER TANK SCALE NTS 3 STEAM BOILER N.O. TOTAL LOAD / /, \ / \/ N/ REF) P-2 EA. TERMINATION TO EQUIP. M200 V FEED TANK BOILER BLOWDOWN MAKE-UP WATER GAUGE VENT /10" 0 FLUE l'' 0 D AIN FD 0 ROOF PENETRATION PER CODE WEATHER SEAL (TYPE ''B" VENT) REF) BURNER r FLOOR ELEV PG19 0125 0 STEAM PIPE/HEADER INSULATION IS BY OTHERS --Eblit4.61/71`frukt BOILER GAS CONNECTION SCALE NTS ELEVATION DIAGRAM SCALE NTS 2 Inc STRUCTLNL=1=,EZSJIABING, ,2,1cldjigTRAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 . , Stamp: A. c' NIIII..., 34,2 170 <'SS/ONA L t'D \03 Z22 Project: Tenant Improvement For: SHASTA BEVERAGES INC. BOILER ROOM 1227 Andover Park E Tukwila, WA 98188 REVISIONS Sheet Title: MECHANICAL DETAILS FOR CITY SUBMITTAL 2/10/20 Date: Scale: Prc'eci N'mberI 1911026 SHEET NUMBER M201 FEATURES AND BENEFITS PRODUCT OFFERING SAMPLE SPECIFICATIONS Figure 1. Blowdown Separator Dimensions Figure 2. Automatic Drain Water Aftercooler (18DF) Dimensions Figure 3. Automatic Drain Water Aftercooler (16DS) Dimensions Figure 4. Automatic Drain Water Aftercooler (20A0) Dimensions Figure 5. Model 5D Dimensions Figure 6. Separator Floor Stand Figure 7. Separator Wall Bracket Table 1. Boiler Blowdown Separator Sizing Table 2. Cooling Water Line and Valve Sizing This section contains information on Blowdown separators, which are used to provide safe and economical flash purification to enhance blowdown effectiveness. A I B 1 C I D I E 1.- F I G I H 56 I," DOOR SWING, 1 106" TYP (TUBE CLEARANCE) 013" 125 il6" (SHELL LG j . (REAR 18" REF --.. 6 5X0-, /'''' 0111" 6 / - 1 . ) _ IL i ,,...-A,,11 • 1'4'1" - • - . %me ,.. 5 STACK FLANGE DETAILS o . iiella , . _/ 5 c--,--- a 1.. up. 4111 . Ig"R F ----=—•—a—E—ii—aky cafe ,- 69 • till tit I ' , 1111,,,,I IFT11.*"."""'" IL 0) 41,1 41 n II III L...,'. ' , 111. . .. " fA ,• NL . . miriliontimp 1 iiir-Eutt ..:740... la: , 7 Two - ' -i,:' jii P'2 ' R ' • • I e.... ' ,.., , _ _ , _,_ 4, - 3 o o , - BOILER CONNECTIONS QTY. BOILER CONNECTIONS QTY. BOILER RATINGS 4 2 A STEAM OUTLET: 2-1/2" CPLG 1 Q LOW FIRE HOLD: 3/4" NPT 1 NOMINAL BOILER HORSEPOWE : 100 HP 3 YICTONY iffillek 2 B LWCO (PRIMARY): 1" NPT 3 R STACK THERMOMETER: 1/2" NPT 1 DESIGN PFRESSURE: 150 PSIG STEAM 2 C LVVCO (AUX): N/A N/A S SIGHT PORT: 2" NPT 1 GROSS OUTPUT: 3,348 MBH 1 ..,,,,, I 12 fith St North, CollAh,hato, Oh' 740,1 D LWCO (PROBE): 1" NPT 1 T CHEMICAL FEED: N/A N/A STEAM