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Permit D17-0342 - 85C BAKERY - FOOD COURT KIOSK
85C BAKERY 2600 SOUTHCENTER MALL FC -16 D17-0342 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 9202470010 Permit Number: D17-0342 2600 SOUTHCENTER MALL FC16 Project Name: 85C BAKERY Issue Date: 3/12/2018 Permit Expires On: 9/8/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, WA, 92013 KEITH LSMITH 1725 WESTLAKE AVE N - SUITE 210 , SEATTLE, WA, 98109 ACT CONSTRUCTION 350 MACDONNELL ST, LEWISVILLE, TX, 75057 ACTCOC*860N6 Lender: Name: 85C BAKERY Address: 1350 SOUTHCENTER MALL, TUKWILA, WA, 98188 Phone: (206) 713-4076 Phone: Expiration Date: DESCRIPTION OF WORK: NEW 300 SQ FT KIOSK .00ATED NEAR THE FOOD COURT AREA, SECOND FLOOR. PRE-ENGINEERED AND INSTALLED ON SITE FOR THE SALE OF BAKED GOODS. Project Valuation: $75,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $2,209.13 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: 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 reg lating constr - o •r the performance of work. I am authorized to sign and obtain this developm�• SL agree t• the c• ditions attached to this permit. Signature: Date:3`/Z - iu Print Name: ► f.k) Oi;tvivs 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: 2: Post address on kiosk per approved Westfield standards. 1: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 3: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 4: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 5: ***BUILDING PERMIT CONDITIONS*** 6: 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. 7: 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. 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 9: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (1-800-325-6165 ext 9-566), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 12: 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). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 14: 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. 15: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://wwvv.TulcwilaWA.gov Building Permit No. tin-- a3 ). Project No. Date Application Accepted: � %-- " ( 7 Date Application Expires: tp ')—(e l U (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION 4&ev King Co Assessor's Tax No.: Site Address: Southcenter Mall Suite Number: ea PaOloor: 2nd Tenant Name: 85C Bakery cafe PROPERTY OWNER Name: Keith L. Smith Name: Westfield LLC City: seattle State: wa Zip: 98109 Address: 11601 Wilshire Blvd. 14th floor Email: ksmith@smithco.org City: Los Angeles State: CA Zip: 90025 CONTACT PERSON — person receiving all project communication Name: Keith L. Smith Address: 1725 Westlake Ave. N., Suite 210 City: seattle State: wa Zip: 98109 Phone: (206) 713-4076 Fax: (206) 464-0700 Email: ksmith@smithco.org GENERAL CONTRACTOR INFORMATION Company Name: t.b.d. Address: Address: 1725 Westlake Ave. N., Suite 210 City: seattle State: wa Zip: 98109 Phone: (206) 713-4076 Fax: (206) 464-0700 City: State: Zip: Phone: Fax: City: State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: H:Wpplications\Forms-Applications On Line \2011 ApplicationsTennit Application Revised - 8-9-11.doac Revised: August 2011 bh • New Tenant: ® Yes ❑..No ARCHITECT OF RECORD Company Name: smith co LLC Architect Name: Keith L. Smith Address: 1725 Westlake Ave. N., Suite 210 City: seattle State: wa Zip: 98109 Phone: (206) 713-4076 Fax: (206) 464-0700 Email: ksmith@smithco.org ENGINEER OF RECORD Name: / , S-567 Company Name: na Address: g t) cta � (' Engineer Name: State: (A4 Zip.Wg Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: / , S-567 ? L�r� e� /' Address: g t) cta � (' City:—ript,,?..get) 1 /(q State: (A4 Zip.Wg Page 1 of 4 BUILDING PERMIT INFORMATIOh-206-431-3670 Valuation of Project (contractor's bid price): $ 75,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): New 300 SF Kiosk, located near the food court area, second floor, pre-engineered and installed on site for the sale of baked goods Will there be new rack storage? ❑ Yes Z.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes m No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm ® None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applimtions\Forms-Applications On Linc\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 2nd Floor 300 0 0 0 IIB B 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes m No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm ® None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applimtions\Forms-Applications On Linc\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOI ATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you . Dig: 811 Please refer to Public Works Bulletin in for fees and estimate sheet. Water District ..▪ .Tukwila 0...Water District #125 0 ...Water Availability Provided Sewer District In ...Tukwila 0 ...Sewer Use Certificate 0 Highline ❑... Valley View ❑ .. Renton ❑ ... Sewer Availability Provided 0 .. Renton 0 .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report 0 ...Traffic Impact Analysis ❑ ...Bond 0 .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) ❑...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing; Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\ApplicationsTorms-Applications On Line\2011 Applications\Fermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 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 or more extensions of time for additional periods not exceeding 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 1 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 OW Signature: Keith L. Smith Print Name: Day Telephone: (206) 713-4076 Mailing Address: 1725 Westlake Ave. N., Suite 210 H:Wpplimtions\Forn -Applications On Line ‘2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh seattle wa 98109 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila Receipt Number R13972 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,381.57 D17-0342 Address: 2600 SOUTHCENTER MALL FC16 Apn: 9202470010 _ $1,381.57 Credit Card Fee $40.24 Credit Card Fee R000.369.908.00.00 0.00 $40.24 DEVELOPMENT $1,277.67 PERMIT FEE R000.322.100.00.00 0.00 $1,273.17 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $63.66 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R13972 R000.322.900.04.00 0.00 $63.66 $1,381.57 Date Paid: Monday, March 12, 2018 Paid By: JORDAN RAMOS Pay Method: CREDIT CARD 06807D Printed: Monday, March 12, 2018 11:22 AM 1 of 1 ?SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $827.56 D17-0342 Address: 2600 SOUTHCENTER MALL FC16 Apn:9202470010 $827.56 DEVELOPMENT $827.56 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R13099 R000.345.830.00.00 0.00 $827.56 $827.56 Date Paid: Tuesday, December 26, 2017 Paid By: SMITH CO LLC Pay Method: CHECK 10739 Printed: Tuesday, December 26, 2017 1:28 PM 1 of 1 CliMWSYSTEMS 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 IN 70342. Project: a 85 C -- K� ask T e of Inspection: I N F0 AL Date Called: (� :7dcLoresbitt"theriyice' W�+� 1 Hal Special Instructions: Date Wanted:9a.m. 3- 2o/ p.m: Requester: TO—% -n /Z,IOD /JoDD�hone No4 7Z 9ZZO'N- ❑ Approved per applicable codes. LJ Corrections required prior to approval.. COMMENTS: Inspector:l e, Date: h1-3-z1r 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 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 Prosect: age i9-KERy-)6essK Type of Inspection: Address:Date ;240b�a7rirtiC�'R f}lLL. Called: Special Instructions: ' i (p 62.49-2/74e {KG -_AA: Date Wanted: 3-2-8-18 Ca.m -P.. Requester: (4-K„/Phone No: 112.-9 — 07 9 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Aio I 116 Inspector: Date:3/j/ re REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: P/bf Type of Inspection: A'/ Hood & Duct: Address: Suite #: e- � i STRUCTURAL CALCULATIONS 85°C BAKERY CAFE - KIOSK 2600 Southcenter Mall Tukwila, Washington PROJECT NO.: 18 - DATE: February 7, 2018 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 01 2018 City of Tukwila BUILDING DIVISION Eau = FOSSATTI PAWLAK ism STRUCTURAL ENGINEERS 1735 WESTLAKE AVENUE NORTH, SUITE 205 SEATTLE, WASHINGTON 98109 P: 206.456.3071 F: 206.456.3076 W: www.fossatti.com RECEIVED CITY Q TUKWIL FEE 0 9 2018 PERMIT CENTER CORRECTION b11- 042. S` &4f-� -- S ,C el k 6*'L6.5 sce%,0/C-. deCA G9r„ (Noxrfi .. Sovr tt) -- v (3 6-61.1"1, 1 c E:(10.".„< S-0,41fix F x If .y.4- Z 3Qt t (fix S S33 (Fr _ (7,-3--›,0.30. 3 o B14 0,.39> 393 = 10 In • FOSSATTI PAWLAK = - STRUCTURAL ENGINEERS PROJECT 0.1I1't co. AM E7 h 1 ,k-rvr`t t V t S (i t K SUBJECT S,s'C. Qk -0(J-7-14 r.trv-ro CLIENT DESIGN 1 PROJECT SNO. DA £ SHEET NO. 2/6/2018 Design Maps Summary Report EEGS Design Maps Summary Report User -Specified Input Report Title 85 deg Bakery Kiosk Tue February 6, 2018 23:15:41 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.458°N, 122.255°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS—Provided Output Ss = 1.453 g Sl = 0.542 g S,„ = 1.453 g SMI = 0.812 g Sos = 0.969 g Sol = 0.542 g For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. Map Response. Spectrum Design Response Spectrum Period. T (see) Period. T (see) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. 3 https://earthquake.usgs.gov/cn1 /designmaps/us/summary.php?template=minimal&latitude=47.458&longitude=-122.255&siteclass=3&riskcategory=0&e... 1/1 X Y Loads: BLC 1, DL Envelope Only Solution Fossatti Pawlak Structural .. Asrade Mengstu PE 18- 85 Deg Bakery Southcenter Kiosk - North Frame SK -2 Feb 6, 2018 at 5:09 PM North Frame.r3d 4 X Y .042k Loads: BLC 2, ELx Envelope Only Solution Fossatti Pawlak Structural .. Asrade Mengstu PE 18- 85 Deg Bakery Southcenter Kiosk - North Frame SK -4 Feb 6, 2018 at 5:09 PM North Frame.r3d 5 X Y Loads: BLC 3, ELy Envelope Only Solution Fossatti Pawlak Structural .. Asrade Mengstu PE 18- 85 Deg Bakery Southcenter Kiosk - North Frame SK - 5 Feb 6, 2018 at 5:10 PM North Frame.r3d 6 Company : Fossatti Pawlak Structural Engineers 111 RIS& Job (Number : 1A8-ade Mengstu PE ANEMETSCHEK COMPANY Model Name : 85 Deg Bakery Southcenter Kiosk - North Frame Feb 6, 2018 5:21 PM Checked By. FPP Aluminum Properties Label E Iksl G fks Nu Therm (...Densitvf.. Table 6.4 kt Ftufksl Ftvlksil Fcyfks7 Fsufks Ct 1 3003-H14 10100 3787.5 .33 1.3 .173 Table B... 1 19 16 13 12 141 2 6061-T6 10100 3787.5 .33 1.3 .173 Table B... 1 38 35 35 24 141 3 6063-T5 10100 3787.5 .33 1.3 .173 Table B... 1 22 16 16 13 141 4_ 6063-T6 _ 10100 3787.5 .33 1:3 .173 Table B..., 1 30 25 25 19 141 5 5052-H34 10200 3787.5 .33 1.3 .173 Table B... 1 34 26 24 20 141 i 6 6061-T6 W 10100 3787..5 .33 1.3 .173 Table B-. 1 24 15' 15 15 141 Aluminum Design Parameters Label Shape Lenathfftl Lb Lbzzfftl Lcomp topfftl Lcomp bot ft L-torau... K Kzz b 1 M1 RT2X6X0.25 2.6 .042 2 Lbyy L X _ .042 1 Lateral 2_ M2 _ RT2X6X0.25 21..5 Lbyy Lbyy _._ Lateral Lateral 3 M3 RT2X6X0.25 5.1 1 4 M7 RT2X6X0.25 1.5 Lbyy Lateral 5 M8 RT2X6X0.25 6.5 Lbyy _ __ Lateral 6 M6 'RT2X6X025 6:5 _._ Lbyy _-- Lateral 7 M7A RT2X6X0.25 1.5 Lbyy Lateral Joint Loads and Enforced Displacements (BLC 2 : ELx) Joint Label D Directi _<cA 1 N3 L X .042 2 N2 -- L X _ .042 1 Member Point Loads (BLC 3 : ELy) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 M2 Y -.084 %50 Member Distributed Loads (BLC 1: DL) Member Label Direction Start Magnitude[k/ft,... End Mag nitude[k/ft, F... Start Location[ft,%] End Location[ft,% l 1 M2 Z -.005 -.005 0 0 Basic Load Cases 1 BLC Description Category DL DL X Gravity Y Gravity Z Gravity Joint -1 Point Distributed Area(Me... Surface(P... 1 2 'ELx EL 2 3 ELy EL 1 Load Combinations Description Sol.. P D.. S R.. B LC Fact.. B LC Fact.. B LC Fact.. B LC Fact.. B LC Fact.. B LC Fact.. B LC Fact.. B LC Fact.. B LC Fact.. B LC Fact... 1 LC1 Yes Y 1 1 2 LC2 Yes Y 1 1 2 1 3 LC3 Yes Y 1 1 3 1 RISA -3D Version 16.0.1 [P:\2018 Projects\85 Deg Bakery Southcenter Kiosk\Calcs\North Frame.r34 Page 1 7 Company : Fossatti Pawlak Structural Engineers 111 RISA Desig JobNneumrber 18 : Asr18- Mengstu PE A NEMETSCHEK COMPANY Model Name : 85 Deg Bakery Southcenter Kiosk - North Frame Feb 6, 2018 5:21 PM Checked By. FPP Envelope AA ADM1-10: ASD - Building Aluminum Code Checks Member Shape Code C... Loc ft LC Shear ... Lo ft Dir LC Pnc/0... Pnt/Om...Mnv/0... Mnz/O... Vnv/ 1 M1 RT2X6X0.. .041 2.6 2 .077 0 z 2 57.721 73.077 4.26 8.956 33.409 7.955 1... H.1-1 2 M2 RT2X6X0.. .151 10.75 f -:014 10.75 z 3 1.89 73.077 426 7.677 33.409 7.955 2 Mi 3 M3 RT2X6X0.. .061 5.1 1 .015 0 z 1 33.591 73.077 4.26 8.956 33.409 7.955 1... H.1-1 4 M7 RT2X6X0.. .112 1.5 1 :017_ 0 z 3 65.474 73.077 426 8.956 33:409 7:955 1...H.1-1 3.664e-03 5 M8 RT2X6X0.. .139 6.5 3 .004 0 z 3 20.679 73.077 4.26 8.774 33.409 7.955 1...1H.1-1 _3 6 _ M6 RT2X6X0.. .113 0 3 .008 0 z 5.842e-03 20.679 73.077 4.26 8,803 33.409 7.955 1... .1-1 7 M7A RT2X6X0.. .137 0 3 .017 0 IJ 3 65.474 73.077 4.26 8.956 33.409 7.955 1... H.1-1 Envelope Joint Displacements Joint X fin] LC Y liin LC Z in LC X Rotation f... LC Y Rotation 1 N1 max .143 2 -.096 2 0 3 3.686e-03 3 -3.488e-04 2 8.862e-03 3 2 3 min -.322 3 -.171 3 _:0 2 2.405e-03 2 -5.802e-03 3 1.972e-03 1 3 N2 max .369 2 -.096 2 -.087 2 4.19e-03 3 -3.7e-03 2 9.632e-03 3 4 5195 min -.07 1 -.171 3 -.126 3 2.943e-03 .2 -5.84e-03 3 1.833e-03 1 5 N3 max .369 2 -.19 1 -.333 2 7.332e-03 3 3.664e-03 3 1.657e-03 2 6 0 min -.07 1 -.265__ 3 -.422 3 5.853e-03 2 2.804e-03 2 -6.887e-03 _3 7 N4 max .262 3 -.19 1 0 2 5.842e-03 3 4.376e-03 3 3.633e-03 2 8 1 min .049 _1 -.264 3 0 3 4.495e-03 2 1.49e-03 1 -3.942e-03 3 9 N5 max 0 3 0 3 0 1-5.867e-05 2 3.212e-04 3 8.862e-03 3 10 min 0 2 0 2 0 2-1.299e-04 3 -2.833e-04 2 1.972e-03 1 11 N8 max 0 1 0 3 0 2 -1.261e-04 1 -1.93e-05 1 3.633e-03 2 12 min 0 3 0 1 0 1-1.953e-04 3-2.778e-04 3-3.942e-03 3 13 N7 max 0 2 0 2 0 3 3.645e-04 3 7.188e-04 2 8.862e-03 3 14 min 0 3 0 3 0 2 1.646e-04 2 -8.15e-04 3 1.972e-03 1 15 N8A max 0 3 0 1 0 2 5.479e-04 3 7.047e-04 3 3.633e-03 2 16 min 0 1 0 3 _0 3 3.538e-04 1 4.897e-05 1 3:942e-03 3 Envelope Beam Deflections Member Label Scan Location in n L/ 1 M1 1 max 2.085 -.072 NC 1 I:.2 1 min _ 0 0 NC 1 3 M2 1 max .224 -.097 NC 2 4 1 min 10.75 -.655_ 677 3 5 M3 1 max .212 -.319 NC 2 6 1 min 2.975 -.13 5195 1 7 M7 1 max .609 -.001 NC 3 8 1 min 0 0 NC 1 9 M8 1 max 5.958 .003 NC 1 10 1 min 0 .264 703 3 11 M6 1 max .677 .003 NC 1 12 1 min 6.5 .171 1096 3 13 M7A 1 max .422 -.001 NC 1 x.14 1 min _0_ 0 NC 1 RISA -3D Version 16.0.1 [P:\2018 Projects\85 Deg Bakery Southcenter Kiosk\Calcs\North Frame.r3d] Page 2 8 Company : Fossatti Pawlak Structural Engineers RIS&1Designer : Asrade Mengstu PE Job Number : 18- ANEMETSCHEKCOMPANY Model Name : 85 Deg Bakery Southcenter Kiosk - North Frame Feb 6, 2018 5:21 PM Checked By. FPP Envelope Joint Reactions Joint X LC Y LC Z fk LC MX [k -ft] LC MY [k -ft] LC MZ ik- 1 N5 max .122 2 -.169 2 .003 2 0 1 0 1 0 1 2 rain -.139 3 -.375 3 .003 1 0 1 0 1 0 1 3 N8 max .12 3 -.364 1 .003 1 0 1 0 1 0 1 4 min .:008 1 -.563 : 3 _ ._,;003 2 0 1 0 _ '1 0 1 , 5 N7 max .17 3 .413 3 .158 2 0 1 0 1 0 1 6 min .,. -.986 2 .157 .2 .148 3 0 1 0 1 0 1 7 N8A max -.003 1 .609 3 .156 3 0 1 0 1 0 1 8 min 151 3 363 1 .146 2 0 1 0 1 0 1 9 Totals: max 0 3 .084 3 .311 2 1D min -.084 2 0 1 311 3 (5)1/4"x2.75" SCREWS ARE USED TO ANCHOR THE BASE OF THE FRAME TO THE CABINETRY. USE 1/4" TEE NUTS ON INTERIOR OF THE CABINET PANEL TO FASTEN THE SCREWS. CAPACITY OF EACH SCREW IS 189# (PER ATTACHED CALC), TOTAL CAPACITY IS 5x189=945# > 609# OK! RISA -3D Version 16.0.1 [P:\2018 Projects\85 Deg Bakery Southcenter Kiosk\Calcs\North Frame.r3d] Page 3 9 2/7/2018 Connection Calculator Home 1 Education j Membership j News j FAQs j About Us Members: Login 1 Register You Tube oma 4 LipAMERICAN WOOD COUNCIL CODES & STANDARDS 1 ENVIRONMENTAL REGULATION j SUSTAINABILITY 1 PUBLIC POLICY search Publications 1 Calculators & Software 1 Building Codes 1 Fire Safety j Span Tables j Decks 1. Weiights and Measurement Codes & Standards > Calculators & Software > Connection Calculator Design Method Allowable Stress Design (ASD) • Connection Type Lateral loading • Fastener Type Bolt • Loading Scenario Single Shear - Wood Main Member • Submit Initial Values Side Member: Angle of Load to Grain Diaphragm Factor Help Load Duration Factor Help Technical Help Show Printable View Connection Yield Modes Im Main Member Type Hem -Fir • Main Member Thickness 0.75 in. • Main Member: Angle of Load to Grain �g0 Side Member Type Steel • Side Member Thickness 1/4 in. • 1891bs. IIIs+ Side Member: Angle of Load to Grain 0 Fastener Diameter 1/4 in. • Load Duration Factor C_D = 1.6 • Wet Service Factor C_M = 1.0 • 1 Temperature Factor C_t = 1.0 • Calculate Connection Capacity Connection Yield Mode Descriptions Ii Limits of Use Diaphragm Factor Help Load Duration Factor Help Technical Help Show Printable View Connection Yield Modes Im 2161bs. Is 17401bs. H 2391bs. IIIm 1891bs. IIIs+ 3181bs. http://www.awc.org/codes-standards/calculators-software/connectioncalc 1/2 2/7/2018 Connection Calculator 11 1v 11255 lbs. II Adjusted ASD Capacity 189 lbs. • Bolt bending yield strength of 45,000 psi is assumed. • The Adjusted ASD Capacity is only applicable for bolts with adequate end distance, edge distance and spacing per NDS chaptl • ASTM A36 Steel is assumed for steel side members 1/4 in. thick, and ASTM A653 Grade 33 Steel is assumed for steel side m, than 1/4 in. thick. While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that 1 information reflects the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any partici prepared from this on-line Connection Calculator. Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State Support for development of the Connection Calculator was provided by American Wood Council. Provides users with a web -based approach to calculating capacities for single bolts, nails, lag screws and wood screws per the 20 05 NDS. Both lateral (single and double shear) and withdrawal capacities can be determined. Wood -to -wood, wood -to -concrete, and wood -to -steel connections are possible. 0 Available on the iPhone AppStore ANDROID APP ON Goode- play Connection Calculator available for the iPhone. Connection Calculator available for the Android OS. AMERICAN WOOD COUNCIL 222 Catoctin Circle SE, Suite 201 Leesburg, VA 20175 - Public Policy Office - 1101 K Street NW, Suite 700 Washington, DC 20005 - Phone - - Email - General: 202-463-2766 General Fax: 703-771-4079 Publications: 800-890-7732 Publications Fax: 412-741-0609 Technical: info@awc.org Publications: publications@awc.org Education: education@awc.org Fire: fire@awc.org © Copyright 2018 American Wood Council. AH Rights Reserved. 11 http://www.awc.org/codes-standards/calculators-software/connectioncalc 2/2 Z X Y Loads: BLC 1, DL Envelope Only Solution Fossatti Pawlak Structural .. Asrade Mengstu PE 18- 85 Deg Bakery Southcenter Kiosk - South Frame SK - 1 Feb 6, 2018 at 5:16 PM South Frame.r3d 12 Loads: BLC 2, ELx Envelope Only Solution • Fossatti Pawlak Structural .. Asrade Mengstu PE 18- 85 Deg Bakery Southcenter Kiosk - South Frame SK -2 Feb 6, 2018 at 5:16 PM South Frame.r3d 13 2 X Y Loads: BLC 3, ELy Envelope Only Solution Fossatti Pawlak Structural .. Asrade Mengstu PE 18- 85 Deg Bakery Southcenter Kiosk - South Frame SK -1 Feb 7, 2018 at 1:39 PM South Frame.r3d 14 Company : Fossatti Pawlak Structural Engineers 111 RIS"� Job NumDesignerber 18 : Asr18- Mengstu PE ANEMETSCHEK COMPANY Model Name : 85 Deg Bakery Southcenter Kiosk - South Frame Feb 7, 2018 1:37 PM Checked By. FPP Aluminum Properties Label E fksl G fks Nu Therm (.. Densitvf...Table B.4 kt Ftu[ks7 Fty[ksij F 1 3003-H14 10100 3787.5 .33 1.3 .173 Table B... 1 19 16 13 12 141 1 2 6061-T6 10100 3787.5 .33 _ 1.3 .173 Table B... 1 38 35 35 24 141 3 6063-T5 10100 3787.5 .33 1.3 .173 Table B... 1 22 16 16 13 141 4 6063-T6 10100 3787..5 .33 1:3 .173_ Table B... 1 30 25 25 19 141 5 5052-H34 10200 3787.5 .33 1.3 .173 Table B... 1 34 26 24 20 141 1 6 6061-T6 W 10100 3787.5 _ .33 1.3 .173 Table B.._ 1 24 15 15 15 141 Aluminum Design Parameters Label Shape Length[ftl Lb Lbzz[ftt Lcomp toofftl Lcomp bot ft L-torau... K 1 M1 RT2X6X0.25 5.25 .054 2 Lbyy L X .054 Lateral 1 2 M3 RT2X6X0.25 2.25 Lbyy Lateral 3 M6 RT2X6X0.25 1.5 Lbyy Lateral 1 4 M5 RT2X6X0.25 1.5 Lbyy Lbyy Lateral Lateral 5 M5A RT2X6X0.25 18 1 6 M6A _ RT2X6X0.25 6.5 __LbyyLateral 7 M7 RT2X6X0.25 6.5 Lbyy Lateral Joint Loads and Enforced Displacements (BLC 2 : ELx) Joint Label D Direction Magnitude[(k k -ft) (in radl k, ( sA 1 N3 L X .054 2 N2 _ L X .054 Member Point Loads (BLC 3 : ELy) Member Label Direction Magnitude[k,k-ft] M5A Y .107 Location[ft,%] %50 Member Distributed Loads (BLC 1: DL) 1 Member Label Direction Start Magnitude[k/ft ... End Magnitude[k/ft,F... Start Location[ft,%1 End Location[ft,%] M5A Z -.005 -.005 0 0 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surtace(P... 1 DL DL -1 1 ELx EL 2 3 ELy EL 1 Load Combinations Description Sol..PD..SR..BLC Fact.. BLC Fact.. BLC Fact.. BLC Fact.. BLC Fact..BLC Fact..BLC Fact.. BLC Fact..BLC Fact.. BLC Fact... 1 LC1 Yes Y 1 1 2 LC2 Yes Y 1 1 2 1 3 LC3 Yes Y 1 1 3 1 RISA -3D Version 16.0.1 [P:\2018 Projects\85 Deg Bakery Southcenter Kiosk\Calcs\South Frame.r3d] Page 1 15 Company : Fossatti Pawlak Structural Engineers 111 RIS4Job (Number :1A8-ade Mengstu PE ANEMETSCHEK COMPANY Model Name : 85 Deg Bakery Southcenter Kiosk - South Frame Feb 7, 2018 1:37 PM Checked By. FPP Envelope AA ADM1-10: ASD - Building Aluminum Code Checks Member Shape Code C... Lo ft LC Shear ... Loc ft Dir LC Pnc/O... Pnt/Om...Mny/ 1 M1 RT2X6X0.. .060 5.25 2 .041 0 z 2 31.699 73.077 4.26 8.956 33.409 7.955 1...i1-1.1-1 2 M3 RT2X6X0.. .027 0 3 :024 0 z 2 60.188 73.077 4.26 8.956 33.409 7.955 1....H.1-1 2 3 M6 RT2X6X0.. .133 1.5 3 .020 0 z 2 65.474 73.077 4.26 8.956 33.409 7.955 1...JH.1-1 2 4 M5 RT2X6X0.. .107 1.5 3 .021 0 z 2 65.474 73.:077 426 8.956 33.409 7.9'55 1... 3 5 M5A RT2X6X0.. .138 9 3 .017 0 z 3 2.697 73.077 4.26 7.871 33.409 7.955 1...111-1 IH��.1-1 6 M6A RT2X6X0.. ,135 0 3 :007 0 z 2 20.679 73.077 426 8.804 33.409 7.955 1.../1-1.1-1 3 7 M7 RT2X6X0.. .107 0 3 .007 0 z 2 20.679 73.077 4.26 8.841 33.409 7.955 1...JH.1-1 Envelope Joint Displacements Joint X finl LC Y LC Z in LC X Rotati 1 N1 max .314 2 .259 3 -.303 1 -5.19e-03 1 -6.804e-04 2 -2.851e-04 2 2 3 min .042 3 .163 1 -:41 3__ -6.871e-03 3 -1.699e-03 3 -6.269e-03 3 3 N2 max .284 2 .259 3 0 1 -3.89e-03 1 3.35e-03 2-5.733e-04 2 4 0 _ min -.216 3 .163 1 0 2 -5.591e-03 3 -3.213e-03 3 -3.01.9e-03 3 5 N3 max .346 2 .162 3 0 2 -1.789e-03 2 5.163e-03 2 8.684e-03 3 6 10 min .:095 1 .075 .2 0 1-3.375e-03 3 2505e-03 1 1.179e-03 2 7 N4 max .314 2 .162 3 -.054 2 -2.116e-03 2 4.482e-03 3 9.287e-03 3 8 1 min :041 3 .075 2 -.098 3-3•725e-03 3 3.304e-03 1 1.926e-03 2 9 N5 max 0 3 0 1 0 1 1.974e-04 3 2.477e-04 3-5.733e-04 2 10 min 0 2 0 3 0 2 1.085e-04 1-3.679e-04 2-3.019e-03 3 11 N8 max 0 1 0 2 0 1 1.279e-04 3 -5.688e-05 1 8.684e-03 3 12 min 0 2 0 3 0 1 5.042e-05 2 -3.955e-04 2 1..179e-03 2 13 N7 max 0 2 0 3 0 1 -3.043e-04 1 9.334e-04 2 -5.733e-04 2 14 min 0 3 0 1 0 2 =5.538e-04 3 -6.283e-04 3 -3.01.9e-03 3 15 N8A max 0 2 0 3 0 2 -1.415e-04 2 1.003e-03 2 8.684e-03 3 16 min_ 0 1 0 2 0_ ... 