Loading...
HomeMy WebLinkAboutPermit M16-0173 - DIN TAI FUNG - PRE-FAB WALK-IN BOXESDIN TAI FLING 181 SOUTHCENTER MALL M1 6-01 73 City of Tukwila • Department of Community Development + 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT Parcel No: 9202470130 Permit Number: M16-0173 Address: 181 SOUTHCENTER MALL Issue Date: 2/21/2017 Permit Expires On: 8/20/2017 Project Name: DIN TAI FLING Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940, CARLSBAD, WA, 92013 Contact Person: 2015 Name: TIM COOK Phone: (253) 224-9065 Address: 6602 WHITMORE DR NW, GIG 2015 HARBOR, WA, 98335 2014 Contractor: 2015 Name: TIM'S MECHANICAL PLUS Phone: (253) 224-9065 Address: 6602 WHITMAORE DR NW, GIG 2015 HARBOR, WA, 98335 2015 License No: TIMSMMP907CS Expiration Date: 4/27/2018 Lender: Name: Address: Date: DESCRIPTION OF WORK: INSTALL PRE -FAB WALK-IN BOXES. 2 COOLER COMBO / FREEZER COOLER COMBO. INSTALL REFRIGERATION SYSTEMS FOR VARIOUS EQUIPMENT Valuation of Work: $87,000.00 Fees Collected: $1,302.04 Type of Work: REPLACEMENT Electrical Service Provided by: PUGEST SOUND ENERGY Fuel type: ELECT Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 Permit Center Authorized Signature:6Q'R(4 I � Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: ;;Z' Z 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: 4: 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/FREEZER.) 2: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 1: 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). 3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 5: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 6: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 7: 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. 8: `MECHANICAL PERMIT CONDITIONS' 9: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 10: 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. 11: 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. 12: Readily accessible access to roof mounted equipment is required. 13: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 14: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 15: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 16: 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). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 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 TUKWi,..A Community Development Department Permit Center • 6300 Southeenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. Project No. Date Application Accepted:��_ Date Application Expires: —( (For o ire 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" I SITE LOCATION o'� ig t ru vl -c-, Yi/la It .1 0r King Co Assessor's Tax No.: Site Address" SOL,41,ce,4,- to -Ad Suite Number: Floor: fs t� Tenant Name: J93 v, l: a r Fit vtc New Tenant: ..... Yes ❑.. No PROPERTY OWNER Name: dna✓ r l,�� t E Le -w �c Address: City: State: Zip: CONTACT PERSON — person receiving all project communication Name: Address: Lc� ����. wG„�-►ori !-4�,- A1L-J City:r State: W Zip: 9S 33-5 Phone:,53 SUSS Fax: Email: L j � !"w5m&-4oti/,eee,LI .ee,WI MECHANICAL CONTRACTOR INFORMATION Company Name: 1, Address: City: r' C t^ State ZiP:92335 Phone: Fax: Contr Reg No. -/ I-MS;"�Ai t -2e)7 e xp Date: 1.2 7^/? Tukwila Business License No.: Valuation of project (contractor's bid price): $ ':97) '0 0 0 Describe the scope of work in detail: -1/)re- Fml, w � L k , jj0,X e 5 CLQ Cc,eti, /a 11FIV z -e uro �O;r% Yc% 0 Lk S U ! rJA-f —2 r Use: Residential: New.......... ❑ Replacement........ ❑ Commercial: New.......... ❑ Replacement........X Fuel Type. Electric...... Gas ........ Other: H:\Applications\Forms-Applications On Line\2016 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 Page 1 of 2 bh Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Residential, Nighttime Furnace >I 00k btu Industrial Floor furnace 55 dB(A) Suspended/wall/floor mounted heater 57 dB(A) Appliance vent Commercial Repair or addition to heat/refrig/cooling system 47 dB(A) Air handling unit <10,000 cfm 65 dB(A) Unit Type Qty Air handling unit >I0,000 cfm Residential, Nighttime Evaporator cooler Industrial Ventilation fan connected to single duct 55 dB(A) Ventilation system 57 dB(A) Hood and duct Commercial Incinerator — domestic 47 dB(A) Incinerator — comm/industrial 65 dB(A) Unit Type Qty Fire damper Residential, Nighttime Diffuser Industrial Thermostat 55 dB(A) Wood/gas stove 57 dB(A) Emergency enerator Commercial Other mechanical equipment 47 dB(A) 60 dB(A) 65 dB(A) Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 h /500,000 btu Ll 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ h /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-IOPM, Monday through Friday and 8AM-IOPM, 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 (lam -1 Opm); 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 Print Name: l 1 V-A L'CoK AGENT: Mailing Address: (0&0A tti 1-i -to-,rorC. V911 Date: / I" Day Telephone: � 933S State Zip H:\Applications\Forms-Applications On Line\2016 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 Page 2 of 2 bh DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $1,302.04 M16-0173 Address: 181 SOUTHCENTER MALL Apn: 9202470130 $1,302.04 MECHANICAL $1,251.96 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $969.07 PLAN CHECK FEE R000.322.102.00.00 0.00 $250.39 TECHNOLOGY FEE $50.08 TECHNOLOGY FEE TOTALR9877 R000.322.900.04.00 0.00 $50.08 $1,302.04 Date Paid: Friday, November 18, 2016 Paid By: TIM'S MECHANICAL PLUS Pay Method: CHECK 4111 Printed: Friday, November 18, 2016 8:13 AM 1 of 1 C#? SYSTEMS INSPECTION RECORD Type of Inspection: Retain a copy with permit INSPECTION NO. 1,411tp-ol73 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: P/N —61)-/ 1�'ueU�C�jG Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Iinspector: 2 Iuate: z1iy-/,7 I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Gall to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: PiN 774) FUN& Type of Inspection: Roa&14-th Mf0i)W1C/f1. Address: yy� Cbl S't�l/�al'/Q /' 14a Date Called: Special Instructions: Date Wanted: a.m. 3 -30-1% m. Requester: Jkcvl Phone No: IZ5--7y y -oct(0 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: � � Dater F] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD. `y Retain a copy with permt INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Typ�nspeciion: Address: Date Called: X) S60765,AH? MAUL A Special Instructions: (A)ALK — ltj �� Date Wanted:(L a.m. f 7 p.m. Requester: Phone No: c}ZS - 6/1-0- 3 860 Approved per applicable codes. Corrections required prior to approval. COMMENTS: rs� r: � Date: � f El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER ro /0 0/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: b), --J v^'67 Type of Inspection: M Y2K." Address: Suite # : .�� U!� y�(,,,r Contact Person: l t Special Instructions: Phone No.: pA proved per applicable codes. COMMENTS: 1-1 Corrections required prior to approval. Needs Shift Inspection: Sprinklers: -4- 5 Fire Alarm: Hood & Duct: Monitor: V4 -g -0j /ttJ Pre -Fire: AAC �" Permits: Occupancy Type: 4 -2 - Inspector: (--W j !�-- I Date: �i"(�q /( -I Hrs.: ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Callao schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 ENGINEERING SUMMARY �_ � POWER SUPPLY: 208-230/60/3 CONNECTED LOAD: 57.2 AMPS MAX FUSE SIZE: 70 AMPS MINIMUM CIRCUIT AMPACITY: 64.3 , FIXTURES I REQD b FIXT BTU COMPRESSORS wFAN cn w = z 0 EVAPORATOR COILS TOTAL SYSTEM LOAD DEFROST CLOCK REFRIGERANT LINE SIZES w ACCESSORIES DESCRIPTION TEMP MODEL NO. cl�uj RATING BTU C®' 85•F w MODEL N0. r MOTORS HEATERS I- ®60 Hz ®60 Hz p w RLA V PH RLA V PH o F o L) N ® 60 Hz RLA V PH SUCT. DIS. LIQ. Al 49 PREP TABLE 30 3870 BY OTHERS 1/2 3/8 B 0 0 0 A2 51 1-SECT'N U/C REFRIG 30 1200 BY OTHERS 3/8 3/8 B 0 0 0 A3 59 3-SECT'N U/C REFRIG 30 3600 BY OTHERS 1 /2 3/8 B 0 0 0 A4 69 1-SECT'N R/I REFRIG 30 1520 BY OTHERS 3/8 3/8 B 0 0 0 A5 104 WALK-IN COOLER 35 10828 ADT -065 2 0.9 EA 115 1 - - - O.C. KE2TEMP 7/8 3/8 B F L F A6 132 PASS THRU REFRIG 30 1520 BY OTHERS 3/8 3/8 B 0 0 0 A7 136 U/C REFRIGERATOR 30 1300 BY OTHERS 3/8 3/8 B 0 0 0 A8 141 U/C REFRIGERATOR 30 1300 BY OTHERS 3/8 3/8 B 0 0 0 A9 145 WALK-IN COOLER 35 7245 ADT -070 1 1.8 115 1 - - - O.C. KE2TEMP 7/8 3/8 B F F F A10 153 U/C REFRIGERATOR 30 1300 BY OTHERS 3/8 3/8 B 0 0 0 TF All 174 PREP TABLE 30 3870 BY OTHERS 1/2 3/8 B 0 0 0 01 PI Al2 192 PREP TABLE 30 3870 BY OTHERS 1/2 3/8 B 0 0 0 TE WI A13 224 BACK BAR COOLER 30 1900 BY OTHERS 3/8 3/8 B 0 0 0 A14 226 BACK BAR COOLER 30 2300 BY OTHERS 3/8 3/8 B 0 0 0 A15 228 BACK BAR COOLER 30 1900 BY OTHERS 3/8 3/8 B 0 0 0 A MED TEMPS DIGITAL SCCROLL COMP 20 404A ZBD38KCE 5.0 21.3 208 3 44700 Z L5R 21.3 1-3/8 5/8 M a AA MED TEMP BACK UP COMP (MCO) 20 404A ZB38KCE 5.0 19.9 208 3 44800 Z - MED TEMP CONDENSER FAN MOTOR 3.8 208 1 3.8 B1 75 FREEZER BASE -10 2200 BY OTHERS 3/8 3/8 6 0 0 1 0 B2 104 WALK-IN FREEZER -10 6441 LET -065 1 1.0 _ KE2LOW 5/8 3/8 B F F F 83 122 DROP IN FREEZER -10 3000 BY OTHERS1/2 3/8 B 0 0 0 B4 122 DROP IN FREEZER -10 3000 BY OTHERS 1/2 3/8 B 0 0 0 B5 139 1-SECT'N R/I FREEZER 0 1440 BY OTHERS 3/8 3/8 B 0 0 0 B6 145 WALK-IN FREEZER -10 7745 LET -075 1 1.0 .208 .8 40§1 jil EL KE2LOW 5/8 3/8 B F F F 2 B ` LOW TEMP DIGITAL SCCROLL COMP -20 404A ZFD25KVE 7.5 24.5 208 3 28300 Z L5R 24.5 1-3/8 1/2 M H BB LOW TEMP BACK UP COMP (MCO) -20 404A ZF18K4E 6.0 19.6 208 3 22900 Z - LOW TEMP CONDENSER FAN MOTOR 1 3.8 1208 1 1 1 Ciof'rukNvila 3.8 C 182 ICE MACHINE 10 404A 6900 CONDENSER CIRCUIT ONLY (9800 THR) L1R BUILDING DIVISION 1.9 1/2 3/8 C D 185 [ 10E MACHINE) 10 404A 16500 CONDENSER CIRCUIT ONLY (23700 THR) L2R I I I1.9 5/8 3/8 C ALL COILS POWERED THROUGH A HOUSE CIRCUIT nr!^J11i1cn NOTE: U� I-ISTEn TEISTIHEINSTAL NG CONTRACTORS RESPONSIBILITY TOTION SYSTEM IS SIZED FOR 109 MAXIMUM E RUNS. COMPRESSOR TYPE DEFROST TYPE EVAPORATOR ACCESSORIES CITY OF TUKWILA LINE TYPE 1Q 2016 NOVu vL z 17 3 PERMIT CENTER ZS2-6 (4 COMP) OUTDOOR AIR COOLED REFRIGERATION SYSTEM WITH 210E MACHINE CIRCUITS STAINLESS STEEL UFT -OUT LOUVERS STA NLESS STEEL \ HOUSING ELECTRICAL \ CONTROL PANEL -- --_--�- '•\ ------ ` _ MAIN FUSED ----!_--.- _ ' DISCONNECT •`\ 65" \ \ p \ \ 0 gD• \ �, \.vwu+ur RACK WEIGHT: 1,795 LEIS `y REFRIGERATION SYSTEM TO INCLUDE: • CRANKCASE HEATERS • HEADMASTER CONTROLS (MED TEMP ONLY) • 054 -OS OIL SEPARATOR AND RV816 RECEIVER FOR SYSTEMA • OS4-07 OIL SEPARATOR, R6 -02A RECEIVER, AND A6-13 SUCTION ACCUMULATOR FOR SYSTEM B • COATED CONDENSERS WIRING DIAGRAM - KE2TEMP TIME414ITIATED 8, TERMINATED CONTROLLER FOR WALK-IN COOLER WITH TWO COILSTHIS Note' Conhdler provided pHnaHx pse-mountetl to housln9 su ss of evepo edto ousing. j 'I i I Qe0Om O10" I I .x.u•.�p..a ssse ,su.«w <,. .e.. .aMa mnxr - - �---- jo"w° • j ..� M' I I I L-; --� I oui, uxE l,zNao a -p a vn s_ tUMA aMIDw sHousa ee Lawres xmp c emxml +xl case PROR ® J m n i, Uouo uw Ec L ��� Nnsoe Factory Wiring Field Wiring - - - - - - - �{� ENGINEERING SUMMARY Ll \sLllsr POWER SUPPLY: 208-230/60/3 CONNECTED LOAD: 57.2 AMPS MAX FUSE SIZE: 70 AMPS MINIMUM CIRCUIT AMPACITY: 64.3 APPROVAL STATUS DRAWING REPRESENTS OUR UNDERSTANDING OF THE SPECI- FlGn LY PLEASE AIL NO n CAREFULLY FOR ACCURACY. CLEARLY AND IN DETAIL NOTE CHANGES REQUIRED. MARK APPATE BELOW. BOX, SIGN AND DATE BELOW. ❑ OCHHAANGES R FABRIGTIOM APPROVED FOR FABRICATION ❑ WITH CHANGES NOTED ❑ REVISE AND RE-SUBMrT ' DATE: NOTICE THIS DRAWING BEING AN INSTRUMENT OF SERVICE IS AND WILL REMAIN PROPERTY OF REFRIGERATION DESIGN WITHOUT WRITTEN AU ANNOT BE USED TECHNOLOGIES ANDUTHORI AUTHORIZATION. FIXTURES COMPRESSORS EVAPORATOR COILS ACCESSORIES RATING REFRIGERANT TEMP I w FAN MOTORS HEATERS TOTAL DEFROST 011 BN n SYSTEM LINE SIZES REDD CLOCK 2 x DESCRIPTION cd FIXT MODEL NO. m 60 Hz CAP. w MODEL NO. ®60 Hi D 60 Hz rn LOAD BTU 5 w o w ri 85T o RLA V PH RLA V PH w SUCT. DIS. LIQ. R = RLA V PH a 0 T -5-s.. At 49 PREP TABLE 30 3870 BY OTHERS 1/2 3/8 B 0 0 0 A2 51 1-SECTN U/C REFRIG 30 1200 BY OTHERS 3/8 3/8 8 0 0 0 3 IC BY OTHERS 1/2 3/8 8 O 0 0 A3 59 -SECTN U/C REFR 30 3600 3 8 3/8 B 0 0 0 A4 69 1-SECTN R/1 REFRIG 30 1520 BY OTHERS / / A5 104 WALK-IN COOLER 35 10828 ADT -065 2 0.9 EA 115 1 - - - O.C. KE2TEMP 7/8 3/8 B F L F A6 132 PASS THRU REFRIG 30 1520 BY OTHERS 3/8 3 8 8 0 0 0 q7 136 U/C REFRIGERATOR 30 1300 BY OTHERS 3/8 3/8 B 0 0 0 AS 141 U/C REFRIGERATOR 30 1300 BY OTHERS A9 145 WALK-IN COOLER 35 7245 ADT -070 1 1.8 115 - 1 - - O.C. KE2TEMP 7/8 3/8 B F F F A10 153 U/C REFRIGERATOR 30 1300 BY OTHERS 1 3/8 3/8 B 0 0 0 BY OTHERS All 174 PREP TABLE 30 3870 1/2 3/8 8 0 0 1/2 3/8 B 0 0 0 Al2 192 PREP TABLE 30 3870 BY OTHERS 3/8 3/8 8 0 0 0 A13 224 BACK BAR COOLER 30 1900 BY OTHERS A14 226 BACK BAR COOLER 30 2300 BY OTHERS 3/8 3/8 B 0 0 0 A15 228 BACK BAR COOLER 30 1900 BY OTHERS 3/8 3/8 B 0 O 0 N r ' _ q MED TEMP DIGITAL SCCROLL COMP 20 404A ZB038KCE 5.0 21.3 208 3 44700 2 21.3 AA MED TEMP BACK UP COMP (MCO) 20 404A ZB38KCE 5.0 19.9 208 3 44800 Z - 1-3/8 5/8 M MED TEMP CONDENSER FAN MOTOR 3.8 208 1 L5R 38 81 75 FREEZER BASE -10 2200 BY OTHERS 3/8 3/8 B 0 0 62 104 WALK-IN FREEZER -10 6441 LET -065 1 1.0 208 1 7.8 206 1 ELEC KE2LOW 5/8 3/8 8 F F _ _ B3 122 DROP IN FREEZER _ -10 3000 BY OTHERS 1/2 3/8 B O 0 0 84 122 DROP IN FREEZER -10 3000 BY OTHERS 1/2 3/8 B 0 0 0 85 139 i-SECTN R/I FREEZER 0 1440 BY OTHERS 3/8 3/8 B 0 0 0 86 145 WALK-IN FREEZER -10 7745 LET -075 1 1.0 208 1 7.8 208 1 ELEC KE2LOW 5/8 3/8 B F F F B LOW TEMP DIGITAL SCCROLL COMP -20 404A ZFD25KVE t1ZL32.3.. Z 24.5B8 LOW TEMP BACK UP COMP (MCO) -20 404A ZF18K4E Z - 1-3/8 1/2 MPLAN LOW TEMP CONDENSER FAN MOTOR L5R 3.8 VIEW / CLEARANCE REQUIREMENTS AIR FLOW REFRIGERANT LINE ------- STUB OUTS r----- --- ---------'-- T WIRING DIAGRAM - KE2TEMP TIME -INITIATED CONTROLLER FOR WALK-IN COOLER WITH A SINGLE COIL surr �nwusr N. Controller provided premounted to housing I of evaporator assembly. oee�"�`,m ep"s'exs I C 182 ICE MACHINE 10 404A 6900 CONDENSER CIRCUIT ONLY (9800 THR) LIR 1,9 1/2 3/8 C D 185 ICE MACHINE 10 404A 16500 CONDENSER CIRCUIT ONLY (23700 THR) l2R 1.9 5/8 3/8 C ALL COILS POWERED THROUGH A HOUSE CIRCUIT COMPRESSOR TYPE DEFROST TYPE EVAPORATOR ACCESSORIES LIN NOTE: REFRIGERATION SYSTEM 19 SIZED FOR 1011' MAXIMUM LINE RUNS, I 18" I I (REAR) I - I _ •o,..a xN rzNv LISTED ASSEMBFINLY IT I8 THE INSTALLING CONTRACTORS RESPONSIBILITY TO FOLLOW ALL APPLICABLE CODES AND CURRENT REFRIGERATION INDUSTRYSTANOARDS AND PRACTICES WHEN DETERMINING LINE SIZES, ANDINSTALUNG AND STARTING UP ROT EQUIPMENT. S SEMI -HERMETIC H HERMETIC 2 SCROLL O.C. OFF CYCLE ELEC ELECTRIC F L 0 FACTORY EQUIPPED LOOSE (FIELD INSTALLATION) PROVIDED BY OTHERS M MAIN LINE UP TO 150' B BRANCH LINE UP TO 50' \ \ / / --- --- -a ZS SERIES "ECO -COOL ENGINEERING SPECIFICATIONS Multi clrculted, multi compressor, outdoor air cooled. The • Heavy Gauge Welded Steel Frame Primed and Painted B. All evaporators shall be provided with factory -mounted valves open at 200 psi. The complete system shall be refrigeration package shall be a pre-engineered and with 2 Coate Polyurethane solenoid volve, thermostatic expansion valve and evacuated with a vacuum pump. Each unit should be factory -assembled unit, trade name 'ZS,' as Receiver with Rai Valve And Liquid Level Indicator temperature sensor. charged tested and adjusted to assure operation. C. Refrigeration contractor to protide suction 'P' trap. Refrigeration contractor should provide and install the IT, foctured by Refrigeration Design Technologies, 1808 (Where Required) q g FM Road 66, P.O. Box 622, Waxahachie, Texas 75168. • U.L.-Listed and Labeled Pre -Wired Control Panels drain -line heater in freezer. Heater shall be connected by Phone: (972) 937-3215; Fax: (972) 937-0970. Feature a Single Point Electrical Connection, Individually 4. Control Panel electrical contractor. usLiquCircuits, 1, Refrigeration Rack •-9518 Line Solenoids (Walkelneo0noy)and Breakers The package shall have afactory-mounted U.L.-Listed 1, eratlon a tem shall be housed in o weather anti Labeled Pre -Wired Control Panels which feature a Electrical Contractor protected compact structural steel frame. The entire Evaporator Pressure Regulator (Where Required) single Point Electrical Connection, Main Fused Disconnect, Electrical contractor to provide power for refrigeration p • Stainless Steel Super Hose Connection Individual) Fused Circuits, Definite Purpose Contactors package gfor In the connect codnitorolam.dEbctncol contractor to and Breakers w 9 9r hOuaing shall be brushed, 304 stalnleas steel. The Liquid Sight Glass connect droin-line heater in the freezer. All electrical exterior of the housing shall feature stainless steel one • Oil Separators wiring and Installation shall be In accordance with the piece louvers. The entire steel frame shall be Suction Accumulator General Information 9 pre -assembled, welded, cleaned and painted with two Contractors shall verify all dimensions and coordinate with wiring diagram and local codes. coats of polyurethane. The condenser shall be multi 2. Pre -Piping other trades. General contractor shall prepare the clrculted with aluminum fin copper tube and shall 1 All refri Brant Ilnes shall be extended to one aide of the platform, curbed openings and weatherproofing the unit Plumbing Contractor designed for 10 degrees to 20 degrees TD. Condenser fan 9 after Installation. Plumbing contractor to Provide Y.' A.CA or copper 9 9 g Dockage In a neat and orderly manner. All tubing shall be drain lines for walk-in refrigerator and freezer, pitched motors sholl be mounted within the enclosure. Suction securely supported and anchored with non-corrosiveconto fit line for low temperature units must be Insulated with Y.' coated clamps. All joints must be welded not soldered. Refrigeration Contractor 1/4" per foot of run. Plumbing eat union. Armafiex. All piping and controls shall be factory pressure -tested All copper tubing to be refrigerant grade. A.C.R. in type condensate drain Imes with Y.' sweat union. Trap with nitrogen at 175 PSI. L.' Welding should be used for all refrigerant piping. drain -line outside of refrigeroted apace to avoid entrance The refrigeration unit shall be equipped with the following Silver solder or soft solder le not acceptable, All piping of warm, moist air. Plumbing contractor to provide components: 3. Evaporator Calls to be pressure tested with nitrogen at 300 psi. After the Individual drain -line for each evaporator unless other . XC644CX Controller manufacturedm atureDlCompressors A. Evaporator coils shall be direct expansion type condensing unit and toll hove been connecterd the orrongements made. fabricated of copper tubes with aluminum fins. bol once of the system sholl be leak tested Ith the All plumbing Installation shall be in accordance with local codes. \ �•• i / 36" -� 40' �- I I I I •i i \•-� I I I 36" I AIR FLOW i I jn( jn( I V V I L ---------------------------J NOTE: MINIMUM CLEARANCE REQUIRED FOR PROPER OPERATION NOTE: ROOF CURB OR GROUND PAD CAN BE SAME SIZE AS OUTDOOR UNIT I 1 ,m c ® L-._.._.__--_.. --J cru"-x+er'umMWasas Factory Wiring Field Wiring ------- 9 rdt Refrigeration Design Technologies Waxahachie, Taxes (80rd738ne.co WWW.Wtonlina.COm c,murcam: r9 Be reenElOn9 son Seattle, WA opM.: Bargreen Ellingson $e8168, WA EVAPORATOR MOUNTING DETAIL (TYPICAL) (TY ) REFRIGERATION CONT'R TO SEAL PENETRATION WIRING DIAGRAM - KE2LOW ELECTRIC DEFROST CONTROLLER FOR WALK-IN FREEZER v °"^M"r ssiN ozscRPnw rw LrAOE Nut rvsz iu"'pw+io e."cussY ,07 WAUX W FREEMM Le 2 / 10 INSULATED SUCTION LINE & LIQUID LINE ,p wAus-w mEEZDI 7.e 2oe t ,o I I EVAPORATOR DETAILS - MODEL ADT & LET SUCTION LINE VERTICAL RISE DETAIL Note: I I AIR FLOW COI)- 15 COPPER UNION ALL DRAIN LINES REQUIRE A MINIMUM OF 1/{' FALL PER R. COPPER DRAIN LINE INSULATED WALL (TERM MATED 1' ABOVE FLOOR SINK) Controller provided I I pre -mounted lohousing of evepore[or assembly. ,.,., oma„ xsrwx+rvv .o.a 1r R r-.-- -. _. -_, I _ F I w. i�oa I j I ; I ss.N a I ® Pee.wurnl ssrrsox 6.12' C 14.94 61 a*. REFRIGERANT END A -1 `}- D 6.13' ("'13.44-j + wDCTPoCAL I I ^ 12 ^ 1.74' REVIEWED CODEC APP JAN FOR MPLIANCE OVED 5 2017 TI Ila 1 Ai^••, DIVISIONevery Liquid Line Suction Line Inverted Trap P Liquid Line Suction Line RECiEIV Slope Toward Compressor CITY O� T�! 15 i V Insulate auction linea with V 1 8 "P" hap • Armafle% Insulation. All joints brazed with minimum 15% t5, silver content brazing rod. • Install "P' trop onPERMIT CENTER 15' vertical e. "P" Trap • Not to exceed 45' vertically over all. e 15' Install inverted trop on top of the nee to prevent oil from Beeping down when fixture(s) m fumed ori. "P" Trap L �+ Q Wi ~_ /6 O (n s� �V Q ADT DIMENSIONS CONNECTIONS Approx. ELECTRICAL DATA A B C D (Inchp) Net wt Qty, EC Motor Fan Amps L size hdlg N+ap Map Inchp Col Inlet Suction Droh lLe. Mots 115V 208V Cifi/ am 29_,/2 i7-1/{ - - i/2 W 7/9 OD 7/4 MPT s< , O.B 0.3 y {{,,�� 070 {S-1/2 1/2 Go 7/8 W 3/1 MPT 45 2 1.8 1.0 BUILDING LLT DIMENSIONS CONNEC110N5 Apprex. ELECTRICAL DATA A B C D (Inap) Net Wt. Oty. EC Mot, Heater Amps a. wee far �l•u 19460 snpt A A I I Size hap Inchp IM,p laches Cdi wet Sactbn Drah Lee. Motor Fm Amps y�yW y0e-73a /e W A /w OSS 45-1/2 3/4 MPT 13 2 1.0 7.8 4.5 19 Oegn� M E. Enrlquez 1/2 OD 7/8 DO 3/4 MPT IS 2 1.0 7.8 4.5 19 EVAPORATORS PROVIDED WITH EC MOTORS TO COMPLY WITH U.S. ENERGY INDEPENDENCE ACT OF 2007 ' oro•n h Factory Wiring A 1�77R T. Roper Field Wiring - - - - - - - ` r/ r Is 9 .I./ H.O. N C/1 to z n t'7 z M rn Z 0 -+'r' m < Z a xm M r x -n o a z a— x rn j d N N O O N N N N N o0 N O CU C—om M >m<_ Zo Q Z cn a0 SmS 0 c < o mr-n sea) 0>0 z m N rCr^D Vf AC O � 000 s N CD 00 O �- CCD �l 00 '� • Cr4 00�'! 00 I—+ o z r z C) m A C • '.. :- C5 0 ;0 v, z >mc G) °� � c" � 0 9KA vc 5 a -0v 0>0 �• y ZN O Z m', Y7' '...1-.1f . .. IF. l........M... t _ '._._ c U)" Qi �m o z �m< ^^ YJ II nm O N Dc C= e, -0 mDm Lpz l N O z m ` I m d Q a O O C Q U)" z z < O P A". A) II cQ cQ n n - CA N S m A C/) C N 1 � N � I I� rr cn— C1 II u CD w II to cQ cp � f f .I NI N O W A. A r w II m lD _ D .+ - Q CD c, piD II 3 N OL zm IIS 11 n Q N n Q W N Er _. W Q N y 0 N o CD 1p\ N d O n II CD II II cr (c CD _ II II II II CD N CD A CL o W m II CD t0 CD [-44 r y CD CD C) 7S7 * 2 * 11 As N O z in D r fn CD 7 N i O ? n F N k (p CD Lu.Cin II II c o. O C (D c w= CL CLA y N p (D 0 m 3 CD ,?� S. CD (p Cc 41 N C CD U co CDN C) CJI F Q y cn (C)n C Q Q F = * 11 (7 CD -0 = = ;:r= a a Cl) = c F (� v CD N o w y O 6 otc = = w CD_ u 'D ! T A Q 7C r II 3 Irn o o A W N 91 aCb 11 O CD w m A II * c to N p v co S CD cyo Q Q v �7 II R co A d Q a O O C Q r� a -n -n -0 N II II n N CO N II O 0 D r- I i � I � A ,j Qp O N (D N Q h to ch, r 3 n 0 1 3 3 CL a CD Cn fn fn cur H O � C m C 3 rr cn— z c to cQ cp � a'• 0 -a o � o c � N W X Cl)0(J Vf r w II m lD _ D .+ - Q CD c, piD II 3 N OL zm IIS 11 >v C O CL y II Q o CD II II II p O n II CD II II cr 1 II II II II a cp W V O� II 1 = CS ? [-44 V CD CD C) 7 N i li (n:3r y F N U1 w (p CD Lu.Cin CT CJ CS n N y U) y (D c w= CLA y 00 cd p (D 0 m (Q - CD CD (p Cc 41 CDo m C CD U co CDN C) CJI F Q y cn (C)n C r * N Q o w = = * 11 (7 C% -0 = = ;:r= a II Cl) z c O (� v N a mcn y O 6 = p CD_ a S IV ! T A Q 7C 3 Irn Iv o o Ul W -n ,1 j 0+ 91 O �% w m r� a -n -n -0 N II II n N CO N II O 0 D r- I i � I � A ,j Qp O N (D N Q h to ch, r 3 n 0 1 3 3 CL a CD Cn fn fn I. cur H CA � C m 3 � � c n zm -n C -a m wr m m r y o CD '0v =r -0 p Q it II N W O n II CD II II 1 II II II II a cp O II 1 = CS ? 