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Home My WebLink AboutPermit M19-0152 - SHASTA BEVERAGES - STEAM BOILER, GAS SERVICE AND STEAM PIPINGSHASTA BEVERAGE INC BOILER 1227 ANDOVER PARK E FI NALED 12/16/2021 M19-0152 Parcel No: Address: 0 �`^�x« °~�7� �~°"^U ~�� v�n Tukwila � Department of Community Development 04 63U0Smwthoente,Boulevard, Suite #1UO Tukwila, Washington 9Ol88 �^ n�""°'�o�'ua�-�sro �'�� Inspection Request Line: 2O6'43U'935O Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT 3523049072 Permit Number: M19-0152 lZ27ANDOVERPARK E Project Name: SHASTA BEVERAGES, INC - BOILER Issue Date: 8/26/2020 Permit Expires On: 2/22/2021 Owner: Name: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: NATIONAL BEVERAGE CORP 8100SVV10THSTSTE4000, PLANTATION, WA, ]3324 l9168ONA|RDRSW, SEATTLEWA, 98116 AFFIDAVIT NE|L]OHN5ON ''' ''' Phone: (206)433'8997 Phone: Expiration Date: DESCRIPTION OF WORK: INSTALL NEW 100HPSTEAM BOUER|NANEW LOCATION WITHIN THE PLANT AND REMOVE OLD BOILER. INSTALL NEW GAS SERVICE TO NEW BOILER. INSTALL NEW STEAM PIPING TO CONNECT TO EXISTING STEAM Valuation of Work: $58,000.00 Type ofWork: REPLACEMENT Fuel type: GAS Fees Collected: $1,009.18 Electrical Service Provided by: PUGETSOUND ENERGY Water District: TUKVV|LA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: international Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: ized Signature: National Electrical Code: VVACities Electrical Code: VVAC296-468: VVAState Energy Code: 05 21 05 21 2017 2017 2017 2015 9 �� 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 orlocal laws regulating construction orthe performance ufwork. |amauthorized tosign and obtain this development permit and agree tothe conditions attached 0othis permit. Signature: Date: &- A -.V24 Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance,or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 2: Manufacturers installation instructions shall heavailable onthe job site atthe time ufinspection. 3: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms'toilet rooms, storage closets, surgical rooms. 4: All boilers and equipment shall bepermitted and inspected through Washington State L&|. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: 1206 438-9350 1800 MECHANICAL FINAL 0701 ROUGH'|NK4E[HAN|CAL CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. Project No. Date Application Accepted: 9-1/- / Date Application Expires: j- (For oce use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION Site Address: 1227 Andover Park East King Co Assessor's Tax No.: 3523049072 Suite Number: Floor: 1 Tenant Name: Shasta Beverage Inc New Tenant: 0 Yes IZI ..No PROPERTY 0 NER Name: Shasta Beverage Inc Address: 1227 Andover Park East City: Tukwila State: WA Zip: 98188 CONTACT PERSON - person receiving all project communication Name: David Kehle Address: 1916 Bonair Dr SW City: Seattle State: WA Zip: 98116 Phone: 206-433-8997 Fax: Email: dkeh e dkehlearch.com MECHANICAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of project (contractor's bid price): &C/D Describe the scope of work in detail: Install a new 100 HP steam boiler in a new locstion within the plant, remove old boiler, install new gas line service to new boiler, install new steam piping to connect to existing steam piping per plan. Use: Residential: New 0 Replacement 0 Conunercial: New Replacement VI Fuel Type: Electric El Gas VI Other: HAApplicationsWorins-Applications On Line \2016 Applications\ Mechanical Pemut Application Revised 1-4-16.docx Revised: January 2016 bh Page 1 of 2 Indicate type of mechanical work bein Unit Type Qty Furnace <100k btu Furnace > l 00k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfin II and the quantity belo Unit Type Qty Air handling unit >10,000 cfrn Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB$A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-10PM, Monday through Friday and 8AM-10PM, Saturday, Sunday and State -recognized holidays. A few sounds are exempt from the noise code, including: • Warning devices; - Construction and property maintenance during the daytime hours (7am-10pm); • Testing of backup generators during the day. PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN Signature: Date: 1\1\lel Print Name: David Kehle Day Telephone: 206433-8997 Mailing Address: 1916 Bonair Dr SW Seattle WA 98116 City State Zip H:1ApplicationsWorts-Applications On LineO016 Applic tions\Mechanical Perna Application Revise I.4-16.doca Revised: January 2016 bh Page 2 of 2 0 Cash Register Receipt Receipt Number R21426 City of Tukwila DESCRIPTIONS ACCOUNT PermitTRAK , QUANTITY 1 . PAID $2,752.30 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 i $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: 352 049072 $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 De;,+, -.A• kA/c.r4,,nscrinsi tct -)n-)r) ii-nsz Ann 1 nf Cash Register Receipt City of Tukwila DESCRIPTI ONS ACCOUNT I QUANTITY PAID PermitTRAK $2,752.30 PG19-0125 Address: 1227 ANDOVER PARK E Apn: 352304907 239.01 TECHNOLOGY FEE TECHNOLOGY FEE R000.322.900.04.00 0.00 $11.05 $11.05 TOTAL FEES PAID BY RECEIPT: R21426 $2,752.30 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 es') k cs ri=rvr•; rtirr v. a Q1')Ar) n Cash Register Receipt City of Tukwila Receipt Number R18546 . . DESCRIPTIONS ' ' ACCOUNT - QUANTITY PAID PermitTRAK $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 PLAN CHECK FEE 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 $3.68 MECHANICAL $122.55 PLAN CHECK FEE R000.322.102.00.00 0.00 $122.55 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 PLAN CHECK FEE 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 $25,75 PLUMBING $29.50 PLAN CHECK FEE R000.322.103.00,00 0.00 $29.50 TOTAL FEES PAID BY RECEIPT' R18546 . , . 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 5Y.STEM5 CO TUKWILA ETRAKIT 6200 S0UTn[ENTER 8LVD TVKWILA, W& 98188 206-433'1870 CITY OF TVKWILA Date: 09/11/20I9 0]:]5:56 PM CREDIT CARD SALE vz5A [Axo wuMesx: **********5811 K TnAN AMOUNT: $1,451.08 APPROVAL [o: 011832 nc[0no #: 000 CLERK ID: Bill Thank you! Customer Copy Permit Inspections City of Tukwila Permit Number: M19-0152 Description: SHASTA BEVERAGE, INC- BOILER Applied: 9/11/2019 Approved: 8/24/2020 Issued: 8/26/2020 Finaled: 10/20/2021 Status: FINALED Parent Permit: Parent Project: Details: Site Address: 1227 ANDOVER PARK E City, State Zip Code:TUKWILA, WA 98188 Applicant: SHASTA BEVERAGES, INC - BOILER Owner: NATIONAL BEVERAGE CORP Contractor: AFFIDAVIT - NEIL JOHNSON INSTALL NEW 100 HP STEAM BOLIER IN A NEW LOCATION WITHIN THE PLANT AND REMOVE OLD BOILER. INSTALL NEW GAS SERVICE TO NEW BOILER. INSTALL NEW STEAM PIPING TO CONNECT TO EXISTING STEAM PIPING. - SCHEDULED DATE DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS 5/6/2021 PM 7/12/2021 MECHANICAL FINAL Lee Sipe NOT APPROVED Lee Ranton 206-681-5198 Notes: Not ready 9/10/2021 AM 9/10/2021 FRAMING Lee Sipe NOT APPROVED Dan Attis 360-853-5265 Notes: 1. Framing requesting it RFI. detail A/5201 at headers and sills of louver openings for the strap connection length whether it is required on both sides of the wall?Address the piping going through the studs. Clarify the strap at the corner of the room the corner edge of the opening is next to the corner of the wall but the strap shows 6 foot in length. Clarification on stiffener and bracing at the louver opening at the header and sill plan shows stiffner need to clarify what stiffner is? 9/22/2021 AM 9/22/2021 FRAMING Lee Sipe APPROVED Dan 360-853-5265 Notes: Need Engineer stamped letter for strapping and reinforcing at levered opening and fire lines through studs. Approved from email note. 9/29/2021 AM 9/29/2021 ROUGH -IN MECHANICAL Lee Sipe APPROVED Dan 360-853-5265 Notes: 9/30/2021 AM 9/30/2021 J— FIRE SMOKE RESISTANT PEN Lee Sipe NOT APPROVED NOT READY Notes: Not ready. 10/12/2021 AM 10/12/2021 FIRE SMOKE — RESISTANT PEN Bill Centen PARTIAL APPROVAL Boiler Room Notes: Boiler Room - Fire -smoke penetrations are approved 10/13/2021 AM MECHANICAL FINAL Bill Centen 2532089287 Notes: Printed: Wednesday, 11 May, 2022 1 of 2 r4 SUPERION Permit Inspections City of Tukwila 10/15/2021 AM 10/15/2021 MECHANICAL FINAL KC Ellis NOT APPROVED 2532089287 Notes: Provide: 1. Fire Dept final insp sign -off 2, Electrical final insp sign -off, and 3. Dept of L&I Boiler insp sign -off. Call for reinspection 10/20/2021 AM 10/20/2021 FIRE SMOKE — RESISTANT PEN Lee Sipe APPROVED 678-943-0735 Notes: 10/20/2021 10/20/2021 MECHANICAL FINAL Lee Sipe APPROVED 2532089287 Notes: Printed: Wednesday, 11 May, 2022 2 of 2 -4,°•••• vk SUPERION e: Proj c t Name; �r�ce;t #: St/ZIP ineer: t contractor: Kev Features -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 range of 2.5"-14" w.c. -ASME-HLW Compliant -Designed and Built in the U.S. - 7 Color Touch Screen - access to usage IlECEI'! data, troubleshooting, and parts wear. CI 'Y OF TU3s4°VILA -Wi-Fi Connectivity Performance -Turndown Ratio of 25:1 per unit. -Cascade up to 4 units with common venting for a total of over 3000MBH and a 100:1 REVIEW FOR CODE COMPLIANCE APPROVED Flo AUG 2 4 2020 City of Tukwila BUILDING DIVISION SEP 11 2019 PERMIT CENTER N (GPM) Fuel Type: ary Option: licur Intelhihot IC1751, Gen II Submittal Data Natural Gas (vatic M$ Temperature Rise (AT) °F 40 35.4 50 28.4 60 23.6 70 20.3 80 17.7 t-uqo isz 90 15.8 100 14.2 Pressure Drop Clearances Rear .--- ■ pr InteUAihat Press Drop [psi] 12 11 10 9 8 7 5 4 3 2 1 0 0 t 5 10 15 20 25 30 35 40 45 50 Flow Rate (gpm] - Press Drop [psi] 70°F AT 80°FAT - 90°F LET 100°F AT Side Side Front Required Clearances Location From Combustibles From Non- Combustibles Service Clearance' Top 6" (15.2 cm) 2" (50.8 cm) 18" (46 cm) Back 5/8" (15.8 mm) 5/8" (15.8 mm) 24" (61 cm) Sides 1" (25.4 mm) 1/2" (12.7 mm) 24" (61 cm) Front 2" (5.1 cm) 2" (5.1 cm) 32" (81 cm) Bottom 0" (0 mm) 0" (0 mm) 0" (0 mm) ' Service clearances are suggested dimensions to allow for normal service of the unit. Venting Mir Intellihot Maximum Vent Length (ft.) Number of units vented together Venting Type Duct Size 6" 8,1 10" 121 " 1 pipe - PV 220 500 - - 2 pipe - DV 110 250 - 2 1 pipe - PV - 252 500 - 2 pipe - DV - 127 250 - 1 pipe - PV I - 120 360 500 2 pipe - DV 60 180 250 4 1 pipe - PV 1 - 70 212 500 2 pipe - DV , - 35 I 106 1 250 Note: Reduce the maximum equivalent length above by 5 feet per 90° elbow and by 2 feet per 45° elbow used. Do not exceed the above set limits. PV = Power vent, DV = direct vent MAKE UP AIR Ex: 2-Pipe Direct Vent Electrical Data Ex: 1-Pipe Power Vent Electrical power required for the water heater is 120V AC, 60 Hz. The circuit breaker shall be sized for a power consumption of 16A (FLA). Larger breakers can be used for multiple units. Please ensure correct polarity of wiring before powering up unit. • Dimensional Specifications 1951 H FRONT VIEW 53.1 ORK-UFT CHANNELS [1348] 50.7 [1289] 44,3 [1125] REMOVABLE SIDE PANEL 48.0 [1219] 50.6 11285] 59.7 [15171 5 .5 (1307] 15.0 [381] 4 .6 [1107] 1 9 [302] roost-, 410 !are e REMOVABLE REAR PANEL C OR PP EXHAUST 1-1/4" GAS INLET 4-5/8" OD FLANGE 2" WATER OUTLET 6" PVC OR PP AIR INTAKE FILTERED 72" WATER INLET 6" OD FLANGE " PVC CONDENSATE DRAIN 11.3 [286] 7.0 [178] 18.4 [467] REAR VIEW (FRONT) BOTTOM VIEW - 4.9 [126] 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 Inlet Connection Condensate Drain Connection Maximum Condensate Flow Rate (GPH) Dimensions H X W X D (Inches) Service Clearances Weight (Ibs) 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 Indoor/Outdoor, Floor Mounted, Condensing. Fully Modulating, On -demand Water Heater Preset for NG / LP convertible without additional parts 30,000 751.000 706.000 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), II B (CPVC), II C (Polypropylene), I (AL 29-4C SS) 6" 0 220 ft* 110ft* * Venting Note: From the maximum lengths above, deduct 5 ft. per 90° elbow and 2 ft. per 450 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 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 Heet Exchanger Listing Hot Water Capacity (45F Rise) Hot Water Capaclty (70F Rise) Hot Water Capacity (90F Rise) Hot Water Capacity (100F Rise) Hot Water Capacity (140F Rise) 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 31.5 20.3 15.8 14.2 10.1 Warranty (with recirculation, and unlimited thermal cycles) He, Exchanger Coil- 10 years, All Other Parts - 2 years, abor - none www.inteliihot.com Intellihot Inc. 2900 W. Main Street Galesburg, IL 61401 877.835.1705 sales@intellihot.com ■ tertek = Designed in the heartland. Built for the world." A B C D E F G H i•-- ' "(REAR / 106" TYR PRE CLEARANCE) • 12 7 46, (SNELL 1.0, ir EF. DOOR MING) 6 „ 0,,i• ' 5x0i. / II. ?1, r i .15A. ) IS .., 6 0 , 1 I , .*. . • mut, %11 _ , 5 STACK FLANGE DETAILS . a ..., d .r...• • ..1 • L . . - A ;saw. • _:. — 13 1+ REF. I .. UJ 11) 7 1 - ' ! i, i 4 .,,,,, Fr, c!, (n) - ,i) 4 ,--- N L 0 11 i i 0 4 0 ....,,, r - a . 4. c j. § '' • a. ' .711. Ill q a !, .• 11 0 4 • •'-'' 44, •, ' R • rt ...:,,a4 3 t IP! r . .• 3 • 111 11 11: mo ill =NC • , — ..— isi, 124 125 I.G.) 3* .. 14'REF. it,' pea BOILER CONNECTIONS QTY, BOILER CONNECTIONS QTY. BOILER RATINGS 4 2 A STEAM OUTLET: 2-112CP " LG Q LOW FIRE HOLD: 314" NPT NOMINAL BOILER HORSEPOWER: 100 HP 1 FICTIIY1111114 2 B LWCO (PRIMARY): 1" NPT 3 R STACK THERMOMETER: 112" NPT DESIGN PRESSURE: 150 PSIG STEAM C LWCO (AUX): NIA NIA 5 SIGHT PORT: 2" NPT 1 GROSS OUTPUT: 3,348 MBH 1 1001 C. I06t0 St. North, Cothumille, OK 7102r D LWCO (PROBE): 1" NPT 1 T CHEMICAL FEED: NIA NIA STEAM OUTPUT (FROM& 212.9: 3,450 LBSIHR REV By DATE CM DATE DESCRIPTION Plk PIO 'e4-0023 FAX Pa -VA, 000 E BOILER BLOWDOWN: 1-114" NPT 1 U FGR: NIA NIA RATED INPUT: 4,185 MBH NOTES — F SURFACE BLOVvD01619: 1-1/2"NPT 1 V EXTRA CONNECTION: NIA NIA BOILER DATA i OCIO, VIEV M5I LLC MS 14f PCHT 0 OU 'MS DIrAMOO Oa rO WOO, lDLS,Cm JP 1 4044 04 5 of DN.& 15 MEV ,0 PI, uwournou ca — G SAFETY VALVE 1: 1-114" NPT 1 W EXTRA CONNECTION: NIA NIA HEATING SURFACE (ASME): 500 FT"2 ONV. AO ,{014/4111 OMMO P,Cr ME CENL :4L/C. 'O 0 H SAFETY VALVE 2: NIA N/A X EXTRA CONNECTION: NIA NIA FURNACE VOLUME: 19,85 FT'3 fP OW CML, -^44,q OPOO40 OM rei CCA.M O, "'M Co MC L0550 0Mr[4,5 NM 1 5 FEONTHER J MAN/NAY: NIA NIA Y EXTRA CONNECTION: NIA NIA TURNAROUND VOLUME: N/A SPEO,SMON >7 1300 PESO 'At ,Sof 5tIl01 m0 ii,O5 Of nr1c. (WV toOM,OSS, LlC NO NA, ,5 DP/OM 4.4;:,.• M K HANDHOLE (SHELL): 3-1/2" X 4-112" 4 2 EXTRA CONNECTION: NIA N/A STEAMING VOLUME: 7.96 FTA3 ,44444.14, , .,,.,a, 41.m4. IWO ,;7,, meola, .00, Xon, K NM OL L NDHOLE (TS): NIA NIA AA EXTRA CONNECTION: NIA N/A STEAM RELEASE AREA 23.21 FT"2 ' ,W,,=•;:,!,,r;:', 01•0 , oXiMooO, Mo BCD Og 5 ,:,91,1`2",0`Z00° REP: WARE CL5ANQUT PORT: N/A NIA B EXTRA CONNECTION: NIA NIA WATER CAPACITY (FULL): 552 GAL @ 4,593 LBS a MAO '-'"" r*"': PROJECT: 100X HP STOCK BOILER N FEEDWATER: 1-114" NPT 1 C EXTRA CONNECTION: N/A N/A WATER CAPACITY (NM): 493 GAL @ 4,096 LES SCALE DRAWN BY DATE CHECKED BY DATE DRAWING NO. BOILER MODEL P AUXILIARYNENT: N/A N/A D EXTRA CONNECTION: N/A NIA SHIPPING WEIGHT: 7,750 LBS NTS MJM 3128117 MJM 3128117 VE013952 F3•DB-548C-100X. B ' A BC D E G H Address: City: Project: FC:AAP 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 1227 Andover Park E Tukwila, WA 98188 Shasta Beverages Inc. - Boiler Rm. Drawing No, M100 : 1. Rotated Boiler No. B-1 180 degrees. PEI Job#: A.1911026 Date: 01/28/2021 REVISIONNO. I RECEIVED CITY OF TUKWILA FEB 0 2 2021 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- 0 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 PEI Job#: A.191 1026 City: Tukwila, WA 98188 Date: 01/28/2021 Project: Shasta Beverages Inc. - Boiler Rm. Drawing No. M100 1. Rotated Boiler No. B-1 180 degrees. REVISION NO. FILE ilECEIVED CITY OF TUKWILA FEB 0 2 2021 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 r OR CODE COMPLIANCE APPROVED FEB 1 9 2021 City of Tukwila BUILDING DIVISION /< 03/19/22 Pim, GI( a Pkill davud kehle April 5, 2021 „,", SON NO. A, RECENED CITY OF TUKWILA City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Mr. Lee Sipe RE: Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Owner revision Louvers M19-0152 • " '"" PF-'n110' CFMTFR Dear Lee, When L and I reviewed the Boiler Room, they noted that we needed more combustion air into the room. Plump has engineered the ventilation and has determined the size of venting required in the wall from the plant and has looked at the plant and verified that the louvers will work adequately with plant air. They have revised their drawings accordingly (sheets S001, S101, and S201 as noted on the revision submittal form and their review comment letter. They have also determined that the overhead door, when left open, can provide sufficient combustion air until the louvres are installed. The overhead door is rated door with fusible links and will close in case of a fire. This will allow the boiler to be tested and run for the plant and the louvers will be installed as soon as the permit revision is approved. This will solve the L and I issue and when installed will allow you to sign off on the boiler. Sincerely, David Kehle 1916 Bonair Drive S.W. Seattle, WA 98116 ct a/SA (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com PIUMP ENMP 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 www.peica.com Kitt 0 STRUCTURAL REVISIONS (DELTA 4 FIELD REVISIONS) DRAWING NO. S001: 1. Updated epoxy on Substitutions table from Powers 'PE1000+' to Dewalt "AC100+ Gold'. DRAWING NO. S100: I. No revisions. DRAWING NO. S101: 1. Added support for louvers in metal stud wall and unistrut frame above the boiler. DRAWING NO. S200: 1. No revisions. DRAWING NO. S201: REVIEWED FOR CODE COMPLIANCE APPROVED MAY 05 2021 City of Tukwila BUILDING DIVISION ar the attachment of the unistrut frame above the boiler. RECEIVED CITY OF TUKWILA REVISION WO. PERMIT CENTER -1- n david kehle April 5, 2021 REVISIO City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Mr. Lee Sipe RE: Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Owner revision Louvers M19-0152 a RECEIVED CITY OF TUKWILA .7--) 7 e; PERMIT CENTER Dear Lee, When L and I reviewed the Boiler Room, they noted that we needed more combustion air into the room. Plump has engineered the ventilation and has determined the size of venting required in the wall from the plant and has looked at the plant and verified that the louvers will work adequately with plant air. They have revised their drawings accordingly (sheets S001, S101, and S201 as noted on the revision submittal form and their review comment letter. They have also determined that the overhead door, when left open, can provide sufficient combustion air until the louvres are installed. The overhead door is rated door with fusible links and will close in case of a fire. This will allow the boiler to be tested and run for the plant and the louvers will be installed as soon as the permit revision is approved. This will solve the L and I issue and when installed will allow you to sign off on the boiler. Sincerely, David Kehle 0/SA 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com City of Tukwila Department of Community Development 2/3/2020 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Permit Application No. M19-0152 SHASTA BEVERAGES, INC - BOILER 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. Sincerely, Elisa Villegas Permit Technician File No: M19-0152 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development April 21, 2020 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Correction Letter # 2 MECHANICAL Permit Application Number M19-0152 SHASTA BEVERAGES, INC - BOILER - 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. THE SAME CORRECTIONS AS THE FIRST TIME. NO CHANGE. 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 plumbing permit application. 3. Provide structural engineering for equipment and building support. 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. M19-0152 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Communi September 26, 2019 DAVID KEHLE 1916 BONA[R DR SW SEATTLE, WA 98116 Development RE: Correction Letter # 1 MECHANICAL Permit Application Number M19-0152 SHASTA BEVERAGES, INC - BOILER - 1227 ANDOVER PARK E Dear DAVID KEHLE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you ofcorrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - M DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. • 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 plumbing permit application. 3. Provide structural engineering for equipment and building support. 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. M19-0152 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 david kehle 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 0151 RECEIVED CITY OF TUKWILA SEP 11 2019 PERMIT CENTER 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com PLUMP ENGINEERING STRUCTURAL CALCULATIONS Client: Project: Shasta — Boiler Room Location: 1227 Andover Park E, Tukwila, WA 98188 Building Code: 2015 IBC Plump File No: S.1911026 By: O.J. Date: February 11, 2020 Revisions: Delta 4 — Field Revisions These calculations not valid unless signed and sealed in space above. Architectural Structural I Mechanical I Electrical I Plumbing 1 Civil I Survey 914 E. Katelia Avenue, Anaheim, CA 92805 1 P: (714) 385-1835 1 F: (714) 385-1834 Project Name: MTL STUD WALLS Model: Beam/Stud —1 Code: 2012 NASPEC [AISI S100-2012] 23.00 0 1 6.67 lb/ft Section : 600S162-33 (33 ksi) Single C Stud Maxo = 950.6 Ft -Lb Va = 638.1 Ib I = 1,79 in^4 Span Span Distortional Buckling Check Page 1 of 2 Date: 02/11/2020 Simpson Strong -Tie® CFS Designer IN 3.2.0.4 Du = (1) (J 54" GYP (2,) (c sf) (Cil t 611.0- fb Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Flexural and Deflection Check Deflection Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Ft -Lb Maxo Ft -Lb (In) Ft -Lb Ma(Brc) (in) Ratio 440.8 0.464 440.8 60,0 852.1 0.517 0.556 U497 Span K-phi Lm Brac Ma-d Mmax/ Ib-in/in in Ft -Lb Ma-d Span 0.00 276.0 788.8 0.559 Combined Bending and Web Crippling Reaction or Load Bearing Pa Pn Mmax Intr. Stiffeners Pt Load P(lb) (in) (Ib) (Ib) (Ft -Lb) Value Required? R2 76.7 --Shear NO Connection w/ clip-- R1 76.7 --Shear NO Connection w/ clip-- SIMPSON STRONG -TIE COMPANY INC, www.strongtie.com Project Name: MTLSTUD WALLS Model: Beam/SKud-1 Code: 2012NASPEC(AISIS100-2012) Page 2of2 Date: 0811/2020 Simpson Strong'Tie(DCFSDosigner"m3.2.UA Combined Bendinpand Shear Reaction or Vmmx Mmax Va y+M PtLoad (|b) (Ft -Lb) Factor VYVa MUma Intr. R1 767 O.O 1.00 0,12 0.00 012 R2 76.7 0.0 1.00 012 U8 012 Combined Bwndinnand Axial Load Details Au|m|Ld Bracing(in) Max K'phi LmBmming Allow Intr. Span (|b) NyLy HtL1 KUr (|h'|v8n) (in) |mud(|b) P/Pa Value Span 192.0/c\ 60.0 60.0 121 0.0 276.0 1636.8/c\ 012 O�88 Simpson Stronq-TnConnectors Connector Anchor Support Rx(lb) Ry(lb) Simpson Strong -Tie Connector Interaction Interaction 8OOT25O40(33)&Anchorage Designed byEngineer R1 70.67 192 800T125-33p3>&(2) 15T.3A^embed SST Simpson Strong -Tie Wall Stud Bridging Connectors Design Method =AIS|S IOO Bracing Design Length mumbe,vf SpankCandLevo, (in.) Braces Pn<|b.> Span 60 5 2946.4 LSuoH (Min)' DK(0.53) LSUBH (Max)' OK(0.48) 02.11 % NA 31.55% 31.94% SUBH MSUBM (Max), (Min)' OK (0,58) NoSoln MGUBH (Max)` NoSdo Notes, 1)Values in parentheses are stress ratios. 2> Bridging connectors are not designed for back-back,box, or built-up sections, 3)Rofomnoe wnmw.ntmnq0e,cnm for latest load data, important information, and general notes 4) CFS Designer will not select bridging connectors unless all flexural and axial bracing seftings are the same, 5) If the bracing length is larger than the span length, bridging connectors are not designed. oIMpunwSTnowo-T/s COMPANY INC. www.strongtio.com 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 DesignorTM 3,2.0.4 0 ft 10.5 ft 12 ft 14 ft Lateral Pressure to: Head/Sill Only Design Loads Wall Lateral Pressure : RO Lateral Pressure : Head/Sill Only 5 psf Lateral Element Forces multiplied by 1 for strength checks Lateral Forces multiplied by 0.7 for deflection determination Header: Gravity Load at Header: Box (lateral combined) 14 psf Brace SettirmS Flexural Distortional Bracing Axial KyLy Axial KtLt K-Phi(lb- Distortional Interconnection Component(s) Members(s) (in) (in) (in) in/In) LM(in) Spacing(in) Jamb Studs 600S162-54(50), Boxed None None None 0 None 12 in Vertical Header 600S162-54(50), Boxed Full N/A N/A 0 None N/A Lateral Header 6007150-54(50), Single Full NIA N/A 0 None N/A Summary Analysis Results Axial Max. Bottom Top or End Load Moment Max. Reaction Reaction Component(s) Members(s) (ib) (Ft -Lb) Shear(lb) (lb) (Ib) Jamb Studs 600$162-54(50), Boxed 1351,0 2415.0 247.5 431.3 247.5 Vertical Header 600S162-54(50), Boxed N/A 3601.5 1029.0 N/A 1029,0 Lateral Header 600T150-54(50), Single N/A 1378.1 393.8 N/A 393.8 Summary Design Results Deflection Bending +Axial Shear Web Design Component(s) Members(s) Span Parapet Interaction Interaction Stiffners OK Jamb Studs 600S162-54(50), L/362 L/0 0.98 0.48 NA Yes Boxed Vertical Header 600S162-54(50), L/223 NA 0.71 0.18 No Yes Boxed Lateral Header 600T150.54(50), Single L/350 NA 0.91 0.14 No Yes Simpson Strong -Tie® Connectors @ Jambs Connector Anchor SIMPSON STRONG -TIE COMPANY INC. www.strongtie,com Project Name: MTL STUD WALLS Model: Roll Up Door Support Code: 2012 NASPEC [AISI S100-2012] Page 2 of 2 Date: 02/11/2020 Simpson Strong -Tie® CFS DesignerTM 3.2.0.4 Support Rx(Ib) Ry(Ib) Simpson Strong -Tie® Connector Interaction Interaction R2 247.50 0.00 (2) SCW5.5(2) & Anchorage Designed by Engineer 12.44 % NA R1 431.25 1351.00 (2) FCB47.5 Max(12#12-14) & Anchorage Designed by 66.26 % NA Engineer * Reference catalog for connector and anchor requirement notes as well as screw placements requirement Simpson Strong -Tie® Wall Stud Bridging Connectors @ Jambs Bracing Design Length Number of LSUBH LSUBH SUBH SUBH MSUBH MSUBH Span/CantiLever (in.) Braces Pn(Ib.) (Min)' (Max)' (Min)' (Max)1 (Min)' (Max)' Span Span N/A N/A N/A N/A N/A N/A N/A N/A Notes: 1) Values in parentheses are stress ratios. 