1 -3.588e-04 3 1:443e-04 1 1.179e-03 2 Envelope Beam Deflections Member Label Soan Location in 1 M1 1 max .219 -.391 NC 3 2 1 min 3.117 -.129 5287 2 3 M3 1 max .586 -.015 NC 1 4 1 min 0 0 NC 1 5 M6 1 max .656 .001 NC 2 6 1 min 0 0 _ SNC 1 7 M5 1. max .625 .001 NC 3 8 1 min 0 _ 0 NC .. 1 9 M5A 1 max .188 -.347 NC 2 10 _ 1 min 9 -.457 . 1061 3 11 M6A 1 max .406 -.004 NC 3 12 1 min 6.5 -.259 722 3 13 M7 1 max .813 _ -.002 NC 2 14 1 rain 6.5 -.162 __1167 3 RISA -3D Version 16.0.1 [P:\2018 Projects\85 Deg Bakery Southcenter Kiosk\Calcs\South Frame.r3d] Page 2 16 IIIRISADesigmn Job Nuber A NEMETSCHEK COMPANY Model Name Company : Fossatti Pawlak Structural Engineers : Asrade Mengstu PE : 18- : 85 Deg Bakery Southcenter Kiosk - South Frame Feb 7, 2018 1:37 PM Checked By. FPP Envelope Joint Reactions Joint X LC Y LC Z fk LC MX fk ft] LC MY [k -ft] LC MZ fk- 1 N5 max .159 2 .57 3 .003 2 0 1 0 1 0 1 2 min -.107 3 .313 1 :003 1 0 1 0 1 0 1 3 N8 max .171 2 .369 3 .003 1 0 1 0 1 0 1 4 min .025. 1 _145_ _2 .003 1 0 1 0 1 0 1 5 N7 max .139 3 -.312 1 .154 2 0 1 0 1 0 1 6 min -.216 2 -.628 3 .14 1 0 1 0 1 0 1 7 N8A max -.02 1 -.146 2 .13 1 0 1 0 1 0 1 8 min -.222 2 -:417 3 .116 2 0 1 0 1 0 '1 9 Totals: max 0 1 0 1 .277 2 10 min -.108 .08 2 -.107 3 :277 1 (5)1/4"x2.75" SCREWS ARE USED TO ANCHOR THE BASE OF THE FRAME TO THE CABINETRY. USE 1/4" TEE NUTS ON INTERIOR OF THE CABINET PANEL TO FASTEN THE SCREWS. CAPACITY OF EACH SCREW IS 189# (PER ATTACHED CALC), TOTAL CAPACITY IS 5x189=945# > 609# OK! RISA -3D Version 16.0.1 [P:\2018 Projects\85 Deg Bakery Southcenter Kiosk\Calcs\South Frame.r3d] Page 3 17 BESALIGHTING camino SPECIFICATIONS: DESCRIPTION Cord -hung, cable -hung or stem -mount pendant with handcrafted glass diffuser. LAMPING Standard: 40W B10 Candelabra base (E12) Incandescent 120V, or 50W Xenon, suitable for dimming, not included. Halogen: 40W G9 Low-pressure Halogen 120V, included Lamp is suitable for use in an open fixture, dimmable. DIFFUSER Shade shall be handcrafted glass of various decors. 2.5" Dia. x 10.0" H Opening sizes: 33mm min. (top), 53mm min. (bottom), 3x6mm holes. SUSPENSION Cord -hung: 10' SVT -type cord, complete with 5" decorative sleeve at the socketholder. Jacket coordinates with metal finish. Available on 1, 3 or 6 light canopies, shown on next page. Plated stamped steel construction. Bronze or Satin Nickel. Stem -mount: 4 connectable stem sections (3; 6,12"and 18" lengths), 10' max. 5" Dia. canopy (with swivel) and stem sections are plated steel. Bronze or Satin Nickel. MOUNTING Installs directly to a 4" octagonal ceiling box. Suitable for sloped ceilings. LABELS UL or ETL Listed. Suitable for Damp Locations (interior use only). Consult factory concerning lower wattage labeling for energy requirements. 10" 567407 Opal Matte 5674VM Vanilla Matte 5674CM Cobalt Blue Matte For ordering information, see next page All dimensions provided are nominal. Allowance must be made for dimensional tolerance in handcrafted glasses. 567441 - Garnet 5674RM Ruby Matte 567418 Amber Cloud 567486 Blue Cloud 5674HN Honey 567480 Amber Matte 567419 Carrera 5674CE . Ceylon location: DAMP interior REV 10/12 1 d Besa Lighting Co., Inc. • 6695 Taylor Rd. • Blacklick, OH 43004 • tel 614-475-7046 • fax 614-475-7048 • www.besalighting.com WlLl,kr BESALIGHTING camino ORDERING: Connection" 1 Cord Fixture 567407 1BC 1LtDome 567418 1BT 1 Lt Flat 567419 567441 Stem Fixture 567480 ITT 111 Flat 567486 5674CE 5674CM 5674HN 5674RM 5674VM ACCESSORIES: Decor Opal Matte Amber Cloud Carrera Gamet Amber Matte Blue Cloud Ceylon Cobalt Blue Matte Honey Ruby Matte Vanilla Matte tamp tions LMetalfinish LOptians j (blank) 40W B10 Cand BR Bronze L 15'Cord HAL 40W G9 Hal SN Satin Nickel ADDITIONAL STEM SECTIONS: Additional connecting stems are available to increase overall length, up to 10' max. Telescoping adjustable section allows up to 3" movement. 720A -SN or T20A-BR Adj. Section T203 -SN orT203-BR 3" Section T206 -SN or T206 -BR 6" Section T212 -SN orT212-BR 12" Section T218 -SN or 7218 -BR 18" Section LONGER CORD LENGTHS: Longer cord length of 15'available. Add an "L"to the end of the item number, i.e. 1JC-169707-SNL CORD SLEEVES: If concealing the cord is desired, order our 0.25"dia. metal sleeves. Each sleeve is 18" long and may be field cut. T118 -SN Satin Nickel T118 -BR Bronze STEMHOOKS: Suspension hooks allow cord drops to be placed wherever desired. Suitable for sloped ceilings. T103BR Bronze T103SN Satin Nickel Project Information: PENDANT OPTIONS: MONOPOINT PENDANT CANOPY • Flat or Dome Canopy styles. Dome style allows adjustment without cutting cord. 1' • Suitable for sloped ceilings • Cord: 10' SVT, 5" sleeve at socketholder (V Series utilizes SIT -type) • Bronze or Satin Nickel 3BB or 3JB 3 LIGHT LINEAR CANOPY • 2x stemhooks induded • Suitable for sloped ceilings • Cords:10'SVT, 5" sleeve at socketholder • Bronze or Satin Nickel 3BC or 3JC 3 LIGHT ROUND CANOPY • 3x stemhooks induded 1125• • Suitable for sloped ceilings • Cords:10'SVt, 5" sleeve at socketholder 0 • Bronze or Satin Nickel 3BW or 3JW 3 LIGHT LARGE ROUND CANOPY • 3x stemhooks induded • Suitable for sloped ceilings • Cords: 10' SVT, 5" sleeve at socketholder • Bronze or Satin Nickel 3BV or 3JV 3 LIGHT BAR CANOPY 33.75 Some offset installation possible ■ I • Suitable for sloped ceilings T125.• Cords: 10' SVT, 5' sleeve at socketholder 10' max • Bronze or Satin Nickel — 14.75• — 1 6BC or 6JC 6 LIGHT ROUND CANOPY • 6x stemhooks Included 123 • Suitable for sloped ceilings • Cords: 10' SVT, 5" sleeve • Bronze or Satin Nickel STEM PENDANT • Swivel at canopy, suitable for sloped ceilings 1 • includes telescoping section plus 4 connectable To. s stem sections, (ix 3, 1x 6, 1x 12, lx 181, 10' max dax • Bronze or Satin Nickel 'HOW TO ORDER A'MULTIL'IGHT'FIXTURE To order, simplyiplace the 3 character-multilight code .(shown above) as the,cord fixtureroption: Example: 3BC-493007=SN 3 Light round,,Copa Opal glass, 'Satin `Nickel 'finish - pg. 63 of the catalog 19 Besa Lighting Co., Inc. • 6695 Taylor Rd. • Blacklick, OH 43004 • tel 614-475-7046 • fax 614-475-7048 • www.besalighting.com 411 1701.til u lir WlC HO -LED High Output Swivel And Non -Swivel LED Spotlights Hera's new swivel and non -swivel HO -LED Spots are ideal for applications where high levels of LED light are desired and minimal installation dimensions are not so important. The spotlights feature integrated 3 x 1 W high power LEDs with full LED optics. HO -LED Spots are perfect for displays, larger showcases and even soffits. Product -Features • High quality, brushed aluminum housing • Swivel (+1- 20 degrees) and non -swivel version available • 3 x 1 W high power LEDs with full LED optics • Available with cool white or warm white LEDs • Recess depth 1 1/8" non -swivel, 1 1/1e"swivel • Friction fit • Attached 79" connecting cable with plug-in connector • To be used with 350 mA constant current DC converter • Additional LED connecting cables are available in 36" and 72" • Dimmable with available accessories 14 CS 20 No H0 -LED 1 H0 -LED 2 mail@heralighting.com • www.heralighting.com HO-LED2/WW HO-LED1/CW What you'll need to buy Spotlights HO-LED1 Warm White Finish Code No. Stainless Steel HO-LED2 Warm White HOLED1WW Finish Code No. Stainless Steel HOLED2WW Cool White Finish Code No. Stainless Steel Cool White HOLED1 Finish Code No. Stainless Steel LED Power Supply (for specs refer to pages 38 — 39) HOLED2 Description Code No. Constant Current Driver 9 Watt LConstant Current Driver 18 Watt PSLED/A PSLED/18 Dimmable Constant Current Driver 18 Watt PSLED/DIM LED Dimmer Controller DIMCONTROL Cables Description Code No. Connecting Cable 36" LEDCC36 Connecting Cable 72" LEDCC72 21 mail@heralighting.com • www.heralighting.com 15 ul1uEcuIili[c LCD MODULE V404 0484 V554 Panel Technology SPVA SIPS ViewablelmageSize 40' 1 48' 55' Native Resolution 1920 x 1080 Brightness (Typical/Minimum) 350 cd/ma 1500 cd/ma Contrast Ratio (Typical) 4000:1 1 1300:1 Viewing Angle 178° Vert., 178* Hor. (89U/890/891189R) 0 CR>10 Aspect Ratio 16:9 Displayable Colors Over 1.07 Billion Orientation Landscape, Portrait, Face Up, Face Down Panel Haze (%) 25 1 44 CONNECTIVITY Inputlemlinals Digital HDMI 2.0x2 (with HDCP), DVI•D (with HDCP), DisplayPort x2 (with HDCP) Analog VGA 15 -pin D•SUB, RCA Composite Audio 3.5mm Audio Mini Jack x2, DisplayPort Audio x2, HDMI Audio x2 External Control IAN (100Mbit), 3.5 Mini Jack IR Remote, RS232C Data microSD (Media Player), USB 2.0 (Media Player), USB 2.0 (Service), USBType-B (Upstream), USB 2.0 x2 (Compute Module, Powered 5V/2A) Output Terminals Digital DisplayPort (Outputs DisplayPort) Audio 3.5mm Audio Mini Jack External Control IAN (100Mb) POWER CONSUMPTION On(Typ/Max) 75W/95W . I 85W/105W 1 110W/150W Network Standby 3W 'Normal Standby <0.5W Current Rating 2.7A-1.1A@100V•240V 12.7A-1.1A0100V•240V 1 3.3A-1.4AO100V•240V Speaker Rating Integrated 10W x 10W, Optional 15W x 2 PHYSICAL SPECIFICATIONS Bezel Wrdth(L/R,T/B) 13.2mm/13.2mm/13.2mm/132mm 14.2mm/14.2mm/14.2mm/14.2mm Net Dimensions (Without stand; W xHx0) 36.1 020.902.2 in. 918.0 x 530.6 x 54.7mm 42.8024.602.2 in. 1086.5 x 625.3 x 54.7mm 49.00 28.1 02.5 in. .r Net Weight (Without Stand) 31.SIbs114.369 38.81bs/17.6kg 54.2lbs/24.6kg VESA Hole Configuration 4x M6 x 12mm (300 x 300) SENSORS Ambient UghtSensor Integrated and programmable Human Sensor Optional through KT -RC2 Accessory Temperature Sensor Integrated and programmable; linked to cooling fans NFC Sensor Integrated; works in conjunction with free NEC Intelligent Wireless Data Application ENVIRONMENTALCONDWONS Operating temperature 0 to 40C Operating Humidity 20-80% Operating Altitude 3000m (9843ft) LIMITED WARRANTY . 3 yearsAdvanced Replacement ADDTTIONAL'FFATURES Ambient Light Sensor, AM% Support, Auto ID/AutoTileMatdx, Automated Email Alert Function, CEC Support .through HDMI, Crestron RoomviewSupport, DICOM Simulation, Display Browser Control, Display Wall Calibrator Compatible, High Haze Panel, Image Flip, Intelligent Wireless Data (NFC), Key Guide, Media Player through Browser Control/SD Card/USB, Multi Picture Mode, NaViSet Administrator 2 Compatible, OSD Rotation for Portrait Orientation, OPS Comppatible, PJ Link Support, Point Zoom Function, Power USB Port (5V/2A), Programmable LUT x3, Raspberry Pi Compute Module Compatible, Removeable Ingo Oma- ment, Real Time Clock, Spectravew Engine Support, SNMP Support, 24 -Hour Scheduler Function, UHD Support through HDMI/DisplayPort SHIPS WITH 3m AC Power Card, 1.8m DVI Cable, IR Remote Control, Batteries, CDROM (User Manual) OPTIONALACCESSORIES Table Top Stand (5T-4011, Optional Speakers (SP -TF1), All OPS Option Cards, Raspberry Pi Compute Module 1 and 3 with optional NEC Interface Board, Wall Mount (WMK-3257), Slim Wall Mount(WMK-32555), Human Sensor(KT-RC2) Bottom Panel Side Panel 0 © © 0 0 0 0 0 mm®®m®m m m 999 @ m Cr 0 Oh WOO CC. Dimensions 1241.0 cvssn 1088.5 (WA) 0111.0 (Vod) Specifications Options OPS PC's OPS -APIC -PS OPS•PCAEO•PS OPS•PCIB-PS ' OPS-APIS-PS OPS-TCIS-PS 62.9 rvs6a) 54.7 (Vaar) 64.7 MOO • D „ SDI HD -SDI SB-0IHC 3G•SDI SB-04HC HDBaseT SB-07BC Compute Module Compute Module Interface Board DS1•IF1OCE NEC Raspberry Pi Compute Module RP3CM16GB itLA o Tabletop Stand Speaker ST -001 SP•TF1 Input Panels 1. DVI -D 13. USB2 2. HDMI IN2 14. USB CM1 (2A) 3. DisplayPort IN2 15. USB CM2 4. DisplayPortIN1 16. LAN1 5. DisplayPort OUT 17. tAN2 6. VGA(RGB,YPbPr) 18. VIDEO IN 7. Audio IN1 19. USB MP 8. Audio IN2 20. microSD 9. External Speaker Terminal 21. REMOTE IN 10. Internal/External Speaker Switch 22. RS -232C 11. Audio OUT 23. HDMI IN1 12. USB1 MuhiSync,NaViSetand5leMatr u are trademarks or registered trademarks of NEC Display Solutions, Ltd. In Japan, the United States and other countries. The terms HDMI and HDMI High-Oefinhion Multimedia Interface, and the HDMI Logo are trademarks or registered trademarks of HDMI Licensing UC in the United States and other countries. DisplayPortand DisplayPort Compliance Logo are trademarks owned by the Video Electronics StandardsAssodation in the United States and other countries. HDOaselm and the HDDaselAlliance logo are trademarks of the HDBaseTMliance. CRES1RON and CRESTRON ROOMVIEW are trademarks of registered trademarks of Creston Neetronlcs, Inc AM%Is a trademark or registered trademark of AMR In the Untied States and other countries. VESA Is a trademark of a nonprofit organization, Video Electronics Standard Assodatlon. All other trademarks are the property of their respective owners. The Images In this brochure are samples. All spedcations are subject to drange without notice. 62017 NEC Display Solutions of America, Inc and the NEC logo are registered trademarks of NEC 4 22 rD H�m IOM-0EFIMTOM MULTIMEDIA INTERFACE www.necdisplay.com CatNo.25.NEC.80.GLUN293 08.1.2017 February 22, 2018. Bill Rambo Permit Technician City of Tukwilla Architecture I Design 1 Planning I Retail Permit: Permit Application Number D 17-0342 85C BAKERY - 2600 SOUTHCENTER MALL - FC- 16 Corrections 1. Architectural sheets G-1.2 thru A-4.0 are missing stamps or signatures and date of signatures. Please provide all architectural plan sheets Stamped, Signed, with Date of signatures as requested.Provide complete details and specifications for the reflective ceiling fixture component frame. Show how it shall be seismically braced and include material specifications. Response: All Sheet stamped and signed. If you have any questions, please feel free to call me at my office at 206.838.5486 or by my cell phone at 206.713.4076. Thank you keith 1 smith CORRECTION LTR#. o 1 RECEIVED CITY OF TUKWILA FEB 22 2018 PERMIT CENTER 1 725 w es t la k e avenue north suite 2 1 0 seattle, washington 98109 206.838.5485 p 206.464.0700 f 206.713.4076 m City of Tukwila Department of Community Development February 15, 2018 KEITH L SMITH 1725 WESTLAKE AVE N - SUITE 210 SEATTLE, WA 98109 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D 17-0342 85C BAKERY - 2600 SOUTHCENTER MALL - FC -16 Dear KEITH L SMITH, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - C DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11 x 17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) Previous memo item 2 specified: All plan sheets by a design professional shall include stamp, signature and shall include dated of signature. Provide new plan set to include those 3 items. See general note above. Architectural sheets G-1.2 thru A-4.0 are missing stamps or signatures and date of signatures. Please provide all architectural plan sheets Stamped, Signed, with Date of signatures as requested. Note: Contingent on response to these corrections, further plan review may request for additional corrections. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can be reached at (206)433-7165. Sincere y, achelle Ripley2 Permit Technician File No. D17-0342 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 85C Bakery_JHP_PlanCheckCommentResponse_17045.1 JHP Engineering and Design Services Inc. Phone: (510) 788-6029 x 100 1 (925) 560-8362 Fax (510) 788-6039 E-mail: jo aC�.ihpenar.com 1 jhpengr@hotmail.com To: Allen Johannessen, Building Officials City of Tukwila 6300 Southcenter Boulevard - Suite 100 Tukwila,WA. 98188 Cc.: Keith 1. Smith, Principal Smith Co. 1725 Westlake Ave. — Suite 210 Seattle, WA. 98109 From: Jia Pan, P.E. - Project Manager JHP Engineering and Design Inc. 3119 Central Pkwy, Dublin, CA 94568 Date: 01/17/2018 Date: 01-17-2018 RECEIVED CITY OF TUKWILA FEB 0 9 2018 PERMIT CENTER Re: Response tolst Building Plan Check Comments Dated on 01/17/2018 for Project Located at 2600 Southcenter Mali, FC -16, Tukwila WA. (Permit Number: D17-0342) Responses to Mechanical and Electrical related Comments 1. Complied. Please refer to E3.1 and P-0.1 for revised notes. 4. Complied. Please refer to revised P-0.1, P-0.2, P-1.0 and P-1.1 for details. Note: Not all plan check comment items are addressed in this response letter. Please see other plan check comment response submitted separately for completeness. Please don't hesitate to call or email, if there's any question regarding the responded items. Thank you. Enclosed: Revised Plumbing and Electrical Plans CORRECTION LTR# P11 - �2$J'j.. •ith c•. February 8, 2018 Bill Rambo Permit Technician City of Tukwilla Architecture I Design ( Planning I Retail Permit: Permit Application Number D 17-0342 85C BAKERY - 2600 SOUTHCENTER MALL - FC -16 Corrections 3. Provide complete details and specifications for the reflective ceiling fixture component frame. Show how it shall be seismically braced and include material specifications. Response: See new shet AI.2 and A1.3, structural calculations attached. If you have any questions, please feel free to call me at my office at 206.838.5486 or by my cell phone at 206.713.4076. Thank you keith 1 smith RECEIVED CITY OF TUKWILA FEB 0 9 2018 PERMIT CENTER REGISTERO T C 1!_, TH STATE OF WASHINGTON CORRECTION LTR 1 725 westlake avenue north suite 210 seattle, washington 98109 206.838.5485 p 206.464.0700 f 206.713.4076 m January 17, 2018 City of Tukwila Department of Community Development KEITH L SMITH 1725 WESTLAKE AVE N - SUITE 210 SEATTLE, WA 98109 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0342 85C BAKERY - 2600 SOUTHCENTER MALL - FC -16 Dear KEITH L SMITH, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications. that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. UPC codes in the plumbing notes refer to 2016. Revise to reference 2015 UPC. Also, the electrical codes shall change to refer to 2017 IEC. 2. All plan sheets by a design professional shall include stamp, signature and shall include dated of signature. Provide new plan set to include those 3 items. See general note above. 3. Provide complete details and specifications for the reflective ceiling fixture component frame. Show how it shall be seismically braced and include material specifications. 4. In note #2 bottom of page P-1.1 specify to include trap primer. Trap primer is indicated in other general notes however, it also need to be specified for floor sinks with traps as well. Note: Contingent on response to these corrections, further plan review may request for additional corrections. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Sincerely, Bill Rambo Permit Technician File No. D17-0342 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0342 DATE: 02/22/18 PROJECT NAME: 85C BAKERY SITE ADDRESS: 2600 SOUTHCENTER MALL - FC -16 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: J IWO 1t Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator 1 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 02/27/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/27/18 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 'ERMIT COORD COPT :() PLAN REVIEW/ROUTING. SLIP PERMIT NUMBER: D17-0342 DATE: 02/12/18 PROJECT NAME: 85C BAKERY SITE ADDRESS: 2600 SOUTHCENTER MALL V FC -16 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AlCod- 4(6 Building Division Public Works Fire Prevention Structural Planning Division ❑ ❑ Permit Coordinator n PRELIMINARY REVIEW: DATE: 02/13/18 Not Applicable n Structural Review Required (no approval/review required) REVIEWER,S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/13/18 Approved Corrections Required ❑ Approved with Conditions ❑ ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWERCS INITIALS: DATE: Permit Center Use Only .j CORRECTION LETTER MAILED: I Departments issued corrections: BIdg / Fire 0 Ping 0 PW ❑ Staff Initials: 1*. 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 42.1 ❑ Response to Incomplete Letter # Plan ChecWPermit Number: D17-0342 ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 85C Bakery Project Address: 2600 Southcenter Mall — FC -16 Contact Person: Summary of Revision: -OA SAt RECEIVED CITY OF TUKWILt FEB 0 9 2018 PERMIT CENTER Phone Number: O& t3 9 covricherYi s - 5e aav-a' rt5�� Sheet Number(s): (i 7lr� rtV'L S" "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1\ ❑% Entered in TRAKiT on 0,71/01fi \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0342 DATE: 12/26/17 PROJECT NAME: 85C BAKERY SITE ADDRESS: 2600 SOUTHCENTER MALL - FC -16 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Com Building Division a1$ N//— I) ---)-0,I1 Public Works ,-,fin Atoc. 1-1)-i5 Fire Prevention Structural 1l NPr 1 i Planning Divisio ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 12/28/17 Structural Review Required REVIEWER'S INITIALS: DATE: El APPROVALS OR CORRECTIONS: DUE DATE: 01/25/18 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only Q� CORRECTION LETTER MAILED: /—(1"i V ~y Departments issued corrections: Bldg ' Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 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: 02/22/2018 Plan Check/Permit Number: D17-0342 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: 85C BAKERY - Project Address: 2600 SOUTHCENTER MALL - FC -16 Contact Person: Keith Smith Summary of Revision: drawings stamped and signed and dated Phone Number: (206)"713-4076 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: EEntered in Permits Plus on H: ApplicationsWomts-Applications On Line\2010 Applications \7-2010 - Revision Submittal.doc Revised: May 201 ] RECEIVED CITY OF TUKWILA FEB 2 2' 2018 PERMIT CENTER ACT CONSTRUCTION Home Espanol Contact Safety & Health Claims & Insurance 1111641, Washington State Department of , Labor & Industries Search L&I Page 1 of 3 A A -Z Index Help My L&I Workplace Rights I ACT CONSTRUCTION Owner or tradesperson Principals MURRAY, JOSEPH, PARTNER/MEMBER Doing business as ACT CONSTRUCTION WA UBI No. 603 068 668 Parent company J&K PROJECT MNGMNT CNSLTNT LLC 350 MCDONNELL ST LEWISVILLE, TX 75057 972-436-1144 Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ..............._........