OUTPUT (FROM 8, 212°F): 3,450 LBS/HR REV BY DATE CHK'D DATE DESCRIPTION I' 9, 274 0023 FAX 911, - 274 -005, E BOILER BLOWDOWN: 1-1/4" NPT 1 U FGF2: N/A N/A RATED INPUT: 4,185 MBH NOTES - F SURFACE BLOWDOVVN: 1-1/2" NPT 1 V EXTRA CONNECTION: N/A N/A BOILER DATA G SAFETY VALVE 1: 1-1/4" NPT 1 W EXTRA CONNECTION: N/A N/A HEATING SURFACE (ASME): 500 FT^2 K HANDHOLE (SHELL): 3-1/2" X 4-1/2" 4 Z EXTRA CONNECTION: NA N/A STEAMING VOLUME: 7.96 FT, M CLEANOUT PORT: N. N/A BB EXTRA CONNECTION: N/A N/A WATER CAPACITY (FULL): 552 GAL @ 4,593 LBS ' ' PROJECT: 100X HP STOCK BOILER N FEEDWATER: 1-1/4" NF'T 1 CC EXTRA CONNECTION: N/A N/A WATER CAPACITY (NWL): 493 GAL @ 4,096 LBS SCALE DRAWN BY DATE CHECKED BY DATE DRAV/ING NO. BOILER MODEL P AUXILIARYNENT: N/A N/A DD EXTRA CONNECTION: N/A N/A SHIPPING WEIGHT: 7,750 LBS NTS MJM 3/28/17 MJM 3/28/17 VEG 13952 F3-DB-548C-100X-S150-SB A I B I C I D 1 E I F I G I H 685-92-69-001/6A VAL /2. UNION ELBOW SS-8 LBOW, N/M, UNION, 316 SS, (1/2" X 1/2") DIA rgz onoT,')iccA-LisziTs 1/2. FNIE-CIACENER 1/2" F-ciEEE ..------134I1EP4ILNAFI"L'YNGE CONNECTION F ot JILDiNG .- ..., .... ..... _.„.„ . ,,,,, inc CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 92805 385-1834 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA P (714) 385-1835, F (714) - i Stamp: N ,,,, D., , p ,./ ',..... Project: Tenant Improvement For: SHASTA BEVERAGES INC. BOILER ROOM 1227 Andover Park E Tukwila, WA 98188 REVISIONS Sheet Tifle. MECHANICAL SCHEDULES & EQUIPMENT SPECIFICATIONS FOR CITY SUBMITTAL 2/10/20 Project Manager: CR Date: Scale: Project Number: 1911026 SHEET NUMBER M202 OPERATING WEIGHT: 5 TO S 85.75[2178.0] oaw 3.69[855.7] -\-21.92(556.a1 8.78[223.0] 10.50[266.6] REF. LIST OF COMPONENTS ITEM NO. I.D. TAG QTY. PART NUMBER 10 12 02VP 01VP OlLT 01HT 18816-01-01 18816-01-02 18816-01-03 18816-01-04 18816-0,05 18816-01-06 18816-0,07 685-83-65-001-186D 685-92-74-002/21A 685-92-74-002/19A 685-73-73-001/19A 685-87-74-001-127A HFCS INLET ASSEMBLY PART TITLE SYRUP PUMP ASSEMBLY CIP / WATER INLET ASSEMBLY HOT WATER SUPPLY ASSEMBLY STEAM INLET ASSEMBLY CONDENSATE RETURN ASSEMBLY PNEUMATICS ASSEMBLY FRAME, SYRUP BATCHING SKID, 304SS VALVE ASSEMBLY, BUTTERFLY, ACTUATED, 2" TRI-CLAMP \3'ITSITBRUITOVOTNVEMCMIT'STA A" 1" " riiiIT:EF>jECLHP4GBE: 3'E'8.JNFPRTAME 18 P1ATES ALFA LAVAL 13 684-84-77-002-00A LAX, RAPID MIX, 300 GALLON, 48" SQUARE, BREDDO, 40HP 14 