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HomeMy WebLinkAboutPermit M17-0157 - ODIN BREWING COMPANY - WALK-IN COOLERODIN BREWING COMPANY 402 BAKER BLVD M17-0157 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: htto://www.TukwilaWA.eov MECHANICAL PERMIT 0223100031 Permit Number: M17-0157 402 BAKER BLVD Project Name: ODIN BREWING COMPANY Issue Date: 11/27/2017 Permit Expires On: 5/26/2018 Owner: Name: MRFH LLC Address: 2305 HUGHES AVE SW , SEATTLE, WA, 98116 Contact Person: Name: DAN LEE Address: 402 BAKER BLVD , TUKWILA, WA, 98188 Contractor: Name: NEW CASTLE MECHANICAL LLC Address: 9823 160 ST E - SUITE A , PUYALLUP, WA, 98375 License No: NEWCACM9240D Lender: Name: Address: I Phone: (206) 953-1315 Phone: (253) 503-7390 Expiration Date: 10/7/2018 DESCRIPTION OF WORK: INSTALL WALK IN COOLER. Valuation of Work: $4,000.00 Type of Work: NEW Fuel type: ELECT Fees Collected: $258.87 Electrical Service Provided by: PUGEST SOUND ENERGY Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: Date: 2014 2014 2014 2015 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development per and agree to the conditions attached to this permit. Signature: Print Name: Date: /7 - 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: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 4: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: ***MECHANICAL PERMIT CONDITIONS*** 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 13: 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. 14: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 15: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 16: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 19: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 20: ***MECHANICAL PERMIT CONDITIONS*** 21: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 22: Manufacturers installation instructions shall be available on the job site at the time of inspection. 27: The attached set of mechanical plans have been reviewed by The Tukwila Fire Marshals Office and are acceptable with the following concerns: 26: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4)(EXTEND SPRINKLER PROTECTION TO THE WALK-IN COOLER.) 24: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 23: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No.-( 17-4(S7 Project No. Date Application Accepted: Date Application Expires: LQ I -t7 301 (For office 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: 40Z 71Weg- D King Co Assessor's Tax No.: Suite Number: Floor: Tenant Name: OP/Ai 13Rrc(JJIA3c Cc) PROPERTY OWNER Name: vim' f Lea Name: H p� F I 1 /' . Address: �`.`,or5�` 1,` CState: ilJ es /CSG . Sp City: tl utri) Zip:gg / CONTACT PERSON — person receiving all project communication Name: vim' f Lea Address: 40.2, .13mew.a LV Q City: (1- - w i c1 `il State:a.04 Zip: 981 M. Phone:206 95-3. qls-Tax: EmailQ . p c,+rj b ✓ec.. ui stq • e ow, 0 New Tenant: ❑ Yes ®,,.No MECHANICAL CONTRACTOR INFORMATION Company Name:1\1E14 of ` .ectotk`, Address: Loa..1(1. s'r• 6.. 