_............................. Meets current requirements. License specialties GENERAL License no: ACTCOC*860N6 Effective — expiration 08/25/2014— 08/25/2018 Bond ......... Suretec Insurance Company Bond account no. 5106324 $12,000.00 Received by L&I Effective date 08/25/2014 08/25/2014 Expiration date Until Canceled Insurance ......................... Liberty Mutual Ins Co $1,000,000.00 Policy no. BKW57771955 Received by L&I Effective date 04/12/2017 04/01/2017 Expiration date 04/01/2018 Liberty Mutual Ins Co $1,000,000.00 Policy no. XWS57771955 Received by L&I Effective date 04/12/2017 04/01/2017 Expiration date Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603068668&LIC=ACTCOC*860N6&SAW= 3/12/2018 ACT CONSTRUCTION Page 2 of 3 04/01/2018 Liberty Mutual Ins Co Policy no. US057771955 $5,000,000.00 Received by L&I Effective date 04/12/2017 04/01/2017 Expiration date 04/01/2018 Liberty Mutual Ins Co Policy no. BAW57771955 $1,000,000.00 Received by L&I . Effective date 04/12/2017 04/01/2017 Expiration date 04/01/2018 Liberty Mutual Ins Co Policy no. BKW57771955 $1,000,000.00 Received by L&I Effective date 04/12/2017 04/01/2017 Expiration date 04/01/2018 Insurance history Savings ..._........ No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I 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 .................................................... No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 263,880-00 Doing business as ACT CONSTRUCTION Estimated workers reported Quarter 4 of Year 2017 "1 to 3 Workers" L&I account contact T1 / TYRONE COLEMAN (360)902-4807 - Email: COTI235®Ini.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid ............................................................................................ No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603068668&LIC=ACTCOC*860N6&SAW= 3/12/2018 e, MARKETIN Helping provide a wide range of market place solutions September 17, 2015 0 Re: Certification of Fire Retardant Wood Products To Whom It May Concern: Wide Angle Marketing uses Fire Retardant Particle Board and Pyroguard Plywood products in all of our kiosks • Attached is the spec sheet for the Class A materials used in this Kiosk. If you have any questions, please feel free to call 978-928-5400. Regards, Kraig M. Kaijala Wide 'Angie Marketing, Inc. 27D Old ColonyRD Hubbardston,MA 01452 Tel: 978-928-5400 Fax: 978-928-5450 E-mail: Kraig@wideanglemarketing.com Website: www,wideanglemarketing.com Wilsonart° Technical Data Sheet PRODUCT NAME Wilsonart® Solid Surface MANUFACTURER Wilsonart LLC 2400 Wilson Place P.O. Box 6110 Temple, TX 76503-6110 Toll -Free: 800-433-3222 Website: www.wilsonart.com PRODUCT OVERVIEW Wilsonart® Solid Surface is an acrylic resin based solid surfacing material with fire retardant fillers and proprietary coloring agents. Wilsonart Solid Surface is designed for interior use only and has a wide range of vertical and horizontal applications. Common design elements are decorative wall panels, shower surrounds, countertops, vanities, and window sills. A unique property of this material is the ability to be cut and shaped similar to wood trim. Wilsonart has an extensive line of sculpted edge treatments achieved with approved woodworking tools and procedures. Available sheet thicknesses are 1/2 inch and 1/4 inch. Standard width is 30 inches. 1/2 inch sheets are manufactured in 145 inch lengths, and 1/4 inch sheets are 120 inches in length. Custom lengths are available on special order. Color and pattern are uniform for the entire material thickness and sheets are color matched to adjacent solid surface sheets within the same lot reference. More than 50 color/pattern options are standard for 1/2 inch sheets. A choice of three standard colors is available for 1/4 inch sheets. Final finish (sheen) for surfaces ranges from matte to high gloss. Surfaces with gloss and semi -gloss finishes require more maintenance than matte or satin finishes. Darker colors will require special attention. Seams are chemically bonded with Wilsonart® Hard Surface Adhesive. Complementary Wilsonart® Color Matched Caulk sealants available for filling gaps between wall panels and at terminating substrates. Wilsonart also offers a complete line of cast polymer sink units for countertop and vanity applications in three standard colors. TECHNICAL DATA Wilsonart® Solid Surface 1/2 inch is Class I and Class A rated. Wilsonart® Solid Surface 1/4 inch is Class 11 and Class B rated. Ratings are achieved using ASTM E 84 test procedures. Wilsonart Solid Surface is highly resistant to impact fracturing and elevated temperatures. The material has very low moisture absorption, does not support fungal or bacterial growth, and is stain resistant. Refer to Wilsonart Guide Specifications for a complete list of physical properties and tested results. SUSTAINABLE DESIGN LEED®2009 potential credits can be obtained in the Commercial Interiors category for the following: • MR 1.2 Building Reuse • MR 3.1 Materials Reuse • IEQ 4.1 Low -Emitting Materials Wilsonart® Hard Surface Adhesive is UL GREENGUARD Gold Certified for low chemical emissions and SCAQMD Rule 1168 compliant for VOC content. Wilsonart® Color Matched Caulk meets the SCAQMD standard. CERTIFICATIONS Wilsonart® Solid Surface has achieved the following: UL GREENGUARD Gold Certified for low chemical emissions. NSF 51 Food Zone and FDA food contact compliance. Wilsonart® Solid Surface Page 1 ©Wilsonart LLC 2013 Zlz FOR ADDITIONAL INFORMATION: www.frtw.com or 1 -800 -TEC -WOOD (832-9663) CERTIFICATION • for P.I'RO-GUARD® Interior Fire Retardant Treated Wood PART 1 — GENERAL 1.01 PRODUCT rNDENTIFICATION A. Lumber and plywood bearing the PYRO-GUARD® mark has a flame spread rating of 25 or less (Class A) when tested in accordance with ASTM E 84, "Standard Test Method for Surface Burning Characteristics of Building Materials". PYRO- GUARD® fire retardant treated wood shows no evidence of significant progressive combustion when the test is extended for an additional 20 minute period. In addition, the flame front shall not progress more than 101/2 feet beyond the centerline of the burners at any time during the test. The flamespread and smoke developed index for each species and product are classified by Underwriters Laboratories Inc. (UL). B. PYRO-GUARD® Fire retardant treated wood is manufactured under the independent third party inspection of Underwriters Laboratories inc. (UL) Follow -Up Service and each piece shall bear the UL classified mark indicating the extended 30 minute ASTM E 84 test. C. PYRO-GUARD® shall be Labeled kiln dried after treatment (KDAT). Timber Products Inspection, Inc. (TP) shall monitor the process and the TP mark shall appear on the label. D. PYRO-GUARD® shall be produced in accordance with ICC Evaluation Service Report 1791 (ESR -1791) latest version. E. PYRO-GUARD® meets the performance requirements of AWPA Ul, Commodity Specification H for Use Category UCFA and AWPA C20/C27 (Type A, HT). F. PYRO-GUARD® is listed on the Department of Defense (DoD) Qualified Products List (QPL) and meets the requirements of MIL -L -19140-E as a Type 1 fire retardant treatment for lumber and plywood. PART2—PRODUCTS 2.01 FIRE RETARDANT TREATMENT A. Treatment shall be PYRO-GUARD® manufactured by Hoover Treated Wood Products, inc. B. Structural performance ofPYRO-GUARD® fire retardant treated wood has been evaluated in accordance with ASTM D 5664 for lumber and ASTM D 5516 for plywood. Evaluation of plywood data is in accordance with ASTM D 6305. Evaluation of lumber data is in accordance with ASTM D 6841. The resulting design value and span rating adjustments are published in ICC Evaluation Report ESR -1791, which includes evaluation of high temperature (HT) strength testing for roof applications. C. PYRO-GUARD® is an Interior "Type A" fire retardant with individual surface burning characteristics for the species and products listed under UL Certifications. D. PYRO-GUARD® Interior fire retardant treated wood is kiln dried after treatment (KDAT) to maximum moisture content of 19% for lumber and 15% for plywood. E. PYRO-GUARD® does not contain VOC's, urea -formaldehyde, or formaldehyde, halogens, sulfates, chlorides, or ammonium phosphate. F. Plywood treated with PYRO-GUARD® shall be manufactured under US Product Standard PS for PS 2. Panels shall have a minimum bond durability of Exposure 1. G. Grade marked lumber treated with PYRO-GUARD® shall be in accordance with PS 20. PART 3 -EXECUTION 3.01 INSTALLATION A. PYRO-GUARD® fire retardant treated wood used in structural applications shall be installed in accordance with the conditions and limitations listed in ESR -1791 as issued by the iCC Evaluation Service, inc. 13. PYRO-GUARD® fire retardant treated wood shall be installed in compliance with the requirements of the applicable building codes and product recommendations. C. PYRO-GUARD® shall not be installed in areas where in service it is exposed to precipitation, direct wetting, or condensation. D. As with untreated wood, avoid exposure to precipitation during shipping, storage or installation. Apply a water resistive barrier or underlayment over dry sheathing as soon as practical to avoid any precipitation on the panel. Panels that get wet should be allowed to dry before covering or be replaced. DISCLAIMER OF LIABILITY FOR RELIANCE ON INFORMATION PROVIDED BY HOOVER TREATED WOOD PRODUCTS, INC.: The information contained herein is true and accurate to thc best of our knowledge, but is provided without warranty or guarantee. Since thc conditions of use are beyond our control, Hoover Treated Wood Products, Inc. ("Hoover") disclaims all liability and assumes no legal responsibility for damages resulting from use of or reliance upon the information contained herein. PGD_CERT_04_15_14 Wilsonart® Technical Data Sheet FABRICATION Refer to Wilsonart Solid Surface Fabrication Manual and Wilsonart Fabrication Drawings for detailed information. WARRANTY Wilsonart offers a 10 year Limited Warranty against material defects. CARE AND MAINTENANCE Refer to the Wilsonart website for care and maintenance instructions. CUSTOMER SERVICE For samples, literature, technical assistance, or questions, please call the toll-free Hotline at 800-433-3222, Monday through Friday, 8:00 am to 5:00 pm, CST or visit our website. REFERENCE SOURCES ASTM International www,astm.org California Environmental Protection Agency Air Resources Board (SCAQMD Rule 1168) www,arb.ca.gov Construction Specifications Institute (CSI) MasterFormat Numbers & Titles www.csinet.org/masterformat UL Environment business unit; Underwriters Laboratories, Inc. www.ul.com/environment UL GREENGUARD Indoor Air Quality Certification Programs www.GREENGUARD.org U.S. Green Building Council LEED® Green Building Rating System www.usgbc.org Wilsonart Guide Specifications: 06 6116 - Solid Surfacing Wall Panels 12 3661 - Solid Surfacing Countertops www.wilsonart.com FILE ORGANIZATION File under the CSI MasterFormat® classification system. Common numbers and titles are: 06 6116 - Solid Surfacing Wall Panels 12 3661 - Solid Surfacing Countertops Wilsonart® Solid Surface Page 2 ©Wilsonart LLC 2013 c7akeboard DURAFLAI<E® FRI fire -rated particleboard THE PARTICLEBOARD SOLUTION OF CHOICE FOR FIRE SAFETY NEEDS Duraflake® FR from Flakeboard is the panel of choice when building code and public safety specifications demand fire safety compliance. Duraflake•` FR particleboard is a UL® approved, Class A/Classl-rated fire retardant panel that's ideal for interior, non-structural use in restaurants, schools, hospitals, hotels, malls, airports, offices and public buildings. Duraflake® FR offers: • Superior strength and dimensional stability • Low linear expansion and thickness swell • Smooth surface properties for laminating and finishing • Easy machining and low tool wear • Wide range of products and sizes Duraflake® FR Particleboard Specification (Albany, OR) Thickness (in)* Specification Density (pcf)** MOR (psi) MOE (psi) Internal Bond (psi) Face Screw Hold (Ib) Edge Screw Hold (Ib) Linear Expansion (%) Thickness Tolerance (in) Length and Width (in) Squareness (in) " Metric thickness available. "" Density Range */-2% The above physical properties are based on targeted averages of normal production. 3/8- 3/4 Class A/Class 1 Flame Spread 47 1600 325,000 arttc bar 13/16- 11/2 Class A/Class 1 Flame Spread 46.5 1,600 300,000 60 240 . 175 0.35 /- 1/8 • Look for FSC• certified products • Product suitability fora particular application is the responsibility of the fabricator or end user • Complies with ECC 4-11, ANSI A208.1-2009, HUD 24 CFR and CARO ATCM 93120 Formaldehyde Emission Limits • Material Safety Data Sheets are available upon request • All panels are approved for use in interior, non-structural applications • Contains 100%Recycled/Recovered Wood Content APPUCABLE STANDARD TESTS • ASTM E 84 Standard Test for Surface Burning Characteristics of Building Materials • ASTM C 236 Guarded Hat Box Test • UL 723 Tost for Surface Burning Characteristics of Building Materials • CAN/ULC• S102 Test for Surface Burning Characteristics of Building Materials BUILDING CODES • ICC - International Code Council - 2009 International Flre Code • NFPA- National Fire Protection Association • NFPA 101 Ufa Safety Code- NFPA 5000 Building Construction Safety Code AGENCY APPROVALS California State Fire Marshall 2660-1627:100, City of New York MEA 177-78.M, City of Los Angeles RR 24811 Underwriters Laboratories, Inc. Classified Wood Particleboard Surface Burning Characteristic of Building Materials, UL 723 & CAN/ULC - S102 (Based on 100 for Untreated Red Oak) Flame Spread 20 USA 25 Canada Smoke Developed 25 USA 25 Canada Thermal Conductivity (k) and Thermal Resistance (1/k - R)' USAGE NOTES Some laminates applied to Duraflake• FR particleboard may change the fame spread rating. Standard available woodworking glues have been successfully used in lamination. However, some adhesives may have compatibility problems with the chemical system used to manufacture Duraflake• FR particleboard. Any adhesive should bo tested for compatibility with the chemical systom In Duraflake• FR particleboard prior to full-scale gluing. Questions should be directed to the glue supplier. When using Duraflake• FR particleboard In wall systems, an integral vapor barrier must be a propedy Installed component of the wall in any of the following conditions: the wall has an exterior side and the wall separates spaces conditioned unequally. Joints between panels to be designed to accommodate movement of up to .40 percent. Splined or articulated Joints for reveals per AWI Section 500, 500A.G-4'Joints and Transitions' or similar Is suggested. Wood veneers and other laminates should be tested for compatibility with Duraflake• FR particleboard prior to use. Some wood veneers, laminates, and other types of products may have reactions to surface matings end finishes, glues, pressing temperatures, moisture, contaminates, the chemical systems used to manufacture FR particleboard products, the failure to use UV inhibitors, or due to other causes. Reactions may Include discoloration to veneer or laminate. Flakeboard is not responsible for discoloration or for claims associated with discoloration. Please contact your Sales Representative for more information. STORAGEAND HANDLING • uraflake• FR particleboard should never be stored or used outdoors. The indoor storage area should be dean, dry, well ventilated, and free of dust, dirt or particles that could contaminate the particleboard. Store flat on stickers on a level, hard, dry surface. Constant relative humidity and temperature should be maintained. Before use, allow to stabilize to the same conditions as are expected after the panel 6 installed. Condition 48 to 72 hours prior to lamination. For more information, see Composite Panels Association Technical Bulletin: Storage end Handling of Particleboard and MDF. CALIFORNIA PROPOSITION 65 REQUIREMENT Warning: Drilling, sawing, sanding or machining wood products generates wood dust, a substance known to the State of California to cause cancer. Avoid Inhaling wood dust or use a dust mask or other safeguards for personal protection. C UL US LISTED FSC Ie7CM4aa1 0312 RECEIVED CITY OF TUKWILA FEB 22 2018 PERMIT CENTER 8 akery Cage SOUTHCENTER MALL Space FC 16 2600 Southcenter Mall Tukwilla, WA 98188 •aith co. 1725 westlake avenue n suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith©smithco.org http://www.smithco.org/ Consultant Consultant Registration 411 R (STEREO rrT Architect Registration Issues and Revisions ITN STATE OF WASHINGTON xr Oit2. It No. Date Issues By Check 1 12.06.17 2 02.08.18 PERMIT SET JP PERMIT CORRECTIONS KLS Project Name 85'C Bakery Cafe — USA Project Number 02016063.01 Description MATERIAL SPECIFICATIONS Computer File A-3.0.DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of the Consultant and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of the Consultant A-3.0 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 01 2018 City of Tukwila BUILDING DIVISION Project Name 85'C Bakery Cafe — USA Project Number 02016063.01 Description MATERIAL SPECIFICATIONS Computer File A-3.0.DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of the Consultant and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of the Consultant A-3.0 W-1 V1OOD PLANK 7/8" THICK RECLAIMED RED WOOD 0-1 SOLID SURFACE WILSONART- DESIGNER WHITE Q-1 QUARTZ CAMBRIA - ELLA QUARTZ T-1 TILE DALTILE - MULTITUDE ORIGAMI WHITE A-1 ALUMINUM POWDER COATED - WHITE - GLOSS A-2 ALUMINUM POWDER COATED - PANTONE 201 RED o ■ A-3 ALUMINUM PAINTED- BLACK- SEMI -MATTE FINISH M-1 STAINLESS STEEL 0-1 TEMPERED GLASS G-2 GLASS 3/8" THICK CLEAR TEMPERED 3/8" BLACK ACID WASH bV-1.039 2 - RECEIVED CITY OF TUKWILA FEB 22 2018 PERMIT CENTER 0 85 C a kery Cafe SOUTHCENTER MALL Space FCI6 2600 Southcenter Mall Tukwilla, WA 98188 •aith cc 1725 westlake avenue n suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ Consultant Consultant Registration Architect Registration 6294 REGIS RED Issues and Revisions H L. MITH STATE OF -WASHINGTON en 41. No. Date Issues By Check 1 12.06.17 PERMIT SET JP 2 02.08.18 PERMIT CORRECTIONS KLS REVIEWED FOR CCDF COMPLIANCE APPROVED MAR 01 7018 City of Tulcwilo BUILDING DIVISION Project Name 85'C Bakery Cafe — USA Project Number 02016063.01 Description RENDERINGS/FINISH SCHEDULE Computer File A-4.0.DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of the Consultant and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of the Consultant A-4.0 GENERAL NOTES PLUMBING GENERAL NOTES CONT. PLUMBING GENERAL NOTES CONT. LEGENDS, SYMBOLS AND ABBREVIATIONS 1. CONTRACTOR SHALL VISIT JOB SITE, VERIFY FIELD CONDITIONS, REVIEW PLAN AND SPECIFICATIONS AND SHALL INCLUDE IN HIS PRICE THE NECESSARY COST TO CONSTRUCT THIS PROJECT IN ACCORDANCE WITH THE MECHANICAL DRAWING AND SHALL MEET ALL APPLICABLE CODES. 2. ALL MATERIAL AND EQUIPMENT FURNISHED AND INSTALLED SHALL BE NEW, FREE FROM DEFECTS AND SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. SHOULD ANY TROUBLE DEVELOP DURING THE PERIOD DUE TO FAULTY WORKMANSHIP OR MATERIAL, THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIAL AND LABOR TO CORRECT THE TROUBLE WITHOUT COST TO THE OWNER. 3. CONTRACTOR IS TO REVIEW THE PLANS OF OTHER DISCIPLINES AND COORDINATE WITH THE WORK OF OTHER TRADES PRIOR TO INSTALLATION TO AVOID ANY CONFLICT BETWEEN DUCTS, CONDUITS, PIPING, LIGHTING FIXTURES, ETC. NO EXTRAS WILL BE ALLOWED FOR CORRECTION OF CONFLICTS DUE TO LACK OF COORDINATION. 4. THE DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION OF PIPING, DUCT WORK OR DIFFUSERS. 5. THE CONTRACTOR SHALL BRING TO THE ARCHITECT'S ATTENTION OFEQUAL ANY DISCREPANCY OR CONFLICTS IN THE PLANS OR THE SITE CONDITIONS. ALL NECESSARY CHANGES MUST BE APPROVED IN WRITING BY THE ARCHITECT BEFORE START OR WORK. 6. CONTRACTOR TO SUBMIT CATALOG CUT SHEETS OF. ALL THE MATERIAL AND EQUIPMENT TO BE USED AND WORKING SHOP DRAWINGS FOR APPROVAL BEFORE START OF WORK.Seattle, 7. SUPPORTS FOR ALL PIPING AND DUCTWORK SHALL BE IN ACCORDANCE WITH LATEST SMACNA "GUIDELINES FOR SEISMIC RESTRAINTS OR MECHANICAL SYSTEMS AND PLUMBING SYSTEMS". 13. HORIZONTAL LINES SHALL HAVE HANGERS OR SUPPORTS SPACED AS FOLLOWS: A. CAST IRON PIPE - 5' CENTERSPOD B. STEEL PIPE - 10' CENTERS C. COOPER TUBING - 5' CENTERS FOR 1-1/2" AND SMALLER, 10' CENTERS FOR 2" AND LARGER 14. PIPING SHALL BE NEW AND FREE FROM FOREIGN SUBSTANCES. REA M OUT ALL BURRS FORMED IN CUTTING PIPE. THREADS SHALL BE CUT ACCURATELY AND NOT OVER TWO THREADS SHALL SHOW BEYOND THE FITTING. FRICTION WRENCHES SHALL BE USED WITH PLATED POLISHED, OR SOFT METAL PIPING. 15. CHANGES IN PIPE SIZE SHALL BE MADE WITH REDUCING FITTINGS, AND BUSHING WILL NOT BE PERMITTED. 16. UNION CONNECTION SHALL BE INSTALLED DOWNSTREAM OF ALL VALVES, AT ALL EQUIPMENT CONNECTIONS AND AT OTHER POINTS AS REQUIRED. 17. CUTTING OR BORING OF HOLES THROUGH STRUCTURAL MEMBERS SHALL BE DONE ONLY WHEN IT IS IMPOSSIBLE TO ROUTE PIPING IN ANOTHER MANNER. IF CUTTING OR BORING IS NECESSARY IT SHALL BE ACCOMPLISHED ONLY BY WRITTEN APPROVAL FROM THE ARCHITECT, STRUCTURAL AND BUILDING ENGINEER, AND ALSO INCLUDED IN HIS BIDS. WORK SHALL COMPLY WITH CBC SECTIONS 2320A.8.3 AND 2320A.11.10. 18. DO NOT ALLOW THE PIPING, VALVES OR CONNECTORS TO FORM A RIGID CONNECTION WITH THE STRUCTURE OR OTHER PIPES. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS OR CONNECTED EQUIPMENT. 19. PROVIDE SIOUX CHIEF WATER HAMMER ARRESTER FOR EACH PLUMBING FIXTURE BANK OR 18" HIGH AIR CHAMBER FOR EACH PLUMBING FIXTURE. SIZE OF WATER HAMMER ARRESTER SHALL BE SUFFICIENT TO HANDLE THE REQUIRED FIXTURE UNIT AT EACH BANK. 20. THE DOMESTIC WATER SUPPLY AND DISTRIBUTION SYSTEM WITHIN THE AREA OF WORK SHALL BE STERILIZED WITH CHLORINE IN SOLUTION IN ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION PUBLICATION C-601-1954. PRESSURE TEST ENTIRE HOT AND COLD PIPING AND DRAINAGE SYSTEM FROM CAPPED CONNECTIONS, TO AND INCLUDING VENTS. 22. ALL DOMESTIC WATER LINE, FIXTURES, AND FITTING SHALL BE _ AB-1953WATER LEAD-FREE AND COMPLIANT. 23. PROVIDE ACCESS PANEL FOR ALL STUB OUTS ENDED INSIDE CEILING OR WALL. 24. THREADED FITTINGS: ANSI/ASME B16.3 BLACK MALLEABLE IRON. 25. SOCKET -WELDING FITTINGS: ANSI B1 6.1 1 FORGED STEEL. 26. BUTT -WELDING FITTINGS: ANSI/ASME B16.9 WROUGHT STEEL WITH BACKING RINGS OF COMPATIBLE MATERIAL. 27. UNIONS: ASME/ANSI B16.39 BLACK MALLEABLE IRON. 28. FLANGES AND FLANGED FITTINGS: ASME/ANSI B16.5 STEEL FLANGES OR CONVOLUTED STEEL FLANGES. FLANGE FACES SHALL HAVE INTEGRAL GROOVES OF RECTANGULAR CROSS SECTION WHICH AFFORD CONTAINMENT FOR SELF -ENERGIZING GASKET MATERIAL. 29. THREADED JOINTS: WHERE POSSIBLE USE PIPE WITH FACTORY -CUT THREADS, OTHERWISE CUT PIPE LENGTHS ACCORDINGLY WITH ANSI/ASME B1.20.1. PROVIDE THREADS SMOOTH, CLEAN, AND FULL -CUT. APPLY ANTI -SEIZE PASTE OR TAPE TO MALE THREADS PORTION. WORK PIPING INTO PLACE WITHOUT SPRINGING OR FORCING. BACKING OFF TO PERMIT ALIGNMENT OF THREADED JOINTS WILL NOT BE PERMITTED. ENGAGE THREADS SO THAT NOT MORE THAN TWO THREADS REMAIN EXPOSED. USE UNIONS FOR CONNECTIONS TO VALVES, METERS FOR WHICH A MEANS OF DISCONNECTION IS NOT OTHERWISE PROVIDED. 