16 19 20 685-86-69-002-05A 685-86-71-001/6A 685-86-71-001/8A 685-86-71-005/26A 22 23 24 25 26 27 6 FT 1.5 FT 685-86-71-013/0A 685-86-75-002/6A 301999957546 685-ROUND-TUBE-5 685-ROUND-TUBE-3 685-86-72-001/2A 6135-86-72-001/1A 685-86-72-001/OA 685-86-73-001/1A 301054620220 2" LANTERN CAP (LOWER, W/ 1" HOLE ELBOW, 90 DEGREE, 1" SHORT, TUBE, 316L SS ELBOW 2" 90 DEG SHORT TEE, REDUCING, 2,1", 316L SS COUPLING,HALF,3/4" NPT,3161. SS,SCH40 FERRULE, WELDING, SHORT, 316SS, 1" FERRULE, WELDING, SHORT, 316SS, 2" TUBE, SANITARY, 3161. SS, 2" DIA X .065W, POLISFIED 32RA TUBE, SANITARY, 316L SS, 1" DIA X 0.065" THK, POLISHED GASKET, TRI-CLAMP, EPDM, 2" GASKET, TRI-CLAMP, EPDM, 1-1/2" GASKET, TRI-CLAMP, EPDM, 1" CLAMP, TRI-CLAMP, 304SS, 2" CLAMP, TRI-CLAMP, 304SS, 1-1/2" 8, 1" insvuosc. SEE7 BATCH MIX STATION W/DATA REPORTING 18816-01 1-1/2" T.C. CaliPg1 3' 150. FLANGE 'Ear 1-1/2" 150# CF=E SCAOTNNEFIR 2 „2 T C 'C'giFFEERgi 2 1/2 T c WciEFE 2 1172ATTE: WCF:EibacTNIt 2 1/2 T C CCCTEEFF4 iKHSVAs,JKMA.wi BATCH MIX STATION W/DATA REPORTING 18816-01 rUk. DAIS:ION). PG19-0125 BLENDING EQUIPMENT SCALE NTS 11 ._,._ inc ST„CTLTANLALEILAEXAIN_,EZ1NABING, 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 Stara, A. ,,o N 0 wAsy/;, -,- ,...... 4,3,4 2 1 53543,,,.- N A Project: Tenant improvement For: SHASTA BEVERAGES INC. BOILER ROOM 1227 Andover Park E Tukwila, WA 98188 TH.SF n REVISIONS c FOR CITY SUBMITTAL 2/10/20 . .,, . c (,) Z 0 a ET_ MLU 0---- 0 ciLLI (r) (J) _I ' I-- Q Z E 0 LU ' - Z < - ' i D 0 0 Ill 11-1-1 . oa Project Manager CR < Dote: . Scole: Prqed 'Mb' 1911026 g SHEET NUMBER < M203 NOT USED 11 3" D STEAM --- . PER MECN TRAVERSE BRACE LONG. BRACE BRACE PLAN O O (N) PS603 ANGLE — BRACKET OR EQ. WI 1/2'O M.B. & 1/2"O LAG SCREW PS200-EH BRACE EA. ----- DIRECTION @ 80'-0" O.C. PS633 OR EQ. W/ 1 /2" O M.B. TO BRACE (E) 4x PURLIN (E) 2x SUB-PURLIN — PS 603 ANGLE W/ 1/2"0 LAG SCREW PS200-EH ROD STIFFENER, W/ PS3500 STIFFENER ASSEMBLY OR EQ. 1 /2"O THR'D ROD 3"0 STEAM & PIPE HANGER @ 8'-0" O.C. MAX. WT.:10.77 PLF OPENING WIDTH UP TO 6-0" 6'-1 "TO 8'-0" 8'-1 "TO 10'-0" OVER 10'-0' CONSULTING ENGINEERS STRUCTL, ECHACAL PL ELECTURRICALM, CIVIL, NISURVEYING, UMBING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com Stamp: REVISIONS FOR CITY SUBMITTAL 2/10/20 Project Manager: Date: 1227 Andover Park E CR 2,7/20 m 0 1911026 -,,c) SHEET NUMBER S201 c Tukwila, WA 98188 ti V