2) Bridging connectors are not designed for back-back,box, or built-up sections. 3) Reference www,strongtie.com 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. vi IC /0 Z. Cv c^e k 5C rs f)X # (q) 1 (47344 3/4 D(A-1 4, 792.6 4 (c() °KAI ,,,,Qed ce LI “revrs Writ x ?-trzip-it SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com Connectors for Cold-Forni SI PSON FCB Bypass Framing Fixed -Clip Connector This product is preferable to similar connectors because of afeasier installation, b) higher loads, c) lower installed cost, ; or a combination of these features. The FCB clip is an economical, high-performance fixed-clp 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 conforrn to desired load levels. Features: • Rated for tension, compression, shear and in -plane loads • Provides design llexiNi.ty with varying screw and anchorage patterns that achieve different load levels • Strategically placed stiffeners, embossments and anchor holes maxi-nize connector performance Material: 54 mil (10ga.) Finish: Galvanized (G90) Installation: • Use the specified type and number of anchors. • Use the specified number of #12 self-drLng screws to CFS framing. Note that #10 self -drilling screws can be used per the load talo!es given on strongtie.com. Codes: See p. 11 for Code Reference Key Chart Ordering Information: FCB43.5-R25, FCB45.5-1425, FCB47.5-R25, FCB49.5-R25, and FCB411.5-R25 contain: • Box of 25 connectors (screws not included) Typical FCB Installation at Bypass Framing F4 Typical FCB Installation for Roof Rafters FC FCB45. Typical FCB Installation at Sprandrel Studs and Kickers Typical FCB Installation at the Base of a 6" Jamb Stud 63 Conn to tor Co!d-Formod Steel Construction SIMPSON FCB Bypass Framing Fixed -Clip Connector FCB Allowable Connector Loads (lb.) Model No. Connector Material L Thickness , (in.) mil (ga} Min./ Max. Min FC543.5 54 (16) i 3112 FCB45.5 FCB47 5 FC849.5 PCB411 5 No. of #12-14 Self-Drillin Screws' 33 mil (20 ga.) Stud Thickness 43 mil (18 ga.) Fi" F22 ! F32 , F42 4-- 1 755 755 755 Max. 6 205 1,100 1,130 1 130 Min 1 4 54(16) 5K Max. 9 . . Min 4 54 (16) 71'2. 54 (16) 9 54(16) 11K Max 12 Min. Max. • ?An ; Max 755 755 .1,100 1,260 1180 755 755 220 205 : 1,100 1.260 705 F22 FY F42 205 1105 975 1120 265 ▪ 1105 1260 1,455 180 ! 1,105 975 945 210 1 1,105 1,260 1,485 1 135 1.105 945 330 265 1,105 1 260 1,050 4 90 755 755 1 170 12 205 1100 1,260 i 750 4 90 755 755 140 12 205 1,100 1,260 ! 795 110 • 1,105 945 255 265 1 1,105 1,260 1,115 1 0o-)110-1N1 Code 54 mil (16 gal Ref. Ft" F22 F22 345 1,250 975 1490 345 1,250 1,735 I 1,910 I 345 .; 1.105 975 ; 1,325 345 1,105 1,735 1.925 260 1,105 945 s 365 IBC, FL, 345 1,105 1 735 1,445 LA 110 1,105 945 365 345 1,105 1,735 1,200 90 1 L105 920 205 90 1,105 920 i 365 265 ! 1,105 1260 860 345 . 1,105 1.735 ! 860 1. Mn. fastener quantity and bad values -11l all round holes; max. fastener quantity and load valim all round a -id triangular Wes. Ar.owahle loads are based on dip capacity only and do not consider anchorage. The capacity of the connection system wrt be the minimum of the tabubted va'ue and the allowable load from the FCB Allowable Anchorage Loads table on p. 65. 3. Anchorage to the supporting tructure usIng weds or a minimum of (2) 412-24 saq-drifting screws is required. 4. Tabdated F1 ads are based on assembly tests with the load through the centertne of stud. Tested taro rmdes were due to screw pcPoutt therefore compare F t against Fp calculated per ASCE 7-10 Chapter 13 with ap = 1.25 and Rp = 1 O. FCB Installation with Min. Fasteners FCB Installation with Max. Fasteners 64 Connectors for Cold -Formed Steel Construction SIMPSON FCB Bypass Framing Fixed -Clip Connector FCB Allowable Anchorage Loads Anchorage Type 412-24 self -dril g screws Simpson Strong -Tie' X and XL Metal screws smpson strong -vie 0.157" x %" power -actuated fasteners PDPAT-62KP Simpson Strong -Le 0 157" x 4 " power -actuated fasteners PDPAT-62KP &mown Strong -Tie Y" x 13" Titen" 2 TTN25134H d E70XX electrodes Minimum Base Material Nu. of Anchors A36 steel 3 die" thick 4 Allowable Load (Ib.) F2 and F3 FCB43.5 T-FCB45.5 Minim/Max.! Min./Max. 1.115 625 ' 410 a 1,645 690 , 450 2.230 ! 1,255 ▪ 820 2 A36 steel 3 Vic" thick 4 A572 or _2 A992 steel 3 1e" thick 4 Concrete Cc. 2,500 psi A36 steel -Y,s" thick 2 3 4 Hard side: 2" Free side: 1 F4 FCB47.5 ; FC849.5 ▪ FCB411.5 Min. I Max Min. I Max. , Min. Max. 255 445 185 265 • 120 190 280 490 } 200 295 t 135 ' 210 365 890 • 355 t 535 275 380 390 : 410 265 + 165 7 290 r 120 i 175 ▪ 75 r 125 715 465 305 t 190 330 i 135 * 195 + 85 ▪ 140 970 ( 840 550 } 340 595 + 245 • 355 * 145 255 585 410 265 165 290 120 f75 75 125 800 465 305 190 330 135 195 85 140 _ r 1,170 840 550 340 595 245 r 355 t 145 255 380- + 415 1 315 525 470--1-- 470 675 645 630 1 195 315 140 -r 205 r 140 -- 150 f —,-- + - -+- , - -- 4- 290 : 4 0 210 -1-305 210 ' 225 390 630 280 ' 410 280 l 300 1.735 1,910 1,925 365 1,445 365 1,200 365 860 1 • Min fastener quantity and bad values - M all round holes, max. fastener quantity and ;oad values fi a, road and tr,ang, ar I l-e,• 2. For additicnar important information, see General Information and Notes on p. 22. 3. Allowable loaciv are for etp anchorage onhy The capacity of the c nnection system w be the minim .m of the tabu:ated allowable anchorage loads the allowaba bad from the FCB .A" owable Connector Lcknd ta_t 'e on p. 64. 4. A3 wrbte loads for a t2-24 sel-dr.,"rg screws and PDPAT powder- actuated fasteners are based on 'nstai.ation in m r;murn ',4,'-tr:ck stnrcctural steel wth r- y - 36 ksr. PDPAT values are a:so provided for A572 stoet. VeLes "sted above maybe useJ ,uncle ether 1' .cknasses o' steel are encountered or other manufacturers are used, provided that the fastenet. has equal or better tested vaL es (see p. 22' ft s the responsib':ty of the dcw rev to select the proper 1eng:r tattenety, bassj on the stee 5. For screw fastener :nsta,".aticn into steel backed by concrete. pred•irng of both the steel and the correte is suggested For prednfing use a rrax:rna n ?',a' -diameter drill bit Self -drilling screws shown. Other fasteners similar. min. for steel, 11 1" min. at concrete (tYP) Two Anchors Four Anchors 4" min. for steel, 5" min. at concrete (tY11) 1 T✓ 1 Three Anchors o is- 2" Free side of clip Hard side of clip Weld id Connectors FCB Anchor Layout F b(L REFS Jog ONLY 65 Connectors for id -Formed Steel Construction SIMPSON Rigid Connectors FCB Su oplemental Information The following FCB supplemental information is given to help designers with value -engineered solutions for our FCB connectors. Loads are given on our website for fastener patterns other than our standard "min." (fill all round holes) and "max." tfi:1 all round and triangle holes). In addition, the tables on the website give LRFD loads and loads for #10 screws as wet as #12 screws. Please visit strongtie.com/c1s and reference FCB clip. Table 1: FCB Screw Patterns Pattern "Min." Pattern "Max." FCB43.5 For load capacities for patterns 1 through 10, refer to FCB clip on strongtie.com. Pattern "Min." Pattem 1 Pattern 2 Pattem "Max." FCB45.5 ASO t't L _ FCB47.5 FCB49.5 Pattem "Min." Pattern 3 Pattern 4 Pattem 5 Pattern 6 Pattern "Max." -.,j1) 41:1, L0.,, 4,04 4 ' 9 Q--9-v--- Pattern "Min." III • ,•.14 • Pattern 7 Pattem 8 .1 .04°4 Patte 40444 Pattern 10 Pattem "Max." FCB411.5 Pattern "Min.' Pattern 11 Pattern 12 .4° Pattem 13 104" Pattern 14 Pattern "Max." C-C2Q2O 2020 S NIPSON STRONG -TIE GO 66 For? g A.)6e- orti C.- n Connectors j Connectors for Gold -Formed Steel Consiniction SCW Head -of -Wall Slide -Clip Connector The SCW connectors offer 14 of upward and 1of 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-Equar 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 XLSH3451414 #14 shouldered screws SCW5.5-KT contains: • Box of 25 cornectors • 83 XLSH3481414 #14 shouldered screws Note: Replacement #14 shouldered screws for SCW connectors are XLS1-13461414-19P83. SCW Allowable Connector Loads Connector w No. of #14 Shouldered 33 mil Model Material No. Thickness (in.) screws (20 ga.) mil (ga.) F4 SCW3.25 54 (16) 3 Ya 2 455 2' SCW5.5 • 54 (16) ! 514 1. When the SCW5.5 connector is used with two shouldered screws, install SCAMS in the oviermost slots. 2, Allowable loads are based on ci.ps fristated with al holes in the anchor leg filled with #12-14 screws. For other anchorage instalations, the capacity of the connection system W.1 be the minimum of the tabdated value and the allowable load from the SCAN Allowable Anchorage Loads table on p 45, Stud Thickness 43 mil (18 ga.) 54 mil (16 9a.) F4 755 Code Ref. 1' clear to structure Install shouldered — screws adjacent to No -Equal stamp (typ ), SCW5.5 Installation with TWo Shouldered Screws (three shou!dered screws and SCW3.25 strnean 630 IBC, FL LA Do not attach studs to track SIMPSON triY.0144_ XLSH34B1414 #14 Shouldered Screw for Attachment to Stud Framing (included) Typical SCW Installation with Stud Strut 44 Typical SCW Installation at Stud Foe e ot\ct--y Connectors for Cokt-Fo SIMPSON SCW Head -of -Wall Slide -Clip Connector SCW Allowable Anchorage Loads (lb.) Model No. SCW3.25 Anchorage Type 012-24 self -drilling screws Simpson Strong -Tie 0.157" x 4" powder -actuated fasteners PDPAT-62KP Simpson Stang -lie 1/4" x 13/4" Titen" 2' it12-24 self-drilEng screws Simpson' Strong -Tie SCW5,5 0.157" x %" powder -actuated fasteners PDPAT-62KP . _ Simpson Strong -Tie 1/4" x a/i" T6n 2' Minimum Base Material A36 steel Vt6" thick A36 steel 3is" thick Concrete = 2,500 psi A36 steel Vre" thick A36 steel 44s" thick Concrete = 2,500 psi t . For additional important information, see General Information and Notes on p. 22. 2 Avowable loads are for dp anchorage only. The opacity of the connection system wi] be the rrinimum of the tabulated vak.te and the allowable load from the SCW ArowabW. Connector Loads table on p. 44. 3. Tabulated values require a nniinum I W end distance fa- masonry screws in conaete. 4. See Fastening Systems catalog (C-F-2019) on strongtio.00rn for more information on Srmpson Strong-Th fasteners. 1/2" min. (typ.) 4' mtn. (typ.)/ Track not shown for clarity (typ.). Self -drilling screws shown; other fasteners similar. Two Anchors Two Anchors SCW3.25 Anchor Layout SCW5.5 Anchor Layout No. of Anchors 2 3 2 3 2 3 2 4 2 4 2 4 Three Anchors Four Anchors Allowable Load F4 715 1,075 745 1,120 325 400 775 1,550 745 1,490 325 880 ,i3s1140k.D Deflection Co Foi/Ft ptfute. orti t, (-/ 45 Y Plump Engineering, Inc. ©J Shasta - Boiler Room Sept 25, 2020 at 11:15 AM S.1911026 S.1911026 Soffit.r3d z Plump Engineering, Inc. ©J Shasta - Boiler Room Sept 25, 2020 at 11:15 AM S.1911026 S.1911026 Soffit.r3d Plump Engineering, Inc. Sept 25, 2020 at 11:16 AM 0 Shasta - Boiler Room 11026 S.1911026 Soffit.r3d -4 yes Loads: BLC 1, DL too, 1.1.17 tz Plump Engineering, Inc. OJ S.1911026 Shasta - Boiler Room Sept 25, 2020 at 11:20 AM S.1911026 Soffil.r3d x 2SF Loads: BLC 2, WLZ _ /qo# Plump Engineering, Inc. Sept 25, 2020 at 11:16 AM of S.1911026 Shasta - Boiler Room S.1911026 Soffit.r3d Company Plump Engineering, Inc. Designer O4 11:23AM Job Number S1911026 Checked By: GMP Model Name : Shasta - Boiler Room Model Settinqs Display Sections for Member Cabm 3 Max Internal Sections for Member CaIcs 99 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (in^2) 144 Merge Tolerance (in) .12 P-Da|taAnalysis Tolerance O 5O96 Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? No Max Iterations for Wall Stiffness 3 Gravity Acceleration (in/seCA2) 386.4 Wall Mesh Size (in) 12 Bgenoo|utionConvergence To|.(1.E-) 4 Vmd|oa| Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated ' Dynamic Solver Accelerated Solver Hot Rolled Steel Code NSC 14th(360-10): ASQ Adjust Stiffness? Yes(Iterative) R|GAConnantionCoda A|SC14th(380-1D):ASD Cold Formed Steel Code A|G|S10O-12: AGO Wood Code AVVCNDS'15:AGD Wood Temperature <1OUF Concrete Code AC|318'14 Masonry Code AC|53O-13:AGD Aluminum e AAADM 1-10: ASD - Building Stainless Steel Code /\|SC14th(3OO-1D):ASD Adjust Stiffness? Yes(Iterative) Number ofShear Regions 4 Region Spacing |noremant(in) 4 Biaxial Column Method Exact Integration PmnnoBeta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? No Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diann. Spacing? No Concrete RabarSet REBAR SET A8TK8A615 Min 96 Steel for Column 1 K8oxY6 Steel for Column 8 RISA-3DVersion 17.O.2 [J:\R|8A-3D\2019\S1911026 Soffit.r3d] Page Company : Plump Engineering, Inc. Sept 25, 2020 Designer : OJ 1123 AM 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 Si 0 TL (sec) Not Entered Risk Cat I or II Drift Cat Other Om Z 1 Om X 1 Cd Z 1 Cd X 1 Rho Z 1 Rho X 1 Footing Overturning Safety Factor 1.5 Optimize for OTM/Sliding No Check Concrete Bearing Yes Footing Concrete Weight (k/ft^3) .145 Footing Concrete fc (ksi) Footing Concrete Ec (ksi) 4000 Lambda 1 Footing Steel fy (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 Bottom Bar Cover (in) 3.5 Pedestal Bar #6 Pedestal Bar Cover (in) 1.5 Pedestal Ties #3 Basic Load Cases 1 BLC Description DL Cat -gory )( a„. Y Gra„.,Z Grav„. Joint Point Distrito,, Area(Memb.. Surface(P.„ DL -1 6 2 WLZ WLZ 2 Joint Loads and Enforced Displacements (BLC 2 WLZ) 1 Joint Label N7 D M L Direction z Magnitude[(lb lb-ft) On rad) (1b*s^2/in. lb*s^2*in 190 N14 248 RISA-3D Version 17.0.2 [JARISA-3D12019\S.1911026 Soffit.r3d] Page 2 Company Plump Engineering, Inc. Designer OJ Job Number S1911028 Model Name : Shasta ' Boiler Room 11:23 AM Checked By: GMP Member Distributed Loads /BLCƒ: D8> MaonitudeDb/ft.F.k EndMaonhudoDb/ft.F.ksO Start Luuohunfi-End LuxadonUn- 1 -M Y -4.5 '4.5 O O 2 M3 Y -4.5 4.5 O O 3 K01 Y 45 45 O D 4 K85 Y -4.5 ~4.5 U D 5 N18 Y -4.5 ~4.5 O O 0 K87 Y -4.5 -4.5 O 0 Load Combinations 1 2 3 Description Solve PD.. SIR... BILC Fa... BILC Fac.. BLC Factor BLC Factor B... Fact..B... Fact..B ... .. .. ... ... ... B. F... DL Yes OL+VVLZ Yes DL - WLZ Yes Y Y DL DL DL 1 1 1 WLZ WLZ 1 -1 Envelope AISI SIOO-12: ASD Cold Formed Steel Code Checks 1 W11 382S162-33 .000 45 2 OOO D y 32OO5 .... 51TT... VO217SOO599 1 .8 .8 C51-. 2 M2 382S16�-33 .307 5�51 2 18G O y 2 36O5- 5177'' 15O�1 �� U91�8 �� 5� �- 3 KA3 382S182-33 ]04 37,316i .012 53 V 22409 .... 51T7 .-147.9144311231138 .6 1 C5�1- 4 M4 3638162-33 150 ?6.6563 .001 40.6 .'y 3zeo1 ... 517r- 150.314208741.136 ]5 1 C5.2.... 5 W15 382S162'33 .008 45 2 .UOO O y 32885 .... 51r7 .- 90.217500598 1 .6 .8 CI1-. 0 M6 362S162-33 _ .359 5.05 2 .242 O y 235G7 .... 517l... 150.31441.9131.531 .6 ,8 C52.... 7 N17 362S162'33 .129 37.3162 .012 63 y J 24O9.... S177.... 91 .2471136 .O 1 C52-. Envelope Member Section Forces Member Sec Axialflbl LC vShearrlW LC z8hearflbl LC Toraoefl' LC v-v Mo... LC z-z Momen0b- 1 yW1 1 ma«-11.888 3 D 3 D 3 O 3 O 3 O 3 2 miA-11.917 2 O 1 V 1 O 1 O 1 O 1 3 2 mo»-22.009 3 U 3 O 3 D 3 O 3 O 3 4 min-22.O2O 2 O 1 O 1 O 1 O 1 O 1 5 3 ma«'32.118 3 U 3 O 3 O 3 O 3 U 3 f5 nnin-32135 2 O 1 U 1 U 1 0 1 O 1 7 M2 1 ma:41.895 2 189,977 2 O 3 D 3 D 3 O 3 O n`|n-11.913 3 -189.976 3 8 1 O 1 O 1 O 1 9 2 max 332.473 2 23.747 3 O 3 0 3 0 3 44.528 3 10 min -379.987 3 -23.747 2 D 1 O 1 0 1 -44.526 2 3 max 322.884 2 23747 3 O 3 O 3 D 3 U 3 _11 12 nnin'390.1UO 3 '23.747 2 D 1 O 1 D 1 O 1 13 K83 1 m»« .007 3 11917 2 O 3 O 3 O 3 U 3 14 min -.007 2 11M8 3 O 1 0 1 O 1 O 1 15 2 max .007 3 .011 2 O 3 O 3 O 3 -13.131 3 18 min `007 2 -.007 3 O 1 O 1 U 1 '13.17 2 17 3 max 1 � 8988� 2 '11�8S 3 O 3 O 3 U 3 � U 3 18 nnin-18g.g9S 3 -11.831 3 O 1 D 1 O 1 O 1 19 yW4 1 ma: 413.917 3 .892 3 O 3 O 3 U 3 O 3 20 nnin'41O.935 2 .892 1 O 1 0 1 O 1 O 1 21 2 max 415.403 3 0 3 O 3 D 3 O 3 `866 3 22 nnin'415.448 2 D 1 O 1 O 1 O 1 `886 1 23 3 max 418.809 3 -.892 3 O 3 O 3 O 3 O 3 24 min-413.VG3 2 -.892 1 O 1 O 1 U 1 O 1 25 M5 1 mo«'11.808 3 0 3 0 3 0 3 0 3 0 3 Company Plump Engineering, Inc. Designer DJ Job Number S,1911026 Model Name : Shasta ' Boiler Room 11:23 AM Checked By: GMP Envelope Member Section Forces(Continued) |b\ LC vOhemrfIb| LC z3hearf1* LC TomuoD' LC v' _LCz-z Momentflb-# L 26 mhn-11.321 2 0 1 0 1 U 1 D 1 Q 1 27 2 me«-22'UU7 3 O 3 0 3 U 3 O 3 U 3 28 min '22.03 2 O 1 O O O O 1 29 3 max '32,11G 3 O 3 0 0 U O 3 30 min-32.139 2 O 1 0 D O O 1 31 M8 1 max 41�8S1 2 247.809 2 D U D O 3 32 min -11.914 3 '247.969 3 D O O O 1 33 2 max 441.208 2 30.898 3 D O O 58.118 3 34 min '488753 3 -30.896 2 O 0 O -58.118 35 MMM 431.099 M 30.996 M U O Q U 36 min-4VoV0Z 'M996 2 0 O 1 O 1 O 1 37 [W7Imax max .009 11.921 O O 3 U 3 Q 3 38 min -.00S 11.898 D O 1 O 1 O 1 39 max .009 '015 O O 3 O 3 -13.128 3 40 min `OO9 -.008 0 O 1 Q 1 '13.179 2 41 max 2a7�991 '11,887 O U 3 O 3 U 42 min'247.S91 -11.941 O O 1 O 1 0 43 K88 540.710 ��@ .882 O 0 3 O 3 O 44 min-�43JO5 2 .882 0 U O O 45 Emax min'542278 Su22O2 3 O �0�� 0 ��N� O �� O H '.80O 46 2 O 1 0 1 O 1 O 1 -.866 1 47 3 max 543688 3 '.892 3 O 3 O 3 U 3 0 3 48 min'54D.793 2 `892 1 O 1 U 1 O 1 O 1 Joint Reactions Joint Label x[lb Y IV 1 1 N1 0 32125 U O O O 2 1 N3 O 33.857 O O 8 O 3 1 N2 0 O O D O O 4 1 N6 D 1.733 O O 0 D 5 N8 O 32125 O 8 O O 8 N9 O O O O O O 7 1 N10 O 33,857 D 0 0 O� 8 1 N13 O 1783 D O O {J S 1 1 Totals: O 135.429 O 10 1 COG (in): X: 30 Y: '30284 Z: 27.242 11 2 N1 O 32,135 `007 D O O 12 N3 O -322'354 23.811 O O O 13 N2 O 0 O O 0 D 14 NG O 357.943 -213.804 O 0 0 15 2 N8 O 32,139 `008 D O O 18 2 NS U U O O U D 17 2 N10 8 ~431.009 31188 0 O O� 18 2 N13 D 468.874 '279.898 O D O 19 2 Totals: O 135,429 438 20 2 COG (in): hL3O Y:'3O.284 Z:27.242 21 3 N1 D 32118 .007 O U _ 0 22 3 N3 D 390.106 '23.889 O D O 23 3 N2 O O O O 0 O 24 3 NO O -354.509 213.862 U 0 O 5 N8 D 32. 8 .00g U D 28 N8 O O O 0 O _O___ O 27 N10 O 498,862 '3O8SG U O D 28 N13 j O -483.263 278.857 0 O O 28 Totals: O 135.428 438 R|SA'3DVersion 17.0.2 [JAR|8A'3D\2019\3.1811028 Soffit.r3d] Company Plump Engineering, Inc. Designer OJ Job Number S1911026 61Lin- Model Name : Shasta - Boiler Room 11:23 AM Checked By: GMP Joint Reactions (Continued) LCJoint Label X[1bl Y f1b | \ 30 8 COG (in): X:3O Y: -3O.%84 Envelope Joint Reactions lb-ftl LC my rIb-f LC 1 -- N1 max — O 3 32135 2 .007 3 O 3 U 3 0 3 2 min O 1 32110 O `007 2 O 1 D 1� O 1 3 N3 max O 3 390.106 3 23.811 2 O 3 O 3 O 3 4 min O 1 -322,364 2 -23.888 3 O 1 0 1 U 1 5 N2 max O 3 O 3 O 3 O 3 O 3 O 3 O min O 1 O 1 �O 1 O 1 O 1 O 1 7 NG max 0 3 357.843 2 211602 3 U 3 O 3 O 3 8 min O 1 '354.509 3 -213.804 2 O 1 O 1 O 1 8 N8 max 0 3 32.189 2 .008 3 D 3 O 3 0 3 10 min 0 1 32.116 3 `009 2 O 1 D 1 O 1 11 N9 max O 3 0 3 O 8 O 3 U 3 O 3 12 min O 1 O 1 8 1 O 1 O 1 0 1 13 N10 max 0 3 498.862 3 31A08 2 8 3 O 3 O O 14 min O 1 -431.099 3 -30.066 3 D 1 U 1 O 1 15 N13 max O 3 466,674 2 278.857 3 O 3 0 3 O 3 16 min U 1 -463.263 3 -279.098 2 U 1 O 1 O 1 17 Totals: max O 3 135,429 3 438 3 18 min O 1 135.428 1 -438 2 @ /y°�' �. �f / /C7— Al [0 `V»,, ox '; CID d/M5 9�(�� (.C� ��^~S r' � ,�^'S �� niq' J �� -��'~�� r/ �qhr FUSA-31DVenaion 17.0.2 UAR|8A'3D\2D18\S1911028 Goffbr3d| nc 1111114 IRC 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, 2017 LABCILACBC F. = 1.00 RISK II F, 1.50 I. 1.00 Ss 1.43 TANK - SADDLE SUPPORTED Si = 0.53 R = 3.0 Sms = 1.43 C = 0.02 Smi = 0.80 x = 0.75 Sas= 0.95 T = 0.07 sec Sal = 0.53 no = 2.00 Cs (Km) SDAT(R/10) 2--' 2.55 W ASCE 7-10 EQ. 12.8-3 Cs = SDS/(Rile) = 0.32 W ASCE 7-10 EQ. 12.8-2 Cs (MINI 0.044 Susie 0.04 W ASCE 7-10 EQ. 12.8-5 Cs WIN = 0.5 Sii(Rire) 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 VVIDTH = 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 dANCHORS = 2.56 ft WT. TOTAL = 12.35 k OVERTURNING ANALYSIS LATERAL = 3.93 k MOVERTURNING 14.95 k-ft MRESISTING = 11.78 k-ft MOVERTURNING = 3.17 k-ft TENSION = 1.24 k NO. RESISTING = 2 ANCHORS TENSION x Do = 1.24 k PER ANCHOR SHEAR = 3.93 NO. RESISTING = 4 ANCHORS SHEAR x no = 1.96 k PER ANCHOR A D F G )4 STACK FLANGE DETAILS BOILER CONNECTIONS QTY. BOILER CONNECTIONS QTY. BOILER RATINGS 4 07o1 f 124ik 5 !i4!!!, COIN. (I}; 741i,e1 Pff :Th ::1 A STEAM OUTLET: 2-1/2" CPLG 1 Q LOW FIRE HOLD: 314NPT 1 NOMINAL BOILER HORSEPOWER: 100 HP B LWCO (PRIMARY): 1' NPT 3 R STACK THERMOMETER: 112" NPT 1 DESIGN PRESSURE 150 PSIG STEAMFICIPIYINEIN C RICO (AUX), N/A N/A S SIGHT PORT: 2' NPT 1 GROSS OUTPUT: 3348, D LVIICO (PROBEY 1' NPT 1 T CHEMICALC/IEMICALFEEO: NIA NIA STEAM OUTPUT (FRO 21 ): 3,454LSSiHR R OAT tw DESCRIPTIGN E BOILER BLOWDOWN: 1-114" NPT 1 U FGR: NIA NIA RATED INPUT: 4185 MBH TEs F SURFACE BLOWDOWN: 1-112' NPT 1 V EXTRA CONNECTION: NIA NIA BOILER DATA :.,j,.:, ,, '' ,:.''.' ,, "' ' ,:'''':::':1 1 % 3 SAFETY VALVE 1: 1-1/4" NPT 7 W EXTRACONNECTIOM: N1A NIA HEATING SURFACE (ASME): 500 FT"2 -I SAFETY VALVE 2. N/A NIA X EXTRA CONNECTION; NIA N/A FURNACE VOLUME. 19.85 FT^3 1 MANWAY: N/A NIA Y EXTRA CONNECTION: NIA NIA TURNAROUND VOLUME: A ( HANDHOLE (SHELL) 3-1/2" X 4-112' 4 Z EXTRA CONNECTION: N/A NIA STEAMING VOLUME : 796 FT3 . HANDHOLE (TS): NIA NIA M EXTRACONNECTION: NIA NA STEAM RELEASE AREA: 2321 rrA2 REP: WARE CLE UT ORT: NIA NIA BB EXTRA CONNECTION: N/A NIA WATER CAPACITY (FULL): 552 GAL @ 4,593 LBS PROJECT; 100X HP STOCK BOILER 1 FEEDWATER: 1-1/4" NPT 1 CC EXTRA CONNECTION: N/A N/A WATER CAPACITY (NWL): 493 GAL @ 4,096 LBS SCALE DRAWN BY DATE CHECKED BY DATE DRAWING NO, BOILER MODEL ) AUXILIARYNENT: NiA NIA DD EXTRA CONNECTION: NIA NiA SHIPPING WEIGHT: 7,750 LBS NTS MJM 3/28i-17 MJM 3128/17 VE0 13952 F3-DB-548C-100M150-SB SIMPSON ky(1)111Alt ' kr, 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 BB/B8M (304/316SS) Diameter (inch): 0.500 Effective Embedment depth, NI (inch): 4.000 Code report: ICC-ES ESR-4057 Anchor category: - Anchor ductility: Yes (inch): 5.25 (inch): 9.16 C,niri (inch): 1.75 Sroiri (inch): 2.50 Company: Plump Engineering, Inc. Date: 2/11/2020 Engineer: AF Page: 1/5 Project: Shasta Beverages - Tukwila, WA Address: 914 E. Katella 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 41,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 Anchor Designer TM if; Software c...),J7,ut-T.'-.1j Version 2.8.7094 0 — Load and Geometry Load fa: -.tor 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 Do factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No Strength level loads: [lb]: 1240 V.a. [lb]: 1960 Vuay [Ib]: 0 M.. [ft-lb]: 0 M.y [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 i240 Ib 6-J(01) 5bilev O\J-ev$1,c ove Inami-cv f7r-e-61 d 0 ft-lb 0 lb Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-7,e Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925,847.3871 www.strongtie.com SIMPSON Anchor Designer TM •rr'•;) Software Version 2.8.7094.0 <Figure 2> 3.00 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: 925.8473871 www.strongtie.com SIMPSON Anchor Designer TM Software Version 2.8,7094.0 3 Resulting Anchor Forces Anchor Tension load, (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: 714-385-1835 E-mail: AFlores@peica,com Shear load x, V.