30. WELDED JOINTS: WELD BY THE SHIELDED METAL -ARC PROCESS,USING COVERED ELECTRODES AND IN ACCORDANCE WITH PROCEDURES ESTABLISHED AND QUALIFIED IN ACCORDANCE WITH ASME 831.8. 31. FLANGED JOINTS: USE FLANGED JOINTS FOR CONNECTING WELDED JOINT PIPE AND FITTINGS TO VALVES TO PROVIDE FOR DISCONNECTION. INSTALL JOINTS SO THAT FLANGE FACES BEAR UNIFORMLY ON GASKETS. ENGAGE BOLTS SO THAT THERE IF COMPLETE THREADING THROUGH THE NUTS AND TIGHTEN SO THAT BOLTS ARE UNIFORMLY STRESSED AND EQUALLY TORQUE. 32. USE TEST PRESSURE OF 50 PSIG. DO NOT TEST UNTIL EVERY JOINT HAS SET AND COOLED AT LEAST 8 HOURS AT TEMPERATURES ABOVE 50 DEGREES F. TEST PIPING SYSTEM FOR AT LEAST 4 HOURS WITHOUT PRESSURE LOSS OR VISIBLE LEAKS. 33. PLUMBING FIXTURE CONNECTION SIZE: SEE PLAN. 34. ALL HOT WATER PIPE SHALL BE INSULATED WITH INSULATION PER 2016 UPC STANDARD. MINIMUM 1" -THICK INSULATION FOR PIPE LESS THAN 1 "0 AND MINIMUM 1%2" -THICK INSULATION FOR PIPE LARGER THAN OR EQUAL TO 1 "f�. 35. SANITARY AND GREASE DRAINAGE PIPING AND FITTING: A. CAST IRON SOIL PIPE AND FITTINGS (ABOVE FLOOR): REQUIRED CISPI 301 & 310 WHICH COMPLIANCE WITH HUD UM 77A CAST IRON HUBLESS SOIL PIPE AND FITTING. ALL PIPE AND FITTINGS SHALL BE MARKED WITH CISPI'S COLLECTIVE TRADEMARK OR RECEIVE PRIOR APPROVAL BE THE ENGINEER OF RECORD. JOINTS FOR HUBLESS PIPE AND FITTINGS: CISPI 310 AND SHALL• CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND LOCAL CODE REQUIREMENTS. ANACO "HUSKY SD 4000, CLAMP -ALL 125, TYLER WB, MG COUPLINGS, OR EQUAL, COMPLY WITH FM 1 680, CLASS 1. B. CAST IRON SOIL PIPE AND FITTINGS (BELOW SLAB):ASTM A74 STANDARD WEIGHT HUB AND SPIGOT PIPING AND FITTING. ALL PIPE AND FITTINGS SHALL BE MARKED WITH CISPI'S COLLECTIVE TRADEMARK OR RECEIVE PRIOR APPROVAL BE THE ENGINEER OF RECORD. JOINT FOR HUB AND SPIGOT PIPE AND FITTINGS: ASTM C-564 COMPRESSION GASKETS OR SHALL BE INSTALLED WITH LEAD AND OAKUM. C. COPPER DRAINAGE PIPING AND FITTINGS (ABOVE FLOOR): ASTM B306 DWV TYPE COPPER TUBING AND ANSI B16.23 CAST BRONZE SOLDER -JOINT DRAINAGE TYPE FITTING. PROVIDE MISSION, OR CISPI 310 ADAPTOR COUPLING WITH NEOPRENE GASKET AND STAINLESS STEEL SHIELD WITH TWO BANDS. D. CONDENSATE PIPING AND FITTINGS: ASTM B88 HARD DRAWN'with DEOXIDIZED, TYPE M COPPER TUBING WITH ANSI B16.22 WROUGHT COPPER WYES AND LONG RADIUS SOLDER -JOINT FITTINGS. 36. PRESSURE PIPING AND FITTING: A. DOMESTIC COLD AND HOT WATER (ABOVE GRADE): HARD DRAWN DEOXIDIZED WATER SERVICE TUBING CONFORMING TO ASTM B88,G TYPE L. PROVIDE 125 PSI FLANGE AT CHANGE OF MATERIAL LOCATIONS. B. DOMESTIC COLD AND HOT WATER (BELOW GRADE): HARD DRAWN DEOXIDIZED WATER SERVICE TUBING CONFORMING TO ASTM B88, TYPE TYPE "K"' C. FITTINGS FOR COPPER WATER TUBING: ANSI B16.22 WROUGHT COPPER SOLDER -JOINT FITTING. D. HARRIS, ENGELHARD, OR EQUAL, SCUP FILLER MATERIAL FOR BRAZING OF COPPER FITTING JOINTS. BRAZE JOINTS FOR COLD PIPING 2-1/2" AND LARGER. BRAZE JOINTS FOR HOT WATER PIPING 2-1/2" AND LARGER. 37. THE FOLLOWING MATERIALS ARE NOT DEEMED TO BE AN APPROVED PLUMBING MATERIAL FOR THE CONSTRUCTION OF THIS PROJECT. A. ABS AND PVC FOR DRAIN, WASTE AND VENT FITTINGS. B. PEX, EEX-AL-EEX, PE -AL, AND PE FOR WATER. C. PE, CPVC AND PVC FOR WATER SERVICE. 1 SYMBOL ABBREV. DESCRIPTION k box'= �. Bakery Cafe POC POINT OF CONNECTION POINT OF DISCONNECT • -- PLUMBING FIXTURE CONNECTION CO CLEAN OUT C DN . PIPE DOWN UP PIPE UP > -- FLOW DIRECTION '1'1'1'1'1 TH THERMOSTAT -c BFP BACKFLOW PREVENTER SOV SHUT-OFF VALVE5OC 1)qSPRINKLERS, N CKV CHECK VALVE 1'61 GCK GAS COCK ® FD FLOOR DRAIN , PR PIPE REDUCER s WCO WALL CLEAN-OUT FCO FLOOR CLEAN-OUT ® WM SUB -WATER METER PRV PRESSURE REDUCING VALVE ITI PG PRESSURE GAUGE LINE TYPE ABBREV. DESCRIPTION SOUTHCENTER MALL Space FC16 2600 Southcenter Mall Tukwilla, WA 98188 coo 1725 westlake avenue n suite 210 washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ (E) EXISTING PIPE TO REMAIN G. NATURAL GAS HWS- HWS HOT WATER SUPPLY CW COLD WATER SUPPLY PLUMBING GENERAL NOTES Consultant 1. PROVIDE ISOLATED COUPLINGS AND/OR UNIONS AT POINTS OF CONNECTION BETWEEN COPPER, STEEL AND BRASS PIPING. 2. ALL WATER PIPING SYSTEMS AND DRAINAGE PIPING SYSTEMS, INCLUDING SUPPLY, WASTE AND DRAIN SHALL BE INSTALLED WITH VIBRATION ISOLATORS AND SHALL BE ISOLATED FROM ANY STRUCTURAL MEMBERS,21. WALL SECTIONS OR OTHER MATERIALS THAT COULD TRANSMIT SOUND TO THE OCCUPIED AREAS. ALL HANGERS, STRAPS, BRACKETS, AND SUPPORTS SHALL HAVE ACOUSTICAL COMPONENTS OR COMBINED NEOPRENE AND PLASTIC FOAM BY TECH SPECIALTIES, DIVISION OF SPECIALTY PRODUCTS CO. TO ISOLATE COMPLETE PIPE CONTACT AREA. ALL ISOLATION MATERIAL SHALL HAVE A MINIMUM THICKNESS OF 1/2". INSTALL ALL COMPONENTS AS PER MANUFACTURER'S INSTRUCTIONS. 3. INSTALL ALL CLEAN -OUTS WHERE REQUIRED BY ORDINANCES, AT ENDS OF HOUSE DRAINS, AT ALL CHANGES IN DIRECTIONS, IN ALL STRAIGHT RUNS AT 50 FOOT INTERVALS, WHERE HORIZONTAL MAINS CHANGE SIZE,AND AT ALL ENDS OF ALL BRANCH PIPES WHICH ARE 5' OR OVER IN LENGTH. ADDITIONAL CLEANOUT SHALL BE PROVIDED IN DRAINAGE LINE FOR EACH AGGREGATE HORIZONTAL CHANGE OF DIRECTION EXCEEDING 1 35° 4. PLUMBING FIXTURES SHALL BE COMPLETED WITH ALL ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. 5. SELECTION OF FAUCETS AND FITTINGS SHALL AVOID THE TYPE WITH POTENTIAL FOR LEAD CONTAMINATION. 6. INSTALL STOP VALVES ON HOT AND COLD WATER SUPPLIES TO EACH FIXTURE. 7. ALL FLOOR DRAIN MUST HAVE 1/2" COLD WATER LINE CONNECTED TO TRAP PRIMER. ALL UNDERGROUND COLD WATER LINE SHALL BE ASTM TYPE -K HARD DRAWN COPPER INSTALLED WITH CONTINUOUS SLOPE TOWARD FLOOR DRAIN. 8. MATERIALS, METHODS AND LOCATIONS OF SERVICE MAINS CONNECTING THE NEW CONSTRUCTION TO ALL NEW AND EXISTING SERVICES SHALL BE IN STRICT ACCORDANCE WITH RULES, REGULATIONS CODES AND REQUIREMENTS OF ALL AGENCIES HAVING JURISDICTION OVER THIS INSTALLATION. LOCATE ALL EXISTING STUBS TO BE CONNECTED TO IN THIS CONTRACT BEFORE WORK IS STARTED. COORDINATE LOCATION OF WATER AND SEWER CONNECTIONS WITH BUILDING ENGINEER. 9. CAULK AIRTIGHT ALL PLUMBING PENETRATIONS IN SOUND RATED WALLS AND FLOOR/CEILINGS. SEAL PENETRATIONS OF CONCRETE FLOORS WITH CEMENT GROUT. MINIMIZE PENETRATIONS THROUGH SOUND RATED CONSTRUCTION. 10. CONTRACTOR SHALL INSTALL ALL PLUMBING FIXTURES AND TRIM AS SHOWN ON THE ARCHITECTURAL PLANS. ROUGH -IN FOR ALL FIXTURES SHALL BE EXACTLY TO MEASUREMENTS FURNISHED BY FIXTURE MANUFACTURER. ALL EXPOSED PARTS TO BE CHROMIUM PLATED UNLESS SPECIFIED OTHERWISE. 11. KEEP ROUGH -IN CUTS WITHIN THE PLATE LINES AND DO NOT CUT COMPLETELY THROUGH PLATES IN SOUND -RATED WALLS. DRILL OR SAW NEAT ROUND HOLES FOR ALL PIPING. SIZE APPROXIMATELY Y2 INCH LARGER THAN THE PIPE DIAMETER. 12. PIPE LINES SHALL BE INSTALLED FREE FROM TRAPS AND AIR POCKETS11 AND TRUE TO LINE AND GRADE WITH SUITABLE SUPPORTS PROPERLY SPACED. PIPING SHALL BE INSTALLED WITHOUT UNDUE STRESSES AND WITH PROVISION FOR EXPANSION AND CONTRACTIONS.purpose CW FILTER WATER FW FW SW SANITARY WASTE GREASE WASTE GW V VENT PIPE k CD CONDENSATE DRAIN CD J H Design ADR: 3119 TEL: 510-788-6029 CEL: 510-468-0613 FAX: 510-788-6039 P Engineering a n d Services Inc. Central Parkway, Dublin CA. 94568 DRAWING INDEX P-0.1 PLUMBING GENERAL INFORMATION P-0.2 PLUMBING CALCULATIONS AND EQUIPMENT SCHEDULES TABLES P-0.3 PLUMBING DETAILS P-1 .0 2ND FLOOR DOMESTIC WATER PIPING PLANS P-1.1 2ND FLOOR WASTE AND VENT PIPING PLANS Consultant Registration Architect Registration HUI ,0 �\'. •' ..qti , •`~P `'"��; • • : ,.• ,+''i�' SCOPE OF WORK • • FURNISH AND INSTALL PLUMBING FIXTURES AND ASSOCIATED COMPONENTS PER PLAN. • FURNISH AND INSTALL NEW DOMESTIC WATER PIPING SYSTEM WITH ALL OTHER ASSOCIATED COMPONENTS PER PLAN. • FURNISH AND INSTALL NEW WASTE, AND VENT SYSTEM WITH ALL OTHER ASSOCIATED COMPONENT PER PLAN. EXPIRES 12/05/18 ol''41"2ey ' Issues and Revisions No. Date Issues By Check 1 12.06.17 PERMIT SET AL JP APPLICABLE CODE 2 01.18.18 PLAN CHECK REV.1 0 AL JP 2015 INTERNATIONAL BUILDING CODE O. ' A 0 : u 4 A CODE 2015 UNIFORM PLUMBING CODE 0 n. ' 1 • i` CODE - COMMERCIAL 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL FUEL GAS CODE STATE OF WASHINGTON AMENDMENTS AND SUPPLEMENTS TO ABOVE CODES ALL CITY OF TUKWILA MUNICIPAL CODES 0 34 . SEPARATE PERMIT AND t APPROVAL -': REQUIREa. I REVIEWED FOR I C CODE COMPLIANCE All -PROVED MAR 01 2018 • City of Tukwila BUILDING DIVISIONS Project Name 8 'C Bakery Cafe - USA Project Number 17045 Description PLUMBING GENERAL INFORMATION E� "r`CI�°f Computer File MP.DWG CoT`� OF TUKWILA FEB 0 g 2013 Scale AS NOTED PERMIT CENTER Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the propertyof the Consultant and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any whatsoever without the written permission of the Consultant . P=Is a 1 PLUMBING EQUIPMENT SCHEDULES, CALCULATION, AND TABLES PLUMBING FIXTURE SCHEDULE TAG FIXTURE MAX. WATER USAGE DESCRIPTION FS FLOOR SINK N/A ZURN MODEL Z1900 12"x12"X6"DEEP, 3"0 NO -HUB OUTLET FLOOR SINK WITH Y2 OR 3/4 4„ BFP O 1 TP TRAP PRIMER N/A PRECISION PLUMBING PRODUCTS (PPP) MODEL MP -500-12V TRAP PRIMER WITH BATTERY OPERATED SOLENOID VALVE AND KEY OPERATED LOCKABLE RECESSED WALL BOX. PROVIDE DISTRIBUTION UNIT FOR VALVE SERVING MORE THAN 1 FLOOR DRAIN. FLOOR SINK PLUMBING EQUIPMENT SCHEDULE TAG DESCRIPTION ITEM A.O. SMITH ELECTRIC TANK TYPE WATER HEATER. MODEL DEL -30, (2)5KW, 10KW INPUT TOTAL, 30 GALLON CAPACITY. 51 RISE. COMPLETE WITH DRAIN PAN, T&P VALVE, FLEXIBLE HOSE CONNECTION, UNION FITTINGS, ISOLATION VALVES, AND CHECK VALVE, AND AMTROL ST -5 EXPANSION TANK. COORDINATE WITH ELECTRICAL FOR 208V/30/60HZ POWER, DISCONNECT SWITCH AND WIRING TO WATER HEATER. SET DISCHARGE WATER TEMPERATURE AT 120°F. PROVIDE SCHEDULED EQUIPMENT OR APPROVE EQUAL. WATER (EWHGPH©80°F 01 1 TAG ZURN/WALKINS REDUCED PRESSURE PRINCIPLE ASSEMBLY MODEL: 975XL, 3/4"0 THREADED INLET / OUTLET, IAPMO LISTED, LEAD-FREE AND NSF COMPLIANT. 175 PSI WORKING PRESSURE. INSTALL ASSEMBLY IN CABINET WITH REQUIRED CLEARANCE FOR ACCESS. PROVIDE 3"0 FUNNEL DRAIN BELOW DRAIN PORT OF ASSEMBLY AND PIPE DRAIN TO NEAR -BY FLOOR SINK. BFP O 1 EACH HOT WATER HEATER SIZING APPENDIX E HOT WATER DEMANDS NO, OF UNITS -TOTAL GPI -1' #20, 3 -COMP SINK 1 X 25.0 25.0 #29, DUMP SINK #40, HAND SINK 1 1 10.0 5.0 #41, PREP SINK 1 X x 10.0 10.0 5.0 10.0 X x x TOTAL Ix 50.0 I. Calculating the BTU (British Thermal Units) for kitchen gas water heater: GMP x degrees rise x 11' BTU '8.33 lbs./gel. of water = 11.1 (rounded off = 11) 0.75 (thermal efficiency of gas) The gas hot water heater with at least a rating of N/A BTU 1!. Calculating the KW (kilowatt) requirement for kitchen electric water heater. Total GPH = 50.0 GPH = 9.9 KW < 10 KW galtKWH gal/KWH PROVIDED `KW= GPH x "RISE x 8.33 .98 x 3412 BTU KW Please make the necessary changes or alterations. as Indicated above, for the minimum supply of hot water for the food establishment The recovery rate of the properly sized water heater must meet the peak demands of the total GPH. Brio, .or 22 PLAN CHECK GUIDE 01-29-2010 PLUMBING FIXTURE UNIT (FU) CALCULATION TAG FIXTUREQTY ITEM WASTE WATER CW TAG TYPE EACH TOTAL EACH TOTAL 1" FS FLOOR SINK 3 3.0 9.0 N/A -- SANITARY WASTE AND VENT PIPE TP TRAP PRIMER 1 N/A -- 1.0 1.0 CAST IRON NO -HUB *19 WATER FILTER 1 *** -- 2.5 2.5 1 *19A WATER FILTER 1 N/A -- 1.0 1.0 Y2"0 *20 3 -COMP SINK 1 *** -- 3.0 3.0 -- *26 ESPRESSO 2 *** -- # -- ESPRESSO *28 BREWER 1 *** -- ** -- *29 DUMP SINK 1 *** -- 1.0 1.0 -- *34 HW DISPENSER 2 *** -- ** -- Y2"0 *39 ICE MAKER 1 *** -- 0.5# 0.5 -- *40 HAND SINK 1 1.0 1.0 1.0 1.0 WATER HEATER *41 PREP SINK 1 *** -- 1.5 1.5 *42 DIPPER WELL 2 *** -- 0.5 1.0 Y2"0 TOTAL FIXTURE UNIT DFU WFU 10 Me 1 1Y2"0 2"0 * OWNER/GC FURNISHED AND INSTALLED EQUIPMENT SCHEDULE ON ARCHITECTURAL ** FROM WATER FILTER SYSTEMS. *** INDIRECTLY DRAIN TO FLOOR SINK. # MAKE CONNECTION TO DEDICATED WASTE AND VENT SYSTEM: EQUIPMENT; REFER PLAN FOR WATER FILTER THEN TABLE 703.2) TO DETAIL. TO FIXTURE. SW CODE REQUIREMENT 2"0 V REQUIREMENT (PER 2016 UPC TABLE 702.1 AND MIN. CODE REQUIRED SANITARY WASTE NEW SANITARY WASTE TO BE PROVIDED: MIN. CODE REQUIRED PLUMBING VENT NEW PLUMBING VENT TO BE PROVIDED: DOMESTIC WATER SYSTEM: PIPE SIZE: (1) 4"0 (1) 4"0 SW = (V) PIPE SIZE: (1) (1) 3"0 V > CODE TABLE 610.4) (PER 2016 UPC TABLE 610.3 AND MIN. CODE REQUIRED WATER PIPE SIZE: 3/4"0 NEW WATER PIPE TO BE PROVIDED: 3/4"0 = CODE REQUIREMENT HYDRONIC PIPE MATERIAL SCHEDULE* TAG FIXTURE ITEM LOCATION SPECIFICATIONS CW FW INSULATION DOMESTIC WATER PIPE ABOVE GRADE TYPE L COPPER MIN. 1" JACKETTED FIBER GLASS DOMESTIC WATER PIPE BELOW GRADE TYPE K COPPER MIN. 1" JACKETTED FIBER GLASS SANITARY WASTE AND VENT PIPE ABOVE GRADE CAST IRON NO -HUB -- Y2"0 N/A SANITARY WASTE AND VENT PIPE BELOW GRADE CAST IRON NO -HUB 1 19 WATER FILTER N/A * SCHEDULE SHOWN FOR QUICK REFERENCE ONLY. SEE COMPLETE MATERIAL SPECIFICATIONS ON PB -0.1. MINIMUM PLUMBING FIXTURE BRANCH PIPE SIZE TAG FIXTURE WASTE TRAP VENT** CW FW HW REMARK FS FLOOR SINK 3"0 3"0 3"0 -- -- -- TP TRAP PRIMER -- -- -- Y2"0 -- --1Q 1 19 WATER FILTER Y2"0 -- -- 3/4"0 -- -- 19A WATER FILTER -- -- -.- Y2"0 -- -- O 20 3 -COMP SINK 2"0 -- -- Y2"0 -- Y2"0 Oti 26 ESPRESSO Y2"0 -- -- -- Y2"0 -- 28 BREWER Y2"0 -- -- -- Y2"0 -- 29 DUMP SINK Y2"0 -- -- Y2"0 -- Y2"s TC3), 34 HW DISPENSER Y2"0 -- -- -- Y2"0 -- 36 WATER HEATER 3/4"0 -- -- 3/4"0 -- 3/4"0 041 39 ICE MAKER Y2"0 -- -- Y2"0 -- -- 063 40 HAND SINK 2"0 1Y2"0 2"0 Y2"0 -- Y2"0 az 41 PREP SINK -- -- -- Y2"0 -- Y2"0 (s 42 DIPPER WELL -- -- -- YZ"0 -- -- GENERAL 1. PIPE SEE FINAL PRIOR CONNECTION 2. UNDERGROUND SEE REMARKS NOTES SIZES SHOWN MAY NOT BE NECESSARY THE FIXTURE CONNECTION SIZE. PRODUCT MANUFACTURER RECOMMENDED PIPING CONNECTION SIZES TO INSTALL. PROVIDE REDUCER BETWEEN BRANCH LINE AND AS REQUIRED. VENT PIPE SHALL BE 1 "0 LARGER THAN SCHEDULED SIZE PLUMBING GENERAL NOTES FOR DETAIL. ISOLATION VALVE AND WATER HAMMER ARRESTER FOR EACH BANK OR MIN. 18" AIR CHAMBER AT EACH PLUMBING FIXTURE. THERMAL MIXING VALVE AND SET HOT WATER TEMPERATURE NO HIGHER SCHEDULED SIZE INDIRECT DRAIN FROM EQUIPMENT TO NEARBY FLOOR PLAN FOR DETAIL. 1O PROVIDE FIXTURE © PROVIDE THAN 110°F. ® PROVIDE SINK. SEE bUT- PERMIT AND APPROVAL REQUIRED 5°C Bakery Cafe SOUTHCENTER MALL Space FC 16 2600 Southcenter Mali Tukwilla, WA 98188 smith co. 1725 westlake avenue n suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ Consultant JHP Engineering and Design Services Inc. ADR: 3119 Central Parkway, Dublin CA. 94568 TEL: 510-788-6029 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration Architect Registration EXPIRES 12/05/18 Issues and Revisions No. Date Issues By Check 1 12.06.17 PERMIT SET AL JP 2 01.18.18 PLAN CHECK REV.1 /N AL JP REVIEWED FOR CODE COMPLIANCE APPROVED MA11 01 2013 City of Tukwila BUILDING DIVISION Project Name 85°C Bakery Cafe - USA Project Number 17045 Description PLUMBING CALCULATIONS AND EQUIPMENT SCHR41,145DTABLES Computer File MP.DWG CITY OF TUKWILA Scale AS NOTED FEB 0 9 2013 PERMIT CENTER Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of the Consultant and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of the Consultant P-0.2 ATTACHMENT TO STRUCTURE WITH SPECIFIED ANCHOR OR INSERTS SPECIFIED TRANSVERSE BRACE SPECIFIED HANGER ROD SPECIFIED LONGITUDINAL BRACE 'IPE CLAMP 10 GA STRAP OR U -BOLT PIPE RACK UNSTRUT P-5500 60"MAX.SPAN BETWEEN HANGER RODS HANGER ROD ROD AND BRACING SPECIFIED PIPE SHIELD FOR INSULATED PIPE SPECIFIED PIPE HANGER PIPE SIZE HANGER ROD SIZE MAX. WEIGHT PER HANGER LOAD MAXIMUM PIPE SUPPORT SPACING 2" -12" $" 610 LBS 6'- 0" 2'-3" 2" 730 LBS 10'- 0" 4" $" 810 LBS 12'- 0" NOTES: 1. SUPPORT PIPES AT INTERVALS INDICATED AND AT EACH CHANGE OF DIRECTION. 2. MULTIPLE PIPES MAY BE SUPPORTED ON A COMMON TRAPEZE SIZE AND SPACING TRAPEZE SIZE AND SUPPORT SPACING SHALL BE GOVERNED BY CUMULATIVE WEIGHT OF SUPPORTED PIPING. 3. BRACE PIPING LONGITUDINALLY AND TRANSVERSELY ACCORDING TO SMACNA GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEM AND PLUMBING PIPING SYSTEM PIPE SUPPORT DETAIL SCALE: N.T.S. CW EXPANSION TANK TO DRAI METAL STRAP, BOLT TO WALL BRACING WITH 2 #14 METAL SCREW AT EACH CONNECTION DRAIN PA MIN. 2" HWS HWS THERMOSTAT SHUT-OFF VALVE, TYP. LEXIBLE CONNECTION, TYP. DIELECTRIC UNION, TYP. T 4" MIN. 0 0 T&P RELIEF ACKING PLATE AT STUD WALL FOR CONNECTION 3/4"0 DRAIN FROM T&P PIPED TO NEAR -BY FLOOR SINK \ - 3/4"0 DRAIN FROM DRAIN PAN PIPED TO NEAR -BY FLOOR SINK RAISED PLATFORM �z1 WATER HEATER MOUNTING/PIPING DETAIL SCALE: N.T.S. System No. C -AJ -1027 January 18, 1999 (Formerly System No. 202) F Rating — 3 Hr T Rating — 0 Hr SECTION A -A 1. Floor or Wall Assembly — Min 4-1/2 in. thick lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of through opening is 12-1/4 in. See Concrete Blocks (CAZT) category in Fire Resistance Directory for names of manufacturers. 2. Through Penetrants — One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. Min annular space between pipe, conduit or tubing and edge of opening is 0 in. (point contact). Max annular space is dependent on pipe, conduit or tubing type and size as well as the F Rating of the system, as shown in the table below. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe — Nom 10 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Conduit—Nom 6 in. diam (or smaller) rigid steel conduit. C. Conduit—Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. D. Copper — Tubing Nom 3 in. diam (or smaller) Type L (or heavier) copper tubing. E. Copper — Pipe Nom 3 in. diam (or smaller) Regular (or heavier) copper pipe. F. Iron Pipe — Nom 10 in. diam (or smaller) cast or ductile iron pipe. Pipe Conduit or Tubing Type Max Nom Pipe Conduit or Tubing Diam In. F Rating Hr Max Annular Space In. A or F 10 3 3/4 B 6 3 3/4 C 4 3 1-1/2 D and E 3 3 3/4 D and E 3 2 7/8 3. Fill, Void or Cavity Materials* — Putty — Moldable putty material kneaded by hand and applied to fill annular space to a min depth of 1 in., flush with top surface of floor. In wall assemblies, required putty thickness to be installed symmetrically on both sides of wall. 3M COMPANY — MP+ Stix *Bearing the UL Classification Marking This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. aOus (3 PIPE THRU RATED FLOOR DETAIL SCALE: N.T.S. 85°C Bakery Cafe SOUTHCENTER MALL Space FC16 2600 Southcenter Mali Tukwilla, WA 98188 •aith cc 1725 westlake avenue n suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ Consultant JHP Engineering and Design Services Inc. ADR: 3119 Central Parkway, Dublin CA. 94568 TEL: 510-788-6029 CEL: 510-468-0613 FAX: 510-788-6039 2" ISLAND VENT CLEANOUT BEYOND FIN. FLOOR 2"x 2"x2" WYE 2"x2"X2" COMBINATION WYE 2" WASTE • TOP OF CABINET OR SPLASH BACK EXTEND VENT AS HIGH AS POSSIBLE N.T.S. 2" x 11/2"x 2" TEE WYE TO FIXTURE CLEANOUT OPENING THRU FLOOR, SEAL PER SPECIFICATIONS. " FOOT VENT 2" C.I. LONG SWEEP LOOP VENT DETAIL SCALE: UT -OFF FERRULE AND SCREW PLUG FINISHED GRADE CONCRETE BLOCK 9ZIMITISINV5A amoiiiran FLUSH WITH FLOC) LUG WHERE C.O. OCCURS AT END OF LINE FLOOR CLEAN OUT DETAIL SCALE: N.T.S. 3/4"0 SUB -WATER METER - AS REQUIRED. CONFIRM WITH LANDLORD FOR EXACT REQUIREMENTS 3/4"0 CW MAIN - SHUT -OFF FLOOR 1 POC /BFP\ (TO FL. SINK 3/4"9LEAD-FREE PRESSURE REDUCING VALVE AS REQUIRED. CONTRACTOR TO CONFIRM AVAILABLE WATER PRESSURE. H c d o d G a. a d d a d d d 4 G 4 .4 4 a. a a. a PRESSURE GAUGE H CONTINUE TO CW DISTRIBUTION a a a d d d d 4 4 4 4 _ 4 -3/4"0 CW PROVIDED BY LANDLORD bt1-- O3'J2 WATER SERVICE CONNECTION DETAIL SCALE: N.T.S. SEP M ER1T AND P APPROVAL REQUIRED Consultant Registration Issues and Revisions Architect Registration EXPIRES 12/05/18 Os/1110F No. Date Issues By Check 1 12.06.17 PERMIT SET AL JP 2 01.18.18 PLAN CHECK REV.1 AL JP 10E REVIEWED FOR CODE COMPLIANAPPRCe�F MAR 01 2010 City of Tukwila BUILDING DIVISION Project Name 85°C Bakery Cafe - USA Project Number 17045 Description PLUMBING DETAILS Computer File MP. DWG CITY OF TUKWILA Scale AS NOTED FEB 0 9 2040 PERMIT CEN-I'ER Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of the Consultant and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any p rpose whatsoever without the written permission of the Consultant P-.013 _ - 0 4-) rd-I 1 ��-__-- 2 GENERAL NOTES: © 3/4"� FILTERED WATER (FW) DISCHARGE FROM FILTRATION SYSTEM. Q / EQUIPMENTRESPONSIBLESERVEDBYTOFILTEREDCONNECTW FROM DEDICATED WATER FILTER. PLUMBINGfi ?ONTCTORIS ATERBY O FILTER AND EQUIPMENT WITH ALL REQUIRED FITTING.(CONFIRMING O 0 FW RUN ABOVE FL. IN KICK-SPACE OF CABINET/COUNTER/EQUIPMENT. • Y2"0 HWS RUN ABOVE FL. IN KICK-SPACE OF CABINET/COUNTER/EQUIPMENT. O 30-GAL ELECTRIC WATER HEATER. SEE EQUIPMENT SCHEDULE FOR DETAIL. ALSO SEE85°C PIFOR PGILFitlNTY 3„UPPORTS PROVIDE /4 0 WATER CONNECTIONS TO WATER HEATER WITH SHUT-OF VALVE. SEE PIPING DIAGRAM FOR DETAILS. 3 �� PROVIDE (N) /4 � LEAD-FREE BACKFLOW PREVENTER (BFP) FOR TENANT CW SERVICE. WATER BRAND MODEL AND OTHER REQUIREMENTS OF BFP. " PROVIDE 3 FUNNEL DRAINS DIRECTLY BELOW RELIEF VALVE OF BFP. DRAIN FUNNEL DRAIN WITH 2» 0 WASTE LINE. INDIRECTLY DISCHARGE 2” W TO NEAR-BY FLOOR SINK. 1. CONSTRUCTOR IS RESPONSIBLE TO VERIFY EXACT LOCATION AND CONDITIONS OF EXISTING UTILITIES AT FIELD PRIOR TO BID. ITS ALSO THE CONTRACTOR'S RESPONSIBILITY TO VERIFY FIELD CONDITION PRIOR TO CONSTRUCT. 2. CONSTRUCTION SHALL NOT INTERRUPT UTILITY SERVICE OF OTHER TENANT SPACES. IF TEMPORARY UTILITY SHUT-DOWN IS REQUIRED, ALWAYS COORDINATE WITH FACILITY FACULTY PRIOR TO SHUT-DOWN. LL WORK DONE IN PLACE SHALL T OF THE 3 IET€ ETO BE REMAINED. THAT IS RE::: 4. CONSTRUCTOR SHALL E X-RAY SCANNING TO EXISTING SLAB PRIOR TO ANY CORE DRILLING OR CUTTING OF FLOOR. COORDINATE OCONFIRM EXACTCONFIRMWITH REQUIREMENTS AND FROM DAMANG THE: STRUCTURAL INTEGRITY OF EXISTING SLAB. CONSTRUCTOR SHALL VERIFY POINTS OF CONNECTIONS OF UTILITIES PROVIDED BY LANDLORD WITH MALL MANAGEMENT PRIOR TO CONSTRUCT. 6. PROVIDE UL LISTED FIRE RATED ASSEMBLY TO ALL PIPE-THRU-FLOOR PENETRATIONS TO MAINTAIN THE FIRE RATING OF(E) STRUCTURAL ( ) SLAB. CONFIRM WITH MANAGEMENT PRIOR TO CONSTRUCT. SHEET NOTES: �# s Bakery Cafe \�� \ - --- 111.��3/4 (E)PLANTERAREA __ --� __-- B p © O © O O,- .0 1028 %2"� C Fd ` �........< WI l3 W.T. .'&. ' FW 19` SOUTHCENTER MALL Space F 16 2600 Southcenter Mall :� �� m° CW/HW' � I s' �►#t . a— z =11,... .k .0_- / 36� ,..