7 N i li U1 w n3 cn c w= CLA y W w 0 m rn =r = C) CJI -4 (n (D C o w = o 3 Q `10 O -0 = = ;:r= a O O_ O O N N y CD O i p m = -n ,1 j 0+ C 7 w m II * c N p v 1� cyo Q Q v CD W W W v O 1 = W r `W < CD r fD Oz O _ w c N N. a a N CD N � an o O � ID N M a a fD CD I. cur H � C,7 r I. Steel Beam Description : W12x14 at RTU GL 9N CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Load Resistance Factor Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis: Major Axis Bending File= L:\Jobs\2016116158--1\ENGINE-1\16158.ec6 ENERCALC, INC. 1983-2016, Build:6.16.2.18, Ver.6.16.2.18 Fy : Steel Yield: 36.0 ksi E: Modulus: 29,000.0 ksi D(1.8) D 0.084 S 0.15 � I � I I� Span =22.0ft I W 12X14 I Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.0140, S = 0.0250 ksf, Tributary Width = 6.0 ft Point Load : D =1.80 k @ 4.0 ft DESIGN SUMMARY - • _ _ Maximum Bending Stress Ratio = u __ _ 0.557: 1 Maximum Shear Stress Ratio = 0.111 : 1 Section used for this span W12x14 Section used for this span W12x14 Mu: Applied 26.170 k -ft Vu: Applied 5.701 k Mn * Phi: Allowable 46.980 k -ft Vn * Phi: Allowable 51.408 k Load Combination +1.20D+0.50L+1.60S+1.60H Load Combination +1.20D+0.50L+1.60S+1.60H I Location of maximum on span 9.931 ft Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection i Max Downward Transient Deflection 0.309 in Ratio= 854 >=360 I Max Upward Transient Deflection 0.000 in Ratio= 0 <360 I Max Downward Total Deflection 0.653 in Ratio= 405 >=180 j Max Upward Total Deflection 0.000 in Ratio= 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V max Mu + max Mu - Mu Max Mnx Phi*Mnx Cb Rm VuMax Vnx Phi*Vnx +1.40D+1.60H Dsgn. L = 22.00 ft 1 0.300 0.069 14.11 14.11 52.20 46.98 1.00 1.00 3.57 51.41 51.41 +1.20D+0.50Lr+1.60L+1.60H Dsgn. L = 22.00 ft 1 0.257 0.060 12.09 12.09 52.20 46.98 1.00 1.00 3.06 51.41 51.41 +1.20D+1.60L+0.50S+1.60H Dsgn. L = 22.00 ft 1 0.349 0.076 16.37 16.37 52.20 46.98 1.00 1.00 3.89 51.41 51.41 +1.20D+1.60Lr+0.50L+1.60H Dsgn. L = 22.00 ft 1 0.257 0.060 12.09 12.09 52.20 46.98 1.00 1.00 3.06 51.41 51.41 +1.20D+1.60Lr+0.50W+1.60H Dsgn. L = 22.00 ft 1 0.257 0.060 12.09 12.09 52.20 46.98 1.00 1.00 3.06 51.41 51.41 +1.20D+0.50L+1.60S+1.60H Dsgn. L = 22.00 ft 1 0.557 0.111 26.17 26.17 52.20 46.98 1.00 1.00 5.70 51.41 51.41 +1.20D+1.60S+0.50W+1.60H Dsgn. L = 22.00 ft 1 0.557 0.111 26.17 26.17 52.20 46.98 1.00 1.00 5.70 51.41 51.41 +1.20D+0.50Lr+0.50L+W+1.60H Dsgn. L = 22.00 ft 1 0.257 0.060 12.09 12.09 52.20 46.98 1.00 1.00 3.06 51.41 51.41 +1.20D+0.50L+0.50S+W+1.60H Dsgn. L = 22.00 ft 1 0.349 0.076 16.37 16.37 52.20 46.98 1.00 1.00 3.89 51.41 51.41 +1.20D+0.50L+0.20S+E+1.60H Dsgn. L = 22.00 ft 1 0.293 0.066 13.77 13.77 52.20 46.98 1.00 1.00 3.39 51.41 51.41 +0.90D+W+0.90H Dsgn. L = 22.00 ft 1 0.193 0.045 9.07 9.07 52.20 46.98 1.00 1.00 2.30 51.41 51.41 +0.90D+E+0.90H Dsgn. L = 22.00 ft 1 0.193 0.045 9.07 9.07 52.20 46.98 1.00 1.00 2.30 51.41 51.41 REVIEWED FOR CODE COMPLIANCE]- -APPROVED JAN 2 5 2011 City of Tukwila BUILDING DIVISION 2 m * w r r 0 + + + + + + + + + + + + + OC 0 0 0 0 0 0 0 0 0 0 0 0 0< i =�=-I=`-o++ — 0 a00000000Ci r=N o l'ZZ Z 00-4 -4 -4 tibv-4 + + + + cn Cn cn o o cn cn 0 0 0 0 o m o o CA r r r ++ r r _Z m o 0 0 0== o o CDCD �mr- Voir - == oo =+ ccnnoCn C> C> 0 N W W N N N W N A N N N 7 O Cn Cn Cn 11 11 Cn Cn Cn -1 Cn N w CTI Cn Cn r� C" cnwwwwcncnwwwocnwwwc CD O o w w - w– – – –– o - O P!-3 QNQB� --• — --• w(N� --• W --• 7— —P C UOi O A?? A 0 0 0 A O cn O O O A C O Cn w W W W Cn Cn Cn W On cn Cn cn Cn W C cn cnc o m cn CDc v 0 ;:� Cn 0 NCD cn c v 0 0 0 d c 0 m a� m cn N CD 0 N 0 0 C17 7 O v cn 9 :3. o X. X v h G) Co H CA D a) a) m z m X 0 D T r 57) 0 N � cn co o� n a)Z N G) z m PC �PO IV (p M. III cn cnc o m cn CDc v 0 ;:� Cn 0 NCD cn c v 0 0 0 d c 0 m a� m cn N CD 0 N 0 0 C17 7 O v cn 9 :3. o X. X v h G) Co H CA D a) a) m z m X 0 D T r 57) 0 N � cn co o� n a)Z N G) z m PC �PO IV (p M. ,o173 Project Name: DIN TAI FUNG CBX STRUCTURAL ENGINEERING I;�� CALCULATIONS TGE Job Number: TGE16-7394 GROVELocation: TUKWILA, WA BRIAN J. SIELAFF, P.E. FILE STRUCTURAL ENGINEERING CALCULATIONS REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 5 2011 City of Tukwila BUILDING DIVISION FOR IMPERIAL BROWN PDX DIN TAI FLING TUKWILA, WA TGE PROJECT NO.: TGE16-7394 TGE FIRM NUMBER: 603490470 DESIGN CRITERIA: STRUCTURAL CODE: SEISMIC PARAMETERS: SEISMIC DESIGN CATEGORY: WALL/CEILING DEAD LOAD: CEILING LIVE LOAD: MINIMUM LATERAL LOAD: CORRECTION LTR#I_ RECEIVED CITY OF -rUK FILA DEC 22 2016 PERMIT CENTER 2015 IBC Ss =1.473 g S1 = 0.551 g D 5.0 PSF 10.0 PSF 5.0 PSF 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 1 of 35 TAMARACK ` GROVE E N G 1 N ££ R I N G TABLE OF CONTENTS IPROJECT INFORMATION....................................................................................................................................................3 2 JURISDICTIONAL INFORMATION.......................................................................................................................................4 3 ICC EVALUATION REPORT, PRODUCT SPECIFICATION LITERATURE AND DESIGN AIDS.................................................5 4 GENERAL STRUCTURAL NOTES........................................................................................................................................6 5 SEISMIC ANALYSIS.............................................................................................................................................................7 6 STRUCTURAL ENGINEERING CALCULATIONS................................................................................................................ 1.3 7 SOFTWARE PRINTOUTS AND DESIGN AIDS....................................................................................................................25 7.3. SIMPSON SOFTWARE PRINTOUTS..........................................................................................................................25 8 MATERIAL PRINTOUTS AND TESTING REPORTS............................................................................................................29 8.1 LARR #25184............................................................................................................................................................29 8.2 IMPERIAL BROWN SPAN CHART.............................................................................................................................. 33 8.3 IMPERIAL BROWN AXIAL CHART.............................................................................................................................34 8.4 SSMA........................................................................................................................................................................35 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 2 of 35 I TAMARACK T GROVE E N G I N E E R I N G PROJECT INFORMATION Tamarack Grove Engineering TGE Project Number: TGE16-7394 Date: 12/1/2o16 TGE Contact: D. Canon Furth, E.I. TGE Engineer of Record: Brian J. Sielaff, P.E., P. Eng. Project Client Information: Company: Imperial -Brown Contact: Ken Rhoads Address: 2271 N.E. 194th Portland, OR 97230 Phone: 503-665-5539 Email: KRhoads@imperiaI-brown.com Client Logo: BImpe 0 - I CR Project Site Information: BROWN - Name: Din Tai Fung Address: Tukwila, WA Coordinates: 47.474 °N,122.261 °W Phone: N/A Email: N/A Site Elevation: N/A Live and Dead Loads Ceiling Live Load: 10 PSF Ceiling Dead Loads: Steel Facing (ASTM -A-646) 1.8 PSF (26 GA. — t = 0.02 inch) Insulation: o.8 PSF Miscellaneous: 2.4 PSF Total: 5.0 PSF 812 S. La Cassia Dr. • Boise, Idaho 83705 . (208) 345-8941 • (208) 345-8946 FAX Page 3 of 35 q TAMARACK a GROVE E N G I N E E R I N G JURISDICTIONAL INFORMATION Seismic Design Information: Seismic Parameters: Site Coefficient, FA: Site Coefficient, Fv: Building Site Class: Seismic Design Category: Analysis Procedure Used: Basic Seismic -Force -Resisting - System: Importance Modification Factor, IP: Amplification Factor, aP: Response Modification Factor, RP: Lateral Pressure Design Information: Internal Wall Pressure Ss =1.473 9 S� = 0.551 9 SDs = o.982 9 SDS = 0.551 9 1.00 1.500 D D Equivalent Lateral Force Procedure for Non -Structural Components Bearing Wall System — Light Framed Walls of All Other Materials 1.0 (ASCE 7-1013.1.3) 1.0 (ASCE 7-10 Table 13.6-1) 2.5 (ASCE 7-10 Table 13.6-1) 5.0 PSF 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 4 of 35 E N G I N E E R I N G 3 ICC EVALUATION REPORT, PRODUCT SPECIFICATION LITERATURE AND DESIGN AIDS • CITY OF LOS ANGELES RESEARCH REPORT: RR 251.84 FOR IMPERIAL BROWN. • ICC -ESR -2713, "TITEN HD SCREW ANCHOR AND TITEN HD ROD HANGER FOR CRACKED AND UNCRACKED CONCRETE" • SSMA, "STEEL STUD MANUFACTURERS FACILITY" #8 TEK SCREW 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 5 of 35 LPPLPI _ 1111111 I'll.-a1 c • E N G I N E E R I N G 4 GENERAL STRUCTURAL NOTES i. GENERAL STRUCTURAL NOTES: A. CONTRACTOR TO VERIFY ALL OPENINGS, BUILDING DIMENSIONS, COLUMN LOCATIONS AND DIMENSIONS WITH OWNER PRIOR TO SETTING OF ANY COOLER BOXES OR CONSTRUCTION. B. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THESE PLANS UNLESS SUCH CHANGES ARE AUTHORIZED IN WRITING TO THE ENGINEER OF RECORD. C. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE AND ADEQUATE SHORING AND/OR TEMPORARY STRUCTURAL STABILITY FOR ALL PARTS OF THE STRUCTURE DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR FINAL CONFIGURATION. D. NOTCHING AND/OR CUTTING OF ANY STRUCTURAL MEMBER IN THE FIELD IS PROHIBITED, UNLESS PRIOR CONSENT IS GIVEN BY THE ENGINEER OF RECORD. 812 S. La Cassia Dr. • Boise, Idaho 83705 - (208) 345-8941 • (208) 345-8946 FAX Page 6 of 35 •_: .. STRUCTURAL ENGINEERING CALCULATIONS TAMARACK TGROVE . E N G I N E E R t N G 5 SEISMIC ANALYSIS 11W12016 Design heaps Detailed Report Design Maps Detailed Report ASCE 7-10 Standard (47.474010N, 122.26105°W) Site Class D - "Stiff Soil", Risk Category 1JI111II Section 11.4.1 — Mapped Acceleration Parameters Note: Ground motion values provided below are for the direction of maximum horizontal spectral response acceleration. They have been converted from corresponding geometric mean ground motions computed by the USES by applying factors of 1.1 (to obtain S2) and 1.3 (to obtain S,). Maps in the 2010 ASCE-7 Standard are provided for Site Class B. Adjustments for other Site Classes are made, as needed, in Section 11.4.3. From Figure 22-1111 SS = 1.473 g From Figure 22-2121 S, = 0.551 g Section 11.4.2 — Site Class The authority having jurisdiction (not the USGS), site-specific geotechnical data, and/or the default has classified the site as Site Class D, based on the site soil properties in accordance with Chapter 20. Table 20.3-1 Site Classification Site Classys N or Na,, s. A. Hard Rock 55,000 ft/s N/A N/A B. Rock 2,500 to 5,000 ft/s N/A N/A C. Very dense soil and soft rock 1,200 to 2,500 ft/s X50 ?2,000 psf R. Stiff Soil 600 to 1,200 ft/s 1s to 50 1,000 to 2,000 psf E. Soft clay soil <600 fVS <15 <1,000 psf Any profile with more than 10 ft of soil having the characteristics: • plasticity index Al } 20, • Moisture content w � 40%, and • Undrained shear strength s„ < 500 psf F. Soils requiring site response See Section 20.3.1 analysis in accordance with Section 21.1 For SI: ifVs = 0.3048 m/s 1lb/ft' = 0.0479 <N/ml hitpllehp2-oarthquakawr.usgsxjoaldesigrwnapsluslrepwLphp?template=minimal8tattud®=47A74o'11991884794&lor ituda=-172.26104911353008&sitedass=3.. 116 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 7 of 35 TAMARACK T GROVE E N G I N E E R I N G 11M.W16 Design Maps Detailed Report Section 11.4.3 - Site Coefficients and Risk -Targeted Maximum Considered Earthquake (MCEJ Spectral Response Acceleration Parameters htipl/ehp2-oarthqmke.wr.usgs4w/dosigm apshislropoMOV?template--mirfimal&lgtucia--47A74011991884794gioNiLidem-122.26104911353DO8&sitedass=3.. 2ffi 812 S. La Cassia Dr. • Boise, Idaho 83705 - (208) 345-8941 .(208) 345-8946 FAX Page 8 of 35 Table 11.4-1: Site Coefficient F; Site Class Mapped MCC ,. Spectral Response Acceleration Parameter at Short Period S'- 0.25 S, = 0.50 Ss = 0.75 Ss = 1.00 S, � 1.25 A 0.8 0.8 0.8 0.8 0.8 8 1.0 1.0 1.0 1.0 1.0 C 1.2 1-2 1.1 1.0 1.0 0 1.6 1.4 1.2 1.1 1,0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of Ss For Site Class = D and S, = 1.473 S, F. = 1.000 Table 11.4-2: Site Coefficient F, Site Class Mapped MCE . Spectral Response Acceleration Parameter at 1-s Period 5, :5 0.10 S, = 0.20 S, = 0.30 S, = 0.40 S, ? 0.50 A 0.8 0.8 0.8 0.8 0.8 5 1.0 1.0 1.0 1.0 1.0 C 1.7 1.6 1.5 1.4 1.3 D 2.4 2.0 1.8 1.6 1.5 E 3.5 3.2 2.8 2.4 2.4 F See Section 11.4.7 of ASCE 7 Note, Use straight-11ne interpolation for intermediate values of S, For Site Class = 0 and S{ = 0.551 9, F, = 1.500 htipl/ehp2-oarthqmke.wr.usgs4w/dosigm apshislropoMOV?template--mirfimal&lgtucia--47A74011991884794gioNiLidem-122.26104911353DO8&sitedass=3.. 2ffi 812 S. La Cassia Dr. • Boise, Idaho 83705 - (208) 345-8941 .(208) 345-8946 FAX Page 8 of 35 i -TAMARACK T GROVE E N G I N E E R I N G 11MW16 Design Maps Detailed Report Equation (11,4-1): Sr,, = FESS = 1.000 x 1.473 = 1.473 g Equation (11.4--2). SNf = Fy,S, = 1.500 x 0.551 = 0.826 g Section 11.4.4 — Design Spectral Acceleration Parameters Equation (11.4-3): Sas = % S,S = % x 1.473 = 0.98.2 g Equation (11.4-4): Soi = % S,, = % x 0.826 = 0.551 g Section 11.4.5 — 'bes!ign Response Spectrum From Figure 22-12131 T, = 6 seconds Figure 11.4-1: Design Response Spectrum T<T®:S.=S,,(OA +0.RTIT,) Sm=0.982- TOSTSTs_S.=Sns ri I 1 m � I I 4 1 Q Sor=9.551--'----------- L ---------- I 1 1 b a � I 1 I I I � ! 1 n i qp i I I � � ; 1 1 1 T, - 0.115 Tj� : 0.561 1 000 Period T (sed httpllehp2-earthqwka.wr.usgs*wldasignmapsluslrepart# p7templata-minimal&latitude=47A74011991884794&iotgitude--122261049113530088sitedass=3... 3rfi 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 - (208) 345-8946 FAX Page 9 of 35 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK T GROVE E N G I N E E R I N G 113aZOt6 Design Maps Detailed Report Section 11.4.6 — Risk-Targeted Maximum Considered Earthquake (MCER) Response Spectrum The MCEe Response Spectrum is determined by multiplying the design response spectrum above by 1.5. S,,=1.473 a � 1 i I i � 1 1 1 1 � 1 + 1 ` 1 1 a ' ' 0 v . `I` 1 r c I o I iS I I _ I I yX V 1 . I iS I 1 � I I I i I 1 I ' 1 1 i T, 0.112 T' = d. 551 1 4010 Period. T (sect httpY..+ehp2-earthgmko.wr.usgs.gn,+/desigrnapslustro t r?template=minimai&lattude--47.474011991894794&for iitde=-1 22261049113530088sitedass=3.. 4t& 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 10 of 35 STRUCTURAL ENGINEERING dad. CALCULATIONS TAMARACK"FT GROVE E N G I N E E R I N el. 11 rA2016 Design Maps Detailed Repert Section 11.8.3 - Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F From Figure 22-7147 PGA = 0,609 Equation (11.8-1): PGA, = F,,G,PGA = 1.000 x D.609 = 0.609 g Table 11.8-1; Site Coefficient F,,, Site Mapped IVICE Geometric Mean Peak Ground Acceleration, PGA Class PGA 15 0,10 PGA = 0.20 PGA = 0.30 PGA = 0.40 PGA � 0.50 A 0.8 0.8 0.8 0.8 0.8 a 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line Interpolation for intermediate values of PGA For Site Class = D and PGA = 0.609 gr F,I,�, = 1.000 Section 21.2.1.1 - method 1 (from Chapter 21 - Site -Specific Ground Motion Procedures for Seismic Design) From Figure 22-17151 C,, = 0.942 From Haure 22-18161 C, = 0.926 hftpJ/eN)2-aarthqnke.wr.Ltsgs.gw/dasigmapsAistrepwl#V7Lemplata--minimal&lgtuds--47A74011991884794&lor4tWo�---12226104911353008&sitedass=3,.,.96 812 S. La Cassia Dr. - Boise, Idaho 83705 - (208) 345-8941 - (208) 345-8946 FAX Page 11 of 35 -,' STRUCTURAL + -S- .. .. INTIM CALCULATIONS TAMARACK GROVE . . E N G I N E E R I N G 11I30r2016 Design Maps Detailed Report Section 11.6 — Seismic Design Category Table 11;6-1 Seismic Design Category Based on Short Period Response Acceleration Parameter For Risk Category = I and S. = 0.482 g, Seismic Design Category = D Table 11,6-2 Seismic Design Category Based on 1-S Period Response Acceleration Parameter For Risk Category = I and Say = O.SS1 g, Seismic Design Category = D Mote: When S, is greater than or equal to 0.758, the Seismic Design Category is E for buildings in Risk Categories I, I1, and 111, and F for those in Disk Category IV, irrespective of the above. Seismic Design Category = "the more severe design category in accordance with Table 11.&-1 or 11.6-2" = D Mote: See Section 11.6 for alternative approaches to calculating Seismic Design Category. References 1, Figure 22-1: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/201O_ASCE-7_Figure_22-I.pdf 2. Figure 22-2: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/20I0_ASCE-7_Figure_22-2.pdf 3. Figure 22-12: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-12.pdf 4. Figure 22-7: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/201O_ASCE-7_Figure_22-7.pdf S. Figure 22-T7': http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010 ASCE-7_Figure_22-17.pdf 6. Figure 22-18: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_15CE-7_Figure_22-18.pdf httplPehp2-earthgmko.wr.usgs.gov/designm apsEuslrapxLphp?template--m inima181alitude=47A740i199188479481otegituda--171.261049113530088sitedass-3... 6r6 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX RISK CATEGORY VALUE OF $� I Or It III IV So, c O.S67g A A A 0.1679 5 SDs < 0.339 B l3 C 0.339 S Sas C 0.50Q C C D 0.508 :5 VALUE OF SQ, RISK CATEGORY. I yr I IIII IV Sol < 0.0679 A A A 0.0679 5 5O1 < 0.1339 B B C 0.I33g 5 SO, < 0.209 C C D Sas D Q Q VALUE OF SQ, RISK CATEGORY. I yr I IIII IV Sol < 0.0679 A A A 0.0679 5 5O1 < 0.1339 B B C 0.I33g 5 SO, < 0.209 C C D 0.209 :5 Smi D D Q Page 12 of 35 4dLJ1A&. TAMARACK ` GROVE E N G I N E E R I N G 6 STRUCTURAL ENGINEERING CALCULATIONS JURISDICTION: WASHINGTON STRUCTURAL CODE: 2015 INTERNATIONAL BUILDING CODE OK:=1 NG:=O DESIGN CRITERIA SEISMIC CRITERIA RTA SDS -=O.()82 Design Spectral Response for Short Period ap:=1.0 Amplification Factor n,,:=2.5 Response Modification Factor 1,:=1.0 Importance Modification Factor h:= i ft Height of Structure Attached to z:=0 ft Height of Base off of the Ground L7,:=10 psf Cooler Panel Live Load DLI.., —5 Psf Cooler Panel Dead Load pi"' &:=5 Paf Internal Pressure ASD LOAD COMBINATIONS1 LQ, :=DLj*,,,pj+LL1.1=15 psf Load. Combination 3: D+(Lr, S, or R) LCA:= I0.6 • DLP„n,.t+0.6 • (—P,,,,,,,,,d)j = 0 psf Load Combination 7: 0.6D+0.6W (Uplift Pressure) Width:=6.9 ft Length— ft tpan,t_aiin,_,:='4 in tpnnrl,,u-4 in Unit Width Unit Length Ceiling Panel Thickness Wall Panel Thickness H:=8.0 ft Mean Roof Height H,e:=7.7 ft Mean Wall Height PANEL MANUFACTURER: IMPERIAL MANUFACTURING ICE COLD COOLERS, INC. PANEL SPECIFICATION HIGH DENSITY URETHANE PANEL (CARR #15184) 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 13 of 35 TAMARACK' GROVE E N G I N E E R I N G L:=10.7 ft L.H:=11 ft Tnddlh.°=1 ft LOADS: „� u2d�sigtt�criling�=Tutidth' 3-15 Plf i wdr.Riyn c+tiliny`t'2 _214.7 ft•1bf enact. '— V wdFsim� n it;a$' L = 80.3 1bf mns'— 2 Wal!_ 6n?==T+-dth-24.9 paf =24.9 Of z 376.6 ft • Ibf affnur'— nif ,ifirrq't'aff Vollow'= 2 -137 Ibf Design Length Corresponding Allowable Span (LARR 25184) Tributary Width of Panel for Evaluation Governing Load Combination for Ceiling Maximum Moment Maximum Shear Allowable Panel Load (LARR 25184) Allowable Moment Allowable Shear CHECK: mall,,, > mmax =1 VaUow > vvrum =1 5U1WMRY THEREFORE. USE 4"HIGH DENSITY URETHANE PANELS FOR CEILING PER PLAN, Hu,=7.7 ft AXIAL LOADS: vs�ta: =80.3 Vif Pd sign_crfling'- Twidth Hall-a2i61 '= 21 l t P.U:=460 psf wdexign aaall'=Pinierrtal`H=40 pIf HaA_trnna °= 8.1 ft lVa:-30 psf-Hau_trans=243 pIf Design Height Total Axial Load From Ceiling Allowable Height for Axial Load (LARR 25184) Total Allowable Axial Load (LARR 25184) Transverse Load on Wall Allowable Height for Transverse Load (LARR 25184) Total Allowable Transverse Load 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 14 of 35 TAMARACK T GROVE E N G I N E E R I N G �cLceagn_rciting '''desigm nw 1 +� =Q,3 Combined Axial and Bending Ratio CHECK: Puit>3�tGee+;m�:riLing=1 141all>W4,,ig.,.V=1 rwaraiii:Grct<1.0= 1 II -3 ft GRI©LINEANDSHEAR WALL L4YOUT.- 1 2 2 1 Design Height A,. )f. = Length - Width =186.3 ft` Area of Roof f, :=3•14"idth,+2-bength.=74.7 ft Total Wail Length LATERAL FORCE GENERATION: Wt.:= (Aroof •.DI,jwTtrt) +(f � • f�a�L1. �L oL =2425.5 1V Total Weight 0.4 • a..,5 I�V't Fn •11+(2• �_ 381.1 dbf Seismic Lateral Force R v l ) 4 FLS_„T� ;= l.,(i •S�� • I€ • i� t - 337,13.9 1bf Maximum Lateral Seismic Force 812 S. La Cassia Dr. - Boise, Idaho 83705 . (208) 345-8941 • (208) 345-8946 FAX Page 15 of 35 r c TAMARACK T GROVE E N G I N E E R I N G FP n,a,,:=0.3-Sr)s-Te-'i't.=71.4.6 1bf Fm, := max (F'nUg e Fly nirn) = 714.6 1bf FP:=?tzi,n.(FP,,Fj ,,.r)=71.4.61bf 0.7-F1,=500.2 1bf Fp-Pr _1M9rc_1 := 2 . Length - P4.n ,.j = 540 1bf „ )=5401b � .�,„Y r f FP-dej921i 20 _ pff u dr�i9n_l = Length _ FP_P1.1-rc_2:= 2 . Length.-Pinienw(=540 1bf Fr, 9ii2:=max(F„-,,d,Fp,,,_3bre_2)=5401bf FP_&e gn-2 _ Pl f uderr9R_2:_ 20 Length — SHEAR WALL CALCULATIONS: (1-1) L1:=6.9 ft Length of Wall Line 1 �A'dercign_ 1 ' Tu,idlh_ 1 f,:= = 39.1 iff T,l L2:=6.9 ft Length of Wall Line 2 f2gLdog!rt t ' ,„tdrh 2 = 39.1 plf L2 R._ Hxv .1.1 min (L, , L2) FW inpinrre_t 377 Of SHEAR WALL CALCULATIONS: (2-2) LA:=27 ft Length of Wall Line A WfleFi9n-,2' T,aidlh-{ .lin:= L.4 =2.6 plf LB:=27 ft Length of Wall Line B W&,wyrr._2'T.'idlf'_R — fu:= L 2.6 pIf R — Minimum Lateral Seismic Force Generated Lateral Seismic Force ASD Lateral Seismic Design Force Lateral Force from Internal Pressure (1-1) Lateral Design Force (1-1) Distributed Design Load (1-1) Lateral Force from Internal Pressure (2-2) Lateral Design Force (2-2) Distributed Design Load (2-2) T _ Length =13.5 ft Tributary Width mdfh — In -Plane Force on Wall 1 T, ddlh 2:=13.5 ft Tributary Width In -Plane Force on Wall 2 Worst Case Shape Factor Ratio Allowable In -Plane Shear (LARR 25184) Ticedlh_t:= LVL2 th _3.5 ft Tributary Width In -Plane Force on Wall Line A T,,ddrn_8:=3.5 ft Tributary Width In -Plane Force on Wall Line B 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 16 of 35 R:= x =o. r 4.,,,j za=400 pli CHECK: ''�iu_ifxp ry;e z > Max {f • Worst Case Shape Factor Ratio Allowable In -Plane Shear (LARK #25184) Fafi inpimie 2>?nin. T,d,d, =5.3 ft Tributary Width of Ceiling Acting on Connection IT, =7.^r ft Design Height LOADS: ]"IC7 = 0 Psf Uplift Load on Ceiling pg=LCo•fiN��$J,_-0.6•H•L]IJrrrrarl=-2A ptf Uplift Forte on Floor -Wall Connection (NO UPLIFT) Pi. t".., = 5 Paf H —Q. Plf �ff`O3t_4�-1 'tYdk :T12!