‘ (Ib) Shear load y, Vb.y (Ib) Shear load combined, (lb) 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'Nx (inch): 0,00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'vx (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 4. Steel Strength of Anchor in Tension (Sec. 17.4.1) Nsa (Ib) 0 0/Vsb (Ib) 8095 0,75 6071 5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2) Nb = kcAbV rchefi 5 (Eq. 17.4.2.2a) kc 2a f'c (psi) her (in) Nb (Ib) 17.0 1.00 2500 4.000 6800 0,750Nbb = 0.750 (AN/A A I `I/ , Nc Nct: ,, ec 1,N '1". Np.NNb (Sec. 17.3.1 & Eq. 17.4.2.1a) AN (in2) &co (in2 cb,bbm (in) nth, Vic,N Y'cp,N <Figure 3> Nb (Ib) 1960.0 0 0.750Nbb (Ib) 144.00 144.00 1,000 1.00 1.000 6800 0.65 3315 6. Adhesive Strength of Anchor in Tension (Sec, 17.4.5) rk,c, = rk,crfshorwermKsal (f'cl 2,500)'amsefs rk,cr (psi) foam -worn Ksat aN sem fc (psi) n rh,cr (psi) 1402 1.00 1,00 0.90 2500 0.24 1262 Nbe = A orbilrchihbr(Eq. 17,4.5.2) A 0 rbx (psi) da (in) her (in) Nba (Ib) 1,00 1262 0,50 4,000 7928 ,..Na , -N80 , . acl,Na cp.Ne WI 0.750N. = 0.750 rai /Ai )ip i, N (Sec. 17.3.1 & Eq. 17.4.5.1a) AN. (in2) ANeO (in2) true (in) (in) Yied,Na Yjp,Ne cii,xxim 205.45 205.45 7.17 - 1,000 1,000 ONsusi = 0.550Nbe (Eq. 17,3.1.2) 0 Noe(lb) ONs., (Ib) 0.65 7928 2834 Neo (Ib) 7928 0 0.65 0.750Ny (Ib) 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 SIMPSON Anchor Designer Tm Software • ,,,Apy,u-LT;-, 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. KateIla Ave Phone: 714-385-1835 E-mail: AFlores@peica.com 8. Steel Strength of Anchor in Shear (Sec, 17.5,11 Vs a (Ib) throw ay.sofs Ogfourav,s.i40V. (Ib) 4855 1.0 0.65 0.80 2525 10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.5.31 01,/cp = minIkpA/e ; kpNol :=� minIkcp(AN./ Aroo)IP,,d,N. ; kce(A Nc / A Alco)Pecl.N YC.N Wcp,NNbl (Sec. 17.3,1 & Eq. 17.5.3.1a) k Wcp,Na cp Am, (in2) A NO (in2) Vie0,Ala Alba (Ib) Ne (Ib) 2.0 205.45 205.45 1.000 1.000 7928 7928 Ark (in2) ANO (in2) 'Ped.N WO! Yjcp.N Nb (Ib) kb (Ib) 144.00 144.00 1,000 1.000 1.000 6800 6800 0 0.70 0Vcp (Ib) 9520 11. Results Interaction of Tensile and Shear Forces (Sec. R17.6) Tension Factored Load, N. (Ib) Design Strength, oN,, (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, eV, (Ib) Ratio Status Steel Pryout 1960 2525 0.78 Pass (Governs) 1960 9520 0.21 Pass Interaction check (N./ON.)512 (V./0 V.)5E3 Combined Ratio Permissible Status Sec. R17.6 0.25 0,66 90.8% 1.0 Pass SET-3G wt 1/2"0 A193 Gr. B8/88M (3041316SS) 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 Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax 925.847.3871 www.stronglie.com inc P UIIUI IN: 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, 2017 LABCILACBC RISK II I, 1.00 Fa 1.00 Rp 6.0 Ss = 1.43 ap = 2.5 SMS = 1.43 z = 0.0 Sos = 0.95 r = 1.0 no = 2.5 Fp (MAX) 1.6S0S1pWp 1.53 Wp ASCE 7-10 EQ. 13.3-2 Fp = 0.4apSDslp(1+2z/r)/RpW, = 0.16 W, ASCE 7-10 EQ. 13.3-1 Fp (km) 0.3SnIpWp 0.29 Wp ASCE 7-10 EQ. 13.3-3 F, 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 lb MOT = 261 lb-ft MRE = 1213 lb-ft NO OVERTURNING ! ANCHORAGE NO. ANCHORS = 4 NO. TEN. = 2 ANCHORS NO. SHEAR = 4 ANCHORS TENSION SHEAR 0 Ib/ANCHOR 130 lb/ANCHOR 209 lb Date: Project Name: Project #: City/St/ZIP: Engineer: Contractor: Key Features -Multiple Stainless (316L) Heat Exchangers -Flexible-Floating Design, stress -relieving and thermal shock resistant. -Built-in Redundancy - Multiple heat engines with individual controls. -Mufti-Unit - Masterless cascading with common venting. -Gas Pressures - Operates on gas pressure 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 a total of over 3000MBH and a 100:1 total turndown ratio hpr Intellihot iQ751, Gen II Submittal Data Tag: Fuel Type: Factory Option: Natural Gas El Propane iNTouch-BMS Temperature Rise (L.T) °F 40 50 60 70 80 90 100 Flow (GPM) 35.4 28.4 23.6 20.3 17.7 15.8 14.2 Foe rtF6xcitxt- Dimensional Specifications 30.0 [7621 64. [1625] 3 7 9.3 ]95[ [235] FRONT VIEW 48.0 [1219[ RONT DISPLAY RONT PANEL ORK-LIFT CHANNELS REMOVABLE SIDE PANEL 50.6 [1285J 59.7 [1517] 51.5 [1307] 43.6 [1107] 11.9 [302] 7.0 [178] 15.0 [381] REMOVABLE REAR PANEL 111111111111111r1INIP=. - 18.4 [467] REAR VIEW (FRONT) BOTTOM VIEW 6" PVC OR PP EXHAUST 1-1/4" GAS INLET 4-5/8" OD FLANGE 2" WATER OUTLET " PVC OR PP AIR INTAKE FILTERED 2" WATER INLET 6" OD FLANGE " PVC CONDENSATE DRAIN 11.3 [286] $ $ 4.9 [126] r(x Egeae bAi Specifications 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 Igark 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) Mgr IntelIihoe www,intellihot,com Intellihot Inc. 2900 W. Main Street Galesburg, IL 61401 877.835.1705 sales@intellihot.com ype Indoor/Outdoor, Floor Mounted, Condensing, Fully Modulating, On -demand Water Heater Fuel Preset for NG / LP convertible without additional parts Minimum Input (BTUs/hour) 30,000 Maximum Input (BTUs/hour) 751,000 Maximum Output (BTUs/hour) 706,000 Thermal Efficiency 94% Turn Down Ratio (TDR) 25:1 Water Inlet / Outlet Connections 2" Headers with 6" OD Flange Gas Inlet Connection 1-1/4" Gas Inlet VVith 4-5/8" OD Flange Condensate Drain Connection 3/4" Flex PVC Maximum Condensate Flow Rate (GPM) 5.4 Dimensions H X W X D (inches) 67.7 X 30 X 44.3 (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) Venting Materials (USA) Sch. 40 PVC, Sch. 40 CPVC, Polypropylene, Stainless Steel Venting Materials (Canada) Type BH Gas Vent Classes: 11 A (PVC). li B (CPVC), II C (Polypropylene). I (AL 29-4C SS) Vent Size (Diameter) Max 6" Vent Length - Single Pipe / Power Vent Max 6" Vent Length - Two Pipe / Direct Vent 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 mat 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 h Model Intertek 31.5 20.3 15.8 14.2 10,1 Designed in the heartland. Built for the world.'" 0 0 0 g 5 3 0 0) d a CD 8 0 5 `5 LIOiOF'B uo!siaA'a�i It IIIfl nc IIC. 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 Fs Ss Si Sms SM1 SOS Cs (MAX) Cs CS (MIN) Cs (MIN) 1.00 RISK II 1.50 le = 1.00 1.43 TANK = SADDLE SUPPORTED 0.53 R = 3.0 = 1.43 C, = 0.02 0.80 x = 0.75 0.95 T = 0.08 sec = 0.53 Do = 2.00 Sol/(T(R/le)) = 2.29 W ASCE 7-10 EQ. 12.8-3 SD/(Rile) = 0.32 W ASCE 7-10 EQ. 12.8-2 0,044 Sosle = 0.04 W ASCE 7-10 EQ. 12.8-5 = 0.5 SARile) = 0.09 W ASCE 7-10 EQ. 12.8-6 C = 0.32 W TANK INFORMATION: Feed Tank DIAMETER LENGTH EMPTY WT. CAPACITY CONTENTS DENSITY WT. CONTENTS WT, TOTAL 2.08 ft SADDLE HT 4.00 ft @ CENTER 5.25 ft SADDLE HT. = 4.00 ft @ END 1.00 k SADDLE WIDTH = 4.00 ft 18 CU.FT. CONTACT WIDTH = 4.00 ft WATER ANCHORS = 3.75 ft SPACING 62.4 pcf c 0,G. HT. = 5,39 ft [TAKEN @ 2/3 FOR SLOSHING] 1.12 k dANcHoRs = 3.88 ft 2.12 k OVERTURNING ANALYSIS LATERAL MOVERTURNING MRESISTING MOVERTURNING TENSION NO. RESISTING TENSION x Do SHEAR NO. RESISTING SHEAR x CIO 0.67 k 3.62 k-ft 3.00 k-ft 0.62 k-ft 0.16 k 2 ANCHORS 0,16 k PER ANCHOR 0.67 4 ANCHORS 0.34 k PER ANCHOR ^ Company Plump Engineering Inc. Den�nnr � OU 111RISAJobNum�x Model Name 4/1/20211 2:b513PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[k] LC v8homdN LC zShoar[k] LC 7orquofk-ft] LC v-vMomnnKk-ftV LC z-z Mumontfk-ftl LC OL O 0 U 1 O 1 87 4 max 0.003 -0.002 O 0 O 0 1 88 min 0003 '0.002 O U U O 1 89 Mmax 0 -0.003 V O O O 1 00 min 0 '0.003 O U O _ V 1 1 j 0.037 0 0 O U 1 82 min 0.054 0.037 O O 0 O 1 93 max U23 0]]16 U U O '0.072 1 ME 0.016 O O O '0,072 1 0 O O O -0.094 86 0 U V O '0.094 97 '0-016 O U O 1 '0.072 '0.016 O n O '0.072 88 '0,037 U O 0 U 1 '0.037 0 1 O O O 01 1 max 0.01 0.003 O V O O ' 102 min 0.01 0.003 O U O O 103 2 max 0.008 0,002 U O 0 O 104 min 0,008 UO2 O U O 0 185 O O 0 O O 106 O� O 0 D 0 107 max 0003 '0.002 U D O O 10 0003 -0.002 V 0 O O 'oonn n o 0 V 110 U '0.003 O V O O Ill max 0.012 0.003 O O O O 112 WE 0�O12 0.003 O O 0 O 3 rn�xo�OO8 0.012 O V U O V�U09 0.002 O U O O 115 max 0.008 O O D O O 116 min O�OOO O O V O O 117 max 0.004 '0.002 O 0 O O 118 O�OO4 '0.002 1 0 1 O 1 0 0 119 U�OO1 '0.003 O O 0 O 120 min 0.001 '0,003 U O O O 121 max 0.055 �O37 0 U U U 12211 min 0�O55 0.087 O 0 O O Im 124 0.024 0.010 O O O '0.072 0.024 0.016 O O 0 '0.072 M'D.O03 0 O O 0 '0.084 126 min 'OD08 O U O O '0.094 127 max 'V.O2S -U.O1G 0 V O '0.072 128 min '0.029 '0.016 D 0 O '0.072 129 m�x '0.0G -0.037 0 0 O O 130 min 'UO '0.037 V O O V 131 M14 max 0.01 0.003 0 O 0 V 132 min 0.01 0.003 O O O V 133 max 0.008 0.002 0 O 8 V 134 min 0.008 0.002 V O 0 O 135 max 0.005 O 8 U O O 13601min 0.005 O 0 O 0 U 137max OoO5 '0.002 V O Q V 138 139 min max O.QO3 -U82 O 8 O O O '0.003 0 0 O 1 U 140 min 0 '0.003 O p O 1 8 141 max 0,014 0.003 O 0 1 O O 1 142 min0.O14�� O�83 �� 0 �� V � O �� 0 1 Company �Pk Designer �OJ 111RISAJob Number Model Name � Company �P�mpEngineering Inc. 4V1/2O21 2:5513HN Checked By Envelope Member Section Forces (Continumd) Member Sec Axial[k] LC yShoerfkj LC zShear[k] LC Tbrquo[k-ft] LC yYMomant[k-ft] LC z-zMumom[k-ft] LC 144' min 0O11 1 0,002 1 O 1 O 1 O 1 Q 1 145 8 max 0.009 1 O 1 O 1 0 1 U 1 0 1 148 min 0,008 1 0 1 U 1 O 1 O 1 O 1 147 u max 0.006 1 -0.002 1 O 1 O� 1 O 1 O 1 148 min 0.006 1 -0.002 1 0 1 O 1 O i O 1 149 5 max 0.004 1 '0.003 1 O 1 O 1 0 1 O 1 min 0.004 1 '0.003 1 0 1 O 1 O 1 O 1 _150 151 M16 1 max 0.054 1 0.037 1 O 1 O 1 O 1 O 1 152 min 8.054 1 8,037 1 O 1 O 1 O 1 0 1 153 2 max 0D23 1 0.019 1 O 1 O 1 O 1 '0.072 1 154 min 0.023 1 0,010 1 O 1 O 1 O 1 '0.072 1 155 3 max '0.004 1 0 1 O 1 O 1 O 1 '0,094 1 156 min -I004 1 O 1 O 1 O 1 O 1 '0.094 1 157 4 max '0l0 1 -lO16 1 0 1 O 1 0 1 '0.072 1 158 min '0.03 1 '0.015 1 0 1 O 1 O 1 'H72 1 159 5 max '0.081 1 '0.037 1 O 1 0 1 0 1 O 1 160 min '0.001 1 '0.037 1 O 1 o 1 O 1 O 1 161 M17 1 max 0.01 1 0,003 1 O 1 O 1 O 1 O 1 162 min 0.81 1 ODOJ� 1 O 1 O 1 0 1 0 1 163 2 max 0.008 1 0.002 1 O 1 U 1 0 1 0 1 104 min 0,008 1 0{02 1 O 1 O 1 0 1 O 1 185 3 0,005 1 0 1 O 1 O 1 O 1 O 1 106 .max min 0,085 1 O 1 O 1 O 1 O 1 O 1 167 4 max 0.003 1 -0.002 1 O 1 O 1 O 1 O 1 168 min 0.003 1 -I002 1 O 1 0 1 O 1 O 1 169 5 max U 1 -I003 1 O 1 n 1 U 1 O 1 170 min O 1 -I008 1 O 1 O 1 V 1 O 1 171 M18 1 max 0.012 1 0.003 1 O 1 O 1 0 1 O 1 172 min 0,012 1 0,003 1 V 1 0 1 O 1 U 1 173 2 max 0.009 1 0.002 1 O 1 b 1 0 1 ` U 1 174 min 0.008 1 0.002 1 0 1 O 1 O 1 U 1 175 3 max 0.008 1 0 1 O 1 O 1 O 1 O 1 176 min O�000 1 O 1 0 1 V 1 0 1 O 1 177 4 max 0.004 1 -I002 1 O 1 O 1 O 1 O 1 178 min 0.004 1 '0,002 1 O 1 V 1 O 1 0 1 179 5 max O�001 1 -0.003 1 O 1 o 1 O 1 0 1 180 min 0.001 1 -0.003 1 0 1 Q 1 O 1 0 1 181 M19 1 max 0.074 1 0.037 1 O 1 U 1 0 1 U 1 182 min 0.074 1 0.037 1 O 1 O 1 O 1 O 1 183 2 mux�0,O42 1 0,017 1 V 1 O 1 O 1 -0.072 1 184 min 0.042 1 0.017 1 o 1 O 1 o 1 '0.072 1 185 3 max 0.016 1 U 1 0 1 D 1 O 1 -1095 1 186 min 0.016 1 V 1 O 1 0 1 O 1 '0.095 1 187 4 max -0O11 1 -0.017 1 O 1 O 1 O 1 -0.072 1 188 min '0.011 1 '0.017 1 O 1 0 1 V 1 '0.072 1 189 5 max -0.042 1 -0.037 1 O 1 O 1 O 1 O 1 190 min '0,042 1 -0D37 1 0 1 0 1 V 1 O 1 131 M20 1 max 0.011 1 O�003 1 O 1 0 1 O 1 D 1 132 min 0�011 1 0,003 1 0 1 0 1 0 1 0 1 198 2 max 0.008 1 0.002 1 U 1 D 1 O 1 O 1 �� min �OO8 1 O�U2 1 O 1 O 1 l U 1 O 1 T95 2 max 0,005 1 O 1 O 1 0 1 O 1 O 1 186 min 0.005 1 O 1 O 1 V 1 O 1 O 1 197 4 max 0.003 1 -0.002 1 0 1 V 1 O 1 O 1 188 min 0,003 1 -0.002 1 V 1 O 1 V 1 O 1 199 5 max O 1 -0.003 1 O 1 O 1 O 1 O 1 200 min 0 1 '0.003 1 0 1 0 1 0 1 0 1 III Company Plump Engineering Inc. Designer OJ Job Number : Model Name � 4/1/2O21 2'.5515PN Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[k] LC vGhoarfkl LC z Sheorfkl LC lorauol"k-ft] LC v-v Mumwntfk4ft] LC z-zMomontrk-ftl LC 202 min 0,086 1 0.003 1 O 1 0 1 0 1 0 1 203 2 max 0.003 1 UO2 1 O 1 O 1 V 1 0 1 204 min 0.003 1 UO2 1 O 1 O 1 O 1 U 1 205 3 max O 1 O 1 0 1 O � 1 V 1 0 1 -�1- 200 min V 1 0 1 O 1 0 1 O 1 0 207 4 max '0.00� 1 -0.002 1 O 1 O 1 0 1 0 1 208 min -IV02 1 -0.002 1 0 1 O 1 U 1 O 1 208 5 max '0.005 1 -lO83 1 U 1 O 1 O 1 O 1 Node Reactions LC Node Label XIlk Y [kj Zfk 1 1 N1 �.032 071 0.223 O O O 2 1 N2 O O 0i22 O O O 3 1 N7 O O� 0121 U O O 4 1 N8 0.032 0.71 0,223 U O O 5 1 N13 O O 0.003 0 8 0 6 1 N14 0 0006 0,003 O O V 7 1 N19 O 0.012 0.003 O O 0 8 1 N20 O 0 0.000 0 0 O 8 1 N25 O 0.014 0.003 0 O O 10 1 N26 0 O � 0003 O O 0 11 1 N81 O 0.012 U08 O 0 O 12 1 N32 V O 0.003 O U O 13 1 N37 O 0.000 n003 O O 0 14 1 N38 O O UO3 O O O 15 1 Totals: O 1.460 0,92 18 1 C0Gyq: X: 3.989 Y; 11,5 Z: 0 Envelope Node Reactions Node Label X [k LC Y [k LC Z [k 1 N1 max 'U32 1 0i71 1 0223 1 0 1 0 1 O 1 2 min -I032 1 071 1 0.223 1 0 1 O 1 0 1 3 N2 max O 1 0 1 022 1 O 1 O 1 0 1 4 min O 1 O 1 0.22 1 O 1 0 1 0 1 5 N7 max 0 1 0 1 0.221 1 0 1 O 1 U 1 8 min O 1 O 1 0221 1 O 1 O 1 0 1 7 N8 max 0.032 1 0.71 1 0.223 1 0 1 O 1 O 1 8 min 0.032 1 0T1 1 8223 1 U 1 O 1 O 1 S N13 max 0 1 0 1 0.003 1 O 1 O 1 0 1 10 min U 1 O 1 0.003 1 O 1 O 1 8 1 11 N14 max V 1 0.008 1 0.003 1 D 1 0 1 O 1 12 min U 1 U06 1 0.003 1 B 1 0 1 O 1 13 N19 man 0 1 U12 1 0.003 1 O 1 O 1 O 1 14 min 8 1 0.012 1 0.003 1 0 1 0 1 0 1 15 N2V max 0 1 0 1 0.005 1 O 1 O 1 U 1 16 min O 1 0 1 8.003 1 0 1 O 1 0 1 17 N25 max V 1 0.014 1 0.003 1 O 1 U 1 0 1 18 min 0 1 0.014 1 0.003 1 0 1 O 1 0 1 19 N26 max O 1 O 1 0.003 1 O 1 O 1 O 1 20 min O 1 U 1 0.003 1 O 1 O 1 O 1 21 N31 max O 1 0.012 1 8.003 1 0 1 0 1 O 1 22 min U 1 0.012 i 0.003 1 O 1 0 1 U 1 23 N32 max O 1 O 1 0,003 1 0 1 U 1 O 1 24 min O 1 O 1 0.003 1 O 1 V 1 O 1 25 N37 max 0 1 0.008 1 0.003 1 O 1 O 1 0 1 28 min O 1 0.000 1 U08 1 0 1 O 1 O 1 [S191102OLouver Owpport.r3d] Company Plump Engineering Inc. Designer OJ 11RISA Job Number Model Name 4/1/2V21 25513 PM Checked By Envelope Node Reactions (Conbnued) LC Zfk 27 N38 max U 1 U 1 0.003 1 O 1 U 1 D 1 28 min O 1 O 1 0.003 1 U 1 U 1 U 1 29 Totals: max 0 1 1,488 1 0.92 1 (S.1811O26 Louver Support.r3U] Page Plump Engineering, Inc. 914 E. Katella Avenue Anaheim, CA 92805 unc 714-385-1835 FAX: 714-385-1834 PLIIIIP E* fIEfRI RR INC Mr. Neil Johnson Shasta Beverages, Inc. A National Beverage Company 1165 Palmour Drive Gainesville, GA 305011 RE: Shasta — Tukwila, WA - Boiler Room 1227 Andover Park East Tukwila, WA 98188 March 26, 2021 The 2018 International Fuel Gas Code 304.5.3 requires air for combustion, ventilation and dilution of flue gases for appliances installed in buildings. The two (2) methods of providing the required air are either mechanically or through lovers. The existing Boiler Room roll -up door is sufficiently sized and located to provide the required amounts of combustion air and ventilation by means of the outdoor air method. The door commences within twelve (12) inches of the top of the enclosure, and commences within twelve (12) inches of the bottom of the enclosure. The roll -up door must be completely open prior to main burner ignition and during main burner operation. Two (2) wall louvers commencing within twelve (12) inches of the top of the enclosure, and commencing within twelve (12) inches of the bottom of the enclosure also complies with the code requirements. The size of each louver must be a minimum of 29.1 square feet. The louvers must be motorized, and interlocked with the boiler so they are proven in full open position prior to main burner ignition and during main burner operation. The 2018 International Fire Code requires that the roll -up door be motorized, to open automatically upon detection of smoke. These methods of providing combustion air and ventilation are acceptable during the commissioning, permitting process, and installation of the wall lovers for the boiler room. i!!SION 1O. RECEIVED CITY OF T UKWILi. PERMIT CENTER fn I q- 0/ 1 n 7 PLUMP ENGINEERING INC. STRUCTURAL CALCULATIONS Client: Proje Shasta — Boiler Room Location: 1227 Andover Park E, Tukwila, WA 98188 Building Code: 2015 IBC REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 4 2020 City of Tukwila BUILDING DIVISION Plump File No: S.1911026 By: O.J. Date: February 11, 2020 Revisions: These calculations not valid unless signed and sealed in space above. CORRE TION LTIV RECEIVED ITY OF TUKWILA MAY 29 2020 PERMIT CENTER 11 ok 524 Architectural I Structural I Mechanical 1 Electrical 1 Plumbing I Civil 1 Survey 914 E. Katella Avenue, Anaheim, CA 92805 I P: (714) 385-18351 F: (714) 385-1834 Project Name: MTL STUD WALLS Model: Beam/Stud —1 Code: 2012 NASPEC [AISI S100-2012] Page 1 of 2 Date: 02/11/2020 Simpson Strong -Tie® CFS Designer Tm 3.2.0.4 23.00 (On 10.‘(tb'S o 54" Gyp CCP5E) 6.67 lb/ft Po 42- lb Section : 6003162-33 (33 ksi) Single C Stud Maxo = 950.6 Ft -Lb Va = 638.1 Ib I 1.79 inA4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Flexural and Deflection Check f Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Delection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 440.8 0.464 440.8 60.0 852.1 0.517 0,556 U497 Distortional Buckling Check Span K-phi Lm Brac Ma-d Mmax/ Ib-in/In in Ft -Lb Ma-d Span 0.00 276.0 788.8 0.559 Combined Bending and Web Crippling Reaction or Load Bearing Pa Pn Mmax Intr. Stiffeners Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Required? R2 76.7 --Shear NO Connection w/ clip-- R1 76.7 --Shear NO Connection w/ clip-- SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com Project Name: MTL STUD WALLS Model: Beam/Stud —1 Code: 2012 NASPEC [AISI S100-2012] Page2of2 Date: 02/11/2020 Simpson Strong -Tie® CFS DesignerTM 3.2.0.4 Combined Bending and Shear Reaction or Vmax Mmax Pt Load (Ib) (Ft -Lb) R1 76.7 0.0 R2 76.7 0.0 Combined Bending and Axial Load Axial Ld Span (Ib) Span 192.0(c) Simpson Strong -Tie Connectors Support Rx(Ib) Ry(Ib) Details Va Factor 1.00 1.00 Bracing(in) KyLy KtLt 60.0 60.0 VNa 0.12 0.12 M/Ma 0.00 0.00 V+M Intr. 0.12 0.12 Max K-phi Lm Bracing Allow KL/r (Ib-in/in) (in) load(lb) P/Pa 121 0.0 276.0 1636.9(c) 0.12 Simpson Strong -Tie Connector Intr. Value 0.68 Connector Anchor Interaction Interaction R2 76.67 0 600T250-43 (33) & Anchorage Designed by Engineer 62.11 % R1 76.67 192 600T125-33 (33) & (2) .157", 3/4" embed SST 31.55 % PDPA/PDPAT to 2500 nw concrete Simpson Strong -Tie Wall Stud Bridging Connectors Design Method = AISI S100 Bracing Design Length Number of (in.) Braces Pn(Ib.) 60 5 2946.4 Span/CantiLever Span LSUBH (Min)' OK (0.53) LSUBH (Max)' OK (0.48) SUBH (Min)' OK (0.58) SUBH (Max)' OK (0.58) NA 31.94 % MSUBH (Min)' No Soln MSUBH (Max)' No Soln Notes: 1) Values in parentheses are stress ratios. 2) Bridging connectors are not designed for back-back,box, or built-up sections. 3) Reference www.strongtie.com 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. SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com r 1 ) 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 Lateral 14 ft Lateral Pressure to: Head/Sill Only Brace Settings Flexural Bracing Axial KyLy Axial KtLt Component(s) Members(s) (in) (in) (In) Design Loads Wail Lateral Pressure : 5 psf RO Lateral Pressure : Head/Sill Only Lateral Element Forces multiplied by 1 for strength checks Lateral Forces multiplied by 0.7 for deflection determination Header: Gravity Load at Header: Box (lateral combined) 14 psf Distortional K-PhI(Ib- Distortional Interconnection in/in) LM(in) Spacing(in) Jamb Studs 600S162-54(50), Boxed None None None 0 None 12 in r1 Vertical Header 600S162-54(50), Boxed Full N/A N/A 0 None N/A Lateral Header 600T150-54(50), Single Full N/A N/A 0 None N/A t-J Summary Analysis Results Axial Max. Bottom Top or End Load Moment Max. Reaction Reaction r) Component(s) Members(s) {tb) (Ft -Lb) Shear(lb) (lb) (lb) Jamb Studs 600S162-54(50), Boxed 1351.0 2415.0 247.5 431.3 247.5 (! Vertical Header 600S162-54(50), Boxed N/A 3601.5 1029.0 N/A 1029.0 Lateral Header 600T150-54(50), Single N/A 1378.1 393.8 N/A 393.8 v Summary Design Results Deflection Bending +Axial Shear Web Design Component(s) Members(s) Span Parapet Interaction Interaction Stiffners OK Jamb Studs 600S162-54(50), L/362 L/0 0.98 0.48 NA Yes Boxed 1.--, Vertical Header 600S162-54(50), L/223 NA 0.71 0.18 No Yes Boxed Lateral Header 600T150-54(50), Single L/350 NA 0.91 0.14 No Yes Simpson Strong -Tie® Connectors ct. Jambs Connector Anchor 1 ) SIMPSON STRONG TIE COMPANY INC, www.strongtie,com M " Project Name: K4TLSTUD WALLS Model: Roll UpDoor Support Code: 2012NASPEC[AISIS100-2012] Date: 02/11/2020 Page 2uf2 Simpson Strong-Tie@CFS Owsigner`w 3,2�.4 Support RuUb4 Ry|b) Simpsnn8trmnW-De@ Connector Interaction Interaction R2 247�50 Ol@ (2)GCVV5.5(2)&Anchorage Designed byEngineer 12.44% NA R1 431.25 1351.00 (2)FCB47.5Max(12#12'14)&Anchorage Designed hy 60.26% NA Engineer Reference catalog for connector and anchor requirement notes as well as screw placements requirement SIrnpspn$trong-TieOWall Stud Bridging Connoctom(ED Jambs Bracing Design Length Number of LSUBH LSUQH SUGH GUBH MSUBH MSUBM SponXConULevar (in.) Braces Pn(|b.) (Min)' (Max)` (Min)` (Max)' (Min)` (Max)' Notes: 1) Values in parentheses are stress ratios. 2) Bridging connectors are not designed for Umuk-beck.box. ovbuilt-up sections. 3) Rofoenoo vwvw.mhnnqUo.com for latest load data, important information, and general notes 4) CFG Designer will not select bridging connectors un|oov all flexural and axial bracing settings are the same. 5)|fthe bracing length iolarger than the span length, bridging connectors are not designed. /^� �� |3� ��.��d /.�� \'/ '7 /~f ^ ~' ^"^ 41 7 �'�'�� ^� �}97'6 � � (�� '�&m ~— ' , ) ~ � {Jr,euvS -A, _�Ia (F A, u/»^ *.- 5 oIMpmONSTRONG-TIE COMpxw INC. www,stmngtlexom Connectorsor CoIdFormed Ste& Consfruction SIMPSON LJ FCB Bypass Framing Fixed -Clip Connector tERE0d 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. 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 bad 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 strffeners, embossments and anchor holes maximize connector performance Material: 54 mil (16 gal Finish: Galvanized (G90) Installation: • Use the specified type and number of anchors, • Use the specified number of #12 self-drilfing screws to CFS framng. 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, FCB45.5-1,125, FCB47.5-P25, FCB49.5-R25. and FCB411.5-R25 contain: • Box of 25 connectors (screws not included) Typical FCB Installation at Bypass Framing F2 F3 Typical FCB Installation for Roof Rafters 4 6FCB43.5 VFCB45.5 Typical FCB Installation at Sprandrel Studs and Kickers taygir, tTtp Typical FCB Installation at the Base of a 6" Jamb Stud Rigid Connectors cc oNL_LI 63 Connectors Construction SI PSON Rigid Connectors FCB Bypass Framing Fixed-Cli Connector FCB Allowable Connector Loads (lb.) a , Connector f--- - F' . No. of Stud Thickness C . Model No. Thickness (in.) Max. Self -Drilling _ 33 mil (20 ga.) 43 mil (18 ga.) 54 mil (16 ga.) mil (ga.) ! Screws' Ft" ' Fe Fe F4 Flu : Fe 1 Fe Fe Fi" ' F2 j F3 F42 + +- --; t + Min 4 135 755 /55 155 205 1,105 1 975 1 120 345 1.250 ' 975 1 490 FCB43 5 54(16) 314 Max. 6 205 1,100 ' 1,130 1.130 265 1 105 , 1 260 1.455 345 1.250 , 1,735 1,910 t -I- Min, 4 120 755 : 755 - 755 180 1105 975 945 345 , 1,105 975 1.325 FCB45,5 54 (16) ; 51 + - --- 1 ! • , --- ] 9 155 j 1,100 1 260 HBO 210 1,105 i 1 260 1,485 345 1105 1,735 1.925 i. 4 i , . Min 4 90 755 : 755 220 135 1,105 945 330 260 1,105 945 365 19C, FCB475 54(16) 71. 4 , t , • t FL, 1 Max. 12 205 1,100 1 260 ' 705 265 , 1,105 1 26C - 1,050 345 1,105 1 735 1445 LA + r 1 1- - -} Min ' 4 90 755 i 755 170 0 , 1,105 945 ! 255 -1- + 0 • 1,105 945 365 FCB49.5 54 (16) i 9i4 - - i Max. 1 - 12 205 1 1,100 I 1,260 , 750 ' 1,105 1,260 1,115 . 1,105 1 1,735 ! 1,200 - J.- 4.._ . 4 I Mal 4 90 /55 755 : 140 1,105 920 205 90 1,105 920 FC5411.5 54 (16) 11K , , 4 4- , 4 Man. 12 12 205 1,100 i 1260 795 265 , 1,105 1 260 860 345 ` 1,105 1 735 ; 860 - _ I • 4- I, M'n, fastener quartty and bad values - 1I arl round ho.as; max, fastener quantity and bad v 3:4:4 -- al; round and triangular holes. 2. APowable loads are oasecl on cl:p capaoty only and do not consider anchorage. The capacity of the connectron system wr'. the minimum of the tabulated value and the allowable load from the FCB Allowable Anchorage Loads table on p, 65. 3. Anchorage to the supporting structure using welds or a mh:Trr.rn of (2) 412-24 sef-driLing screws is required, 4, Tabtiated Ft bads are based on assembly tests with the load throogh the centerline of stLKI. Tested fai1ure modes were due to screw fxr,out. the?. efore compare Ft aga'Ist Fp calculated pew ASCE 7-10 Chapter 13 with ap = 1.25 and R0 = 1.0. FCB Installation with MIn. Fasteners 2 F3 FCB Installation with Max. Fasteners SIMPSON STI'-)JONG-TlE COMPANY INC, 4" r 64 Con to for Cold -Formed Steel Construction FCB Bypass Framing Fixed -Clip Connector SIMPSON ; FCB Allowable Anchorage Loads Anchorage Type 412-24 selfdrilling screws Simpson Strong -Tie° X and XL Metal screws Simpson Strong -Tie 0.157" %" power -actuated fasteners PDPAT-62KP Simpson Strong -Tie 0 157" x W power -actuated fasteners PDPAT-62KP Simpson Strong -Tie x 13/4' Thee 2 TTN25134H Minimum Base Material A36 steel 4iG" thick A36 steel 3i6" thick No. of Anchors 2 3 4 Allowable Load (Ib.) F4 F2 F 843.5 Fe845.5 1 FC1347.5 ! FCB49.5 —T t Min./Max. Min./Max. I Min. i Max. Min. ' Max. t -4- _7• 4 .4- 1.115 625 410 255 : 445 ' 185 • 265 ._... { 4. 1,645 690 450 280 : 490 200 • 295 -t- i- 4. -4- • • • 4. - •-i• 2.230 1,255 820 i 365 I 890 i 355 ; 535 • 275 390 7 410 265 t 165 1 290 120 1-- 175 -I- 75 715 465 305 if 190 ' 330 I 135 195 85 970 840 550 I 340-1' 595 ; 245 ! 355 145 1 - - l i. i• . 585 410 : 265 l 165 290 . 120 . 175 75 BOO 465 305 1 190 330 135 : 195 1 85 1,170 840 550 ' 340 595 ' 245 355 145 2 380 I 415 f 315 1, 195 '. 315 1, 140_ 205 140 r- 3 525 -1,- 470 470 290 11' 4 ' 1 210 1 '305- 210 4 675 j 645 1 630 i 390 630 288 : 410 280 Hard side: 2" 4 4. 436 steel ETOXX electrodes 3/46* thick Free side: 14 1,735 l 1,910 1,925 . 36s . 1,445 365 1,200 365 4572 ar .4992 steel thick Concrete flc = 2,500 psi - 4 2 3 4 1. Min. fastener quantity and bad values - fill all round holes; max. fastener quantity and load values - a1 round and Inangs:ar 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 w4.. be the minTnum of the tabtitated r•fowable anchorage lc -Kids the allowable toad from the FCB A-owablo Connector Load table on p. 64. 