�� �fl��� .. • �,�; s\ �_ �� r' ..,, Il _ � '29 'I � ��w� ws �- I ��r' _� ,� 2 fi � ..,� �`: �,�=ji\ � m ( � , ,�, ` � `� { i 42 --. / FW O [1r• � O39U ,� �:x: �� __._., �o ® \,,�Tp 40-• ,r;`• laith CO 0 1725 westlake avenue n suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ i .i L; } 2,„� 'HWSQ %2"93 CW/HWS �- \ ” iff �� %2'90 CW/HWS i 4 �! - HWS �' I < < HWS > uilFW a=s,P.ar /4„93 — CW .--cw _ ® PROVIDE TRAP PRIMER TO FLOOR SINK. TYPICAL OF ALL. 10 O FIXTURE SERVED BY FILTERED WATER FROM COMMON WATER FILTER. (EQUIPMENT 19) E 3/4"0 COLD WATER MAIN PROVIDED BY LANDLORD PER LEASE CONTRACT. CONTRACTOR SHALL VERIFY EXACT LOCATION AT FIELD PRIOR TO BID AND PROVIDE NEW AS NEEDED. © EXTEND 3/4"0 CW WATER MAIN PROVIDED BY LANDLORD PER PLAN. © 3/40 CW RUN ABOVE FL. IN KICK-SPACE OF CABINET/COUNTER/EQUIPMENT. Consultant . �m H --� --- E n i n e e r i n J H P Engineeringd g a n Design ervices Inc. ADR: 3119 Central Parkway, Dublin CA. 94568 TEL: 510-788-6029 CEL: 510-468-0613 FAX:510-788-6039 __�2 2ND FLOOR DOMESTIC WATER PIPING-PLAN - ABOVE FLOOR I SCALE: 1/4" = 1'-0" _ N Consultant Registration Architect Registration H U f �P,.......;°q s..nT . ''. A, cl : y �•• .o +� `n N . �:... ?°' R.:;;..T �� 3 ` - '(J A-) A-11 GENERAL NOTES: 0All «°"` 34 10 SEPARATE SEPARATE APPROVAL" REQUIRED 1. CONSTRUCTOR IS RESPONSIBLE TO VERIFY EXACT LOCATION AND CONDITIONS OF EXISTING UTILITIES AT FIELD PRIOR TO BID. IT'S ALSO THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE CONSTRUCTABILITY OF DESIGNED SYSTEM BY CONFIRMING FIELD CONDITION PRIOR TO CONSTRUCT. 2. CONSTRUCTION SHALL NOT INTERRUPT UTILITY SERVICE OF OTHER TENANT SPACES. IF TEMPORARY UTILITY SHUT-DOWN IS REQUIRED, ALWAYS COORDINATE WITH FACILITY FACULTY PRIOR TO SHUT-DOWN. 3. ALL WORK DONE IN PLACE SHALL NOT JEOP:IZBE THE STRUCTURAL INTEGRITY OF THE UILDING OR EXISTING UTILITY SUPPORTS THAT IS REQUIRED TO BE REMAINED. 4 CONSTRUCTOR SHALL PROVIDE X-RAY SCANNING TO EXISTING SLAB PRIOR TO ANY CORE DRILLING OR CUTTING OF FLOOR. COORDINATE WITH LANDLORD TO CONFIRM EXACT AND AVOID FROM DAMAGING THE STRUCTURAL INTEGRITY OF EXISTING SLAB. 5. CONSTRUCTOR SHALL VERIFY POINTS OF CONNECTIONS OF UTILITIES PROVIDED BY LANDLORD WITH MALL MANAGEMENT PRIOR TO CONSTRUCT. . PROVIDE UL LISTED FIRE RATED ASSEMBLY TO ALL PIPE-THRU-FLOOR PENETRATIONS TO MAINTAIN THE FIRE RATING OF (E) STRUCTURAL SLAB. CONFIRM WITH MANAGEMENT PRIOR TO CONSTRUCT. SHEET NOTES: _ ___.� _ _%; V (E)PLANTERAREA �_--� M� EXPIRES 12/05/18 Ot Mite Issues and Revisions T i.- w,,.. (E) THROUGH 3/4"0 CW UP © FLOOR O No. Date Issues By Check 1 12.06.17 PERMIT SET AL JP 2 01.18.18 PLAN CHECK REV1 A\ AL JP ) (0E ,,, 7� ,,.° �� � / O 3/4" CW 1-1 \ ��CC ° encnnHOWE All 23 0 �� Rr-vIEWED FCS,- i o O / (E) /4 0 CW© o - _� a: 6� CODE COMPLIANCE o ������� ., IIIn Oo '” ,REQUIREMENTS i --- APPRLiVE® 0 MAR 0 1 2018 ----, Ill ,, --=-; , City of Tukwila BUILDING DIVISION °�--, f - It �; i �� / i ; -. Project Name 85C Bakery Cafe - USA HEA,�°��,=sw".'Zi--,.......... Project Number 17045 Description 2ND FLOOR DOMESTIC WATER i ?a, IMQFPLANS Computer File MP.DWG CITY OF TUl{d ILA • (E) 3/4"0 COLD WATER MAIN PROVIDED BY LANDLORD PER LEASE CONTRACT. CONTRACTOR SHALL VERIFY EXACT LOCATION AT FIELD PRIOR TO CONSTRUCTION. © CONTRACTOR TO VERIFY EXACT LOCATION, SIZE, AND CONDITION 0 F CW PIPE AT FIELD PRIOR TO BID AND PROVIDE NEW AS REQUIRED. FEBQ 9 2013 Scale AS NOTED PECII(II T CENTER Template 4.3 (120101) ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of the Consultant and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any pu f ose whatsoever without the written permission of the Consultant \ H .,e —�G ;- _ __ __ ` - 2ND FLOOR DOMESTIC WATER PIPINE-PLAN - BELOW FLOOR ;,, p=1,0 : SCALE: 1/4" 1'-0" -� _ " _ = N (.1 i / 4) • �� �'- • GENERAL NOTES: O PROVIDE 3"O TAILPIECE AND 4"9TRAP TO FLOOR SINK FOR COMBINATION WASTE AND VENT SYSTEM PER 2016 UPC, 910.0 AND APPENDIX B. CONTRACTOR SHALL CONFIRM WITH AHJ PRIOR TO CONSTRUCT. © (E) 4"0 FLOOR CLEAN-OUT TO REMAIN. CONTRACTOR TO VERIFY EXACT CONDITION, LOCATION, AND SIZE FOR REUSE PRIOR TO BID. PROVIDE NEW AS NEEDED. "��x EXISTING 3 � VENT UP THROUGH ROOF BY LANDLORD. >O PROVIDE TRAP PRIMER TO FLOOR SINK. SEE PB -1.0 FOR DETAIL. TYPICAL OF ALL. 1 1. CONSTRUCTOR IS RESPONSIBLE TO VERIFY EXACT LOCATION AND CONDITIONS OF EXISTING UTILITIES AT FIELD PRIOR TO BID. IT'S ALSO THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE CONSTRUCTABILITY OF DESIGNED gYSTEM BY CONFIRMING FIELD CONDITION PRIOR T CONSTRUCT. 2. CONSTRUCTION SHALL NOT INTERRUPT UTILITY SERVICE OF OTHER TENANT SPACES. IF TEMPORARY UTILITY SHUT -DOWN IS REQUIRED, ALWAYS COORDINATE WITH FACILITY FACULTY PRIOR TO SHUT -DOWN. 3. ALL WORK DONE IN PLACE SHALL NOT JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING OR EXISTING UTILITY SUPPORTS THAT IS REQUIRED TO BE REMAINED. 4. CONSTRUCTOR SHALL PROVIDE X-RAY SCANNING TO EXISTING SLAB PRIOR TO ANY CORE DRILLING OR CUTTING OF FLOOR. COORDINATE WITH LANDLORD TO CONFIRM EXACT REQUIREMENTS AND AVOID FROM DAMAGING THE STRUCTURAL INTEGRITY OF EXISTING SLAB. 5. CONSTRUCTOR SHALL VERIFY POINTS OF CONNECTIONS OF UTILITIES PROVIDE BY LANDLORD WITH MALL MANAGEMENT PRIOR TO CONSTRUCT. 6. PROVIDE UL LISTED FIRE RATED ASSEMBLY OR CAULKING TO ALL PIPE-THRU- FLOOR PENETRATIONS TO MAINTAIN THE FIRE RATING OF (E) STRUCTURAL SLAB. CONFIRM WITH MANAGEMENT PRIOR TO CONSTRUCT. SHEET NOTES: fi �_ r L da- J �_ \, _�_ _ _ ___ M ----- W (E)PLANTER AREA __--__----� +♦ 5°C Bakery Cafe ,� ©Q 1 • I, FS I an" 41 1 SOUTHCENTER MALL Space FC16 2600 Southcenter Mall TU 9 WA 8188 _ '„, 1 -_ =' �^' �� 1 \ r 0 ® % is !� Uri,111 36 © ;°9 �I_ \L . o ---- - �': �- All 4 --�- 1i 6�,4 "42 MO ix..= ��__” iral= 20O / 404 1 �<`� 3°9 �'�kwilla lag �� ���: �____ I , O y smith co 0 1725 westlake avenue n suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ i'� � ; i (E)FCO A 40 ICA � ;°� ) -,,© °� - '` � /t \til © ; )J j ( �..' -`.. _ ( i �., (' ,�=Q=�'I - 1 , u_s �,y� —__ _ -�� Consultant O CONTRACTOR SHALL PROVIDE DRAINAGE TO FIXTURE/EQUIPMENT AND INDIRECTLY DISCHARGE TO NEAR -BY FL. SINK AT 1" ABOVE FLOOD RIM. © PIPE AND INDIRECTLY DISCHARGE WATER HEATER DRAIN FROM DRAIN PAN AND T&P DISCHARGE TO MOP SINK. SEE PIPING DIAGRAM FOR DETAIL. PROVIDE LOOP VENT SYSTEM TO HAND SINK AT ISLAND. SEE DETAIL DRAWING FOR FURTHER REQUIREMENTS. _ (2� 2ND FLOOR WASTE AND VANT PIPJ1- PLAN _Design ABOVE FLOOR �� J H P Engineering a n d Services Inc. ADR: 31s Central Parkway, Dublin CA. 94Se68rvices TEL: 510-788-6029 CEL: 510-468-0613 FAX: 510-788-6039 � SCALE: 1/4" = 1'-0" ,_ _ _ /// N Consultant Registration Architect Registration �P..HUI•pq �..� `U %'•;�' y ' ., • -..- "" •.. ••� • NG\ E �_-0 _ , 1 A 3 Q(E) 3"0 V UPAl GENERAL NOTES: © CONNECT (N) 4"0 COMBINATION WASTE AND VENT FOR 3"0 FLOOR SINK TO (E) 4"s� SANITARY WASTE. PLUMBING CONSTRUCTOR TO VERIFY EXACT FIELD CONDITION PRIOR TO CONSTRUCT. 4, (E) 3 V PROVIDED BY LANDLORD. PLUMBING CONSTRUCTOR IS RESPONSIBLE TO VERIFY EXACT LOCATION,MOSIZE,CONDITION,AND INVERT TO CONFIRM CONSTRUCTABILITY PRIOR TO BID. REPORT TO ENGINEER/ARCHITECT IF DISCREPANCY IS OBSERVED AND PROVIDE NEW AS NEEDED. © PROVIDE NEW 3"0 V TO DOWNSTREAM OF THE UPPER MOST FIXTURE TO CONFIRM THE REQUIREMENT OF COMBINATION WASTE AND VENT PER 2016 UPC, SECTION 910.3 AND APPENDIX B. CONTRACTOR TO VERIFY EXACT FIELD N PR 0R NSTRUCT CONDITIO I TO COova O CONNECT (N)3"s V TO (E)3"o V PROVIDED BY LANDLORD. SEE SHEET NOTE 4. FOR DETAIL. O (E) 4"0 FLOOR CLEAN-OUT DOWN FROM ABOVE. CONTRACTOR TO VERIFY EXACT FIELD CONDITION TO CONSTRUCT. 2 o W. DOWN FROM LOOP VENT SYSTEM SERVING HAND SINK. SEE PIPING DETAIL FOR REQUIREMENTS. O 2"s ISLAND VENT DOWN FROM LOOP VENT SYSTEM SERVING HAND SINK. SEE PIPING DETAILS FOR FURTHER REQUIREMENTS. CONNECT (N) 2"O W. TO (E) 4"9SANITARY WASTE . PLUMBING CONSTRUCTOR TO VERIFY EXACT FIELD CONDITION PRIOR TO CONSTRUCT. • CONNECT 2"9FOOT VENT TO (E) 3"9 V PER PLAN. . CORE DRILL TO AVOID RUNNING INTO (E) BUILDING STRUCTURE. SEE GENERAL NOTES FOR DETAILED REQUIREMENTS. TYPICAL OF ALL. 2SEPARATE PERMIT AND APPROVAL REQUIRED 1. CONSTRUCTOR IS RESPONSIBLE TO VERIFY EXACT LOCATION AND CONDITIONS OF EXISTING UTILITIES AT FIELD PRIOR TO BID. IT'S ALSO THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE CONSTRUCTABILITY OF DESIGNED SYSTEM BY CONFIRMING FIELD CONDITION PRIOR TO CONSTRUCT. 2. CONSTRUCTION SHALL NOT INTERRUPT UTILITY SERVICE OF OTHER TENANT SPACES. IF TEMPORARY UTILITY SHUT -DOWN IS REQUIRED, ALWAYS COORDINATE WITH FACILITY FACULTY PRIOR TO SHUT -DOWN. ALL WORK DONE IN PLACE SHALL NOT THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING OR EXISTING UTILITY SUPPORTS THAT IS REQUIRED TO BE REMAINED. 4 CONSTRUCTOR SHALL PROVIDE X RAY SCANNING TO EXISTING SLAB PRIOR TO ANY CORE DRILLING OR CUTTING OF FLOOR. COORDINATE WITH LANDLORD TO CONFIRM EXACT REQUIREMENTS AND AVOID FROM DAMAGING THE INTEGRITY OF EXISTING SLAB. 5. CONSTRUCTOR SHALL VERIFY POINTS OF CONNECTIONS OF UTILITIES PROVIDED BY LANDLORD WITH MALL MANAGEMENT PRIOR TO CONSTRUCT. 6. PROVIDE UL LISTED FIRE RATED ASSEMBLY OR CAULKING TO ALL PIPE-THRU-FLOOR PENETRATIONS TO MAINTAIN THE FIRE RATING OF (E) STRUCTURAL SLAB. CONFIRM WITH MANAGEMENT PRIOR TO CONSTRUCT. SHEET NOTES: � Mr EXPIRES 12/05/18 = \ (E)PLANTERAREA ��� _ ___-- `�� O(E) 4"9 S � ( 0/ Mit Issues and Revisions .4*3. --JEOPARDIZE No. Date Issues By Check 1 12.06.17 PERMIT SET AL JP 2 01.18.18 PLAN CHECK REV.1 /1\ AL JP - + . ' °►, -(E) 3"0 V Q ,.� .- . i����a:;1► �,,�.�'�-max '� � v I�--- - o- ° 411 . o --� I- ) ,1---�'_� �� vI I ►�'"� . ""`„°` �•� 4 W �1��I I „ .. } - m _ .,Wi � '� REilIC.'4fiiED FOR y, ? 2 � V .. 3 V ,�..,s,"„ b1 ,�: �,' ..• O 1 1 I , CODE COMPLIANCE ,� % 'STRUCTURAL I 1 APPROVED � �� ince• ; (E)C01 o 1 r L� o: 1 - >PRIOR (E)co A 2018 •(E)4"93 S 1 1 ►4 (E)04 0 SW 4k. City of Tukwila BUILDING DIVISION -- li 0 POP i' %�l 4FURTHER f ; / I ; ! .. �� ' i _ _ __-- Q=0°' l I 1 . Project Name 850 Bakery Cafe - USA �� == u. — — Project Number 17045 Description 2ND FLOOR WASTE AND VENT PIPING � �l!`ED Ch Y (..)1- lKWILA Computer File MP.DWG FEB 0 9 2018 0 (E) 4"O SANITARY SEWER LATERAL PROVIDED BY LANDLORD. PLUMBING CONTRACTOR IS RESPONSIBLE TO VERIFY EXACT LOCATION, SIZE, CONDITION, AND INVERT TO CONFIRM CONSTRUCTABILITY PRIOR TO BID. REPORT TO ENGINEER/ARCHITECT IF DISCREPANCY IS OBSERVED AND PROVIDE NEW AS NEEDED. .such PROVIDE 4"0 TRAP WITH TRANSITION TO 3"0 TAILPIECE OF FLOOR SINK TO CONFIRM THE0 REQUIREMENT OF COMBINATION WASTE AND VENT PER 2016 UPC, 910.4 AND APPENDIX B. CONTRACTOR SHALL CONFIRM WITH AHJ PRIOR TO CONSTRUCT. Scale AS NOTED PERMIT CENTER Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of the Consultant and were created, evolved, and developed for use on and in connection with the specified project. None of ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any pur • ase whatsoever without the written permission of the Consultant a = 1 2ND FLOOR WASTE AND VANT PIPI PLAN - BELOW FLOOR °" n -- Aih SCALE: 1/4" = 1'-0" V� p n=1 1 a 1 - — —/ I --- ---- N _- Isank. , ntelrie` L'SI h.:; tln ..�Space ale cyom. „:e<+ra S a�c�}a....e:ra. , MW.,,...ae:ta ha�no,:d ....,. LTG LT INT SPACE 2015 WashingSate Energy Code Com tance'Forms for Commercial Buildings including R2, R3, R4. over 3 stories and all Rig Revised August 2016' Project Title: 85 BakeryCafe Southcenter Mali; Date 12/11/2017. Calculations, Aea;NOTE 9; O Q Addition. - 0 Addition stand alone + existing Spaces where < 50% of Spaces where. i? 50%;of Q luminaires are replaced Q luminaires are replaced Q LPA Calculation Type ®'standard Q Additional Efficiency Package Option 0 C406.3 Reduced interior Lighting Power Ta comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 far additional requirements. For Building Department Use Maximum Allowed Lighting Wattage, NO `1 Location (plan #,, room #) Space Type Ceiling HeightNOTE'2 Gross Interior Area in ft2 Allowed Watts per ft2•..• Watts Allowed::. (watts/ft2 x area):. Food preparation. 300 0.790' 2"37 LobbyArilExhibit Display Allowance tem LTG -1 T- iS LAY NOT8 Proposed Lighting Wattage '11" Total Area Retail'DisplayAllowance from LTG=INT-DISPLAY 300 Allowed Watts 27 3- Location (plan #1 room f#);; Fixture Description NOTE 4' 5' ti R1 -:RECESSED LED DOWNLIGHT P1 - PENDANT MOUNTED LED CONE FIXTURE:. POWER SUPPLIES - (1)'75W, (1) 35UV Number of Fixtures 8 6' 1, Watts/ Fixture NOTE 7 4 110 Watts Proposed. 2;9: 30 110: Proposed Retail Display Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 169 Interior Lighting Power Allowance < COMPLI ES Note 1 - List all unique space per Table C405 4.2(2) that occur in the project scope. Select space type,category per•froin drop down menu,. ceiling height ht adjustment r Table C405.4. 2 .F of : es d thru f. Nate 2. indicate ceiling height for atriums and spaces Utilizing the of ng he g i Per2( ), o not Note 3 ;- List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures, Note 4 - For proposed Fixture Description; indicate fixture:type, lamp type (e.g. T-8), number of lamps in the fixture,; and ballast type (if included). For: track lighting,lie the /e th of the track infest in addition to thefixture, lamp, ballast t information. Note 5- For lighting titin equipment ment ell ible for exem ionper C405.4.1, note exception number and leave Watts/Fixture blank:: $, g a9 p 9 pt,.: ... Note 6`- Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner asnew fixtures. Identify as existing in fixture description., Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturers listed maximum input wattage ofthe.fixture (not, the lamp wattage). Foriow voltage l • htin enter thewaita3 e of the transformer. For line voltage track/busway systems, enterthe larger of the attached luminaire wattage or 50: lighting, 9. wafts/lineal foot,'or enter the wattage liMit of permanent. current.limiting device.., Note ,Et - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage.. Note 9 >. Calculation Area Details: a. Lighting fixtures in a.building :addition maycomply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to 0502.1. b. For alterations and building additions. provide Spaace Types and gloss interior areas in the Maximum A/lowed Lighting Wattage fable. if a building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Space Types' and :ssroa ,infe 'riorareas. 9 c. If less than 50% of existing lighting fixtures will be replacecd, provide total existing lighting wattage (prior to alteration) in the space provided PANEL 85C KIOSK PROJECT NAME: 85*C BAKERY KIOSK PROJECT #: LOCATION: SOUTHCENTER MALL FED FROM: METER CENTER NOTE CKT NO. CIRCUIT NAME CB SIZE LOAD(KVA) PANEL DESCRIPTION 0 AMP P R H M L K 0 TOTAL 1 1 WATER HEATER BOH <36> A 50 3 IPA WALL WALL MOUNTED EXIT SIGN 2.9 TWO SIDES AND DIRECTION INDICATED) EMERGENCY EXIT SIGN WITH DUAL PATHWAY HEADS DUAL HEAD EMERGENCY EGRESS FIXTURE S SINGLE POLE LIGHT SWITCH THREE POLE LIGHT SWITCH S4 FOUR POLE LIGHT SWITCH S o DIMMER SWITCH Sos OCCUPANCY SENSOR LIGHT SWITCH S VACANCY SENSOR LIGHT SWITCH Sty LOW VOLTAGE SWITCH CONTROLLED BY ROOM SENSOR Silo LIGHT SWITCH SUBSCRIPTS ARE AS FOLLOWS: Intl � _ LV = LOW VOLTAGE, D =DIMMING b = LOWER CASE LETTER CORRESPONDS TO LEITER AT FIXTURES TO BE CONTROLLED R# = RELAY # IN LIGHTING CONTROL PANEL = S# SENSOR ZONE vs CEILING MOUNTED VACANCY SENSOR 4 CEILING MOUNTED OCCUPANCY SENSOR PHOTOCELL LIGHT SENSOR NOTES AND MISCELLANEOUS SYMBOLS Moo.. FLAGNOTE - IDENTIFIES A SPECIFIC ITEM ON A DRAWING. COORESPONDS TO A SCHEDULE IN THE ELECTRICAL SET THAT EXPLAINS DETAILS OR FEATURES OF THAT ITEM. AV AUDIO/VISUAL OUTLET (SEE DRAWING NOTES FOR TYPE) 2.9 PANEL AMPS FEEDER AMPS L - L VOLTS L-NVOLTS PHASE WIRE M.L.O. MAIN CB FLUSH SURFACE ISO GND FEED•THRU : : : : : : X X _ 225 200 208 120 3 4 COORESPONDS TO DESIGNATIONS IN MECHANICAL PLANS AND SCHEDULES. COORESPONDS MECHANICAL CONNECTION SCHEDULE IN THE ELECTRICAL SET. 3 - B - - Q IDENTIFICATION SYMBOL - CROSS REFERENCES INFORMATION 5.0 C.3 MAGNETIC MOTOR STARTER a COMBINATION STARTER AND DISCONNECT Su MOTOR RATED SWITCH 5.0 5 - C - - 2.9 . 2.9 1 7 TEA BREUVB2- BOH <28> A 30 1 3.4 3.4 1 9 HOT WATER - BOH <34> B 30 1 2.3 2.3 1 11 RANGE- BOH <16> C 30 2 2.1 2.1 13 - A - - 2.1 2.1 1 15 COUNTER MIXER- BOH <63> B 20 1 0.7 0.7 17 WORKTOP REF - BOH <11> C 20 1 - 1.8 1.8 19 TV & PYLON LIGHTS A 20 1 0.1 1.0 1.1 2 21 LTS - KIOSK B 20 1 0.2 0.2 1 23 ICE MACHINE <39A> C 20 2 1.5 1.5 25 - A - - 1.5 1.5 1 27 ICE MACHINE CONDEN <39B> B 20 2 1.0 1.0 29 - C - - 1.0 1.0. 31 SPARE A 20 1 33 SPARE B 20 1 35 SPARE C 20 1 37 SPACE A - 1 LOAD SUM MARY ITOTAL,ALL SECTIONS l 39 SPACE B - 1 41 SPACE C - 1 REC KVA : 0.7 HEAT KVA : 10.8 MOTOR INA : 2.0 LIGHTING KVA : 0.3 KITCHEN KVA : 29.6 OTHER KVA : 1.0 PHASE KVA : 16.1 AMPS : 134.5 PHASE B KVA : 13.0 AMPS : 108.6 . PHASE KVA : 15.1 AMPS : 125.5 2 SPARE A 20 1 4 REC- GP B 20 1 0.2 0.2 6 FRUCTOSE MACHINE <64> <48A> C 20 1 0.4 0.4 8 BLENDER- FOH <11> A 20 1 1.8 1.8 10 BLENDER- FOH <11> B 20 1 1.8 1.8 1 12 UC REF & SEALER <43> <62><62><48A> C 20 1 1.3 1.3 14 - COFFEE MACHINE <26> A 20 2 1.7 1.7 16 - B - - 1.7 1.7 18 COFFEE MACHINE <26> C 20 2 1.7 1.7 20 - A - - 1.7 1.7 22. POS <48> B - - 24 SELF CHECKOUT C 20 1 0.2 0.2 26 SELF CHECKOUT A 20 1 0.2 0.2 1 28 REC- HEA I Ell GLASS DISPLAY B 20 1 0.2 0.2 30 HOT WATER <34> C 30 1 2.3 2.3 32 SPARE A 20 1 CONNECTED LOAD 34 SPARE B 20 1 KVA : 44.2 AMPS : 122.8 36 SPARE C 20 1 38 SPACE A - 1 DEMAND LOAD 40 SPACE B - 1 KVA : 34.5 AMPS : 95.6 42 SPACE C - 1 NOTES/REMARKS : DEMAND/ DIVERSITY FACTORS 1. GFC BREAKER LOAD DESCRIPTION DEMAND 2. ROUTE THROUGH INTERMATIC 6600 SERIES TIMER SWITCH. SEE E2.1. 3. R RECEPTACLES - TO 10KVA 100% = 0.7 REMAINING OVER10KVA 50% = H HEATING 100% = 10.8 M MOTORS 100% = LM LARGEST MOTOR 125% = 2.5 L LIGHTING 125% = 0.3 K KITCHEN 65% = 19.2 0 OTHER 100% = 1.0 Lighting summaryrr�tras aa:>.r„.�`tP. , .., GT -SUM 2015W sbington State Energy Code Compliance Forms. for Commercial Buildings including R2, R3, R4 over =3 stories and all R1 Project Info: Compliance.. forms do;not require a password to use. 'Instructional and calculating cells are Write- Protected. Project. Title;; 85*C Bakery cafe Southcenter Malli Date; Revised August 2016 12/11/2017 Applicant information. Provide contact. information individual who can respond to inquiries about compliance form information provided. Company Nam e - 85*C' Bakery Cafe': Company Address: 2800 Southcenter Mall Tukwila We 98188 Applicant Name: Case Engineering Appiicant.Phone:, .(425).402-9400. X19 Applicant Email: tim@caseeng.com For Building Department Use Project. Description Nevi: Building Addition ❑ Alteration Q Plans; Included Include PROD -SUM form (included in envelope forms workbook) with lighting•complllance forms. Building .Additions'. Refer to Section C502,2.6 for additional requirements. Compliance Method Interior lighting .Exterior lighting': Lightingsystems in addition area comply with all applicable provisions as a stand alone new construction project Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance Addition Is combined with existing: For interior lighting projects, include: new.+ existing interiorlighting fixture wattage in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. For exterior bghting projects, include new +existing exferior lighting fixture wattage, in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG -EXT forma Interior. and`Extetior Lighting Alterations Select all Lighting Power and Lighting Control elements fhat apply to the scope of the retrofit project'lf project includes'a: combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the' fixtures arereplaced in others, then provide separate lighting power coin liars ' formsfor r the two retrofit p ce o re it conditions. Spaces undergoing the same type of retrofit maybe combined into one lighting power compliance form. Refer to Section C503.6 for additional requirements. All alteration lighfing controls shall be commissioned per, 0408.3. No changes are ngein"made to, • the Interlor or exterlor lighting systems and existing spoce uses and `configuration are not changed- Lighting haned Lighting Power' interior lighting Parking garage Exterior lighting 50% or more of existing are replaced Less than'50% of existing are replaced: Lamp and/or ballast replacement only/ existing total wattage not increased 0 o a , + n 5 /% or m re repl ced - ... Total lighting powered new existing -to futures shall comply with total: LPA per Sections C405.4.2and C405.5.2. Include new + existing -to -remain fixtures in Proposed i Li htn Wattagegtable in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT fort.. Lighting g _... Less than 5,o%. replaced - Total lighting power of new + existing -to -remain, fixtures shall not exceed the total lighting power prior to alteration. include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG -INT -BLD LTG -INT -SPACE or LTG -EXT form, 50% threshold applies to number of luminaires for interior spaces and parking garages, and total installed wattage for exterior luminaires. ;Lighting:Controls Interior lighting Parking garage; Exterior lighting. New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) New or moved lighting panel. a. Intenor space is reconfigured - luminaires unchanged or relocated only,; New.vviring or circuit- For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C4052.1, daylight responsive controls per C405.2.4'and application specific lighting controls per C405.2:5. For exterior lightlng, A(ovide required ed eonfrols per C405.2:7: New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic: time switch controls per C405.2.2. '.. P•- ,Reconfgured Interior space -Provide allrequired lighting controls that apply to a new inferior space. Appicafion specific .lighti�cont ro! provisions per C405.2.5 donof apply to r onfgun3d spaces. Change of Sp.. ace Use Existiing interior lighting systems in areas tindergaingl a change in space use ;are upgraded to onmply, with .LPA*for nevrspace types perTables C405.4,2(1) or 0405:4,2(2).. Identify interior spaces requiring LPD upgrade to the current Code in proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. Lighting ; hton S.. ut. nz, m:a;aa atY,ary "cont Ont LGT-SU M 2015 Washington State Ener Code Com Sande Fomes for Commercial Buildings inducing R2, R3, R4 over 3 stories and all 9 9Y p 9 Revised August 2016 Project Title: 85*c Bakery Cafe, Southcenter Mall (Date 12/11/2017 Interior Lighting System Description; ill Interior Lighting' Power' Allowance Method 0 Building Area Method Select method used in project; " Space-byspace Method Interior Lighting Controls CI To required All C405.2.1 -,0405.2,8 Controls„0405.2 Exception 5 Luminaire Leel Lighting Control (LLLC) Additional Efficiency Package Option C4064 Enhanced digital lighting' controls, complywith 0406.4 no less than. 90% of the total; installed interior lighting power shall comply with the controls per C406.4. Dwelling Unit Interior_ Lighting. Permanently installed interior lighting fixtures in dwelling' units comply with; Q C405,2 thru 0405.5 Commercial Lighting:Controls and LPA 6C406.3 High Efficacy Lighting 0. Exterior Lighting System Description TO EXISTING 200A/200AF DISCONNECT SWITCH IN LANDLORD'S -- - METER ROOM. r PROVIDE 4#250 KCMIL AL & 1#4 AL GND IN EXISTING CONDUIT 85*C BAKERY KIOSK 85C KIOSK RISER DIAGRAM NOT TO SCALE ELECTRICAL LEGEND LINEWEIGHTS AND TYPES EXISTING DEVICE ill RE L LIGHT FIXTURES U S & CONTROLS NOTE LIGHTING FIXTURE SYMBOLS SHOW LENGTH, MOUNTING & EMERGENCY EGRESS INFORMATION ONLY. REFER TO FiXTURE DESIGNATIONS & LIGHTING FIXTURE SCHEDULE FOR LAMP TYPE & OTHER FIXTURE SPECIFICS. O SURFACE CEILING MOUNTED DOWNLIGHT © RECESSED DOWNLIGHT (ROUND) ABBREVIATIONS A (200A) (AFTER A NUMBER) = AMPS AF(200AF) (AFTER A NUMBER) = FUSE SIZE IN AMPS AFF ABOVE FINISHED FLOOR AHJ AUTHORITY HAVING JURISDICTION AL ALUMINUM AUTOMATIC TRANSFER SWITCH BKR BREAKER C CONDUIT CKT CIRCUIT CL CENTERLINE _ . CEILING C.O. CONDUIT ONLY CONTROL RELAY PANEL CU COPPER DIA DIAMETER DISC DISCONNECT DISP DISPOSER DF DRINKING FOUNTAIN DISHWASHER E.C. ELECTRICAL CONTRACTOR ENCLOSED CIRCUIT BREAKER (E) EXISTING (USED AS SYMBOL DESIGNATION) EMT ELECTRICAL METALLIC TUBING EXISTING (USED AS ABBREVIATION IN TEXT) FAAP FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL FLR FLOOR FAIL. FURNISHED BY OTHERS, INSTALLED BY ELECTRICAL CONTRACTOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GND GROUND KVA 1000 VOLT AMPERES KW 1000 WATTS LCP LIGHTING CONTROL PANEL LT LIGHT LTS(LTG) LIGHTS (LIGHTING) LV LOW VOLTAGE MCB MAIN CIRCUIT BREAKER MECH MECHANICAL MLO MAIN LUGS ONLY N3R NEMA 3R NIC NOT IN CONTRACT OS OCCUPANCY SENSOR PC PHOTOCELL PNL PANELBOARD PSE PUGET SOUND ENERGY PUD PUBLIC UTILITY DISTRICT REC RECEPTACLE(S) REF REFRIGERATOR , (R) RELOCATED EXISTING SCL SEATTLE CITY LIGHT SNOPUD SNOHOMISH PUBLIC UTILITY DISTRICT SW SWITCH TBD TO BE DETERMINED TTB . TELEPHONE TERMINAL BOARD TYP TYPICAL U.O.N. UNLESS OTHERWISE NOTED VFD VARIABLE FREQUENCY DRIVE VS VACANCY SENSOR WAP WIRELESS ACCESS POINT W/O WITHOUT WP WEATHERPROOF XFMR TRANSFORMER sQ NEW DEVICE {� DEMOLITION DEVICE POWER RECEPTACLES & OUTLETS ie SINGLE RECEPTACLE DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE Kiio DUPLEX GFCI RECEPTACLE 10 DOUBLE DUPLEX GFCI RECEPTACLECLG DUPLEX RECEPTACLE MOUNTED IN CEILING DOUBLE DUPLEX RECEPTACLE MOUNTED IN CEILINGICRP IO DUPLEX RECEPTACLE MOUNTED +4"0.C. ABOVE COUNTER OR BACKSPLASH, WHEN PRESENT (U.O.N.) DOUBLE DUPLEX RECEPTACLE MOUNTED +4"0.C. ABOVE COUNTER OR BACKSPLASH, WHEN PRESENT (U.O.N.) i® DUPLEX GFCI RECEPTACLE MOUNTED +4"O.C. ABOVE COUNTER OR BACKSPLASH, WHEN PRESENT (U.O.N.) DOUBLE DUPLEX GFCI RECEPTACLE MOUNTED +4"0.C. ABOVE COUNTER OR BACKSPLASH WHEN PRESENTU.0 .N. ( ) kiiWP GFCI RECEPTACLE WITH WEATHERPROOF WHILE -IN -USE N - USE COVER '- FLUSH FLOOR OUTLET BOX WITH DEVICES SHOWN AV 0.