51-t. . A `GZip:q City: 0 "�,�1 ' State: 0 70 yeir 3-°3 .ax: Phone: 2.5- 25- Contr Reg No.: N r _ c Exp Date: 10 (zoi: to Tukwila Business License No '1 gtA5 09161.24 Valuation of project (contractor's bid price): $7 Describe the scope of work in detail: Use: Fuel Type: Residential: Commercial: Electric New New 0A -J (i) ,-6-. 014 Rep acement Rep acement Gas ❑ E Other: HAApplications\Foma-Applications On Line\2016 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Residential, Nighttime Furnace >100k btu Industrial Floor furnace I Suspended/wall/floor mounted heater 57 dB(A) Appliance vent Commercial Repair or addition to heatirefrig/cooling system 47 dB(A) Air handling unit 65 dB(A) <10,000 cfm 60 dB(A) Unit Type Qty Air handling unit Residential, Nighttime >10,000 cfm Industrial Evaporator cooler I Ventilation fan connected to single duct 57 dB(A) Ventilation system Commercial Hood and duct 47 dB(A) Incinerator — domestic 65 dB(A) Incinerator — comm/industrial 60 dB(A) Unit Type Qty Fire damper Residential, Nighttime Diffuser Industrial Thermostat 55 dB(A) Wood/gas stove 57 dB(A) Emergency generator Commercial Other mechanical equipment 47 dB(A) 60 dB(A) 65 dB(A) Boiler/Compressor Qty 0-3 hp/100,000 btu 1 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-lOpm); • 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). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 ' 1 R AUTHORIZED AGENT: Signature: / Date: igth2"7,-a Print Name: ( Day Telephone: Mailing Address: 472—. /a Agee 644.D H:Wpplications\Formt-Applications On Line\2016 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 bh 77�1tat City 2v6 -151- /3/S- t/41.- ceigk State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $258.87 M17-0157 Address: 402 BAKER BLVD Apn: 0223100031, $258.87 Credit Card Fee $7.54 Credit Card Fee R000.369.908.00.00 0.00 $7.54 MECHANICAL $241.66 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $160.18 PLAN CHECK FEE R000.322.102.00.00 0.00 $48.33 TECHNOLOGY FEE $9.67 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12691 R000.322.900.04.00 0.00 $9.67 $258.87 Date Paid: Tuesday, October 31, 2017 Paid By: DANIEL LEE Pay Method: CREDIT CARD 025431 Printed: Tuesday, October 31, 2017 10:54 AM 1 of 1 C A-! ! N SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit ,vtr7- 6137 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: C3,40t1 /8 R 4J(NGr Type of Inspection: Ro4/4 l'vI4C 4Aid ICA -L Address: 110 2. BARE t PL VD Date Called: -k Special Instructions: idis CH -A /0)-L iPi /D c I Lt/,y1-77.6 ) rq t' E R RFF, Rl Ftgl 77 »tj .p -40f Pi Date Wanted: 12 -6-17 Ca.m: p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: ®g- R ®VC m /11 C(M/lC - L Ok - . c of P. ,c -f- -, -k -ricyr o . A FR jG /r1- Zk . f i 1`i t Mt/ -MJ, cfr. Inspector: 315 Date: -6,-17 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Barr Inc 1423 Planeview Drive Oshkosh, WI 54904 920-231-1711 Phone {FULA Insulated Metal Panel detailing for 2-4 Inch panels Page - 1 Wall base detail Pages - 2-5 Wall corner details Page - 6 Wall to Ceiling detail Page - 7 Ceiling suspension detail Page - 8 Ceiling suspension detail REVIEWED FOR CODE COMPLIANCE APPROVED Nov 14 ni1 • City of Tukwila BUILDING.DIMISIPt4 RECEIVED CITY OF TUKWILA OCT 31 2017 PERMIT CENTER Mil -0161 4 .c (S2:13H10 A8) Ov wZ (Sa3H10 k8) Oviwz 4 m X H TI mN D0 Z O X 0 Z (71N r-1 i zIQ 0O— m. 01 co N m D g x z� N O p W �O _ _ -r CD N U ZU() PGS -� rnD D Orn r< 0 I{ t/)z �-1 > Z co 0 -0 m r m 0 ]aIS MOO 4" INSULATED METAL WALL PANEL 0 0 z N e. O X Z X c �N N 2J m 0 ' 1— 1-- K —(- m m zD -n - p� D 00 ND D� D co 013 r ppD . 