4. Albwabre loads for 412-24 self-drilirng screwr., and PDPAT powder -actuated fasteners are based on nstaliation in in.rri-iurri4,-i-thisT. stri.btural steel with ry = 36 ksi. POPAT valuRa are a;so provided for 4572 sTee',. Values listed above maybe used where other thiC.Knesses of steel are encountered or other manufacturers aro u!E:eci, provided that ;he fasters hasequnl or batter testr.d vaLios(.seri p 22) It the responsibtlity of the designer to select the proper length fasteners based on the see' ¶1 cknes .5. For screw fastener instaLation into steel backed by concrete. predrif .ng cf both the steel and the concrete is sugrierAed. For predrilling use a maximum 21o,'-diarneter dill; bit Y2' min. for steel, 1min. 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 clip Hard side of clip Weld FC8411.5 Min, Max. 18-6-1 120 1135 210 1, • 380 125 • 140 1: 255 125 140 255 + • - 150 't1 225-1 ibo 860 Connectors FCB Anchor Layout F RE,FE (2_ ,t‘iCg °Ivo,/ 65 Connectors for Cold -Formed Steel Construction FCB Supplemental Information SIMPSON ZP.i. '710110 (II:; igid Connectors The following FCB supplemental information is given to help designers with value -engineered solutions for 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." Pattern "Max." FCB43.5 For load capacities for patterns 1 through 10, refer to FCB clip on strongtie.com. Pattern "Min." Pattern 1 Pattern 2 Pattern "Max." FCB45.5 FCB47.5 Pattern "Min? Pattem 3 Pattern 4 Pattern 5 Pattem 6 Pattern "Max." 4 0°4 U." 4 i:1 arjr. tiZ00' FCB49.5 Pattem "MIn." Pattem 7 Pattern 8 i; 4 404.04 °-*** Pattern 9 Pattern 10 Pattern "Max." 4 u .03 -11P1 Fe13411.5 Pattem "Min." Pattern 11 Pattern 12 Pattern 13 U 4 4, Pattern 14 Pattem "Max." 6 0 0 C-C F- 2020 I) 2020 • 66 F 4)6e- ort/ Connectors for Cold -Formed Steel Construction SIMPSON sg SCW Head -of -Wall Slide -Clip Connector (0 ("7 'I _I fl L f J r 1 r-) LJ r- • L 1_1 41 The SCW connectors offer 1of 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 shp or slotted track. Material: 54 mil (16 ga.) Finish: Galvanized (G90) installation: • Use the specified type arid number of anchors. • Use the specified number of #14 shouldered screws (included). Install shouldered screws in the slots adjacent to the No-Eque 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 XLSH3481 4 1 4 ifl 4 shouldered screws SCW5.5-KT contains: • Box of 25 connectors • 53 XLSH3481414 #14 shoulciered screws Note: Replacement #14 shouldered screws for SCW connectors are XLSH3461414-RP83. SCW Allowable Connector Loads Model No. Connector : Tkih ica tkenrieasis (iWn SNhsoo:f. olewstd Veld mil (ga.) , Stud Thickness 33 mil 43 mil 54 mil Code (20 gal (18 ga.) (16 ga.) Ref. _ F4 F4 F4 XLSH3461 41 4 #14 Shouldered Screw for Attachment to Stud Framing (irrAidect) SCW3.25 54 (16) 33/4 2 455 SCW5.5 54 (16) I 514 455 630 IBC, 7L LA 1. When the SCW5.5 connector is used with two shoL4dered screws install screws in the outermost tots, 2. Aflowable loads are based on tips 4-istal:ed with a notes in the anchor leg Filled with 412-14 screws. For other anchorage installions, the capacity of the connection system WI be the rrrnmum of the tabulated value and the aflowable load from the SCW Arowable Anchorage Loads tabie on p 45. 1' clear to structure F4 SCW5.5 Installation with Two Shouldered Screws (three shuddered screws and SCW3,25 sirrOar) Install shouldered screws adjacent to No -Equal stamp (typ.). Typical SCW Installation with Stud Strut Do not attach studs to track: 1•er'j Typical SCW Installation at Stud LJ c 0 C-C F-2020 2020 SI Connectors for Cold -Formed Steel Constmction SIMPSON Q SCW Head -of -Wall Slide -Clip Connector SCW Allowable Anchorage Loads (Ib.) Model No. Anchorage Type 12-24 se1f-dril1ir,g screws Simpson Strong -Tie SCW3.25 i 0.157" x %" powder -actuated fasteners PDPAT-62KP SCW5.5 Minimum Base Material A36 steel 456" thck A36 steel %6" thrck Simpson Strong -Tie Concrete 1/4" x 1 3/4' Titen'. 2" = 2,500 psi 612-24 sec.-de-Eng screws Simpson Strong -Tie 0.157" x %" powder -actuated fasteners PDPAT-62KP S_Iwn Strong -Tee x 13/4 Titen 23 A36 steel Vis" ttcck A36 steel Ms" thick Concrete fc = 2,500 psi t . For additional trnportant information, see Genera! Information and Notes on p. 22. 2 Allowable bads are for cfp anchorage orty. The capacity of the connection system will be the minimum of the tabulated vakie and the alb+,vable load from the SCW A"owable Connector Loads table on p. 44. 3. Tabulated values require a Mflinum 1 W end distance for masonry screws in concrete. 4. See Fastericng Systems catalog (C-F-2019) on strongtie.com for more information on Simpson Strorg-Te fasteners. 1/2" min. (typ.) 4min. (typ.) Track not shown for clarity (typ.). Self -drilling screws shown; other fasteners similar. Two Anchors Two Anchors SCW3.25 Anchor Layout SCW5.5 Anchor Layout No. of Anchors 2 3 2 3 2 3 2 4 2 4 2 4 Three Anchors Four Anchors Allowable Load F4 715 1,075 745 1,120 325 400 775 1,550 745 1,490 325 880 0 o• o , „ Foi e /,trE/2tA,te 0 y 45 r Jr 1 r 3 fl t_ J Inc 1111WINIII. 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, 2017 LABCILACBC Fa 1.00 RISK II F, = 1.50 le 1.00 S = 1.43 TANK SADDLE SUPPORTED SI= 0.53 R = 3.0 Sms = 1.43 Ct 0.02 SM1 = 0.80 x = 0.75 S = 0.95 T 0.07 sec Sol = 0.53 Oo = 2.00 CS(Mx) = Soli(r(Rile)) = 2.55 W ASCE 7.10 EQ. 12.8-3 Cs= Sos/(R/le) = 0.32 W ASCE 7-10 EQ. 12.8-2 Cs (MIN) 0.044 Susie = 0.04 W ASCE 7-10 EQ. 12.8-5 Cs (MIN) 0.5 Si(RI) = 0.09 W ASCE 7-10 EQ. 12.8-6 Ca = 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 r--- 4.60 k dANCHORS = 2.56 ft WT. TOTAL 12.35 k OVERTURNING ANALYSIS LATERAL MOVERTURNING MRESISTING MOVERTURNING TENSION NO. RESISTING TENSION x SHEAR NO. RESISTING SHEAR x Do 3.93 k 14.95 k-ft 11.78 k-ft 3.17 k-ft 1.24 k 2 ANCHORS 1.24 k PER ANCHOR 3.93 4 ANCHORS 1.96 k PER ANCHOR H TYP IL)Et CLEARMal 414' STACK FLANGE DETAILS 125i t514ELIAD I /6i" FIEAR DOOR 5WKI BOILER CONNECTIONS QTY. BOILER CONNECTIONS QTY, BOILER RATINGS 4 Iry t: 12(wi Jt North, Colioucuit, OK 744C. PH VA '14 OH:Hi P11 DM Z74 0059 A STEAM OUTLET: 2.1(2" CPLG 1 q LOW FIRE HOLD: 3(4' NPT 1 NOMINAL BOILER HORSEPOWER: 100 HP 2NCT111171111N 8 LWCO (PRIMARY): 1' NPT 3 R STACK THERMOMETER IQ' NPT DESIGN PRESSURE: 150 PSIG STEAM 0 LWCO (AUX): NIA N/A $ SIGHT PORT: 2' NPT 1 GROSS OUTPUT: 3,348 MBH 1 0 LWCO (PROBE): 1' NPT 1 T CHEMICAL FEED: NIA NIA STEAM OUTPUT (FROM 'F): 3,450 LBS/HR REV BY DATE CHAD DATE DESCRIPTION E BOILER DOWN: 1-1/4'NPT 1 U FGR: NIA NIA RATED INPUT: 4,185 MBH NOTES F SURFACE BIOWDOWN: 1-117 NPT 1 V EXTRA CONNECTION: NIA N/A BOILER DATA ,, ,, ,, . '' , , , . „.. ..., , , 0 3SAFETY VALVE 1 1114 NPT 1 W EXTRA CONNECTION: NIA NIA HEATING SURFACE (A E): 500 FT^2 FRONT ER series . SAFETY VALVE 2: N/A N/A X EXTRA CONNECTION: N/A N/A FURNACE VOLUME: 19.85 FT9 1 MANWAY: NIA N/A Y EXTRA CONNECTION: N/A N/A TURNAROUND VOLUME: N/A ( HANDHOLE (SHELL): 1112" X 4,112' 4 Z EXTRA CONNECTION: NIA NIA STEAMING VOLUME: 7,96 FT^3 REP: WARE . HANDHOLE (TS): NIA NIA AA EXTRA CONNECTION. NiA NIA STEAM RELEASE AREA: 23.21 FT"2 PROJECT: 100X HP STOCK BOILER 4 EANOUT PORT: NIA NIA BB EXTRA CONNECTION: N/A NIA WATER CAPACITY (FULL): 552 GAL @ 4,593 LBS +I FEEDWATER: 1-114' NPT 1 DC EXTRA CONNECTION: NIA NIA WATER CAPACITY (NWLI: 493 GAL @ 4,095 LBS SCALE DRAWN BY DATE CHECKED BY DATE DRAWING NO. BOILER MODEL ' AUXILIARYNENT: N/A NIA JD EXTRA CONNECTION: NIA NIA SHIPPING WEIGHT: 7750 LAS NTS MJM 3/28/17 MJM 128117 VEO 13952 F3-DB-548G-1DOX,S150-S8 A F G " e e (1 (1 1 I . SIMPSON 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 B8/B8M (304/316SS) Diameter (inch): 0.500 Effective Embedment depth, her (inch): 4.000 Code report: ICC-ES ESR-4057 Anchor category: - Anchor ductility: Yes hmin (inch): 5.25 Cac (inch): 9.16 Crain (inch): 1.75 Sra,c (inch): 2.50 Company: Plump Engineering, Inc. Date: 2/11/2020 Engineer: AF Page: 1/5 Project: Shasta Beverages - Tukwila, WA Address: 914 E. Katella 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 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 n") SIMPSON Anchor DesignerTM 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 Do factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No Strength level loads: Na [Ib]: 1240 Voa, [Ib]: 1960 Vo.y [Ib]: 0 Mo, [ft-lb]: 0 Moy [ft-lb]: 0 <Figure 1> X 960 Company: Plump Engineering, Inc. Date: 2/11/2020 Engineer: AF Page: 2/5 Project: Shasta Beverages - Tukwila, WA Address: 914 E. KateIla Ave Phone: 714-385-1835 E-mail: AFlores peica.com 1240 Ib I, &Jon ,lev 0 ft-lb 6\i-evAc 0 lb Input data and results must be checked for agreement with the existing circumstances, the standards arid guidelines must be checked for plausibility. Simpso., Strorg-T-e Compary !nc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com t f l _1 I ..r L _1 r-, t. fl {', L.I l t SIMPSON <Figure 2> 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: 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 www.strongtie.com t., rl . SIMPSON Anchor Designer TM Software Version 2.8.7094.0 Re ulting Anchor Forces Anchor Tension load, Nua (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: 714-385-1835 E-mail: AFlores@peica.com Shear load x, VUat (Ib) Shear load y, Vbay (Ib) Shear load combined, 1(Vua,)Z+(Vuay)2 (Ib) 1240,0 1960.0 0.0 1960.0 Sum 1240.0 1960.0 0.0 Maximum concrete compression strain (a/oo): 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'Nr (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'v,< (inch): 0.00 Eccentricity of resultant shear forces in y-axis. e'vy (inch): 0.00 4. Steel Strength of Anchor in Tension (Sec. 17.4.11 Ns a (Ib) q, ONsa (Ib) 8095 0.75 6071 5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.21 Nb = kc2avfchert.5 (Eq. 17.4.2.2a) kc 2a fa (psi) her (in) No (Ib) 17.0 1.00 2500 4.000 6800 0.750N0 = 0.750 (ANc/ANco)Yod.N- c.NY'cp.NNb (Sec. 17.3.1 & Eq. 17.4.2.1a) ANc (in2) Atka (in2 Ce.m(n (in) �etl.N Svc 144.00 144.00 1.000 1.00 6. Adhesive Strength of Anchor in Tension (Sec. 17.4,51 rk,ar = rk.crfshon-termKsat(fc / 2,5O0)"ONse,s rk,cr (psi) fshort-term %usal aN.sers fc (psi) 1402 1,00 1.00 0.90 2500 Nbe = 2 arcrrrdahor(Eq. 17.4,5.2) Aa rcr(psi) do (in) her(in) Alba (Ib) <Figure 3> Y'cp,N 1.000 n No (Ib) 6800 1.00 1262 0,50 4.000 7928 0.750Na = 0.750 (AN e/ANao)Y'ed,Ne`Ycp.NeNba (Sec. 17.3.1 & Eq. 17.4,5.1a) AN, (in2) ANao (in2) cna (in) 205.45 205.45 7.17 ONsust = 0.556Nbe (Eq. 17.3.1,2) 0 Nba(Ib) ONsast (Ib) 0.65 7928 2834 Camin (in) 0.24 Y'ed,Na Y'p,Na 1.000 1.000 rk,cr (psi) 1262 Nao (Ib) 7928 1960.0 0 0.65 0 0.65 0.750Ncb (Ib) 3315 0.750Na (Ib) 3865 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson SF,,r. • ?ie s:;ompan1r ;nc 5956 W. Las Positas Boulevard Pleasanton. CA 94588 Phone: 925,560.9000 Fax: 925,847,3871 www.strongtie.com fl 1- I 'a 2' r1 'L fl >71 J SIMPSON Anchor Designer TM Software Version 2.8.7094.0 8. Steel Strength of Anchor In Shear (Sec. 17.5.1) Vsn (Ib) 4855 Ogroci 1.0 0 0,65 aV,sels 0.80 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 Ogrouta V,sais0Vsa (Ib) 2525 10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.5.31 0Vcp = 0 MinikcpNa ; kcpNcbl = � Mlnikcp(ANa / ANa0) V'ed,Na Wcp,NeNba ; kcp(ANc / A Nco)Ped.N a'cp.NNbi (Sec. 17.3.1 & Eq. 17.5.31 a) kbp At (in2) ANs0 (in2) 'Pectiva Pcp Na Nba (Ib) Nn (Ib) 2.0 205,45 205.45 1,000 1.000 7928 7928 AN c (in2) Arum (in2) 144,00 144,00 'Fed N Pc,N 'Pcp.N Nb (Ib) No (Ib) 1.000 1.000 1.000 6800 6800 0Vcp (Ib) 0.70 9520 11. Results interaction of Tensile and Shear Forces (Sec. R17.61 Tension Factored Load, Na (Ib) Design Strength, oNn (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, Vun (Ib) Design Strength, oVn (Ib) Ratio Status Steel Pryout 1960 2525 0.78 Pass (Governs) 1960 9520 0 21 Pass Interaction check (Nna/pInn)' 044V4 Combined Ratio Permissible Status Sec. R17.6 0.25 0.66 90.8% 1.0 Pass SET-3G w/ 1/2"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 -Tic Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925,847,3671 www.strongtie.com # inc 0111fIlldi iiC 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 CBC, 2017 LABCILACBC RISK II Ip 1.00 F, = 1.00 Rp = 6.0 S = 1.43 a,= 2.5 Sms = 1.43 z 0.0 SOS 0.95 r 1.0 00 2.5 FP (MAX) = 1.6SDslpWp - 1.53 Wp Fp = 0,4a0S0s10(1+2z/r)/R0W0 0.16 Wp Fp (MIN) 0.3S00l2Wp = 0.29 Wp Fp - 0.29 Wp NON-STRUCTURAL UNIT: Water Heater by Intelllhot WEIGHT = 730 lb HEIGHT = 2.50 ft WIDTH = 3.69 ft LENGTH = 7.34 ft WEIGHT = 26.93 psf OVERTURNING ANALYSIS: LATERAL = 209 Ib MOT = 261 Ib-ft MRE = 1213 lb-ft ANCHORAGE NO. ANCHOR = 4 NO. TEN, = 2 ANCHORS NO. SHEAR = 4 ANCHORS TENSION = 0 Ib/ANCHOR SHEAR = 130 lb/ANcHoR NO OVERTURNING I 209 Ib ASCE 7-10 EQ. 13.3-2 ASCE 7-10 EQ. 13.3-1 ASCE 7-10 EQ. 13.3-3 t f 4. ( n fl fl k J fl fl I. 1 J Date: Project Name: Project #: City/St/ZIP: Engineer: Contractor: Key Features -Multiple Stainless (315L) 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 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 a total of over 3000MBH and a 100:1 total turndown ratio Flow (GPM) Int-ellihot K4751, Gen II Submittal Data Tag: Fuel Type: El Natural Gas Propane Factory Option: iNTouoh-BMS Temperature Rise (AT) °F 40 35.4 50 28.4 60 23.6 70 20.3 80 17.7 go 15.8 100 14.2 k Dimensional Specifications f34 0 :'625I 3 7 :95j 12.35) 30.0 j 762) FRONT VIEW 53.1 [1318] 50.7 (1289] 44.3 48.0 [1219] 50.6 (1285) RONT DISPLAY RONT PANEL ORK-LIFT CHANNELS REMOVABLE SIDE PANEL POI -ger-reoi-cc4-1/41 59.7 [1517] 51.5 [1307] 43.6 [1107] 15,0 Ei381) R MOVABLE REAR PANEL 11.9 [302] INA 6" PVC OR PP EXHAUST ---1-1/4" GAS INLET 4-5/8" OD FLANGE 2" WATER OUTLET „----6" PVC OR PP AIR INTAKE FILTERED 2" WATER INLET 6" OD FLANGE 1" PVC CONDENSATE DRAIN 11.3 [286] 7.0 [178] 18.4 [467] REAR VIEW (FRONT) BOTTOM VIEW - 4.9 [126] rot f ut/a" LY 5_pecifications '4;;;Itd6:'45::::AAASAAAAV% Ar4A•A;AAAAAA•Af' A - * 4t, •400401k.,. .4bi0*11**ANNV 4411111111111 Olt-t Type Indoor/Outdoor, Floor Mounted, Condensing, Fully Modulating, On -demand Water Heater Fuel Preset for NG / LP convertible withoUt additional parts Minimum Input (BTUs/hour) 30,000 Maximum Input (BTUs/hour) 751,000 Maximum Output (BTUs/hour) 706,000 Thermal Efficiency 94% Turn Down Ratio (TDR) 25:1 Water Inlet / Outlet Connections 2" Headers with 6" OD Flange Gas Inlet Connection 1-1/4" Gas Inlet With 4-5/8" OD Range Condensate Drain Connection 3/4" Fax PVC Maximum Condensate Flow Rate (GPH) 5.4 Dimensions H X W X D (inches) 67.7 X 30 X 44.3 (18 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) Venting Materials (USA) Sch. 40 PVC, Sch 40 CPVC, Polypropylene, Stainless Steel Venting Materials (Canada) Type BH Gas Vent Classes: II A (PVC), I; B (CPVC), II C (Polypropylene),I(AL 29-4C SS) Vent Size (Diameter) 6" 0 Max 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 5 ft. per 900 elbow and 2 ft. per 45° elbow a Ignition Electronic Spark Ignition 97, Temperature Range 100°F - 190°F 9 Temperature Stability +/- 4°F Installation Location Ambient Temperature 40°F -- 130°F Flame Rod. Thermal Fuse, Overheat Prevention Device. Fan Speed Monitor. Rue 'Temperature Monitor, Safety Blocked Vent Detector. Dual Flame Sensing Water Pressure Min / Max (PSIG) 30 / 160 Pressure Relief Valve 3/4" 0 / Select Btu/h input Rating to match Model NG/LP - Min. Dynamic Gas Pressure (Full Fire) NG/LP - Maximum Static Gas Pressure Gas Pressure for Adjustments Electrical Power Consumption Internal Water Volurne (gallons) zwIMPSANIa0eda4i High Turn Down Built -In Redundancy Cascading Common Venting Heat Exchanger Listing 1'WIgggeWiti21 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) w Int-elliho( 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 0 0 0 25:1 MultipleHeat 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 40IiaiAtldk4iOiziatAeEPBVEVE2iII;ltV:ioafe:Q.7t www.intellihot.corn Intellihot Inc. 2900 W. Main Street Galesburg, IL 61401 877.835.1705 sales©intellihot.com 31.5 20 3 15.8 14.2 10,1 0 8 0 = Designed in the heartland. Built for the world. - AAA (_-,(„,-c 1 4 J 1-7 Cl 7 ! tJ f 7 a.. J f nc 14(11144 IOC 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, 2017 LABCILACBC Fa F„ Ss S, Sms SM1 SOS SO1 Cs (MAX) Cs CS (MIN) Cs (MIN) 1.00 1,50 1.43 0.53 1.43 0.80 0.95 0.53 RISK 11 le 1.00 TANK = SADDLE SUPPORTED 3.0 C = 0.02 0.75 0.08 sec Co= 2.00 S01/(T(R/10) = 2.29 W ASCE 7-10 EQ. 12.8-3 Sost(Rile) 0.32 W ASCE 7-10 EQ. 12.8-2 0.044 Sosle 0.04 W ASCE 7.10 EQ. 12.8-5 0.5 Si/(R/la) 0.09 W ASCE 7-10 EQ 12.8-6 C.= 0.32 W TANK INFORMATION: Feed Tank 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] VVT, CONTENTS 1.12 k dANcHoRs = 3.88 ft WT. TOTAL = 2.12 k OVERTURNING ANALYSIS LATERAL 0.67 k movERTAN,NG = 3,62 k-ft MREsIsrING = 3.00 k-ft MOVERTURNING 0.62 k-ft TENSION 0.16 k NO. RESISTING 2 ANCHORS TENSION x Do = 0.16 k PER ANCHOR SHEAR 0.67 NO. RESISTING = 4 ANCHORS SHEAR x 00 = 0.34 k PER ANCHOR A B O E F G 2 [})j TEMP, GAUGE CHEM12' 12 0 LWCO FLOAT 1' GG 25' ATTENTION IS STRONGLY RECUNMENOED THAT All JONTS, UNONS, NOUNING FASTENERS CONKFCIONS 9E CHI C%ED FOR I"w11NESS AND AUGNrhENI AFTER I4TALLAn0N TOEN'SLFE PROPER PtRFORMANCL 4 IC 6 1 7 1 8 1 9 1 10 j 11 I 12 [ 13 I 14 I 15 1 16 LEA LEFT END 2' - OVERF,OW VENT RIGHT END 1•t12" 2' AKEUP COND. COND RETURN RETURN DRAIN 12' RECIRC U PUMP 112' PUMP 1 1I2' RECIRC 1' u aJ 1 2 1 3 1 4 1 5 1 6 1 7 WARNNG UF➢NG LUGS OR EYES IF PAUNOEO Ca+ INE vESSEL SHALL ONLY DE USED 10 Of 111,E VESSEL 4YMENIIIS 04Y 19MPTYJ UFING VESSEL CONINHNG UDUD COUE0 AFSULTIN DAMAGE TO THE, EOUPMENT ANOVR SEROUS PERSONAL. INJURY PROJECT SHASTA BEVERAGES TUKWILA, WA rJJJ EQUIPMENT CORPORATION MEMONONEE FALLS, MSCONSIN SCALE NONE SIZE 8 1 9 I 10 1 11 1 12 1 13 14 1 15 I 16 TN5 DMNINGIS PROPERTY 0P Pen IOU PMCAT C04PCAA110N, MENCMJMi FAILS, Mt it ES S15JECT TO CHANGE MRIOUT NOTICE AND 19 NOT TORE CORED OR IJ9EOIN MY MAY OETNMENTAI ID MRSE0UPNENICORM7HA00N SUCGESRCNS ANDINf0AMAgON CoN+TNRED CN INS URA'MNGARF NOT IATNCEOTO SUPPLANT NATIONAL CA LOCAL COVES OR UMS DRAWING REV 181220-1143 OD DATE 12.20.2018 SHEET 1 OF 2 , Inc P M 11.UflINC. 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, 2017 LABC/LACBC Fa F„, Ss SI SMS Smi Sos SDI Cs (mAx) Cs CS (MIN) Cs (MN( 1.00 RISK =If 1.50 la = 1,00 1.43 TANK = ELEVATED W/ UNBRACED LEGS = 0.53 R = 2.0 = 1.43 Ct 0.02 = 0,80 x = 0.75 :-- 0.95 T 0.09 sec 0.53 Oo 2.00 S01/(T(R/10) = 2.90 W ASCE 7-10 EQ. 12.8-3 Sps/(R/le) 0,48 W ASCE 7.10 EQ. 12.6-2 0.044 Sosie 0.04 W ASCE 7-10 EQ 12.8-5 0.5 Si/(R/(a) = 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 = 7.63 ft C.O.G. HT. 6.06 ft [TAKEN @ 2/3 FOR SLOSHING] DIAMETER = 1.17 ft d = 0.94 ft EMPTY WT. 0.58 k SUPPORT HT. 2,92 ft CAPACITY 37.65 GAL SPACING = 1.08 ft CONTENTS S.G. 1.0 DENSITY 62.4 pcf on-. CONTENTS = 0.314 k WT. TOTAL = 0.894 k OVERTURNING ANALYSIS LATERAL 0.43 k MOVERTURNING = 2.58 k-ft MRESISTING = 0.37 k-ft MOVERTURNI NG 2.21 k-ft TENSION = 2.36 k NO. RESISTING 1 LEGS TENSION x 00 4.71 k PER LEG SHEAR = 0.43 NO. RESISTING = 3 LEGS SHEAR x 00 = 0.28 k PER LEG SIMPSON ts; Anchor Designer TM Software Version 2.8.7094.0 1.Prolect 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 hrnir, (inch): 5.38 cac (inch): 8.37 • (inch): 1.75 • (inch): 3.00 Company: Plump Engineering, Inc. Date: 2/11/2020 Engineer: AF Page: 1/5 Project: Shasta Beverages - Tukwila, WA Address: 914 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, f'‘ (psi): 2500 LIJc.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 Recommended Anchor Anchor Name: SET-3G - SET-3G w/ 5/80 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 Strang Tie Company Inc, 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com • I f f A A f f SIMPSON Anchor Designer TM f Software Version 2.83094.0 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 00 factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No Strength level loads: N" [Ib]: 4710 V. [Ib]: 280 Vuay [Ib]: 0 [ft-Ib]: 0 Muy [ft-lb]: 0 M. [ft-lb]: 0 <Figure 1> f t_ fl X oft -lb 4710 Ib 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 Oft -lb o tb et•-•• 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 r-- 1.. SIMPSON <Figure 2> 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: AFlores@peica.com 8.00 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility, Sr^,Ps7--1) Simr,-,1 F43 Company. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925,560.9000 Fax; 925.847.3871 www.strongtie.com 7' SIMPSON Anchor DesignerTM Mt, b' Software ---- ---- Version 2.8.7094.0 3. Resulting Anchor Forces Anchor Tension load, N. (Ib) 1 2355.0 2 2355.0 Company: Plump Engineering, Inc. Date: 2/11/2020 Engineer: AF I 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, Vbay (Ib) 0.0 0.0 Shear load combined, 4(Vvax)2.+(V.,)2 (Ib) 140.0 140.0 fl Sum 4710.0 280.0 t (-1 I 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'N. (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'vx (inch): 0,00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 4. Steel Strength 9f Anchor in Tension (Sec. 17.4.11 (Ib) 0 0M,, (lb) 12880 0 75 9660 5. Concrete Breakou Strength of Anchor in Tension (Sec. 17.4.21 A = kcAa'i rch all .5 (Eq. 17.4.2.2a) kc f r (psi) hot (in) Nb (lb) 17.0 1.00 2500 4.000 6800 0.0 280.0 <Figure 3> 0.750Nbbg =0.750 (Ark / A Nco) Wed.ry 'Pcp,NNtr (Sec. 17,3.1 & Eq. 17.4.2.1b) ANc (in) ANT. (in2) cb, (in) Pac,N TertN Vic.N 'Pcp.N Ni (Ib) 6800 0 0.750kb, (Ib) 204.00 144.00 1.000 1.000 1.00 0.65 1.000 4696 6. Adhesive Strength of Anchor in Tension (Sec. 17.4.51 rk = rk,fshon-tem4<s.t(f/2,500)"ani sea Ik,cr (psi) fshort-ferrn K sal aN.seis rb (psi) rk,cr (psi) 1356 1.00 1.00 1.00 2500 0.24 1356 Nbe = A ,ivirdoher(Eq. 17.4.5.2) AB Tcr (psi) d a (in) hbf (in) No. (Ib) 1,00 1356 0.63 4.000 10650 0.750N89 = 0.750 1 A / A 15u 'I' '1" , ,Na . -Na0, . ac,Na - ed,Na - cp,NaNba (Sec. 17.3.1 & Eq. 17.4.5.1b) A rva (in2) ANeO (in2) Gni. (in) cb.b,b, (in) Viec,Na Ted.N9 Tcp,Na, Nba(lb) 0 0.75 Meg (Ib) 394.72 307.10 8.76 1,000 1.000 1,000 10650 0.65 6673 = 0.550Nba (Eq. 17,3.1.2) 43 Na(lb) ONsust (Ib) 0.65 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 T Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560,9000 Fax: 925.847.3871 www.strongtie.com t J SIMPSON Anchor Designer TM Software _ Version 2.8,7094 0 8. Steel Strength of Anchor in Shear (Sec. 17,5.11 Vba (Ib) OgrovI 7730 1.0 0 0 65 av,beis 0.75 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 0g,..aaV.Se,SOVS8 (Ib) 3768 10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.5.3) 011cpg = 0 minikcaVeg kcpNcbgi = minikcp(ANa/ A Mt0)`Pec,Na Wed.Na Wcp.Ne N ; kcp(A / A Nco)11'ec,N Werl,NIK,N (PCp,PINbl (Sec. 17.3.1 & Eq. 17.5.3.1b) kbp A iva (in2) A Na0 (in2) Ped,Na 'Pec,Na Vcp,Na Nc. (lb) N (Ib) 2.0 394.72 307.10 1.000 1.000 1.000 10650 13689 AN, (in2) ANO (in') 'Pec,N Vcdtt Nb (Ib) Nbb (Ib) 204.00 144.00 1.000 Vene (Ib) 13487 1.000 1.000 1.000 6800 9633 0.70 11. Results Jnteraction of Tensile and Shear Forces (Sec. 17.61 Tension Factored Load, Nit. (Ib) Design Strength, oNt (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.b (Ib) Design Strength, oV0 (Ib) Ratio Status Steel Pryout 140 3768 0.04 Pass (Governs) 280 13487 0.02 Pass Interaction check Nub/ON, Vba/0Vb 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/BBM (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. Snpson Strong-T,t. company Inc 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.947.3871 www.strongtie.com • t. t BOILER BOOK BLOWDOWN SEPARATORS r SS Inspection Port 9" Section A -A Model No. MAWP 250 PSIG at 450 F MODEL NO. A20B A34B A56B "H" Dimension 22" 34" 56" "A" Dimension 10" 10-1/4" 11" "I" Inlet size - Determined by blowdown valve size. :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. s_ 1 Max. Wt. 580# HEADS SA5I6-70 SHELL SA53B COUPLINGS SA105 WEAR PLATE SA 240-304 BAFFLES SA240-304 NOZZLES SA53B, SA106-B FINISH RED OXIDE PRIMER Figure 1. Blowdown Separator Dimensions fl LJ BOILER BOOK BLOWDOWN SEPARATORS A B C CWI 6 3 2 3/4 6 3 2-1/2 3/4 7 3-1/2 3 1 7 3-1/2 4 1-1/4 7 3-1/2 5 1-1/2 8 4 6 2 COLD WATER INLET - NPTF NOTE: 1. Temperature regulator valve bulb is installed in lower section of the aftercooler so that the bulb senses mixed water tem- perature. Valve is modulating so that the right amount of cold water is added to cool the drain water to the desired tempera- ture set on the valve. Valve range is 115 to 180 °F. 2. Regulator Valve has composition seat to ensure tight shut-off when not blowing down. Valve should be protected with C.1. Strainer with .045 mesh. 3. CWI = cold water inlet size. 4. 