= FLOOR POKE-THRU WITH DEVICES SHOWN POWER POLE WITH DEVICES SHOWN IA SWITCHED (SPOT) DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE WITH 1/2 SWITCHED i® SINGLE SPECIAL PURPOSE RECEPTACLE O JUNCTION BOX WITH BLANK COVER TELE COMMUNICATIONS SYSTEM DEVICES W WALL MOUNTED TELEPHONE (VERIFY MOUNTING HEIGHT) A SINGLE GANG TELEPHONE/DATA OPENING Q WAP WIRELESS ACCESS POINT AUDIO/VISUAL DEVICES � 1:1RECESSED DOWNLIGHT(SQUARE)ATS 0 PENDANT MOUNTED FIXTURE OR CHANDELIER Q Q SINGLE POINT SOURCE WALL MOUNTED FIXTURE nL WALL SCONCE I -Q WALL MOUNTED LONG ARM FIXTURE �l RECESSED LINEAR FIXTURE O� PENDANT.MOUNTED LINEAR FIXTURE . I U SURFACE MOUNTED LINEAR FIXTURE (NARROW BODY) --OI I LINEAR STRIP FIXTURE I Q I WALL MOUNTED STRIP FIXTURE .: L. RECESSED LINEAR WALLWASHER r --------z, LINEAR UNDERCOUNTER FIXTURE _oDW COVE LIGHT (LENGTH AS SHOWN ON PLAN, TRANSFORMER(S) T SHOWN AS REQUIRED) ) V V TRACK LIGHTAS LENGTH PLAN)ECB ❑ ( SHOWN ON RECESSED WALLWASHER 11 UNIVERSAL/CEILING MOUNTED EXIT SIGN IPA WALL WALL MOUNTED EXIT SIGN ® ba DIRECTIONAL EXIT SIGN (ARROWS INDICATE ONE OR TWO SIDES AND DIRECTION INDICATED) EMERGENCY EXIT SIGN WITH DUAL PATHWAY HEADS DUAL HEAD EMERGENCY EGRESS FIXTURE S SINGLE POLE LIGHT SWITCH THREE POLE LIGHT SWITCH S4 FOUR POLE LIGHT SWITCH S o DIMMER SWITCH Sos OCCUPANCY SENSOR LIGHT SWITCH S VACANCY SENSOR LIGHT SWITCH Sty LOW VOLTAGE SWITCH CONTROLLED BY ROOM SENSOR Silo LIGHT SWITCH SUBSCRIPTS ARE AS FOLLOWS: Intl � _ LV = LOW VOLTAGE, D =DIMMING b = LOWER CASE LETTER CORRESPONDS TO LEITER AT FIXTURES TO BE CONTROLLED R# = RELAY # IN LIGHTING CONTROL PANEL = S# SENSOR ZONE vs CEILING MOUNTED VACANCY SENSOR 4 CEILING MOUNTED OCCUPANCY SENSOR PHOTOCELL LIGHT SENSOR NOTES AND MISCELLANEOUS SYMBOLS Moo.. FLAGNOTE - IDENTIFIES A SPECIFIC ITEM ON A DRAWING. COORESPONDS TO A SCHEDULE IN THE ELECTRICAL SET THAT EXPLAINS DETAILS OR FEATURES OF THAT ITEM. AV AUDIO/VISUAL OUTLET (SEE DRAWING NOTES FOR TYPE) V WALL MOUNTED SPEAKER TV TELEVISION OUTLET SERVICE GEAR - AS SHOWN ON PLANS CIRCUIT BREAKER PANELBOARD / ® LOAD CENTER LIGHTING CONTROL PANEL LL EXISTING PANELBOARD TO REMAIN o TERMINAL CABINET 1"77////1 SWITCHBOARD OR MOTOR CONTROL CENTER, SIZE AS SHOWN ON PLANS F_3 MECHANICAL FLAG - DEFINES MECHANICAL EQUIPMENT AND COORESPONDS TO DESIGNATIONS IN MECHANICAL PLANS AND SCHEDULES. COORESPONDS MECHANICAL CONNECTION SCHEDULE IN THE ELECTRICAL SET. T DRY TYPE TRANSFORMER (SEE NOTES & RISER DIAGRAM FOR SIZE) EQUIPMENT CONNECTIONS &CONTROLS ® EQUIPMENT CONNECTION I® WALL MOUNTED EQUIPMENT CONNECTION 4 MOTOR CONNECTION 4 FAN CONNECTION 01 DISCONNECT SWITCH DI FUSED DISCONNECT SWITCH 200 EQUIPMENT FLAG - DEFINES SPECIAL (IE: COOKING) EQUIPMENT ON A PLAN AND COORESPONDS TO DESIGNATIONS IN AN EQUIPMENT SCHEDULE IN THE ELECTRICAL SET. REVISION CLOUD AND FLAG - CLOUD SURROUNDS INFORMATION THAT HAS BEEN REVISED. FLAG IDENTIFIES a THE REVISION IN WHICH THE CHANGES WERE MADE. Q IDENTIFICATION SYMBOL - CROSS REFERENCES INFORMATION I. IN ONE AREA WITH A DETAIL (TOP #) AND SHEET (BOTTOM #) IN ANOTHER IN THE ELECTRICAL SET. NOTE ALL FIXTURES AND EQUIPMENT SHOWN ON PLANS IN STANDARD (HEAVY) UNE WEIGHT ARE NEW OR RELOCATED WORK. FIXTURES AND EQUIPMENT SHOWN IN LIGHT UNE WEIGHT WITH (E) NEXT TO THEM INDICATE EXISTING TO REMAIN. SYMBOLS SHOWN AS DASHED INDICATE ITEMS TO BE REMOVED OR DEMOLISHED. THIS APPUES UNLESS NOTED OTHERWISE ON PLANS. C.3 MAGNETIC MOTOR STARTER a COMBINATION STARTER AND DISCONNECT Su MOTOR RATED SWITCH DRAWING INDEX E0:1 LEGEND, SCHEDULES AND RISER E1.1 POWER/COMMUNICATIONS PLAN E2.1 LIGHTING PLAN E3.1 ELECTRICAL SPECIFICATIONS SOUTHCENTER MALL. Space FC16 2600 Southcenter Mall Tukwila, WA 88 98 1. . smith co. 1725 westlake avenue n suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org htt ://www.smithco.or / p g. Consultant ��EEP Exist - neerilts art -animam'`..\ !t/ $ Js!! ►+r..i� tJ ADR: 3119 Central Parkway, Dublin CA. 94568 TEL: 510-788-6029 CEL: 510-468-0613 FAX: 510-788-6039 L Consultant Registration Issues and Revisions Architect Registration No. Date Issues. By Check 1 12.20.17. 2 01.18.18 3 PERMIT SET TN PLAN CHECK REV.1 AL JP 4 5 6 7 �� IREVIEWED FOR 8 wiit COivi1 LIANGl APPfOVE 9 10 MAR 01 26iii 8 City of Tukwila BUILDING DIVISION Project Name 85'C Bakery Cafe - USA Project Number Description LEGEND, SCHEDULES AND RISER it..iV .L) rw`ET'`? OF TUKWILIA Computer File FEB 0 9 2018 Scale PERMIT CENTFP Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of the Consultant and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of the Consultant SEPARAE PERMIT AND APPROVAL REQUIRED Fi140.1 KITCHEN EQUIPMENT CONNECTION SCHEDULE TAG EQUIPMENT VOLTS/ PHASE AMPS kVA HP COPPER CONNECTION CIRCUIT NUMBER TAG REMARKS NOTES FEEDER SIZE 11 WORKTOP REFRIGERATOR 120V/1P 15 - - 1/2"C-2#12 & 1#12 GND 5-20R KIOSK -17 11 16 COMMERCIAL RANGE 208V/1P 20 - - 3/4"C-3#10 & 1#10 GND 6-30R KIOSK -11,13 16 26 COFFEE MACHINE 208V/1P 16 - - 1/2"C-3#12 & 1#12 GND 6-20R KIOSK,14,16 & 18,20 26 28 TEA BREWER 120V/1P 28 - - 1/2"C-2#10 & 1#10 GND 5-30R KIOSK -7 28 34 HOT WATER 120V/1P 19.5 - - 1/2"C-2#10 & 1#10 GND DIRECT KIOSK -9 & 30 34 36 WATER HEATER 208V/3P (24/41.6/24) 10.0 - 3/4"C 1#6 & 1#10 GND DIRECT KIOSK -1,3,5 36 39A ICE MACHINE 208V/1P DED 20A - - 1/2"C-3#12 & 1#12 GND DIRECT KIOSK -23,25 39A 39B ICE MACHINE CONDENSOR 208V/1P 9.5 - - 1/2"C-3#12 & 1#12 GND DIRECT KIOSK -27,29 39B 43 UNDERCOUNTER REFRIGERATOR 120V/1P 3.3 - - 1/2"C-2#12 & 1#12 GND 5-20R KIOSK -12 43 48 POINT OF SALE 120V/1P DED 20A - - 1/2"C-2#12 & 1#12 GND 5-20R KIOSK -22 48 48A POS RECEIPT PRINTER 120V/1P 1 - - 1/2"C-2#12 & 1#12 GND 5-20R KIOSK -6 & 12 48A 55 BLENDER 120V/1P 15 - - 1/2"C-2#12 & 1#12 GND 5-20R KIOSK -8 & 10 55 62 SEALING MACHINE 120V/1P 3.3 - - 1/2"C-2#12 & 1#12 GND 5-20R KIOSK -12 62 63 COUNTER MIXER 120V/1P 6 - - 1/2"C-2#12 & 1#12 GND 5-20R KIOSK -15 63 64 FRUCTOSE MACHINE 120V/1P - - - 1/2"C-2#12 & 1#12 GND 5-20R KIOSK -6 64 GENERAL NOTES A. REVIEW ALL FOOD SERVICE PLAN SHEETS FOR ADDITIONAL ELECTRICAL REQUIREMENTS NOT LISTED IN THIS SCHEDULE. PROVIDE CIRCUIT CONNECTIONS AS REQUIRED. B. PROVIDE LIQUID TIGHT FLEXIBLE METAL CONDUIT AND WATER PROOF CONNECTIONS FOR ALL FLEXIBLE DIRECT CONNECTIONS. C. PROVIDE GFCI TYPE RECEPTACLES FOR ALL 125V 1 PH 15A AND 20A RECEPTACLES. D. MAKE ALL FINAL CONNECTIONS TO ALL KITCHEN AND COOLER EQUIPMENT. PROVIDE ALL APPURTENANCES AS REQUIRED. (E)PLANTER AREA SOUTHCENTER MALL Space FC 16 2600 Southcenter Mall Tukwila, WA 98188 'Rita CO 0 1725 westlake avenue n suite 210 seattle,.washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ Consultant +42"fi4 +42" 5=30R +42" GENERAL NOTES +42" r--' +42 1. CIRCUIT NUMBERS SHOWN REFER TO PANEL 85C KIOSK UNLESS OTHERWISE NOTED. 2. PROVIDE GFCI BREAKERS PER NEC 210.8.B. 3. REFER TO THE KITCHEN EQUIPMENT CONNECTION SCHEDULE, THIS SHEET, FOR ADDITIONAL INFORMATION. FLAG NOTES PANEL 85C KIOSK 398 I=` 40" TELEVISION. COORDINATE EXACT MOUNTING HEIGHT WITH ARCHITECT PRIOR TO ROUGH—IN. PROVIDE CONNECTION TO 1-75WATT & 1'-35W 12VDC POWER SUPPLIES. SELF CHECK-OUT KIOSK.. COORDINATE EXACT MOUNTING HEIGHT PRIOR TO ROUGH—IN. JEEPEIngt,a..Fteertnsri )es19Tfl a ,vi r -'en Ire ►CJ. ADR: 3119 Central Parkway, Dublin CA. 94568 TEL: 510-788-6029 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration 'Architect Registration Issues and Revisions No. Date Issues By. Check GRAS HEATED GLASS DISPLAY POWER/COMMUNICATIONS PLAN SCALE: 1/2" = 1'-0" 1 12.20.17 PERMIT SET TN 2 01.18.18 PLAN CHECK REV.1 AL JP 3 4 5 6 7 8 9 10. MAR 01 2018 8 City of Tukwila BUILDING DIVISION/ Project Name 85'C Bakery Cafe - USA Project Number Description POWER/COMM PLAN., Computer File Scale NOTED (' TV OF TLJKWILA FES 0 9 MO PERMIT CENTER alt Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of the Consultant and were created, evolved, . and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosedto any person, .firm, or corporation for any purpose whatsoever without the written permission of the Consultant SEPARATE, PERMIT AND APPROVAL REQUIRED (E)PLANTER AREA 'JOB NG 16: 21 GENERAL NOTES 1 CIRCUIT NUMBERS SHOWN REFER TO PANEL 85C KIOSK UNLESS OTHERWISE NOTED. 2. PROVIDE GFCI BREAKERS PER NEC 210.8.B. 3. REFER TO THE LIGHTING FIXTURE SCHEDULE, THIS SHEET, FOR ADDITIONAL INFORMATION. 4. EGRESS LIGHTING IS EXISTING AND PROVIDED VIA EXISTING MALL GENERAL LIGHTING IN CORRIDORS. FLAG NOTES K a E HOUSE PANEL 85C KIOSK ED 5 ASS 11)1S^: P1 P1 P1 P1 0 0 0 0 21 21 21 21 LIGHTING PLAN SCALE: 1/2" = 1 '-0" PROVIDE INTERMATIC E1600 SERIES TIMER SWITCH OR EQUAL. SWITCH TO HAVE 7—DAY DAY CLOCK, CAPABLE OF 7 DIFFERENT DAY. TYPES, INCORPORATE AUTOMATIC HOLIDAY SHUTOFF AND HAVE ATLEAST 10 -HOUR BATTERY BACKUP TO PREVENT LOSS OF SETTINGS LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION INTERIOR R1 RECESSED LED ROUND DOWNLIGHT P1 PENDANT MOUNTED LED CONE FIXTURE LED 5 LED TAPE LIGHT (1-75W & 1-35W POWER SUPPLIES) LED 110 LAMP LED WATTS /FIXT 3.6 SOUTHCENTER MALL Space FC 16 2600 Southcenter Mall Tukwila, WA 98188 smith @C� 1725 westlake avenue n suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ Consultant JEEP' En. Jr J JriJ.an Denten Grvi es Irn CJ ADR: 3119 Central Parkway, Dublin CA. 94568 TEL: 510-788-6029 CEL: 510-468-0613 FAX: 510-788-6039. Consultant Registration Issues and Revisions Architect Registration No. Date Issues' By Check 1 12.20.17 PERMIT SET TN 2 01.18.18 PLAN CHECK REV.1 AL JP 3 4 5 6 7 REVIEWED FOR 8 CODE COMPLIANCE 9 A PPRO v D 10 MAR 01 2111 8 City of Tukwila BUILDING DIVISION Project Name 85'C Bakery Cafe - USA Project Number Description LIGHTING PLAN 1 :� ;EIV ED .; .- Computer File 1 t►F VVILJ. FEB 0 9 2018 Scale NOTED aPPMIT CENTCfl Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of the Consultant and were created, evolved, and developed for use on and in connection with the specified project. None of such . ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any . . SEPA R�'r�ose what •ever without the written permission of the Consultant PERMIT AND APPROVAL REQUIRED R2.1 SPECIFICATIONS 260500 - COMMON WORK RESULTS FOR ELECTRICAL A. SCOPE OF WORK 1. COMPLY WITH THE GENERAL CONDITIONS OF THIS CONTRACT. THE REQUIREMENTS OF THIS SPECIFICATION ARE IN ADDITION TO THE REQUIREMENTS OF THE GENERAL CONDITIONS. 2. UNLESS OTHERWISE NOTED, PROVIDE DEMOLITION OF EXISTING POWER RECEPTACLES, LIGHT FIXTURES, RACEWAYS, WIRING, VOICE/DATA OUTLETS AND VOICE/DATA CABLING. . DEMOLISH FIRE ALARM DEVICES AND WIRING WHERE IN CONFLICT WITH NEW WORK. 3. PROVIDE ALL LABOR AND MATERIAL NECESSARY TO ACCOMPLISH THE WORK SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. 4. COORDINATE WORK WITH ALL OTHER TRADES. 5. VISIT THE SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING BID. 6. REMOVE ALL WASTE AND RUBBISH FROM THE SITE ON A DAILY BASIS. B. WARRANTY: WORKMANSHIP AND MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. PROVIDE ADDITIONAL WARRANTY FOR VOICE/DATA SYSTEM AS NOTED ELSEWHERE. C. REGULATIONS 1. ELECTRICAL WORK SHALL COMPLY WITH THE FOLLOWING CODES AS PRESENTLY APPLICABLE: a. NATIONAL ELECTRICAL CODE (NEC) WASHINGTON STATE ENERGY CODE INTERNATIONAL ENERGY CONSERVATION CODE d. LOCAL AND STATE CODES AND REGULATIONS 2. PERMITS: OBTAIN AND PAY FOR ALL REQUIRED PERMITS. D. SUBMITTAL AND SHOP DRAWINGS: PRIOR TO INSTALLATION, SUBMIT CATALOG DATA FOR ALL EQUIPMENT AND MATERIALS FOR REVIEW. SUBMIT SHOP DRAWINGS SHOWING COMPLETE TERMINAL -TO -TERMINAL WIRING FOR EACH SIGNAL AND COMMUNICATION SYSTEM. THREE COPIES REQUIRED. E. OPERATIONS AND MAINTENANCE MANUALS: PROVIDE MAINTENANCE AND OPERATIONS DATA FOR ALL ELECTRICAL EQUIPMENT AND SIGNAL AND COMMUNICATIONS SYSTEMS. THREE COPIES ARE REQUIRED. F. RECORD DRAWINGS: CORRECTIONS AND CHANGES MADE DURING THE PROGRESS OF THE WORK SHALL BE NEATLY RECORDED AS ACTUALLY INSTALLED. FOR AS -BUILT RECORDS. SUBMIT TO THE ARCHITECT UPON .PROJECT COMPLETION. G. CERTIFICATES OF INSPECTION: SUBMIT SIGNED -OFF PERMITS FROM THE CODE ENFORCING AGENCIES TO THE OWNER UPON PROJECT COMPLETION. H. PRODUCT LISTING OR LABELING: ALL ELECTRICAL EQUIPMENT SHALL BE LISTED AND LABELED BY UNDERWRITERS' LABORATORIES, INC. I. MATERIAL AND EQUIPMENT: ALL MATERIALS AND EQUIPMENT SHALL BE NEW UNLESS NOTED OTHERWISE. PROTECT ALL MATERIALS AND EQUIPMENT FROM DAMAGE OR CORROSION. J. CUTTING AND PATCHING: PROVIDE ALL REQUIRED CUTTING AND PATCHING FOR THE ELECTRICAL WORK. K. EXISTING CONDITIONS 1. GENERAL: SPECIFIC SCOPE OF DEMOLITION WORK AND OPERATING CONDITIONS TO BE ENCOUNTERED SHALL BE VERIFIED BY ON-SITE REVIEW PRIOR TO SUBMITTING BID. DEMOLITION WORK IN GENERAL IS NOTED OR SHOWN ON THE DOCUMENTS BASED UPON AVAILABLE "DRAWINGS OF RECORD" AND MAY NOT SHOW THE ACTUAL CONDITIONS AS THEY PRESENTLY EXIST. 2. OWNER -RETAINED EQUIPMENT: THE OWNER MAY WISH TO RETAIN CERTAIN SPECIFIC ITEMS SCHEDULED FOR DEMOLITION. THE CONTRACTOR SHALL CAREFULLY REMOVE THESE ITEMS, PROVIDE PROTECTION AND PACKAGING AS MAY BE REQUIRED TO PROTECT THE EQUIPMENT AND TURN OVER SOLD EQUIPMENT TO THE OWNER AT A PLACE DESIGNATED ON THE JOBSITE. ANY EQUIPMENT THAT THE OWNER DOES NOT DESIRE TO RETAIN SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE REMOVED FROM THE SITE. 3. UNUSED CONDUIT AND WIRING: ALL UNUSED CONDUCTORS RESULTING FROM THIS PROJECT SHALL BE REMOVED. ALL UNUSED CONDUIT SHALL BE REMOVED EXCEPT WHERE LOCATED IN OR ABOVE EXISTING CONSTRUCTION WHICH IS NOT BEING ALTERED AND WOULD REQUIRE REMOVAL AND REPLACEMENT OF THE EXISTING CONSTRUCTION. 4. EXISTING TEL/DATA CABLES AND OUTLETS: PROVIDE DEMOLITION OF EXISTING VOICE DATA OUTLETS EXCEPT WHERE OTHERWISE SHOWN. VERIFY EXTENT OF WORK PRIOR TO SUBMITTING BID. PROPERLY SUPPORT AND MAINTAIN IN SERVICE ANY REMAINING VOICE/DATA SYSTEM WIRING INSTALLED EXPOSED ABOVE SUSPENDED CEILINGS WITHIN THE PROJECT AREA. SECURE CABLES TO STRUCTURE ABOVE USING TIE WRAPS SECURED TO INDEPENDENT TIE WIRES SUSPENDED FROM STRUCTURE ABOVE. 5. EXISTING RACEWAYS: PROPERLY SUPPORT ALL EXISTING RACEWAYS ABOVE SUSPENDED CEILINGS WHERE WORK IS TAKING PLACE. VERIFY EXTENT OF WORK PRIOR TO SUBMITTING BID. L. CONTINUITY OF SERVICE: PERMANENTLY REROUTE OR RELOCATE EXISTING WIRING AND/OR EQUIPMENT WHICH IS IN CONFLICT WITH EXISTING BUILDING ALTERATIONS AND WHICH IS REQUIRED TO BE MAINTAINED IN USE. M. REMOVAL AND REPLACEMENT OF EXISTING ACCESSIBLE CEILING PANELS, LIGHTING FIXTURES AND SPEAKERS: REMOVE AND REINSTALL ALL NECESSARY CEILING PANELS, LIGHTING FIXTURES, SPEAKERS AND OTHER EXISTING EQUIPMENT IN EXISTING ACCESSIBLE CEILINGS AS REQUIRED TO INSTALL THE ELECTRICAL WORK. N. ANCHORAGE AND BRACING: PROVIDE COMPLETE SEISMIC ANCHORAGE AND BRACING FOR THE LATERAL AND VERTICAL SUPPORT OF CONDUIT AND ELECTRICAL EQUIPMENT AS REQUIRED BY THE INTERNATIONAL BUILDING CODE. 0. FIRESTOPPING: PROVIDE FIRESTOPPING FOR ALL PENETRATION IN RATED WALLS, CEILINGS AND FLOORS. P. PAINTING: PAINT ALL EXPOSED RACEWAYS, EXCEPT SMR, IN FINISHED AREAS TO MATCH ADJACENT SURFACES. Q. INSTRUCTION: CONTRACTOR SHALL INSTRUCT THE OWNER IN THE USE AND OPERATION OF ALL SYSTEMS INSTALLED UNDER THE SCOPE OF THIS CONTRACT. R. OWNER FURNISHED EQUIPMENT: PROVIDE COMPLETE ELECTRICAL SERVICE AND CONNECTION TO ALL OWNER -FURNISHED EQUIPMENT. 260519 - CONDUCTORS AND CABLES A. WIRE AND CABLE: 1. BRANCH CIRCUITS: TYPE THHN OR THWN, 600 -VOLT INSULATION, STRANDED COPPER CONDUCTOR. MINIMUM CONDUCTOR SIZE: a. NEUTRAL: #12 AWG b. GROUND: #12 AWG c. PHASE CONDUCTORS (MORE THAN SIX IN A RACEWAY): #10 AWG d. PHASE CONDUCTORS (SIX OR LESS IN A RACEWAY): #12 AWG 2. FEEDERS: FEEDERS SHALL BE SIZED AS SHOWN ON THE DRAWINGS AND COLOR -CODED IN ACCORDANCE WITH LIST BELOW. MAKE NO SPLICES UNLESS SHOWN ON THE PLANS. 3. COLOR CODE WIRE IN ACCORDANCE WITH THE CODING SHOWN BELOW. POWER SYSTEMS CONDUCTORS ARE IDENTIFIED AS FOLLOWS: 208Y/120V PHASE A: BLACK PHASE B: RED PHASE C: BLUE NEUTRAL: WHITE GROUND: GREEN TRAVELERS: YELLOW (FOR 3- AND 4 -WAY SWITCHING) CONTROLS: BLACK WITH WIRE NUMBERS ON EACH CONDUCTOR 4. SPLICES AND TERMINATIONS: LIGHTING AND RECEPTACLE BRANCH CIRCUIT CONDUCTORS UP TO NO. 10 AWG SHALL BE SPLICED WITH WING NUT TYPE CONNECTORS. 260526 -GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS A. GENERAL: PROVIDE THROUGH THE ENTIRE ELECTRICAL SYSTEM. A SEPARATE GREEN EQUIPMENT GROUNDING CONDUCTOR SHALL BE PROVIDED IN ALL LIGHTING AND POWER RACEWAYS B. BONDING: INSULATED GROUNDING BUSHINGS SHALL BE INSTALLED TO BOND ALL FEEDER CONDUITS TO THE SWITCHBOARD GROUND BUS OR PANEL GROUND BUS AT BOTH ENDS OF FEEDER RACEWAYS. INSULATED GROUNDING BUSHINGS SHALL BE INSTALLED TO BOND ALL FEEDER CONDUITS TO THE GROUND BUS OR PANEL ENCLOSURES AT BOTH ENDS OF THE RUNS. C. NEUTRAL GROUNDING: THE NEUTRAL POINT OF ALL TRANSFORMERS SHALL BE SOLIDLY GROUNDED TO THE GROUNDING SYSTEM AND TRANSFORMER ENCLOSURE WITH CODE SIZE GROUND CONDUCTORS. THE NEUTRAL BUS IN EACH PANELBOARD SHALL BE ISOLATED FROM THE GROUND. THE NEUTRAL SHALL BE GROUNDED ONLY AT A SINGLE POINT AT THE MAIN SWITCHBOARD OR AT SEPARATELY DERIVED SYSTEM TRANSFORMERS. D. RECEPTACLE GROUNDING: CONNECT THE GROUND TERMINAL OF ALL RECEPTACLES BY UTILIZING A SEPARATE GROUNDING CONDUCTOR BETWEEN THE RECEPTACLE GROUNDING SCREW AND THE GROUND CONDUCTOR PROVIDED IN THE BRANCH CIRCUIT. INTEGRAL MOUNTING STRAPS WITHIN THE RECEPTACLE CONNECTED TO THE DEVICE MOUNTING STRAPS ARE NOT APPROVED AS A GROUNDING METHOD. E. FLEXIBLE CONDUIT GROUNDING: PROVIDE A SEPARATE GROUNDING CONDUCTOR IN ALL FLEXIBLE CONDUIT RUNS INCLUDING WATERTIGHT FLEXIBLE CONDUIT WITH INTEGRAL GROUNDING STRAPS. INSTALL GROUND CONDUCTOR INSIDE CONDUIT WITH UNGROUNDED CONDUCTORS. F. GROUND CONNECTIONS: GROUND CONNECTIONS TO BUILDING STEEL, GROUND RODS AND CABLE TOPS SHALL UTILIZE AN EXOTHERMIC WELDING PROCESS. CADWELD, ERICO PRODUCTS, INC., OR APPROVED EQUAL. 2605.33 - RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS A. RACEWAYS 1. ELECTRICAL METALLIC TUBING (EMT): STEEL -SCREW TYPE. FITTINGS TWO INCHES AND LARGER SHALL CONTAIN DUAL SET -SCREWS ON EACH SIDE OF THE COUPLING. 2. FLEXIBLE METALLIC CONDUIT: GALVANIZED STEEL, SECURELY INTERLOCKED. 3. MC CABLE CONCEALED IN WALLS ONLY. B FITTINGS 1. ELECTRICAL METALLIC TUBING (EMT): STEEL -SCREW TYPE. FITTINGS TWO INCHES AND LARGER SHALL CONTAIN DUAL SET -SCREWS ON EACH SIDE OF THE COUPLING. 2. FLEXIBLE METALLIC CONDUIT: STEEL, ONE- OR TWO -SCREW CLAMP TYPE. 3. CONDUIT STRAPS: HEAVY DUTY, TWO -HOLE PRESSED STEEL. 4. OUTLET AND DEVICE BOXES: a. INTERIOR SURFACE -MOUNTED IN UNFINISHED AREAS: ONE-PIECE PRESSED STEEL, ELECTRO -GALVANIZED, SIZE AND DEPTH REQUIRED BY CODE, EXCEPT 4 -INCH SQUARE OR 4 -INCH OCTAGONAL MINIMUM. b. INTERIOR FLUSH -MOUNTED: SAME AS ABOVE EXCEPT PROVED PLASTER RING EXTENSION TO FINISHED SURFACE. 5. JUNCTION AND PULL BOXES FOR INTERIOR AREAS: STEEL, SCREW COVER, CODE GAUGE AND SIZE. LARGE JUNCTION AND PULL BOXES SHALL BE FABRICATED SHEET STEEL WITH BAKED ENAMEL FINISH AND RETURN FLANGE WITH SCREW RETAINED COVER. C. EXECUTION 1. GENERAL: a. COORDINATION: THE CONTRACTOR SHALL REVIEW ALL DRAWINGS, DETAILS, AND ELEVATIONS PRIOR TO ROUGH -IN. WHERE EQUIPMENT IS FURNISHED BY OTHERS, THE CONTRACTOR SHALL REVIEW ALL DRAWINGS, DETAILS AND ELEVATIONS PRIOR TO ROUGH -IN. WHERE EQUIPMENT IS FURNISHED BY OTHERS, THE CONTRACTOR SHALL ASCERTAIN THE PROPER VOLTAGE, LOAD AND CONNECTION REQUIREMENTS PRIOR TO ROUGH -IN. b. MATERIALS: ALL MATERIALS OF A SPECIFIC TYPE SHALL BE PROVIDED BY THE SAME MANUFACTURER THROUGHOUT THE PROJECT. 