0 N m Pi zz D CA 0 0 CA 0 O z m 0 P1 > F- D O O D 0) _o -m m 73 r- 0Ro D D Jr • < • D 00 m� > • 0 (/)W -r D w z m m> Z 0-1 Z _ -1 Z IDIS W�dVM 13NVd -1-1VM 1`d131N 031V1f1SNI >0 �Z (/)W oc Dr D u, Z mD O _1 Z _ -H Z N x N N 0 D m Z_ ) 2 m 0 13Ndd TIVM 1d13W 031`d1fSNl e 18 1V131/1 OJ 0 13NVd ONI113O 7V131A1 coivifSNI 11111111(!11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 W12�1 N3llV8 „9 3415 I4 VM NO 2L312i2:1V8 aOd` A „9 0 O -o S D z m O 0 W C) -< • O� 72 PI D cn r- iI 11111,0 ...111111 Z -+ 0 O 0 M > n = m j 01 0 w W-im mm M Z m® m-10, ozo z-1 O cmC7 -� m > W 0 0 co z --1 m m K m 0 D m 0 m 1 z 0 C m -D 0 3ois a100 NOIJY1f1SNI did H11M 410A 11Id GO -T1 -< A N z z DOm0 m rn =m I XJw z- �0<-- cn m n Z1 *< -Dime O K 0 O Z O W O (n X 0 Z -<' 0 › O O -1 O �g 11 m1D Z 331 Wf1N11AIMV 0ELI n 1-C Z c- G7� .o 0 0 Z m r dfl0 031V30NOO 31VI43V I31N1 m rn z m0 1-m co 0 m D z Z —I n 2 — 0 30 0 N a � 0 —1 . 2 Heatcraft Refrigeration Products 2175 West Park Place Blvd. Stone Mountain, GA 30087 Phone: 770-465-5600 Fax:: 770-465-5990 Bohn Load Calculations Client Data: Name: ODEN BREWING Phone: Fax: Quotation: Date: 08/17/2015 Job Name: +3s DEGREE COOLER Location: Room Data: Room Temp: Dimensions: Ceiling: Floor: Wall #1 (L): Wall #2 (W): Wall #3 (L): Wall #4 (W): Temp 110.0°F 50.0°F 90.0°F 90.0°F 90.0°F 90.0°F 35.0°F @ 0.90% RH 30.0 ft long X 30.0 ft Insulation: URETHANE -FOAMED IN PLACE CONCRETE URETHANE -FOAMED IN PLACE URETHANE -FOAMED IN PLACE URETHANE -FOAMED IN PLACE URETHANE -FOAMED IN PLACE Ambient Temp.: 90.0°F DB wide X 12.3 ft high K Factor in. BTU/ft2/°F/in Thick 0.120 4.0 1.250 6.0 0.120 4.0 0.120 4.0 0.120 4.0 0.120 4.0 Square Feet 900.00 900.00 369.00 369.00 369.00 369.00 Infiltration Data: Doors: Door 2: Door 3: Door 4: Qty Size (ft) Entering Air 1 7 X 3 90.0°F DB 0.50%RE 1 8 X 8 90.0°F DB 0.50%RH SRH Opening Time 1 /hr. 5.00 min. Air Curtain Number of Auxiliary Doors 0 Glass � `+ ii. 5 - j p C df + /'z-- 0 Dock Product Data: Type: Max. Load: Ent. Temp: Final Temp: Max. Inventory: BEER 22,1401bs 40.0°F 35.0°F 0 lbs Packaging: Load Time: Pulldown Time: 24.0 hrs. 24.0 hrs. t Freeze Point: SpHt Above Freeze: SpHt Below Freeze: Lat. Ht. Fusion: Ht of Respiration: 28.0°F 0.92 0.47 129 0.00 Miscellaneous Data: Occupancy: 0.44 People Lighting: 1.00 w/ft2 Motors: Forklift: 0.69 Equiv HP 0.00 Other: OBTU/day Calculation Results: Wall -Heat Gains: 12,000 BTUH 22% CTfS filtration Load:25, BTU- 47% Product Load: 7,002 BTU- 13% Misc Loads: 9,130 BTUH 17% Total Load: Runtime: 53,426 BTUH # 16.00 hrs/day t) Calculated load is based on pulldown data as provided by user, it is the responsibility of the user to ensure appropriate product packaging and air flow conditions prevail which will allow pulldown within this time period. $) The TOTAL LOAD includes a contingency safety factor of 10% to cover the possibility of unforeseen high load conditions, excessive ambient temperatures, unexpected increases of business, or product packaging changes. C0/00.w' ?a r�P Copyright © 1998 by Heatcraft Inc. All rights reserved. May 10, 2017 Dan Lee Odin Brewery 402 Baker Boulevard Tukwila, WA 98188 Re: Cold Room Anchorage Dan, E, We have reviewed the anchorage and support of the cold storage room installed at the Odin Brewery. It is our understanding from information that you have provided us that the cold storage room weighs 7,650 lbs and is 36' long x 34' wide x 12'-6" tall. The cold room is attached to the existing floor slab with 5/8" diameter expansion anchors at 4'-0" OC. The attached calculations verify the capacity of the existing structure to support the cold storage room and the seismic anchorage. Please let us know if you have any questions. Sincerely, Bernt Johnson, PE, SE Structural Engineer Lund Opsahl LLC REVIEWED FOR CODE COMPLIANCE APPROVED Nov 7.4 2017 City of Tukwila BUIL k 1 i. Peter Opsahl, PE, SE Principal Lund Opsahl LLC RECEIVED CITY OF TUKWILA OCT 31 2017 PERMIT CENTER M 11-0151 1201 First Avenue South, Suite 310 Seattle, Washington 98134 I 206-402-5156 I www.lundopsahl.com $ R CT U RA L C► LC U LA1 ONS Odin Brewery Cold Room Anchorage 402 Baker Blvd, Tukwila for Odin Brewery 5/1 0/1 7 Project Sect Sheet Page No. Client Designer Project No. Date www.lundopsahl.com Tel: 206.402.5156 ej1 tvJ o4?tTht ket T OF Cex.)0, s -kcle Two ctr,s7s. Loot- WT .o -c lu t•rls OJ CD 51 'MC - d 114 04,3 ) . `ry r w�1 U 4{-i 7(441) R MS 7-A (zj t'Sc0(.)' 1 writ. --vosk) /\'ko " 54.6 6*/Fr- tr.. %rfrr._ -Ts-1\1_ t.4 t5 NoT ppotcm iN s4.(*.cr 1. ;112.z: )�2 t.30 u R,tv:r Nt ahR.hv1'P-N I wit/L. B� itJgt7. io- , Nei CQ\J 4% 'w)R..+1•1-1i S erie ZS' tJit'r. o 2-S CdNrNs @_ 12" of-. V ('30Z)z. + 3�!'z..� x z = 70 a- r,`7 0 • Project Address: Design Code: Project Description: Project Odin Brewery Sheet Subiect Cold Room Anchorage client Odin Brewery Pam No. Designer www.lundopsahl.contl Tel: 206.402.5156 PAO Date 5/3/17 402 Baker Blvd, Tukwila 2015 IBC ASCE 7-10 Review existing structure to support new mechanical unit Provide seismic anchorage for the new unit Mechanical Unit Information (provided by Client) Unit Tag (e) Weight (n) Weight' % Change. Note Cold Room O lbs 7,650 lbs **Note: Mechanical Unit Weights were provided by Client. Lund Opsahl takes no responsibility if incorrect unit weights were, provided Summary The above mentioned mechanical units were reviewed for overturning forces from wind and seismic loading. Calculations verifying client's proposed anchorage are included. The proposed anchorage of the units is acceptable. J -Noted Odin Brewery Sheet Subject Cold Room Anchorage tllent Odin Brewery PageNo.. Designer PAO Date 5/3/17 www.lundopsehl.coml Tel: 208.402.5156 Seismic Design Criteria [ASCE 7-10 Chapter 13] Risk Category = II [Table 1.5-1] Site Class = D [Assumed] ap = 2.5 [Table 13.6-1] Rp = 6 [Table 13.6-1] Ip = 1.0 [Section 13.1.3] Ss = 1.Sg [Conservative for Wesern WA] Fa = 1.0 [Table 11.4-1] Sms = Fax Ss = 1.5g [Eq 11.4-1] Sds = 2/3 x Sms = 1.0g [Eq 11.4-3] z/h = 1.00 [Assumed] Lateral Seismic Force: 0.4apSnsWp z Fp = RRi %lJ? (1 + 2-) = 0.500Wp [Eq 13.3-1] <---Controls Fpn1 = 1.6SDSIpWp = Fpmtn = 0.3SDS1pWp = 1.600Wp 0.300Wp Vertical Seismic Force: Fp(vert)=+/-0.2SDSWp = 0.200Wp Wind Design Criteria [ASCE 7-10 Chapter 29] [Eq 13.3-2] [Eq 13.3-3] [Section 13.3.1] Avg Structure Roof Ht = 20 ft [Assumed] Risk Category = I1 Exposure = B [Section 26.7.3] Basic Wind Speed, V„It = 0 mph [Figure 26.5-1] KZt = 1.0 [Section 26.8.2] Kd = 0.85 [Section 26.6] KZ = 0.62 [Table 29.3-1] qZ = 0.00256KZKnKdV2 qZ = 0.0 psf ASCE 7-10 Section 29.5 has two separate equations for buildings less than 60ft and more than 60ft the equation for buildings less than 60ft produces higher Toads and will be used for all cases Horizontal Pressure Vertical Pressure Fh=gh(GCr)Af [Eq 29.5-2] GCr = 1.9 [Section 29.5.1] Fh = 0.0 psf FV=gh(GC,)Af [Eq 29.5-3] GCr= 1.5 [Section 29.5.1] F„= O.Opsf Unit Information Protect Odin Brewery Sheet Subiect Cold Room Anchorage Qlent Odin Brewery Pae No, Designer PAO Date 5/3/17 www.lundopsehl.coml Tel: 206A02.5156 Tag: Weight: 7650 lbs Height: 12.50 ft Length: 36.00 ft Width: 34.00 ft Seismic Loading **Note our calculation checks overturning moment of the mechanical unit in the short direction(width). Fp= 3825 lbs Worst Cast Uplift D= Fp(vert) 7650 lbs +1- 1530 lbs pi Width ASD: 0.6D+0.7E = 1267 lin LRFD: 0.9D+E = 1974 lbs **Note negative values indicate uplift Wind Loading Reactions D E R1 R2 3825 lbs 3825 lbs -703 lbs +/- 765 lbs 703 lbs +/- 765 lbs Worst Case Compression ASD: D+0.7E = 4853 lbs LRFD: 1.20+E = 60581bs Reactions D W D= 7650 Ibs F„ _ +/- 0 lbs Rt 3825 lbs 3825 lbs 0 lbs +r�''�•s Worst Cast Uplift ASD: 0.6D+0.6W = 2295 lbs LRFD: 0.9D+W = 3443 lbs **Note negative values indicate uplift Compression ASD:k?4J 3825 lbs LRFD: 1.2D+Way a .s /- 0 lbs PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M17-0157 DATE: 10/31/17 PROJECT NAME: ODIN BREWING COMPANY SITE ADDRESS: 402 BAKER BLVD X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Works �M AWC R+C7 Fire Prevention Structural Planning Division El ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWEReS INITIALS: DATE: 11/02/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/30/17 Approved Corrections Required 111 Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWERc INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 NEW CASTLE MECHANICAL LI r tioine Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Search L&I Page 1 of 3 A -Z Index Help My Uzi Workplace Rights Trades & Licensing NEW CASTLE MECHANICAL LLC Owner or tradesperson Principals GIVENS, JAMES DONALD JR, PARTNER/MEMBER GIVENS, TAMERA S, PARTNER/MEMBER (End: 09/09/2014) Doing business as NEW CASTLE MECHANICAL LLC WA UBI No. 602 858 734 9823 160TH ST E Suite A PUYALLUP, WA 98375 253-503-7390 PIERCE County Business type Limited Liability Company Governing persons JAMES DONALD GIVENS JR TAMERA SUE GIVENS; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ' Meets current requirements. License specialties Heating/Vent/Air-Conditioning and Refrig (HVAC/R) License no. NEWCACM924OD Effective — expiration 09/04/2008-10/07/2018 Bond WESTERN SURETY CO Bond account no. 24801593 $6,000.00 Received by L&I Effective date 09/03/2010 09/03/2010 Expiration date Until Canceled Insurance Colony Ins Co $1,000,000.00 Policy no. GL -4192798 Received by L&I Effective date 06/09/2017 06/10/2017 Expiration date 06/10/2018 Insurance history Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602858734&LIC=NEWCACM924OD&SAW= 11/16/2017 ;t 00 15' 90'-6" 13' 16'-4" 20' 20' 20' 20'-4" 20'-4" l iStIt/4711bh7 % %Jlib%lALOW.}12tkili 72VINSMAINVA/AIdIIBJ/®itAitr Jr�1WJI�YV%/AST) MANUFACTURING STORAGE 18'-4" 11 ' 10111#111EMEIHRMIRIBMWEIIMMIMITIUMIUMBRUINMEIMMISIMMIMMIIIMIIMIIMMIMMIRUMBEEIMMIUMMIMMIE 111 .a:::nn:r.::: r:5is n: q:1: ••: r:: n:a•:,il:1 :0t::tita71:::::::,:Co..,:th.,1:111111Lli:;;:a::(1,:Olit • XIST WALK -I N (NO dHANGE) EXISTING IINTERIOR PATIO (NO CHANGE) MENS RESTROOM (NO CHANGE) WOMENS RESTROOM O CH BA K BAR (NQ CHAN E 3'-6" ;f:f2E=r2Mffri..117,=ZIWZAWMPI'MEMIUM=WZ=IMMT2WW-WZ riraff.:747ZZIMMeZ2===v KITCHEN i { 0118 ii .,. .... tom camas•, ,.ase OFFICE EXISTING TASTING (NO CHANGE) r 45'-72" J!I wrnId91G/,/ 59'-42" 25' 0 4 8 16 Scale: 1/8" = 1'0" SEPARATE PERMIT REQUIRED FOR: • ❑ Mechanical O tectrical Wt mbing Gas Piping City of Tukwila BUILDING DIVISION SPY tile, NUOtS7 Plan review approval is subjea to °.. , . and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field <r c ndittons is acknowledged: Date: I( /_/2_.f7— City of Tukwila BUILDING DIVISION REVISIONS No chances shall be made to the scope of work without prior approval of ► ukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. GENERAL NOTES 1. CONTRACTOR TO VFY POWER, GAS, AND EQUIPMENT REQUIREMENTS FOR ALL EQUIPMENT. SEE SCHEDULE ON A1.02 FOR INFORMATION. PROVIDE UTILITY OUTLETS ALONG PERIMETER OF SPACE AND ON CENTER COLUMNS IN ADDITION TO THOSE SHOWN. KEY KEY NOTE TAG KEY NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 EXTERIOR EQUIPMENT SEE EQUIPMENT PLAN OVERHEAD GLYCOL LINES AND HOT AND COLD WATER LINES DIRECT VENT STACK AT HOT WATER HEATER REQUIRES ROOF PENETRATION. CONTRACTOR TO VERIFY FLASHING AND ROOFING FOR WEATHER TIGHT PENETRATION. TRENCH DRAIN DASHED LINE INDICATES WALL TO BE DEMOLISHED HATCH INDICATES EXISTING WALLS TO REMAIN 44" HIGH RAIL TO SEPARATE EXISTING INTERIOR PATIO FROM MANUFACTURING SPACE. PROVIDE GATE FOR ACCESS AND EGRESS REMOVE EXISTING SINK - SEE ENLARGED PLAN FOR PROPOSED SINKS AND EQUIPMENT. COLD ROOM. CONTRACTOR TO PROPOSE MECHANICAL UNIT AND COLD ROOM WALL ETC. AS REQUIRED. BREW HOUSE CONTROL PANEL SEE EQUIPMENT PLAN AND SCHEDULE. CURB REPLACE EXISTING ELECTRICAL PANELS PROVIDE POWER, GAS, PLUMBING AND OTHER INFRASTRUCTURE PER ENLARGED KITCHEN LAYOUT, SEE A2.00 EXISTING FIRE RATED DOOR TO REMAIN CLOSED. HIGH (48" SILL VERIFY) PASS- THROUGH WINDOW WITH SS COUNTER AND SHELVES BREWERY EQUIPMENT/TANKS. SEE EQUIPMENT PLAN AND SCHEDULE. PROPOSED FULL HEIGHT WALL. WALL CONSTRUCTION 3 - 5/8" LG METAL, 25 GAUGE AT 16" OC W/ 5/8" TYPE X GWB EA SIDE. 3'X7' HM DOOR AND FRAME WITH CLOSER. ALL HARDWARE TO MEET ADA REQUIREMENTS. ALL DOORS SHOWN EXISTING UNO REVLEVVED FOR CODE COMPLIANCE APPROVED NOV 14 7,1117,, NO PUNCHOUT SHALL OCCUR WITHIN 12" FROM END OF STUD STUDS MUST BE FULLY CONN. BOT. TRACK SEATED AGAINST TRACK ., TO FLOOR W/.145"0 DRIVE PINS © RUNNER TRACK 