16DS Same as 18DF Without Flanges: Figure 5. Model 5D Dimensions D A 2 22 2-1/2 23 3 24 4 25 5 30 6 34 D A 2 28 2-1/2 30 3 31 4 32 5 33 6 35 A LEE For Screwed or Beveled Connections, Factory Fabricated 2" x 2" x 1/4" Angle Permissible Load 6000 Ibs If 18DF, 16DS, or 20AO Aftercooler is furnished with separator, see dimension chart for separator height "A". "A" dimension is determined by separa- tor drain size "D". This provides adequate height for the aftercooler and elbow when required. "A" dimension will always be 18" when separator is furnished without an aftercooler. For Flanged Connections Factory Fabricated 2" x 2" x 1/4" Angle Permissible Load 6000 Ibs. If 18DF, 16DS, or 20AO Aftercooler is furnished with flanged connections on both ends, use dimen- sion chart to determine separator height "A". "A" dimension will always be 18" when separator is furnished without an aftercooler. Figure 6. Separator Floor Stand f2--/L-6�- on) L 9 • r 1 BOILER BOOK BLOWDOWN SEPARATORS n i-J n LJ n n 1.4 n fl LJ, n fl 1" STRAP A 1 3 5" 1/2" DIA TIGHTENING BOLT 3/4" DIA HOLES HORIZONTAL SUPPORT C FOR MODEL 20 ONLY 13" TYPICAL 111 14.125" SEPARATOR WALL BRACKET 2 X 2 X1/4" ANGLE USE MODEL 20 W120" SEPARATOR USE MODEL 34 W134" 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 t! mail: inforstcleaverbrooks.com Web Ackiress httpl/www.rtedverbrooks.com etF672(=A--c_F SIDEWINDER® FOR WOOD - Horizontal Application t n Y GAS .22P(FxOf;18.0b`bV je.1110lh C 301 /b 614 SW Red Nut Driver Part 68114910 Application Product Features Not less than 2' nominal width (1-1/2') up to 3-1/2' pipe; not less than 3' (2-1/2') nominal width 4' & 5' pipe Minimum 2.1/2' from bottom for branch lines. Minimum 3' from bot- tom for main lines. Exception: This requirement shall not apply to 2' or thicker nailing strips resting on top of steel beams. Floor Joist • 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. 'i Watch a,into damonstranan al j1 www.itwbuldex.com Approvals Rod Part Size Number Screw Ultimate ULTest Box Case Descriptions Pullout (Ibs) Load {lbs) ` Qty Qty 0 1/4' 8019957 3/8" 8020957 3/8' 8021957 318' 8073925 3/8" 8022925 3/8' 8023925 ' May require pre-ddTng. consua joist manufacturer. SWG 200 SWG 10 SWG 20 SWG 20-SS SWG 25-380 SWG 30 1/4 x 2" 1/4 x 1" 1/4x2' 1/4x2' 318 x 2-1/2" 1/4x3" 1725 (Fir) 622 (Fir) 1725 (Fir) 1725 (Fir) 2249 (Fir) 1884 (Fir) 05 850 1500 25 25 25 25 25 25 125 125 125 125 125 125 SAMMYS SWIVEL HEADTM FOR WOOD - Swivel Application #14 Black Nut Driver Part 6 8113910 e14 SH mar,ge tvu` C' 'vp' an 827.3;•C Application Product: Features Approvals Rod' Part Model Screw Ultimate Size Number Descriptions Pullout {lbs) • Eliminates distortion of threaded rod. • Accommodates up to 3 Y2" x 12 pitch roof. • Allows 17° deflection from vertical. Saves time from traditional methods, • Reduces installation costs. Manufactured in the U.S.A. ULTes Load FM TestMin Box Case (lbs) Load (lbs) Thickness Qty Qty 3/8' 8139957 SH-GST 20 1/4 x 2' 1257 (Fir) 1050 1475 25 125 1903 Dim. lumber n 318" 8269957 SH•GSTlCST 20 5l16 x 1.314' 1406 @ 45°ofl vertical 8501500 45° 25 125 Dim. Lumber 903 Dim. Lumber 1/2' 8303957 SH-GST/CST 2.0 5(16 x 1-3/4' 1406 @ 45°off vertical Dim. Lumber May reeve pre-drf::ng; consult joist manufacturer. o(� OFEILEir" CCU 01jL 25 125 To find a distributor near you, ca11800-BUILDEX r LJ LJ n L PLUMP Engineering, Inc. 914 E. KateIla Ave. Anaheim, California 92805 P:714.385.1835 F:714.385.1834 Inc www.peica.com LATERAL ANALYSIS: Conduit Supports Fa = SMS SOS Fp(max) = Fp= Fp(min) = 1.000 Ss = Fa X Ss = 0.67 x SMS = 1 430 1.430 0 953 1.6SosIpW, = 0.4a,Sps1,(1+2z/r)/R,VV, = 0,3SosIpW,= SEISMIC COEF. = VERTICAL COEF. = Conduit I= 1 00 Rp = 6.0 ap = 2.5 z = r = 0 = 1,0 1.0 2.5 1.525 Wp ASCE 7-10 EQ. 13.3-2 0.477 Wp ASCE 7-10 EQ. 13.3-1 0,286 W, ASCE 7-10 EQ. 13 3-3 0.477 W, x 0.70 = 0.334 Wp (ASD) 0.191 Wp x 0.70 = 0.133 IN, (ASD) Max. Weight Qty Total Weight w O. Gravity Transverse Longitudinal Vertical 30 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 Lateral Load Lateral Load Vertical Load 90 lb 905 lb 905 lb 905 lb REACTIONS ROD: N1 - LC6 X 0 lb Y -531 lb Z 0 lb ROD ANCHORAGE PS 603 Angle W/ (1) 1/2" Lag Screw # of Screws = 1 Cd = 1.60 ZALLCW 320 lb Unity 1.04 < 1.05 -) OKI ANCHORAGE - TRAV. BRACE TRAV. BRACE: N2 - LC5 PS 633 Angle W/ (1) 1/2" Lag Screw X 302 Ib # of Screws = 1 Y -308 lb Cd = 1.60 Z 0 lb ZALLCW PARALLEL = 520 Ib RESULTANT 431 Ib ZALLCW PERPENICULAR = 320 Ib 0 = 45 • ZALLow' = 396 Ib Unity = 0.68 < 1.04 OKI ANCHORAGE - LONG. BRACE LONG. BRACE: N3 - LC9 PS 633 Angle WI(1) 1/2" Lag Screw X 0 Ib # of Screws = 1 Y -308 lb Cd = 1.60 Z 302 Ib ZALLOW PARALLEL = 520 lb RESULTANT 431 Ib ZALLCW PERPENICULAR = 320 Ib B = 45 ZALLCW = 396 Ib Unity = 0.68 < 1.0 4 OKI Plump Engineering, Inc. OJ Shasta - Boiler Room Feb 27, 2020 at 2:54 PM S.1911026 S.1911026 Conduit Support.r3d ( r n LJ fl -) LJ r n I- I _ 1 7-1 _1 171 n Li Plump Engineering, Inc. OJ Shasta - Boiler Room Feb 27, 2020 at 2:54 PM S.1911026 S.1911026 Conduit Support.r3d Plump Engineering, Inc. OJ Shasta - Boiler Room Feb 27, 2020 at 2:54 PM 1026 S.1911026 Conduit Support.r3d r-) z x LJ n L-1 F n fl 1-61 fl 077 kJ LJ 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 •90 Loads: BLC 2, ELX b Plump Engineering, Inc. OJ Shasta - Boiler Room Feb 27, 2020 at 2:54 PM S.1911026 S.1911026 Conduit Support.r3d L.t oads: BLC 3, ELZ Plump Engineering, Inc. 0 Shasta - Boiler Room Feb 27, 2020 at 2:54 PM S.1911026 S.1911026 Conduit Support.r3d z x Loads: BLC 4, EV Plump Engineering, Inc. OJ Shasta - Boiler Room Feb 27, 2020 at 2:54 PM S.1911026 5.1911026 Conduit Support.r3d -^ t J [l u <� f'l r � �J L- J ^' r� ^' r� �l L-J r� L- J rl .-1 rl .--d Company Plump Engineering, Inc. Feb 27.2V2U Designer OJ 2:55PW Job Number S.1911026 Checked By: GMP ^~J,"p Model Name : Shasta ' Boiler Room Model Settims Display Sections for Member Co|cs 3 Max Internal Sections for Member Cm|ns 88 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes }ndudeVVorAinq? Yes Trans Load BtwnIntersecting Wood Wall? Yon Area Load Mesh (in^%) 144 yNerqeTu|enanco (in) .12 P'De|to Analysis Tolerance 0.50Y6 Include p'Oo|tmfor Walls? Yen Automatically Iterate Stiffness for Walls? No Max Iterations for Wall Stiffness 3 Gravity Acceleration (in/yeo^2) 386.4 Wall Mesh Size (in) 12 Eigennn/utionConvergence Toi(1.E') 4 Vertical Axis Y Global Member Orientation Plane X2 Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AJSC14th(360'1U):ASD Yes(Iterative) AdiustStiffness? R|SAConnechnnCodo A|SC14th(36O'10):ASD Cold Formed Steel Code A|S|S10U'12:ASO Wood Code AWCNDG45:ASD Wood Temperature <1U0F Concrete Code AC{318'14 Masonry Code AC|530'13:AGD Aluminum Code AAADyW1'10:A8D ' Building Stainless Steel Code A(8C 1/Nh(368'10):ASO Yes(iterative) Adjust Stiffness? Number ofShear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method Exa6t Integration Pu,meBeta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? No Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diann, Spacing? No Concrete Rebo,8et REBAR SETASTyNA615 yN|n 56 Steel for Column 1 Max % Steel for Column 8 .� r� R|SA'3DVersion 17.O.2 [J:\R|SA'3D\2O1S\S.1S11028Conduit Support.r3d] Page Company Plump Engineering, Inc. Feb 27.2V2n Designer [V 2:55PN Job Number S.1911020 Checked By: GMP W,Afl,p Model Name : Gxasm-BoUerRoom Model Settincts,Contimeed Seismic Code A8CE7'10 Seismic Base Elevation (in) Not Entered Add Base Weight? Yes CXX D C(Z U TX(omu) Not Entered TZ (sec) Not Entered RX 1 RZ 1 CtExp. X O CtExp. Z U GD1 Q SOS 0 S1 O TL(swc) Not Entered Risk tat | orU Drift Cat Other Om� 1 Om 1 CdZ 1 CdX 1 Rho 1 Rho 1 Footing Overturning Safety Factor 1.5 Optimize forDTK4/S|idinQ No Check Concrete Bearing Yes Footing Concrete Weight (Wft^3) .145 Footing Concrete fo(kui) Footing Concrete Ec(ksi) _3 4000 Lambda 1 Footing Steel fy (kni) 80 Minimum Steel 0,0018 Maximum Steel 0.0075 Footing Top Bar #G Footing Top Bar Cover (in) 3.5 Footing Bottom Bar #G Footing Bottom Bar Cover (in) 3.5 Pedestal Bar #8 Pedestal Bar Cover (in) 1.5 Pedestal Ties #3 Basic Load Cases oamo ry 1 OL OL '1 1 2 ELX ELX 1 3 ELZ ELZ 1 4 EV DL1 1 Joint Loads and Enforced Displacements (BLC 1 : DO Joint Label 1 Direction Y uognitudo0Wu-ft),Un.radi(lb^x"2Yin,|u^x"2`in)] -90 Joint Loads and Enforced Displacements(BLC 2: EPQ R>3A'3OVersion 17.O.2 [J:\R|SA'3O\201A\S1Q11U2GConduit Support.r3d] Page r 1 C r r-) r- L_J LJ 5-J 5-J n 5-J r-, Company : Plump Engineering, Inc, Designer : OJ Job Number S.1911026 Model Name : Shasta - Boiler Room Feb 27, 2020 2:55 PM Checked By: GMP Joint Loads and Enforced Displacements (BLC 2 : ELX) (Continued) 1 Joint Label N4 L D M Direction Magnitude[Ob Ib-ft) (in rad), Ob*s^2/in lb*s^2`in L -905 )1 Joint Loads and Enforced Displacements (BLC 3 : ELZ) Joint Label N4 L Z -905 Joint Loads and Enforced Displacements (BLC 4 : EV) 1 1 Joint Label N4 L.D M L Direction Y Magnitude[(Ib lb-ft). (lived). Ob's^2/in. lb*s^21n11 -905 Load Combinations 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 YQS 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 MemberShaoe Code e 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...z \3181.189056.... 295.003374.419 1 1 .6 C5.2„.. 3 M3 P5200 .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 Axialllbl LC v Sh b v- 1 M1 1 max 322.077 g 0 9 0 9 0 9 0 9 0 9 2 min -523.267 2 0 1 0 10101 0 1 3 2 max 318.334 g 0 9 0 9 0 9 0 9 0 9 4 min -527.01 2 0 1 0 10101 0 1 5 3 max 314.591 g 0 9 0 9 0 9 0 9 0 9 6 min -530.753 2 0 1 0 10101 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 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 11 3 max 423.756 2 0 9 3.743 9 0 9 0 9 0 9 12 min -431.25 5 0 13.74310101 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 1-3.74310101 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 13.74310101 0 1 RISA-3D Version 17.0.2 PARISA-3D12019\S.1911026 Conduit Support.r3dJ Page 3 r Company : Plump Engineering, Inc. Designer : OJ Job Number : S.1911026 ,7,y„Q, Model Name : Shasta - Boiler Room Feb 27, 2020 2:55 PM Checked By: GMP Joint Reactions (By Combination) LC Joint Label MX flb-ftl 1 1 N1 0 108.073 0 0 0 0 2 1 N2 0 5.293 Q 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 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 -297.003 -.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 2$ 6 N3 -.01 -297,012 302.27 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 0 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 -73.837 .004 0 0 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 rl LC Z fl X llb-ftl LC MY IIb- MZ I ft 1 N1 max .023 5 530.753 6 .023 9 0 9 0 I 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 9 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 0 1 0 1 RISA-3D Version 17.0.2 [J:\RISA-3D\2019\S.1911026 Conduit Support.r3d] Page 4 Company Plump Engineering, Inc. Designer OJ Job Number : S.1911026 Model Name : Shasta - Boiler Room Feb 27, 2020 2:55 PM Checked By: GMP Envelope Joint Reactions (Continued) 7 8 Joint X OW LC Y [Ibi LC Z jlbj LC MX jib-ft] LC MY lb-ftj LC MZ [Ib-ftj LC Totals: max min 302.27 -302.27 3 4 239.025 -1.705 8 3 302.27 -302.27 7 8 RISA-3D Version 17.0.2 [JARISA-3D12019 1026 Conduit Support.r3dj Page 5 0 OVERFLOW 2" MAKEUP FLOAT 0 CHEM 112' LWCO FLOAT 1' e 112' GG TEMP, GAUGE 112' Q GG 117 TYPICAL SUCTION RUNG ATE ITIS STRONGLY RECOMMENCED TAT kl1(1NTs. UMONS.MICU'1INGFASTF.NERS. ANDCONNECIONS BE CLICKED FORTIGHIMESSAND MIGNMENT AFTER INSTAIUTON 10 ENSURE PROPER PERFORMANCE { 2 I 3 f 4 LEFT END 2' VENT `OVERFLOW r DRAIN 1112' RECIRC 1' 1.112" MAKEUP PUMP 1112' <U RECIRC 1' RIGHT ENO Ar SERACE SEANCE WARN Ma LIFTING LUGS OR.EYESIF WAND ON THE VEEat SHAH D 1 Y BE USED 10 JFT THE VESSEL m1ENITIS NT (EMPTY]. IIFlLNG VESSEL Ot CRINGUDUD COM RESULT M WAGE TONE E JPMIFNT MOO SEROVE KO,* INJURY.. 'ROJECT SIIASTA BEVERAGES TUKWILA, WA 14 1 15 1 16 A H 1 nc 11111111111 INC PLUMP Engineering, Inc. 914 E. KateIla Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 www,peica.cm LATERAL ANALYSIS: SEISMIC LOAD: 2015 IBC, 2016 CBC, 2017 LABC/LACBC F,, Ss SI SMS SM1 SDS SD1 CS (MAX) Cs Cs (MIN1 Cs (MIN) 1.00 RISK II 1.50 I, = 1.00 1.43 TANK ELEVATED W/ UNBRACED LEGS 0,53 R = 2.0 1.43 = 0.02 0.80 x = 0.75 0.95 T = 0.09 sec 0.53 Qo = 2.00 Spi/(T(R/le)) 2.90 W ASCE 7-10 EQ. 12.8-3 S0s/(F2/10 = 0.48 W ASCE 7-10 EQ. 12.8-2 0.044 Sosla = 0.04 W ASCE 7-10 EQ. 12.8-5 0.5 Si/(Rile) = 0.13 W ASCE 7-10 EQ, 12.8-6 C,= 0.48 W TANK INFORMATION: Blowdown Separator, Model No. A56B by Cleaver Brooks HEIGHT 7.63 ft C.O.G. HT. = 6.06 ft [TAKEN @ 2/3 FOR SLOSHING] DIAMETER 1,17 ft d = 0.94 ft EMPTY WT 0.58 k SUPPORT HT. = 2.92 ft CAPACITY 37.65 GAL SPACING = 1.08 ft CONTENTS = S.G. 1,0 DENSITY = 62.4 pcf WT. CONTENTS 0.314 k WT. TOTAL 0,894 k OVERTURNING ANALYSIS LATERAL = 0.43 k "OVERTURNING 2.58 k-ft 0,37 k-ft "RESISTING "OVERTURNING 2.21 k-ft TENSION = 2.36 k NO. RESISTING 1 LEGS TENSION x no = 4.71 k PER LEG SHEAR 0.43 NO. RESISTING = 3 LEGS SHEAR x Go 0.28 k PER LEG SIMPSON <Figure 2> 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: AFlores@peica.com nrit.3 data and results must be checked for agreement with the oasting •sccumstances the standards and guidelines must be checked for plausitkiity. 5956 W. Las Positas Boulevard Pleasanton CA 14588 Plies: 925 560.9000 Fax: 925 347 3871 WW,A' strongtie cam SIMPSON Strong -Tie Anchor DesignerTM Software Version 2.8.7094.0 3. Resulting Anchor Forces Anchor Tension load, No. (Ib) 2 Company: Plump Engineering, Inc. Date: 2/11/2020 Engineer: AF Page: 4/5 Project: Shasta Beverages - Tukwila, WA Address: 914 E. KateIla Ave Phone: 714-385-1835 E-mail: AFlores©peica.com Shear load x, V. (Ib) 2355.0 140.0 2355.0 140.0 Shear load y, V...y (Ib) 0.0 0.0 Shear load combined. )4V..02+(Vv.y)2 (Ib) 140.0 140.0 Sum 4710.0 280.0 0.0 Maximum concrete compression strain (960: 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'N. (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'N. (inch): 0,00 Eccentricity of resultant shear forces in x-axis, co.u. (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'uy (inch): 0,00 4. Steel Strength of Anchor in Tension (Sec, 17.4.1) N. (Ib) 0 ONss (Ib) 12880 0 75 9660 5, Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2) ND = kviaN Cchefi 5 (Eq. 17.4.2.2a) kc f (psi) her (in) N. (Ib) 17.0 1.00 2500 4.000 6800 <Figure 3> 280.0 0.750Ncryg =0.750 (An lc/ ANco)g'ec,N Visci.N 'Pc,NIPc.p.NNo (Sec. 17.3.1 & Eq. 17.4.2.1b) Atic (in2) AN. (in2) co,... (in) V'ec,N Fad.N 'Pc,N Vicp,N N. (Ib) 0 0.750N..9 (Ib) 204.00 144.00 1.000 1.000 1.00 1.000 6800 0.65 4696 6. Adhesive Strenath of Anchor In Tension (Sec. 17.4.5) rk,cr = rk,crf shortgermK sal (f 'c / 2,500)^ani seos TM, CT (psi) f shorr-tear Kset aN.seis rc (psi) n n,,, (psi) 1356 1.00 1.00 1.00 2500 0.24 1356 N be = A rvn-d.her(Eq. 17.4.5.2) 2 r., (psi) da (in) her (in) N.. (Ib) 1.00 1356 0.63 4.000 10650 0.750%9 = 0.75 IA I A OP W 4' ,..Na . -Na0 , - ac,Na - ad,Na - cp,Na /Vb. (Sec. 17.3.1 & Eq. 17.4.5.1b) Apia (in2) AN.0(in2) Cm, (in) ca,,.., (in) Tema V'ed,Na Tcp,Na Nba(lb) 0 0.750/.. (Ib) 394.72 307.10 8.76 1.000 1.000 1.000 10650 0.65 6673 0Naust = 0.550N.. (Eq. 17.3.1.2) 0 N..(14) ONsusi (lb) 0.65 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.li Cornoany Ir.c. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847,3871 www.strongtie.com SIMPSON Anchor DesignerTM Software Version 2.8.7094.0 Company: Plump Engineering, Inc. Date: 2/11/2020 Engineer: AF Page: 5/5 Project: Shasta everages - Tukwila, WA Address: 914 E. KateIla Ave Phone: 714-385-1835 E-mail: AFlorestgpeica,com B. Steel Strenath of Anchor In ShearlSec 17.5 11 V.. (lb) 0g,00 0 a V,seis OgmulaV,seis0Vse (Ib) 7730 1.0 0.65 0.75 3768 10. Concrete Pryout Strength of Anchor In Shear (Sec. 17.5.3) 014pg = 0 minIkcpNw ; kcpNcbgj = � Minlk cp(A Na / ANa0)W. ec,Ne ed,N8 cp,NaNba ; kcp(ANG I ANbo)pc,N Perd,N c,N cp,ry, Nib (Sec, 17.3.1 & Eq. 17.5.3.1b) kcp AN IT (in2) ANe0 (in2) SPetl,Na Yiec,Ne 'Pcp,Ne Ma (Ib) No (Ib) 2,0 394.72 307,10 1.000 1.000 1.000 10650 13689 ANC (in2) Arv. (1n2) Wed.N 204,00 144,00 1.000 1.000 0Vcpg (Ib) 13487 V'c.N 1.000 LPcp,N Nb (lb) No, (lb) 0 1.000 6800 9633 0.70 11. Results Interaction of Tensile and Shear Forces (Sec. 17.6.1 Tension Factored Load, Nu. (Ib) Design Strength, otst, (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, Va (lb) Design Strength, Min (Ib) Ratio Status Steel Pryout 140 3766 0.04 Pass (Governs) 280 13487 0,02 Pass Interaction check A/../p/r, V./Otin Combined Ratio Permissible Status Sec. 17.6..1 1.00 0.00 100.3c/. 1.0 Pass SET-3G wl 5/813 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. S!mdson Strong -Tie Company Inc 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847,3871 bvww,strongbe,com BOILER BOOK BLOWDOWN SEPARATORS SS Wear Plat Inspection Port 9" Section A -A Model No, MAWP 250 PSIG at 450 F MODEL NO. A208 A34B A56B "H" Dimension 22" 34" 56" "A" Dimension 10" 10-1/4" 11" Inlet size — Determined by blowdown valve size. :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. Max. Wt. 580# HEADS SA516-70 SHELL SA53B COUPLINGS SA105 WEAR PLATE SA240-304 BAFFLES SA240-304 NOZZLES SA53B, SA 106-B FINISH RED OXIDE PRIMER Figure 1. Blowdown Separator Dimensions roe etfob' 0/14-y BOILER BOOK BL0VVDOVVNSEPARATORS A 8 c cwA a 3 z lw o 3 z'm 3w 7 gu 3 | 7 3'1/2 4 1'1/4 7 ]'|u 5 |'/o 0 ^ o 2 1. Temperature regulator valve bulb is installed in lower section of the aftercooler so that the bulb perature. Valve is modulating so that the right amount of cold water is added to cool the drain water to the desired tempera- ture set on the valve. Valve range is 115 to 180 *F. 2. Regulator Valve has composition seat to ensure tight shut-off when not blowing down. Valve should beprotected withC.1 Strainer with .045 mesh. x, GW|=cold water inlet size. *.1000Same oo1ooFWithout Flanges. �ure 5.&odel 5D Dimensions o A z 22 z'|o 23 3 24 4 25 5 30 6 ]4 m A z 28 I''/2 30 3 a 4 32 5 o 6 35 For Screwed orBeveled Connections, Factory Fabricated 2"x2^x1/4^Angle Permissible Load 8UOU|bo K1OOF 16DS.or20AC,Aftermooleris furnished with separator, see dimension chart for separator height "A". �"dimension isdetermined bysepara- tor drain size ^ID". This provides adequate height for the oftemoo/erand elbow when required. "A"dimension will always be18^when separator is furnished without anahor000/mc For Flanged Connections Factory Fabricated 2^x 2"x1N"Angle Permissible Load 8800|bs. If18DF,1GDS.ur20AOA#orcom|eriofurnished with flanged connections unboth ends, use dimen- sion oharttmdm0enn|nenepenatorheight7\". "A''dimension will always be18^when separator io furnished without anaftercou1uc Figure 6. Separator Floor Stand BOILER BOOK BLOWDOWN SEPARATORS 1" STRAP 1/2" DIA TIGHTENING BOLT 0.....111.111r+00.01,er 3/4" DIA HOLES HORIZONTAL SUPPORT C FOR MODEL 20 ONLY +114, C I 1 13" I A TYPICAL 1 1 3 5" 1 I - 14,12 " SEPARATOR WALL BRACKET 2 X 2 X I/4" ANGLE USE MODEL 20 W/20" SEPARATOR USE MODEL 34 W/34" SEPARATOR USE MODFL 56 W/56" S EP ARATOR 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 I( X Of ; )8.06/10 t.11-6; ib 4 3o0 /17 0 '0 ()Oft? 814 SW Red Nut Driver Part #8114910 • may r • No pre-drifling 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. WWatch x*n dencn*afico at w.ltwbuiklaccom Application Product Features Not less than 2" nominal width (1.1121 up to 3-1/2' pipe; not less then 3' (2-1/2') nominal width 4'8 5' pipe 4-0 Minimum 2.1/2' from bottom for branch iinas, Minimum 3' from hot. tom for main fines. Exception: This requirement shall riot apply to 2" or thicker nailing strips resting on top of steel beams. F Rod Part Approvals Size Number HORIZONTAL MOUNT Model Screw Ultimate UL Test Box Case Descriptions Pullout Ibs) Load dtao) Qty 1/4' 8019957 3/88020957 3/8" 8021957 3/8" 5073925 3/8" 8022925 3/8' 8023925 pre -drilling; °mutt joist manufacturer. SWG 200 SWG 10 SWG 20 SWG 20-SS SWG 25-380 SWG 30 1/4 x 2" 1/4 1/4 x 2" 1/4x 2' 318 x 2-1/2" 1/4 x 3" 1725 (Fir) 622 (Fir) 1725 (Fir) 1725 (Fir) 2249 (Fir) 1884 (F1r) 850 1500 25 25 25 25 25 25 125 125 125 125 125 125 SAMMYS SWIVEL HEAD' FOR WOOD - Swivel Application #14 Black Nut Driver part II 8113910 414 SH Orange Nut Driver Parl 4 0273910 Application Product Features S*441411.!,0, 1640401ff ( ) • Eliminates distortion of threaded rod, • Accommodates up to 3 'A" x 12 pitch roo • Allows 17° deflection from vertical. • Saves time from traditional methods. • Reduces installation costs. • Manufactured in the USA, Rod Part APProv31.i Sara: Numb SWIVEL MOUNT Mocha Screw Ultimate UL Test Load FM Test Min Box Das, Deamplaans Pullout ;Ibay) dh Load (Ws( Thickup,r, Qty Qty 3/8' B1357 SH-GST 20 1/4 x 2' 1257 (Fir) 1903 Dim. Lumber 8269957 Sli-GS11CST 20 5/16 x 1406 (I) 45"off vertical Dire Lumbef 903 Dim. Lumber 1/2" 8303957 SI-I-GST/CST 2.0 5/16 x 1-3/4' 1406 @ 45'o11 vertical Dim. Lumber ' May requite pre -drilling; consuttpdiet manufacturer. 1050 1500 850 45* 1475 25 125 25 125 25 125 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 Sos = Fp(max) = Fp= Fp(min) = 1.000 Ss = Fp x Ss = 0.67 x SMS 1.430 ip = 1.00 z = 1.0 1.430 Rp = 6.0 r = 1 , 0 0.953 ap = 2.5 0 = 2.5 1.6S051pWp = 0.4a,SDslp(1+2z/r)/RpWp = 0.3SpsIpWp= SEISMIC COEF. VERTICAL COEF. Conduit 1.525 Wp ASCE 7-10 EQ. 13 3-2 0.477 Wp ASCE 7-10 EQ. 13 3-1 0,286 Wp ASCE 7-10 EQ, 13 3-3 0.477 W, x 0.70 = 0.334 W (ASD) 0.191 Wp x 0.70 = 0.133 Wp (ASD) Max, Weight Qty Total Weight Gravity Transverse Longitudinal Vertical 30 Stearn 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 Lateral Load Lateral Load Vertical Load 90 Ib 905 Ib 905 lb 906 Ib E .c REACTIONS ROD: Ni - LC6 X 0 lb Y -531 Ib Z 0 lb TRAV. BRACE: N2 - LC5 X 302 lb Y -306 lb Z 0 lb RESULTANT 431 lb ROD ANCHORAGE PS 603 Angle WI (1) 1/2" Lag Screw # of Screws = 1 Cd • 1.80 Zsiu.ow = 320 lb Unity = 1,04 < 1.05 4 OKI ANCHORAGE - TRAV. B ACE PS 633 Angle W/ (1) 1/2" Lag Screw # of Screws = 1 cd ZALLOW PARALLEL ZALLOW PERPENICULAR 8 ZALLOW' Unity 1.80 • 520 lb • 320 lb 45 • 396 lb • 0.68 < 1.0 4 OKI ANCHORAGE - LONG. BRACE LONG. BRACE: N3 - LC9 PS 633 Angle W/ (1) 1/2" Lag Screw X 0 Ib # of Screws = 1 Y -308 lb Cd = 1.60 Z 302 lb ZALLOW PARALLEL = 520 lb RESULTANT 431 Ib ZALLOW PERPENIGULAR = 320 lb 8 = 45 • ZALLPVV• ' 396 lb Unity = 0.68 < 1.0 9 OKI Plump Engineering, Inc. OJ Shasta - Boiler Room Feb 27, 2020 at 2:54 PM S.1911026 S.1911026 Conduit Support.r3d Plump Engineering, Inc. OJ Shasta - Boiler Room Feb 27, 2020 at 2:54 PM S.1911026 S.1911026 Conduit Support.r3d Y Plump Engineering, Inc. OJ Shasta - Boiler Room Feb 27, 2020 at 2:54 PM S.1911026 5.1911026 Conduit Support.r3d Loads: BLC 1, DL Plump Engineering, Inc. OJ Shasta - Boiler Room Feb 27, 2020 at 2:54 PM S.1911026 S.1911026 Conduit Support.r3d X Loads: BLC 2, ELX , Plump Engineering, Inc. of Shasta - Boiler Room Feb 27, 2020 at 2:54 PM S.1911026 1911026 Ccnduit Support.r3d Loads: BLC 3, ELZ Plump Engineering, Inc. 0 Shasta - Boiler Room Feb 27, 2020 at 2:54 PM S,1g11026 5,1911026 Conduit Supportr3d Loads: BLC 4, EV Plump Engineering, Inc. ©J Shasta - Boiler Room Feb 27, 2020 at 2:54 PM S.1911026 S.1911026 Conduit Support,r3d Company : Plump Engineering, Inc. Designer : OJ Job Number : S.1911026 ,p Model Name : Shasta - Boiler Room Feb 27, 2020 2:55 PM Checked By: GMP (Global) Model Settings Display Sections for Member Calcs 3 Max Internal Sections for Member Calcs 99 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (inA2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? No Max Iterations for Wall Stiffness Gravity Acceleration (in/secA2) 386.4 Wall Mesh Size (in) 12 Eigensolution Convergence Tol. (1.E-) 4 Vertical Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Stoet Code AISC 14th(360-10): ASD Adjust Stiffness? Yes(Iterative) RISAConnection Code AISC 14th(360-10): ASD Cold Formed Steel Code AISI S100-12: ASD Wood Code AWC NDS-15: ASD Wood Temperature < 100F Concrete Code ACI 318-14 Masonry Code ACI 530-13: ASD Aluminum Code AA ADM1-10: ASD - Building Stainless Steel Code AISC 14th(360-10): ASD Adjust Stiffness? Yes(Iterative) Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method Exact Integration Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? No Bad Framing Wamings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Cone e e Rebar Set REBAR SET ASTMA615 Min % Steel for Column Max % Steel for Column 8 RISA-3D Version 17.0.2 PARISA-30120191S.1911026 Conduit Support.r3d1 Page 1 Company : Plump Engineering, Inc, Designer : OJ Job Number : S1911026 Model Name : Shasta - Boiler Room Feb 27, 2020 2:55 PM Checked By: GMP (Global) Model Settinac.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 R Z 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 1 om X 1 d Z d X -ho Z -ho X ooting Overturning Safety Factor 1.5 optimize for OTM/Sliding No heck Concrete Bearing Yes ooting Concrete Weight (1003) .145 ooting Concrete fc (ksi) 3 ooting Concrete Ec (ksi) 4000 ambda voting Steel fy (ksi) 60 inimum Steel 0.0018 aximum Steel 0.0075 ooting Top Bar #6 ooting Top Bar Cover (in) 3.5 Footing Bottom Bar #6 Footing Bottom Bar Cover (in) 3.5 Pedestal Bar #6 Pedestal Bar Cover (in) 1.5 Pedestal Ties #3 Basic Load Cases 1 BLC Description DL o t ,Distr b, ArealMemb Surface(P Category Gra .,Y Gra, ,Z Gray Joint Pin DL -1 2 4 ELX ELZ EV ELX ELZ OL1 Joint Loads and Enforced Displacements (BLC I : Joint Label L,p.m Direction I 1 Join( Loads and Enforced Displacements (BLC 2 : ELX) Magnitude[(lb lb-ft) (in rad) (1b*s^2/in. lb*s^21n11 RISA-3D Version 17.0.2 J:\RISA-30120191S.1911026 Conduit Support.r3d Page 2 Company : Plump Engineering, Inc. Designer : OJ Job Number : S.1911026 .PI Model 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 Magnitudei(Ib.lb-ft), fin,racil, (113"s^2/in. N4 X Joint Loads and Enforced Displacements (BLC 3 : ELI) -905 Joint Label L,D.M Direction Magnitudeffib.lb-ft). ()mad). Ub"s"2/in. Venn)] 1 N4 L -905 1 Joint Loads and Enforced Displacements (BLC 4 : EV) Joint Label L D.M Direction N4 Magnitudej(lb lb-ft). fin rad). (lb*s^2/in, lb*s"2*In)i -905 Load Combinations n Solve PD.. SR.. BLC Fa.,. BLC Factor BLC Factor BLC Fact 1 DL Yes 2 DL+ELX+EV Yes C DL 1 ELX ,334 OL1 .133 PL+ELX-EV Yes C DL 1 ELX .334 OL1 -,133 4 DL-ELX+ V Yes C DL 1 ELX -.334 OL1 .133 5 DL-ELX- V Yes C DL 1 ELX -.334 OL1 -,133 6 p +E Z+ .V Yes C DL 1 ELZ .334 OL1 .133 7 DL+ELZ-EV Yes C DL 1 ELZ .34 OL1 -.133 8 DL-ELZ+EV Yes C OL 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 PS200 .071 0 9 .000 0 v 9 4542,... 9056....285.356374.786 1 .6 .6 C5.2.„. 2 M2 PS200 .154 32.5... Z 002 67.8. 9 3181.1890 6.... 295.003374.419 1 1 ,6 C5.2.... 3 M3 PS200 .154 32.5... 6 .002 67.8...z 9 3181.1890 6....295.003374.419 1 1 .6 C5.2.... Envelope Member Section Forces v-v z-z n 1 - M1 1 max 322.077 g 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 ' -527.01 2 0 1 0 1 0 1 0 1 0 1 5 3 rnx 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 8 min -423.764 0 1 -3.743 1 0 1 0 1 0 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 jnin -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 jnirt -427.507 9 0 1 0 1 0 1 -5.293 1 0 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 PARISA-3D\2019‘S.1911026 Conduit Support di Page 3 Company : Plump Engineering, Inc. Designer : OJ Job Number : S.1911026 Sr Model Name : Shasta - Boiler Room Feb 27, 2020 2:55 PM Checked By: GMP Joint Reactions (Bv Combination) 3 4 5 7 6 9 10 11 12 LC Joint Label X pb1 Y pb] 1 1 1 N1 N2 N3 Totals: COG (in): Ni, N2 N3 Total COG (in): N1 N2 0 108.073 0 5.293 0 5.293 0 118.66 Z [Ib] 0 0 0 )( 2.141 Y: 5.797 Z: -2.141 0 530.753 302.27 0 -297.012 0 -.01 5.284 .01 302.27 - 239.025 0 X: -1.063 Y: 2.878 Z; -1.063 0 290.01 0 302.27 -297.003 -.005 MX [Ib-ftl MY [lb-ftj 0,. 0 0 0 MZ [Ib-ftl 0 0 0 0 13 14 15 16 17 18 19 20 21 4 4 4 N3 0 5.288 .005 Totals: I 302.27 -1.705 0 COG (in): N1 N2 N3 X: 149.027 Y: -403.433 Z: 149,027 .004 -73.837 -302.274 307.568 4 Totals: ]-302.27 4 COG (in): ( X: -1.063 N1 i .023 0 5.294 0 239.025 0 2.878 Z: -1.063 -314.591 .006 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 23 24 25 5 N2 N3 -302.293 Totals: !-302.27 5 COG (in): IX; 149.027 27 6 N1 N2 0 .01 307.586 0 5.3 -.006 -1.705 0 Y:-403.433 Z: 149,027 530.753 0 5.284 0 0 0 0 0 0 0 0 0 0 0 0 0 28 29 30 31 6 N3 1 -.01 Totals: 1 0 -297,012 302 27 239.025 302.27 0 0 0 6 COG (in): X: -1.063 7 N1 [ 0 Y: 2.878 Z. -1 063 290.01 0 0 0 0 32 33 35 36 37 39 ..40 41 42 43 44 45 7 7 7 . N2 1 .005 5 288 0 0 0 N3 i -.005 Totals 0 COG (in): X: 149.027 Ni 1 0 N2 N3 1 0 8 Totals: 0 COG (in): ( X: -1.063 Ni N2 N3 9 Totals: COG (in): .006 - 006 0 -297.003 , 302.27 -1 705 302 27 0 0 0 Y:-403.433 Z: 149,027 -73.837 004 0 0 5.294 0 307.568 -302.274 239.025 .-302.27 Y. 2 878 Z. -1 063 -314,591 .023 0 0 0 0 0 0 0 0 0 0 0 0 0 'X: 149.027 anvelope Joint Reactions 2 4 Joint N1 N2 N3 307.586 302.293 -1.705 -302.27 Y;-403.433 ? Z: 149.027 I X [Ib] LC Y[Ibj LC max .023 5 530.753 min, max. min max min 0 302.27 -302.293 0 -.01 1 3 5 9 6 -314.591 307.586 -297.012 307.586 -297.012 6 5 5 2 6 0 Z [Ib) LC MXJJb ftj LC MY Ijb-ft] .023 9 0 9 0 0 0 -.01 302.27 -302.293 9 2 7 0 0 0 0 0 1 9 0 0 0 0 11 0 LC 9 1 9 1 9 1 MZ [Ib-ft1 LC 0 9 0 0 0 0 0 1 9 9 1 RISA-3D Version 17.0.2 [J:\RISA-3D12019\S.1911026 Conduit Support.r3d] Page 4 Company : Plump Engineering, Inc. Designer OJ Job Number : 5.1911026 Model Name : Shasta - Boiler Room Feb 27, 2020 2:55 PM Checked By: GMP Envelope Joint Reactions (Continued) 7 8 Totals: Joint X PI Lc Y fib] LC maxi 302.27 min i -302.27 1 4 239.025 -1.705 ZI1b1 LC MX pb-ft.1 J..0 MY pb-tu LC 302.27 -302.27 8 MZ Vb ft1 LC RISA-3D Version 17.0.2 [JARISA-3D120191S.1911026 Conduit Support.r3dl Page 5 J 0 r 0 N c v 0 a D 0 0 X Plump Engineering Inc. OJ SK-3 Apr 01, 2021 S.1911026 Louver Support.r3d z x Loads: BLC 1, DL (2) LAYERS OF 5/8" GYP = 6.25 PSF, USE 7PSF 200# LOUVER / (8'X6') = 4.17 PSF, USE 5 PSF Plump Engineering Inc. QJ SK-4 Apr 01, 2021 S.1911026 Louver Support.r3d x ,0 00F k,ff Loads: BLC 2, WL INTERIOR WIND = 5 PSF Plump Engineering Inc. OJ SK-5 Apr 01, 2021 S.1911026 Louver Support.r3d IMember Code Checks Displayed Results for LC 1, DL + WL Plump Engineering Inc. Code Check (LC 1) No Calc >1.9 .90-1.0 75- 90 e' -50.75 0.-.50 OJ SK-6 Apr 01, 2021 S.1911026 Louver Support.r3d Company : Plump Engineering Inc. i' R ISA Designer : OJ Job Number „ ,:. Model Name : 4/1/2021 2:55:13 PM Checked By : Model Settings Solution Members Number of Reported Sections 5 Number of Internal Sections 100 Member Area Load Mesh Size (ire) 144 Consider Shear Deformation Yes Consider Torsional Warping Yes Wall Panels Approximate Mesh Size (in) 24 Transfer Forces Between Intersecting Wood Walls Yes Increase Wood Wall Nailing Capacity for Wind Loads Yes Include P-Delta for Walls Yes Optimize Masonry and Wood Walls Yes Maximum Number of Iterations 3 Processor Core Utilization Single No Multiple (Optimum) Yes Maximum No Axis Vertical Global Axis Global Axis corresponding to vertical direction Y Convert Existing Data Yes Default Member Orientation Default Global Plane for z-axis (XZ Plate Axis Plate Local Axis Orientation Global Codes Hot Rolled Steel AISC 15th (360-16): ASD Stiffness Adjustment Yes (Iterative) Notional Annex None Connections AISC 15th (360-16): ASD Cold Formed Steel AISI S100-16: ASD Stiffness Adjustment Yes (Iterative) Wood AWC NDS-18: ASD Temperature < 100F Concrete ACI 318-14 Masonry TMS 402-16: ASD Aluminum AAADMI-15: ASD Structure Type Building Stiffness Adjustment Yes (Iterative) Stainless AISC 14th (360-10): ASD Stiffness Adjustment Yes (Iterative) Concrete Column Design Analysis Methodology Exact Integration Method Parme Beta Factor 0.65 Compression Stress Block Rectangular Stress Block Analyze using Cracked Sections Yes Leave room for horizontal rebar splices (2*d bar spacing) No RISA-3D Version 19 [ S.1911026 Louver Support.r3d Page 1 I 1Company : Plump Engineering Inc. 111 RIC ' Job Number OJ .:„;.111",,,,,,,,,,,,„, Model Name : 4/1/2021 2:55:13 PM Checked By: Model Settings (Continued) List forces which were ignored for design in the Detail Report Rebar Yes Column Min Steel Column Max Steel Rebar Material Spec ASTM A815 Wam if beam -column framing arrangement is not understood No Shear Reinforcement Number of Shear Regions 4 Region 2 & 3 Spacing Increase Increment (in) 4 Seismic RISA-3D Seismic Load Options Code ASCE 7-16 Risk Category I or II Drift Cat Other Base Elevation (ft) Include the weight of the structure in base shear calcs Yes Site Parameters S, (g) 0 SD, (g) 0 SD(g) T1 (sec) -1 Characteristics T Z (sec) T X (sec) C,X 0 C,Exp. Z 0 C,Exp. X 0 R Z 1 R X Qoz 0 00X 0 CdZ 0 CdX 0 p Z 0 p X 0 RISA-3D Version 19 [S.1911026 Louver Support.r3d Page 2 I1 Company : Plump Engineering Inc. IRts ,, ,Doebsignuemrber : OJ ,a-,,,,,,,, Model Name : 4/1/2021 2:55:13 PM Checked By: Load Combinations 111 Basic Load Cases Description DL + WL Solve BLC Factor BLC Factor [ Yes 1 DL WL 1 BLC Description Cate o Y Gr vit Di tri 1 DL DL -1 2 WL WL 1 3 BLC 1 Transient Area Loads None 55 4 BLC 2 Transient Area Loads None 57 Member Area Loads (BLC 1 : DL) Node A Node B Node C Node D Direction Load Direction Ma nitude Eks 1 N12 N5 N2 N7 Y A-B -0.007 2 N10 N4 N6 N9 Y A-B -0,007 3 N8 N1 N3 N11 Y A-B -0.007 4 N9 N6 N5 N12 Y A-B -0.005 5 N11 N3 N4 N10 Y A-B -0.005 Member Area Loads (MC 2: WL) Node A Node B Node C Node D Direction Load Direction Ma nitude ks Cold Formed Steel Section Sets Label Shape TvDe Design List Material Design Rule Area Fin9 lyy fin4lIzz Fin41 J Ein4 1 c1 2-6005162-54-FF Column CS B-to-B A653 SS Gr50/1 Typical 1.112 1.994 5.72 4.463 2 b1 2-6005162-33-FF Beam None A653 SS Gr33 Typical 0.688 1.243 3.58 2.773 3 s1 6005162-33 Column CS A653 SS Gr33 Typical 0.344 0.116 1.79 0.000137 Envelope Member Section Forces Member Sec Axal{kJ LC y Shear LC zShearfkl LC To ue -ft LC y-y Momen k-ft LC z-z Moment k-ftLC 1 MI 1 max 0.71 1 0.223 1 -0.032 1 0 1 0 1 0 2 min 0.71 1 0.223 1 -0.032 1 0 1 0 1 0 3 2 max 0.572 1 0.124 1 0.035 1 0 1 0.118 1 -0.979 4 min 0.572 1 0.124 1 0.035 1 0 1 0.118 1 -0.979 5 3 max 0.356 1 0 1 0.016 1 0 1 -0.002 1 -1.076 1 6 min 0.356 1 0 1 0.016 1 0 1 -0.002 1 -1.076 1 7 4 max 0.162 -0.123 1 0.034 1 0 1 -0.108 1 -0.988 1 8 min 0.162 1 -0.123 1 0.034 1 0 1 -0.108 1 -0.988 9 5 max 0 1 -0.22 1 0 1 0 1 0 10 min 0 1 -0.22 1 0 1 0 1 0 1 0 11 M2 1 max. 0.71 1 0.223 1 0.032 1 0 1 0 1 12 min 0.71 ,.1 0.223 1 0.032 1 0 1 0 1 0 1 13 2 max 0.572 1 0.124 1 -0.035 1 0 1 -0.118 1 -0.999 1 14 min 0.572 1 0.124 1 -0.035 1 0 1 -0.118 1 -0.999 1 15 3 max 0.356 0 1 -0.016 1 0 1 0.002 1 -1.092 16 min 0.356 1 0 1 -0.016 1 0 1 0.002 1 -1.092 17 4 max 0.162 1 -0.125 1 -0.034 1 0 1 0.108 1 -0.995 18 min 0.162 1 -0.125 1 -0.034 1 0 1 0.108 1 -0.995 19 5 max 0 1 -0.221 1 0 1 0 1 0 20 min 0 1 -0.221 1 0 1 0 1 0 1 0 21 M3 1 max 0.034 1 0.008 1 -0.036 1 0 1 0.054 1 0 22 min 0.034 1 0.008 1 -0.036 1 0 1 0.054 1 0 23 2 max 0.034 1 0.005 1 -0.02 1 0 1 -0.006 1 -0.014 24 min 0.034 1 0.005 1 -0.02 1 0 1 -0.006 1 -0.014 25 3 max 0.034 1 -0.002 1 0.005 1 0 1 -0.028 1 -0.02 26 min 0.034 1 -0.002 1 0.005 1 0 1 -0.028 1 -0.02 1 27 4 max 0.034 1 -0.005 1 0.02 1 0 1 -0.006 1 -0.014 RISA-3D Version 19 [ S.1911026 Louver Support.r3d] Page 3 Go an � P|ompEngineering Inc. ~~'r~v �'~ Designer �CU 111RISAJobNumher ��Namm , 4U/2021 2:5513PN Checked By: Section Forces (Continued) Member Sec AxkCySherkC zShmkC Te�C�Mme�ftLCzMmnk 28 mn 0034 1 0005 1 002 1 0' ' 1 '' 0D00' 1 -0014' .� 29 5 max 0.084 1 -0,008 1 0.036 1 0 1 0.054 1 0 1 30 min 0.034 1 -0.008 1 0.036 1 O 1 0i054 1 O 1 0.092 '0.143 B 0.204 1 U 32 min 0011 0.002 '0.1*3 O O2u4 O 1 33 -UU18 0D56 '0.097 V 'O.04A '0.159 1 34 1i 0.035 '0.037 O 'O�64Q 'D� 158 1 36 '0.018 0.03 0 '0154 '8.22 1 36 '0.018 0.03 O '0.154 '0.22 1 37 max 4018 '0.055 0.096 O -0.040 -0.153 1 38 min '0018 '0,055 U�098 V '0.049 '0.159 33 max 'O 1 '0.091 V142 U 0.204 U 40 '001 f0.091 0.143 Q 0.204 0 41 M5 0.018 0.082 '0,165 O 0.218 O 43 0.019 0,082 -0.185 u 0.218 O 43 0.019 0.055 '0.087 O '0.058 '0.159 44 ODYS 0.055 '0.087 0 '0.058 '0.159 45 max 0.019 '0.018 0.027 V '0.153 'U23 48 min 0.018 -0�018 0.027 O '0.153 'V�22 47 max 0.019 '0.056 0.086 O '0L058 '0.159 48 min 0.018 '0.055 0,086 O '0.058 '0.150 48 max 0.018 '8.091 0.184 U 0.218 O 50 min 0��> '0,091 0.164 O 0,218 O 51 K40 max '0.V�Y 0.008 '0.011 O Ol)10 O 82 min '0.067 0.008 '0.011 V 0.016 V 53 max '0.067 0.005 '0'002 0 V '0.014 54 min '0.067 0.005 '0.002 O O '0,014 56 ' max -0.087 '0`002 '0.002 V O '0.02 58 min 4067 '0.002 '0.002 0 0 '0.02 57 4 max '0.067 '0.005 U�002 O 0 '0.014 58 min '0.067 '0.005 0.002 0 0 '0.014 59 5 max '0.087 '0.808 8.011 0 8.016 D 80 min '0.067 '0.808 0.011 O 0.018 n 81 K07 I max 0.006 0.003 V V O O 82 min 0.006 0.803 V O O U 83 2 max 0.003 0.003 0 U O O 64 min 0.003 0.002 O O O O 05 3 max 0 O V D U O 06 min O O 0 0 O 0 07 4 max '0.002 '0.082 O 0 0 Q 68 min '0.002 '0.002 O 0 U 0 68 5 max '0.005 '0.083 O O 0 0 70 min '0.005 '0.003 n O O O 71 K48 I max 0.074 8.037 n V 0 D 72 min 0.074 0.037 u 0 U 0 73 2 max 0.$42 0.010 O 8 U '0.072 74 min 0.042 0.018 O O O '0.072 75 3 max 0.010 V V O U '0.084 76 min 0.016 0 O 0 O '0.094 77 4 max '0.01 '0,010 0 n 0 -0.073 78 min '0.01 '0.016 O O n '0.072 79 max '0.041 '0.037 O V O O 80 min '0.041 '0.037 O O 0 O 81 &4g max 0.01 0.003 U V O 0 82 �� min 0.01 0.003 1 O 1 O 1 U 1 0 1 83 �N��mex 0.008 0.002 1 O 1 0 1 M 1 V 1, 84 min 0.008 i 0.002 1 O 1 O 1 O 1 O 1 85 3 max 0.005 1 O 1 V 1 V 1 0 i O 1 [G.1911U26Louver GupportAd] SIMPSON Anchor Designer TM Software Version 2.8.7094.0 1.ProJect 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, hot (inch): 4.000 Code report: ICC-ES ESR-4057 Anchor category: - Anchor ductility: Yes hrn. (inch): 5.38 coc (inch): 8.37 Cro,n (inch): 1.75 (inch): 3.00 Company: Plump Engineering, Inc. Date: 2/11/2020 Engineer: AF Page: 1/5 Project: Shasta Beverages - Tukwila, WA Address: 914 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, f (psi): 2500 4).,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 Recommended Anchor Anchor Name: SET-3G - SET-3G w/ 5/80 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 wmv.strongtie.com SIMPSON 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 Do factor: not set Apply entire shear load at front row; No Anchors only resisting wind and/or seismic loads: No Strength level loads: N [Ib]: 4710 V [Ib]: 280 V.y [Ib]: 0 W. [ft-lb]: 0 Muy [ft-lb]: 0 K. [ft-lb]: 0 <Figure 1> 4710 Ib 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 0 ft-lb 0 lb Y Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibtlity. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone; 925.560.9000 Fax: 925.847.3871 www.strongtie,com PLAIN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0152 DATE: 04/07/21 PROJECT NAME: Shasta Beverage Inc — Boiler SITE ADDRESS: 1227 Andover Park East Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 2 after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable 11 (no approval/review required) DATE: 04/08/21 Structural Review Required REVIEWER'S INITIALS: DATE: C APPROVALS OR CORRECTIONS: DUE DATE: 06/03/21 Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues LI Fire Fees Apply ri Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0152 PROJECT NAME: Shasta — Boiler DATE: 02/02/2021 SITE ADDRESS: 1227 Andover Park E Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: L. 5 71-/4)c, 91/14/ uilding Division Public Works rIgg AFire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 02/04/21 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n DUE DATE: 04/01/21 Approved with Conditions ri Fire Fees Apply ri Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: P REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 °F11.!iY CO COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0152 DATE: 6/01/20 PROJECT NAME: SHASTA BEVERAGES BOILER SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal _X_ Response to Correction Letter # _2 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: 1W(1erig020 111 Building Division Public Works r Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable L (no approval/review required) DATE: 6/02/20 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 7/28/20 Approved Corrections Required n n Approved with Conditions Denied (corrections entered in Reviews) (le: Zoning Issues) r Fire Fees Apply TI Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire El Ping El PW 0 Staff Initials: 12/18/2013 PEN! COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M 9-0152 DATE: 03/05/2020 PROJECT NAME: SHASTA BEVERAGES, INC-BOILER SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter Revision # after Permit Issued DEPARTIV1ENT_$: V;10,5i CorieK VA'')C9-0 Building Division 11. Public Works Fire Prevention Structural Planning Division Permit Coordinator fla PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 03/05[20 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Notation: DUE DATE: 006/20 Approved with Conditions 1-1 Fire Fees Apply Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire Ping D PW E Staff Initials: 12/18/2013 •11ERIVilT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0152 DATE: 09/11/19 PROJECT NAME: SHASTA BEVERAGES, INC - BOILER SITE ADDRESS: 1227 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: COVZ A-M Building Division Division Fire Prevention Public Works Structural Planning Division Permit Coordinator IP PRELIMINARY REVIEW: Not Applicable (no approval/review required) 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: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire Ping D PW Staff Initia 12/1$/2013 -r r \.,...., , PROJECT NAME: $ha 517,(- -fr,-. i )--( r PERMIT NO: inlq- 0)5 ORIGINAL ISSUE DATE: SITE ADDRESS: ),22-1 F6 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: 1 ii-dd 14771-coeo(-6r I - /I< Received by: COL/ D -1 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS At() Summary ofevision: MAS/611310 agok) 090(e Co (Sion 61-4:r 14,-0 lie ID, jer roe) . Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tuk • a A.gov REVISION/ DEFERRED SUBMITTAL Revision submittals must be submitted via paper if started as paper at the Permit Center. Revisions must be attached to your permit if started electronically at Construction Permits (aspgov.com). Please notify staff of your submittal by emailing permits@tukwilawa.gov Date: (5341*1 Plan Check/Permit Number: 11 t'Ci.•' n Revision # before Permit is Issued Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner El Deferred Submittal # Project Name: &WO 5:;11,Vcie. arti Project Address: 12.S/ JtiAgbiee., est. Contact Person: 1241r) VOWS Phone Number: 'tap 433 -29441. Summary of Revision: 69Pitici Wbu. tott.toeci Vibe avietwnao Aste- RECEIVED CITY OF TUKIMIL P F! AI] T T ftri,1 14ott kisicon-ru-rtou.44 ev4 tlibxq .44464-wieAr - Rev 4 t Viet: - Uf3 etibg4ril k21 louhovb evectwict lux *ctudrueou Locitizo, 17,01 VA= artkzery ?)Zel Vee4L Pelf !LC, itfil•-1 1044e-APArt etValf CI V6L6 UttoirtrOari \1110MoL efteAlaCI LI*44/ 1441004 Sheet Number(s). iftrz, let& (3Volti i.ritivor-A0) *WIC aus$2. Lave. "Cloud" or highlight all areas of revision Including date of revision C440, WI CAL/sera \ David KehlaDawnloads \Revision -Deferred Submittal Form.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: http:/Avww,ci.tuicwila.wa.us Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: O Response to Incomplete Letter # Response to Correction Letter # LJ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address. RECEIVED CITY OF TUKWILA FEB 0 2 2021 PERMIT CENTER Contact Person:4fLO IU5 Phone Number: VO -433 Al SummajcX Revision: -P32— Sheet Number(s): PktC01 t7D5 "Cloud" or highlight all areas of revision in luding date ofrevisfon Received at the City of Tukwila Permit Center by: Entered in Permits Plus on (*10)4 lapplication0forms-applications on bnereviston submittal Created: 8-13-2004 Revised: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: C*Ziiii Plan Check/Permit Number: M19-01 52 El Response to Incomplete Letter # • Response to Correction Letter # 2 El Revision # after Permit is Issued 0 Revision requested by a City Building Inspector or Plans Examiner O Deferred Submittal # Project Name: Shasta Beverages, Inc - Boiler Project Address: 1227 Andover Park E Contact Person:a4,,,,, FICC7Vr.r) CITY OF TUKWILA NAY 2 7n7ii Phone Number: ft? 433 2Pliqr+ Summary of Revision: Vez)fhfte4 tRZ,% Viet,010, 111011 14702., la* Vtbr 4 %NW 6152. 11i CM' 4 110% ii4 ige 1rtt.6 VAta...s tkee. 419 gap, Rititi Up FA2 f{i t4)Vti9e42 4 4CsiteP Ofteitlikt 6abuilka-0441 fa Aim& Sheet Num be r(s): til4*C11,011.• 1 Ort.") "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 10L4A..) CAUsers \bilk \Desktop \Revision Submittal Form.dog Revised: August 2015 Date:4 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. -74 Plan Check/Permit Number: M19-0152 - \5D Ej Response to Incomplete Letter # IS] Response to Correction Letter # 1 LI Revision # after Permit is Issued LJ Revision requested by a City Building Inspector or Plans Examiner E] Deferred Submittal # Project Name: Shasta Beverages, Inc - Boiler Project Address: 1227 Andover Park E Contact PersonlY0 Achte, Summary of Revisi t itdititk47 RECEIVED CITY OF TUKWILA MAR 0 4 2020 PERMIT CENTER Phone Number:433 6.361r,1-tt•Lci bee- Co 40 tr,5)aec. 66e6 htleAltv 1A133 Si-ikeTc ttail ebAf et_1" 614<4'. be %AA ue•Arroo `PetAni.kcii, try AN5-4024,0G L,1ZeTaret\WR 19,0 40& &K,bta(i liv.41(1 ite__Ucu6s2-43LaDcatee- Sheet Number(s): "Cloud" or highlight all areas of revision including date ofreision Received at the City of Tukwila Permit Center by: E] Entered in TRAKiT on C:\Users\bill-r\Desktop\Revision Submittal Form.doc Revised: August 2015 C1T1' OF TUKTfILA Department of Comsnunity Development 63oo Southcenter Boulevard, Tukwila, WA 98188 Telephone: (.206)431-36—o FAY (206) 431 -3665 Permit CenterBuilding Division 206 431-367o Public Works Department 206 433-017) Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRAL l'OR REGISTRATION PERMIT NO: /Li STATE OF WASHINGTON) ) sg. COUNTY OF KING 6)(,)_/2,(1-&27)-- states as follows: [please print name] i. I have made application fora permit from the City of Tukwila, Vt.'ashington. 2. 1 understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18,27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW18.27.ogo, 3. I understand that prior to issuance of a permit for work which is to he done bv any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement. I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number and will therefore not be performed by a registered contractor. I understand that the licensing provision of RCW 19,28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in anv decision to engage an unregistered contractor to perform construction work By signing below, I certify the information I am providing on this affidavit is true and accurate. I understand that if I make false statements or misrepresentations I may be assessed penalties. Furthermore, I understand that I may be waiving certain rights that I might otherwise have under state law in any d cision iengage an unregistered contractor to perform construction work. er/Owner's t' Signed date: day of "Lb GAD \ STRUCTURAL \1911026-GEN NOTES R. STRUC GENERAL REQUIREMENTS METAL STUDS, JOISTS, & ACCESSORIES SPECIAL INSPECTION ABBREVIATIONS 1. NO CHANGES ARE TO BE MADE f0 THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ENGINEER OR ARCHITECT. 2. ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE SITE. 3. CONSTRUCTIONS AND MATERIALS SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. 4. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES, DIMENSIONS, AND CONDITIONS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK, INCLUDING THAT OF ALL SUB -TRADES. 6. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. 7. ALL WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE LOCAL BUILDING CODE (LATEST ADOPTED EDITION) OR OTHER APPLICABLE GOVERNING CODES AND BUILDING ORDINANCES. 8. ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR OPERATION. ALL SCRAP, DEBRIS, AND OTHER EXCESS MATERIAL SHALL BE REMOVED FROM THE BUILDING SITE. 9. THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN THE WORK AND THE CONTRACT AMOUNT SHALL BE ADJUSTED ACCORDINGLY, HOWEVER, THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH ANY CHANGES WITHOUT THE WRITTEN APPROVAL OF THE OWNER. 10. ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS EQUAL ALTERNATES ARE APPROVED IN WRITING BY THE OWNER. 11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED. 12. SEE ARCHITECTS SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, IF APPLICABLE. 13. ANY REFERENCE TO THE WORDS APPROVE, APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB -CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. 14. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING COMPLIANCE WITH CONTRACT DOCUMENTS, DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION, 15. THE SHOP DRAWING REVIEW PROCESS BY THIS ENGINEER WILL ONLY COMMENCE AFTER THE SUBMITTED FABRICATION OR SHOP DRAWING HAVE BEEN AS FOLLOWS: A. INITIALLY REVIEWED AND ACCEPTED AS CONFORMING WITH THE STRUCTURAL CONSTRUCTION DRAWINGS BY THE RESPONSIBLE SUPERVISOR AND DRAWING CHECKER WITH THEIR SIGNATURES. B. APPROVED AND ACCEPTED WITH A STAMP FROM THE GENERAL CONTRACTOR AS CONFORMING TO THE CONSTRUCTION DOCUMENTS. C. CONTRACTOR TO SUBMIT THE DESIRED NUMBER HARD COPIES OF SHOP DRAWINGS PLUS TWO EXTRA SETS TO ENGINEER FOR REVIEW. IF PDF'S ARE SUBMITTED THE NUMBER OF COPIES PRINTED OUT WILL BE CHARGED AT THE CONTRACTORS EXPENSE. THE FULL AMOUNT OF THE PRINTS SHALL BE PAID BEFORE THE REVIEWED DRAWINGS WILL BE RELEASED. 16. STRUCTURAL OBSERVATION WILL BE PERFORMED BY AN ENGINEER OR ARCHITECT EMPLOYED BY THE OWNER. THIS DESIGNATED INDIVIDUAL SHALL CONFORM TO THE REQUIREMENTS AS STATED IN IBC CHAPTER 17. 1. GALVANIZED STEEL MUST MEET THE MINIMUM REQUIREMENTS CF ASTM A653 GRADE D (Fy=50KSI) FOR 12, 14 & 16 GAUGE, AND ASTM A653 GRADE A (Fy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s: S1: SITE CLASS: SDs SDI SEISMIC D.C.: 1.0 II 1.430 0.533 D 0.953 0.533 D WIND FACTORS OCCUPANCY: WIND (PRESSURE): 1.0 5.0 PSF INTERIOR) BEFORE SUBSTITUTIONS FOR ANY SYSTEM OR SUB -SYSTEM SHOWN ON THE DRAWINGS OR CALLED OUT IN THE SPECIFICATION WILL BE CONSIDERED, THE PERSON PROPOSING THE SUBSTITUTION WILL BE REQUIRED TO SUBMIT A LETTER TO THE STRUCTURAL ENGINEER STATING THE FOLLOWING: 1. THE PROPOSER AGREES TO PAY THE ENGINEER FOR THEIR COST FOR EVALUATING THE PROPOSED CHANGE. 2. THE PROPOSER AGREES TO PAY THE ENGINEER FOR THEIR COSTS FOR CHANGING THE DRAWINGS AND DETAILS SHOULD THIS BE REQUIRED BY THE BUILDING DEPARTMENT OR SHOULD THE ENGINEER DECIDE IT IS NECESSARY FOR CLARITY. 3. NET SAVINGS WHICH WILL ACCRUE TO THE OWNER SHOULD THE SUBSTITUTION BE APPROVED. (NET AFTER ALL COSTS.) 4. THE FOLLOWING TABLE PROVIDES SUBSTITUTIONS FOR EPDXY, EXPANSION AND SCREW ANCHORS OF SAME SIZE AND EMBEDMENT. ANCHOR ICC EPDXY CONCRETE SIMPSON 'SET-3G' 4057 HILTI RE500 V3 3814 DEWALT'AC100+ GOLD' 2582 MASONRY HILTI HIT-HY 200 3963 EXPANSION CONCRETE STRONG BOLT 2 3037 HILTI KB-TZ 1917 POWERS POWER-STUD+SD1 2818 MASONRY STRONG BOLT 2 IAPMO-240 HILTI KB-TZ 3785 POWERS POWER-STUD+SD1 2966 SCREW CONCRETE TITEN HD 2713 HILTI KH-EZ 3027 WEDGE -BOLT+ 2526 MASONRY TITEN HD 1056 HILTI KH-EZ 3056 DEWALT SCREW -BOLT + 4042 SPECIAL INSPECTION BY A DEPUTY REGISTERED INSPECTOR APPROVED BY THE BUILDING DEPARTMENT SHALL BE PROVIDED FOR THE FOLLOWING: (UNLESS NOTED OTHERWISE.) SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING: 0 1. PLACEMENT OF ALL CONCRETE WITH f'c OF GREATER THAN 2,500 PSI ❑ 2. BOLTS INSTALLED IN CONCRETE. PRIOR TO PLACEMENT OF CONCRETE AROUND BOLTS. ❑ 3. SPECIAL MOMENT -RESISTING CONCRETE FRAME. 4. REINFORCING STEEL AND PRESTRESSING STEEL TENDONS. ❑ 4.1 DURING ALL STRESSING AND GROUTING OF TENDONS IN PRESTRESSED CONCRETE. DURING PLACING OF REINFORCING STEEL AND PRESTRESSING TENDONS FOR ALL CONCRETE REQUIRED TO ° 4.2 HAVE SPECIAL INSPECTION BY ITEM 1. 5. WELDING ❑ 5.1 CONTINUOUS INSPECTIONS DURING WELDING OF ANY MEMBER OR CONNECTION EXCEPT: • WELDING DONE IN AN APPROVED FABRICATOR'S SHOP. PERIODIC INSPECTION IS REQUIRED FOR:+ • SINGLE -PASS FILLET WELDS NOT EXCEEDING 5/16" • FLOOR AND ROOF DECK WELDING • WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM OR COMPOSITE SYSTEMS. • WELDED SHEET STEEL FOR COLD -FORMED STEEL FRAMING MEMBERS -SUCH AS STUDS AND JOISTS • WELDING OF STAIRS AND RAILING SYSTEMS ❑ 5.2 SPECIAL MOMENT -RESISTING STEEL FRAMES. • NON-DESTRUCTIVE TESTING IS ALSO REQUIRED. e 5.3 WELDING OF REINFORCING STEEL. ❑ 6. HIGH STRENGTH BOLTING 7. STRUCTURAL MASONRY ❑ 7.1 OTHER THAN FULLY GROUTED OPEN-END HOLLOW -UNIT MASONRY, DURING PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OF REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS, AND DURING ALL GROUTING OPERATIONS. ❑ 7.2 FOR FULLY GROUTED OPEN-END HOLLOW -UNIT MASONRY DURING PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, AT THE START OF LAYING UNITS, AFTER THE PLACEMENT OF REINFORCING STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERATION, AND DURING ALL GROUTING OPERATIONS. ❑ 8. DURING MIXING AND PLACING OF CLASS B REINFORCED GYPSUM CONCRETE. ❑ 9. DURING APPLICATION OF INSULATING CONCRETE FILL WHEN PART OF A STRUCTURAL SYSTEM. ❑ 10. SPRAY APPLIED FIRE PROOFING. PILING, DRILLED PIERS AND CAISSONS. DURING DRIVING AND CONSTRUCTION OF CAST -IN -PLACE DRILLED ❑ 11' PILES OR CAISSONS. ❑ 12. SHOTCRETE. DURING THE TAKING OF TEST SPECIMINES AND PLACING OF ALL SHOTCRETE. SPECIAL GRADING, EXCAVATION AND FILLING. DURING EARTH -WORK EXCAVATIONS, GRADING AND 13' FILLING OPERATIONS INSPECTIONS ARE TO SATISFY REQUIREMENTS OF THE GRADING SECTION OF THE CODE. ❑ 14. SMOKE CONTROL SYSTEMS. SEE ARCHITECT FOR ADDITIONAL INFORMATION IF REQUIRED. REFER TO 2015 I.B.C. ❑ A. B. C. D. E. ADDITIONAL SPECIAL INSPECTION ITEMS SPECIFIC TO THIS JOB: VERIFY THAT THE SOILS CONDITIONS ARE IN SUBSTANTIAL CONFORMANCE WITH THE SOILS INVESTIGATION REPORT. VERIFY THAT THE FOOTING EXCAVATIONS EXTEND TO THE PROPER BEARING STRATUM. ALL EXPANSION ANCHOR INSTALLATIONS INCLUDING CLEANOUT AND TORQUE TEST. ALL EPDXY ANCHOR SYSTEMS INCLUDING CLEANOUT AND INSTALLATION. PLACEMENT OF ANCHOR BOLTS FOR COLUMNS PRIOR TO PLACING CONCRETE. THE PERMIT APPLICATION SHALL RETAIN A RESPONSIBLE ENGINEER APPROVED BY THE BUILDING OFFICIAL TO ENSURE THAT: A ALL ELEMENTS OF CONSTRUCTION WHICH REQUIRE SPECIAL INSPECTION ARE INSPECTED BY QLALIFIED DEPUTY INSPECTORS APPROVED BY THE BUILDING OFFICIAL; AND B. C ALL CODE DEFICIENCIES DETECTED AND DEVIATIONS FROM THE APPROVED PLANS ARE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION, AND IF NOT CORRECTED, REVISED DESIGNS TO OVERCOME THE DEFICIENCY SHALL BE PREPARED BY THE DESIGN ENGINEER OR ARCHITECT OF RECORD FOR APPROVAL BY THE BUILDING OFFICIAL; AND ALL CORRECTIVE WORK REQUIRED IS COMPLETED IN ACCORDANCE WITH APPROVED PLANS, SPECIFICATIONS, AND CITY ADOPTED CODES, FOOTNOTES: 1. PERIODIC INSPECTION TO BE PERFORMED BY THE SPECIAL INSPECTOR: • INSPECTOR MUST BE PRESENT DURING THE START OF WELDING. • INSPECT 20%0F EVERY DIFFERENT TYPE OF WELDED CONNECTION, 3 MINIMUM. INSPECTOR MUST BE PRESENT INTERMITTENTLY EVERY DAY WELDING IS PERFORMED. INSPECTOR MUST BE PRESENT AT COMPLETION OF WELDING. INSPECTOR MUST CONDUCT A FINAL INSPECTION OF ALL WELDS. A FINAL INSPECTION REPORT, SIGNED BY THE SPECIAL INSPECTOR AND THE RESPONSIBLE ENGINEER, IS SUBMITTED TO THE BUILDING OFFICIAL UPON THE COMPLETION OF EACH ELEMENT REQUIRING SPECIAL INSPECTION. THE REPDRT MUST CERTIFY THAT THE WORK WAS IN COMPLIANCE WITH APPROVED PLANS, SPECIFICATIONS AND APPLICABLE_ CITY CODES INCLUDING ANY AUTHORIZED CHANGES TO THE PLANS. FILE COPY -c- i5 ova;suclect to errors aqr f constn.mori aocufeetTI ues Afton ^f 3rly auomo me or =4/ 2 nrvvee rieio ano as'nnwteage: SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical L' Electrical Plumbing Q/ Gas Piping City of Tukwila UILDING DIVISION A.B. ABV. A/C. ALT. BLK. BLK'G B.M. B.N. C Q C.J. CONC. CONT. D OR d DBL. DF. DEPT 0 DO E.F. ELEV. EQ. EQUIP. E.W. E.N. (E) EXT. FLR. F.O.B F.O.S. FTG. F.G. F.V. GA. GALV. GLB. HDR. HORIZ. INT. JST. MAX. MECH. MIN. N.T.S. O.C. OPNG. R.R. REINF. R.O. SHGT. SQ. STD. SPECS. T&B T&G TYP. U.N.O. VERT. WD W/ W.W.F. ANCHOR BOLT ABOVE AIR CONDITIONING ALTERNATE AT BLOCK BLOCKING BEAM BOUNDARY NAIL CAMBER CENTERLINE CEILING JOIST CONCRETE CONTINUOUS NAIL PENNY DOUBLE DOUGLAS FIR DOUGLAS FIR PRESSURE TREATED DIAMETER REPEAT FRAMING EACH FACE ELEVATION EQUAL EQUIPMENT EACH WAY EDGE NAIL EXISTING EXTERIOR FLOOR FACE OF BEAM FACE OF STUD FOOTING FINISH GRADE FIELD VERIFY GAUGE GALVANIZED GLUE LAMINATED BEAM HEADER HORIZONTAL INTERIOR JOIST MAXIMUM MECHANICAL MINIMUM NOT TO SCALE ON CENTER OPENING ROOF RAFTERS REINFORCING ROUGH OPENINGS SHEATHING SQUARE STANDARD SPECIFICATIONS TOP & BOTTOM TONGUE & GROOVE TYPICAL UNLESS NOTED OTHERWISE VERTICAL WOOD WITH WELDED WIRE FABRIC ,OMPLIANCE APPROVED 1AY05")117 C tv of Tukwi( ' �„ - .,.r •r;ar: ue rnaae to 811e ics tit * rt rv:°=Hoot ir, r aporovaa the `uk*t€a D+vtstt?e4 NOTE: Revisions rah require a new of Auk anC mar mclu0e aadst nil Ili rfll'&OI5a PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com U 0 O c N 0 a E C 0 C 1- • U Z W O 1227 Andover Park E oo co Tukwila, WA 98 REVISIONS FOR CITY SUBMITTAL 2/10/20 FIELD REVISIONS 9/25/20 FIELD REVISIONS 2 10/06/20 FIELD REVISIONS 01/20/21 Project Manager: CR Date: 2/01/21 Scale: Project Number: 1911026 GENERAL NOTES N SHEET NUMBE R S001 14, c O 0 0 0 U 0 2 0 0 0 0 0 0 ce co co a. 0 0 7 0 0 0 0 0 0 0 .ff4i -11 •-•*,-n-„*.c-I.r •I sia•-frk- 1-1 T V11-, .--„...„ Cool r, To.he (' , I 1 sager Ter.7 - 1101,147 SD f4f5L.tY! L_1 CO2 and Sugar Delivories • L.,JLH 1— 4G-0" --r- -1I L-_--:FI'L..! .L--E_: irL'f1-_J--fr It L_-_If:f ------rr' LI _- 1.1I'I1I-I,7— -ff1."!'•'I1,11 ,-1 --l99_Il I II911 _ I L -.... -1;1r I :1 _.L 1LJ _:_t_IL . --In- 1 11 , , I 1 !:-1 ir rl f [1 f f rr-1 r :1 f 11 ir 1I fir fr 11 •-rr--- • , -I ,1 ,I ,, J ,1 , 1! I : 1 JL ,1 I i __[_] .... L. L H -7' 1 LIL 1, Li 1 If L I1 LLL____ ILJJ if- 1Li IiifiwitillLsm, -IiiiiiiEnNalligl I 1111:1011Wagwramliiisma , Inl!*i/0 tat ---' ' ""152=n' — " 121111tirilliMill -11_ ur , 1 : —' ' _J [ f 1 [ IL 11 f ! 1 II i „ „ILL!! i___L__Jf j_ ! ' ' L_1: !_JL 1!--1.7 I 1 'r fl___' fl 1, : ',FT 1 1 1 I 1! ' i ,' ' !L._ :_jf_. , li , I lif!IJ J ill f 1 pi , 1 F-1 ii 1 I i ...L___ IL L_1 r twin, &woo! FLOOR ( T 1--1Fr J ,- L r Turn): urrfrilH!, =- 7r 7771 ''1111H11,1Th 7" If 1 f -17 -Ltd 1 T 1, ffff 1ff , [ Ti°11- 121,1 0 cnanojL REFLECTED CEILING !,?:1 [ ! • !Al J !!!1 H IF1H .1 L._ 48 47 r I rtrI F L L1L 46 45 44 43 42 41 40 39 '-fr,fr'ffr_f 91 38 37 36 35 co 34 33 32 co cy 31 30 29 20 ! if 28 21 22 27 26 23 24 25 oa 0' 72 ANDOVER PARK EAST i:-(2;i1EVIED f•'• CODE (:`,0,V:PLIANCE1 APP%0VED MAY 0\5 971 City of Tukwila BUILIDftf,!G f - , PLUMP ENGI \IEERING 117. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com 03/31/21 0 0 0 0 Tenant Improvement For: 1227 Andover Park E Tukwila, WA 98188 REVISIONS FOR CITY SUBMITTAL 2/10/20 FIELD REVISIONS 9/25/20 FIELD REVISIONS 2 10106/20 Project Manager: CR Date: 2/01/21 Scale: Project Number: 1911026 auJ t.r) Sheet Title: SHEET NUMBE R 0 0 NO TH SITE PLAN SCALE 1"= 20'-0" S 1 00 \5J 'I80 99'170£'£ duel M8N I�0 89'170£'£ fuel MON o 4 //i//////,//L////// / 1/7 (5. A BOILER ROOM 100 NORTH REFLECTED CEILING PLAN B SCALE 1 /4"=1'-0" F� 0 0 ROLL UP DOOR PER ARCH'L MAX. WT.: 1,281# r LOUVERS PER MECH'L 5.5 FEED WATER TANK EMPTY WT.: 1,000# FULL WT.: 2,120# SEE BOILER ROOM C___(E) 6 CONC.—, 00 ( SLAB Num WATER HEATER MAX. WT.: 730# SEE . BD-1—/ MAX. WT.: 580# SEE _J BOILER-1 EMPTY WT.: 7,750# FULL WT.:12,350# SEE L I�6 NORTH FLOOR PLAN SCALE A 1 /4"=1 '-0" NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 2. (E) - INDICATES EXISTING CONSTRUCTION, 3. (N) - INDICATES NEW CONSTRUCTION. CONSTRUCTION NOTES Y Ir. -TILED �X. M Dal WORK LOCATION 1"1"1"1"1"I"i"1"I"1"I"I":"I"I "I"l'I"I %AI%'oltf).KEYMAP X N.T.S. FLOOR & REFLECTED CEILING PLAN PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com 03/31/21 U Z 0 0 0 1227 Andover Park E , WA 98188 REVISIONS FOR CITY SUBMITTAL 2/10/20 FIELD REVISIONS 9/25/20 FIELD REVISIONS 10/06/20 FIELD REVISIONS 03/20/21 FIELD LREVISIONS rJ 03/29/21 Project Manager: Date: Scale: Project Number: CR 3/31/21 1911026 SHEET NUMBER siol 0 0 2 0 0 0 u 0 0 AILS.DWG ER ROOM \ACAD\ST Q 0 (E) PLYWOOD (E) 2x SUB-PURLIN PER PLAN (N) SAMMYS 'SIDEWINDER FOR WOOD' SCREW 3/8' 0 ALL THREAD ROD ADJUSTIBLE SWIVEL RING HANGER @ 8'-0" 0.C. GAS CONDUIT PER MECH'L (MAX. WT.: 2.272 PLF) CONDUIT SUPPORT BRACE @ EA. BOX COLUMN ATTACHMENT 600T250-43 SLIP TRACK W/ (2) #10 SMS SCREWS @ EA. STUD SIMPSON'SCW 5.5' CLIP EA. SIDE W/ (4) #10 SMS SCREWS BOX COLUMN PER PLAN SEEM (E) CONDUITS -- SOFFIT PER BOX COLUMN TO (E) ROOF 12 NOTCH FLANGES & ATTACH W/ (4) #10 SMS EA. SIDE —SIMPSON 'SSC4.25' CLIP, T.&B. BOX BEAM TO COLUMN BOX COLUMN PER PLAN SEES — SIMPSON 'FCB 4.75' CLIP EA. SIDE W/ (12) #12SCREWS & (4) 1 /4" Ox1-3/4" SIMPSON 'TITEN 2' CONCRETE SCREWS (IAPM0 466) (E) CONC. SLAB 9 (E) SHEATHING (1) LAYER OF 5/8 " TYPE "X" GYP. BD. AT UNDERSIDE OF j (E) ROOF STRUCTURE AND HORIZONTALLY EXTENDED 48" ON BOTH SIDES OF WALL 600T250-43 SLIP TRACK W/ (2) #10 WOOD SCREWS @ 24" 0.C. (1) LAYER OF 5/8" TYPE 'X' GYP. BOARD ON BOTH SIDE 600S162-33 @ 16" 0.C. (MAX SPAN: 23'-0") 2x PER PLAN -----FLEXURAL BRACING @ 5'-0" 0.C. WALL PERPENDICULAR TO (E) ROOF JOIST 600S162-33 @ 16" O.C. -- (MAX SPAN: 23'-0") (1) LA'X' GYF P. BOARD -- TYPE'X' GYP. BOARD EA. SIDE 600T125-33 BOTTOM --- TRACK W/ (2) 0.157" 0 SIMPSON 'PDPAT' FASTENERS (ICC #2138) 16" O.C. (3/4" EMBED.) FLEXURAL BRACING @ 5'-0" O.C. (E) CONC. SLAB 6 S I1 I (E) CONC. SLAB PER PLAN ! 1 /2" 0 A193 GR. B8/B8M (304/316SS) THR'D ROD & / SIMPSON'SET-3G' EPDXY (ICC #4057) SPECIAL INSP. REQ'D (4" EMBED) 1 EA. CORNER, 4 TOTAL UNIT ANCHORAGE -H. l III I II = T. .I Ir' I� 0, ,� T UNIT PER PLAN BASE PLATE PER MFGR. W/1 /2"0 A193 GR. B8/B8M (304/316SS) THR'D ROD & SIMPSON'SET-3G' EPDXY (2) EA. SIDE, (4) TOTAL (ICC #4057) SPECIAL INSP. REQ'D (4" EMBED) (E) CONC. SLAB — PER PLAN 11 BOX COLUMN TO (E) SLAB 8 METAL STUD TO (E) SLAB 5 UNIT ANCHORAGE 2 600T150-54 UNPUNCHED TRACK T.&B. (Fy = 50KSI) BOX BEAM / COLUMN PER PLAN #10 SCREWS @ 12" 0.C., TYP. BOX COLUMN/BEAM DETAIL 10 (E) SHEATHING (1) LAYER OF 5/8 " TYPE "X" —/ GYP. BD. AT UNDERSIDE OF (E) ROOF STRUCTURE AND HORIZONTALLY EXTENDED 48" ON BOTH SIDES OF WALL 600T250-43 SLIP TRACK W/ (2) #10 WOOD SCREWS @ 24" 0.C. (1) LAYER OF 5/8" TYPE 'X' GYP. BOARD ON BOTH SIDE 600S162-33 @ 16" O.C. (MAX SPAN: 23'-0") 2x BLK'G @ 24" O.C. W/'A34' EA. END 2x PER PLAN —FLEXURAL BRACING @ 5'-0" 0.C. WALL PARALLEL TO (E) ROOF JOIST 7 TANK LEG PER MFGR. 3/8" BASE PLATE W/ (2) 1/2"0 A193 GR. B8/B8M (304/316SS) THR'D ROD & SIMPSON 'SET-3G' EPDXY (ICC #4057) SPECIAL INSP. REQ'D (4" EMBED) 3 TOTAL TANK LEGS 6 TOTAL ANCHORS (E) CONC. SLAB PER PLAN ANCHORAGE DETAIL 4 UNIT PER PLAN -- BASE PLATE PER MFGR. W/ (2) 1/2"0 A193 GR. B8/B8M (304/316SS) THR'D ROD & SIMPSON 'SET-3G' EPDXY (2) EA. SIDE, (4) TOTAL (ICC #4057) SPECIAL INSP. REQ'D (4" EMBED) (E) CONC. SLAB —) PER PLAN a ,G — Ti-71E7— aE -� T'I_— I I III %4t1i 01c). UNIT ANCHORAGE 1 PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www,pelca.com Stamp: 03/19/22 03/31/21 • U Z Tenant Improvement For: SHASTA BEVERAGES BOILER ROOM 227 Andover Park E Tukwila, WA 98188 REVISIONS FOR CITY SUBMITTAL 2/10120 FIELD REVISIONS 9/25/20 FIELD REVISIONS 10/06/20 Project Manager CR Date: 2/01/21 Scale: Project Number: 1911026 STRUCTURA Sheet Title SHEET NUMBER S200 0 cre 0 u 6 2 0 0 2 0 026-GEN NOIES 0 0 0 u 0 UNISTRUT I PER PLAN (E) CONDUITS rs Inc PLUMP ENGINEERING INC. ,'> > ti / % i/ r CONSULTING ENGINEERS (� /' / / STRUCTURAL. MECHANICAL, PLUMBING, / ELECTRICAL, CIVIL, SURVEYING, UNISTRUT PER PLAN II / \ ARCHITECTURAL ,-r., .Ill- °'i �° � '' / / 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 _ �-. • www.pelca.com -:� 1 P1346 ANGLE 1 1L C) . - _� • _ } ilia" W/ 1 /2"0 M.B. \\' �� P1546 ANGLE EA. \ END W/ 1/2"0 M.B. �*, UNISTRUT PER PLAN HT.: 10'-0" (MAX. ) (2) LAYER OF 5/8" TYPE "X" GYP. BD. AT UNDERSIDE OF SOFFIT AND HORIZONTALLY - 1 i ,•. i P1000 BRACE l EXTENDED 48" ON BOTH SIDES OF WALL 600T250 43 SLIP TRACK W/ (2) #10 SMS SCREWS EA. STUD SOFFIT PER FLEXURAL BRACING @5'-0"O.C. a"(b hrC:P o� (11 LAYER OF 5/8"TYPE 'X' - UNISTRUT PER PLAN GYP. BOARD ON BOTH SIDE W/1/2"OM.B. HEADER SCHEDULE U.N.O. 6005162-33 @ 16' O.C. OPENING WIDTH HEADER SIZE (MAX SPAN: 23'-0") Stamp: 1i UPTO6'-0" 35/8"-20GA. � l� 1 / 6'-1"TO8'-0" 6"-18GA. pR,DA p� WAS P Hl2iuo 8'-1"TO 10'-0" 8"-16 GA. Q NOT USED 12 UNISTRUT TO UNISTRUT ATTACHMENT 9 WALL PARALLEL TO (E) ROOF JOIST 6 OVER10'-D" SEE PLANS �0 y 34218 /ONA L ES' oXP. 03/19/22 03/31/21 2x BLK'G (E) PLYWOOD 0 #lO SCREWS @ 12" O.C. 0 UNPUNCHED 2-0 TRACK TAB. k (E) 2x SUBPURLIN UNPUNCHED TO MATCH + (N) 2x r 1 ', TRACK T.&B. #10 SCREWS @ 12" O.C. TO MATCH HEADER _ HEADER THICKNESS IL• �' / /�� /�� I1 THICKNESS PUNCHED TRIPLE PUNCHED DOUBLE STUD HEADER - UNISTRUT PER PLAN (4) #10 WOOD HEADER PER PLAN "A "A PER PLAN •STUD J (5) #10 WOOD SCREWS SECTION -A" SECTION -A" (MAX. HT.: 10-0") P2073A SQ POST BASE W/ (4) 1/2"0DEWALT POWER -STUD+ DS 1' (ICC #2818) SPECIAL INSP. REQ'D (2-1/4'' EMBED) -- (2) 1/2"0 M.B. J SCREWS (.1 362S162 33 BRACE @ 48" O.C. & 362S162-33 BRACE AT BOX COLUMN ATTACHMENT - (E) CONDUITS DOUBLE STUD L2x2x14 GA.x STUD DEPTH TAB. W/ (2) #10 SMS EA. LEG TRIPLE STUD STUD OR PER PLAN Li] V ' j �� 362S162-33 CRIPPLE -r + WEB STIFFNER �' EA. END 'L •u Qi„ PER PCONC. LN .SLAB �� STUDS @ ib' O.C. STUD WALL TRACK --II @SUPPORT LL Ce ::E -�nr• -- (4) #IOSMS WALL STUD W I </ I SCREWS PER a j LAP TRACK --� > O L!J a <> T.&B. G -- - -- --- --- -- - SEE ARCH'L i W CO a ��,. �� DWGS FOR - CO O r �. 0 l REQUIRED - �� 4-9" TYPE X' ` GYP. HEADER A S/CMST14x6' 0" _ Ce PER PLAN LONG L CO /!/\ i BD. DBL. STUD --/ -._.,- + �.' ? > Q TYP. HEADER OR SILL CONN. TO STUD 'o I— NOT USED 11 UNISTRUT TO (E) SLAB 8 SOFFIT ATTACHMENT 5 O c� W D Q J ° Q Q 3"0 STEAM ----- • WALL STUD FULL HT.It -- - DOUBLE STUD �g=0N, N N 2 F— __ PER MECH'L DOUBLE STUD -\ TRACK WALL STUD REVISIONS PUNCHED FOR CITY SUBMITTAL 0 2/10/20 FIELD REVISIONS TRAVERSE BRACE 9/25/20 JAMB SECTION SILL SECTION FIELD REVISIO1010612NS0 LONG.BRACE II(E) 4x PURLIN O C 2 (E) 2x SUB-PURLIN FIELD REVISIONS 01/20/21 d -- PS 603 ANGLE W/ 1 /2"0 LAG SCREW 4 BRACE PLAN I -I - B.N. 1/82-18 1/82-18 --1 2Q ' (N) 2x PER PLAN W/ 1 /4"0x3' SDS' H DEPTH ;TURAL DET H E PROPFRTY n E T I SCREWS @ 12" O.C., STAGGERED (NO ADD. HGR. REQ'D. (N) 2x TO (N) PS603 ANGLE N (E) PLYWOOD EXTEND WITHIN 12" OF (E) 2x) BRACKET OR EQ. W/ 1 /2"0 M.B. & 1 /2"0 LAG SCREW / N g < - PS200-EH ROD STIFFENER, W/ PS3500 STIFFENER � ASSEMBLY , .--- _-- o OREQ. :-LANCE L.) /2" a V) 1 1 /2" 0 THR'D ROD 1 /2 U.N.O. (VARIES) 0 TRACK SECTION SIN SINGLE STUD DOUBLE STUDS TRIPLE STUDS Project CR (n o - (E) 2x PER PLAN PS200-EH BRACE EA. """ N; Date, v DIRECTION @ 80'-Q" O.C. `•� �� 2/01/21 ~ % 1 3"0 STEAM & PIPE STUD SECTION Scale: , HANGER @ 8'-0" O.C. MAX. WT.:10.77 PLF © Project Number: 1911026 0 N m PS633 OR EQ. W/ 1 /2"0 M.B. TO BRACE SHEET NUMBER ' KA 91 fi, 0 l . 1 S201.., u, ., 0 u 0 0 0 z 0 0 111 11.1 0 2" CONDENSATE RETURN 3" STEAM SEE M101-1 2" HP CONDENSATE RETURN SEE M101-1 1/ /////// // // // /? // T // // // // //'//l////////T // // // // // // // // // // // // // 1-1/2" FEED WATER 2 1 /2" STEAM t / / / YVYYY Y u u u u u V >l u Y u u u u u \X u u BOILER EQUIPMENT SCHEDULE SYMBOL MANUFACTURER & MODEL # TYPE NOMINAL H.P. FUEL WATER STEAM NATURAL GAS VENTING DIMENSIONS REMARKS GALLON CAP FULL OUTPUT (LBS/HR) RATED INPUT DESIGN STEAM PRESSURE FURNACE VOLUME (FT) STEAM OUTPUT JLBS/HR) HEATING SURFACE (FT) MAX INLET PRESSURE INLET CONNECTION DIAMETER (IN) MIN INLET PRESSURE (PSI) ACTUAL BTU/HR OUT FLUE SIZE (IN) VENT MATERIAL MAX DRAFT WC (IN) HEIGHT WIDTH WEIGHT (LBS) 8-1 F3-DB-548C-100X-S150-SB STEAM 100 GAS 552 3,348 4,185 150 PSIG 19.85 3,450 500 PER MFR. •1-1/4 1/2 3,348 10" TYPE"B" 0.08 5'-5 1/16" 5'-4" 7,015 1, 2 T. STEAM 0UILLI SILE= 2-1/2" DIAMEILR 2. 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. 1-1/4" GAS SEE M100-2 FLOOR LAYOUT -BOILER ROOM GENERAL NOTES: (New One) N Compressor Power Disconnect Current Air Compressor (New One) D (E) GAS METER Current Air Compressor (Back -Up) NOT TO EXCEED 12'-0" O.C. (TYP.) 1-1/4" 0 /////////////////// 1-1/4" GAS SEEM100-1 P.) P.) 1 /2"=1 '-0 FIhi e151 Pam* No. Plan review approval ii aut7Kct to morn ano omissions. Approval of,,ensl uction occurs* loss i01 authorize me violation of any aaooted coos or ordinance Receipt of approved Help Coo and conditionsacKnowteogen' By CLAD ',I comaw 5y,V o`TuKw14 6UILDiNG OtV!SION r mac* it. MeIOW O woiK n;:tnou' approval of IMP Am* 6 AM% C•'vem Ott.' kvedonll oil require d 1111lr 1M I AIN and IVY inClidOli 1Mn Abi1�t SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical ZElectrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION 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 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, 5. 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. 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: `) 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 ) 0 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 BLOWDOWN DRAIN. IF PUMPING IS REQUIRED, PROVIDE SMALL RESIDUAL TANK, AND PUMP TO DRAIN AS REQUIRED. BLOWDOWN TANK SIZED BY OTHERS (SEE SHEET M202 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). ® 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. DUAL CONDENSATE RETURN PUMP STATION SEE SHEET M200-DETAIL NO.4. NOT USED. CONNECT TO BOILER BLOW DOWN FOR DETAIL SEE M204 DETAIL-2. ECCENTRIC REDUCER(FLAT ON THE BOTTOM). 2" CONDENSATE RETURN. 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) CORE THRU WALL AS NECESSARY TO PROVIDE 1-1 /4" DIA GAS SUPPLY LINE TO BOILER. POINT OF CONNECTION TO THE MAKEUP WATER. FOR BOILER GAS CONNECTION SEE SHEET M200 DETAIL-1. PRESSURE REDUCING VALVE STATION REFER TO SHEET M201 DETAIL NO.4 VENT FROM THE SRV TO BE ROUTED TO THE EXTERNAL ATMOSPHERE. CONNECT TO HIGH PRESSURE CONDENSATE RETURN. POINT OF CONNECTION TO 2" HIGH PRESSURE CONDENSATE RETURN(HPCR). LOW PRESSURE CONDENSATE RETURN(LPCR). ® COLD WATER LINE FOR CONNECTIONS SEE SHEET M204 DETAIL NO.1. • BLOWDOWN TANK/FEEDWATER TANK VENT TO ROOF SEE SHEET M204 DETAIL NO.1,2&3. ® FEEDWATER TANK DRAIN LINE TO THE NEAREST SAFE DRAIN. ® HOT WATER SUPPLY, RETURN, GAS AND COLD WATER CONNECTED TO WATER HEATER. 2._6" PVC PIPES INTAKE AND EXHAUST TO THE ROOF SEE SHEET M203 DETAIL NO.2. LEGEND / SYMBOL .■■■ r■■ ■ �iuiu mum I niAIM .uu !II rr■�r Null MI II■IN■ IFERww■w■ nr■�r I"I"1" 1" 1" 1"1"1" 1" 1"1"1" 1" 1"1"1"1"I' I PLAN NORTH / PLUMP ENGINEERING iNC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F(714)385-1834 www.peica.com Stamp: as/ ,'22 0 Tenant Improvement For. • U Tukwila, WA 98188 REVISIONS FOR CITY SUBMITTAL 2/10/20 FIELD REVISIONS 9/25/20 FIELD REVISIONS 10106120 FIELD REVISIONS 11/19/20 FIELD REVISIONS 1/20121 0 2 202 E'VISIQI Project Manager: CR Date: 1/20/21 Project Numbe 1911026 Sheet Title SHEET NUMBER M100 0 3 0 0 U 2 0 0 2 3 0 0 a 0 0 0 0 Cr 0 Ce CC U 0 0 FLOOR LAYOUT -GAS LINE 2 1/2„=1,-0" KEY MAP muti.OIS� Specifications F /6631 LLFAC 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 Inlet Connection Condensate Drain Connection Maximum Condensate Flow Rate (GPH) Dimensions H X W X D (inches) Service Clearances Weight (Ibs) 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 Ignition Temperature Range Temperature Stability Installation Location Ambient Temperature 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) IISI Intellihot 911026.OW G GES\A.1911026 - TUKW I www.intel8hot.com Intellihot Inc. 2900 W. Main Street Galesburg, IL 61401 877.835.1705 salespintellihot.com [15171 5 .5 [1307] 93.6 [1107] 11781 Gen II Indoor/Outdoor, Floor Mounted, Condensing, Fully Modulating, On -demand Water Heater Preset for NG / LP convertible without additional parts 30,000 751,000 706.000 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). II 8 (CPVC), 11 C (Polypropylene).1(AL 29-4C SS) 6"0 220 ft. 1101t" " Venting Note From the maximum lengths above, deduct 5 It. per 90° elbow and 2 It. per 45° elbowv. 3 Electronic Spark Ignition 100°F - 190°F e/. 4°F 40°F - 130°F Flame Rod, Thermal Fuse. Overheat Prevention Device, Fan Speed Monitor, Flue Temperature Moni4 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" to 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 (221.10.3 / CSA 4.3), ASME HLW 31.5 20.3 15.8 14.2 0.1 REMOVABLE REAR PANEL (467] REAR VIEW (FRONT) BOTTOM VIEW '= Designed in the heartland. Built tor the world," " PVC OR PP EXHAUST 1-1/4" GAS INLET 4.5/8" 00 FLANGE ---2" WATER OUTLET PVC OR PP AIR INTAKE FILTERED 2" WATER INLET 6" OD FLANGE "PVC CONDENSATE DRAIN (126] [114] [102] NEW WATER HEATER SCALE NTS .75[19.0] 0[0.0] 7.33[186.1] 7.00[177.8] 23.03[585.0] fix 36.03 [915.1] 49.87 [1266.6 68.22[1732.7] 75.62[1920.7] L. • Ht u'wR�� fi1C��1n gib 111161111 iimpl 69,26[1759.1] 4.12[1374.6] -48.13 [1222.4] AIR INLET PROM PLANT 1/2' APT CONNECTION HFCS-42 INLET FROM HEADER 3" T.C. CONNECTION HFCS-55 INLET FROM HEADER 3" T.C. CONNECTION 169.54[4306.2] 0AL SYRUP SUPPLY TO MIX -PROOF SKID 3' T.C. CONNECTION 2 92 [556.8] OPERATING WEIGHT: 5 TONS 85.75 [2178.0] OAW r18111. i 1111911111 KIN 1'74 ii.1111,00 01 lamommimmimmi CIP SUPPLY TO HOSE 1-1/2" T.C. CONNECTION STEAM INLET FROM PLANT 3" 150# FLANGE CONNECTION CONDENSATE RETURN TO PLANT 1-1/2" 150# FLANGE CONNECTION 33.69[855.7] 21.92[556.B] •.76[223.0] [o.o] 10.50[266.6] REF. CIP INLET FROM HEADER 2-1/2" T.5 CONNECTION LIST OF COMPONENTS ITEM N0. I.D. TAG (ITT. PART NUMBER PART1TILE 18816.01-01 HFCS INLET ASSEMBLY 2 18816-01-02 SYRUP PUMP ASSEMBLY 3 18816-01-03 CIP / WATER INLET ASSEMBLY 4 18816-01.04 HOT WATER SUPPLY ASSEMBLY 18816-01.05 STEAM INLET ASSEMBLY 6 7 18816-01-06 18816-01-07 (CONDENSATE RETURN ASSEMBLY PNEUMATICS ASSEMBLY 8 9 10 11 12 02VP 01VP 01LT 01HT 685-83-65-001-1860 685-92-74-002/21A 685-92-74-002/19A 685-73-73-001/19A 685-87.74-001.1275 FRAME, SYRUP HATCHING SKID, 30455 VALVE ASSEMBLY, BUTTERFLY, ACTUATED, 2" TRI-CLAMP VALVE, BUTTERFLY ASSEMBLY ROSISTA APV 1" TUBE OD 31655 TRI CLAMP CONNECTIONS E&H LEVEL PROBE 36' 3/4' NPT HEAT EXCHANGER, PLATE & FRAME, 18 PLATES, ALFA LAVAL TS6-MFG 13 684-84-77-002-00A TANK, RAPID MIX, 300 GALLON, 48' SQUARE, BREDDO, 40HP DRIVE 14 15 16 17 18 19 20 21 22 23 24 25 26 27 6FT 1.5 FT 3 2 685-B6-69-002-05A 685-86-71-001/6A 685-86-71.001/8A 685-86-71-005/26A 685-86-71-013/0A 685-86-75-002/6A 301999957546 685-ROUND-TUBE-5 685-ROUND-TUBE-3 685-86-72-001/2A 685-86.72-001/1A 665-86-72-001/0A 685-86.73-001/1A 301054620220 2" LANTERN CAP (LOWER) W/ 1" HOLE ELBOW, 90 DEGREE, 1" SHORT, TUBE, 316E SS ELBOW 2" 90 DEG SHORT TEE, REDUCING, 2"X1", 316L SS COUPLING,HALF,3/4" NPT,316L SS,SCH40 FERRULE, WELDING, SHORT, 316SS, L" FERRULE, WELDING, SHORT, 31655, 2" TUBE, SANITARY, 316E SS, 2' DIA X .065W, POLISHED 32RA TUBE, SANITARY, 316E 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, 30455, 1-1/2" 6 1" ., 1 a. I .". I M. I TREATED WATER INLET FROM PLANT 2-1/2" T.C. CONNECTION CIP RETURN TO HEADER 2-1/2" T.C. CONNECTION .�,SLSS a r.rE lw w» ASK SEE SHEET I BATH MIX EQUIPMENT %II HS xn5, INc. �17i WAums0A wr BATCH WE STATON W,DATA REPORTING •D a.,oe Aim KH5,1NG 84111056a, 61 18816-01 BATCH MIX STATION WNATA REPORT/NG 18816-01 " rc" Iw.„,I.. • SCALE NTS inc PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www,peica.com Stamp: OR. D.A.A, WA$y L� EXY. 03/19/22 REVISIONS FOR CITY SUBMITTAL 2)10/20 FIELD REVISIONS 9/25/20 FIELD REVISIONS / L \ 10106/20 FIELD REVISIONS 1/20/21 ~ f r TlJKWIL, 022021 -c'Fii°II IT rE]SJTFP Date: Scale: Project Number: CR 1/20/21 1911026 1227 Andover Park E Sheet Title: SHEET NUMBER M203 Tukwila, WA 98188 O O a 0 CEI Cc O 0 U K t2 7 0 0 z a. 0 0 0 n • LU 3 a. 0 0 0 O. • CC 0 Z a 0 0 0 cO 0 0 U U. 0 a 0 . �_•I t I*M A��AU -.LI� l r U �• ICI ItAt 1-711,11,111 • - �O ■ .:_'"_4 ROOM\ACAD GENERAL NOTES: 1. 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 FOR A 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 (E.C.). 4. MECHANICAL CONTRACTOR SHALL PROVIDE: TEMPERATURE CONTROLS, LOW VOLTAGE WIRING AND ITEMS INDICATED THUS (M.O.). WIRING SHALL CONFORM TO LOCAL CODES. 5. PLUMBING CONTRACTOR SHALL PROVIDE: CONDENSATE DRAIN FROM A/C UNITS AND/OR EVAP COOLER TC 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. 1 1 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 A1/4" 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 1 1 1-1 13,1 15,120-129 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 FOR A 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 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 1. 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 10" 300 CFM NECK NED-1 SIZE, TYPE, CFM OF SUPPLY DIFFUSER OR REGISTER 0 RD FD OFIRE SD VD MD BD G02 FIRE DAMPER SMOKE DAMPER SMOKE DAMPER VOLUME DAMPER MOTORIZED DAMPER BALANCE DAMPER CARBON DIOXIDE SENSOR TC HS IPSJ SP TS cr)FLOW O O TIME CLOCK CONTROL HUMIDITY SENSOR PULL STATION STATIC PRESSURE SENSOR TEMPERATURE SENSOR METER HUMIDISTAT 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 LOWER NUMBER INDICATES SHEET NUMBER SECTION CUT DESIGNATION 1 ._ SlAn Si WORK LOCATION SYMBOL D 105° G TP CW G EHW EHWR ED 1ru 0 I�t 0 LEGEND ABBREV S/W D V CW HW HWR TW G TPCW ECW EG EHW EHWR ED ES PRV GC SOV THV CV ECR RV PG ST SV WHA FD RD/OD FS CO/WCO FCO/COTG POC DESCRIPTION SANITARY SEWER/WASTE DRAIN (INDIRECT) VENT SANITARY COLD WATER HOT WATER HOT WATER RETURN TEMPERED WATER (105 °F) NATURAL GAS (8" WC) TRAP PRIMER COLD WATER EXISTING COLD WATER EXISTING GAS EXISTING HOT WATER SUPPLY EXISTING HOT WATER RETURN EXISTING DRAIN (INDIRECT) EXISTING SANITARY SEWER PRESSURE RELIEF VALVE GAS COCK SHUT OFF VALVE THROTTLING VALVE CHECK VALVE ECCENTRIC REDUCER RELIEF VALVE PRESSURE GAGE & GAGE COCK STEAM TRAP SOLENOID VALVE RISE/DROP IN PIPE WATER HAMMER ARRESTOR W/ACCESS PANEL FLOOR DRAIN ROOF DRAIN/OVERFLOW DRAIN FLOOR SINK FULL, 1/2 & 3/4 GRATE CLEANOUT/WALL CLEANOUT FLOOR CLEANOUT/ CLEANOUT TO GRADE POINT OF CONNECTION DRIP LEG WORK LOCATION SEPARATE PERMIT REQUIRED FOR: 0 Mechanical RP, Electrical le Plumbing E "Gas Piping City of Tukwila BUILDING DIVISION SITE PLAN GREEN RIVER WORK LOCATION CORRECTION LTR# '? SHEET INDEX R M001 MECHANICAL LEGE'JD AND GENERAL NOTES = co M100 MECHANICAL FLOCR FLAN MI01 MECHANICAL FLOCR FLAN M200 MECHANICAL DETAILS M201 MECHANICAL DETAILS BUt M202 MECHANICAL DETAILS M203 MECHANICAL DETAILS 11- 015P- EVIEWED FOR )E COMPLIANCE APPROVED AUG 2 4 202D ity of Tukwiia DING DIVISION Inc °LLN,1P E53 .EHNG INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com Stamp: --oo ,p 34218 Fs FCiSTFRS,'\ \�� S70NA L f�G EXP. 03/19/22 U m 0 Tenant Improvement For: • U Z w Ew >O w 0 m CY N w 0 Q J N CO 227 Andover Park E Tukwila, WA 98188 REVISIONS FOR CITY SUBMITTAL 2/10/20 Project Manager: Dare: Scole: Project Number: CR 1911026 0 V (/) LLJ J J O Q UJ Zc < LLJ uJ N 9) SHEET NUMBER M001 LLI LLI LLI 0 ce a 0 u 0 0 2 92 0 cc 0 U 1911026DWG CAD\MECHA 0 --1>T1-�� — 1-1/2" MAKEUP FT 1 0 STEAM SUPPLY 3" STEAM SEE M101-1 7 1-1/2" FEED WATER 0 4— Y /2" 0 BOILER EQUIPMENT SCHEDULE SYMBOL MANUFACTURER & MODEL # TYPE NOMINAL H.P. P FUEL WATER T STEAM NATURAL GAS VENTING DIMENSIONS REMARKS GALLON CAP FULL OUTPUT (LSS/HR) RATED NPUT DESIGN STEAM PRESSURE FURNACE STEAM VOLUME, OUTPUT (FT3) (LBS/FIR) HEATING SURFACE (FT2) MAX T INLET INLET CONNECTION PRESSUREI DIAMETER (IN) MIN INLET PRESSURE (PSI) ACTUAL BTU/HR OUT FLUE SIZE (IN) VENT ATERIAL MAX DRAFT WC (IN) HEIGHT WIDTH WEIGHT (LBS) B-1 ( F3-DB-548C-100X-S150 SB STEAM 100 GAS 552 3,348 4,185 150 PSIG 19.85 11 3,450 500 PER MFR. 1/4 1/2 3,348 10" TYPE'B" 0.08 5'-5 1/16 7,015 1, 2 1. STEAM UTLET$IZE = 2-1/2" DIAMETER 2. 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. I, I \\ 1-1/4" GAS SEE M100-2 FLOOR LAYOUT -BOILER ROOM 1 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 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 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: .01 (E) GAS METER NOT TO EXCEED 12'-0" O.C. (TYP.) OUTSIDE (E) WALL iSEE M100-1 1-1/4" GAS FLOOR LAYOUT -GAS LINE 1 /2"=1 '-0" PLAN NORTH 2 1 /2"=1 '-0" O 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.) 0 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). 03 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 M202 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). 50 TUBE PULL AREA AS REQUIRED. ENSURE NO OBSTRUCTIONS ARE PRESENT TO ALLOW FOR PROPER TUBE PULL PER MANUFACTURER'S REQUIREMENTS. 0 NOT USED. (7 PROVIDE PIPE HANGERS (FOR DETAIL SEE STRUCTURAL DRAWING). 0 SEISMIC BRACED TYPE HANGER, SEE DETAIL ON SHEET M200 DETAIL-2. 90 CONDENSATE RETURN PUMP. 0 NOT USED. 11 CONNECT TO BOILER BLOW DOWN FOR DETAIL SEE M202 DETAIL-1. 1© ECCENTRIC REDUCER(FLAT ON THE BOTTOM). 2" CONDENSATE RETURN. 1® 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) 1© CORE THRU WALL AS NECESSARY TO PROVIDE 1-1 /4" DIA GAS SUPPLY LINE TO BOILER. POINT OF CONNECTION TO THE MAKEUP WATER. 1© 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. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 4 2112(1 CAN of Tukwila BUILDING DIVISION LEGEND / SYMBOL KEY MAP M 11-ot; Inc a. AMF c\ iL-k "C3 r,s, CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com fJO Stamp: PRD.A.p (c,0 WAS/l'7 4 0c 34218 '► 0 9 O 4 �Fs5 0N/ LT E F�F\�ExP. 03/19/22 Project: Tenant Improvement For: SHASTA BEVERAGES INC. BOILER ROOM 1227 Andover Park E Tukwila, WA 98188 REVISIONS FOR CITY SUBMITTAL 2/10/20 J 0_ CZ 0 0 J LL_ Q U_ Z Q 1 LLJ Project Manager. CR Date: N Scale: N Prgect Number 1911026 5 SHEET NUMBER M 100 1 0 BOILER ROOM\AC BEVERAGES \A.191 1026 - IUKW 2' CONDENSATE RETURN 3" STEAM SUPPLY 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 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 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. O 0 0 0 KEY NOTES: CONNECT 3" STEAM SUPPLY LINE TO THE NEW BLENDING MACHINE (3300LB/HR @60 PSI). CONNECT 3" STEAM SUPPLY LINE TO THE NEW BATCHING MACHINE(2750LB/HR @60PSI). CONNECT 1 1/2" CONDENSATE RETURN TO THE NEW BLENDING MACHINE SEE M203-1. CONNECT 2" CONDENSATE RETURN TO THE NEW BATCHING MACHINE SEE M202 -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. RE ✓IE';' 'Li FOR CODE COMPLIANCE APPROVED AUG 2 4 ?0?.(1 City of Tukwila BUILDING DIVISION LEGEND / SYMBOL P EN , ERiw'C :IBC CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com Stamp: 0 0 0 U Z W 0 W I5 >0 uw 0 2 W o W rra V) J Q 1=0 V) CO 1227 Andover Park E Tukwila, WA 98188 REVISIONS FOR CITY SUBMITTAL 2/10120 Project Manager: CR Date: Prole et Number: 1911026 Z MECHANICAL FLOOR P Sheet Title: SHEET NUMBER M1O1 a 0 0 0 0 U O CIL 0 E 0 LIJ 0 FLOOR LAYOUT-BATCHING & BLENDING EQUIPMENT 1 1 /2"=1 '-0" KEY MAP M ►9- o';'- :3 BOILER FEEDWATER PIPING: A. PIPING FROM BOILER FEEDWATER PUMP DISCHARGE TO INLET OF BOILERS. B. PIPE: CARBON STEEL, ASTM A53 GRADE B OR ASTM A106 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 816.11, 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 816.11, 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 A 193, 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. B. 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. 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. FILL 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. B. 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. E. 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 s 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. 2 3461 rpm 15.4 US gpm 310.7 h..., 410,1 ft 13_.. 13 Description General intonation: Product name: Product No.: Technical: Rated pump speed: Rated flow: Rated head: Head max[.... .. Stages: Impellers: Number of reduccedd•diameter 0 impellers: Low NPSH: Yee Pump odentatioo: Vertical Shaft seal arrangement: Single Code for shaft seal: HOGE Approvals on nameplate: GURUS Curve tolerance: 1509906:2012 38 Pump version:...... K Model: A Cooling: TEFC Materials: Base: Cast lien _.... EN 1581 EN-GIL-200 ASTM A48-258 Impeller: Stainless steel EN 14301 __.. AISI 304 A SIC 363 psi l 250 °F 363 psi / -4 F Type of connection: 01N / ANSI / JIS Slze of inlet connection: DN 25/32 Size of suction port: _.. 1 1/4 inch........ Slze of outlet connection: DN 25'32 Size of outlet port: _..... 1 1/4 inch Pressure rating for ppe connection: pN - -... Flange rating Inlet: 250 lb Flange slze for motor 162TC Connect code: Liquid: Pumped liquid: Liquid temperature range: Liquid temperature during operation: Density: Electrical data:......... Motor standards _........ _.._ Motor type: IE Efficiency class: -_.... Rated power - P2. GRUNDFOS CX Material code: Code for rubber:.... Bearing:. Installation: Maximum ambient temperature: Maximum operating pressure: Max pressure at stated temperature: Water -4.. 248'F.. 66 °F .. 62.2916lft' NEMA 90FA NEMA Premium I IE3 60Hz 3 HP Printed from Grundfos Product Center 12018.08.004f Company name: Created by: Phone: Email: Date: IHPI 2.5• Brabazon Pump, & Compressor Bob Potts 920-569-1796 rjp@brabazon.com 12/20/2018 -100 .00 .60 .49 -22 e NPSH +n 25 BY OTHERS: BOILER FEED WATER PUMP BOILER FEED WATER PUMP SCALE CEILING / TRUSS UNISTRUT LAG BOLT TO CELING (TYP) - 1/2"0 THREADED ROD -. DOUBLE NUTS WITH WASHERS 16 GAUGE 1 3/4" WIDE GALV STEEL BAND - MIN. DEPTH OF LAG BOLT PENETRATION SHALL BE 2 1/2" (NO EXEPTIONS) 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 16 GAUGE POP RIVETS (TYP) PIPE HANGER SEISMIC BRACING DETAIL S?E TO MATCH UNIT CONN (UNO) EXTEND REGULATOR VENT FULL SIZE MINIMUM OF 10' FROM ADJACENT AIR INTAKES & 1' 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 1-1/4"0 MN 6" DRIP LEG BOILER GAS CONNECTION STEAM BOILER B-1 SCALE REVIEWED FOR CODE COMPLIANCE APPROVED Iti••• 01?). QA GAS PIPING MAT'L, C.S., SCH 40, THREADED PER 2015 IFGC SCALE 0) CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com Stamp: REVISIONS FOR CITY SUBMITTAL 2110/20 Project Manog Dote: Scale: Project Numbe 1911026 XP. 03/19/22 W a J Z 2 U w N 9) SHEET NUMBER O 0 U 0 0 0 M200 `. ECHANICAL\M 1911 0 0 KEY NOTES: I 2 I 3 I 4 I 5 I 6 l 7L 8 I 9 1 10 ) 11 I 12 I 13 I 14 I 15 I 16 18" -02" -H-SERVICE STEAM POINT OF CONNECTION BY OTHER. A CLEARANCE 62." LEFT END RIGHT -II END SERVICE -+' CLEARANCE A 1 n C '�\ II II-11 ( 0 11P E v Nr-R jv; ItC = 2„ 1112 )� O VENT COND. 2" CONSULTING ENGINEERS OVERFLOW 2" ® - - OVERFLOW MAKEUP COND.'� RETURN RETURN COND. STRUCTURAL, MECHANICAL, PLUMBING, 2" GG RETURN 7q^ ELECTRICAL, CIVIL, SURVEYING, B I 1 4„ 1 i" 1 B ARCHITECTURAL 02" MAKEUP FLOAT } TEMP. GAUGE - `1 I-6^ 1 q- I 2 - 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 CHEM 1/2' ® ® C a" 21a. 1 ® THERMO SP 2„ HPR pa -NPR/ P (714) 385-1835, F (714) 385-1834 www.peica.com 21a 0 LWCO FLOAT 1" PUMP / O ../?.,J ® 1 '1,-,...,..RECIRC DRAIN 1112" PUMP 1112" 1 REGIRC 1/2" - i O ZZ me 11 1L@ I�I 1LG % es - IA� ,. .... ._.. _ —s 5 7 ,• .. - SUCTONICAL �,D p•AL , SUCTION x.. PIPING DPIPING E I. I ® ® 1i ` ,..1 — E e - h �d F F Stamp: D.-NMI,tw 11111 ©I .I _ . . . . IIII�'�1�.,.. _ O G 34218 '. 26 o ,p O (��'` Fy�Cl SiER(�G�� - sa° - WARNING_ LIFTING LUGS OR EYES IF PROVIDED ON THE VESSEL NA L E EXP. 03/19/22 H . , -- - -- "_' _ ... _ _. SHALL ONLY BE USED TO LIFT THE VESSEL WHEN IT IS DRY (EMPTY)- LIFTING VESSEL CONTAINING LIQUID COULD RESULT IN DAMAGE TO THE EQUIPMENT H ATTENTION: AND/OR AND/OR SERIOUS PERSONAL INJURY. IT IS STRONGLY RECOMMENDED THAT ALL JOINTS. UNIONS. MOUNTING FASTENERS, AND CONNECTIONS ; — BE CHECKED FOR TIGHTNESS AND ALIGNMENT AFTER INSTALLATION TO ENSURE PROPER PERFORMANCE. 1 " CAUTION DIMENSIONS ARE APPROXIMATE AND SHOULD NOT BE O�i rY1 /% \ f/h\ 25" USED IN RESTRICTIVE LAYOUTS OR TO PREFABRICATE ASSEMBLIES. TYPICAI:. -0.5" MOM I I IMMIIII I • WI PROJECT ...I 1� SHASTABEVERAGES �4 �4 �� ) J i■ TUKWILA, — WA EQUIPMENT CORPORATION J THIS DRAWING IS PROPERTY OF PBBS EQUIPMENT CORPORATION, MENOMONEE FALLS, WI. IT IS SUBJECT TO CHANGE WITHOUT AND ISNOT TOBEC PIED OR USED NANY WAY DETRIMENTAL TTOCE SCALE NONE MENOMONEE FALLS, WISCONSIN DRAWING 181220-1143 DD REV J • PBBS EQUIPMENT CORPORATION. !!!7 !7 SUGGESTIONS AND INFORMATION CONTAINED ON THIS DRAWING ARE SIZE DATE 12-20-2018 SHEET 1 OF 2 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 1 10 NOT INTENDED TO SUPPLANT NATIONAL OR LOCAL CODES OR LAWS. 1 11 I 12 I B 13 I 14 I 15 I 16 ERAGES IN( M FEED WATER TANK SCALE NTS 3 0 T _ >0w LW0L09 /� TOTAL / \ •.0 ROC iLOAD 0 co CZ $_. Q i / \ m STEAM \ (/) J \ / \ / V V V4 P-2 EA. TERMINATION TO EQUIP. M200 7-10" O FLUE 3 O N 5 ' ^ C N B d MAKE-UP WATER 15:�+' 1 >REF) ( p GAS REVISIONS VENT FOR CITY SUBMITTAL 2110120 7- LEVEL GAUGE 0 (REF) FEED TANK _ STEAM BOILER •\ _ BURNER — Q lit I'21 LLJ --1 -, pli REVIEWED ELM RJ c _IED1 1 DRAIN ! CODE COMPLIANCE, 1 APPROVED G{ 3 <I N.O. �gg�� 999yy G. AUG rp LI�f-) t& 7U_ Z c BOILER SLOWDOWN FLOOR i ELEV City of ) UkWIlis _ ~ DIVISION w —�BLfiLDii�G FD o Project Manager: CR AO ROOF PENETRATION PER COCE EL. © STEAM PIPE/HEADER INSULATION "B" Pate o WEATHER SEAL (TYPE VENT IS BY OTHERS Scale: - 5) Project Number: ,/,1911026 lig, SHEET NUMBER 141 3 BOILER GAS CONNECTION SNTSE SCALE M20 1 ELEVATION DIAGRAM NTS LU r) 0 0 0 0 U 0 LU O 911026.DWG BOILER ROOM\ACAD\ BFVFRAGFS\A.1 CleaverBrooks BLOWDOWN SEPARATORS CONTENTS FEATURES AND BENEFITS 3 PRODUCT OFFERING 3 SAMPLE SPECIFICATIONS 11 ILLUSTRATIONS Figure 1. Blowdown Separator Dimensions 3 Figure 2. Automatic Drain Water Aftercooler (18DF) Dimensions 6 Figure 3. Automatic Drain Water Aftercooler (16DS) Dimensions 7 Figure 4. Automatic Drain Water Aftercooler (20A0) Dimensions 7 Figure 5. Model 5D Dimensions 8 Figure 6. Separator Floor Stand 9 Figure 7. Separator Wall Bracket 10 TABLES Table 1. Boiler Blowdown Separator Sizing 4 Table 2. Cooling Water Line and Valve Sizing 8 This section contains information on blowdown separators, which are used to provide safe and economical flash purification to enhance blowdown effectiveness. CleaverBrooks' 11-14 A B C j D J E F G H 013" 7 I+-- 106" TYP. (TUBE CLEARANCE) 414" _ 1251"(SHELL LG.) 564"(REAR DOOR SWING) 6 611 21i"_.-. 7" �9b°f 17' —{ 45-TB" ) 25" 8"REF-•- 6 .... 1111AIN / ieN 09,„,:: y r - 5 STACK FLANGE DETAILS D 1 /- _ .' 3 r - 6 308" - i6"REF. 4 Og. c�.(O}i) J '--- 39z"REF. ,E 1 011111. 11uf'II • • • 13 J i1111. "J ��o 1 Mr1 �, o 0 NWL i TOTp 0 • I a= 1„_ • 0 • mp �1 • P hlrpl a • 0 ‘7; ( T. m r. . d o i • .. 3 m �� 0 Y A 472" 8^ o e 3 �..E�� 4 i'0 a� p;w*1 . p. � 1, ■IiI�1i� 2" y — H 168" — - 12416" .J 1' — 321" 16e"REF ._ 12516" (SHELL LG.) 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 HORSEPOWER: 100 HP 3 Jf/CTORYENENek 2 B LWCO (PRIMARY): 1" NPT 3 R STACK THERMOMETER: 1/2" NPT 1 DESIGN PRESSURE: 150 PSIG STEAM 2 (� L C LWCO (AUX): N/A N/A S SIGHT PORT: 2" NPT 1 GROSS OUTPUT: 3,348 MBH 1 D LWCO (PROBE): 1" NPT 1 T CHEMICAL FEED: NIA N/A STEAM OUTPUT (FROM & 212°F): 3,450 LBS/HR REV BY DATE CHK'D DATE DESCRIPTION 70701 E. 126th St. North, 001117,,A1le, OK 74021 PH: 918-274-0023 FAX 918-274-0059 E BOILER BLOWDOWN: 1-1/4" NPT 1 U FGR: N/A N/A RATED INPUT: 4,185 MBH NOTES — F SURFACE BLOWDOWN: 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 0—. SURFACE (ASME): 500 FT^2 H SAFETY VALVE 2: N/A N/A X EXTRA CONNECTION: N/A N/A FURNACE VOLUME: 19.85 FT^3 M J�MANWAY: N/A N/A Y EXTRA�� CONNECTION: N/A N/A TURNAROUND VOLUME: N/A 1 K HANDHOLE (SHELL): 3.1/2" X 4-1/2" 4 Z EXTRA CONNECTION: N/A N/A STEAMING VOLUME: 7.96 FT^3 1 L HANDHOLE (TS): N/A N/A AA EXTRA CONNECTION: N/A N/A STEAM RELEASE AREA: 23.21 FT^2 r I, "_r. REP: WARE 1 M CLEANOUT PORT: N/A N/A BB EXTRA CONNECTION: N/A N/A WATER CAPACITY (FULL): 552 GAL @ 4,593 LBS I PROJECT: 100X HP STOCK BOILER N FEEDWATER: 1-1/4" NPT 1 CC EXTRA CONNECTION: N/A N/A WATER CAPACITY (NWL): 493 GAL @ 4,096 LBS SCALE DRAWN BY DATE CHECKED BY I DATE DRAWING NO. BOILER MODEL P AUXILIARY/VENT: N/A N/A DD EXTRA CONNECTION: N/A NIA SHIPPING WEIGHT: 7,750 LBS NTS MJM 3/28/17 MJM 3/28/17 VEO 13952 F3-DB-548C-1OOX-S150-SB A I B J C 1 D ( E I F I G H BLOW DOWN SCALE NTS 3 BOILER SPECIFICATION SCALE 49.29[1251.9] 35.72[907.3] 26.27[667.1] .76[19. 3] 46.95[1132.6) AW SECURE FLEX HOSE TO FRAME WITH P-CLAMP 28.17[715.6] 24.86 [63I.4] 4.89[378.2] o[o a] DETAIL "A" T OF COMPONENT D.TAG PART NUMBER PART TITLE 88 P SUPPLY & RETURN ASSEMBLY 8813.01-02 TEAM INLET ASSEMBLY 18813-01-03 ONDENSATE RETURN ASSEMBLY 18813-01-04 NEUMATICS ASSEMBLY 585.85-58-070-05D HEMICAL INJECTION ASSEMBLY, 31NLEr5, META 7 HX-600 01 685.87-74-001-69A 685.91-73.005-05A HEAT EXCHANGER, PLATE & FRAME, ALFA LAVAL T56-MFG 50 PSI STEAM 100GPM WATER 3" ANSI 150#/ 3" TC PUMP, GEAR, CHEMICAL, 1/4" NPT, 316 SS, D-0.5 GPM 8 V-10 685-92-69-001/6A VALVE 1/2" TUBE,Y-PATTERN,55316,BURKERT A/0 S/C 9 K-07 686-92-72.007/5A HECK VALVE, 1/2" COMPRESSION, 1 PSI CRACKING PRES511 685-83-65-001-1400 E, ICIP, 3045 2 685-BMSC4N ALE CONN 1/2 X 1/4 PARKER SS316 12 685-8MA8N MALE TUBE END ADAPTER, 1/2" TUBE x 1/2" MNPT, PARKE 31655 240-50-01-487/6A /2" UNION ELBOW 55-810-9 14 685-8EE8 LBOW, N/M, UNION, 316 SS, (1/2" X 1/2") DIA 685.8M5EL8N ALE ELBOW 1/2 X 1/2 PARKER 55316 6 1 685-80-73-003/0A /2" STAUFF TUBE CLAMP 7 FT 685-ROUND-T06E-9 POL TUBISHEDE, ANNEALED, ASTM A249/A269, 316E S5, 1/2' DIA X .035W, 64.99[1650.6] DAL 18.53{470.6] 9.24[234.7] Of .0] NOTES: 1 SEE SHEET 2 FDR CONNECTION CALL -OUTS 2 SEE SHEET 3 FOR FOOT PAD LOCATIONS /MS wwxF,sHn, wl SEE BONI SYRUP ROOM INTEGRATED CIP 18813-0 NTS 2 CIP SUPPLY TO SYRUP ROOM 3" T.C. CONNECTION CIP RETURN FROM SYRUP ROOM 3" T.C. CONNECTION WATER INLET FROM PLANT 3" T.C. CONNECTION CAUSTIC INLET FROM PLANT 1/2" FNPT CONNECTION CAUSTIC INLET FROM PLANT 1/2" FNPT CONNECTION ACID INLET FROM PLANT 1/2" FNPT CONNECTION STEAM INLET FROM PLANT 3" 150# FLANGE CONNECTION CONDENSATE RETURN TO PLANT 2" 1504 FLANGE CONNECTION REVIEWED FOR CODE COMPLIANCE APPROV AUG 2 4 2,1V City of Tukwla BUILDING DIVISION AIR INLET FROM P1ANT 1/2" FNPT CONNECTION iqp oI1Y). SYRUP ROOM INTEGRATED CIP 18813-01 'LUMP 1N ER.Nry INC. CONSULTING ENGINEERS ---.._...__..------- STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com Stamp: U 0) 0 0 Tenant Improvement Fo • U 0 1227 Andover Park E co/ W Tukwila, WA 98 REVISIONS FOR CITY SUBMITTAL 2/10/20 Project Manager: CR Date: Scale: Project Number: 1911026 z 0 v I Ja DU of wU U LL' n- J Q z U w z I I • 5 U• Uxx W Sheet Title SHEET NUMBER 6 0 BATCHING EQUIPMENT SCALE NTS 1 M202 911026.DWG tR ROOM \ACAD\MtCH .75[19.0] 7.33 [186.1] 7.00[177.8] 23.03[585.0] HX CL 36.03 [915.1] 49.87 [1266.6] 68.22 [1732.7] 75.62 [1920.7] n;, aa iv :A: II I'll 1' ^'1' IIh ,. Iam .. .. mg 1 169.54[4306.2] OAL Y 9.26[1759.1] 54.12[1374.6] -48.13[1222.4] 21.92[556.8] OPERATING WEIGHT: 5 TONS �IIII�� ,ice ;: i11 t:1:,.7:1 ' ll�� l iii7 +Il�.�l ! Ii., r�■ �ilillliiiIi 85.75[2178.0] OA 33.69 [855.7] 21,92 [556.8] 8.78[223.0] 0[0.0] 0.50 [266.6] REF. LIST OF COMPONENTS ITEM N0. I.D. TAG QTY, PART NUMBER PART TITLE 18816-01-01 HFCS INLET ASSEMBLY 2 18816-01-02 SYRUP PUMP ASSEMBLY 18816-01-03 CIP / WATER INLET ASSEMBLY 4 18816-01-04 HOT WATER SUPPLY ASSEMBLY 18816-01-05 STEAM INLET ASSEMBLY 6 18816-01-06 CONDENSATE RETURN ASSEMBLY 7 18816-01-07 PNEUMATICS ASSEMBLY 685-83-65-001-1860 FRAME, SYRUP BATCHING SKID, 30455 9 02VP 685-92-74-002/21A VALVE ASSEMBLY, BUTTERFLY, ACTUATED, 2" TRI-CLAMP 10 01VP 11 12 011T OIHT 685-92-74-002/19A 685-73-73-001/19A VALVE, BUTTERFLY ASSEMBLY ROSISTA APV 1" TUBE 0D 31655 TRI CLAMP CONNECTIONS 685-87-74-001-1274 E&H LEVEL PROBE 36" 3/4" NPT HEAT EXCHANGER, PLATE & FRAME, 18 PLATES, ALFA LAVAL TS6-MFG 13 684-84-77-002-00A TANK, RAPID MIX, 300 GALLON, 48" SQUARE, BREDDO, 40HP DRIVE 14 15 16 17 18 19 20 685-86-69-002-05A 685.86.71.001/6A 685-86-71.001/8A 685-86-71-005/26A 685-86-71-013/0A 685.86.75-002/6A 301999957546 2" LANTERN CAP (LOWER) W/ 1" HOLE ELBOW, 90 DEGREE, I" SHORT, TU8E, 316E 5S ELBOW 2" 90 DEG SHORT TEE, REDUCING, 2"XI°, 316E SS COUPLING,HALF,3/4" NPT,316L SS,SCH40 FERRULE, WELDING, SHORT, 31655, 1" FERRULE, WELDING, SHORT, 31655, 2" 21 22 23 24 25 6 FT .5 FT 685-ROUND-TUBE-5 685-ROUND-TUBE-3 685-86-72-001/2A 685-86-72-001/1A 685-86-72-001/0A TUBE, SANITARY, 316L SS, 2" DIA X .065W, POLISHED 32RA TUBE, SANITARY, 316E SS, 1" DIA X 0.065" THK, POLISHED GASKET, TRI-CLAMP, EPDM, 2" GASKET, TRI-CLAMP, EPDM, 1-1/2" GASKET, TRI-CLAMP, EPDM, I" 26 27 685-86-73-001/1A 301054620220 CLAMP, TRI-CLAMP, 30455, 2" CLAMP, TRI-CLAMP, 30455, 1-1/2" & 1" /MS KNS, INC. WAUKESHA, WI REVISION UST BATCH MIX STATION W/DATA REPORTING D 18816-01 AIR INLET FROM PLANT 1/2" FNPT CONNECTION HFCS-42 INLET FROM HEADER 3' T.C. CONNECTION HFCS-55 INLET FROM HEADER 3" T.C. CONNECTION SYRUP SUPPLY TO MIX -PROOF SKID 3" T.C. CONNECTION 1111\r, 0 P4 *(...'''..(1 "".'''''. • IOW CIP SUPPLY TO HOSE 1-1/2" T.C. CONNECTION STEAM INLET FROM PLANT 3" 1538 FLANGE CONNECTION CONDENSATE RETURN TO PLANT 1-1/2" 1500 FLANGE CONNECTION CIP INLET FROM HEADER 2-1/2" T.C. CONNECTION WATER INLET FROM PLANT 2-1/2" T.C. CONNECTION TREATED WATER INLET FROM PLANT 2-1/2" T.C. CONNECTION CIP RETURN TO HEADER 2-1/2" T.C. CONNECTION AKHS KHS, INC, IUIJ WAUKESHA, WI BATCH MIX STATION W/DATA REPORTING D imam!. 18816-01 REVIE`,NED FOR ) ' CODE COMPLIANCE 1 APPROVEt UG 2, 4. 202( City of Tukwila UILDING DIVISION 1411i-•DISI Inc FAY' ENCINELFING CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www,peica-com Stamp: 0 O 0 Tenant Improvement For: 1227 Andover Park E Tukwila, WA 98188 REVISIONS FOR CITY SUBMITTAL 2/10/20 Project Manager: CR Date: Scale: Project Number: 1911026 Sheet Title: SHEET NUMBER or s tt 0 0 0 0 O 0 0 BLENDING EQUIPMENT SCALE NTS M2O3 (E) 2x SUB-PURLIN PER PLAN (N) SAMMYS 'SIDEWINDER FOR WOOD' SCREW 3/80 ALL THREAD ROD ADJUSTIBLE SWIVEL RING HANGER @ 8'-0" O.C. GAS CONDUIT PER MECH'L (MAX. WT.: 2.272 PLF) CONDUIT SUPPORT (E) SHEATHING— (E) 2x PER PLAN -- -- 4x FLAT BLK'G W/ 'A34' EA. END - =1 ~-600T250-43 SLIP TRACK W/ (2) #10 WOOD SCREWS @ 24" O.C. SIMPSON 'SCW 5.5' CLIP EA. SIDE W/ (4) # 12 WOOD SCREWS BOX COLUMN PER PLAN SEE 12 NOTCH FLANGES & ATTACH W/ (4) #10 SMS EA. SIDE MPSON 'SSC4.25' CLIP, T.&B. BOX BEAM TO COLUMN 1 `f BOX COLUMN PER PLAN SEE SIMPSON 'FCB 4.75' CLIP EA. SIDE W/ (12) #12 SCREWS & (4) 1/4"0x1-3/4"SIMPSON 'TITEN 2' CONCRETE SCREWS (IAPM0 466) (E) CONC. SLAB (E) SHEATHING (1) LAYER OF5/8" TYPE "X'' GYP. BD. AT UNDERSIDE OF (E) ROOF STRUCTURE AND HORIZONTALLY EXTENDED 48" ON BOTH SIDES OF WALL 600T250-43 SLIP TRACK W/ (2) #10 WOOD SCREWS @ 24" O.C. (1) LAYER OF 5/8" TYPE 'X' GYP. BOARD ON BOTH SIDE 6005162-33 @ 16" O.C. (MAX SPAN: 23'-0") —2x PER PLAN FLEXURAL BRACING @ 5'-0" 0.C. WALL PERPENDICULAR TO (E) ROOF JOIST 600S162-33 @ 16" 0.C. (MAX SPAN: 23'-0") (1) LAYER OF 5/8" THK. - TYPE 'X' GYP. BOARD EA. SIDE 600T125-33 BOTTOM TRACK W/ (2) 0.157"0 SIMPSON 'PDPAT' FASTENERS (ICC #2138) @ 16" O.C. (3/4" EMBED.) FLEXURAL BRACING @ 5'-0" 0.C. (E) CONC. SLAB (E) CONC. SLAB PER PLAN 1 /2" 0 A193 GR. B8/B8M (304/316SS) THR'D ROD & SIMPSON'SET-3G' EPDXY (ICC #4057) SPECIAL INSP. REQ'D (4" EMBED) 1 EA. CORNER, 4 TOTAL UNIT PER PLAN PLAN UNIT ANCHORAGE S. --t CLIi=j r- �11. ! a' —I a -- I — DTI-Tf T T -�' it IT _ 1- I I I�III� II -11 II I UNIT PER PLAN BASE PLATE PER MFGR. IW/1 /2"0 A193 GR. B8/B8M (304/316SS) THR'D ROD & SIMPSON 'SET-3G' EPDXY (2) EA. SIDE, (4) TOTAL (ICC #4057) SPECIAL INSP. REQ'D (4" EMBED) (E) CONC. SLAB PER PLAN BOX COLUMN TO (E) ROOF BOX COLUMN TO (E) SLAB METAL STUD TO (E) SLAB UNIT ANCHORAGE 600T150-54 UNPUNCHED TRACK T.&B. (Fy = 50KSI) BOX BEAM / COLUMN PER PLAN #10 SCREWS @ 12" O.C., TYP. (E) SHEATHING —2x BLK'G @ 24" O.C. W/ 'A34' EA. END (1) LAYER OF 5/8 " TYPE "X" ---�-- GYP. BD. AT UNDERSIDE OF (E) ROOF STRUCTURE AND HORIZONTALLY EXTENDED 48" ON BOTH SIDES OF WALL 600T250-43 SLIP TRACK W/ (2) #10 WOOD SCREWS @ 24" O.C. (1) LAYER OF 5/8" TYPE 'X' GYP. BOARD ON BOTH SIDE 6005162-33 @ 16" O.C. (MAX SPAN: 23'-0") 2x PER PLAN FLEXURAL BRACING @ 5'-0" O.C. 'n 8" r. 3/16 TANK LEG PER MFGR. 3/8" BASE PLATE W/ (2) 1/2"0 A193 GR. B8/B8M (304/316SS) THR'D ROD & SIMPSON 'SET-3G' EPDXY (ICC #4057) SPECIAL INSP. REQ'D (4" EMBED) 3 TOTAL TANK LEGS 6 TOTAL ANCHORS (E) CONC. SLAB __. PER PLAN 7 III-111 I .—. REVIEVV'ED FOR ODE COMPLIANCE! APPROVED 6`yU6 4 2 2l City of Tukwila BUILDING DIVISION A UNIT PER PLAN BASE PLATE PER MFGR. W/ (2) 1/2"0 A193 GR. B8/B8M (304/316SS) THR'D ROD & SIMPSON'SET-3G' EPDXY (2) EA. SIDE, (4) TOTAL (ICC #4057) SPECIAL INSP. REQ'D (4" EMBED) (E) CONC. SLAB PER PLAN I-I1 rl III l II- t4VI- o15ti ?1UMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com Stamp: 0D. A 4Asy/ 34218 /9NA L EST' EXP. 03/19/20 Tenant Improvement For: 1227 Andover Park E Tukwila, WA 98188 REVISIONS FOR CITY SUBMITTAL 2/10/20 CR 2/27/20 ale 1911026 J LLJ 0 —J U V) Sheet Title: SHEET NUMBER S2O0 0 0 0 0 BOX COLUMN/BEAM DETAIL 0 WALL PARALLEL TO (E) ROOF JOIST ANCHORAGE DETAIL UNIT ANCHORAGE