2. RACEWAYS: INSTALL RACEWAY TYPES AND SIZES AS LISTED BELOW; a. ELECTRICAL METALLIC TUBING (EMT): ALL INTERIOR AREAS. MAY BE USED FOR FEEDERS WITH INTEGRAL GREEN GROUND CONDUCTOR. b. FLEXIBLE METALLIC CONDUIT: RECESSED FIXTURE CONNECTIONS, INTERIOR CONCEALED EQUIPMENT CONNECTIONS, EXPANSION JOINTS AND SOUND CONTROL. NOT TO BE USED FOR EXPOSED INSTALLATIONS WITHIN THE FINISHED AREAS OF THE BUILDING. c. MINIMUM RACEWAY SIZE SHALL BE 3/4 INCH, EXCEPT FOR RACEWAYS WITH NO MORE THAN THREE #12 AWG CONDUCTORS WHICH MAY BE 1/2 INCH. D. INSTALLATION: 1. CONCEALMENT: ALL RACEWAYS SHALL BE CONCEALED IN FINISHED AREAS. WHERE EXISTING WALL SURFACES ARE INACCESSIBLE, SURFACE METAL RACEWAYS FOR THESE EXCEPTIONS MAY BE PROVIDED WHEN APPROVED. 2. EXPOSED RACEWAYS. INSTALL EXPOSED RACEWAYS AS HIGH AS POSSIBLE, ABOVE DUCTWORK, PARALLEL OR AT RIGHT ANGLES TO BUILDING LINES. 3. EXPANSION AND EARTHQUAKE JOINTS. RACEWAYS SHALL NOT BE INSTALLED IN CONCRETE SLAB OR WALL CONSTRUCTION WHEN PASSING THROUGH ON EXPANSION OR EARTHQUAKE JOINT. 4. ROUTING: ALL RACEWAYS SHALL BE INSTALLED PARALLEL OR AT RIGHT ANGLES TO THE BUILDING CONSTRUCTION UNLESS PROHIBITED BY A PHYSICAL OBSTRUCTION. 5. RACEWAY SUPPORTS: RACEWAYS SHALL BE SUPPORTED WITH HEAVY-DUTY, ONE -HOLE, PRESSED STEEL STRAPS ON INTERIOR SURFACES. SUPPORT PENDANT -MOUNTED RACEWAYS ON 3/8 -IN ROD WITH PEAR-SHAPED HANGER OR TRAPEZE -TYPE HANGER WITH 3/8 -INCH ROD (MINIMUM) AND 1 -5/8 -INCH SQUARE PREFORMED CHANNEL AND PIPE CLAMPS. PARALLEL, SURFACE -MOUNTED RACEWAYS SHALL BE SUPPORTED FROM 1 -5/8 -INCH SQUARE PREFORMED CHANNEL AND PIPE CLAMPS. ALL FITTINGS AND SUPPORTS HALL BE HOT -DIP GALVANIZED IN EXTERIOR AREAS. 6. INDEPENDENT SUPPORT: CONDUITS SHALL NOT BE SUPPORTED FROM THE CEILING SUSPENSION SYSTEM, DUCTS, PIPES OR OTHER SYSTEMS FOREIGN TO THE ELECTRICAL INSTALLATION. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE KEPT INDEPENDENT FROM ANY OTHER TRADE. 7. PULLBOXES WITH COVERS: SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS OR AS REQUIRED BY CODE. ALL PULLBOXES SHALL BE LOCATED SO AS TO BE ACCESSIBLE. 8. FLEXIBLE CONDUIT: SHALL BE USED ONLY FOR LIGHTING FIXTURE PIGTAILS IN ACCESSIBLE CEILINGS, FLUSH -MOUNTED SPEAKER PIGTAILS IN ACCESSIBLE CEILINGS, SOUND CONTROL, MOTOR CONNECTIONS AND AT BUILDING EXPANSION JOINTS AS SPECIFIED. ANY OTHER PROPOSED USE OF FLEXIBLE CONDUIT MUST BE APPROVED PRIOR TO INSTALLATION. 9. EMPTY RACEWAYS: PROVIDE A NYLON PULL STRING IN ALL EMPTY RACEWAYS. 10. BOXES AND FITTINGS: a. GENERAL: BOXES SHALL BE SUPPORTED SECURELY AND INDEPENDENTLY. MOUNT BOXES ON BUILDING SURFACES OR SUPPORT WITH TRAPEZE HANGER AS DESCRIBED IN RACEWAY INSTALLATION. JUNCTION BOXES SHALL NOT BE USED UNLESS THE NUMBER OF BENDS, PULLING LENGTH, OR CIRCUIT REQUIREMENTS NECESSITATES THEIR INSTALLATION. JUNCTION OR PULLBOX OPENINGS MUST BE ACCESSIBLE. b. SOUND CONTROL: WHERE BOXES ARE MOUNTED IN A COMMON WALL, THEY SHALL WHEREVER POSSIBLE, BE OFFSET HORIZONTALLY SO THAT THEY ARE NOT MOUNTED BACK-TO-BACK. CONNECT OFFSET BOXES WITH FLEXIBLE CONDUIT NOT TO EXCEED 18 INCHES IN LENGTH. 260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS A. GENERAL: LABEL ALL JUNCTION BOXES, TERMINAL CABINETS, ETC., WITH THE CIRCUIT NUMBER OR LOW -VOLTAGE SYSTEM CONTAINED WITHIN. B. EQUIPMENT NAMEPLATES: SHALL BE ENGRAVED IN 1/16 INCH THICK PHENOLIC LETTERS A MINIMUM OF 3/16 INCH HIGH. COLORING SHALL BE WHITE LETTERS ON BLACK BACKGROUND. 260923 - LIGHTING CONTROL DEVICES A. TIMER SWITCH: 24 HOURS 7 -DAYS A WEEK CAPABLE WITH CAPABILITY FOR 7 UNIQUE DAYS. MUST ALSO INCORPORATE AUTOMATIC HOLIDAY 'SHUTOFF' AND HAVE ATLEAST 10 -HOUR BATTERY BACKUP TO PREVENT LOSS OF SETTINGS. 262726 - WIRING DEVICES A. WIRING DEVICES 1. APPROVED MANUFACTURES: HUBBELL, P & S OR LEVITON. ALL PART NUMBERS REFER TO HUBBELL. 2. COLOR OF SWITCH HANDLES: BLACK IN COLOR, WHITE IN COLOR IF ON WHITE SURFACE (PAINT OR TILE). 3. RECEPTACLE FACES: BLACK IN COLOR, WHITE IN COLOR IF ON WHITE SURFACE (PAINT OR TILE) FOR NORMAL POWER. B. RECEPTACLES 1. DUPLEX RECEPTACLES: SPECIFICATION -GRADE, 20 AMPERE, 125 -VOLT, GROUNDED TYPE, HBL5362 SERIES. 2. DOUBLE DUPLEX RECEPTACLES: SPECIFICATION -GRADE, 20 -AMPERE, 125 -VOLT, GROUNDED TYPE, HBL5362 SERIES. 3. GROUND FAULT INTERRUPTION RECEPTACLE: SPECIFICATION -GRADE, 20 -AMPERE, 120 -VOLT, CLASS A, 5 -MILLIAMPERE SENSITIVITY, GF5362 SERIES. a. SWITCHES 1. SINGLE -POLE SWITCHES: SPECIFICATION -GRADE, 20AMPERE, 1221 SERIES. 2. THREE-WAY SWITCHES: SPECIFICATION -GRADE, 20 -AMPERE, 1223 SERIES. 3. OCCUPANCY WALL SWITCHES: SPECIFICATION -GRADE, 20 -AMPERE WITH INTEGRAL PRECISION INFRARED OCCUPANCY SENSOR. 4. LOW VOLTAGE WALL SWITCHES: HUBBELL LOW VOLTAGE SWITCH LVSM SERIES OR APPROVED EQUAL. 5. LINE VOLTAGE DIMMING SWITCHES: SPECIFICATION GRADE, 800W SLIDE DIMMING SWITCH. LEVITON RENOIR SERIES OR APPROVED EQUAL. 6. TIMER SWITCH: INTERMATIC E1600 SERIES. D. DEVICE PLATES: BLACK IN COLOR, WHITE IN COLOR IF ON WHITE SURFACE (PAINT OR TILE), SMOOTH, HIGH -IMPACT THERMOPLASTIC, P&S/SIERRA OR APPROVED EQUAL. E. EXECUTION 1. GENERAL: INSTALL DEVICES LEVEL, PLUMB AND SQUARE WITH BUILDING LINES. 2. SWITCH LOCATIONS: LOCATE SWITCHES 6 INCHES FROM DOOR CASING. 3. RECEPTACLE MOUNTING HEIGHT: + 18" TO THE CENTERLINE OF THE BOX UNLESS OTHERWISE NOTED. 4. SWITCHES: + 48" TO THE CENTERLINE OF THE, BOX. 262416 - PANELBOARDS A. 208Y/120V, COPPER BUS BOLT -ON MOLDED CASE THERMAL MAGNETIC TYPE CIRCUIT BREAKERS HAVING A MINIMUM INTERRUPTING RATING OF 10,000 AMPERE FOR 208Y/120V PANELS. B. MOUNTING: WHERE PANELBOARDS ARE TO BE INSTALLED AGAINST PLASTERBOARD WALLS, PROVIDE SEPARATE SUPPORT CHANNELS SECURED TO BLOCKING BETWEEN STEEL STUDS. COORDINATE BLOCKING WORK WITH THE GYPSUM WALLBOARD CONTRACTOR. PANELS SHALL NOT BE SECURED DIRECTLY TO GYPSUM WALLBOARD MATERIAL. C. PROVIDE SHORT CIRCUIT STUDY OBTAINING AVAILABLE FAULT FROM SERVING UTILITY. PROVIDE DOCUMENTATION TO DEMONSTRATE THAT ALL SUBMITTED EQUIPMENT AND PROTECTIVE DEVICES MEET OR EXCEED AVAILABLE FAULT AT POINT OF APPLICATION. PROVIDE EQUIPMENT IN COMPLIANCE WITH AVAILABLE FAULT. D. PERFORM AN ARC -FLASH STUDY IN ACCORDANCE WITH THE NEC AND AHJ TO DETERMINE INCIDENT ENERGY EXPOSURE, FLASH PROTECTION BOUNDARY, SHOCK HAZARD APPROACH LIMITS AND REQUIRED PPE LEVELS. PROVIDE REQUIRED DATA FOR APPROVED ARC -FLASH WARNING LABELS ON ALL PANELBOARDS AND DISCONNECT SWITCHES. PROVIDE WARNING LABELS ON ALL PANELBOARDS. E. PROVIDE NAMEPLATE FOR EACH PANELBOARD PER 260553 ELECTRICAL IDENTIFICATION. F. APPROVED MANUFACTURER'S: SQUARE D, GENERAL ELECTRIC OR SIEMENS. 262816 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS A. APPROVED MANUFACTURER'S: SQUARE D, GENERAL ELECTRIC OR SIEMENS. B. SINGLE-PHASE MOTOR: MOTORS 1/3 HP OR LESS PROVIDE WITH TOGGLE -TYPE, 20 -AMP, 120 -VOLT RATING, SPECIFICATION -GRADE DISCONNECT SWITCHES. C. THREE-PHASE MOTOR: MOTORS 1 HP AND LARGER PROVIDE WITH AMP AND VOLTAGE RATING AS REQUIRED, SPECIFICATION -GRADE DISCONNECT SWITCHES. NEMA RATED PER ENVIRONMENT. PM T SHALL BE FUSED OR NONFUSED AS REQUIRED BY THE EQUIPMENT D.EQUIPMENT DISCONNECTS: Q MANUFACTURER, RATED AT 125 PERCENT OF FULL LOAD NAMEPLATE AMPERAGE OR RATED HORSEPOWER, HEAVY-DUTY TYPE. E. DISCONNECTS: PROVIDE DISCONNECTS AT ALL MOTORS AND OTHER EQUIPMENT ITEMS UNLESS THE EQUIPMENT HAS A SELF-CONTAINED, CODE APPROVED DISCONNECTING METHOD. EQUIPMENT DISCONNECTS SHALL BE FUSED OR NON-FUSED AS REQUIRED BY THE EQUIPMENT MANUFACTURER. 262813 - FUSES A. MANUFACTURERS: BUSSMAN, FERREZ SHAWMUT. B. FUSES: PROVIDE 200,0-00 AIC, CURRENT LIMITING, UL TIME DELAY FUSES AS FOLLOWS: 1. FEEDERS 600 AMPS AND LESS: CLASS RK -1, LPN -RK FOR 250 -VOLT, DUAL ELEMENT, CLASS RK -1, LPS-RK FOR 600 VOLT, DUAL ELEMENT. 2. MOTOR CIRCUIT 600 VOLTS AND BELOW: CLASS RK -1 OR CLASS J SIZED AT. 125 PERCENT FLC OF MOTOR. C. MOTOR CONTROLS 1. APPROVED MANUFACTURERS: SQUARE D, GENERAL ELECTRIC OR SIEMENS. 2. MANUAL STARTERS: TOGGLE TYPE, LOCKABLE IN THE OFF POSITION, OVERLOAD PROTECTION, PILOT LIGHT AND NEMA 1 ENCLOSURE. D. MOTOR CONTROLS AND EQUIPMENT CONNECTIONS: 1. GENERAL: PROVIDE ALL LINE VOLTAGE WIRING AND CONNECTIONS TO EQUIPMENT AND MOTORS AS SHOWN ON THE PLANS, DIAGRAMS OR SPECIFIED HEREIN. OBTAIN ALL NECESSARY ELECTRICAL AND PHYSICAL INFORMATION FROM THE TRADE PROVIDING THE EQUIPMENT, PRIOR TO ROUGH -IN AND ADJUST INSTALLATION REQUIREMENTS AS NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM. 2. MOTOR CONTROLS, SEPARATELY MOUNTED; PROVIDE SEPARATELY MOUNTED MOTOR STARTING EQUIPMENT AS SHOWN OR NOTED. COORDINATE LOCATION AND INTERLOCKING WITH TEMPERATURE CONTROLS CONTRACTOR. VERIFY MOTOR HORSEPOWER SIZE OR FULL -LOAD AMPERAGE PRIOR TO ORDERING OVERLOAD HEATERS AND SIZE UNITS IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 265100 - INTERIOR LIGHTING A. GENERAL: REFER TO THE FIXTURE SCHEDULE ON THE CONTRACT DRAWINGS. B. LABELS: PROVIDE UL LABELS ON ALL NEW FIXTURES. LIGHTING FIXTURES INSTALLED IN DAMP OR WET LOCATIONS SHALL HAVE LABEL "SUITABLE FOR DAMP LOCATIONS" OR "SUITABLE FOR WET LOCATIONS." C. LAMPS: 1. APPROVED MANUFACTURERS: OSRAM/SYLVANIA, GE, OR PHILIPS. SEE FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION. 2. PROVIDE FOR EACH FIXTURE, NUMBER, SIZE AND TYPE AS REQUIRED BY FIXTURE OR AS INDICATED ON THE DRAWINGS. 3. FLUORESCENT: PROVIDE EACH FIXTURE WITH THE NUMBER, SIZE AND TYPE AS REQUIRED BY FIXTURE OR INDICATED ON DRAWINGS. LAMP COLOR SHALL BE 3500K WITH A COLOR RENDERING INDEX (CRI) OF 80 OR BETTER. EACH 4' LAMP SHALL HAVE LESS THAN 10 MG OF MERCURY. ALL LAMPS OF A SPECIFIC TYPE ARE TO BE OF THE SAME MANUFACTURER. THERE SHALL BE NO PERCEPTIBLE COLOR DIFFERENCES BETWEEN LAMPS. 4. LED: PROVIDE EACH FIXTURE WITH THE NUMBER, SIZE AND TYPE AS REQUIRED BY THE FIXTURE OR INDICATED ON THE. DRAWINGS. D. BALLASTS: 1. APPROVED MANUFACTURERS: ADVANCE, MAGNETEK, LUTRON OR EQUAL. 2. ELECTRONIC FLOURESCENT BALLASTS: BALLASTS SHALL BE TYPE REQUIRED FOR THE NUMBER AND TYPE OF LAMPS IN EACH CASE. EACH FIXTURE SHALL HAVE ITS OWN BALLAST. REMOTE, TANDEM OR MASTER/SLAVE-WIRED BALLASTS SHALL NOT BE UTILIZED. ALL BALLASTS SHALL B E HPF - ETL AND UL APPROVED. ALL FLUORESCENT BALLASTS SHALL OPERATE AT 20 KHX OR GREATER AND CLASS P THERMALLY PROTECTED RESET TYPE TO MEET SECTION 410-73 (E) OF THE NATIONAL ELECTRICAL CODE AND BE CSA CERTIFIED. BALLAST FACTOR FOR ALL LAMP/BALLAST COMBINATIONS SHALL EXCEED .90 FOR ALL CASES. BALLAST SHALL COMPLY WITH FCC REQUIREMENTS UNDER PART 18, CLASS A. ALL BALLASTS SHALL BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF TWO YEARS AFTER INSTALLATION. RAPID -START BALLASTS SHALL BE CERTIFIED TO HAVE AN "A" SOUND RATING . THE VOLTAGE RATING OF THE BALLAST SHALL BE AS REQUIRED BY THE SERVICE VOLTAGE. 271500 - COMMUNICATIONS HORIZONTAL CABUNG A. SCOPE: CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS FOR A COMPLETE, FUNCTIONAL DATA AND VOICE COMMUNICATIONS SYSTEM INFRASTRUCTURE IN ACCORDANCE WITH THIS SPECIFICATIONS AND THE CONTRACT DRAWINGS. B. INSTALLATION SHALL INCLUDE TELECOMMUNICATIONS OUTLETS, BOXES, TELEPHONE BACKBOARD, CONDUIT PATHWAY, AND ALL APPURTANCES REQUIRED FOR ROUGH -IN. C. DATA/VOICE TERMINAL BACKBOARD SHALL BE 3/4" THICK PLYWOOD, APA EXTERIOR GRADE DOUGLAS FIR A -C, AND FIRE RETARDANT WITH FLAME SPREAD RATING NOT MORE THAN 25 WHEN TESTED ACCORDING TO ASTM E-84. D. PROVIDE SUPERIOR ESSEX CAT 3 4 PAIR STATION CABLE FOR ALL JACKS LABELED FOR TELEPHONE. PROVIDE # 18-241-43 WHITE, PLENUM RATED OR EQUIVALENT. E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EMT SLEEVES AT. ANY LOCATION WHERE A WALL, PARTITION, FLOOR OR CEILING IS PENETRATED. WHERE A FIRE -RATED WALL, FLOOR OR CEILING • IS . PENETRATED, SEAL AROUND ALL CABLES WITH UL CLASSIFIED FIRE SEAL SUFFICIENT TO RETURN THE STRUCTURE TO ITS ORIGINAL RATING. F. PROVIDE PLASTIC BUSHING ON ALL CONDUITS AND SLEEVES PRIOR TO INSTALLING CABLE. G. PROVIDE METALLIC RACEWAYS, ABOVE INACCESSIBLE CEILINGS, INSTALLED EXPOSED OR WHERE SUBJECT TO PHYSICAL DAMAGE. MINIMUM RACEWAY SIZE SHALL BE 3/4 INCH. END OF ELECTRICAL SPECIFICATIONS Go 63 SOUTHCENTER MALL Space FC 16 2600 Southcenter Mali Tukwila, WA 98188 faith @'z0 1725 westlake avenue n suite 210 seattle, washington 98109 206.838.5485 p 206;713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ Consultant 4N137) Ertilneeriblingy and. toes ADR: 3119 Central Parkway, Dublin CA. 94568. TEL: 510-788-6029 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration Issues and Revisions Architect Registration No. Date Issues By Check 1 12.20.17 2 01.18.18 3 4 5 6 7 8 9 10 8 PERMIT SET PLAN CHECK REV.1 TN AL JP REVIEWED FOR UUL)t COMPLIANCE A PROVE!) MAK u 1 2018 City of Tukwila BUILDING DIVISION) Project Name 85'C Bakery Cafe - USA Project Number, Description ELECTRICAL SPECIFICATIONS Computer File RECEIVED CITY OF TUKWILA Scale FEB 0 9 2018 1-' Lfrd iVl i t CA: -.N I ER Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of the Consultant and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any S EPAPinge whatsoever without the written permission of the Consultant PERMIT AND APPROVAL REQUIRED N:3.1 RAP -41C .SYME3OL5 A.B. AFFLR. BM.' C.J. CL. orC CONT. CPT. CRM. D. DF: p.o. D.S. Ex: ANCHOR E3OLT AE3OVE FINISH FLOOR E3ACK SPLASH E3EAM CONTROL/CONSTRUCT ION JOINT CENTERLINE CONTINUOUS CARPET CLASSROOM DEP TH DRINKING FOUNTAIN DEDICATED OUTLET DOWN SPOUT EXISTING EXP. BOLTEXPANSION BOLT FLOOR DRAIN FIRE EXTINGUISHER FINISH FLOOR FACE OF PLYWOOD GLUE LAMINATED GAUGE OR GAGE GALVANIZED HEIGHT ED. F.E. FIN. FLR FD.P 1 GLAM. GA GALV. H.C. 1-111. HDR L. MIL. N.T.S. O.C. 0.H: 0.6.6. P.L.S. PLAM. PLYWD. PR PT. R.I. 64V S.C. S.Y. 6I -1T. MTL. 9111. T4G T.0.0 T.O.W. TRT. TVP. U.N.O. HOLLOW CORE/HANDICAP w I-IOLLOW METAL . WP. HEADER I1J0. PiOJECT DATA: -_DESIGN CR( ER LENGTH METAL L. NOT TO SCALE ON CENTER OPPOSITE NAND/OVER. HANG ORIENTED STRAND OA � RD PARA LAMINATED SEAM PLASTIC LAMINATED PLYWOOD PAIR PAINT ROUGH- IN STAINED 4 VANISHED SOLID CORE SHEET VINYL SHEET METAL SIMILAR TONGUE 4 GROOVE TOP OF CONCRETE TOP OF WALL TREATED TYPICAL UNLESS NOTED OTHER WISE WiDE WATER PROOF WOOD SITE ADDRESS: PARCEL NUMBER: LEGAL DESCRIPTION: SCOPE OF WORD: ZONING: 5ITE AREA: BUILDING CODE: CONSTRUCTION TYPE: OCCUPANCY: FIRE RESISTANT WALLS: BUILDING AREA BUILDING HEIGHT: NUM. OF STORIES: SETBACK 12203 41T$- AVE S. TUKWILA, WA 0119001100 ALLENTOU ' ADD NEW 2 STORY ADDITION TO EXITING RESIDENCE THAT . INCLUDES GARAGE AND LIVING SPACE LDF? 6000 SOFT' 2 .S INTERNATIONAL RESIDENTIAL CODE VB RESIDENTIAL GARAGE TO LIVING. SPACE EXIST. HOUSE: NEW MAIN LEVEL: (LIVING: `GAS: NEW UPPER LEVEL: NEW 825 SF Dec 1025 5F 431 SF 515 SF 1015 SF 2 loqoa-5? j-(2 NEW TOTAL LIVING SPACE: 2211 6F NOTE:GARAGE AREA NOT INCLUDED TO TOTAL LIVING AREA ABOVE ± 25-0" (EXISTING) FROM LOW GRADE 2 FRONT: 20' E + 51DE:2. 5' /WeAi S IDE 104 REAR: 10' ~- HEIGHT: 30' C ENEi�AJ NOTES. _�.._ 1. insta II materla ISlproducte er manufacturer's recommendations and s ecifications • 2. All work shall be erformed. in strict accords .p nce to the Architect's co s" n truction documents. 3:. • Do not sca lc All orkahall: conform: •With the latest edition of the International hesidentlal .�� Go e� d Cli�'C�, OSHA, National Fire - Code (NFC),and all �ot � ' her a ...` iicsble �: � codes - and K'p.: overnmenta l •a encies. The Contractor Sha Shall be res onsible � g p for rk that has`been � erfc�rmed uuhlchi does riot m�:et these •codes and re ulations. g 5: Verify. all existin site and new plan dimensions bef'or roceedin' with the work Re' -ort anyvariance or • p -g p..- discr epancy to the architect . _ 6). The construction" work shall be I ``pit e tm d to the immealiate area in which i h the work °is bein erformec� The Contractor being sha l l be r es onsible .#'or: the cleanin of � a 11 -the debris and p g. dust throughout: the site which to a result of this construction p .. ro ject.. 1. The Contra ct or -611611be: res ' onsika � �' .. p I� for the remova I and. • drsposa I of 'a all debris for the site A11 coats for the` removal l of const ruction ,debris Shall be the sole responsibility of the Contractor: The Contractor shad I strive to ma inta in a clean and debris -free working site: 9. Contractor to verify location, of- all utilities and piping before beginning work. Protect or moils utilities as' required. 10. Report immediately to the Architct any discrepancies and conditions which -may differ•from the drawings. 11. All ciuestions pertaining to the construction and meaning of drawings or specifications shall be decided • ,upon the architect, or n: the by i case of a structural or civil drawing, the 'ens. ineer 12.• Contractor shall.submit shopdrawings,,Catalog information illustrations '8- ectficatIons. . p etc. to the architect, for Verification of the deet �: n intent.; field measur en •g em ts, and conformation of the Contract Documents. • Failure. to do sot iridem.I Wily. the architect from res - orisibllit for such work 13. . Furnish and ineta ll all labor, materia I, ui merit 'facilities: and trans ortation : re�- wired for lnsta llation •of a c �'i . nmplt;.. sal W r . f o kable � tri C . All ork•s``` halib �1bein� cot» � Iete: compliance with all local; Btate, and National a '` licaki.le coo es. Coorclinatewith all associated trades: service to 'all mechanical,: and IumbinJe 4ui p it. ient:., Purdf-iaSe nedeseary ipertfilts; licenses; and ap,"GoyaI e recuired for, execution of work and include :urchase •� rice Execute electrica I work in strict accordance with she latest edition`oP the National Electric Code and overnin local ordinances, codes and re ulat J g . ., ions ,4Ssurr the -strict confornit ©f :all electrical e', uiment m., t' . y . ,: q .. p �. aerials;::` construction methiods tests, and d�flnitions`with the .. established stan1arde of the . foIlowin-:g :. i .': nthelatesti. adopted. revisioi Underwriter's Labritories p.. Inc. and the National Electrical ManufacturersAssociation 14.. Provide horizonta i fireblockin in :a I I woo' /� g d frame.ivalls: a1 10' -fall on center; 0. 40.1 phase: ase. Cate owner: JOHNNY JJMERSON 12203 47TH AVE SOUTH TUKWILA; WA 98178. (LeiNG APPROVED changes'can an be made to these plans without approval from h . , Planning Division of DCD Approved By Date: �. N:REVISIONS o ch anges'shall be madeto she scope of work withorit.prior approval of rulcwiia,Bui!din Division. �'OTC� Revisions 9 scan. , evisions will require a nevi plan submittal and:mayinclude additional plan review fee; These:. plans have been reviewed by the Public Works Department for conformance with current • City 'standards. Acceptance is subject to errors and omissions which do not authorize violations . of adopted standards or ordinances. The responsibility for the adequacy of the; design rests totally with the. designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings --for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 0//023/20/x. project. ... oct J ADDITION TO HOUSE 12203 47TH AVE SOUTH TUKWILA, WA 98178 PARCEL NO.: 017900 1 100 -6PL( K C3Loc-t' (1\i 1lE t'' 'I l6Hri-06 A-ereg- po2M i i issci _11_011,8 Exi8 14ClEi FIELD COM Ponirdt Nos This set of construction documents shaii be kept at the site of work and she! be open to inspection by the BuildintJffici :l or a duly authorized representati j'e. City Of Tukwila BUILDING DIVISION Irl-• s-iAlf._ FE47,41T i �. il3ii c FOR: ,ecnanical' t , icctricai mbcrtg Pipfspg C14 is r Ta SITE PLAN 1"=20.-0" NOTE:- UTILITIES A ESNou.N APPROXIMATE LOC,4''JONS EXACT LOCATION MUT EE VERIFIED ON SITE. SITE CONTOURS AND E> ISTING IMPROVEMENTS 51-1Ou,K1 Z APPROXIMATE THIS 15 NOT : A SURVEY. • DIMENSIONS AND CONDMONS MUST BE 'VERIFIED PRIOR TO CONSTRUCTION: EVI E FOR CODE COMPLIANCE:. APPROVED JAN 2 4 2018 :l o €� tl6aliill` a RECEIVED CITY OF TUKWILA DEC 22 2017 PERMIT CENTER N,c2 E ap T. 8 J Os. c.4 o >- 3cLi>el m Z d N 0 Q�,.. o v.. 0 o C �. o UJ 1 z 0 SITE PLAN ELECTRICAL LEGEND BB 1II"�I,�PSGN-STHDI4RJ A =: SIMPSON MST37 LIGHTING SWITCH SWITCH - SINGLE POLE_ (2.-. TWO POLE, 3, --.THREE WAY, 4=FOUR WAY) 3 WAY SWITCH RECEPTACI_#ES RECEPTACLE - DUPLEX, 120V A TELEPHONE OUTLET CABLE OUTLET �, 5C I TS REPRESENT THE FOLLOWING .. OPER R P GFI GROUND FAULT INTERR'RUPT WP U.JEATHER PROO}= FIXTURES 01 E1 CEILING MOUNT WALL MOUNT (2) TUE FLOUfESCENT SHOP LIGHT RECESSED CAN EXHAUST FAN M 30'_0 CRITICAL NOTE:' CONTRACTOR SHALL TAKE. TIME TO THOROUGHLY: VERIFY ALL DIMENSIONS, HEIGHTS, STAIR RISE AND RUN, FRAMING LUMBER SIZE COMPATIBILITY, STEM WALL HEIGHTS, ROOF PITCH, OVERHANGS, AND ANY OTHER CONDITION WHERE NEW CONSTRUCTION MEETS EXISTING:PRIOR TO ANY CONSTRUCTION, IO TO IFY TN CONTRACTOR SHALL .TAKE TIME TO LAYOUT NEW CONSTRUCTION YER E R R 1. COM ATI ILITY !BETWEEN NEW. AN D EXIST ING CONSTRUCTION. IF ANY Dl5GREPSCI SAREFouND CONTACT ARCHITECT IMMEDIATELY: 161.6" 13'-6" 6'-I" " 3,_51I 3'-0'!X4' .6 PIC s. ELECTRICAL NOTES: /. i. EXTENSION OF EXISTING ELECTRICAL SYSTEM SHALL 8 E !BIDDERDER DESIGN TO MEET THE REQUIREMENTS SHOUNN, AND REQUIRED FOR LAWFUL AND PROPER INSTALLATION OF THE HIGHEST QUALITY. WORK SHALL CONFOIRM TO THE LATEST EDITION OF NATIONAL ELECTRIC COPE(NEC),(N ' STATE OF WASHINGTON ELECTRICAL CODE AND ALL OTHER CODES APPLICABLE TO THE WORK DEVICES, AND EQUIPMENT SHALL: BE UNDERWRITER'S LABORATORIES, INC., LISTED AND LABLED, WHERE APPLICABLE.. 2. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN CONTRACT INCLUDING APPROXIMATE LOCATION OF ALL NEW LIGHTING FIXTURES, OUTLETS, AND: EQUIPMENT. 3. OBTAIN PERMITS AND INSPECTIONS AND PAY FEES REQUIRED BY STATE AND LOCAL AUTHORITIES. 4. GUARANTEE EACH SYSTEM IN ITS ENTIRETY AND ALL PARTS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. 5. NEW SWITCHES AND RECEPTACLES TO MATCH EXISTING. CRITICAL NOTE:' CONTRACTOR SHALL TAKE. TIME TO THOROUGHLY: VERIFY ALL DIMENSIONS, HEIGHTS, STAIR RISE AND RUN, FRAMING LUMBER SIZE COMPATIBILITY, STEM WALL HEIGHTS, ROOF PITCH, OVERHANGS, AND ANY OTHER CONDITION WHERE NEW CONSTRUCTION MEETS EXISTING:PRIOR TO ANY CONSTRUCTION, IO TO IFY TN CONTRACTOR SHALL .TAKE TIME TO LAYOUT NEW CONSTRUCTION YER E R R 1. COM ATI ILITY !BETWEEN NEW. AN D EXIST ING CONSTRUCTION. IF ANY Dl5GREPSCI SAREFouND CONTACT ARCHITECT IMMEDIATELY: 161.6" 13'-6" 6'-I" " 3,_51I 3'-0'!X4' .6 PIC s. /. f qt r -�. � iii �- illlea. ' i /cl �.. ��/�� I �l T'r �l CxFI 1� o UM ,� 0 , 1_ , . / , TUB 'ir•�aiii 1 °- BATH MSTR. 7-1'(� Q t l 0 0 /0 .......�, VINYL '�6"X61_''sbi LINEN CAB, / / fd'A f MASTER BEDROOM '-6"X6'-8 i►�r 4,-0" ia/eAArAr. 1los V F 2'-6"X6'-8 rAdrSrrriArAriii iii Ariiii�r U _ i- xU1/IN CLOSET 6. / ® CARPET ' r 4'-4" 5'-4" 5'-6" 2'- 11 1-10" ir � ,:, MAPZ lrr.Ilse r 40110 .07,401 �� 07:1992%.�iAP Tie Ar .402501,40" P' J ilei. TUB/SHU. o -0 o TU13/61-11 0 N • F G 0 0 , PA .% O • INYI ', VINY X .EDROOM e �� _6 :8 CARPET Tn X 40,,iisirrllr mss`-. .rrai►iirriiar�rrrr OSD r' ib ••D HAND RAIL'G Ts 2'-6"X6' 8' 111 fSD -e +36" ABOVE NOSING L3O1•(I�S C� ridriasriiririsaraj! rAnr. ►rrirsrarrrrr.nirriii: CARVE . IIILIN!