101111°.4,41.1101 60OT150-43 NOTES: • WHEN TRACK IS ATTACHED DIRECTLY TO STUD FLANGE, A STANDARD NO. 6 x 7/16" PAN HEAD SHEET METAL SCREW SHALL BE USED. WHEN DRYWALL COVERING, TRACK AND STUD FLANGES ARE ATTACHED AT SAME TIME, A STANDARD (MIN.) 1" LONG DRYWALL SCREW SHALL BE USED. ANY COMBINATION OF THE ABOVE MATHODS MAY BE USED IN THE ERECTION OF A COMPLETED WALL ASSEMBLY. SCREW ATTACHMENT SEE NOTE BELOW TYPICAL WALL TRACK CONNECTION DETAIL IN THIS CONDITION TOP AND BOTTOM TRACK MAY BE HANDLED WITH SAME METHOD. NTS tiinge studio Hc ARCHITECTURE 206 . 948 9850 www.hingestudio.net 2346 16th Ave S Seattle, WA 98144 10139 PERMIT DOCUMENTS 05.04.2015 REGISTERED CH - -C— THERINE R CUDNE STATE OF WASHING -TO REVISION RECgiVF.D .4 CIT,• ;,,F ita.;'ti1'! 7 PERMIT CENTER PLAN A1.01 M11- ot61 PROJECT INFO PROJECT NAME: ODIN ADDRESS: 402 BAKER BOULEVARD TUKWILA,WA 98188 PARCEL: 0223100031 LEGAL DESCRIPTION: ANDOVER INDUSTRIAL PARK #2W 172 FTOFS190FT TOTAL BUILDING AREA = 12,825 SF PROJECT AREA: 9566 SF SITE AREA: 53,504 SF PROJECT DESCRIPTION: KITCHEN EXPANSION INTO EXISTING OFFICE SPACE AREA PROJECT OWNER/RESPONSIBLE PARTY: ODIN BREWING ATTN WES PETERSON WES.PETERSON@ODINBREWING.COM (206)-243-6346 ARCHITECT: KATE CUDNEY HINGE STUDIO LLC 2346 16TH AVE S SEATTLE, WA 98144 OCCUPANT LOAD CODE AiVALYSIS DESIGN CODES: 2012 INTERNATIONAL BUILDING CODE WASHINGTON STATE AMENDMENTS 2012 INTERNATIONAL FIRE CODE 2012 WASHINGTON STATE ENERGY CODE 2012 INTERNATIONAL MECHANICAL CODE 2012 UNIFORM PLUMBING CODE CONSTRUCTION TYPE: III B - SPRINKLERED ZONE: TUC OCCUPANCY TYPE: B & F & A-2 (NO CHANGE) SPACE EXISTING SQUARE FOOTAGE PROPOSED SQUARE FOOTAGE PROPOSED CHANGE OCCUPANT FACTOR EXISTING OCCUPANT LOAD PROPOSED OCCUPANT LOAD 0.65 office 333.33 160 0.48 tasting room 100.00 OFFICE 360 160 -200 100 3.6 1.6 KITCHEN/BACK BAR 450 650 200 200 2 3 TASTING/ RETAIL 950 950 0 15 63 63 MANUFACTURING 7,470 7,470 0 1000 7 7 STORAGE 2,140 2,030 -110 500 4 4 INTERIOR PATIO 735 735 0 15 49 49 CORRIDOR/RESTROOM 240 350 110 0 0 0 TOTAL* 12,345 12,345 0 130 129 * SF DISCREPENCY FROM BUILDING TOTAL DUE TO WALL THICKNESSES. VICINTY PLAN N.T.S. MECHANICAL: NO CHANGE TO HVAC SYSTEM. PROPOSED COLD ROOM FOR KEG STORAGE DESIGN BUILD PERMITTED SEPARATELY. ALL PROPOSED WORK MUST MEET CURRENT CODE REQUIREMENTS. ELECTRICAL: ALL ELECTRICAL WILL BE DESIGN BUILD, PERMITTED SEPARATELY. ALL PROPOSED WORK MUST MEET CURRENT CODE REQUIREMENTS. LIFE SAFETY SYSTEMS: EXISTING SPRINKLER SYSTEM TO REMAIN. MODIFICATIONS TO EXISTING SYSTEM TO ALLOW FOR COVERAGE OF PROPOSED LAYOUT MUST BE PERMITTED SEPARATELY. PROVIDE SHOP DRAWINGS TO JURISDICTION AND FIRE DEPARTMENT FOR REVIEW AND APPROVAL. PROVIDE EGRESS LIGHTING AND EXIT SIGNAGE AS REQUIRED BY CODE. ACTUAL NUMBER AND LOCATIONS OF SIGNAGE UP TO THE DISCRETION OF INSPECTOR. PROVIDE 1 EYE WASH AND 1 CHEMICAL SHOWER (SEE A1.02 EQUIPMENT PLAN FOR LOCATIONS. PLUMBING: ALL PLUMBING WILL BE DESIGN BUILD, PERMITTED SEPARATELY. ALL PROPOSED WORK MUST MEET CURRENT CODE REQUIREMENTS. SIGNAGE: PROVIDE SIGNAGE AS REQUIRED FOR SAFETY EQUIPMENT INCLUDING EYEWASH AND CHEMICAL SHOWER. FIRE EXTINGUISHERS: TYPE FE: 5 LB CAPACITY FIRE EXTINGUISHER UL RATING 2A-10B:C (LARSEN TYPE MP5). BRACKET MOUNTED. 1. PROVIDE FIRE EXTINGUISHERS WHICH COMPLY WITH ALL CODES INCLUDING ADA REQUIRED MOUNTING HEIGHTS. 2. VERIFY FIRE EXTINGUISHER TYPES COMPLY WITH LOCAL JURISDICTION REQUIREMENTS. 3. PROVIDE CODE REQUIRED SIGNAGE ABOVE ALL EXTINGUISHERS 4. FIELD VERIFY LOCATION OF EXTINGUISHERS TO ALLOW FOR A MINIMUM OF 50' DISTANCE BETWEEN EXTINGUISHERS Of . e .-2o• idy lot 7 I,.l uim.' ;? ii;, ,.J r'. ?fl �'"�:v 4 BUILDING T.P. NO. 028860036 BUILDING 588'25'27*E 250.01' T'.@ . NO. 022.190O10.93 EXISTING BUILDING 27.3' LLI z w z LU w U EXIST. SCREEN FENCE LL IS ON LINE EXIST. COVERED STORAGE DUMP/ RECYCU (F 5 PLACES) MEDIUM ROOF EXISTING BUILDING HIGH ROOF 60' SETBACK LINE PER PLAT 73/68-69 EXIST. LS CO 480.00' CALC'D SITE PLAN M.H. F.H. 250.01'. CALC'D SITE BASIS OF BEARING 5B8'25'27'E 1065.95' MEAS. (1087.00' PLAT) BAKER BOULEVARD 'PUBLIC ROADWAY' PLAN -0-6 SCALE: 1` = 25-O 0' .20 . 40. 20 40 80 GENERAL ETES 1. FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WORK 2. DIMENSIONS ARE TO FACE OF GWB, UNO 3. USE WRITTEN DIMENSIONS; DO NOT SCALE OFF DRAWINGS; FOLLOW DETAIL DRAWINGS IN PREFERENCE TO GENERAL DRAWINGS. 4. DRAWINGS INDICATE INTENT OF CONSTRUCTION. THE METHOD OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL MAINTAIN THE BUILDING'S STRUCTURAL INTEGRITY AT ALL STAGES OF CONSTRUCTION. 5. PATCH AND REPAIR FLOOR, WALL AND CEILING SURFACES AS REQUIRED TO MATCH ADJACENT FINISH LEVEL. 6. VFY LOCATION AND MOUNTING OF PROPOSED EXIT/ EGRESS LIGHT TO PROVIDE EGRESS REQUIRED LIGHTING PER IBC. 7. INSTALL FIXTURES, SYSTEMS, APPLIANCES AND EQUIPMENT PER MANUFACTURERS RECOMMENDATION, AND INDUSTRY STANDARDS. UNLESS OTHERWISE NOTED, PROVIDE ALL MISCELLANEOUS FASTENERS, HARDWARE AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. EVEN THOUGH SUCH ITEMS MAY NOT HAVE BEEN SPECIFICALLY MENTIONED IN THE DRAWINGS AND SPECIFICATIONS, NOTIFY THE ARCHITECT OF ANY REVISIONS OR ADDITIONAL INFORMATION OBTAINED FROM THE MANUFACTURER OF SPECIFIED MATERIALS OR EQUIPMENT WHICH MAY AFFECT THE CONTRACT TIME, COST, OR QUALITY OF THE WORK. PARKING: NO PROPOSED CHANGE TO LOT UFA pe r space UFA spaces manufacturing and accessory storage 1000.00 9,500 9.5 kitchen (counted as manufacturing for parking) 1000.00 650 0.65 office 333.33 160 0.48 tasting room 100.00 1,685 16.85 total required 27 total provided 33 KEY FE EXIT OCCUPANT LOAD TOTAL OCCUPANT LOAD EXITING AT DOOR POINT IN EGRESS PATH WHERE 2 SEPARATE AND DISTINCT PATHS TO 2 EXITS ARE AVAILABLE FIRE EXTINGUISHER, SEE NOTES EXIT SIGN Fp 0 D 0 130' SHEET INDEX A0.00 PROJECT INFO AND SITE PLAN A1.01 PLAN A1.02 EQUIPMENT PLAN A2.00 ENLARGED KITCHEN PLAN HATCH INDICATES PROPOSED WORK AREA hinge studio Ho ARCHITECTURE 206. 948 . 9850 www.h.ingestudio.net 2346 16th Ave S Seattle, WA 98144 D 54'-2" COLD STORAGE 1580 SF 54'-82" O CD J CD W m N 0 10139 REGISTERED HI E T STORAG 450 SF I INTERIOR PATIO 735 SF 1 ,• 35'-1" FUTURE BOILER ROOM I I _ _J E R CUDNEY STATE OF WASHINGTO REVISION RECEIVED CITY OF TUKWILA J 2U 5 PERMIT CENTER 13'-3" • 32'-4" SITE PLAN OFFICE TASTING 52' DIST TO COMMON PATH OCCUPANCY DIAGRAM 17-,0157 RECEIVED CITY OF TUKWiLA OCTS Kg PERMIT CENTER