}r- L L' ) y f19bj11.1 = max (J1{ ./ i ! i J{A"✓Tf g).. -a> .L Pff f7n4r,.T max (Ptrww finpierw) = 39.1 Plf 1 f2" VITEN ANCHOR: Sir:=24 iii. vn.. =.I Haar. `'�n..j,., 78.3.1bf Transverse Load on Wall Transverse Shear Force on Floor -Wall Connection In -Plane Shear Force on Floor -Wall Connection Governing Shear Force on Floor -Wall Connection Spacing of Anchor Through Angle Shear Force on Anchor V¢1i:=954 1bf Maximum Allowable Load on Anchor NOTE.' SEE SIMPSON TIE DOWN REPORT FORAh+CHORAAA CYSIS CAM LOCK CONNECTION: Scn,» : ` 24.0 2n Va[t _ 66o lbf _ 330 pf f cnm - S�n�a 400 ibf =200 Plff Scnni Spacing of Cam Lock Connection Along Panel Allowable Shear of Camlock Connection (LARK #25184) Allowable Tension of Camlock Connection (LARR #25184) 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 17 of 35 CHECK: • E N G I N E E R I N G f'. :5 V.11-.. = 1 Lia zrleor { V.11= 1 H,,=7.7 ft LOADS: T.,C7 i 0 P•f Part-Tu.,dt/7'0 O Pinecmad' 5 Pef H 20 pff fimptn. ,,:= tiiax (fl ,f2,,fA'f,u) =39.1 Pif fl. , max (n.6tis,fillpiat")=39.1 P<f CAVI LOCK CONNECTION: S�,,:=24.0 *s 660 Ibf Vrr..... ..n —_ 330 p 1, �r`avry Tadt_e =400 1bf =200 pif `ScQln CHECK: Tributary Width of Ceiling Acting on Connection Design Height Uplift Load on Ceiling Uplift Force on Wall -Ceiling Connection (NO UPLIFF) Transverse Load on Wali Transverse Shear Force on Wall -Ceiling Connection In -Plane Shear Force on Wall -Ceiling Connection Governing Shear Force on Wall -Ceiling Connection Spacing of Cam Lock Connection Along Panel Allowable Shear of Camlock Connection (LARR #25184) Allowable Tension of Camlock Connection (LARR #25184) .ifiruex: `� V n' nn. =1 P�rrt { TaPeSum ` 1 812 S. La Cassia Dr. - Boise, Idaho 83705 • (208) 345-8941 - (208) 345-8946 FAX Page 18 of 35 :r TAMARACK GROVE E N G I N E E R I N G Wi.dth:=15.5 ft Unit Width I,en...gfA:=19 ft Unit Length 4 in Ceiling Panel Thickness t,,cnri ,,R:=4 in Wall Panel -Thickness HH. -8.0 ft Mean Roof Height FIS,:=7.7 ft Mean Wall Height PANEL MANUFAC?URER: IMPERIAL MANUFACTURINGICE COLD COOLERS, INC. PANEL SPECIFICATION. HIGH DENSITY URETHANE PANEL (LARR #25184) 1.:=15.4 ft LaU:=15 ft T"idrrr:=1 ft LOADS: „/ "Ddrngn_rrdmg'=Tu,idth - LC3=15 Pff x Y72. — YUdr�ign rr.=ring' = 444.7 ft • Ibf V _ �rdr�iga„rxEting`L _115.5 Ibf mar'— 2 icy! crireng `=Twfdth ` 18.2 psf =18.2 Of Mallam `V-4-ceding`Lall =51.7.9 ft-!bf 1Vall eeifing • Lei? V.11..= _ 1:36.5 Ibf 2 — Design Length Corresponding Allowable Span (LARR 25184) Tributary Width of Panel for Evaluation Governing Load Combination for Ceiling Maximum Moment Maximum Shear Allowable Panel Load (LARK 25184) Allowable Moment Allowable Shear CHECK: 11q u > rnt„az =1 Vauom> viTt= SUMMARY! THEREFORE USE 4"1/1•GN DENSITY LIRETf ANE PAPER PLQN- 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 19 of 35 -TAMARACK'7 GROVE E N G I N E E R I N G H,,= 7.7 ft AXIAL LOADS: z't =115.5 pIf Tmidt.h P.U:= 460 >ff dea:�x_acuti=PirEt�rnrt' =' Q pff alk L+ans'=8.1 ft W.u-30 p8f-Hatryt,.=243 pIf ��1 w i rx_rF-rif�uj tode,k4gtx_to di �rrnndri+rr�d'= +=0.4 I'.ri 147,l Design Height Total Axial Load From Ceiling Allowable Height for Axial Load (LARR 25184) Total Allowable Axial Load (CARR 25184) Transverse Load on Wall Allowable Height for Transverse Load {CARR 25184) Total Allowable Transverse Load Combined Axial and Bending Ratio CHECK: Pall > Pd€ni,,_,,,U , 1 Wall d si;m_trx dt - 1 »rrxFiined.< 1.0 = 1 SUMMARY: THESUM OF THE R4 770S FOR AXIAL AND TRANSVERSE ARE LESS THAN OR EQUAL TO I-0- THEREFORE. ISE 4" HI .H O NSTTYUREMAN"ANFLS FOR WA GRIDLINEAND SHEAR WALL LAYOUT. 2 2 1 1 2 Q M. 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 20 of 35 TAMARACK `P GROVE E N G I N E E R I N G H=8 ft Design Height A,,,,,1:= Length • Width =294.5 ftz Area of Roof L,,,U:=3• Width+2•Length,=84.5 ft Total Wall Length LATERAL FORCE GENERATION: 1 Wt:_(A,ti,f•DL,,�,)+I�2I•LL,,•DLpo„��I=3162.51bf Total Weight 0.4 • ny, • Sl)s • Wt z Fp:= • (1 + 2 • —1 = 496.9 1bf Rp 1 1L1 I„ Fp-,,,,,,.:=1.6 • SDS • I,. • Wt = 4963.9 1bf Fr ,,,j„ := 0.3 • SDS • I,, • Wt = 931.7 1bf Fp_3:- max (Fp a,,g,Fp_mi,,)=931.71bf Fp := mitt (Fp , . Fp_.,,.,) = 931.7 1bf Fp..ad = 0.7 • Fp = 652.2 1bf Fp_im•FTMvj : " Zt . Length • Pintenwl = 380 1bf Fpdceign_1:=max(Fp,Am, Fp .,)=652.21bf _ Fp_.l, y4 t = 34.3 P1 f �dcngn_1 Length, Fp�rraw,rc_T °_ �2 • Length • Pin.icn,ei = 380 1bf Fp-design-2:= nia x (F,_.,,, Fp,,,,) = 652.2 1bf Fp_drjgu_2 Length =34.3 ptf SHEAR WALL CALCULATIONS; (1-1) Li :=15.4 ft Length of Wall lane 1 desigtt_I •7 width y = 21.2 I>lf Seismic Lateral Force Maximum Lateral Seismic Force Minimum Lateral Seismic Force Generated Lateral Seismic Force ASD Lateral Seismic Design Force Lateral Force from Internal Pressure (1-1) Lateral Design Force (1-1) Distributed Design Load (1-1) Lateral Force from Internal Pressure (2-2) Lateral Design Force (2-2) Distributed Design Load (2-2) T.Wfh_,:= Length =9.5 ft Tributary Width In -Plane Force on Wall 1 L2:=9 ft Length of Wall Line 2 T,,jd, i 2:=9.5 ft Tributary Width dr€igrt_t • �,,.ddu�_z = 36.2 f2:= pir +�f I.2 In -Plane Force on Wall 2 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 21 of 35 r` TAMARACK GROVE E N G I N E E R I N G R:= H ,� =0.9 7nin (L1 , Q F.'11_inptaRe_1 =4400 pif SHEAR WALL CALCULATIONS: (2-2) LA:=19 ft Length of Wall Line A 7lfdcidgR�' Tw;dth_A fA:= =14 pif LA Ln:=19 ft Length of Wall Line B wd";gR_2'TTAdth_B =14.1 fB L� pif R:= Il —0.4 min (LA ;Q %i— ,dj_E.Rj1f..,_.2•=400 Of Worst Case Shape Factor Ratio Allowable In -Plane Shear (LARR 25184) Twi,U,_A:= �r � _7.8 ft Tributary Width In -Plane Force on Wall Line A 7.8 ft Tributary Width In -Plane Force on Wall Line B Worst Case Shape Factor Ratio Allowable In -Plane Shear (LARR #25184) CHECK: a11_inNlattr > max {fi,Q = 1 Ftild_+.n7,taree_2>77tin, (fA, fg) = 1 SUMMARY.- THERFM USE 4- HIGH DENSITY 11AMANE WALL PANEL_s FOR LA YEP -A f RESISTANCE. 5) TYPICAL FLOOR TO WALL CONNECTION (1/2) T.idjj,:=5.3 ft Tributary Width of Ceiling Acting on Connection H,;=7.7 ft LOADS: I.C7 = 0 P8f Design Height Uplift Load on Ceiling pe. et:=LC,-T,,idt,,—O.c•H'-DL,.r „wl=--24 pIf Uplift Force on Floor -Wall Connection (NO UPLIFT) �inteme! = 5 p8f H Ptmns:=PrJ11rrRit• 2 =20 pif ffRP1R++r_:=max(f1,f2:.J.4ju)=36.2 pff fr�ax'=m` `(i7JrmiF+fiRi+me)=36.2 pif Transverse Load on Wall Transverse Shear Force on Floor -Wall Connection In -Plane Shear Force on Floor -Wall Connection Governing Shear Force on Floor -Wall Connection 812 S. La Cassia Dr. • Boise, Idaho 83705 - (208) 345-8941 • (208) 345-8946 FAX Page 22 of 35 -TAMARACK r GROVE E N G I N E E R I N G 3/8" TITEN ANCHOR; S,tu-.btar'ia 3Tt 7 aruJwr'=fj,",,Srmrlenr=108.7 1 b Vdtt-=050 Ibf Spacing of Anchor Through Angle Shear Force on Anchor Maximum Allowable Load on Anchor Nom see5imPSON 77e DowN RepoRrroR ANCHOR ANALYSIS #8 TEK SCREW: Sr,, -=12 it 48tbf_ �`11N�:t� = —48 Of Secy, CHECK; Spacing of #8 TEK Along Panel Allowable Shear of #8 TEK (SSMA) u�/ * . ♦; i, . Ott Nl�t • t . s, •`i. • ri. 1, `..,dth*=5.3 fi X,,; = 7.7 ft LOADS: T..C7 = 0 Psf Pgxrt:=LC7.7'`%,d1h = 0 At Panirrnat = 5 >qf ptrnnt-1}inP.er»nt ' 2- 20 AIf �, fiaaplttrir..'=tT14X�f1..f2+.J_4>fg)=36.2 Pif .fnwx'= max (Pt>mi.,fdrteH,,,,)=36.2 Pif Tributary Width of Ceiling Acting on Connection Design Height Uplift Load on Ceiling Uplift Force on Wall -Ceiling Connection (NO UPLIFT) Transverse Load on Wall Transverse Shear Force on Wall -Ceiling Connection In -Plane Shear Force on Wall Ceiling Connection Governing Shear Force on Wall -Ceiling Connection 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 23 of 35 TAMARACK T GROVE E N G I N E E R I N G CAM LOCK CONNECTION: Ste, -24.0 in Spacing of Cam Lock Connection Along Panel 660 1bfAllowable Shear of Camlock Connection S. = Pf 330 d (LARK #25184) °11 400 Ibf — 200 pf f Allowable Tension of Camlock Connection �" 6tain (LARK #25184) CHECK: 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 24 of 35 7 7.1 TAMARACK T GROVE E N G I N E E R I N G SOFTWARE PRINTOUTS AND DESIGN AIDS SIMPSON SOFTWARE PRINTOUTS Anchor DesignerTIV Software Version 2.4,6025.2 A 1.Prolect information Customer company Customercontact name: Customer e-mail: Comment: 2. Input Data_A Anchor Parameters General Design method:ACI 318.11 Units: Imperial units Anchor Information: Anchor type; Concrete screw Material: Carbon Steel Diameter (Inch): 0.375 Nominal Embedment depth (inch): 2-500 Effective Embedment depth, he (inch); 1.770 Code report. ICC -ES 'ESR -2713 Anchor category: 1 Anchor ductigty: No hmo. (inch): 4.00 ce. (inch): 2.69 Gro Cinch); 1,75 S� (inch): 3.00 Load and Geometry Load factor source: ACI 316 Section 9.2 Load combination: not set Seismic design: Yes Anebors subjected to sustained tension: Not applicable Ductility section for tension: D.3.3-4.3 (d) is satisfied Ductility section for shear. D.3.3.5,3 (b) is satisfied On factor: not set Apply entire shear load at front row. No Anchors only resisting wind ari4fo€ seismic bads: Yelz 0 Ib Company: Tamarack Grove Engineering Date: 911312016 Engineer Page: 114 Project: Address: Phone: E-mail. Project description: Location: Fastening description: Base Material Concrete: Normal -weight Concrete thlcknaas, h (inch), 4.00 State: Cracked Compressive strength, r� (psi): 2500 WcV; 1.9 Reinforcement condition: B tension. B shear Supplemental reinforcement: Not applicable Reinforcement provided at corners: No Do not evaluate concrete breakout in tension: No Do not evaluate concrete breakout in shear No Ignore Edo requirement: Not applicable Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 1.50 x 36.00 x 4.00 Input data and results must be checked for agreement vAth the existing dreumstanrr_+s, the standards and guidelines must be checked for plausibility. S:Mpsui SItorv,',e Company Inc. 5956 W. Lay Posltas Boulevard Pleasanton, CA 94686 Phone: 925.560.9000 Fair. 925,847.3871 wwwstmnatle.com 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 25 of 35 TAMARACK GROVE 'c N 6 I 'N E E R I N G Anchor besignerTM Software ? Version 2A.6025.2 Figure 2> Company: Tamarack Grove Engineering I Date: 1911312016 Engineer: I Page, 12J4 Project: Address: Rhone - E -mail: Recommended Anchor Anchor Name., Titen HDO - 318"0 Then HD. hnom:2.5" (64mm) Cotte Report IMES ESR -2713 k4 .. . 1 Input data and resifts must be checked for agreement with the existing circumstanom. the standards and guidelines mast be checked for plausibility. S rips. -. 5'ro^a 'I e C np_2np mc. 5956 W. Las Posltas Botstevard Pleasanton, CA 84588 Phone. 325.560.9008 Fax 925.847.3871 waw.strongtle.com 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 26 of 35 , -TAMARACK GROVE E N G I N E E R t N G Anchor Designer""," Software Version 2A.6025.2 a Company: Tamarack Grove Engineering I Date_ 1911312016 Engineer: I Page, 1314 Project: Address: Phone; E-mail: 3, Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, N. (lb) V_ (Ib) V, y (lb) -vr(V_x)'+(V,)' (Ib) 1 0.0 0.0 950.0 950.0 Salm 0.0 0.0 950.0 950.0 Me mum concrete compression straln <Figure 3> Maximum concrete compression stress (psi): 0 Resultant tension force (ib): 0 Resultant compression force (Ib); 0 Eccentricity of resultant tension forces in x-axis, e w (inch): 0.00 Eccentricity of resultant tension forces In y-axis, e.,4 (inch): 0.00 Eccontrkily of resultant shear forces in x-axis, o'v, (inch): 0.00 n+1 Eccentricity of resultant Shear forces in y-axis, e',y (inch): 0.00 8, Steel Strength of Anchor in Shear iSec. 0.6.11 V.. (Ib) 0 Ov..OV.. (Ib) 2855 1.0 0.60 1713 9. Concrete Breakout Strength of Anchor in Shear (See. 0.6.21 Shear perpendicular to edge In y -direction: Veq = 9;. 4fx., (Eq. D-33 & Eq. 0-34) 1. (in) d. (in) J,. fr (psi) ca, [n)yb, (ib) 1.77 0.38 1.00 2500 18.00 22324 .4V Hwy =•4 (Avr 1 Avco)W,,Y.w K.W,,, vVky (Sec. D.4.1 A Eq. 0-30) Awe (int) Av. (W) V'N,v 'Y�,v W,cv Vay (tb) 0 ¢V,ty (Ib) 115.00 1458.00 0.719 1.000 2.598 22324 0.70 2304 Shear parallel to edge in y -direction; V-_ = min17(1./d.)°2,,Id.R:tiIfx.,'s; 9r.tiifcc.,, 11 (€q- 033 & Eq. D-34) 1. (In) d. (in) A. f� (psi) c., (in) V'. (lb) 1.77 0.38 1.00 2500 1.75 677 OVu.9 ={S (Sec. DAA & Eq. D-30) Aur (in') A1.. (int) y y,v n %y Vt. (Ib) 0 OVa,y (lb) 13.78 1378 1.000 1.000 1.000 677 0.70 947 10, Concrete Prvout Strength of Anchor in Shear lSec. D,6.3) dV, = pkN b = Ok-Ow/Ant.) y'.d.oPy ,01tAn*(Eq. D40) Input data and results must be checked for agreement wM h the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson "3 ranq-T.- Csmpa.ny inn S956 W. Las Poshas Bodevard Pleasanton, CA 94588 Phone: 425.560.9000 Fax:. 925.847.3071 wmu.strongde.com 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 . (208) 345-8946 FAX Page 27 of 35 TAMARACK x GROVE E N G I N E E R I N G Anchor DesignerTld Software Version 2A,6025.2 n Company: Tamarack Grove Engineering I [late: 19113r2016 Engineer: I Page: 414 Project: Address: Phone. - E -mail: kga Art_ (Ins) Ano: (Ins) Y'.drr 1% (11b) __.. 0 - - 0111 (lb) — - 1.0 23.39 28.20 0.898 1.000 1.000 2002 0.70 1043 11. Results Interaction of Tensile and Shear Forces (Sec. D.71 Shear Factored Load, V, (lb) Design Strength, ®V.n. (lb) Ratio Status Steel 950 1713 0.55 Pass T Concrete breakout y+ 950 2304 0.41 Pass (Governs) II Concrete breakout x+ 950 947 1.00 Pass (Governs) Pryout 950 1043 0.91 Pass 318"0 Titan HD, hnom,2.5" (64mm) meets the selected design criteria. 12. warnings - Minimum spacing and edge distance requirement of eda per AGI 318 sections D.8.1 and D-8.2 for torqued cast -in-place anchor is waived per designer option. Per designer input, ductility requirements for tension have been determined to t1e 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 clsaning and installation instructions. -- -- ------ - - ____.....-- Input data and resuts must be checked for agreement vrith the existing circumstances, the standards and guidelines nwsA be checked for plausibility. Smlp,an S:ronP-Tw Cwpany In 5956 W. Las Pushes Boulevard Pleasanton, CA 94588 Phone: 925.560.99116 Fax: 925.847.3871 avror.stronghe.00m 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 28 of 35 0 8.1 MATERIAL PRINTOUTS AND TESTING REPORTS LARR #25184 SOMMOF BUILDING AND SAFETY COMNiSSIONERS VAN AMBATIELOS ��__4T E. FELICIA BRANNON vc _Q S-_hT JOSELY14 GEAGXROSENTHAL GEORGE HOVAGUIM AN JAVIER NUNEZ UMT-UMS CALIFORNIA lillill©,"� h ERIC GARCETTI MAYOR OVAMIENTOF BUILDING AND SAFETY �t A`�'f`:rKw'�4QAST.R�T iL15 CA 9= RAYMOND S. CHAN, C.E, S.E. __NTeA. VAYA_ FRANK BUSH x�,tnr-- cpMvt Imperial Manufacturing Ice Cold Coolers, Inc. RESEARCH REPORT: RR 25184 2271 N.E. 194th Avenue (CSI #13030) Portland, OR 97230 Expires: August 1, 2016 Attn: Ken Rhoads Issued Date: October 1, 2014 (503) 665-5539 Code: 2014 LABC GENERAL APPROVAL — Renewal/Revision - Imperial Manufacturing Steel Faced, Urethane Refrigeration Panels for Walk -In Coolers and Freezers DETAIL Imperial Manufacturing panels consist of 26 gage stucco -embossed galvanized steel skins, meeting ASTM A525, and a core of polyurethane foam identified as R1327B rigid foam system as manufactured by IPI Division of PMC, Inc. The panels are 3V2" in thickness and vary in width up to a maximum of 48". The panels are joined together utilizing cam -lock fasteners. The panels are approved as structural wall and ceiling panels for use in interior, non -fire rated walk-in coolers and freezers. The approval is subject to the following conditions: 1. The panels are approved for use in accordance with Section 2603 of the 2014 City of Los Angeles Building Code and shall comply with all requirements therein. 2. The foam plastic shall be separated from the interior of the freezer or cooler and from the room in which it is placed by use of %2 -inch gypsum wallboard or other approved thermal barrier meeting the requirements specified in Sections 2603.4.1.2 and 2603.4.1.3 of the 2014 Los Angeles City Building Code may be utilized where applicable. 3. The panels shall be manufactured in the shop of a City of Los Angeles licensed fabricator. Fabrication in unlicensed shops will invalidate the approval. 4. The panel core material shall have a density of 2.4 pef. 5. The panels shall be used only in areas where combustible materials are permitted by code. RR 25184 Page 1 of 4 ups c-5 (Rev_DBN512074) AN EQUAL EMPLOYMENT OPPORTUNITY - AFFIRMATIVE ACTION EMPLOYER 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 29 of 35 -TAMARACKM, GROVE EN G I N E E R I N G Imperial Manufacturing Ice Cold Coolers, Inc RE: Imperial Manufacturing Steel Faced, Urethane Refrigeration Panels 6. Daily tests of the physical properties of the core material shall be performed and records of such tests shall be maintained and provided to the department upon request. 7. Complete design calculations shall be submitted to Structural Plan Check for each job. Plans and calculations shall bear the stamp and signature of a California registered civil or structural engineer or architect. 8. Panel height shall be limited as follows: 3'/Y" Non-bearing walls with polyurethane core 2 P-0" 3Y�" Non-bearing walls with polyurethane core 21'-0" The above wall heights provide for a maximum 6 psf lateral load and, in the case of bearing wails, a maximum 460 plf concentric axial load. 9. Shear wall values shall be limited as follows: Maximum Height To Width Ratio Allowable Shear (plf) 1.75:1 233 1:1 400 10. The maximum allowable diaphragm shear shall be limited to 133 plf for panels with polyurethane core at a maximum span to width ratio of 1.75:1. The panels shall be continuous between walls. 11. The maximum allowable ceiling spans shall be as follows: Applied .Load s Maximum Span (feet) Deflection = Li240 5 18.2 10 14.3 15 12.0 20 10.3 25 9.1 30 8.1 RR 25184 Page 2 of 4 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 30 of 35 • Imperial Manufacturing Ice Cold Coolers, Inc RE: Imperial Manufacturing Steel Faced, Urethane Refrigeration Panels 12. The maximum allowable loads for the camlock connectors shall be limited as follows: Wall panel to wall panel - shear 600 Ibs. Wall panel to wall panel - tension 330 lbs. Wall panel to ceiling and - tension 400 Ibs. Wali panel to ceiling panel - shear 660 lbs. 13. The wall panels may be attached to the floor assembly utilizing either a vinyl or galvanized steel screed. The screeds are attached to the wall panels utilizing No. 10 sheet metal screws. The allowable shear value for this connection is as follows: Allowable Shear Panel with polyurethane core 730 lbs. The attachment of the screeds to the floor assembly shall be by an approved method. 14. The panels and core materials, when tested separately, have flame spread and smoke density ratings less than 25 and 450, respectively. 15. Panels shall be provided with a permanent label specifying the fabricator and surface burning characteristics of the product. DISCUSSION The revision is to remove the fiberglass cored panels and verify the allowable axial load and the maximum allowable roof and ceiling spans of the panels. The revision was based on engineering analysis by Lauren Thomas Consulting under LTC Project # 13-113, which was submitted in response to LADRS letter dated August 7, 2013 to Imperial Manufacturing Ice Cold Coolers, Inc. This report is in compliance with the 2014 Los Angeles City Building code. The approval is based on tests in accordance with ASTM Standard E-84, ASTM Standard E-72 and various other load tests and engineering analysis. This general approval of an equivalent alternate to the Code is only valid where an engineer and/or inspector of this Department has determined that all conditions of this approval have been met in the project in which it is to be used. Addressee to whom this Research Report is issued is responsible for providing copies of it, complete with any attachments indicated, to architects, engineers and builders using items approved herein in design or construction which must be approved by Department of Building and Safety Engineers and Inspectors. RR 25184 Page 3 of 4 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 31 of 35 TAMARACK T GROVE E N G i N E E R 1 N G Imperial Manufacturing Ice Cold Coolers, Inc RE: Imperial Manufacturing Steel Faced, Urethane Refrigeration Panels ALLEN PEERY, Chief Engineering Research Section 201 N. Figueroa St., Room 880 Los Angeles, CA 90012 Phone- 213-202-9812 Fax -213-202-9943 R R 251 R41ryt SN'o,d2010 R04.+11114 RD!7G412/03 RR 25184 Page 4 of 4 812 S. La Cassia Dr. - Boise, Idaho 83705 - (208) 345-8941 - (208) 345-8946 FAX Page 32 of 35 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK''`S GROPE E N G I N E E R ! N G 8.2 IMPERIAL BROWN SPAN CHART o Y -2c� Y a C=ALL g� LL33 yP�`�O a m �v a '• P IV aS Yb(f O d cc �ANmN.Ne-a�mX•B^OmAN-'�$OaPoGmmOon0GGOopN0Oo�0S' Ne—Qm�ppNN<rN.°��dPJfeoO6-oi.A�NGN•�N�nmNNimhnYGcOObfNoaJf,o•V,-f., mO_oaT='¢nthNmbv<mmJfVR4_mNmnN.�iN�mCm1mOAbroqJga64v.7i FOoNOmF�m�rnh�^QuQFbOaJ�'o�p�4.i0, '-i ON^n_�{OCmNNNtOnn<Ttl�r����_G�sJf�ae`O•.s"i), � NO.mNOm�Nb[Y.tiN1NNNom$WAp(�Jfe5p'On}■oVf� .i�m.wNvavn1�mP��Sb�ON�wJiS?W•1.-+.1 u�dN^Pa!du4mmOQmNhmroQ�NDNnJgenqpyi.pb:i� 0o_bN.16Fm�N+?NObmHNN�NONfJa-lv•. aNtiNbc�mtNdmmF^�mfhmNymNpmCsJe5�•9i1I C myrmoN VWinN 16 mA0NNRRQmm�(bogommmmFmNpf9J`oqp��Vf�fiiH �coLAJe dULJ4je� OpxCf p;xs Qxb g< 0z 66LLJ Qn NN .0 11OOH 11 Z6,6fi nS 35 55 —5 m'a o x x 812 S. La Cassia Dr. Boise, Idaho 83705 (208) 345-89Q4.71 - (208) (2v•' 0m8QwS ) 348885 II11iVl_ca-N8 �9 ff 4ii 6 mFAX Page 33 of 35 "x Page 33 of 35 8.3 IMPERIAL BROWN AXIAL CHART Lit O z c 2 z 1 TAMARACK T GROVE E N G 1 N E E R .I N G N i ivri c`^vloo ^I� N ' 4 o N f71 � O I ago n M n N� p� X C Iool14 � m I GC IN I �N I'.T 1'y+' I IN xj C « N i « 111 I $�. Iv�il�� Imo' NIr:� al` I O N • 0. I ( - h�ry c =�NIIKI `�taic � 1'7'1 � - ' •1 YI w I l'90 � —I hiiry� I«•1 � jOa M1 ^.0 �� CIa ^i i0 Oi3 C ]O C r+i Imo' I t _ I i -IKIfi I� OIC In m ry —{- 96 1 I ( I I z i n. 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8948 FAX Page 34 of 35 8.4 SSMA TAMARACK T GROVE E N G I N E E R I N G Screw Capacities Table Notes 1. Capacities based on AISI 5100 Section E4. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets of equal thickness are connected. 3. Capacities are based on Allowable Strength Design (ASD) and include safety factor of 3.0. 4. Where multiple fasteners are used, screws are assumed to have a center -to -center spacing of at least 3 times the nominal diameter (d). 5. Screws are assumed to have a center -of -screw to edge -of -steel dimension of at least 1.5 times the nominal diameter (d) of the screw. 6. Pull-out capacity is based on the lesser of pull-out capacity in sheet closest to screw tip or tension strength of screw. 7. Pull -over capacity is based on the lesser of pull -over capacity for sheet closest to screw header or tension strength of screw. 8. Values are for pure shear or tension loads. See AISI Section E4.5 for combined shear and pull -over. 9. Screw Shear (Pss), tension (Pts), diameter, and head diameter are from CFSEI Tech Note (F701-12). 10. Screw shear strength is the average value, and tension strength is the lowest value listed in CFSEI Tech Note (F701-12). 11. Higher values for screw strength (Pss, Pts), may be obtained by specifying screws from a specific manufacturer. • varuas am Dasea on testlng us/ng A151 5100 pmdares. C 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 35 of 35 Anow.. . .. #6 Screw #8 Screw #10 Screw #12 Screw y." Screw Thickness Design Fy Fu (Pss-6431bs,Pts=4191bs) (Pss=12781bs,Pts=5B61bs) (Pss=16441bs,Pta=1158Ibs) (Pss=23301bs,Pts=23251bs) (Pss=30481bs,Pts=32011bs) (Mils) Thlckriess Yield Tensile (ksi) (ksl) 0.138" dia, 0.272" Head 0.164" dia, 0.272" Head 0.19D" dia, D.340" Head 0.216" dia, 0.340" Head 0.250" dia, 0.409" Head Shear Pu11-0ut Pull Over Shear Pull -Out Pull•Dver Shear Pull -Out Pull -Over Shear Pull-Dut Pull -Over Sheer Pull -Out Pu0•Dver 18 0.0188 33 33 44 24 84 48 29 84 52 33 105 55 38 105 60 44 127 27 0.0283 33 33 82 37 127 89 43 127 96 50 159 102 57 159 110 66 191 30 0.0312 33 33 95 40 140 103 48 140 111 55 175 118 63 175 127 73 211 33 0.0346 33 45 151 61 140 164 72 195 177 84 265 188 95 265 203 110 318 43 0.0451 33 45 214 79 140 244 94 195 263 109 345 280 124 345 302 144 415 54 0.0566 33 45 214 100 140 344 118 195 370 137 386 394 156 433 424 180 521 68 0.0713 33 45 214 125 140 426 149 195 523 173 386 557 196 545 600 227 656 97 0.1017 33 45 214 140 140 426 195 195 548 246 386 777 280 775 1,016 324 936 118 0.1242 33 45 214 140 140 426 195 195 548 301 386 777 342 775 1 016 396 1,067 54 0.0566 50 65 214 140 140 426 171 195 534 198 386 569 225 625 613 261 752 68 0.0713 50 65 214 140 140 426 195 195 548 249 386 777 284 775 866 328 948 97 0.1017 50 65 214 140 140 426 195 195 548 356 386 777 405 775 1,016 468 1,067 118 0.1242 50 65 1 214 140 1 140 426 195 1i95 546 386 3B6 777 494 1 775 1,016 572 1,067 • varuas am Dasea on testlng us/ng A151 5100 pmdares. C 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 35 of 35 C City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director January 04, 2017 TIM COOK 6602 WHITMORE DR NW GIG HARBOR, WA 98335 RE: Correction Letter # 2 MECHANICAL Permit Application Number M16-0173 DIN TAI FUNG - 181 SOUTHCENTER MALL Dear TIM COOK, 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: KC ELLIS at 206-431-3677 if you have questions regarding these comments. Provide a Washington State registered engineer calculations and details for any roof mounted equipment installations. No calculations were received with the building permit or prior mechanical permit for kitchen equipment. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, --" --�4--VL Bill Rambo Permit Technician File No. M16-0173 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director December 06, 2016 TIM COOK 6602 WHITMORE DR NW GIG HARBOR, WA 98335 RE: Correction Letter # 1 MECHANICAL Permit Application Number M 16-0173 DIN TAI FUNG - 181 SOUTHCENTER MALL Dear TIM COOK, 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 - DEPARTMENT: KC ELLIS at 206-396-4269 if you have questions regarding these comments. Identify the location of the WIC/WIF condenser units. Provide a Washington State registered engineer calculations and details for any roof mounted equipment installations. Clarify the WIF/WIC anchorage details for seismic zone D2. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, WW Rachelle Ripley Permit Technician File No. M 16-0173 6300 Southcenter Boulevard Suite #100 • Tukwila Washinnton 98188 9 Phone 206-431-3670 • Fax 206-431-3665 TE IT COORD COPY - PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M16-0173 DATE: 01/13/17 PROJECT NAME: DIN TAI FLING SITE ADDRESS: 181 SOUTHCENTER MALL Original Plan Submittal Revision #, Response to Correction Letter #2—%— Revision #, before Permit Issued after Permit Issued DEPARTMENTS: , 5T Building Division IN Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 01/17/17 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved LEI Corrections Required ❑ (corrections entered in Reviews) Notation: DATE: DUE DATE: Approved with Conditions �K Denied ❑ (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 02/14/17 12/18/2013 PERMIT COORD COP'S( PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M16-0173 DATE: 12/22/16 PROJECT NAME: DIN TAI FUNG SITE ADDRESS: 181 SOUTHCENTER MALL Original Plan Submittal Revision #. X Response to Correction Letter # 1 Revision # before Permit Issued after Permit Issued DEPARTMENTS: M1. � c/]� \`/'/ Building Division Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator r PRELIMINARY REVIEW: DATE: 12/27/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/24/17 Approved ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only L� CORRECTION LETTER MAILED: �A Departments issued corrections: Bld Fire ❑ Pin ❑ PW ❑ Staff Initials: V �4 P g�— g 12/18/2013 PERMIT COORD COPT PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M16-0173 DATE: 11/18/16 PROJECT NAME: DIN TAI FUNG SITE ADDRESS: 181 SOUTHCENTER MALL X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter #, DEPARTMENTS: yt�, G002, It I Building Division Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Revision # after Permit Issued W PY& 11I� Fire Prevention IN Planning Division ❑ Structural ❑ Permit Coordinator it DATE: 11/22/16 Structural Review Required ❑ DATE: DUE DATE: 12/20/16 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Y:� 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # ] 00 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-43 1-3665 Web site: hqp://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitt_ ed in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /-J-3-/7 Plan ChecWPermit Number:—M16-0173 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Din Tai Fung Project Address: 181 Southcenter Mall Contact Person: T t,,j Ooo k PhoneNumber: Z 53 - 2 2 q - gD(65 Summary of Revision: yr v,6() -P ✓ iou...eol lrei-Nrr<e�ct�ior� ✓'ctc lC , RECEIVED CITY & TUKWILA IAN 13 2011 PERMIT CENTE Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12,-.2,2 - 14 Plan Check/Permit Number: yvi 16 —o l 7.-S ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: _ Q9 v� (a t f^t t v.G Project Address: (;?t So�f� Contact Person: -'l k" Phone Number: 2 S 3 -- 2Z y J06.5 Summary of Revision: a?A F,,t I--eeei,b4S Cc�Le7o r ✓'e^�'V-fie /��e-�at� d/ctc� its Af�e s�cS�ar� let 42( Z-14VISE f ��f �rP.0�a Ly/ C/�tiL�rC[GTUr/� G �nD� S 1goz,-.t J' to e �°n�t��i� J ! tGl Y -h (_O'A P 6", ` G C Peltas r 1— RECEIVED CITY OF TUKWILA DEC 2 2- 2016 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date1�C ev`ision Received at the City of Tukwila Permit Center bY Entered in TRAKiT on W Termit CenteATemplatesTormsTevision Submittal Form.doc Revised: August 2015 Tim's Mechanical Plus Washington State Department of Labor & Industries Tim's Mechanical Plus Owner or tradesperson Principals Cook, Timothy Ira, OWNER Doing business as Tim's Mechanical Plus WA UBI No. 602 160 734 Home. fi;5panol Contact Safety & Health Page 1 of 3 Search L&I A -Z Index Help My IM Claims & Insurance Workplace Rights Trades & Licensing 6602 WHITMORE DR NW GIG HARBOR, WA 98335 253-224-9065 PIERCE County Business type Individual Governing persons SUSAN LAURALEE COOK TIMOTHY IRA COOK; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. .......................................................... Meets current requirements. License specialties $2,000,000.00 GENERAL License no. TIMSMMP907CS Effective date Effective — expiration 03/11/2016 0211012010— 04/27/2018 Expiration date Bond 03/11/2017 Western Surety Co $12,000.00 Bond account no. 62637463 Received by L&I Effective date 01/20/2016 03/11/2016 Cancelation date 03/11/2017 Bond history Insurance Hartford Casualty Ins Co $2,000,000.00 Policy no. OISBAAI3898 Received by L&I Effective date 03/04/2016 03/11/2016 Expiration date 03/11/2017 Insurance history S.avings ............... No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Help us improve https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=602160734&LIC=TIMSMMP907CS&SAW= 1/27/2017 Tim's Mechanical Plus Page 2 of 3 Cause no. Open ............ 12-2-25419-2SEA Complaint against bond(s) or savings Complaint filed by YL1246904 BOARD OF TRUSTEES OF THE SEATTLE AREA PLUMBING & P L&I Tax debts ................ No Ui tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ..............1..111....................... Infraction no. .................... ESHA000508 Satisfied Issue date RCW/WAC 09/28/2011 19.28.041 RCW Violation city Violation amount Tahuya $500.00 Type of violation ELECTRICAL CITATION Description Offering to perform, submitting a bid for, advertising, installing or maintaining cables, conductors or equipment that convey or utilize electrical current without having a valid electrical contractor license. Infraction no. ESHA000609Satisfied .................... Issue date RCWMAC 09/28/2011 19.28.101 RCW Violation city Violation amount Tahuya $250.00 Type of violation ELECTRICAL CITATION Description Failing to obtain an inspection . ............ Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts ...................................... L&I Account ID Account is current. 093,689-02 1111 r ................ Doing business as TIMS MECHANICAL PLUS Estimated workers reported Quarter 3 of Year 2016 "0" Workers L&I account representative T1 / IDA HAYNES (360)902-5635 - Email: HAYN235@lni.wa.gov Track this contractor 0 Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 08/05/2013 Violations Inspection no. 316828003 Location 13505 N.E. 75th street Redmond, WA 98052 Help us improve https:Hsecure.lni.wa.gov/verify/Detail.aspx?UBI=602160734&LIC=TIMSMMP907CS&SAW= 1/27/2017 REVIStC>NS No changes shall 60 made to the scope Of V70FI; 111ithout pr=or approval of Ttl!ily a Building QiviCion. KO E i'cv:� :;�zs 4viil require a 11Ut pian submittal and may include additional plan review fees. 5 :'� �" iii PLERMUT REQU1117jED FOR: 0 mcchanical 91�fecttrical roo> bir G Gas Piping City of Tukwila 3UILDI,%G r)ivfcrnar 2 (D Z LL Q F - Z D -2 E a 0 ca 1 REVISION INFORMATION # START PERMIT 0 4/14/16 7/22/16 # REVISION DELTA 4118116 8122116 2 5/4116 919116 3 5/10116 9130116 4 5127116 10/10/16 5 6121/16 10127/16 6 6/24/16 — 7 6/27116 — 8 6128/16 — This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. ©2016 BARGREEN ELLINGSON INC. DRAWN BY: R. SMITH PROJECT MAN J. UNSELL SHEET TITLE: FOODSERVICE EQUIPMENT PLAN SHEET NUMBER 1 OF 6 PROJECT NUMBER MPC] " E 2 c c I I I t t r E F f Y1 Z4 Ise e e e e IM ewo �► e t� I 0 I 3 M I e i r i 1 1 . ra r !III -Noon ENRON IM11% I III-Ioom OI M Ar M10 r= r r •- • '' i I =KIM IIIIIIIIIIIIIIIIN ■:!I ��It� ''= � I - '/ - I������ I�i�U3i��� ISL'!ism AM9INIM J;ILMM �' �I ��I�� ►,r r -,;' .nr- ! ' r '�`n+ '/ I������ It&3itIC3��Airl3i�� �I,I mIA mI�� 1� 1..:�� . I ' • � r r I������ I����� Illi• �) ��I� +:ter. • ,- . � � jr�Trrl 9iQ:c-'b �/ ��''�I ��I�. •�IM�1I=.��'�`�Rri~,.. I>L•�!'..�'..'=i��� DI ��10 - r r r rO�•.� _ r Imo" -!IM IKM MI� r •' I = �- I������ I����� 10 Imo:! i=ll MMI© OI �MEMIMMMI� -1 lit IKM IBM ftMIMMMl MAMMA Forpurejewmfou ----------------- M10 r j - • r I • r i _ I� �J % � r'' O® V - � -• r`r I����� I o ��71 ��It� = r • • .. r - •mi - : �c'S�:.i1 IES 01M VIM ---------------- ROM MI�I• ll j = M ���� IMI E=�i�'�ii��3±?•'►����=�:a� I�S�'�-;.���3�'��t....L�JC��l�=?JMwMM��iw��� I��le�3MM���?L•!� �',.��!��31a�'�� I� �l ��Ir�1:��'�!lsia=:,��-`.,�"�7_j •,: J ..: �" ��C•13i �I�� I� r r r r r < - j = • i - I������ I����� r I� �I��I���Irr =� '►i �'�'ir q�"- � ������•i�Y�tlib_�i�i i�7�/]��■■�■II�':� " � ''% �� _��•?.� I������� Iill� imirIKM ism NO ism Mi IIIIIIIIIIIIIIIIINI Ilan IMM I —Ism I IFENS ism m fd • • r • r < ' I __ � - I��r��r I�td���i� - �' r Iii 01� �I>� r • . j r a. I������ I����� 10 E�,•I ��I�� (►�iiE�:.�"r1�lr�ia:i�=�� .• I - • r- •" 01 ��I�� - ,S-; - IG7�ii•.►I!��''•�r7A} "/►�It� " � "% v1��..�•.� I�[��1���1i� -� � r I�11PEno PC NMIREM IPMINHE �iit•7=�`•7i I[ia•�M1!r�: r�11►�i'Ea�Lr�>, i�Mll�RON M�� ='i •�' � r ? I��r���� I '% "' I���10 = - ♦ • - r � I r r "s/ I�O� �i . ©� r .• I����e I �iIIERN ■1L' -!I ��I® •nr �I �1IEM M1� +:rr. . �� Irrrr�►'•+�iQ�� �• I������ I�G3��t3��t��� I� ------- "U, L .. Lwwll1�.•�i . ► __..�...��......... . - - - . I ..;:.r:�.�............... ILwA���ll�l�I�l1 - - - - - - - - - -..........II����/��!�A!�w.............. . ®I ��IO r ter- - :• air, I • • I��� ►'' D® I��®�� 10 Olson ®I���10 r 1 i• r I I������ I����� 10 = ml �IQ•Sui ' • •' I = � I������ I����� I� �Q�I��IIS•1i ► ®=' I - • r. • I������ I����� Its /�r�i ��I®terra - E I • fel ��Iv ' • - •- .r L .. ��II�I� ..:.,.•� ...... - " ........ IL�!�w�11�w11.ww1 ....................) .It .................... ��I ��I�� •• ��'�r'..!.Lrr` c � I � �� r ___ ,,,, I��� o; Q!� '• C1 -` r � I����� I�� M RL�:�! .. Lww11M.E�l.M f"K;:���:�'�f�'l's<ri*. �?sC�:Y?JL............ 1pli�s!'!%�.r�.l,'!1i4��4'��ILw11111rIrM1�M�MI�yMllllrlQ�•F.�IIh��.�,i�:�1�r.111?� .... .. IMILrMwMlll!M��.I/wIMrI1.M/r1111M .......... ..if.�� M► � IQI►C•)1�rr;�r7l►�itaYt� If��i Ilw�lll[S•�i V_���.3:i,'�.�4'J!`►. 1����. I������ . II�����. �i3� [t~�Ir��lr • + I Ir����� I���r� I� ®� •'' Dpi ■L'-�I�� I�� E .• • _T•7E- .[= �iC�?�:i�,i�r.�, I = ' �- I�®� r'r vC•�i E ' • I��T1:3■�'���[�►iii: �[r� :<�...►_S •r� I f-'� t.3�1 ��Irr � ��.�-j:'. 3 r ... �I... Iw!wlil!�1.� .�.�•� .............. . . . . . Riiwl �w11RS�i �. 1- � .. •.,� I������ . I�����. I�Q>� MIIjEllli . i��IM1Mr�!Iliv�l�;�.1.�Sr.2ili. h1t►��;.r:�1L'�i��iltf�����. I��.r11M��� I�iY�IM i'' I �rltl��.''.r'r • �; r I r r I�r���r I��LC1([�ir� I %'' �i]�I ��I�1• 'nom I - I������ Itlr3i�lr3i��� ■�1 ��I�� 1 ������- :1�I�1���I�G�F�i� • - j .r r • I��� o; op :• r ,. I����� I �/o ®I ��I© - r . _. - j = r• ' r r : r �J 10 q � r'' O® - '/- I����� I® F��I ��I���rZ�:tJ���.;1�L'Zti•�•.�L". If=r�•..,�G`-`�=��:i I� " �Ifr'r �!!. �� I=,:.�t•3E.�G3 II���A�`������-r7:?1�,►fit-3Gi���1L�1;���� '''� rI•iiC =_'.. _ • " „ I M�►.. ►' i I��� r'' � :a'1 .r�7� ►'� • -" ��'�I _. _�_ _ I�_��sT�r_��-�_���"�°�i,=1i'►i��;._ - - - - _ _ _ _ _ .I!'�}�i';ii..►�� ... - - - - - - --I�;�����'���iMr!,I�� ►��71,�►-_: � _ _ - - - -- - .. _I�����_ _ _ _ -------- PTA ��I�� Its ` �_ • R • - 1= ` %- I�iF�t© r r, Vim' � r I��1Z3i���i�[►1.��i1��� •�r _f7[-�"`ea:4a��1� ��I _ �I�I�wr.������-�: _ i�.�,r.�J�_ I��IIMi�/MII�M�a� 0 El J J J J J J J J 06 06 O6 3Z 08 14i 149 0 UNITS Ic 0 VERIFY ALL REQUIREMENTS NOT PROVIDED BY KEC. f J J J J J J J 10 35 35 31 61 61 63 J J J J Sb S6 126 128 i C 7 C FT , = i 13'-3" 0 0 0 N 31_3" 0 8'-4" E! ELECTRICAL LEGEND ELECTRICAL NOTES 3'-3" 11-111 4'-8" ` 11 11.811 11-p11 21-811 .11-411 31-411 21-111 r> V x.11 I f Y ❑ J J J � 23+48" 28 +14" +38" 29 +24" 2fo 22i +14" 24 +24" +38" Z9 +48° 23 _........_.............................___...__..______.._._ ....._........_. _._._. ---_. __ _.--. .11_911 21-41' 212 +12 ° 218 +18° fib° 21'1 212 +12" ' l'f w w J 4' 4' 4' I' 1+4811 CO CO .AQ11 CO +,811 CO .Aal1 n:� +48" 191 1 „. 3'-6' mQ +24" 141 n ■ ■ +2411 � 142 ELECTRICAL PLAN 1. ALL ELECTRICAL ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON 9. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL COMPONENTS FOR WALK-IN REFRIGERATORS 102 P,,, , n:� +48" 191 1 „. 182 SII DUMPLING ROOM +2411192 1'18 SII +4811191 +12° 195 : 'fi 1 r p" 1 J 1i_811 1�_L11 J J 3i_411 ■ 00 LENGTH WITH REFRIGERATION CONTRACTOR 3. THE ELECTRICAL CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE ■ EQUIPMENT ONLY. SEE THE ARCHITECT'S PLAN SET FOR ADDITIONAL ELECTRICAL REQUIREMENTS INCLUDING OFFICE, MENU 11. THE ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTS AT THE POWER BOX FOR EACH ICE MACHINE HEAL). El 12. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE INTERCONNECT SWITCHING BETWEEN THE n 4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FUSED DISCONNECTS FOR EQUIPMENT HOOK-UPS AS REQUIRED BY CODE AND KITCHEN HOOD EXHAUST FANS AND THE KITCHEN MAKE-UP AIR SYSTEMS AS REQUIRED PER LOCAL CODE AND AUTHORITIES. LABELING. ■ 13. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL CONTACTORS ON ALL : ELECTRICAL OUTLETS, JUNCTION 15OXES, ETC. LOCATED UNDER ANY CLASS I EXHAUST HOOD SO AS TO DISCONNECT UPON BARGREEN ELLINGSON SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR, ACTIVATION OF THE FIRE SUPPRESSION SYSTEM. � ■til . -� ELECTRICAL CONTRACTOR TO PROVIDE ALL ELECTRICAL -TYPE MATERIALS INCLUDING, BUT NOT LIMITED TO: WIRING, SWITCHES, SII _._ ■ p TRIP BREAKERS, ELECTRICAL PANELS, CORDS, PLUGS, COVERS, ETC. 15. ALL DIMENSIONS SHOWN ARE FROM GRID LINES, FINISHED WALLS OR FINISHED FLOORS TO CENTER LINE OF ELECTRICAL 125 J 1. ELECTRICAL CONTRACTOR SHALL PROVIDE THE KITCHEN EQUIPMENT CONTRACTOR WITH ELECTRICAL PANELIS) SIZE AND ■ 4 II v� 139 N =® ■ ■ mQ +24" 141 n ■ ■ +2411 � 142 ELECTRICAL PLAN 1. ALL ELECTRICAL ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON 9. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL COMPONENTS FOR WALK-IN REFRIGERATORS THE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE ELECTRICAL CONTRACTOR PER NATIONAL AND AND FREEZERS INCLUDING, BUT NOT LIMITED TO: LIGHTS, DOOR VENTS, SOLENOIDS, TIME CLOCKS, DEFROST CIRCUITS, DOOR LOCAL CODES. HEATER, AND INTERCONNECTIONS BETWEEN REMOTE COMPRESSORS AND INTERIOR MOUNTED EVAPORATOR COILS. ELECTRICAL SHALL ALSO PROVIDE D18CONNECT6 AND THERMO-OVERLOAD PROTECTION FOR COMPRE550R6. 2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL STAINLESS STEEL OUTLET AND RECEPTACLE COVERS IN SERVICE AREAS. 10. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL HEAT TAPE ON DRAIN LINES IN DANGER OF FREEZING. VERIFY LENGTH WITH REFRIGERATION CONTRACTOR 3. THE ELECTRICAL CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE THE ARCHITECT'S PLAN SET FOR ADDITIONAL ELECTRICAL REQUIREMENTS INCLUDING OFFICE, MENU 11. THE ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTS AT THE POWER BOX FOR EACH ICE MACHINE HEAL). BOARDS, TELEPHONE AND DATA LINES, ETC. 12. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE INTERCONNECT SWITCHING BETWEEN THE n 4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FUSED DISCONNECTS FOR EQUIPMENT HOOK-UPS AS REQUIRED BY CODE AND KITCHEN HOOD EXHAUST FANS AND THE KITCHEN MAKE-UP AIR SYSTEMS AS REQUIRED PER LOCAL CODE AND AUTHORITIES. LABELING. 13. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL CONTACTORS ON ALL 5. ALL ELECTRICAL ROUGH -IN WORK AND ALL FINAL CONNECTIONS FOR ALL ITEMS SHOWN AND SPECIFIED ON THESE PLANS BY ELECTRICAL OUTLETS, JUNCTION 15OXES, ETC. LOCATED UNDER ANY CLASS I EXHAUST HOOD SO AS TO DISCONNECT UPON BARGREEN ELLINGSON SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR, ACTIVATION OF THE FIRE SUPPRESSION SYSTEM. (o. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE 14. ELECTRICAL CONTRACTOR SHALL VERIFY REQUIREMENTS OF CASH REGISTERS, PRINTERS, COMPUTERS, SOUND SYSTEM, ETC. -� ELECTRICAL CONTRACTOR TO PROVIDE ALL ELECTRICAL -TYPE MATERIALS INCLUDING, BUT NOT LIMITED TO: WIRING, SWITCHES, INCLUDING CONDUIT RUNS AND DEDICATED / ISOLATED OUTLET REQUIREMENTS. Lill DISCONNECTS, FLEX, CONDUIT, CONTACTORS, TRANSFORMERS, THERMAL OVERLOAD PROTECTORS, MAGNETIC STARTERS, SHUNT p TRIP BREAKERS, ELECTRICAL PANELS, CORDS, PLUGS, COVERS, ETC. 15. ALL DIMENSIONS SHOWN ARE FROM GRID LINES, FINISHED WALLS OR FINISHED FLOORS TO CENTER LINE OF ELECTRICAL OUTLET BOXES. HEIGHTS ARE NOT TO BE TAKEN FROM CURBS OR PLATFORMS. 1. ELECTRICAL CONTRACTOR SHALL PROVIDE THE KITCHEN EQUIPMENT CONTRACTOR WITH ELECTRICAL PANELIS) SIZE AND RECEIVED CITY OF 1 UKWILA NUV 18 2016 0 l - 00 O O O 34 32 36 231 +14" 1c='TLS;=;NC;r N1 o_: ;..I\IT' L2 mo Fffl; 0 2-102A C' _ 8 +1211 121_ 1011 1 _811 `E 22 � -4" 13 21 i d1_51 i--\ rc 61 ., [IN o ■ o ■ 1 : ■ ■ ■ 2 ■ ■ ■ 1 : ■ 1 811 811TT ; 1 ■ ■ ■ ■ TT 9 0 O ■ 1 : 1 223 *14° FS 0 210 28 26 FS 219 0 24 FS 10 +14° 223 ■ FS 218 211 FS 219 1 i 4___ ■ ■ ..___...._...._... _........__.................. _........._...._..._....._.._.....__._.._......._...._................__..._...._..---.............. ._....._.__._...._.._...._..._._._......_....... _...... .... ...._..----........__.._._........ ........_._.... ....._.__...._......_.._...._._......... __._ 21.611 2'-1 ' V-1' L 2'4" 5'- ' 1" 1'-10 3'-4" 1 +12" +12" +18" +12" L412 -g215 218 215 ' 215 `219 211 '215 219 ■ ■ ■ ■ ■ 1 ■ ■ ■ ■ ■ ■ 1 ■ 1 ■ 0 ■ 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ : Y ■ ■ ■ ■ 1 : ■ ■ ■ i Y Y ■ ■ 484II 182 1 ■ ■ 1 j ■ ■ 1 ■ 182 FS 102 113 +IS" BORA & APP 183 181 +1811 DUMPLING ROOM 196 192119 1951,1,1 FS 41814 Ill 80 441 FS 114 -1'-1111 11 1'-6" ■ 1, 1.2.1 Le p ■ LO V ■ 2'-10"" ■ ii 46 1 I 11N�' I 1 11 I 11 " 4 JI -Ill 4 -S 8 1-4 8 31-1011 % 105 ' � - _:_ _- -- 11 - 124 124 124 132 +22 , �+3O Fg .1212.1 441W 69 68 FS 418, 68 136122 FS 1'-811 1 1P1 * 011 134 - -------------- --------- 134 D i- - i 83 +22 13 +18" 15 +30" 11 +30° 68 141 FS E 83 116 115 41 +IS" ROUT1= 12 +18" 51 % +24" ROUTE r- 1 I F -+18° 116 RO--FSC '' r�5 CHS O ; 11 3 81 +18 +1211 422 u u +18 40 1 ■ 1 4 ' O 93 +18" UTIT TF36 41 FROM CHASE 49 59 10510'1 94 +3011 99 +3011 41 +30" +1511 rs +1/J111 y�{a11 G 4611 +1811 FS +30" I 11 92 94 94 rJ 95 :'f% 00+_rL� 99 V 99 43 43 43 41 41 44 16 15 '211 __; _.........� �__; _._.....�--__.T._._...., �__T__� __T__� ; `f L----------- ------ -----------J------------ ---- --------------- LJ 5'-1" 3'-1" 2'-2" 2' 11911 21_511 111 5'_611 9' 0" 2'-5' I'-10" 2'-S' 32'-1" 2'-11" ° T-1" 92 43011 9 _\4W ° * " 42 * " 42 +12" 148 ■ 146 148 VERIFY ALL REQUIREMENTS NOT PROVIDED BY KEC. FLUMBING LEGEND- PLUMBING PLAN Scale: 1/4"=1'-0" FLUM51NG Noes 1. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE S. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRAINLINES FROM ICE BINS, ICE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE PLUMBING CONTRACTOR PER NATIONAL AND LOCAL PANS, ETC., SO AS TO ELIMINATE CONDENSATION FORMATION. CODES. 9, FLOOR SINKS $HALL BE FURNISHED AND INSTALLED 15Y THE PLUMBING CONTRACTOR IN LOCATIONS SHOWN, AND SUPPLIED 2. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE WITH 3/4 GRATE OR AS SPECIFIED. AREA DRAINS, IF REQUIRED, SHALL BE VERIFIED WITH THE ARCHITECT. PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, ETC. 10. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL REQUIREMENTS WHICH REQUIRE FLOOR PENETRATIONS DO Not CONFLICT WITH STRUCTURAL MEMBERS IN THE FLOOR. 3. PLUMBING CONTRACTOR SHALL SIZE, FURNISH AND INSTALL ALL GREASE TRAPS OR INTERCEPTORS AS REQUIRED AND COORDINATE SIZES AND LOCATIONS WITH KITCHEN EQUIPMENT CONTRACTOR. 11. THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAIN$ ON THE JOB SITE 50 AS TO ENSURE THE _ BEST SLOPE POSSIBLE OF THE 8ORROUNDING FLOOR TO THESE DRAINS. 4. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS SHUT-OFF VALVES FOR EACH PIECE OF EQUIPMENT WITH PERMANENT ID. TAGS AS WELL AS THE MAIN GAS VALVE(S). 12. PLUMBER SHALL FURNISH AND INSTALL PRESSURE REDUCING VALVE(S) AT DISHWASHER(S), GLASS WASHER(S), STEAMER(S) AND OTHER EQUIPMENT, AS REQUIRED. 1>� 5. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL DIRECT SINK WASTE LINES AND ALL INDIRECT EQUIPMENT WASTE LINES AS SHOWN ON PLANS PER LOCAL CODES, INCLUDING TRAPS, TAIL PIECES, LINE STRAINERS, AND WALK-IN CONDENSATE 13. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL WATER HEATERS FOR THIS - !� WASTE LINES, AS REQUIRED. INDIRECT WASTE LINE ROUTING THROUGH CABINETS SHALL BE IN A MANNER SO A$ TO MAXIMIZE PROJECT AND TO ENSURE ADEGVATE WATER SUPPLY FOR THE FOOD SERVICE EQUIPMENT. WATER TEMPERATURE TO THE '— USABLE STORAGE SPACE. DISHWASHER SHALL BE 140'. COORDINATE LOCATION OF WATER HEATER WITH KITCHEN EQUIPMENT CONTRACTOR ---1 6. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN IN COPPER AND TO BE PROVIDED 14. THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ro�` BY THE PLUMBER ONLY. SEE ARCHITECT'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. 1. ALL INDIRECT WASTE LINES TO HAVE A 211 MINIMUM AIR GAP ABOVE FLOOD RIM OF RECEIVING FIXTURE. RECEIVED ^' CITY OF TUWLA, NUd 18 2016 PERMIT CENTER (D Z LL Q Z D 2E 00 C9 ri N tM C X O CO C_ U_ 0- 0 m –� rn J 00 Q M O Q H CD C'4 r-0 H REVISION INFORMATION # START PERMIT 0 14114116 140TIUATER SUPPLY O COLD WATER SUPPLY ® DIRECT wrm OF FILTERED WATER 2 _ 514116 FLOOR SINK, NO GRATE 3 5110116 9130116 FLOOR SNK,1/2 GRATE - — 5127116 10110116 5 FLOOR SINK. 3/4 GRATE 10/27116 RH EL DRAIN 6124116 ARI=A / FLOOR DRAIN ® GAS CONNECTION O BEVERAGE CONDUIT 67UB-UP © STEAM CONNECTION /--� FIELD C044ECTION / DRAN LINE ® VERIFY CM SIZE t REa PLUMBING PLAN Scale: 1/4"=1'-0" FLUM51NG Noes 1. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE S. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRAINLINES FROM ICE BINS, ICE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE PLUMBING CONTRACTOR PER NATIONAL AND LOCAL PANS, ETC., SO AS TO ELIMINATE CONDENSATION FORMATION. CODES. 9, FLOOR SINKS $HALL BE FURNISHED AND INSTALLED 15Y THE PLUMBING CONTRACTOR IN LOCATIONS SHOWN, AND SUPPLIED 2. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE WITH 3/4 GRATE OR AS SPECIFIED. AREA DRAINS, IF REQUIRED, SHALL BE VERIFIED WITH THE ARCHITECT. PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, ETC. 10. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL REQUIREMENTS WHICH REQUIRE FLOOR PENETRATIONS DO Not CONFLICT WITH STRUCTURAL MEMBERS IN THE FLOOR. 3. PLUMBING CONTRACTOR SHALL SIZE, FURNISH AND INSTALL ALL GREASE TRAPS OR INTERCEPTORS AS REQUIRED AND COORDINATE SIZES AND LOCATIONS WITH KITCHEN EQUIPMENT CONTRACTOR. 11. THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAIN$ ON THE JOB SITE 50 AS TO ENSURE THE _ BEST SLOPE POSSIBLE OF THE 8ORROUNDING FLOOR TO THESE DRAINS. 4. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS SHUT-OFF VALVES FOR EACH PIECE OF EQUIPMENT WITH PERMANENT ID. TAGS AS WELL AS THE MAIN GAS VALVE(S). 12. PLUMBER SHALL FURNISH AND INSTALL PRESSURE REDUCING VALVE(S) AT DISHWASHER(S), GLASS WASHER(S), STEAMER(S) AND OTHER EQUIPMENT, AS REQUIRED. 1>� 5. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL DIRECT SINK WASTE LINES AND ALL INDIRECT EQUIPMENT WASTE LINES AS SHOWN ON PLANS PER LOCAL CODES, INCLUDING TRAPS, TAIL PIECES, LINE STRAINERS, AND WALK-IN CONDENSATE 13. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL WATER HEATERS FOR THIS - !� WASTE LINES, AS REQUIRED. INDIRECT WASTE LINE ROUTING THROUGH CABINETS SHALL BE IN A MANNER SO A$ TO MAXIMIZE PROJECT AND TO ENSURE ADEGVATE WATER SUPPLY FOR THE FOOD SERVICE EQUIPMENT. WATER TEMPERATURE TO THE '— USABLE STORAGE SPACE. DISHWASHER SHALL BE 140'. COORDINATE LOCATION OF WATER HEATER WITH KITCHEN EQUIPMENT CONTRACTOR ---1 6. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN IN COPPER AND TO BE PROVIDED 14. THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ro�` BY THE PLUMBER ONLY. SEE ARCHITECT'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. 1. ALL INDIRECT WASTE LINES TO HAVE A 211 MINIMUM AIR GAP ABOVE FLOOD RIM OF RECEIVING FIXTURE. RECEIVED ^' CITY OF TUWLA, NUd 18 2016 PERMIT CENTER (D Z LL Q Z D 2E 00 C9 ri N tM C X O CO C_ U_ 0- 0 m –� rn J 00 Q M O Q H CD C'4 r-0 H REVISION INFORMATION # START PERMIT 0 14114116 7122116 # REVISION 4118116_ DELTA 8/22116_ 2 _ 514116 919116 3 5110116 9130116 4 - — 5127116 10110116 5 j 6121/16 10/27116 6 6124116 - - 7- _ 6127116. - --] — — --- 8 6128116 — This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. ©2016 BARGREEN ELLINGSON INC. DRAWN BY: R. SMITH PROJECT MANAGER: J. UNSELL SHEET TITLE: PLUMBING ROUGH -IN PLAN SHEET NUMBER AF A =4 4OF6 PROJECT NUMBER 4153 0 C 0 21 8' 4' +48"-11" +4811-12' M — 1 �D cls N ■ r N 1 ■ AI -1011 +24"-121 ■ ■ : ■ ■ PERMIT LJ 11 ' 7122116 0 21 8' 4' +48"-11" +4811-12' M — 1 �D cls N ■ r N 1 ■ AI -1011 +24"-121 ■ ■ : ■ f ❑ I VERIFY ALL REQUIREMENTS NOT PROVIDED BY KEC. 1 ........................_... ....... .... - P i .. .................... a I I 34' -Il" US" GYP. SHEETROCK WALL MATERIAL (EXCEPT PAINT) PER ARCHITECT'S DRAWING (EXCEPT PAINT) 5/8" PLYWOOD PER WALL BACKING PLAN WALL FRAMIWs PER ARG141TECT'S DRAWINGS 5/8" GYP 514EE ROCK PLYWOOD WALL SACKING DETAIL Sca l& N.T.S. 0 Ilj h I i _ I ■alt■■taRuns ■lift■fff■ansa■t■■tf*name ttttt■■■lOsumi 2'-3" +24"-72" +48'-8411 2' 161-611 `-!■f■■rtirrt■■■■f■■t■■■■■fr■■/ff�f`tf�rffV/'Iff ff/ff/ff ff/fffff ff■ff/ff ff/fl i WALL BACKING NOTES I. GENERAL CONTRACTOR SHALL CONSULT WITH OWNER AND 13ARGREEN ELLINGSON AT THE TIME OF LAYOUT FOR WALL BACKING FOR CONFIRMATION OF ALL DIMENSIONS AND UP -DATE REQUIREMENTS. 2. WALL BACKING TO BE USED FOR WALL MOUNTED EQUIPMENT AND SHELVES. 3. WALL BACKING TO 15�5/8" PLYWOOD, WALL BACKING NOTED AS SM. TO BE 1(o - GAUGE SHEET METAL. 4. WALL BACKING TO BE BUILT INTO WALL 50 THAT FINISHED WALL 15 A FLUSH SURFACE, ❑■u■uuuuuruu■uuuuuu■■rr■urfuuuuf■u■uu■■■■■trurrr■■ruuuoruo■u■ ■ i ■ ■ ■ ■ ■ ■ 221-611 ■ ■ ■ ■ WALL BACKINfs +48"-CLG ■ ■ ■ ■ � 1 I i � I 1� fi ■ ■ ■ _.............._.........._...._........_........__.._._............__........_...._._.........._................. .__..._..............._.........._.._....__......_.._............... _.... ....._._._.._...................... _... ...__...._.................. .........................._.......... _......... ._............... ........ ..__......... ....... .......................................... ..._................ _.E ... I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 14-4" L4411.-. VVQAII" ■■■u■rf■uu■ ■■■■v■■■u■rff■f■■■■ SRA- & APPS. 21' ■■■fur■u■■■■�■■u■�■r■■��r■uuuuuuurfrorurfqu■rrf■ru�ururau■■uu■■r I I I __j t___......... -- ■ PERMIT ■ 4114116 ' 7122116 # REVISION DELTA ■ 4118116 ■ 2 ■ 1 3 4 5 5110116 5127116 6121116 9130116 10110/16 10127116 ■ 6124116 6127116 ■ 8 ■ ❑ ■ i ■ r ---------------------- -------`------------.-.-----j ■ I ■ I ■ ■ ■ ❑ ■ r ■ ■ ■ ■ ■ ■ r ■ f ❑ I VERIFY ALL REQUIREMENTS NOT PROVIDED BY KEC. 1 ........................_... ....... .... - P i .. .................... a I I 34' -Il" US" GYP. SHEETROCK WALL MATERIAL (EXCEPT PAINT) PER ARCHITECT'S DRAWING (EXCEPT PAINT) 5/8" PLYWOOD PER WALL BACKING PLAN WALL FRAMIWs PER ARG141TECT'S DRAWINGS 5/8" GYP 514EE ROCK PLYWOOD WALL SACKING DETAIL Sca l& N.T.S. 0 Ilj h I i _ I ■alt■■taRuns ■lift■fff■ansa■t■■tf*name ttttt■■■lOsumi 2'-3" +24"-72" +48'-8411 2' 161-611 `-!■f■■rtirrt■■■■f■■t■■■■■fr■■/ff�f`tf�rffV/'Iff ff/ff/ff ff/fffff ff■ff/ff ff/fl i WALL BACKING NOTES I. GENERAL CONTRACTOR SHALL CONSULT WITH OWNER AND 13ARGREEN ELLINGSON AT THE TIME OF LAYOUT FOR WALL BACKING FOR CONFIRMATION OF ALL DIMENSIONS AND UP -DATE REQUIREMENTS. 2. WALL BACKING TO BE USED FOR WALL MOUNTED EQUIPMENT AND SHELVES. 3. WALL BACKING TO 15�5/8" PLYWOOD, WALL BACKING NOTED AS SM. TO BE 1(o - GAUGE SHEET METAL. 4. WALL BACKING TO BE BUILT INTO WALL 50 THAT FINISHED WALL 15 A FLUSH SURFACE, ❑■u■uuuuuruu■uuuuuu■■rr■urfuuuuf■u■uu■■■■■trurrr■■ruuuoruo■u■ ■ i ■ ■ ■ ■ ■ ■ 221-611 ■ ■ ■ ■ WALL BACKINfs +48"-CLG ■ ■ ■ ■ � 1 I i � I 1� fi ■ ■ ■ _.............._.........._...._........_........__.._._............__........_...._._.........._................. .__..._..............._.........._.._....__......_.._............... _.... ....._._._.._...................... _... ...__...._.................. .........................._.......... _......... ._............... ........ ..__......... ....... .......................................... ..._................ _.E ... I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 14-4" L4411.-. VVQAII" ■■■u■rf■uu■ ■■■■v■■■u■rff■f■■■■ SRA- & APPS. 21' ■■■fur■u■■■■�■■u■�■r■■��r■uuuuuuurfrorurfqu■rrf■ru�ururau■■uu■■r I I I __j t___......... -- 2' I'-11" +36"-12 WALL -BACKING PLAN Scale: 1/4"=1'-0" L1-11 RECEIVED CITY OF TUKWILA-= NOV 18 20`16 PERMIT CENTER' Q z D E V5 O -0 Q) 21 co 0. W I - Z W U I - Z) 0 U) REVISION INFORMATION # ■ ■ PERMIT ■ 4114116 ' 7122116 # REVISION DELTA ■ 4118116 ■ 2 ■ 9/9116 3 4 5 5110116 5127116 6121116 9130116 10110/16 10127116 ■ 6124116 6127116 ■ 8 ■ ❑ ■ i ■ r ---------------------- -------`------------.-.-----j ■ I ■ I ■ ■ ■ ■ ■ ■ I ■ 2' I'-11" +36"-12 WALL -BACKING PLAN Scale: 1/4"=1'-0" L1-11 RECEIVED CITY OF TUKWILA-= NOV 18 20`16 PERMIT CENTER' Q z D E V5 O -0 Q) 21 co 0. W I - Z W U I - Z) 0 U) REVISION INFORMATION # START PERMIT 0 4114116 ' 7122116 # REVISION DELTA 4118116 8122116 2 5/4116 9/9116 3 4 5 5110116 5127116 6121116 9130116 10110/16 10127116 6 7 6124116 6127116 — j 8 6/28/16 — This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. ©2016 BARGREEN ELLINGSON INC. DRAWN BY: R. SMITH PROJECT MANAGER: J. UNSELL SHEET TITLE: WALL -BACKING PLAN SHEET NUMBER K=5 5OF6 PROJECT NUMBER 4153 ❑ N p u TBA SY PURVEYOR TBD BY PURVEYOR ........ 1. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE 8. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRAINLINES FROM ICE BINS, ICE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE PLUMBING CONTRACTOR PER NATIONAL AND LOCAL FLOOR SMK, NO GRATE N p u TBA SY PURVEYOR TBD BY PURVEYOR VERIFY ALL REQUIREMENTS NOT PROVIDED BY KEC. UNDERSL 4B LEGEND SYMBOL MCRIPTION 1. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE 8. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRAINLINES FROM ICE BINS, ICE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE PLUMBING CONTRACTOR PER NATIONAL AND LOCAL FLOOR SMK, NO GRATE CODES. ■ ■ FLOOR SINK, 1/2 GRATE 2. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE WITH 3/4 GRATE OR AS SPECIFIED. AREA DRAINS, IF REQUIRED, SHALL BE VERIFIED WITH THE ARCHITECT. PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SINK FLOOR SINK, 3/4 GRATE ® AREA / FLOOR DRAIN ® BEVERAGE CONDUIT STUB -UP O ELECTRICAL STUB /--\ FIELD CONNECTION BEST SLOPE POSSIBLE OF THE SURROUNDING FLOOR TO THESE DRAINS. 4. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS SHUT-OFF VALVES FOR EACH PIECE OF EQUIPMENT WITH _I PERMANENT I.D. TAGS AS WELL AS THE MAIN GAS VALVE(S). ■ ■ AND OTHER EQUIPMENT, AS REQUIRED. S. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL DIRECT SINK WASTE LINES AND ALL INDIRECT EQUIPMENT WASTE ■ LINES AS SHOWN ON PLANS PER LOCAL CODES, INCLUDING TRAPS, TAIL PIECES, LINE STRAINERS, AND WALK-IN CONDENSATE 13. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL WATER HEATERS FOR THIS !! WASTE LINES, AS REQUIRED. INDIRECT WASTE LINE ROUTING THROUGH CABINETS SHALL BE IN A MANNER SO AS TO MAXIMIZE PROJECT AND TO ENSURE ADEQUATE WATER SUPPLY FOR THE FOOD SERVICE EQUIPMENT. WATER TEMPERATURE TO THE -- USABLE STORAGE SPACE. ■ 6. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN IN COPPER AND TO BE PROVIDED 14. THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOW ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ■ ■ ONLY. SEE ARCHITECT'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. 1. ALL INDIRECT WASTE LINES TO HAVE A 2" MINIMUM AIR GAP ABOVE FLOOD RIM OF RECEIVING FIXTURE. RECEIVED_. CITY OF TUKWILA- NOV 18 2016 == ■ PERMIT CENTER-, DUMP ING R �M ■ Q, ■ 4'-5" : : : : : ■ ■ : ■ VERIFY ALL REQUIREMENTS NOT PROVIDED BY KEC. UNDERSL 4B LEGEND SYMBOL MCRIPTION 1. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE 8. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRAINLINES FROM ICE BINS, ICE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE PLUMBING CONTRACTOR PER NATIONAL AND LOCAL FLOOR SMK, NO GRATE CODES. ■ ■ FLOOR SINK, 1/2 GRATE 2. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE WITH 3/4 GRATE OR AS SPECIFIED. AREA DRAINS, IF REQUIRED, SHALL BE VERIFIED WITH THE ARCHITECT. PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SINK FLOOR SINK, 3/4 GRATE ® AREA / FLOOR DRAIN ® BEVERAGE CONDUIT STUB -UP O ELECTRICAL STUB /--\ FIELD CONNECTION BEST SLOPE POSSIBLE OF THE SURROUNDING FLOOR TO THESE DRAINS. 4. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS SHUT-OFF VALVES FOR EACH PIECE OF EQUIPMENT WITH _I PERMANENT I.D. TAGS AS WELL AS THE MAIN GAS VALVE(S). ■ ■ AND OTHER EQUIPMENT, AS REQUIRED. S. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL DIRECT SINK WASTE LINES AND ALL INDIRECT EQUIPMENT WASTE ■ LINES AS SHOWN ON PLANS PER LOCAL CODES, INCLUDING TRAPS, TAIL PIECES, LINE STRAINERS, AND WALK-IN CONDENSATE 13. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL WATER HEATERS FOR THIS !! WASTE LINES, AS REQUIRED. INDIRECT WASTE LINE ROUTING THROUGH CABINETS SHALL BE IN A MANNER SO AS TO MAXIMIZE PROJECT AND TO ENSURE ADEQUATE WATER SUPPLY FOR THE FOOD SERVICE EQUIPMENT. WATER TEMPERATURE TO THE -- USABLE STORAGE SPACE. ■ 6. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN IN COPPER AND TO BE PROVIDED 14. THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOW ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ■ ■ ONLY. SEE ARCHITECT'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. 1. ALL INDIRECT WASTE LINES TO HAVE A 2" MINIMUM AIR GAP ABOVE FLOOD RIM OF RECEIVING FIXTURE. RECEIVED_. CITY OF TUKWILA- NOV 18 2016 == ■ PERMIT CENTER-, DUMP ING R �M ■ Q, ■ 4'-5" : : : : ■ ■ ■ ❑ __ ❑ ❑ ❑ ■ VERIFY ALL REQUIREMENTS NOT PROVIDED BY KEC. UNDERSL 4B LEGEND SYMBOL MCRIPTION 1. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE 8. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRAINLINES FROM ICE BINS, ICE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE PLUMBING CONTRACTOR PER NATIONAL AND LOCAL FLOOR SMK, NO GRATE CODES. ■ ■ FLOOR SINK, 1/2 GRATE 2. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE WITH 3/4 GRATE OR AS SPECIFIED. AREA DRAINS, IF REQUIRED, SHALL BE VERIFIED WITH THE ARCHITECT. PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SINK FLOOR SINK, 3/4 GRATE ® AREA / FLOOR DRAIN ® BEVERAGE CONDUIT STUB -UP O ELECTRICAL STUB /--\ FIELD CONNECTION UNDER5LA5 PLAN Scale: 1/4"=1'-O" FLUME3ING NOTES ■ 1. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE 8. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRAINLINES FROM ICE BINS, ICE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE PLUMBING CONTRACTOR PER NATIONAL AND LOCAL ■ CODES. ■ ■ ■ 2. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE WITH 3/4 GRATE OR AS SPECIFIED. AREA DRAINS, IF REQUIRED, SHALL BE VERIFIED WITH THE ARCHITECT. PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, ETC. 10. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL ' REQUIREMENTS WHICH REQUIRE FLOOR PENETRATIONS DO NOT CONFLICT WITH STRUCTURAL MEMBERS IN THE FLOOR 3. PLUMBING CONTRACTOR SHALL SIZE, FURNISH AND INSTALL ALL GREASE TRAPS OR INTERCEPTORS AS REQUIRED AND COORDINATE SIZES AND LOCATIONS WITH KITCHEN EQUIPMENT CONTRACTOR. 11, THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAINS ON THE JOB SITE SO A$ To ENSURE THE BEST SLOPE POSSIBLE OF THE SURROUNDING FLOOR TO THESE DRAINS. 4. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS SHUT-OFF VALVES FOR EACH PIECE OF EQUIPMENT WITH _I PERMANENT I.D. TAGS AS WELL AS THE MAIN GAS VALVE(S). 12. PLUMBER SHALL FURNISH AND INSTALL PRESSURE REDUCING VALVE(S) AT DISHWASHER(S), GLASS WASHER(S), STEAMER(S) ■ AND OTHER EQUIPMENT, AS REQUIRED. S. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL DIRECT SINK WASTE LINES AND ALL INDIRECT EQUIPMENT WASTE ■ LINES AS SHOWN ON PLANS PER LOCAL CODES, INCLUDING TRAPS, TAIL PIECES, LINE STRAINERS, AND WALK-IN CONDENSATE 13. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL WATER HEATERS FOR THIS !! WASTE LINES, AS REQUIRED. INDIRECT WASTE LINE ROUTING THROUGH CABINETS SHALL BE IN A MANNER SO AS TO MAXIMIZE PROJECT AND TO ENSURE ADEQUATE WATER SUPPLY FOR THE FOOD SERVICE EQUIPMENT. WATER TEMPERATURE TO THE -- USABLE STORAGE SPACE. ■ 6. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN IN COPPER AND TO BE PROVIDED 14. THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOW ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ■ ■ ONLY. SEE ARCHITECT'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. 1. ALL INDIRECT WASTE LINES TO HAVE A 2" MINIMUM AIR GAP ABOVE FLOOD RIM OF RECEIVING FIXTURE. RECEIVED_. CITY OF TUKWILA- NOV 18 2016 == ■ PERMIT CENTER-, DUMP ING R �M Q, ■ 4'-5" : : : : ■ UNDER5LA5 PLAN Scale: 1/4"=1'-O" FLUME3ING NOTES 1. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE 8. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRAINLINES FROM ICE BINS, ICE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE PLUMBING CONTRACTOR PER NATIONAL AND LOCAL PANS, ETC., SO AS TO ELIMINATE CONDENSATION FORMATION. CODES. 9. FLOOR SINKS SHALL BE FURNISHED AND INSTALLED BY THE PLUMBING CONTRACTOR IN LOCATIONS SHOWN, AND SUPPLIED 2. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE WITH 3/4 GRATE OR AS SPECIFIED. AREA DRAINS, IF REQUIRED, SHALL BE VERIFIED WITH THE ARCHITECT. PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, ETC. 10. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL ' REQUIREMENTS WHICH REQUIRE FLOOR PENETRATIONS DO NOT CONFLICT WITH STRUCTURAL MEMBERS IN THE FLOOR 3. PLUMBING CONTRACTOR SHALL SIZE, FURNISH AND INSTALL ALL GREASE TRAPS OR INTERCEPTORS AS REQUIRED AND COORDINATE SIZES AND LOCATIONS WITH KITCHEN EQUIPMENT CONTRACTOR. 11, THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAINS ON THE JOB SITE SO A$ To ENSURE THE BEST SLOPE POSSIBLE OF THE SURROUNDING FLOOR TO THESE DRAINS. 4. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS SHUT-OFF VALVES FOR EACH PIECE OF EQUIPMENT WITH _I PERMANENT I.D. TAGS AS WELL AS THE MAIN GAS VALVE(S). 12. PLUMBER SHALL FURNISH AND INSTALL PRESSURE REDUCING VALVE(S) AT DISHWASHER(S), GLASS WASHER(S), STEAMER(S) AND OTHER EQUIPMENT, AS REQUIRED. S. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL DIRECT SINK WASTE LINES AND ALL INDIRECT EQUIPMENT WASTE LINES AS SHOWN ON PLANS PER LOCAL CODES, INCLUDING TRAPS, TAIL PIECES, LINE STRAINERS, AND WALK-IN CONDENSATE 13. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL WATER HEATERS FOR THIS !! WASTE LINES, AS REQUIRED. INDIRECT WASTE LINE ROUTING THROUGH CABINETS SHALL BE IN A MANNER SO AS TO MAXIMIZE PROJECT AND TO ENSURE ADEQUATE WATER SUPPLY FOR THE FOOD SERVICE EQUIPMENT. WATER TEMPERATURE TO THE -- USABLE STORAGE SPACE. DISHWASHER SHALL BE 1400. COORDINATE LOCATION OF WATER HEATER WITH KITCHEN EQUIPMENT CONTRACTOR -- 6. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN IN COPPER AND TO BE PROVIDED 14. THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOW ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT BY THE PLUMBER ONLY. SEE ARCHITECT'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. 1. ALL INDIRECT WASTE LINES TO HAVE A 2" MINIMUM AIR GAP ABOVE FLOOD RIM OF RECEIVING FIXTURE. RECEIVED_. CITY OF TUKWILA- NOV 18 2016 == PERMIT CENTER-, M S P E C I F I CATION S Item 145 Vinyl foam NSF gasket (1/16" joint thickness), Cam -lock layout #2 SPECIAL INSTRUCTIONS Meets 2009 Federal Energy Independence and Security Act Requirements. Meets 2015 Washington State Energy Code. Min. R value freezer walls and ceilings R-32. Min. R value freezer floors R-28. Min. R value cooler walls and ceilings R-25. Doors 45" wide x 84" tall or less are self-closing. Standard crating WALL PANELS Construction: 4" high density urethane Exterior Finish: Stucco galvalume Interior Finish: Stucco galvalume Ceiling connections: Camlock Floor connections: Camlock CEILING PANELS Construction: 4" high density urethane Exterior Finish: Metal Interior Finish: Stucco galvalume Ceiling Caps: Factory mounted Live Load: 10 psf FLOOR PANELS Model: Hand -Truck Floor panels model #HTFN (NSF) Construction: 4" high density urethane w/ .080 smooth aluminum @ interior over 1/2" plywood w/ Metal @ exterior w/ 36" deep model #HTFi interior ramp DOORS [A]: 36" x 78" flush model G3 self-closing freezer door *** LEAF NOT RAISED FOR FLOORING *** Frame: 4" high density urethane, 3 -sided w/ Stucco galvalume (ext. & int.) w/ 24 ga. stainless steel 430 (magnetic) liners w/ 4 -sided heat cable in frame [FL -4-114W] (25'-5" x 5 ohms @ 4.5 watts/fit + Pepi - 120V, 1A) Leaf: 4" thick, 3 -side lap, standard height w/ Stucco galvalume (ext. & int.) w/ Magnetic gasket (3) Kason #1248A spring assisted adjustable hinge (1) Kason #27C cylinder locking deadbolt handle (1) Kason #27C twist -off knob inside release (1) Kason #1094 hydraulic door closer (1) Single pole toggle switch w/ pilot light @ ext. (1) Analog 2" flush mount dial thermometer (12" capillary) (1) Terminal J -box @ interior w/ concealed conduit (1) Terminal J -box @ interior w/ concealed conduit (1) Kason 1832 heated air vent (23W, 120V, .2A) (1) .080 smooth aluminum threshold [B]: 36" x 78" flush model G3 self-closing cooler door *** LEAF NOT RAISED FOR FLOORING *** Frame: 4" high density urethane, 3 -sided w/ Stucco galvalume (ext. & int.) W/ 24 ga. stainless steel 430 (magnetic) liners Leaf: 4" thick, 3 -side lap, standard height w/ Stucco galvalume (ext. & int.) w/ Magnetic gasket (3) Kason #1248A spring assisted adjustable hinge (1) Kason #27C cylinder locking deadbolt handle (1) Kason #27C twist -off knob inside release (1) Kason #1094 hydraulic door closer (1) Single pole toggle switch w/ pilot light @ ext. (1) Analog 2" flush mount dial thermometer (12" capillary) (1) Terminal J -box @ interior w/ concealed conduit (1) .080 smooth aluminum threshold R E V I S I O N S #1: Changed door [B] Placement and ramp placement NSF LABEL N.S.F. LISTED (STD #7) COMPONENT N.S.F. GASKET @ ALL PANEL JOINTS THE MINIMUM BTU'S SHOWN ARE BASED ON NSF STANDARD #7, SECTION 5, PARAGRAPH 5.36.7, REQUIREMENT$ (REF. TABLE 1). THESE NUMBERS ARE NOT INTENDED TO BE USED FOR SIZING OF REFRIGERATION UNITS FOR THIS WALK-IN. IMPERIAL BROWN RECOMMEND$ CONSULTING WITH A WALIFIED ENGINEER OR CONTRACTOR CONTRACTOR. PARTS (5) ea. Kason #1808 vapor proof LED light fixture (LED lamp built-in.) (1) ea. Chase EconoClear Bi -Parting Vinyl Door For Cooler Applications 36"x78" Net Opening (10) ea (2" x 2") x 96" stucco galvalume interior seismic tie down @ ceiling level (37) ea. Prefabricated floor seismic restraint system STANDARD NOTES To prevent condensation, a minimum 2" from the walk-in exterior surface is required. High humidity conditions may require force ventilation in addition to clearance. Installation site floor must be true and level within 3/36" per 10' or additional costs may be incurred. WARNING - ELECTRICAL SEAL After wiring devices, ALL conduits must be sealed to stop moisture transfer through electrical raceways. Failure to seal device per NEC codes WILL VOID WARRANTY. J n CL0CW 19 d7 d7 d7 dd VA SPL 19R 7118 16'-4" [196] FREEZER 47 IM 27'-0' [324] 44 44 30 J 1 DESIGN CRITERIA: BASIC DESIGN LOADS: MINIMUM INTERNAL LATERAL LOAD = 5 PSF CEILING DL = 5 PSF CEILING LL = 10 PSF SEISMIC DESIGN DATA: SEISMIC PARAMETERS: Ss = 1.473 g S1 = 0.551 g SDs = 0.982 g SDC =D CEILING PANELS 7R_E:1V1'1CWCL► rOR DCOMPLIANCE ,� APPROVED JAN 2 5 2017 Ci of 7ukwi[_a' BUILDING DIVISION Please verify this dimension is okay, your red lines stated 96" but you check that 128' for overall dimension was okay, so i used the overall and the 30' 128 /— for door placement. 98 ----- ----- ----- ----� ---------------- , n I CP CP CP CP 111C6 CORRECTION DRW#: 16 -IB -91574-01 4 C2 C3 C4 C5 0. Cal I LTR#_-4-- I c U L O O,n } ? N _v W7 1 I M 12 II 2 II I C7 I I 3 LO N� 4 I Z 3 CITY OF WKWIL/. ----------- 16'-4" [196] FREEZER 47 IM 27'-0' [324] 44 44 30 J 1 DESIGN CRITERIA: BASIC DESIGN LOADS: MINIMUM INTERNAL LATERAL LOAD = 5 PSF CEILING DL = 5 PSF CEILING LL = 10 PSF SEISMIC DESIGN DATA: SEISMIC PARAMETERS: Ss = 1.473 g S1 = 0.551 g SDs = 0.982 g SDC =D CEILING PANELS 7R_E:1V1'1CWCL► rOR DCOMPLIANCE ,� APPROVED JAN 2 5 2017 Ci of 7ukwi[_a' BUILDING DIVISION Please verify this dimension is okay, your red lines stated 96" but you check that 128' for overall dimension was okay, so i used the overall and the 30' 128 /— for door placement. 98 m 12 © 11/18/201f CLM 10 12/1/2016 BY: CLM CHK'D BY: CORRECTION DRW#: 16 -IB -91574-01 BOX: 1 PNL T 47 WIS 227/8 WIG 1 OF 4 LTR#_-4-- c U L O O,n } ? N _v W7 M 12 16'-4" [196] FREEZER 47 IM 27'-0' [324] 44 44 30 J 1 DESIGN CRITERIA: BASIC DESIGN LOADS: MINIMUM INTERNAL LATERAL LOAD = 5 PSF CEILING DL = 5 PSF CEILING LL = 10 PSF SEISMIC DESIGN DATA: SEISMIC PARAMETERS: Ss = 1.473 g S1 = 0.551 g SDs = 0.982 g SDC =D CEILING PANELS 7R_E:1V1'1CWCL► rOR DCOMPLIANCE ,� APPROVED JAN 2 5 2017 Ci of 7ukwi[_a' BUILDING DIVISION Please verify this dimension is okay, your red lines stated 96" but you check that 128' for overall dimension was okay, so i used the overall and the 30' 128 /— for door placement. 98 k TAMARAC c ipC3RpV 6 N 0 1 N 4 E R I N 0 812 & LA CASSIA DRIVE, 6016th IDAHO 8370.5 PHONE 208.94 A41 FAX, 208.34$.8918 EAIAU.:)> I FIRM REQ0:60349 z O 0 Z J LU 0 Z¢ ZLLJQ LLJ� �� Q— Iii W Z 5 m E F' 0w4� v o H d z o: 3� O b IEEW g O Lou O Q■ Z tvZ Z $ U_0 F f2 O J C9 w O oL M Cy w m o G p a F- z {- O O�� 0OC-Uo n. _ 8 u c IL OI OI Ol z Z CO) Z z �-P�L0M 0 , 0 0 E,L001 to Lo 0 0 fxCO� a mm-� dz'dLoL i. at`s off. .. � 04 REV# DATE 10 711 © 11/18/201f CLM DATE PRINTED: 12/1/2016 BY: CLM CHK'D BY: CORRECTION DRW#: 16 -IB -91574-01 BOX: 1 PNL T 47 WIS 227/8 WIG 1 OF 4 LTR#_-4-- Z:CJ 3 LO N� RECEIVED Z 3 CITY OF WKWIL/. 4 a 2 COOLER DEC 22 2016 of 3 PERMIT CENTER N Ea° W22 W21 W2 47 47 325/16 v WALL PANELS k TAMARAC c ipC3RpV 6 N 0 1 N 4 E R I N 0 812 & LA CASSIA DRIVE, 6016th IDAHO 8370.5 PHONE 208.94 A41 FAX, 208.34$.8918 EAIAU.:)> I FIRM REQ0:60349 z O 0 Z J LU 0 Z¢ ZLLJQ LLJ� �� Q— Iii W Z 5 m E F' 0w4� v o H d z o: 3� O b IEEW g O Lou O Q■ Z tvZ Z $ U_0 F f2 O J C9 w O oL M Cy w m o G p a F- z {- O O�� 0OC-Uo n. _ 8 u c IL OI OI Ol z Z CO) Z z �-P�L0M 0 , 0 0 E,L001 to Lo 0 0 fxCO� a mm-� dz'dLoL i. at`s off. .. � 04 REV# DATE BY © 11/18/201f CLM DATE PRINTED: 12/1/2016 BY: CLM CHK'D BY: DRW#: 16 -IB -91574-01 BOX: 1 OF 2 SHEET: 1 OF 4 DO NOT SCALE THIS DRAWING SCALE: 3/16" = V-0" DATE DRAWN: 19/31/2016 DATE PRINTED: 12/1/2016 BY: CLM CHK'D BY: DRW#: 16 -IB -91574-01 BOX: 1 OF 2 SHEET: 1 OF 4 Yui/6-o/73 J CL N v 561/8 1, 705/16 101/16 36 101/16 1. Backing @ int. for strip curtain E ELEVATION 5 co Ln -j a ca FLOOR PANELS VA DATE � 0 !! 11/18/2016 E I I II i VC11, 0 0 Q 0 Z b r cc I I I I SHEET: 2 OF 4 JL [A] 1 I Iqr ��o z IL � IN 00 w I a, 2 I !! !! I I Z OZ 00 O V o j� ro��� z o � x O I I o zl � ZI � 0� II I I I I II I IW16 W15 I I I I I W14 W13 W12 W11 [B] E ELEVATION 5 co Ln -j a ca FLOOR PANELS VA co co (XLEVATION 2 RECEIVrD CITY OF T(.IMILS DEC 22 2016 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 5 2017 City of Tukwila BUILDING DIVISION EXPIRES: 5/18/___IL _� TAMARACK 'GROVE'`': R N© I N 9 6 R I N B 812 8. LA CASSIA DRWE, 0016E, IDAHO 83705 RHONE: 208.34SS41 FAX: 20&348.8848 EAIAII.:I �TILrrows.cam FIRM REGISTRATION n: 603490470 i 0 O Cn (5 Z LLJ C)J J Z� Z Lu J — J Ir rQ fzw z5 Q fn H Uj :? V DATE � 0 !! 11/18/2016 E I I II i BY: 0 0 Q 0 Z b r cc I I I I SHEET: 2 OF 4 JL [A] 1 co co (XLEVATION 2 RECEIVrD CITY OF T(.IMILS DEC 22 2016 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 5 2017 City of Tukwila BUILDING DIVISION EXPIRES: 5/18/___IL _� TAMARACK 'GROVE'`': R N© I N 9 6 R I N B 812 8. LA CASSIA DRWE, 0016E, IDAHO 83705 RHONE: 208.34SS41 FAX: 20&348.8848 EAIAII.:I �TILrrows.cam FIRM REGISTRATION n: 603490470 i 0 O Cn (5 Z LLJ C)J J Z� Z Lu J — J Ir rQ fzw z5 Q fn H Uj :? V DATE � 0 Al 11/18/2016 CLM DATE PRINTED: 12/1/2016 BY: 0 Q 0 Z b r BOX: 1 OF 2 SHEET: 2 OF 4 Ez ZZ o0— Uj ��o z ZoWLU � IN 00 w iE Z OZ 00 O V o j� ro��� z o � x O �. o ¢ :3 zl � ZI � 0� ����M 0. 0 od+�LOC\2 rnrn�� D,.q14 co No M, ' dZ -6s�12: �CQaww REV# DATE BY Al 11/18/2016 CLM DATE PRINTED: 12/1/2016 BY: 0 CHK'D BY: A BOX: 1 OF 2 SHEET: 2 OF 4 DO NOT SCALE THIS DRAWING SCALE: 3/16"= V-0" DATE DRAWN: 10/31/2016 DATE PRINTED: 12/1/2016 BY: CLM CHK'D BY: DRW#: 16 -IB -91574-01 BOX: 1 OF 2 SHEET: 2 OF 4 N N r 6 112 u 10 10 7116 COMPONENT LOCATIONS R 117 R 119 COMPONENT LOCATIONS T�_ Seal under threshold with caulldng 1 112 35 718" 1 1/2 Edge Ibox LL7 N 16 ga. Galv. g I .080 Smooth aluminum co 18 ga. Stainless steel mtv '- ----------- -- CA M-'--------------------------------------------. Field drill 5116' hales 112' from edges Edge of mess d for (4) #14 x 314' FHSMS & (4)114' if applicable N dia. x 2' FH concrete sleeve anchors @ 12' olc 38 7/8" NOTE: Do to construction variables seal threshold/jamb joint w/ silicone NOTE: Fill all voids solid below threshold w/ urethane foam or grout a RAMP INSERT 36 x WIC -1/8' Ramp notch 37 314 - (Wall + 1/8") x WIC + 1/8" Wall + 1/8" 13/4 Offset stop @ Flush door frame Threshold � �I Fixed @ 13/4 Shop notch flr pnls for taper side lip 3/16' x 1 1/4" ame 36 Sides to be factory clad to match wearsurface " /4' Underlayment Wear surface w/ non-skid strips Floor panel " Exposed side wedge to be factory clad to match wearsurface stainless (smooth or diamond plate)floor = 20 ga. Stainless wedge clad Aluminum (smooth or diamond plate) floor = .080 smooth aluminum wedge clad Steel diamond plate or galvanized floor = 16 ga. Smooth galv wedge clad PRE—FAB FLOOR w Flush door Underlayment when specified see floor spec. 36" DEEP INTERIOR RAMP RECEIVED CITY OF 1 d.lKWILA DEC 22 2016 PERMIT CENTER REVIEWED FOR BODE COMPLIANCE APPROVED 'JAN 2 5 2017 City of Tukwila BUILDING DIVISION rAMAR.ACK 0ROVVt N© I N R E R I N Clf 812 S. LA CASSIA DRIVE, BOISE, IDAHO 83705 PHONE: 2083 X41 FAX 20&345.M$ EMAIL, bAwL ti tall ra FIRM REGISTRATION 0:603490470 O i� _Z J UJI .I < Z Q J F LL — _J Q��r� �� 00 1 C , W W O U DATE O ll'- ® C1 Z U CLM 0 IX 'S Z b 12/1/2016 �E� 0 W CL a7 Z ��vz BOX: _Z O = U tZ O 12 Z U J zdca Q QUj O � ZO w� M Q m � 12 U co ro re O 0 M co OG O F- 0 1- Z0 Lut Z = Q 0 Z OV = �(0ggo O NLU Z, zl k' Q) zl �Ujrn o0r,�' ;� Lo LO ro co 1:14 Q0 CO0 :~ �7WUmn dz-d�L's� ad a ar`;40 �C\2a°arm REV# DATE BY ® 11/18/2016 CLM DATE PRINTED: 12/1/2016 BY: 0 CHK'D BY: DRW#: 16 -IB -91574-01 BOX: 1 OF 2 11 3 OF 4 DO NOT SCALE THIS DRAWING SCALE: 3/16" = 1'-0" DATE DRAWN: 10/31/2016 DATE PRINTED: 12/1/2016 BY: CLM CHK'D BY: DRW#: 16 -IB -91574-01 BOX: 1 OF 2 SHEET: 3 OF 4 Cam -locks @ 24" O.C. Ceiling panel 2" x 2" x cont. x 26 ga. w/ #8 x 1/2" MTHSMS @ 12' olc at ea. leg w/ (4) #8 x 1/2' @ splices at ea. leg (lap 5' min.) Wall panel 1 CEILING TIE -DOWN DETAIL tl High density frame panel, camlock (NTS) Camlocks at 2, 1 1 1 1 7o- 0 0 0 SPLICE DETAIL Ceiling panel Cam -locks @ 24" O.C. 2' x 2' x cont. x 26 ga. wl #8 x 112" MTHSMS @ 12' olc at ea. leg w/ (4) #8 x 1/2' @ splices at ea. leg (lap 5" min.) loor Panel Simpson Titen HD @ 24' O.C. (min. embed= 2 314') 3 CAM LOCK & TIE -DOWN DETAIL t�4" High density wall 3 1/2" High density floor Finish Floor Wall panel CEILING TIE -DOWN DETAIL @ COMMON WALL (NTS)density frame panel, camlock PECEIIfED CITY OF WKWILA CLEC 22 2016 PERMIT CENTER ...REVIEWED FUR CODE COMPLIANCE APPROVED JAN 2 5 2017 City of Tukwila BUILDING DIVISION S EX"''R,EES:5/'13/J4-- ._._..._� TAMARACK GROVE Z N© 1 N C C R I N 0 812 & LA CASSIA DRIVE, SOME, IDAMO 83703 PHONE: 208.348.8$41 FAX: 208.345AM Err&, M FIRM REa18TRAT0 •: 603490470 Z to Z J Z¢ zQ UJ s = J LL J Er Q —may� a:W Z < cn H M - n o w U DATE oc O H Al � v CLM � O z o BY: ~E� A DRW#: 16 -IB -91574-01 U_ Z 1 OF 2 Uz oUj� 4 OF 4 pw � U QLY Uj U W m W 52 U4 co �d U co 00G U_ �j 612 ; E z O z O z R O O o z Z 5 E o Q2 d. O m �- oLU zl zl � 8 IMS �-P�LOM 11 ojr'L0CQ rnrn l P p3'� -o W MM LO LO aero- °°arZ CQa REV# DATE BY Al 11/18/2016 CLM 12/1/2016 BY: CLM A DRW#: 16 -IB -91574-01 A 1 OF 2 SHEET: 4 OF 4 DO NOT SCALE THIS DRAWING SCALE: 3/16" m V-0" DATE DRAWN: 10/31/2016 DATE PRINTED: 12/1/2016 BY: CLM CHK'D BY: DRW#: 16 -IB -91574-01 BOX: 1 OF 2 SHEET: 4 OF 4 SPECI PICATIGINS Item 104 Vinyl foam NSF gasket (1/16" joint thickness), Cam -lock layout #2 SPECIAL INSTRUCTIONS Meets 2009 Federal Energy Independence and Security Act Requirements. Meets 2015 Washington State Energy Code. Min. R value freezer walls and ceilings R-32. Min. R value freezer floors R-28. Min. R value cooler walls and ceilings R-25. Doors 45" wide x 84" tall or less are self-closing. Standard crating WALL PANELS Construction: 4" high density urethane Exterior Finish: Stucco galvalume Interior Finish: Stucco galvalume Ceiling connections: Camlock Floor connections: Angle screed CEILING PANELS Construction: 4' high density urethane Exterior Finish: Metal Interior Finish: Stucco galvalume Ceiling Caps: Factory mounted Live Load: 10 psf DOORS [A]: 36" x 78" flush model G3 self-closing cooler door *** LEAF WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE *** Frame: 4" high density urethane, 3 -sided w/ Stucco galvalume (ext. & int.) w/ 24 ga. stainless steel 430 (magnetic) liners Leaf: 4" thick, 3 -side lap, standard height w/ Stucco galvalume (ext. & int.) w/ Magnetic gasket (3) Kason #1248A spring assisted adjustable hinge (1) Kason #27C cylinder locking deadbolt handle (1) Kason #27C twist -off knob inside release (1) Kason #1094 hydraulic door closer (1) Modularm 75LC temperature monitor (1) Terminal J -box @ interior w/ concealed conduit [B]: 36" x 78" flush model G3 self-closing cooler door *** LEAF WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE *** Frame: 4" high density urethane, 3 -sided w/ Stucco galvalume (ext. & int.) w/ 24 ga. stainless steel 430 (magnetic) liners Leaf: 4" thick, 3 -side lap, standard height w/ Stucco galvalume (ext. & int.) w/ Magnetic gasket (3) Kason #1248A spring assisted adjustable hinge (1) Kason #27C cylinder locking deadbolt handle (1) Kason #27C twist -off knob inside release (1) Kason #1094 hydraulic door closer (1) Modularm 75LC temperature monitor (1) Terminal J -box @ interior w/ concealed conduit PARTS (4) ea. Kason #1808 vapor proof LED light fixture (LED lamp built-in.) (1) ea. Chase EconoClear Bi -Parting Vinyl Door for Cooler Application 36'x78" Net Opening (12) ea. (2" x 2") x 96" Stucco Galvalume Interior seismic tie -down @ Ceiling level (11) ea. (6" x 1 1/2") x 96" smooth galvanized Interior seismic tie -down @ Floor level (10) ea. Angle screed STANDARD NOTES To prevent condensation, a minimum 2" from the walk-in exterior surface is required. High humidity conditions may require force ventilation in addition to clearance. Installation site floor must be true and level within 3/36' per 10' or additional costs may be incurred. NSF LABEL N.S.F. LISTED (STD #7) COMPONENT N.S.F. GASKET 0 ALL PANEL JOINTS Cooler: 14000 BTUs 0 16 hrs/day THE MINIMUM BTU'S SHOWN ARE BASED ON NSF STANDARD #7, SECTION 5, PARAGRAPH 5.36.7, REQUIREMENTS (REF. TABLE 1). THESE NUMBERS ARE NOT INTENDED TO BE USED FOR SIZING OF REFRIGERATION UNITS FOR THIS WALK-IN. IMPERIAL BROWN RECOMMENDS CONSULTING WITH A QUALIFIED ENGINEER OR CONTRACTOR CONTRACTOR. WARNING - ELECTRICAL SEAL After wiring devices, ALL conduits must be sealed to stop moisture transfer through electrical raceways. Failure to seal device per NEC codes WILL VOID WARRANTY. 9 5/8 20 1/4 cc 26 .JZ a'n U3e c« 22 1/16 Common wall cams 11 1/2 10 10 1/2 20 1/2 15 3/8 21 1/16 35 a< CnQ 26 17 1/8 16 9/16 11 3/8 6 CD (D (o CD (D CD N (D r CD r CP (D r (D r (D r r \ co \ \ O CD \ r r \ Ll) T N \ Ln T N \ Ln N O Cr co d '- N r N Ill '- LD SPL II II U') '- Ln W '- TS L'- S L 9L SP I I I (� SPL CO SPL LO 23 47 267/8 36 13/16 47 47 I W BY 01 11/18/2016 I I I CP (o A W I I I Cl CP I I C2 CP G3 CP CP CP I I I C C C C7 Ca I I C9 P- —_ � — -P_7 rSPL I I _— _— SPL SPL II II \ I I I I C4 C I P CS C II II P C6—I-A d P I I I (� CO 3 LO 2 I I I II II 2 2 I I I L ----- II —J --- ----- I -----J arL CD (D \ \ r Ln r r O T r r am SrL 5rL SrL 5PL (D W BY 01 11/18/2016 CLM CD 12/1/2016 (o A W r r CD 2 OF 2 SHEET: 1 OF 2 r N \ \ r r � T Q) N (� CO r LO N Itt r (M 04 LO N P� r r r (D CD (D (D Common r r r r N wall i cams r n co a r o• 2 19'-0" [228] LIQ J G a y 10 20 1/2 35 21 1/16 26 21 1/16 26 18 7 3/8 CEILING PANELS T-10' [94] .46. u 11'-2" [134] DC i WALL PANELS DESIGN CRITERIA: BASIC DESIGN LOADS: MINIMUM INTERNAL LATERAL LOAD = 5 PSF CEILING DL = 5 PSF CEILING LL = 10 PSF SEISMIC DESIGN DATA: SEISMIC PARAMETERS: Ss = 1.473 g 91 = O.SS1 g SDs = 0.982 g SDC = D RECEIVE ) CITY OF `I UKWILA DEC 22 2016 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 5 2017 City of Tukwila BUILDING DIVISION ri E N 0 1 N X E R I -N 0 612 S. LA CASSIA DRIVE, BOISE, IDAHO 43105 PHONE: 208.3tSSmi FAX: 206.348.6918 EAWL' FIRM REGISTRATION N: 603490470 O 0 J Z¢ Z`t W IL V- `L oc� Q_J o�c W Z < C1 ~ O W � v O F- 0 Z v � Z o IE Ew mpQa o ¢ io Ez 8 UJ0 JJj 0 _J a V W � p UJ z +U W -' I�°- � U m W m to 0 o � ca O N W p G p o Z a 8 g c� Zo °I _0 o y8m" oQU_ zl co zl zl �14 ��M 08 0lt'Low P Lo LO �C� a aW0Mce)- W 4 0 �c\2www REV# DATE BY 01 11/18/2016 CLM DATE PRINTED: 12/1/2016 BY: A CHK'D BY: DRW#: 16—IB-91574-02 BOX: 2 OF 2 SHEET: 1 OF 2 DO NOT SCALE THIS DRAWING SCALE: 3/16"- 1'-0" DATE DRAWN: 11/11/2016 DATE PRINTED: 12/1/2016 BY: CLIVI CHK'D BY: DRW#: 16—IB-91574-02 BOX: 2 OF 2 SHEET: 1 OF 2 v 0 ao Backing @ int. for strip curtain at A LEVATION 2 CL) fit, I CD CO N r H I I II ii I I r--- I I I I I 1 W31 BOX: L -P II I I I I I I I I I 21 W20 W19 I I I I [A] I I I W1 at A LEVATION 2 B LEVATION 2 Backing @ int. for strip curtain IL 4 CD M O CO rn M ml[A] loll COMPONENT LOCATIONS ti 0 bo EL 0 cc It V !I I I I I I I I 1 I I I I I I I 1 I I I I W17 W16 W15 W14 W13 C ELEVATION 2 CL) fit, I CD CO N r H I I II ii I I I 1 j W4 I I I I [B] I I 1 W31 B LEVATION 2 Backing @ int. for strip curtain IL 4 CD M O CO rn M ml[A] loll COMPONENT LOCATIONS ti 0 bo EL 0 cc It V !I I I I I I I I 1 I I I I I I I 1 I I I I W17 W16 W15 W14 W13 C ELEVATION 2 I II I I II I I II I I II I I II I I II I I II I II I I II I W6 W5 I I W24 W23 W22 D ELEVATION 2 S119 COMPONENT LOCATIONS EXT. Wall panel INT. Angle screed 11/2' x 6' x cont. tie -down w/ 3/8' radius _w/ #8 x 112" MTHSMS @ 12' o/c into wall panel w/ 318" x 3" Titen HD @ 36" o/c into floor. (Min. embed. = 2112') Finish Concrete floor (NIC) Floor . °..4 g.. .. . d ° , A C • :4 ° • 1�ANGLE SCREED DETAIL 2 Cam -locks @ 24" O.C. r Ceiling panel G" x 1" x cont. x 21 ga. w/ #8 x 1/2' MTHSMS @ 12" o1c at ea. leg wl (4) #8 x 1/2' @ splices at ea. leg (lap 5" min.) '-- Wall panel 2 CEILING TIE -DOWN DETAIL 2 High density frame panel, camlock (NTS) REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 5 2017 i City of Tukwila BUILDING DIVISION 1 1 1 1 Alit 00001 SPLICE DETAIL TAMARACW r -ROW ' E N G I N 6 E R I N O 812 S. LA CASSIA DRIVE, BOISE, IDAHO 83705 PHONE' 208.345.8941 FAX 208.345,8946 EMAIL, Wit, can FIRM REGISTRATION #: 603490470 Cam -locks @ 24" O.C. CITY OF KW Ceiling panel ILA EC 22 2016 P T CENTER J.SI��' `ot WAS q� 2" x 2" x cont. x 26 ga. #8 x 112" MTHSMS @ 12'o/c at ea. leg W/ (4) #8 x 112' @ splices at ea. leg s f (lap 5' min.) R 43821 sS'CNAL Wall panel EXPIRES: 5/113/ lb_ �3�CEILING TIE -DOWN DETAIL @ COMMON WALL 2 High density frame panel, camlock (NTS) 0 CL) CO ® CD CO N r r N r r DRW#: 16—IB-91574-02 BOX: z¢ -'S zQ LU L LL_ J r co r r cri r Q r r 0 r r r V' • r r (�' r N r N r I II I I II I I II I I II I I II I I II I I II I II I I II I W6 W5 I I W24 W23 W22 D ELEVATION 2 S119 COMPONENT LOCATIONS EXT. Wall panel INT. Angle screed 11/2' x 6' x cont. tie -down w/ 3/8' radius _w/ #8 x 112" MTHSMS @ 12' o/c into wall panel w/ 318" x 3" Titen HD @ 36" o/c into floor. (Min. embed. = 2112') Finish Concrete floor (NIC) Floor . °..4 g.. .. . d ° , A C • :4 ° • 1�ANGLE SCREED DETAIL 2 Cam -locks @ 24" O.C. r Ceiling panel G" x 1" x cont. x 21 ga. w/ #8 x 1/2' MTHSMS @ 12" o1c at ea. leg wl (4) #8 x 1/2' @ splices at ea. leg (lap 5" min.) '-- Wall panel 2 CEILING TIE -DOWN DETAIL 2 High density frame panel, camlock (NTS) REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 5 2017 i City of Tukwila BUILDING DIVISION 1 1 1 1 Alit 00001 SPLICE DETAIL TAMARACW r -ROW ' E N G I N 6 E R I N O 812 S. LA CASSIA DRIVE, BOISE, IDAHO 83705 PHONE' 208.345.8941 FAX 208.345,8946 EMAIL, Wit, can FIRM REGISTRATION #: 603490470 Cam -locks @ 24" O.C. CITY OF KW Ceiling panel ILA EC 22 2016 P T CENTER J.SI��' `ot WAS q� 2" x 2" x cont. x 26 ga. #8 x 112" MTHSMS @ 12'o/c at ea. leg W/ (4) #8 x 112' @ splices at ea. leg s f (lap 5' min.) R 43821 sS'CNAL Wall panel EXPIRES: 5/113/ lb_ �3�CEILING TIE -DOWN DETAIL @ COMMON WALL 2 High density frame panel, camlock (NTS) 0 15 r 0 01 P_ Ln cv f24 0) M I I i 0 ��=C'.'0nm a co co �z '�:'S, 0 °arm REV# DATE a ® 11/18/2016 CLM 0 12/1/2016 BY: CLM J DRW#: 16—IB-91574-02 BOX: z¢ -'S zQ LU L LL_ J Q Q Z c M' o' 15 r 0 01 P_ Ln cv f24 0) M I I i 0 ��=C'.'0nm a co co �z '�:'S, 0 °arm REV# DATE BY ® 11/18/2016 CLM DATE PRINTED: 12/1/2016 BY: CLM CHK'D BY: DRW#: 16—IB-91574-02 BOX: 2 OF 2 SHEET: 2 OF 2 DO NOT SCALE THIS DRAWING SCALE: 3/16"- V-0" DATE DRAWN: 11/11/2016 DATE PRINTED: 12/1/2016 BY: CLM CHK'D BY: DRW#: 16—IB-91574-02 BOX: 2 OF 2 SHEET: 2 OF 2 REVIStC>NS No changes shall 60 made to the scope Of V70FI; 111ithout pr=or approval of Ttl!ily a Building QiviCion. KO E i'cv:� :;�zs 4viil require a 11Ut pian submittal and may include additional plan review fees. 5 :'� �" iii PLERMUT REQU1117jED FOR: 0 mcchanical 91�fecttrical roo> bir G Gas Piping City of Tukwila 3UILDI,%G r)ivfcrnar 2 (D Z LL Q F - Z D -2 E a 0 ca 1 REVISION INFORMATION # START PERMIT 0 4/14/16 7/22/16 # REVISION DELTA 4118116 8122116 2 5/4116 919116 3 5/10116 9130116 4 5127116 10/10/16 5 6121/16 10127/16 6 6/24/16 — 7 6/27116 — 8 6128/16 — This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. ©2016 BARGREEN ELLINGSON INC. DRAWN BY: R. SMITH PROJECT MAN J. UNSELL SHEET TITLE: FOODSERVICE EQUIPMENT PLAN SHEET NUMBER 1 OF 6 PROJECT NUMBER MPC] " E 2 c c I I I t t r E F f Y1 Z4 Ise e e e e IM ewo �► e t� I 0 I 3 M I e i r i 1 1 . ra r !III -Noon ENRON IM11% I III-Ioom OI M Ar M10 r= r r •- • '' i I =KIM IIIIIIIIIIIIIIIIN ■:!I ��It� ''= � I - '/ - I������ I�i�U3i��� ISL'!ism AM9INIM J;ILMM �' �I ��I�� ►,r r -,;' .nr- ! ' r '�`n+ '/ I������ It&3itIC3��Airl3i�� �I,I mIA mI�� 1� 1..:�� . I ' • � r r I������ I����� Illi• �) ��I� +:ter. • ,- . � � jr�Trrl 9iQ:c-'b �/ ��''�I ��I�. •�IM�1I=.��'�`�Rri~,.. I>L•�!'..�'..'=i��� DI ��10 - r r r rO�•.� _ r Imo" -!IM IKM MI� r •' I = �- I������ I����� 10 Imo:! i=ll MMI© OI �MEMIMMMI� -1 lit IKM IBM ftMIMMMl MAMMA Forpurejewmfou ----------------- M10 r j - • r I • r i _ I� �J % � r'' O® V - � -• r`r I����� I o ��71 ��It� = r • • .. r - •mi - : �c'S�:.i1 IES 01M VIM ---------------- ROM MI�I• ll j = M ���� IMI E=�i�'�ii��3±?•'►����=�:a� I�S�'�-;.���3�'��t....L�JC��l�=?JMwMM��iw��� I��le�3MM���?L•!� �',.��!��31a�'�� I� �l ��Ir�1:��'�!lsia=:,��-`.,�"�7_j •,: J ..: �" ��C•13i �I�� I� r r r r r < - j = • i - I������ I����� r I� �I��I���Irr =� '►i �'�'ir q�"- � ������•i�Y�tlib_�i�i i�7�/]��■■�■II�':� " � ''% �� _��•?.� I������� Iill� imirIKM ism NO ism Mi IIIIIIIIIIIIIIIIINI Ilan IMM I —Ism I IFENS ism m fd • • r • r < ' I __ � - I��r��r I�td���i� - �' r Iii 01� �I>� r • . j r a. I������ I����� 10 E�,•I ��I�� (►�iiE�:.�"r1�lr�ia:i�=�� .• I - • r- •" 01 ��I�� - ,S-; - IG7�ii•.►I!��''•�r7A} "/►�It� " � "% v1��..�•.� I�[��1���1i� -� � r I�11PEno PC NMIREM IPMINHE �iit•7=�`•7i I[ia•�M1!r�: r�11►�i'Ea�Lr�>, i�Mll�RON M�� ='i •�' � r ? I��r���� I '% "' I���10 = - ♦ • - r � I r r "s/ I�O� �i . ©� r .• I����e I �iIIERN ■1L' -!I ��I® •nr �I �1IEM M1� +:rr. . �� Irrrr�►'•+�iQ�� �• I������ I�G3��t3��t��� I� ------- "U, L .. Lwwll1�.•�i . ► __..�...��......... . - - - . I ..;:.r:�.�............... ILwA���ll�l�I�l1 - - - - - - - - - -..........II����/��!�A!�w.............. . ®I ��IO r ter- - :• air, I • • I��� ►'' D® I��®�� 10 Olson ®I���10 r 1 i• r I I������ I����� 10 = ml �IQ•Sui ' • •' I = � I������ I����� I� �Q�I��IIS•1i ► ®=' I - • r. • I������ I����� Its /�r�i ��I®terra - E I • fel ��Iv ' • - •- .r L .. ��II�I� ..:.,.•� ...... - " ........ IL�!�w�11�w11.ww1 ....................) .It .................... ��I ��I�� •• ��'�r'..!.Lrr` c � I � �� r ___ ,,,, I��� o; Q!� '• C1 -` r � I����� I�� M RL�:�! .. Lww11M.E�l.M f"K;:���:�'�f�'l's<ri*. �?sC�:Y?JL............ 1pli�s!'!%�.r�.l,'!1i4��4'��ILw11111rIrM1�M�MI�yMllllrlQ�•F.�IIh��.�,i�:�1�r.111?� .... .. IMILrMwMlll!M��.I/wIMrI1.M/r1111M .......... ..if.�� M► � IQI►C•)1�rr;�r7l►�itaYt� If��i Ilw�lll[S•�i V_���.3:i,'�.�4'J!`►. 1����. I������ . II�����. �i3� [t~�Ir��lr • + I Ir����� I���r� I� ®� •'' Dpi ■L'-�I�� I�� E .• • _T•7E- .[= �iC�?�:i�,i�r.�, I = ' �- I�®� r'r vC•�i E ' • I��T1:3■�'���[�►iii: �[r� :<�...►_S •r� I f-'� t.3�1 ��Irr � ��.�-j:'. 3 r ... �I... Iw!wlil!�1.� .�.�•� .............. . . . . . Riiwl �w11RS�i �. 1- � .. •.,� I������ . I�����. I�Q>� MIIjEllli . i��IM1Mr�!Iliv�l�;�.1.�Sr.2ili. h1t►��;.r:�1L'�i��iltf�����. I��.r11M��� I�iY�IM i'' I �rltl��.''.r'r • �; r I r r I�r���r I��LC1([�ir� I %'' �i]�I ��I�1• 'nom I - I������ Itlr3i�lr3i��� ■�1 ��I�� 1 ������- :1�I�1���I�G�F�i� • - j .r r • I��� o; op :• r ,. I����� I �/o ®I ��I© - r . _. - j = r• ' r r : r �J 10 q � r'' O® - '/- I����� I® F��I ��I���rZ�:tJ���.;1�L'Zti•�•.�L". If=r�•..,�G`-`�=��:i I� " �Ifr'r �!!. �� I=,:.�t•3E.�G3 II���A�`������-r7:?1�,►fit-3Gi���1L�1;���� '''� rI•iiC =_'.. _ • " „ I M�►.. ►' i I��� r'' � :a'1 .r�7� ►'� • -" ��'�I _. _�_ _ I�_��sT�r_��-�_���"�°�i,=1i'►i��;._ - - - - _ _ _ _ _ .I!'�}�i';ii..►�� ... - - - - - - --I�;�����'���iMr!,I�� ►��71,�►-_: � _ _ - - - -- - .. _I�����_ _ _ _ -------- PTA ��I�� Its ` �_ • R • - 1= ` %- I�iF�t© r r, Vim' � r I��1Z3i���i�[►1.��i1��� •�r _f7[-�"`ea:4a��1� ��I _ �I�I�wr.������-�: _ i�.�,r.�J�_ I��IIMi�/MII�M�a� 0 El J J J J J J J J 06 06 O6 3Z 08 14i 149 0 UNITS Ic 0 VERIFY ALL REQUIREMENTS NOT PROVIDED BY KEC. f J J J J J J J 10 35 35 31 61 61 63 J J J J Sb S6 126 128 i C 7 C FT , = i 13'-3" 0 0 0 N 31_3" 0 8'-4" E! ELECTRICAL LEGEND ELECTRICAL NOTES 3'-3" 11-111 4'-8" ` 11 11.811 11-p11 21-811 .11-411 31-411 21-111 r> V x.11 I f Y ❑ J J J � 23+48" 28 +14" +38" 29 +24" 2fo 22i +14" 24 +24" +38" Z9 +48° 23 _........_.............................___...__..______.._._ ....._........_. _._._. ---_. __ _.--. .11_911 21-41' 212 +12 ° 218 +18° fib° 21'1 212 +12" ' l'f w w J 4' 4' 4' I' 1+4811 CO CO .AQ11 CO +,811 CO .Aal1 n:� +48" 191 1 „. 3'-6' mQ +24" 141 n ■ ■ +2411 � 142 ELECTRICAL PLAN 1. ALL ELECTRICAL ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON 9. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL COMPONENTS FOR WALK-IN REFRIGERATORS 102 P,,, , n:� +48" 191 1 „. 182 SII DUMPLING ROOM +2411192 1'18 SII +4811191 +12° 195 : 'fi 1 r p" 1 J 1i_811 1�_L11 J J 3i_411 ■ 00 LENGTH WITH REFRIGERATION CONTRACTOR 3. THE ELECTRICAL CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE ■ EQUIPMENT ONLY. SEE THE ARCHITECT'S PLAN SET FOR ADDITIONAL ELECTRICAL REQUIREMENTS INCLUDING OFFICE, MENU 11. THE ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTS AT THE POWER BOX FOR EACH ICE MACHINE HEAL). El 12. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE INTERCONNECT SWITCHING BETWEEN THE n 4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FUSED DISCONNECTS FOR EQUIPMENT HOOK-UPS AS REQUIRED BY CODE AND KITCHEN HOOD EXHAUST FANS AND THE KITCHEN MAKE-UP AIR SYSTEMS AS REQUIRED PER LOCAL CODE AND AUTHORITIES. LABELING. ■ 13. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL CONTACTORS ON ALL : ELECTRICAL OUTLETS, JUNCTION 15OXES, ETC. LOCATED UNDER ANY CLASS I EXHAUST HOOD SO AS TO DISCONNECT UPON BARGREEN ELLINGSON SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR, ACTIVATION OF THE FIRE SUPPRESSION SYSTEM. � ■til . -� ELECTRICAL CONTRACTOR TO PROVIDE ALL ELECTRICAL -TYPE MATERIALS INCLUDING, BUT NOT LIMITED TO: WIRING, SWITCHES, SII _._ ■ p TRIP BREAKERS, ELECTRICAL PANELS, CORDS, PLUGS, COVERS, ETC. 15. ALL DIMENSIONS SHOWN ARE FROM GRID LINES, FINISHED WALLS OR FINISHED FLOORS TO CENTER LINE OF ELECTRICAL 125 J 1. ELECTRICAL CONTRACTOR SHALL PROVIDE THE KITCHEN EQUIPMENT CONTRACTOR WITH ELECTRICAL PANELIS) SIZE AND ■ 4 II v� 139 N =® ■ ■ mQ +24" 141 n ■ ■ +2411 � 142 ELECTRICAL PLAN 1. ALL ELECTRICAL ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON 9. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL COMPONENTS FOR WALK-IN REFRIGERATORS THE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE ELECTRICAL CONTRACTOR PER NATIONAL AND AND FREEZERS INCLUDING, BUT NOT LIMITED TO: LIGHTS, DOOR VENTS, SOLENOIDS, TIME CLOCKS, DEFROST CIRCUITS, DOOR LOCAL CODES. HEATER, AND INTERCONNECTIONS BETWEEN REMOTE COMPRESSORS AND INTERIOR MOUNTED EVAPORATOR COILS. ELECTRICAL SHALL ALSO PROVIDE D18CONNECT6 AND THERMO-OVERLOAD PROTECTION FOR COMPRE550R6. 2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL STAINLESS STEEL OUTLET AND RECEPTACLE COVERS IN SERVICE AREAS. 10. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL HEAT TAPE ON DRAIN LINES IN DANGER OF FREEZING. VERIFY LENGTH WITH REFRIGERATION CONTRACTOR 3. THE ELECTRICAL CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE THE ARCHITECT'S PLAN SET FOR ADDITIONAL ELECTRICAL REQUIREMENTS INCLUDING OFFICE, MENU 11. THE ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTS AT THE POWER BOX FOR EACH ICE MACHINE HEAL). BOARDS, TELEPHONE AND DATA LINES, ETC. 12. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE INTERCONNECT SWITCHING BETWEEN THE n 4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FUSED DISCONNECTS FOR EQUIPMENT HOOK-UPS AS REQUIRED BY CODE AND KITCHEN HOOD EXHAUST FANS AND THE KITCHEN MAKE-UP AIR SYSTEMS AS REQUIRED PER LOCAL CODE AND AUTHORITIES. LABELING. 13. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL CONTACTORS ON ALL 5. ALL ELECTRICAL ROUGH -IN WORK AND ALL FINAL CONNECTIONS FOR ALL ITEMS SHOWN AND SPECIFIED ON THESE PLANS BY ELECTRICAL OUTLETS, JUNCTION 15OXES, ETC. LOCATED UNDER ANY CLASS I EXHAUST HOOD SO AS TO DISCONNECT UPON BARGREEN ELLINGSON SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR, ACTIVATION OF THE FIRE SUPPRESSION SYSTEM. (o. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE 14. ELECTRICAL CONTRACTOR SHALL VERIFY REQUIREMENTS OF CASH REGISTERS, PRINTERS, COMPUTERS, SOUND SYSTEM, ETC. -� ELECTRICAL CONTRACTOR TO PROVIDE ALL ELECTRICAL -TYPE MATERIALS INCLUDING, BUT NOT LIMITED TO: WIRING, SWITCHES, INCLUDING CONDUIT RUNS AND DEDICATED / ISOLATED OUTLET REQUIREMENTS. Lill DISCONNECTS, FLEX, CONDUIT, CONTACTORS, TRANSFORMERS, THERMAL OVERLOAD PROTECTORS, MAGNETIC STARTERS, SHUNT p TRIP BREAKERS, ELECTRICAL PANELS, CORDS, PLUGS, COVERS, ETC. 15. ALL DIMENSIONS SHOWN ARE FROM GRID LINES, FINISHED WALLS OR FINISHED FLOORS TO CENTER LINE OF ELECTRICAL OUTLET BOXES. HEIGHTS ARE NOT TO BE TAKEN FROM CURBS OR PLATFORMS. 1. ELECTRICAL CONTRACTOR SHALL PROVIDE THE KITCHEN EQUIPMENT CONTRACTOR WITH ELECTRICAL PANELIS) SIZE AND RECEIVED CITY OF 1 UKWILA NUV 18 2016 0 l - 00 O O O 34 32 36 231 +14" 1c='TLS;=;NC;r N1 o_: ;..I\IT' L2 mo Fffl; 0 2-102A C' _ 8 +1211 121_ 1011 1 _811 `E 22 � -4" 13 21 i d1_51 i--\ rc 61 ., [IN o ■ o ■ 1 : ■ ■ ■ 2 ■ ■ ■ 1 : ■ 1 811 811TT ; 1 ■ ■ ■ ■ TT 9 0 O ■ 1 : 1 223 *14° FS 0 210 28 26 FS 219 0 24 FS 10 +14° 223 ■ FS 218 211 FS 219 1 i 4___ ■ ■ ..___...._...._... _........__.................. _........._...._..._....._.._.....__._.._......._...._................__..._...._..---.............. ._....._.__._...._.._...._..._._._......_....... _...... .... ...._..----........__.._._........ ........_._.... ....._.__...._......_.._...._._......... __._ 21.611 2'-1 ' V-1' L 2'4" 5'- ' 1" 1'-10 3'-4" 1 +12" +12" +18" +12" L412 -g215 218 215 ' 215 `219 211 '215 219 ■ ■ ■ ■ ■ 1 ■ ■ ■ ■ ■ ■ 1 ■ 1 ■ 0 ■ 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ : Y ■ ■ ■ ■ 1 : ■ ■ ■ i Y Y ■ ■ 484II 182 1 ■ ■ 1 j ■ ■ 1 ■ 182 FS 102 113 +IS" BORA & APP 183 181 +1811 DUMPLING ROOM 196 192119 1951,1,1 FS 41814 Ill 80 441 FS 114 -1'-1111 11 1'-6" ■ 1, 1.2.1 Le p ■ LO V ■ 2'-10"" ■ ii 46 1 I 11N�' I 1 11 I 11 " 4 JI -Ill 4 -S 8 1-4 8 31-1011 % 105 ' � - _:_ _- -- 11 - 124 124 124 132 +22 , �+3O Fg .1212.1 441W 69 68 FS 418, 68 136122 FS 1'-811 1 1P1 * 011 134 - -------------- --------- 134 D i- - i 83 +22 13 +18" 15 +30" 11 +30° 68 141 FS E 83 116 115 41 +IS" ROUT1= 12 +18" 51 % +24" ROUTE r- 1 I F -+18° 116 RO--FSC '' r�5 CHS O ; 11 3 81 +18 +1211 422 u u +18 40 1 ■ 1 4 ' O 93 +18" UTIT TF36 41 FROM CHASE 49 59 10510'1 94 +3011 99 +3011 41 +30" +1511 rs +1/J111 y�{a11 G 4611 +1811 FS +30" I 11 92 94 94 rJ 95 :'f% 00+_rL� 99 V 99 43 43 43 41 41 44 16 15 '211 __; _.........� �__; _._.....�--__.T._._...., �__T__� __T__� ; `f L----------- ------ -----------J------------ ---- --------------- LJ 5'-1" 3'-1" 2'-2" 2' 11911 21_511 111 5'_611 9' 0" 2'-5' I'-10" 2'-S' 32'-1" 2'-11" ° T-1" 92 43011 9 _\4W ° * " 42 * " 42 +12" 148 ■ 146 148 VERIFY ALL REQUIREMENTS NOT PROVIDED BY KEC. FLUMBING LEGEND- PLUMBING PLAN Scale: 1/4"=1'-0" FLUM51NG Noes 1. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE S. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRAINLINES FROM ICE BINS, ICE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE PLUMBING CONTRACTOR PER NATIONAL AND LOCAL PANS, ETC., SO AS TO ELIMINATE CONDENSATION FORMATION. CODES. 9, FLOOR SINKS $HALL BE FURNISHED AND INSTALLED 15Y THE PLUMBING CONTRACTOR IN LOCATIONS SHOWN, AND SUPPLIED 2. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE WITH 3/4 GRATE OR AS SPECIFIED. AREA DRAINS, IF REQUIRED, SHALL BE VERIFIED WITH THE ARCHITECT. PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, ETC. 10. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL REQUIREMENTS WHICH REQUIRE FLOOR PENETRATIONS DO Not CONFLICT WITH STRUCTURAL MEMBERS IN THE FLOOR. 3. PLUMBING CONTRACTOR SHALL SIZE, FURNISH AND INSTALL ALL GREASE TRAPS OR INTERCEPTORS AS REQUIRED AND COORDINATE SIZES AND LOCATIONS WITH KITCHEN EQUIPMENT CONTRACTOR. 11. THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAIN$ ON THE JOB SITE 50 AS TO ENSURE THE _ BEST SLOPE POSSIBLE OF THE 8ORROUNDING FLOOR TO THESE DRAINS. 4. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS SHUT-OFF VALVES FOR EACH PIECE OF EQUIPMENT WITH PERMANENT ID. TAGS AS WELL AS THE MAIN GAS VALVE(S). 12. PLUMBER SHALL FURNISH AND INSTALL PRESSURE REDUCING VALVE(S) AT DISHWASHER(S), GLASS WASHER(S), STEAMER(S) AND OTHER EQUIPMENT, AS REQUIRED. 1>� 5. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL DIRECT SINK WASTE LINES AND ALL INDIRECT EQUIPMENT WASTE LINES AS SHOWN ON PLANS PER LOCAL CODES, INCLUDING TRAPS, TAIL PIECES, LINE STRAINERS, AND WALK-IN CONDENSATE 13. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL WATER HEATERS FOR THIS - !� WASTE LINES, AS REQUIRED. INDIRECT WASTE LINE ROUTING THROUGH CABINETS SHALL BE IN A MANNER SO A$ TO MAXIMIZE PROJECT AND TO ENSURE ADEGVATE WATER SUPPLY FOR THE FOOD SERVICE EQUIPMENT. WATER TEMPERATURE TO THE '— USABLE STORAGE SPACE. DISHWASHER SHALL BE 140'. COORDINATE LOCATION OF WATER HEATER WITH KITCHEN EQUIPMENT CONTRACTOR ---1 6. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN IN COPPER AND TO BE PROVIDED 14. THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ro�` BY THE PLUMBER ONLY. SEE ARCHITECT'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. 1. ALL INDIRECT WASTE LINES TO HAVE A 211 MINIMUM AIR GAP ABOVE FLOOD RIM OF RECEIVING FIXTURE. RECEIVED ^' CITY OF TUWLA, NUd 18 2016 PERMIT CENTER (D Z LL Q Z D 2E 00 C9 ri N tM C X O CO C_ U_ 0- 0 m –� rn J 00 Q M O Q H CD C'4 r-0 H REVISION INFORMATION # START PERMIT 0 14114116 140TIUATER SUPPLY O COLD WATER SUPPLY ® DIRECT wrm OF FILTERED WATER 2 _ 514116 FLOOR SINK, NO GRATE 3 5110116 9130116 FLOOR SNK,1/2 GRATE - — 5127116 10110116 5 FLOOR SINK. 3/4 GRATE 10/27116 RH EL DRAIN 6124116 ARI=A / FLOOR DRAIN ® GAS CONNECTION O BEVERAGE CONDUIT 67UB-UP © STEAM CONNECTION /--� FIELD C044ECTION / DRAN LINE ® VERIFY CM SIZE t REa PLUMBING PLAN Scale: 1/4"=1'-0" FLUM51NG Noes 1. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE S. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRAINLINES FROM ICE BINS, ICE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE PLUMBING CONTRACTOR PER NATIONAL AND LOCAL PANS, ETC., SO AS TO ELIMINATE CONDENSATION FORMATION. CODES. 9, FLOOR SINKS $HALL BE FURNISHED AND INSTALLED 15Y THE PLUMBING CONTRACTOR IN LOCATIONS SHOWN, AND SUPPLIED 2. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE WITH 3/4 GRATE OR AS SPECIFIED. AREA DRAINS, IF REQUIRED, SHALL BE VERIFIED WITH THE ARCHITECT. PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, ETC. 10. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL REQUIREMENTS WHICH REQUIRE FLOOR PENETRATIONS DO Not CONFLICT WITH STRUCTURAL MEMBERS IN THE FLOOR. 3. PLUMBING CONTRACTOR SHALL SIZE, FURNISH AND INSTALL ALL GREASE TRAPS OR INTERCEPTORS AS REQUIRED AND COORDINATE SIZES AND LOCATIONS WITH KITCHEN EQUIPMENT CONTRACTOR. 11. THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAIN$ ON THE JOB SITE 50 AS TO ENSURE THE _ BEST SLOPE POSSIBLE OF THE 8ORROUNDING FLOOR TO THESE DRAINS. 4. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS SHUT-OFF VALVES FOR EACH PIECE OF EQUIPMENT WITH PERMANENT ID. TAGS AS WELL AS THE MAIN GAS VALVE(S). 12. PLUMBER SHALL FURNISH AND INSTALL PRESSURE REDUCING VALVE(S) AT DISHWASHER(S), GLASS WASHER(S), STEAMER(S) AND OTHER EQUIPMENT, AS REQUIRED. 1>� 5. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL DIRECT SINK WASTE LINES AND ALL INDIRECT EQUIPMENT WASTE LINES AS SHOWN ON PLANS PER LOCAL CODES, INCLUDING TRAPS, TAIL PIECES, LINE STRAINERS, AND WALK-IN CONDENSATE 13. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL WATER HEATERS FOR THIS - !� WASTE LINES, AS REQUIRED. INDIRECT WASTE LINE ROUTING THROUGH CABINETS SHALL BE IN A MANNER SO A$ TO MAXIMIZE PROJECT AND TO ENSURE ADEGVATE WATER SUPPLY FOR THE FOOD SERVICE EQUIPMENT. WATER TEMPERATURE TO THE '— USABLE STORAGE SPACE. DISHWASHER SHALL BE 140'. COORDINATE LOCATION OF WATER HEATER WITH KITCHEN EQUIPMENT CONTRACTOR ---1 6. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN IN COPPER AND TO BE PROVIDED 14. THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ro�` BY THE PLUMBER ONLY. SEE ARCHITECT'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. 1. ALL INDIRECT WASTE LINES TO HAVE A 211 MINIMUM AIR GAP ABOVE FLOOD RIM OF RECEIVING FIXTURE. RECEIVED ^' CITY OF TUWLA, NUd 18 2016 PERMIT CENTER (D Z LL Q Z D 2E 00 C9 ri N tM C X O CO C_ U_ 0- 0 m –� rn J 00 Q M O Q H CD C'4 r-0 H REVISION INFORMATION # START PERMIT 0 14114116 7122116 # REVISION 4118116_ DELTA 8/22116_ 2 _ 514116 919116 3 5110116 9130116 4 - — 5127116 10110116 5 j 6121/16 10/27116 6 6124116 - - 7- _ 6127116. - --] — — --- 8 6128116 — This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. ©2016 BARGREEN ELLINGSON INC. DRAWN BY: R. SMITH PROJECT MANAGER: J. UNSELL SHEET TITLE: PLUMBING ROUGH -IN PLAN SHEET NUMBER AF A =4 4OF6 PROJECT NUMBER 4153 0 C 0 21 8' 4' +48"-11" +4811-12' M — 1 �D cls N ■ r N 1 ■ AI -1011 +24"-121 ■ ■ : ■ ■ PERMIT LJ 11 ' 7122116 0 21 8' 4' +48"-11" +4811-12' M — 1 �D cls N ■ r N 1 ■ AI -1011 +24"-121 ■ ■ : ■ f ❑ I VERIFY ALL REQUIREMENTS NOT PROVIDED BY KEC. 1 ........................_... ....... .... - P i .. .................... a I I 34' -Il" US" GYP. SHEETROCK WALL MATERIAL (EXCEPT PAINT) PER ARCHITECT'S DRAWING (EXCEPT PAINT) 5/8" PLYWOOD PER WALL BACKING PLAN WALL FRAMIWs PER ARG141TECT'S DRAWINGS 5/8" GYP 514EE ROCK PLYWOOD WALL SACKING DETAIL Sca l& N.T.S. 0 Ilj h I i _ I ■alt■■taRuns ■lift■fff■ansa■t■■tf*name ttttt■■■lOsumi 2'-3" +24"-72" +48'-8411 2' 161-611 `-!■f■■rtirrt■■■■f■■t■■■■■fr■■/ff�f`tf�rffV/'Iff ff/ff/ff ff/fffff ff■ff/ff ff/fl i WALL BACKING NOTES I. GENERAL CONTRACTOR SHALL CONSULT WITH OWNER AND 13ARGREEN ELLINGSON AT THE TIME OF LAYOUT FOR WALL BACKING FOR CONFIRMATION OF ALL DIMENSIONS AND UP -DATE REQUIREMENTS. 2. WALL BACKING TO BE USED FOR WALL MOUNTED EQUIPMENT AND SHELVES. 3. WALL BACKING TO 15�5/8" PLYWOOD, WALL BACKING NOTED AS SM. TO BE 1(o - GAUGE SHEET METAL. 4. WALL BACKING TO BE BUILT INTO WALL 50 THAT FINISHED WALL 15 A FLUSH SURFACE, ❑■u■uuuuuruu■uuuuuu■■rr■urfuuuuf■u■uu■■■■■trurrr■■ruuuoruo■u■ ■ i ■ ■ ■ ■ ■ ■ 221-611 ■ ■ ■ ■ WALL BACKINfs +48"-CLG ■ ■ ■ ■ � 1 I i � I 1� fi ■ ■ ■ _.............._.........._...._........_........__.._._............__........_...._._.........._................. .__..._..............._.........._.._....__......_.._............... _.... ....._._._.._...................... _... ...__...._.................. .........................._.......... _......... ._............... ........ ..__......... ....... .......................................... ..._................ _.E ... I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 14-4" L4411.-. VVQAII" ■■■u■rf■uu■ ■■■■v■■■u■rff■f■■■■ SRA- & APPS. 21' ■■■fur■u■■■■�■■u■�■r■■��r■uuuuuuurfrorurfqu■rrf■ru�ururau■■uu■■r I I I __j t___......... -- ■ PERMIT ■ 4114116 ' 7122116 # REVISION DELTA ■ 4118116 ■ 2 ■ 1 3 4 5 5110116 5127116 6121116 9130116 10110/16 10127116 ■ 6124116 6127116 ■ 8 ■ ❑ ■ i ■ r ---------------------- -------`------------.-.-----j ■ I ■ I ■ ■ ■ ❑ ■ r ■ ■ ■ ■ ■ ■ r ■ f ❑ I VERIFY ALL REQUIREMENTS NOT PROVIDED BY KEC. 1 ........................_... ....... .... - P i .. .................... a I I 34' -Il" US" GYP. SHEETROCK WALL MATERIAL (EXCEPT PAINT) PER ARCHITECT'S DRAWING (EXCEPT PAINT) 5/8" PLYWOOD PER WALL BACKING PLAN WALL FRAMIWs PER ARG141TECT'S DRAWINGS 5/8" GYP 514EE ROCK PLYWOOD WALL SACKING DETAIL Sca l& N.T.S. 0 Ilj h I i _ I ■alt■■taRuns ■lift■fff■ansa■t■■tf*name ttttt■■■lOsumi 2'-3" +24"-72" +48'-8411 2' 161-611 `-!■f■■rtirrt■■■■f■■t■■■■■fr■■/ff�f`tf�rffV/'Iff ff/ff/ff ff/fffff ff■ff/ff ff/fl i WALL BACKING NOTES I. GENERAL CONTRACTOR SHALL CONSULT WITH OWNER AND 13ARGREEN ELLINGSON AT THE TIME OF LAYOUT FOR WALL BACKING FOR CONFIRMATION OF ALL DIMENSIONS AND UP -DATE REQUIREMENTS. 2. WALL BACKING TO BE USED FOR WALL MOUNTED EQUIPMENT AND SHELVES. 3. WALL BACKING TO 15�5/8" PLYWOOD, WALL BACKING NOTED AS SM. TO BE 1(o - GAUGE SHEET METAL. 4. WALL BACKING TO BE BUILT INTO WALL 50 THAT FINISHED WALL 15 A FLUSH SURFACE, ❑■u■uuuuuruu■uuuuuu■■rr■urfuuuuf■u■uu■■■■■trurrr■■ruuuoruo■u■ ■ i ■ ■ ■ ■ ■ ■ 221-611 ■ ■ ■ ■ WALL BACKINfs +48"-CLG ■ ■ ■ ■ � 1 I i � I 1� fi ■ ■ ■ _.............._.........._...._........_........__.._._............__........_...._._.........._................. .__..._..............._.........._.._....__......_.._............... _.... ....._._._.._...................... _... ...__...._.................. .........................._.......... _......... ._............... ........ ..__......... ....... .......................................... ..._................ _.E ... I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 14-4" L4411.-. VVQAII" ■■■u■rf■uu■ ■■■■v■■■u■rff■f■■■■ SRA- & APPS. 21' ■■■fur■u■■■■�■■u■�■r■■��r■uuuuuuurfrorurfqu■rrf■ru�ururau■■uu■■r I I I __j t___......... -- 2' I'-11" +36"-12 WALL -BACKING PLAN Scale: 1/4"=1'-0" L1-11 RECEIVED CITY OF TUKWILA-= NOV 18 20`16 PERMIT CENTER' Q z D E V5 O -0 Q) 21 co 0. W I - Z W U I - Z) 0 U) REVISION INFORMATION # ■ ■ PERMIT ■ 4114116 ' 7122116 # REVISION DELTA ■ 4118116 ■ 2 ■ 9/9116 3 4 5 5110116 5127116 6121116 9130116 10110/16 10127116 ■ 6124116 6127116 ■ 8 ■ ❑ ■ i ■ r ---------------------- -------`------------.-.-----j ■ I ■ I ■ ■ ■ ■ ■ ■ I ■ 2' I'-11" +36"-12 WALL -BACKING PLAN Scale: 1/4"=1'-0" L1-11 RECEIVED CITY OF TUKWILA-= NOV 18 20`16 PERMIT CENTER' Q z D E V5 O -0 Q) 21 co 0. W I - Z W U I - Z) 0 U) REVISION INFORMATION # START PERMIT 0 4114116 ' 7122116 # REVISION DELTA 4118116 8122116 2 5/4116 9/9116 3 4 5 5110116 5127116 6121116 9130116 10110/16 10127116 6 7 6124116 6127116 — j 8 6/28/16 — This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. ©2016 BARGREEN ELLINGSON INC. DRAWN BY: R. SMITH PROJECT MANAGER: J. UNSELL SHEET TITLE: WALL -BACKING PLAN SHEET NUMBER K=5 5OF6 PROJECT NUMBER 4153 ❑ N p u TBA SY PURVEYOR TBD BY PURVEYOR ........ 1. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE 8. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRAINLINES FROM ICE BINS, ICE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE PLUMBING CONTRACTOR PER NATIONAL AND LOCAL FLOOR SMK, NO GRATE N p u TBA SY PURVEYOR TBD BY PURVEYOR VERIFY ALL REQUIREMENTS NOT PROVIDED BY KEC. UNDERSL 4B LEGEND SYMBOL MCRIPTION 1. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE 8. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRAINLINES FROM ICE BINS, ICE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE PLUMBING CONTRACTOR PER NATIONAL AND LOCAL FLOOR SMK, NO GRATE CODES. ■ ■ FLOOR SINK, 1/2 GRATE 2. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE WITH 3/4 GRATE OR AS SPECIFIED. AREA DRAINS, IF REQUIRED, SHALL BE VERIFIED WITH THE ARCHITECT. PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SINK FLOOR SINK, 3/4 GRATE ® AREA / FLOOR DRAIN ® BEVERAGE CONDUIT STUB -UP O ELECTRICAL STUB /--\ FIELD CONNECTION BEST SLOPE POSSIBLE OF THE SURROUNDING FLOOR TO THESE DRAINS. 4. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS SHUT-OFF VALVES FOR EACH PIECE OF EQUIPMENT WITH _I PERMANENT I.D. TAGS AS WELL AS THE MAIN GAS VALVE(S). ■ ■ AND OTHER EQUIPMENT, AS REQUIRED. S. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL DIRECT SINK WASTE LINES AND ALL INDIRECT EQUIPMENT WASTE ■ LINES AS SHOWN ON PLANS PER LOCAL CODES, INCLUDING TRAPS, TAIL PIECES, LINE STRAINERS, AND WALK-IN CONDENSATE 13. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL WATER HEATERS FOR THIS !! WASTE LINES, AS REQUIRED. INDIRECT WASTE LINE ROUTING THROUGH CABINETS SHALL BE IN A MANNER SO AS TO MAXIMIZE PROJECT AND TO ENSURE ADEQUATE WATER SUPPLY FOR THE FOOD SERVICE EQUIPMENT. WATER TEMPERATURE TO THE -- USABLE STORAGE SPACE. ■ 6. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN IN COPPER AND TO BE PROVIDED 14. THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOW ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ■ ■ ONLY. SEE ARCHITECT'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. 1. ALL INDIRECT WASTE LINES TO HAVE A 2" MINIMUM AIR GAP ABOVE FLOOD RIM OF RECEIVING FIXTURE. RECEIVED_. CITY OF TUKWILA- NOV 18 2016 == ■ PERMIT CENTER-, DUMP ING R �M ■ Q, ■ 4'-5" : : : : : ■ ■ : ■ VERIFY ALL REQUIREMENTS NOT PROVIDED BY KEC. UNDERSL 4B LEGEND SYMBOL MCRIPTION 1. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE 8. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRAINLINES FROM ICE BINS, ICE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE PLUMBING CONTRACTOR PER NATIONAL AND LOCAL FLOOR SMK, NO GRATE CODES. ■ ■ FLOOR SINK, 1/2 GRATE 2. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE WITH 3/4 GRATE OR AS SPECIFIED. AREA DRAINS, IF REQUIRED, SHALL BE VERIFIED WITH THE ARCHITECT. PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SINK FLOOR SINK, 3/4 GRATE ® AREA / FLOOR DRAIN ® BEVERAGE CONDUIT STUB -UP O ELECTRICAL STUB /--\ FIELD CONNECTION BEST SLOPE POSSIBLE OF THE SURROUNDING FLOOR TO THESE DRAINS. 4. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS SHUT-OFF VALVES FOR EACH PIECE OF EQUIPMENT WITH _I PERMANENT I.D. TAGS AS WELL AS THE MAIN GAS VALVE(S). ■ ■ AND OTHER EQUIPMENT, AS REQUIRED. S. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL DIRECT SINK WASTE LINES AND ALL INDIRECT EQUIPMENT WASTE ■ LINES AS SHOWN ON PLANS PER LOCAL CODES, INCLUDING TRAPS, TAIL PIECES, LINE STRAINERS, AND WALK-IN CONDENSATE 13. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL WATER HEATERS FOR THIS !! WASTE LINES, AS REQUIRED. INDIRECT WASTE LINE ROUTING THROUGH CABINETS SHALL BE IN A MANNER SO AS TO MAXIMIZE PROJECT AND TO ENSURE ADEQUATE WATER SUPPLY FOR THE FOOD SERVICE EQUIPMENT. WATER TEMPERATURE TO THE -- USABLE STORAGE SPACE. ■ 6. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN IN COPPER AND TO BE PROVIDED 14. THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOW ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ■ ■ ONLY. SEE ARCHITECT'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. 1. ALL INDIRECT WASTE LINES TO HAVE A 2" MINIMUM AIR GAP ABOVE FLOOD RIM OF RECEIVING FIXTURE. RECEIVED_. CITY OF TUKWILA- NOV 18 2016 == ■ PERMIT CENTER-, DUMP ING R �M ■ Q, ■ 4'-5" : : : : ■ ■ ■ ❑ __ ❑ ❑ ❑ ■ VERIFY ALL REQUIREMENTS NOT PROVIDED BY KEC. UNDERSL 4B LEGEND SYMBOL MCRIPTION 1. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE 8. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRAINLINES FROM ICE BINS, ICE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE PLUMBING CONTRACTOR PER NATIONAL AND LOCAL FLOOR SMK, NO GRATE CODES. ■ ■ FLOOR SINK, 1/2 GRATE 2. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE WITH 3/4 GRATE OR AS SPECIFIED. AREA DRAINS, IF REQUIRED, SHALL BE VERIFIED WITH THE ARCHITECT. PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SINK FLOOR SINK, 3/4 GRATE ® AREA / FLOOR DRAIN ® BEVERAGE CONDUIT STUB -UP O ELECTRICAL STUB /--\ FIELD CONNECTION UNDER5LA5 PLAN Scale: 1/4"=1'-O" FLUME3ING NOTES ■ 1. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE 8. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRAINLINES FROM ICE BINS, ICE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE PLUMBING CONTRACTOR PER NATIONAL AND LOCAL ■ CODES. ■ ■ ■ 2. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE WITH 3/4 GRATE OR AS SPECIFIED. AREA DRAINS, IF REQUIRED, SHALL BE VERIFIED WITH THE ARCHITECT. PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, ETC. 10. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL ' REQUIREMENTS WHICH REQUIRE FLOOR PENETRATIONS DO NOT CONFLICT WITH STRUCTURAL MEMBERS IN THE FLOOR 3. PLUMBING CONTRACTOR SHALL SIZE, FURNISH AND INSTALL ALL GREASE TRAPS OR INTERCEPTORS AS REQUIRED AND COORDINATE SIZES AND LOCATIONS WITH KITCHEN EQUIPMENT CONTRACTOR. 11, THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAINS ON THE JOB SITE SO A$ To ENSURE THE BEST SLOPE POSSIBLE OF THE SURROUNDING FLOOR TO THESE DRAINS. 4. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS SHUT-OFF VALVES FOR EACH PIECE OF EQUIPMENT WITH _I PERMANENT I.D. TAGS AS WELL AS THE MAIN GAS VALVE(S). 12. PLUMBER SHALL FURNISH AND INSTALL PRESSURE REDUCING VALVE(S) AT DISHWASHER(S), GLASS WASHER(S), STEAMER(S) ■ AND OTHER EQUIPMENT, AS REQUIRED. S. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL DIRECT SINK WASTE LINES AND ALL INDIRECT EQUIPMENT WASTE ■ LINES AS SHOWN ON PLANS PER LOCAL CODES, INCLUDING TRAPS, TAIL PIECES, LINE STRAINERS, AND WALK-IN CONDENSATE 13. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL WATER HEATERS FOR THIS !! WASTE LINES, AS REQUIRED. INDIRECT WASTE LINE ROUTING THROUGH CABINETS SHALL BE IN A MANNER SO AS TO MAXIMIZE PROJECT AND TO ENSURE ADEQUATE WATER SUPPLY FOR THE FOOD SERVICE EQUIPMENT. WATER TEMPERATURE TO THE -- USABLE STORAGE SPACE. ■ 6. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN IN COPPER AND TO BE PROVIDED 14. THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOW ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ■ ■ ONLY. SEE ARCHITECT'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. 1. ALL INDIRECT WASTE LINES TO HAVE A 2" MINIMUM AIR GAP ABOVE FLOOD RIM OF RECEIVING FIXTURE. RECEIVED_. CITY OF TUKWILA- NOV 18 2016 == ■ PERMIT CENTER-, DUMP ING R �M Q, ■ 4'-5" : : : : ■ UNDER5LA5 PLAN Scale: 1/4"=1'-O" FLUME3ING NOTES 1. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE 8. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRAINLINES FROM ICE BINS, ICE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY THE PLUMBING CONTRACTOR PER NATIONAL AND LOCAL PANS, ETC., SO AS TO ELIMINATE CONDENSATION FORMATION. CODES. 9. FLOOR SINKS SHALL BE FURNISHED AND INSTALLED BY THE PLUMBING CONTRACTOR IN LOCATIONS SHOWN, AND SUPPLIED 2. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE WITH 3/4 GRATE OR AS SPECIFIED. AREA DRAINS, IF REQUIRED, SHALL BE VERIFIED WITH THE ARCHITECT. PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, ETC. 10. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL ' REQUIREMENTS WHICH REQUIRE FLOOR PENETRATIONS DO NOT CONFLICT WITH STRUCTURAL MEMBERS IN THE FLOOR 3. PLUMBING CONTRACTOR SHALL SIZE, FURNISH AND INSTALL ALL GREASE TRAPS OR INTERCEPTORS AS REQUIRED AND COORDINATE SIZES AND LOCATIONS WITH KITCHEN EQUIPMENT CONTRACTOR. 11, THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAINS ON THE JOB SITE SO A$ To ENSURE THE BEST SLOPE POSSIBLE OF THE SURROUNDING FLOOR TO THESE DRAINS. 4. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS SHUT-OFF VALVES FOR EACH PIECE OF EQUIPMENT WITH _I PERMANENT I.D. TAGS AS WELL AS THE MAIN GAS VALVE(S). 12. PLUMBER SHALL FURNISH AND INSTALL PRESSURE REDUCING VALVE(S) AT DISHWASHER(S), GLASS WASHER(S), STEAMER(S) AND OTHER EQUIPMENT, AS REQUIRED. S. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL DIRECT SINK WASTE LINES AND ALL INDIRECT EQUIPMENT WASTE LINES AS SHOWN ON PLANS PER LOCAL CODES, INCLUDING TRAPS, TAIL PIECES, LINE STRAINERS, AND WALK-IN CONDENSATE 13. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL WATER HEATERS FOR THIS !! WASTE LINES, AS REQUIRED. INDIRECT WASTE LINE ROUTING THROUGH CABINETS SHALL BE IN A MANNER SO AS TO MAXIMIZE PROJECT AND TO ENSURE ADEQUATE WATER SUPPLY FOR THE FOOD SERVICE EQUIPMENT. WATER TEMPERATURE TO THE -- USABLE STORAGE SPACE. DISHWASHER SHALL BE 1400. COORDINATE LOCATION OF WATER HEATER WITH KITCHEN EQUIPMENT CONTRACTOR -- 6. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN IN COPPER AND TO BE PROVIDED 14. THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOW ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT BY THE PLUMBER ONLY. SEE ARCHITECT'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. 1. ALL INDIRECT WASTE LINES TO HAVE A 2" MINIMUM AIR GAP ABOVE FLOOD RIM OF RECEIVING FIXTURE. RECEIVED_. CITY OF TUKWILA- NOV 18 2016 == PERMIT CENTER-, M S P E C I F I CATION S Item 145 Vinyl foam NSF gasket (1/16" joint thickness), Cam -lock layout #2 SPECIAL INSTRUCTIONS Meets 2009 Federal Energy Independence and Security Act Requirements. Meets 2015 Washington State Energy Code. Min. R value freezer walls and ceilings R-32. Min. R value freezer floors R-28. Min. R value cooler walls and ceilings R-25. Doors 45" wide x 84" tall or less are self-closing. Standard crating WALL PANELS Construction: 4" high density urethane Exterior Finish: Stucco galvalume Interior Finish: Stucco galvalume Ceiling connections: Camlock Floor connections: Camlock CEILING PANELS Construction: 4" high density urethane Exterior Finish: Metal Interior Finish: Stucco galvalume Ceiling Caps: Factory mounted Live Load: 10 psf FLOOR PANELS Model: Hand -Truck Floor panels model #HTFN (NSF) Construction: 4" high density urethane w/ .080 smooth aluminum @ interior over 1/2" plywood w/ Metal @ exterior w/ 36" deep model #HTFi interior ramp DOORS [A]: 36" x 78" flush model G3 self-closing freezer door *** LEAF NOT RAISED FOR FLOORING *** Frame: 4" high density urethane, 3 -sided w/ Stucco galvalume (ext. & int.) w/ 24 ga. stainless steel 430 (magnetic) liners w/ 4 -sided heat cable in frame [FL -4-114W] (25'-5" x 5 ohms @ 4.5 watts/fit + Pepi - 120V, 1A) Leaf: 4" thick, 3 -side lap, standard height w/ Stucco galvalume (ext. & int.) w/ Magnetic gasket (3) Kason #1248A spring assisted adjustable hinge (1) Kason #27C cylinder locking deadbolt handle (1) Kason #27C twist -off knob inside release (1) Kason #1094 hydraulic door closer (1) Single pole toggle switch w/ pilot light @ ext. (1) Analog 2" flush mount dial thermometer (12" capillary) (1) Terminal J -box @ interior w/ concealed conduit (1) Terminal J -box @ interior w/ concealed conduit (1) Kason 1832 heated air vent (23W, 120V, .2A) (1) .080 smooth aluminum threshold [B]: 36" x 78" flush model G3 self-closing cooler door *** LEAF NOT RAISED FOR FLOORING *** Frame: 4" high density urethane, 3 -sided w/ Stucco galvalume (ext. & int.) W/ 24 ga. stainless steel 430 (magnetic) liners Leaf: 4" thick, 3 -side lap, standard height w/ Stucco galvalume (ext. & int.) w/ Magnetic gasket (3) Kason #1248A spring assisted adjustable hinge (1) Kason #27C cylinder locking deadbolt handle (1) Kason #27C twist -off knob inside release (1) Kason #1094 hydraulic door closer (1) Single pole toggle switch w/ pilot light @ ext. (1) Analog 2" flush mount dial thermometer (12" capillary) (1) Terminal J -box @ interior w/ concealed conduit (1) .080 smooth aluminum threshold R E V I S I O N S #1: Changed door [B] Placement and ramp placement NSF LABEL N.S.F. LISTED (STD #7) COMPONENT N.S.F. GASKET @ ALL PANEL JOINTS THE MINIMUM BTU'S SHOWN ARE BASED ON NSF STANDARD #7, SECTION 5, PARAGRAPH 5.36.7, REQUIREMENT$ (REF. TABLE 1). THESE NUMBERS ARE NOT INTENDED TO BE USED FOR SIZING OF REFRIGERATION UNITS FOR THIS WALK-IN. IMPERIAL BROWN RECOMMEND$ CONSULTING WITH A WALIFIED ENGINEER OR CONTRACTOR CONTRACTOR. PARTS (5) ea. Kason #1808 vapor proof LED light fixture (LED lamp built-in.) (1) ea. Chase EconoClear Bi -Parting Vinyl Door For Cooler Applications 36"x78" Net Opening (10) ea (2" x 2") x 96" stucco galvalume interior seismic tie down @ ceiling level (37) ea. Prefabricated floor seismic restraint system STANDARD NOTES To prevent condensation, a minimum 2" from the walk-in exterior surface is required. High humidity conditions may require force ventilation in addition to clearance. Installation site floor must be true and level within 3/36" per 10' or additional costs may be incurred. WARNING - ELECTRICAL SEAL After wiring devices, ALL conduits must be sealed to stop moisture transfer through electrical raceways. Failure to seal device per NEC codes WILL VOID WARRANTY. J n CL0CW 19 d7 d7 d7 dd VA SPL 19R 7118 16'-4" [196] FREEZER 47 IM 27'-0' [324] 44 44 30 J 1 DESIGN CRITERIA: BASIC DESIGN LOADS: MINIMUM INTERNAL LATERAL LOAD = 5 PSF CEILING DL = 5 PSF CEILING LL = 10 PSF SEISMIC DESIGN DATA: SEISMIC PARAMETERS: Ss = 1.473 g S1 = 0.551 g SDs = 0.982 g SDC =D CEILING PANELS 7R_E:1V1'1CWCL► rOR DCOMPLIANCE ,� APPROVED JAN 2 5 2017 Ci of 7ukwi[_a' BUILDING DIVISION Please verify this dimension is okay, your red lines stated 96" but you check that 128' for overall dimension was okay, so i used the overall and the 30' 128 /— for door placement. 98 ----- ----- ----- ----� ---------------- , n I CP CP CP CP 111C6 CORRECTION DRW#: 16 -IB -91574-01 4 C2 C3 C4 C5 0. Cal I LTR#_-4-- I c U L O O,n } ? N _v W7 1 I M 12 II 2 II I C7 I I 3 LO N� 4 I Z 3 CITY OF WKWIL/. ----------- 16'-4" [196] FREEZER 47 IM 27'-0' [324] 44 44 30 J 1 DESIGN CRITERIA: BASIC DESIGN LOADS: MINIMUM INTERNAL LATERAL LOAD = 5 PSF CEILING DL = 5 PSF CEILING LL = 10 PSF SEISMIC DESIGN DATA: SEISMIC PARAMETERS: Ss = 1.473 g S1 = 0.551 g SDs = 0.982 g SDC =D CEILING PANELS 7R_E:1V1'1CWCL► rOR DCOMPLIANCE ,� APPROVED JAN 2 5 2017 Ci of 7ukwi[_a' BUILDING DIVISION Please verify this dimension is okay, your red lines stated 96" but you check that 128' for overall dimension was okay, so i used the overall and the 30' 128 /— for door placement. 98 m 12 © 11/18/201f CLM 10 12/1/2016 BY: CLM CHK'D BY: CORRECTION DRW#: 16 -IB -91574-01 BOX: 1 PNL T 47 WIS 227/8 WIG 1 OF 4 LTR#_-4-- c U L O O,n } ? N _v W7 M 12 16'-4" [196] FREEZER 47 IM 27'-0' [324] 44 44 30 J 1 DESIGN CRITERIA: BASIC DESIGN LOADS: MINIMUM INTERNAL LATERAL LOAD = 5 PSF CEILING DL = 5 PSF CEILING LL = 10 PSF SEISMIC DESIGN DATA: SEISMIC PARAMETERS: Ss = 1.473 g S1 = 0.551 g SDs = 0.982 g SDC =D CEILING PANELS 7R_E:1V1'1CWCL► rOR DCOMPLIANCE ,� APPROVED JAN 2 5 2017 Ci of 7ukwi[_a' BUILDING DIVISION Please verify this dimension is okay, your red lines stated 96" but you check that 128' for overall dimension was okay, so i used the overall and the 30' 128 /— for door placement. 98 k TAMARAC c ipC3RpV 6 N 0 1 N 4 E R I N 0 812 & LA CASSIA DRIVE, 6016th IDAHO 8370.5 PHONE 208.94 A41 FAX, 208.34$.8918 EAIAU.:)> I FIRM REQ0:60349 z O 0 Z J LU 0 Z¢ ZLLJQ LLJ� �� Q— Iii W Z 5 m E F' 0w4� v o H d z o: 3� O b IEEW g O Lou O Q■ Z tvZ Z $ U_0 F f2 O J C9 w O oL M Cy w m o G p a F- z {- O O�� 0OC-Uo n. _ 8 u c IL OI OI Ol z Z CO) Z z �-P�L0M 0 , 0 0 E,L001 to Lo 0 0 fxCO� a mm-� dz'dLoL i. at`s off. .. � 04 REV# DATE 10 711 © 11/18/201f CLM DATE PRINTED: 12/1/2016 BY: CLM CHK'D BY: CORRECTION DRW#: 16 -IB -91574-01 BOX: 1 PNL T 47 WIS 227/8 WIG 1 OF 4 LTR#_-4-- Z:CJ 3 LO N� RECEIVED Z 3 CITY OF WKWIL/. 4 a 2 COOLER DEC 22 2016 of 3 PERMIT CENTER N Ea° W22 W21 W2 47 47 325/16 v WALL PANELS k TAMARAC c ipC3RpV 6 N 0 1 N 4 E R I N 0 812 & LA CASSIA DRIVE, 6016th IDAHO 8370.5 PHONE 208.94 A41 FAX, 208.34$.8918 EAIAU.:)> I FIRM REQ0:60349 z O 0 Z J LU 0 Z¢ ZLLJQ LLJ� �� Q— Iii W Z 5 m E F' 0w4� v o H d z o: 3� O b IEEW g O Lou O Q■ Z tvZ Z $ U_0 F f2 O J C9 w O oL M Cy w m o G p a F- z {- O O�� 0OC-Uo n. _ 8 u c IL OI OI Ol z Z CO) Z z �-P�L0M 0 , 0 0 E,L001 to Lo 0 0 fxCO� a mm-� dz'dLoL i. at`s off. .. � 04 REV# DATE BY © 11/18/201f CLM DATE PRINTED: 12/1/2016 BY: CLM CHK'D BY: DRW#: 16 -IB -91574-01 BOX: 1 OF 2 SHEET: 1 OF 4 DO NOT SCALE THIS DRAWING SCALE: 3/16" = V-0" DATE DRAWN: 19/31/2016 DATE PRINTED: 12/1/2016 BY: CLM CHK'D BY: DRW#: 16 -IB -91574-01 BOX: 1 OF 2 SHEET: 1 OF 4 Yui/6-o/73 J CL N v 561/8 1, 705/16 101/16 36 101/16 1. Backing @ int. for strip curtain E ELEVATION 5 co Ln -j a ca FLOOR PANELS VA DATE � 0 !! 11/18/2016 E I I II i VC11, 0 0 Q 0 Z b r cc I I I I SHEET: 2 OF 4 JL [A] 1 I Iqr ��o z IL � IN 00 w I a, 2 I !! !! I I Z OZ 00 O V o j� ro��� z o � x O I I o zl � ZI � 0� II I I I I II I IW16 W15 I I I I I W14 W13 W12 W11 [B] E ELEVATION 5 co Ln -j a ca FLOOR PANELS VA co co (XLEVATION 2 RECEIVrD CITY OF T(.IMILS DEC 22 2016 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 5 2017 City of Tukwila BUILDING DIVISION EXPIRES: 5/18/___IL _� TAMARACK 'GROVE'`': R N© I N 9 6 R I N B 812 8. LA CASSIA DRWE, 0016E, IDAHO 83705 RHONE: 208.34SS41 FAX: 20&348.8848 EAIAII.:I �TILrrows.cam FIRM REGISTRATION n: 603490470 i 0 O Cn (5 Z LLJ C)J J Z� Z Lu J — J Ir rQ fzw z5 Q fn H Uj :? V DATE � 0 !! 11/18/2016 E I I II i BY: 0 0 Q 0 Z b r cc I I I I SHEET: 2 OF 4 JL [A] 1 co co (XLEVATION 2 RECEIVrD CITY OF T(.IMILS DEC 22 2016 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 5 2017 City of Tukwila BUILDING DIVISION EXPIRES: 5/18/___IL _� TAMARACK 'GROVE'`': R N© I N 9 6 R I N B 812 8. LA CASSIA DRWE, 0016E, IDAHO 83705 RHONE: 208.34SS41 FAX: 20&348.8848 EAIAII.:I �TILrrows.cam FIRM REGISTRATION n: 603490470 i 0 O Cn (5 Z LLJ C)J J Z� Z Lu J — J Ir rQ fzw z5 Q fn H Uj :? V DATE � 0 Al 11/18/2016 CLM DATE PRINTED: 12/1/2016 BY: 0 Q 0 Z b r BOX: 1 OF 2 SHEET: 2 OF 4 Ez ZZ o0— Uj ��o z ZoWLU � IN 00 w iE Z OZ 00 O V o j� ro��� z o � x O �. o ¢ :3 zl � ZI � 0� ����M 0. 0 od+�LOC\2 rnrn�� D,.q14 co No M, ' dZ -6s�12: �CQaww REV# DATE BY Al 11/18/2016 CLM DATE PRINTED: 12/1/2016 BY: 0 CHK'D BY: A BOX: 1 OF 2 SHEET: 2 OF 4 DO NOT SCALE THIS DRAWING SCALE: 3/16"= V-0" DATE DRAWN: 10/31/2016 DATE PRINTED: 12/1/2016 BY: CLM CHK'D BY: DRW#: 16 -IB -91574-01 BOX: 1 OF 2 SHEET: 2 OF 4 N N r 6 112 u 10 10 7116 COMPONENT LOCATIONS R 117 R 119 COMPONENT LOCATIONS T�_ Seal under threshold with caulldng 1 112 35 718" 1 1/2 Edge Ibox LL7 N 16 ga. Galv. g I .080 Smooth aluminum co 18 ga. Stainless steel mtv '- ----------- -- CA M-'--------------------------------------------. Field drill 5116' hales 112' from edges Edge of mess d for (4) #14 x 314' FHSMS & (4)114' if applicable N dia. x 2' FH concrete sleeve anchors @ 12' olc 38 7/8" NOTE: Do to construction variables seal threshold/jamb joint w/ silicone NOTE: Fill all voids solid below threshold w/ urethane foam or grout a RAMP INSERT 36 x WIC -1/8' Ramp notch 37 314 - (Wall + 1/8") x WIC + 1/8" Wall + 1/8" 13/4 Offset stop @ Flush door frame Threshold � �I Fixed @ 13/4 Shop notch flr pnls for taper side lip 3/16' x 1 1/4" ame 36 Sides to be factory clad to match wearsurface " /4' Underlayment Wear surface w/ non-skid strips Floor panel " Exposed side wedge to be factory clad to match wearsurface stainless (smooth or diamond plate)floor = 20 ga. Stainless wedge clad Aluminum (smooth or diamond plate) floor = .080 smooth aluminum wedge clad Steel diamond plate or galvanized floor = 16 ga. Smooth galv wedge clad PRE—FAB FLOOR w Flush door Underlayment when specified see floor spec. 36" DEEP INTERIOR RAMP RECEIVED CITY OF 1 d.lKWILA DEC 22 2016 PERMIT CENTER REVIEWED FOR BODE COMPLIANCE APPROVED 'JAN 2 5 2017 City of Tukwila BUILDING DIVISION rAMAR.ACK 0ROVVt N© I N R E R I N Clf 812 S. LA CASSIA DRIVE, BOISE, IDAHO 83705 PHONE: 2083 X41 FAX 20&345.M$ EMAIL, bAwL ti tall ra FIRM REGISTRATION 0:603490470 O i� _Z J UJI .I < Z Q J F LL — _J Q��r� �� 00 1 C , W W O U DATE O ll'- ® C1 Z U CLM 0 IX 'S Z b 12/1/2016 �E� 0 W CL a7 Z ��vz BOX: _Z O = U tZ O 12 Z U J zdca Q QUj O � ZO w� M Q m � 12 U co ro re O 0 M co OG O F- 0 1- Z0 Lut Z = Q 0 Z OV = �(0ggo O NLU Z, zl k' Q) zl �Ujrn o0r,�' ;� Lo LO ro co 1:14 Q0 CO0 :~ �7WUmn dz-d�L's� ad a ar`;40 �C\2a°arm REV# DATE BY ® 11/18/2016 CLM DATE PRINTED: 12/1/2016 BY: 0 CHK'D BY: DRW#: 16 -IB -91574-01 BOX: 1 OF 2 11 3 OF 4 DO NOT SCALE THIS DRAWING SCALE: 3/16" = 1'-0" DATE DRAWN: 10/31/2016 DATE PRINTED: 12/1/2016 BY: CLM CHK'D BY: DRW#: 16 -IB -91574-01 BOX: 1 OF 2 SHEET: 3 OF 4 Cam -locks @ 24" O.C. Ceiling panel 2" x 2" x cont. x 26 ga. w/ #8 x 1/2" MTHSMS @ 12' olc at ea. leg w/ (4) #8 x 1/2' @ splices at ea. leg (lap 5' min.) Wall panel 1 CEILING TIE -DOWN DETAIL tl High density frame panel, camlock (NTS) Camlocks at 2, 1 1 1 1 7o- 0 0 0 SPLICE DETAIL Ceiling panel Cam -locks @ 24" O.C. 2' x 2' x cont. x 26 ga. wl #8 x 112" MTHSMS @ 12' olc at ea. leg w/ (4) #8 x 1/2' @ splices at ea. leg (lap 5" min.) loor Panel Simpson Titen HD @ 24' O.C. (min. embed= 2 314') 3 CAM LOCK & TIE -DOWN DETAIL t�4" High density wall 3 1/2" High density floor Finish Floor Wall panel CEILING TIE -DOWN DETAIL @ COMMON WALL (NTS)density frame panel, camlock PECEIIfED CITY OF WKWILA CLEC 22 2016 PERMIT CENTER ...REVIEWED FUR CODE COMPLIANCE APPROVED JAN 2 5 2017 City of Tukwila BUILDING DIVISION S EX"''R,EES:5/'13/J4-- ._._..._� TAMARACK GROVE Z N© 1 N C C R I N 0 812 & LA CASSIA DRIVE, SOME, IDAMO 83703 PHONE: 208.348.8$41 FAX: 208.345AM Err&, M FIRM REa18TRAT0 •: 603490470 Z to Z J Z¢ zQ UJ s = J LL J Er Q —may� a:W Z < cn H M - n o w U DATE oc O H Al � v CLM � O z o BY: ~E� A DRW#: 16 -IB -91574-01 U_ Z 1 OF 2 Uz oUj� 4 OF 4 pw � U QLY Uj U W m W 52 U4 co �d U co 00G U_ �j 612 ; E z O z O z R O O o z Z 5 E o Q2 d. O m �- oLU zl zl � 8 IMS �-P�LOM 11 ojr'L0CQ rnrn l P p3'� -o W MM LO LO aero- °°arZ CQa REV# DATE BY Al 11/18/2016 CLM 12/1/2016 BY: CLM A DRW#: 16 -IB -91574-01 A 1 OF 2 SHEET: 4 OF 4 DO NOT SCALE THIS DRAWING SCALE: 3/16" m V-0" DATE DRAWN: 10/31/2016 DATE PRINTED: 12/1/2016 BY: CLM CHK'D BY: DRW#: 16 -IB -91574-01 BOX: 1 OF 2 SHEET: 4 OF 4 SPECI PICATIGINS Item 104 Vinyl foam NSF gasket (1/16" joint thickness), Cam -lock layout #2 SPECIAL INSTRUCTIONS Meets 2009 Federal Energy Independence and Security Act Requirements. Meets 2015 Washington State Energy Code. Min. R value freezer walls and ceilings R-32. Min. R value freezer floors R-28. Min. R value cooler walls and ceilings R-25. Doors 45" wide x 84" tall or less are self-closing. Standard crating WALL PANELS Construction: 4" high density urethane Exterior Finish: Stucco galvalume Interior Finish: Stucco galvalume Ceiling connections: Camlock Floor connections: Angle screed CEILING PANELS Construction: 4' high density urethane Exterior Finish: Metal Interior Finish: Stucco galvalume Ceiling Caps: Factory mounted Live Load: 10 psf DOORS [A]: 36" x 78" flush model G3 self-closing cooler door *** LEAF WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE *** Frame: 4" high density urethane, 3 -sided w/ Stucco galvalume (ext. & int.) w/ 24 ga. stainless steel 430 (magnetic) liners Leaf: 4" thick, 3 -side lap, standard height w/ Stucco galvalume (ext. & int.) w/ Magnetic gasket (3) Kason #1248A spring assisted adjustable hinge (1) Kason #27C cylinder locking deadbolt handle (1) Kason #27C twist -off knob inside release (1) Kason #1094 hydraulic door closer (1) Modularm 75LC temperature monitor (1) Terminal J -box @ interior w/ concealed conduit [B]: 36" x 78" flush model G3 self-closing cooler door *** LEAF WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE *** Frame: 4" high density urethane, 3 -sided w/ Stucco galvalume (ext. & int.) w/ 24 ga. stainless steel 430 (magnetic) liners Leaf: 4" thick, 3 -side lap, standard height w/ Stucco galvalume (ext. & int.) w/ Magnetic gasket (3) Kason #1248A spring assisted adjustable hinge (1) Kason #27C cylinder locking deadbolt handle (1) Kason #27C twist -off knob inside release (1) Kason #1094 hydraulic door closer (1) Modularm 75LC temperature monitor (1) Terminal J -box @ interior w/ concealed conduit PARTS (4) ea. Kason #1808 vapor proof LED light fixture (LED lamp built-in.) (1) ea. Chase EconoClear Bi -Parting Vinyl Door for Cooler Application 36'x78" Net Opening (12) ea. (2" x 2") x 96" Stucco Galvalume Interior seismic tie -down @ Ceiling level (11) ea. (6" x 1 1/2") x 96" smooth galvanized Interior seismic tie -down @ Floor level (10) ea. Angle screed STANDARD NOTES To prevent condensation, a minimum 2" from the walk-in exterior surface is required. High humidity conditions may require force ventilation in addition to clearance. Installation site floor must be true and level within 3/36' per 10' or additional costs may be incurred. NSF LABEL N.S.F. LISTED (STD #7) COMPONENT N.S.F. GASKET 0 ALL PANEL JOINTS Cooler: 14000 BTUs 0 16 hrs/day THE MINIMUM BTU'S SHOWN ARE BASED ON NSF STANDARD #7, SECTION 5, PARAGRAPH 5.36.7, REQUIREMENTS (REF. TABLE 1). THESE NUMBERS ARE NOT INTENDED TO BE USED FOR SIZING OF REFRIGERATION UNITS FOR THIS WALK-IN. IMPERIAL BROWN RECOMMENDS CONSULTING WITH A QUALIFIED ENGINEER OR CONTRACTOR CONTRACTOR. WARNING - ELECTRICAL SEAL After wiring devices, ALL conduits must be sealed to stop moisture transfer through electrical raceways. Failure to seal device per NEC codes WILL VOID WARRANTY. 9 5/8 20 1/4 cc 26 .JZ a'n U3e c« 22 1/16 Common wall cams 11 1/2 10 10 1/2 20 1/2 15 3/8 21 1/16 35 a< CnQ 26 17 1/8 16 9/16 11 3/8 6 CD (D (o CD (D CD N (D r CD r CP (D r (D r (D r r \ co \ \ O CD \ r r \ Ll) T N \ Ln T N \ Ln N O Cr co d '- N r N Ill '- LD SPL II II U') '- Ln W '- TS L'- S L 9L SP I I I (� SPL CO SPL LO 23 47 267/8 36 13/16 47 47 I W BY 01 11/18/2016 I I I CP (o A W I I I Cl CP I I C2 CP G3 CP CP CP I I I C C C C7 Ca I I C9 P- —_ � — -P_7 rSPL I I _— _— SPL SPL II II \ I I I I C4 C I P CS C II II P C6—I-A d P I I I (� CO 3 LO 2 I I I II II 2 2 I I I L ----- II —J --- ----- I -----J arL CD (D \ \ r Ln r r O T r r am SrL 5rL SrL 5PL (D W BY 01 11/18/2016 CLM CD 12/1/2016 (o A W r r CD 2 OF 2 SHEET: 1 OF 2 r N \ \ r r � T Q) N (� CO r LO N Itt r (M 04 LO N P� r r r (D CD (D (D Common r r r r N wall i cams r n co a r o• 2 19'-0" [228] LIQ J G a y 10 20 1/2 35 21 1/16 26 21 1/16 26 18 7 3/8 CEILING PANELS T-10' [94] .46. u 11'-2" [134] DC i WALL PANELS DESIGN CRITERIA: BASIC DESIGN LOADS: MINIMUM INTERNAL LATERAL LOAD = 5 PSF CEILING DL = 5 PSF CEILING LL = 10 PSF SEISMIC DESIGN DATA: SEISMIC PARAMETERS: Ss = 1.473 g 91 = O.SS1 g SDs = 0.982 g SDC = D RECEIVE ) CITY OF `I UKWILA DEC 22 2016 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 5 2017 City of Tukwila BUILDING DIVISION ri E N 0 1 N X E R I -N 0 612 S. LA CASSIA DRIVE, BOISE, IDAHO 43105 PHONE: 208.3tSSmi FAX: 206.348.6918 EAWL' FIRM REGISTRATION N: 603490470 O 0 J Z¢ Z`t W IL V- `L oc� Q_J o�c W Z < C1 ~ O W � v O F- 0 Z v � Z o IE Ew mpQa o ¢ io Ez 8 UJ0 JJj 0 _J a V W � p UJ z +U W -' I�°- � U m W m to 0 o � ca O N W p G p o Z a 8 g c� Zo °I _0 o y8m" oQU_ zl co zl zl �14 ��M 08 0lt'Low P Lo LO �C� a aW0Mce)- W 4 0 �c\2www REV# DATE BY 01 11/18/2016 CLM DATE PRINTED: 12/1/2016 BY: A CHK'D BY: DRW#: 16—IB-91574-02 BOX: 2 OF 2 SHEET: 1 OF 2 DO NOT SCALE THIS DRAWING SCALE: 3/16"- 1'-0" DATE DRAWN: 11/11/2016 DATE PRINTED: 12/1/2016 BY: CLIVI CHK'D BY: DRW#: 16—IB-91574-02 BOX: 2 OF 2 SHEET: 1 OF 2 v 0 ao Backing @ int. for strip curtain at A LEVATION 2 CL) fit, I CD CO N r H I I II ii I I r--- I I I I I 1 W31 BOX: L -P II I I I I I I I I I 21 W20 W19 I I I I [A] I I I W1 at A LEVATION 2 B LEVATION 2 Backing @ int. for strip curtain IL 4 CD M O CO rn M ml[A] loll COMPONENT LOCATIONS ti 0 bo EL 0 cc It V !I I I I I I I I 1 I I I I I I I 1 I I I I W17 W16 W15 W14 W13 C ELEVATION 2 CL) fit, I CD CO N r H I I II ii I I I 1 j W4 I I I I [B] I I 1 W31 B LEVATION 2 Backing @ int. for strip curtain IL 4 CD M O CO rn M ml[A] loll COMPONENT LOCATIONS ti 0 bo EL 0 cc It V !I I I I I I I I 1 I I I I I I I 1 I I I I W17 W16 W15 W14 W13 C ELEVATION 2 I II I I II I I II I I II I I II I I II I I II I II I I II I W6 W5 I I W24 W23 W22 D ELEVATION 2 S119 COMPONENT LOCATIONS EXT. Wall panel INT. Angle screed 11/2' x 6' x cont. tie -down w/ 3/8' radius _w/ #8 x 112" MTHSMS @ 12' o/c into wall panel w/ 318" x 3" Titen HD @ 36" o/c into floor. (Min. embed. = 2112') Finish Concrete floor (NIC) Floor . °..4 g.. .. . d ° , A C • :4 ° • 1�ANGLE SCREED DETAIL 2 Cam -locks @ 24" O.C. r Ceiling panel G" x 1" x cont. x 21 ga. w/ #8 x 1/2' MTHSMS @ 12" o1c at ea. leg wl (4) #8 x 1/2' @ splices at ea. leg (lap 5" min.) '-- Wall panel 2 CEILING TIE -DOWN DETAIL 2 High density frame panel, camlock (NTS) REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 5 2017 i City of Tukwila BUILDING DIVISION 1 1 1 1 Alit 00001 SPLICE DETAIL TAMARACW r -ROW ' E N G I N 6 E R I N O 812 S. LA CASSIA DRIVE, BOISE, IDAHO 83705 PHONE' 208.345.8941 FAX 208.345,8946 EMAIL, Wit, can FIRM REGISTRATION #: 603490470 Cam -locks @ 24" O.C. CITY OF KW Ceiling panel ILA EC 22 2016 P T CENTER J.SI��' `ot WAS q� 2" x 2" x cont. x 26 ga. #8 x 112" MTHSMS @ 12'o/c at ea. leg W/ (4) #8 x 112' @ splices at ea. leg s f (lap 5' min.) R 43821 sS'CNAL Wall panel EXPIRES: 5/113/ lb_ �3�CEILING TIE -DOWN DETAIL @ COMMON WALL 2 High density frame panel, camlock (NTS) 0 CL) CO ® CD CO N r r N r r DRW#: 16—IB-91574-02 BOX: z¢ -'S zQ LU L LL_ J r co r r cri r Q r r 0 r r r V' • r r (�' r N r N r I II I I II I I II I I II I I II I I II I I II I II I I II I W6 W5 I I W24 W23 W22 D ELEVATION 2 S119 COMPONENT LOCATIONS EXT. Wall panel INT. Angle screed 11/2' x 6' x cont. tie -down w/ 3/8' radius _w/ #8 x 112" MTHSMS @ 12' o/c into wall panel w/ 318" x 3" Titen HD @ 36" o/c into floor. (Min. embed. = 2112') Finish Concrete floor (NIC) Floor . °..4 g.. .. . d ° , A C • :4 ° • 1�ANGLE SCREED DETAIL 2 Cam -locks @ 24" O.C. r Ceiling panel G" x 1" x cont. x 21 ga. w/ #8 x 1/2' MTHSMS @ 12" o1c at ea. leg wl (4) #8 x 1/2' @ splices at ea. leg (lap 5" min.) '-- Wall panel 2 CEILING TIE -DOWN DETAIL 2 High density frame panel, camlock (NTS) REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 5 2017 i City of Tukwila BUILDING DIVISION 1 1 1 1 Alit 00001 SPLICE DETAIL TAMARACW r -ROW ' E N G I N 6 E R I N O 812 S. LA CASSIA DRIVE, BOISE, IDAHO 83705 PHONE' 208.345.8941 FAX 208.345,8946 EMAIL, Wit, can FIRM REGISTRATION #: 603490470 Cam -locks @ 24" O.C. CITY OF KW Ceiling panel ILA EC 22 2016 P T CENTER J.SI��' `ot WAS q� 2" x 2" x cont. x 26 ga. #8 x 112" MTHSMS @ 12'o/c at ea. leg W/ (4) #8 x 112' @ splices at ea. leg s f (lap 5' min.) R 43821 sS'CNAL Wall panel EXPIRES: 5/113/ lb_ �3�CEILING TIE -DOWN DETAIL @ COMMON WALL 2 High density frame panel, camlock (NTS) 0 15 r 0 01 P_ Ln cv f24 0) M I I i 0 ��=C'.'0nm a co co �z '�:'S, 0 °arm REV# DATE a ® 11/18/2016 CLM 0 12/1/2016 BY: CLM J DRW#: 16—IB-91574-02 BOX: z¢ -'S zQ LU L LL_ J Q Q Z c M' o' 15 r 0 01 P_ Ln cv f24 0) M I I i 0 ��=C'.'0nm a co co �z '�:'S, 0 °arm REV# DATE BY ® 11/18/2016 CLM DATE PRINTED: 12/1/2016 BY: CLM CHK'D BY: DRW#: 16—IB-91574-02 BOX: 2 OF 2 SHEET: 2 OF 2 DO NOT SCALE THIS DRAWING SCALE: 3/16"- V-0" DATE DRAWN: 11/11/2016 DATE PRINTED: 12/1/2016 BY: CLM CHK'D BY: DRW#: 16—IB-91574-02 BOX: 2 OF 2 SHEET: 2 OF 2