- /// 5'-0"X5'-0" SL A1iiinniairn.g ririiiii i.re►9�rrci►�o.riJ—rreIrirri 6'-6" ILE DECK FLOQR PLAN NOTES: I. GENERAL CONTRACTOR MUST THOUROUGHLY VERIFY ALL DIMENSIONS IMENS IO N S AND CONDITIONS PRIORTO CONSTRUCTION. CONTACT A CHITCT IF DISCBE� CI S ARE FOUND.ALL WORCSHALL !BE COMPLIANCE WITH A, OSHA, IRC 2006, AND ALL OTHER APPLICABLE WYE:OVEN! AND REGULATORY AGENCIES. 2. CONTRACTOR SHALL EMPLOY PRECAUTIONS) NECESSARY TO ENSURE STRUCTURAL INTEGRITY OF ADJACENT ASSEMBLIES. IS PRECAUTIONS NECESSARY TO 3. CONTRACTOR TO TAKE PRE AUT RY PREVENT DUST AND DEBRIS FROM ENTERING MECHANICAL SYSTEMS AND ADJACENT ROOMS. 4. YERIFT- QUANTITY AND SIZE OF EXISTNG WINDOWS TO BE REPLACED WITH OWNER, IF APPLICABLE. 5. NOT USED 6: VERIFY ALL WINDOW 4 DOCS SIZES 4 STYLES WITH OUNER PRIOR TO ORDERING. 7. NOT USED. E3. vERIFr LOCATION AND PLACEMENT OF ELECTRICAL PHONE, AND : DATA LINES WITH OWNER BEFORE INSTALLATION OF ELECTRICALELECTRICALBORES ANDDRYWALL. S. ALL GLASS IN HAZAROUS LOCATIONS AND WITHIN.IS" CO THE FLOOR AND WITHIN 413" OF TI -E DOOR SHALL BE SAFETY GLASS, GENERAL CONTRACTOR TO VERIFY:: 10, ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPED. ALL EXTERIOR JOINTS AROUND POOR' FRAMES AND WINDOWS AND AT ALL PENETRATIONS TI -IRU BUILDING ENVELOPE SHALL BE SEALED USING SEALANTS AND CAULKING. PLUMBING NOTES 1. EXTENSION` OF EXISTING WATER SYSTEM, AND SANITARY WASTE AND PENT SYSTEM SHALL BE BIDDER DESIGN TO MEET THE 5AND SHOUAJ ANDREQUIRED. . AUJFtJ C�II�MEN FOR L L PROPER INSTALLATION OF THE HIGHEST QUALITY. WORK SHALL CONFORM. TO TI -E LATEST EDITION OF UNIFORM PLUMBING CODE, PIERCE COUNTY HEALTH DEPARTMENT AND ALL OTHER CODES APPLICABLE TO THE WORK 2 DRAWNGS ARE DIAGRAMMATIC AND. INICATE GENERAL ARRANGEMENT CF SYSTEMS AND' WORK INCLUDED IN CONTRACT INCLUDING APPROXIMATE LOCATION OF ALL NEW FIXTURES. 3. OBTAIN PERMITS AND INSPECTIONS AND PAY FEES REQUIRED BY STATE AND LOCAL AUTHORITIES. 4 GUARANTEE EACH SYSTEM IN ITS ENTIRETY AND ALL PARTS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. 5. INSULATE ALL WATER PIPES LOCATED IN BUILDING WALLS, FLOORS, AND CEILINGS. D. I. COORDINATE WITH OUNE FORItEMS TO BE AND/OR E RE -USED. 2. CONTRACTOR TO VERIFY LOCATION. OF ALL UTILITIES: AND; PIPING BEFORE BEGINNING WORK. PROTECT OR REMOVE UTILITIES . AS REQUIRED. 3: BRACE ALL EXISTING STRUCTURE TO REMAIN TO SUIT ADJACENT DEMOLITION UNIT NEW CONSTRUCTION IS IN PLACE (AS REQUIRED) 4. ITEMS INDICATED TO BE DEMOLISHED / REMOVED MAY BE ABANDONED IN PLACE WHERE NOT VISIBLE AND WHERE NOT IN CONFLICT WITH NEW CONSTRUCTION- EXCEPT ELECTRICAL WIRING. 5. REMOVE ALL EXISTING PLUMBING, MECHANICAL AND ELECTRICAL WORK NOT TO BE REUSED IN ITS PRESENT LOCATIONS. CAP ALL:ABONDONED UTILITIES AS REQUIRED. ALL MECHANICALI. ELECTRICAL ITEMS SHOU,N ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO DESCRIBE THE WORK FULLY. 6. CONTRACTOR SHALL TAKE PRECAUTION TO PREVENT DUST 4 DEBRIS FROM ENTERING ADJACENT SPACES IN BUILDING: PROVIDE ALL WORK NECESSARY Y TOREMOVEPATGH AND FINISH SN XIS TING WOW. TO ACCOMPLISH OMR'1.ISN COMPLETED SPACES AS INDICATED ON THE DRAWINGS:. 8. PATCH AND REPAIR ALL AREAS DEMOLITION WORK TO MATCH ADJACENT EXISTING CONDITIONS OR TO ACCEPT NEW CONSTRUCTION (SEE NEW PLAN). S. DASHED LINES INDICATE EXISTING CONDITIONS TO BE REMOVED UNLESS NOTED OTHERWISE (DEMO PLANS ONLY). 10, SAW CUT FLOOR, WALL, AND ROOF AREAS TO RECIEVE NEW FOOTINGS, WINDOWS, DOORS, AND OTHER ITEMS: PROVIDE A STRAIGHT EDGE TO. RECEIVE NEW UK>RK: FOR DIMENSIONS SEE NEW FLOOR PLAN: 11.OV EDUS_. NC PR IDE DUST PROOF ENCLOSURES. 12. PROTECT ADJACENT AREAS IN31DINGDAMACE. REPAIR ALL DAMAGES. 13: REPORT IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES AND CONDITIONS WHICH MAY DIFFER FROM NE DRAWINGS. 14: CONTRACTOR WILL BE RESPONSIBLE FOR ALL REMOVAL OF DEBRIS. FROM SITE. R o¢z z0 De zoos 5 Lrfj V EE a m el w O Ili ocle < z0. � pU3°` w��ZZ Qo• a�� hoz 0 • oo PERMIT JOHNNY JIMERSON 12203 47TH AVE SOUTH TUKWILA, WA 98178 REVIEVT t FOR :QDE CQM —IA CE PPE 1JANr4' 6 project: ADDITION TO HOUSE 12203 47TH AVE SOUTH TUKWILA, WA 98178 PARCEL NO.: 017900 1100 30'-0" EXIST. BR NO WORK 1648 REGISTERED ARCHITECT CLOSET • '"' D.`GINTHER STATE OF WASHINGTON -EXIST. DECK NO WORK AtteirAwArrArAtei ArAreilreAreAr Armee ":407.402744% r LAUNDRY VINYL EXIST. KITCHEN 2X WALL BELOW RELOCATED �11ALL REMOVED M MOM M+frirrArAigaria viii®.iorsas�iiiiiriisisriiiiiri (1) 15'-10" ▪ E c000.00..•O > � m u ELo " o 8 0. 1-. 0 a 0 a V) 0 U sheet title: FLOOR PLANS UPPER FLOOR PLAN sheet number: • OCAUYSPOlii, CONNECT ro EXISTING STOMPIWATEPO .YTE/'1 TYP. META- GUTTERS TO MATCH EXISTING NEW ROOF NEW 30 YR COMP ROOFING OVER IS' FELT PAPER (COLOR TO MATCI4 EXISTING) INSTALL IN. STRICT ACCORDANCE WITH MFR'5 RECOMMENDATIONS LINE OF NEW WALL ELOW 13 51.0 CONT. RIDGE PENT L LEADER BOX LW OVERFLOW EXIST. ROOF 1' - (:) " 4:12 PITCH ) t14 TCW NOUSE LINE CF WALL 'BELOW rt\ EXIST 4:12 ±PITCH EXIST *APING INDICATES NEW OvEIWRA-IING REMOVE EXISTING OvERIIANG 48 RECYD TO SUIT NEW ADDITION OvERFLOW LEADER BOX W/ 052,0F PLAN 1/4" =11-0" E PERMIT 04.05.13 phase: date: owner: JOHNNY JIMERSON 12203 47TH AVE SOUTH TUKWILA, WA 98178 project: ADDITION TO HOUSE •12203 47TH AVE SOUTH TUKWILA, WA 98178 PARCEL NO.: 017900 1100 • Ian • 0°4'44' PE`•,*,:-.;•3•FRED•. 1648 REGISTERED ARCHITECT °G4 STATE OF WASHINGTON F;;EVIta\ritan FOR CODE comp!-1ANCE APPROVED JAN 2 4 7-G18 n ofTuVilf21 fstLtlimr.", RECEIVED CITY• OF TUKWILA DEC 22 201? • PERMIT CENTER 0 sheet title: ROOF PLAN sheet number: A201 OOF NOTES: I. PROVIDE ROOF VENTILATION AT 1/130th OF AREA SERVED. 2. PROVIDE MN. 22"x30" ATTIC ACCESS TO NEW ATTIC. 3. TRUSS MFR. HALL VERIFY ROOF PITCH, OvE.RWANGS, 4 AND ANY OTHER EXISTING CCINDITIONS. 4. VERIFY D011.15IFOLIT LOCATIONS WITI-I OMER PRIOR TO INSTALLATION. 1' - (:) " 4:12 PITCH ) t14 TCW NOUSE LINE CF WALL 'BELOW rt\ EXIST 4:12 ±PITCH EXIST *APING INDICATES NEW OvEIWRA-IING REMOVE EXISTING OvERIIANG 48 RECYD TO SUIT NEW ADDITION OvERFLOW LEADER BOX W/ 052,0F PLAN 1/4" =11-0" E PERMIT 04.05.13 phase: date: owner: JOHNNY JIMERSON 12203 47TH AVE SOUTH TUKWILA, WA 98178 project: ADDITION TO HOUSE •12203 47TH AVE SOUTH TUKWILA, WA 98178 PARCEL NO.: 017900 1100 • Ian • 0°4'44' PE`•,*,:-.;•3•FRED•. 1648 REGISTERED ARCHITECT °G4 STATE OF WASHINGTON F;;EVIta\ritan FOR CODE comp!-1ANCE APPROVED JAN 2 4 7-G18 n ofTuVilf21 fstLtlimr.", RECEIVED CITY• OF TUKWILA DEC 22 201? • PERMIT CENTER 0 sheet title: ROOF PLAN sheet number: A201 2' 2"DIA GABLE VENT, TYP. IXS WOOD FASCIA, PT., TYP. TI 11 PLYWD SIDING, TYP. 6" HARDIE LAP SIDING, TYP NEW CRICKET PER ROOF PLAN NEW COMP: ROOFING NEW METAL GUTTER (NEW)exe SL (NEW)2" PERMIT 04:05.13 JOHNNY JIMERSON 12203 47TH AVE SOUTH TUKWILA, WA 98178 • EXIST: DOOR EXIST: WINDOW EXIST, WINDOW EXIST. WINDOW EXIST. DOOR project: ADDITION TO HOUSE 12203 47TH AVE SOUTH TUKWILA, WA 98178 PARCEL NO.: 017900 1100 EXISTING GRADE FLUSH CONNECT! EXIST. PECK, NO WO NEW ADDITION EXISTING HOUSE. SOUTH ELEVATION /4" = LEADER BOX PER ROOF PLAN, (2 LOCATIONS) EXIST. ROOF BEYOND EXIST. WIND. 2X8 OPENING WRAP, TYP. o, CONC. CONC. STEM WALL, MATCH EXIST. HEIGHT RECEIVED CITY OF TUKWILA DEC 22 201? PERMIT CENTER XISTING G EXISTINC3 *ADE EXISTING HOUSE REVIEWED FOR CODE COMPLIANCE APPROVED, JAN 24 2015. ELEVATIONS. sheet number: NORTH ELEVATION 1/4" = 1'-0" r T.O.P. 0. RIDGE VENT fo CK • V • m o®PL. d O 0. M EE O QG tlC O o o 0. W u d x Q a O O ; Q o W 000O.% a.no !BONUS RM PERMIT 04.05.13 owner: 6 MIL. VAPOR BARRIER EXISTING GRADE "-=R-3m INSUL. NEW ADDITION EXISTING HOUSE JOHNNY JIMERSON 12203 47TH AVE SOUTH TUKWILA, WA 98178 project: ADDITION TO HOUSE 12203 47TH AVE SOUTH TUKWILA, WA 98178 PARCEL NO.: 017900 1100 RIDGE VENT SECTION 1/4" = 1'-0" NEW PRE MANU TRUSSES PER STRUCT. WOop FRAME UooLL. SIDING PER ELEY OVER i$" PLYUoD SHEATHING OVER 2X6 FRM'G *16" O.C. PROVIDE R -2I INSUL. r T.O.P. T.O.P. T.OF. EXISTING GRADE --)i" C�UA3 W/ PVA VAPOR EsARRIER CONC. S.O.G. MST! l3R GARAGE WOOD FLR FRAMING PER STRICT. WOOD STEPS NEW ADDITION AT SITTING RM BONUS 471 SECTION 1'-O" ren rt u T.O.P.. 1..OF; T.O.P. T.OP. NEW COMP. ROOF, TIP. PRE MANU. TRUSSES PER STRUCT R 49 INSUL. Ul/ CARDBOARD BAFFEL3 * EAVES EXIST. O.N. REMOVE EXIST. WALL NEW WALL REGISTERED ARCHITECT EXIST. FND. NEW FND. EXISTING GRADE EXISTING GRADE EXISTING HOUSE I: VIW\N I: F+aR COPF,'7 COMr.I..JANCE. •'PkZCr ,;D. Ctl Of TtukViii1a PRESCRIPTIVE OPTION II 18% GLAZING TO FLOOR PENT GLAZING: : 0.34 CEILING: R -4g WALLS R-21 FLOOR: R-30 RECEIVED CITY OF TUKWILA DEC 22 201? PERMIT CENTER 0 E co U P NT U Z oN n<_ U O 0 0 0r O V442 vi < aC I— 0 W rg- I--- . 1 0 z Q sheet title: &ODES. 001?-- All 01,?--- All methods, materials and workmanship shall conform to the International Residential Code (IRC) as amended and adopted by the local building *thorny. Engineered design in, 'accordance with the International Building Code is permitted for all buildings and structures, and parts thereof, included in the scope of this code (IRC R301,1.3). All'reference to other codes and standards, (ACI, ASTM, etc.,), shall be for the latest or most current edition ovagable. Design criteria: Uniform Toads: Snow (IRC R301.2) Loads Roof Floor Ground. snow Toad 25 psf Live load . Dead load 25 psf. actual 40 psf actual Lateral loads: Wind (IRC R301.2) Seismic (IRC R301.2) Lateral earth pressure: Basement wails and other walls in which horizontal movement is restricted at the top shall be designed for at rest load of not more than 60 psf/ft. Retaining walls free to move and rotate at the top are permitted to be designed for active Toad of not more than 30 psf/ft. • • Basic wind speed: 85 mph (3 second gust) Exposure; B Importance factor: 1.0 Soil Site Class D Seismic Design category D_ Importance factor: 1.0 2x4 P.T: 9/LL, T77 &AOPER PLAlF- AV" PIA X rO ,4L9. ILL/ 9 "X3NX1/4" 11141314ER L IN.0 4 - W/"h✓',1��Y.��X "�,g4Q7..�.C,e• REVAIIR Ar le° ac tu/ AL 7EAO'Y.4 fmk 1400,03 6:13AR AT /0" Gsc (22 41 REA41? Soil data. 1500 psf assumed - Contractor to field verify condition. A geotechnical report is required for review by the Engineer, and Building Official whenever structures or portions thereof are to be located on fill. Inspection - shall be performed per the Building Official's rules. PCRETE. All concrete shall, be hard rock concrete meeting requirements of ACi-318, "Balding Code Requirements for Structural Concrete". Place concrete per Aa -318 and conform to ACI -306R-88 for winter concreting and ACI -305R-91 for hot weather concreting. Do not over -vibrate. Minimum specified cbmpresslve strength and aircontent of concrete shall be as shown below. (Ref.: IRC Table R402.2 for Moderate Weathering Potential.) • QATION DETAIL . Type or location of concrete construction Basement walls, foundations and other concrete not exposed to the weather Basement slabs and interior slobs on grade, except garage floor slabs Basement walls, foundation walls, exterior walls . and other vert. conc. work exposed Porches, carport slabs and steps exposed to the weather, and garage floor slobs Note 1: See IRC R402.2 and A 1318 Chapter 4 for minimum cement content. Reinforcing steel. Deformed bar reinforcement: ASTM A-615 Grade 60 Welded wire fabric: ASTM A-185 & ASTM A-82 fy = 65 ksi All reinforcing shall be lap -spliced o minimum lap of 40 bar diameters except as noted specifically on the structural drawings. No more than 50% of horizontal or vertical bars shall be spliced at one location. Provide elbow bars (40 diameters) to lap horizontal steel at corners and intersections in footings and walls. Concrete cover on reinforcing (unless shown otherwise). Bottom of footings 3" Formed earth face & slab -on -grade 2" Strength(psi) Air content Notes 2500 None 2500 None to the weather 3000 5--7% 3000 5-7% • LOCATION OF HDR'S WHERE REQ'D.: 0 UNDERSIDE OE TOP'P -'SEE NOTE (4) FOR HDR SZE UNLESS NOTED OTHERWISE ON FLOOR PLAN. NOTE: LOCATE HDR 0 TOP OF WAIL OR.0 TOP OF OPENING 0 CONTRACTOR'S OPTION UNLESS INDICATED OTHERWISE BY ARCHITECT OR ENGINEER. • . (2) 164 INTO EACH STUD 0 T BOTTOM. P (II) 1 Bd INTO SOLID WOOD COL: 2X6 BLKG. FULL LENGTH BEHIND STRAP. SIMPSON LIST 48 0 CHANGE IN VAIL P &EIGHT. INSTALL (3) STUD B.U. COL TYP U.N.O. W/(1) FULL 1101. STUD TO WALL P . tEE PLAN SIZE OF STUDS REQ'D -IAN Vi/16d d+-• 8" O.C. TYP. 3) 16d Framing lumber shall be DF#2 or better, except that 2x framing lumber may be HF #2 unless otherwise shown on the plans. All 2" lumber shall be kiln dried (KO). Each piece of lumber shall bear a grade stamp of a recognized lumber grading or inspection bureau or agency per the NIST American Softwood Lumber Standard PS 20-99. Provide cut or malleable Iron washers or where bolt heads, nuts, and lag screws bear on wood. Treat all wood in contact with concrete, mortar, grout, masonry, and within 8" of earth; all wood over water and all wood in contact with earth; with ohs of the following processes: Chromated Copper. Arsenate (CCA -C), DOT Sodium Borate (SBX) Alkaline Copper Quat ACQ-C and ACQ-D (Carbonate) Copper Azole (CBA -A and CA -B) Where possible, pre-cut material before treatment. All field cuts and drilled holes shall be field treated in accordance with AWPA M-4.` Accessories Bolts shall be ASTM A-307. Washers shall be malleable iron washers (M.1 W.) or heavy plate cut -washers. Nails shall hove the minimum wire dimensions shown on Detail 5 this sheet. Lag screws, shear plates -' see national design specifications Anchors and connections shall be Simpson. Teco, Lumberlok or other International. Code Council (ICC) approved products. All fasteners shall be installed per manufacturers recommendations unless otherwise shown. portions9 Ali hardware exposed to weather, in unheated of building, or in contact with treated wood as specified above shall be galvanized a3 follows: Fasteners shall be hot dipped per AST)4 A 153 or mechanically galvanized per ASTM B 695, class 55 or greater. Hardware shall be galvanized per one of the following processes: ASTM A 653 Class 185 (Simpson Max G185) or Botch/Post Hot Dipped Galvanized' per ASTM A 123• Stainless steel hardware and fasteners shall be used in connection with any preservative treatment process not specifically listed above. Minimum nailing. Minimum nailing shall be per IRC table R602.3 (1) - nailing schedule. Sheathing (plywood/osb). standards: NIST Voluntary Ali grading shall conform to the.following Y Product Standard PS 2-92. Thickness and lay-up shall shall be group'( or 1l species. Unless otherwise shown, provide the following minimum nailing: Panel edges 8d at 6" on center Intermed. Support Bd at 12" on center ielam Beams. ` erial manufacture and quality control shall be per ANSi/AITC A-190.1 "Structural Glue Laminated Timber'. Unless otherwise shown, camber all Mit s, q Y beams 1-1/2 times dead load deflection. Unless otherwise shown all beams shall be combination 24F -1.8E as listed in AWC-ASD table 3.1, and have exterior glue. Unless otherwise shown, industrial appearance is acceptable. SYMPSON'A35 0 EA. B.U. COL WHERE OPENING SIDTH EXGtEDS 8'-0' ADDITIONAL STUD 0 HDR BRG. WHERE MORE THAN (3)�B.U..STUDS (2) 164 J TOENAILS 1TP. (1) HORIZ FULL WIDTH STUDS TO MATCH WALL STUDS 0 TOP & 8011. OF OPNGS. =� NIR CONN. TO FACE OF COL. TYi-1GAl, \WINDOW C?FENINC1 / \( PER PLAN.) T) FICALIWALL STULS 4x2 FLAT E3LO K w/ (I) L$'t424 5TR AT EA H CORNER O WINIDC LI II.IIJG FRAMING DIC AT EACH BOTTOM CHORD, - DTC 0 2'-•0" OC -2x4 FLAT @ 2'-0" OC -=1111111111111110111 0111111111111111111110111C- 10-1--411 OMIT BOTT. IL 0 DOORS TYP. NOTE: NAIL WALL SHEATHING TO BLOCKS A6 FOR �I, INDOW STRAPPING. DETAIL SNEARIALL EDGE NAILING NTS e'ARALLLI_ _IU 11� 1111!1(; PARTITION .WALL SUPPORT NTS TYPICAL XT "IOR & INTERIOR BEAR G WALL FRAM NG E V TION NTS NOTE: HEADERS SHAM BE EITHER (2) 2X12 HF;p2, 4X10 DF f12, OR 6X8 DF#2 UNLESS NOTED OTHERWISE ON PLANS. be as shown. All plywood SHEARWALL NAILING SCHEDULE MARK (SHEAR CAPACITY) . , WALL TYPE PANEL EDGE NAiUNG (1), (2) INTE M DI TE NAILING (2) BOTTOM PLATEG .ANCHOR BOLTING OR NAILING (5) 1 O (200 LB/FT) 1/2' COX PLYWOOD OR OSB, ONE SIDE 8d 0 6" O.C, 8d 0 12" O,C.,' 1/2k A.B. 0 48'"0.C. OR 16d 0 7 1/2" O.C. ( OIC " 1/2 COX PLYWOOD OR OSB, ONE SIDE , " .. 'Bol ®31/2 O.C. " 8d 0 12 Q.C.. 5/8' A.B. 0 3'-4" 0,C. OR 16d 0 4" O.C. (7 03 . /FT)' 1/2' CDX PLYWOOD OR OSB, 80111 SIDES 8d ®' 4". O.C. (4) Bd 0 12" 0•C. 3/4" A.B. 0.24" OC OR 16d 0 2" OC .. 1 . Q 1/2' GM, BOTH SIDES . ' 5d COOLER NAILS: 0 7" OC. 5d COOLER NAILS 0 7" OC 1/2" A.B. 0 48" O.C. OR 16d 0 8 Q.C. *lad adhesive. All wood adhesives shall be elastomeric and shall hove a current ICC -ES approval. Apply all adhesives in accordance with the adhesive manufacturers recommendations. Pre -Engineered Trusses. CIC1I1 ul CfY¢NLF NDIE$ 1) BLOCK AU. PANEL EDGES 2) SEE NAILS - MINIMUM REQUIREMENTS 3) 2x STUDS SHALL BE HFj2 OR BETTER, KILN -DRIED 4) USE 3x STUDS AND PLATES 0 PANEL EDGES 5) ANCHOR BOLTS SHALL HAVE MINIMUM 3' BY 3' BY 1/4" THICK PLATE WASHER. - I 6 x 3 Y' P NAL5 USE0.148 0 EA SIDE TO MATCH PANEL EDGE NAILS PER SW TABLE ON SI.1 SW PANLI. FUGE NAILS PEI? IAI111 ON 51.1 SHEAR WALL EDGE NAILING SHEATHING JOINT' 2x6-0 16" OC (UNO) FLR BOUNDARY NAILING SEE SHEAR WALL SCHEDULE 2x6 . cs 16" 0' TJI BLKG ®48 WE8 STIFF & RIM JST OC BY TJI MFR 1 BY TJI LAFR SEE SHEAR WALL EDGE NAILING SC.FI t ULE PERMIT 04.05.13 JOHNNY JIMERSON 12203 47TH AVE SOUTH TUKWILA, WA 98178 project:. ADDITION TO HOUSE 12203 47TH AVE SOUTH TUKWILA, WA 98178 PARCEL NO.: 017900 1 100 1648 REGISTERED ARCHITECT I f1 • •` STATE OF WASHINGTON GINTHER SHEATHING ON OPP FACE WHERE OCCURS PER PLAN(S) NOTE: DO NOT ATTACH PERP. WALL TO SW UNTiL SW HAS BEEN SHEATHED • 0.148"0 x 342". P -NAILS TO MATCH . • SW PANEL EDGE NAILS PER TABLE ON S1.1 '. NOTE: SW EDGE NAILING FOR 80tH STUDS & P -NAILS BTWN PERP STUDS TO •MATCH TIGHTEST SW EDGE NAILINGSPEC'D IN THE S1.1 TABLE' - EDGE NAILIN ...REVIEWEI3 FOR CQF COMP'.i t�fCi • APPROVED.. VED 'JAN .2 4 %1 EXISTING, 2x6 ® 16" 0 TYP SW C� N. T.S. FLOOR N.T.S. EXISTING. 2x IS 16" OC F' AMING DETAILS Tukwila S NTS Member geometry and spacing shall be as shown on the plans. The manufacturer shall provide additional framing member as shown or as necessary to provide support for mechanical equipment, wall or other partitions, snow drift Toads, etc: Trusses with spans greater than 35' shall hove the heel plates designed considering the effect of eccentric loading. Where notedrecut blocking, bridging, bracing and/or filler pieces shall be furnished by the manufacturer. Where applicable, wind uplift bracing shall be provided by the manfacturer. Ulesnoted otherwise, the truss manufacturer shall specify and furnish connection hardware for the installation of their syetern. Shop drawings shall indicate all required permanent bracing. Supporting calculations shall indicate member stresses, species/grades ICC -ES approvals. Shop drawings and calculations shall be sealed by a professional engineer registered in the State of Washington. Metal plated trusses shall be manufactured a detailed in conformance with the following standards:" r. ANSI/TPI 1-2002 National Design Standards for Metal Plate Connected Wood Truss Construction. ANSI/'Pl 1-1995 Code of Standard Practice for the Metal Plate Connected Wood Truss Industry. ASI/TPI 2-1995 Standard for Testing Metal Plate Connected Wood Trusses. i en aetheri t the otenponents shall be accompanied by the fabricators certificate of conformance to the above referenced following user advisory notices (or notices equivalent) to: BCSI-B1 Summary Sheet Guide for Handling, Installation and Bracing of Metal Plate Connected Wood Trusses. BSCI-B2 Summary Sheet Truss Installation and Temporary Bracing. STIFFENER AN SLK PNL BY TJI MANUFACTURER and applicable (2) lbd' TJI MAIN ROOF MEMBER 0.148" P -NAILS @ 6" O.C. P -NAILS @ 6 O.C.; 0.148" P -NAILS @ 6" 0.C.. VALLEY TRUSS AREA INDICATED BY SHADING (STICK FRAME OPTION' OK . @ DIRECTION OF TRUSS MFR.) PRE-MANUF: TRUSS 1/2" NOM RATED SHEATHING "SIMP.SON" 111 ®.EACH TRUSS (2) 16d TOENAILS RECEIVED CITY OF TUKWILA DEC 222011 PERMIT CENTER SEE SHEARWALL ' r6GHEDULE 2X8 NAILER• • . SHEATHING BELOW OVERFRAMING CONTINUOUS" TO SUPPORTING .WALLS GIRDER TRUSS FOR SHEAR TRANSFE •.BEVELED 2X VENTED BLOCKING•' SEE SHEARWALL SCHEDULE FOR NAILING PATTERNS 2x ©.16 O.c. • ALIGN STUDS W/ TRUSS OR USE 2X6 BLOCKING sheet title: STRUCTURAL sheet number; / 1 FLOOR FRAMING DETAILS TYP OVE"FRAMI G N.T.S. G3 1 115O ode o. §(-5 Lug34 w or a. Lei O Q=; »tg• � w O ae4ce Wm• I zZ w ENug 113 • aod 2o 4---161:X23" rra __- B" STEM WALL 4" BLAB ON GRAPE OVER 6 MIL VAPOR f3ARR/ER OVEN 2" GRAVEL ,RASE OVER GOr'i'PAG rEU 6O/L CONST. JOINT PERMIT 2X10 RIM JST. NAILED TO EXIST, RIM JOIST W/. 16d NAILS 0 3" OC, STAGGAREP L r 1 I6"X8" FND. VENT SPACING AS SI -101.1N (5) LOCATIONS - 6 MILL VAPOR BARRIER NEW ACCESS TO MATCH EXIST 24" WIDE MIN. r.3 2X10 RIM JST. NAILED TO EXIST. RIM JOIST W/ 16d NAILS 0 3" OC, STAGGARED •N PT 2X4 CRIPPLE WALL UJ/ 1/2" PT 05E3 SHEATHING, W/ 5/8" PIA AB: 3/4" RATED SHEATHING NAILED W/ Imd NAILS AT :' OC AT EDGES AND 12" OC AT OTHER BEARING. INSTALL PERP:. TO FRAMING ANP STAGGAR JOINTS; GLUE TO JOISTS, TYPICAL JOHNNY JIMERSON 1220347TH AVE SOUTH TUKWILA, WA 98178 3/4" RATED SIEATI-TING NAILEG W/ 121c1 NAILS AT 6" OC AT EDGES AND 12" OC AT OTHER BEAIRING. INSTALL PERP. TO FRAMING AND STAGGAR JOINTS GLUE TO JOISTS, TYPICAL project.: ADDITION TO HOUSE 12203 47TH AVE SOUTH TUKWILA, WA 98178 PARCEL NO. 017900 1100 LTPT 2X4 CRIPPLE WALL W/ 1/2" PT 055 SHEATHING,W/ 5/8" DIA A,B. T 1 30'-O" FOUNDATION PLAN 1/4" - 1'-0" u w co NEW C,AI3LE END 1 ST FLOOR FRAMING PLAN. 1/4" =11-0" 1/4" = 1' - <>> 6X8 DF 02 HDR, TYP I • of g u: I c' X LINE OF ROOF ON BELOW (MAIN LEVEL) EXIST. GABLE END LINE OF EXIST. WALL BELOW (MAIN LEVEL ) NEW GABLE ENP ROOF FRAMING PLAN 1/4' - 1'0 EXIS1. GABLE END 2X4 TOP PLATE E-_- HEADER, NAIL SHEATHING TO HDR. AT 3" OC EA: WAY LINE OF CRICKET BELOW, 2X4 FRM'G f024" O.C. W/ )a' PLYWD, ,k",I'-®" PITCH JOIST (RECTION a i NAIL SHEATHING TO ALL PLATES, STUDS AND HORS W/ Sd • 3" 06. APA RATED SHTHG. 1/*" MIN: (2) SIPES OF WALL I a: ?7 t). F"t c //. gip S ii' Z��'. 4L� ,rii{l'IL�fv REGISTERED ARCHITECT E (2) 2X4 BLK'G AT ANY SHTHG. JOINTS (2) 2X STUDS. NAIL SHTHG. TO EA. STUD (2) 2X PL.,- NAIL SHTHG TO EACH 1 t. 't H u SIMPsoN NPAD22 STRAPS MONOLITHIC FTG. g/g" DIA. AB. - 1" MIN: EMBED W/ 3"X3"XI/4" PL WASHER D.. Cr. STATE OF WASHINGTON NOTE: PRIOR TO ANY FLOOR FRAMING WORK, CONTRACTOR SHALL VERIFY' ALL DIMENSIONS, LUMBER SIZES, ETC. TO ENI51.11aE THE NEW FLOOR IS FLUSH TO THE EXISTING FLOOR. LATERAL RESTRAINT PANELliziEL ® _ SIMPSON 5THD14 0 :5NEAR WALL CALLOUT P.EPE1' 7c SHEAR WALL NAILING SCI-1ED, SHEET 61.0. SIMPSON 511-014RJ A = SIMPSON MST31 RECEIVED CITY OF TUKWILA DEC 22 2011 PERMIT CENTER 0 0 U U 0 sheet title: STRUCTURAL. sheet number: