Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit PG18-0070 - STERLING SOUTHCENTER - LEVELS - APARTMENTS - WASTE, VENT AND WATER PIPING. COMMON AREAS - WASTE, VENT AND WATER PIPING. THIS
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. PG 18-0070 STERLING SOUTHCENTER - LEVELS 411 BAKER BLVD THE ABOVE MENTIONED Page # DIGITAL Code RECORDS PERMIT FILE INCLUDES Exemptio (DR) EXEMPTION LOG THE FOLLOWING REDACTED INFORMATION defExplanatory Description S a u el ule DR1 Personal Information — Social Security Numbers Generally — 5 U.S.C. sec. 552(a); RCW 42.56.070(1) The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security numbers are redacted to protect those individuals' privacy pursuant to 5 U.S.C. sec. 552(a), and are also exempt from disclosure under section 42.56.070(1) of the Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. 5 U.S.C. sec. 552(a); RCW 42.56.070(1) 103 DR2 Personal Information — Financial Information — RCW 42.56.230(4 5) Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit expiration dates, or bank or other financial account numbers, which are exempt from disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. RCW 42.56.230(5) DR3 Personal Information — Driver's License. — RCW 42.56.230 (7a & c) Redactions contain information used to prove identity, age, residential address, social security number or other personal information required to apply for a driver's license or identicard. RCW 42.56.230 (7a & c) DR4 Attorney -Client Privilege — RCW 5.60.060(2)(a); RCW 42.56.070(1) Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from disclosure pursuant to RCW 5.60.060(2)(a), which protects attorney-client privileged communications, and RCW 42.56.070(1), which protects, under the PRA, information exempt or prohibited from disclosure under another statute. RCW 5.60.060(2)(a); RCW 42.56.070(1) STERLING SOUTHCENTER LEVELS 2-7 411 BAKER BLVD BLDG PGI 8-0070 Parcel No: Address: Project Name: City of Tukwila a of Department -°---.---'^Development 6300 Southcenter BoulevardSuite #100 Tukwila, Washington 98188 Phone: 206'431'3670 Inspection Request Line: 206-438-9350 Web site: htto://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT 0223100080 Permit Number: 407 BAKER BLVD UnitBLDG STERLING SOUTHCENTER - LEVELS 2-7 Issue Dat : Permit Expires On: PG 18-0070 7/19/2018 1/15/2019 Owner: Name: Address: Contact Person: Name: Address: BAKER BOULEVARD ASSOCIATES 21OOMAIN ST#1S0,HVNTINGTON BEACH, WA, 92048 TERRIS PATTERSON 14900 INTERURBAN AVE 5 - SUITE 283 , TUKWILA, WA, 98188 Phone: (206) 588-5158 Contractor: Name: OCEAN PARK MECHANICAL INC Phone: Address: 14900 INTERURBAN AVE #283, TUKWILA, WA, 98168-4654 License No: OCEANPwYO24,N1 Expiration Date: 7/11/2020 Lender: Name: Address: ''' DESCRIPTION OF WORK: APARTMENTS WASTE, VENT AND WATER PIPING. COMMON AREAS - WASTEVENT AND WATER PIPING. THIS PERMIT APPLICATION IS FOR THE ENTIRE PROJECT. WE'RE ALSO FILING A SEPARATE APPLICATION FOR UNDERGEROUND AND PODIUM ONLY (P1 AND L1). UNDEGROUND ONLY PERMIT IS PIPING ONLY ALTHOUGH THE CONTRACT VALUE OVERL;APP3. Valuation of Work: $3,000,000.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $25,931.01 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 FueI Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities ElectricaCode: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Permit Center Authorized Signature: Date: 749-1 e I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: • -t-X/1-1J ?*r76.J Date: 71/V G / This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PUBLIC WORKS PERMIT CONDITIONS*** 2: IN -PREMISE ISOLATION BACKFLOW INSTALLATIONS REQUIRE A PUBLIC WORKS BACKFLOW INSPECTION; PLEASE CALL (206) 433-0179 TO SCHEDULE. BACKFLOWS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND TESTED BY A CERTIFIED TESTER; PASSING BACKFLOWS TEST REPORTS SHALL BE SUBMITTED TO THE PUBLIC WORKS INSPECTOR. Thereafter BACKFLOWS SHALL BE TESTED ANNUALLY AT THE OWNERS EXPENSE AND TEST REPORTS SUBMITTED TO TUKWILA WATER DEPARTMENT, 600 MINKLER BLVD, TUKWILA, WA 98188, PHONE 9206)433-1860, FAX (206) 575-3404. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH -IN PLUMBING 9001 UNDERGROUND CITY OF TUKWI Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit Nn. pcig, 06 ` 6 Project No. Date Application Accepted: Date Application Expires: (For office use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** King Co Assessor's Tax No.: 022310-0080 Site Address: 415 Baker Boulevard, Tukwila, WA 98188 Suite Number: Floor: Tenant Name: Sterling Southcenter PROPERTY OWNER Name: Terris Patterson Name: Baker Boulevard Associates, LLC City: Seattle State: WA Zip: 98168 Address: 7918 Green Lake Drive North Email: Terris@OceanPM.com City: Seattle State: WA Zip: 98103 CONTACT PERSON -person receiving all project communication Name: Terris Patterson Address: 14900 Interurban Avenue, Suite 283 City: Seattle State: WA Zip: 98168 Phone: (206) 588-5158 Fax: Email: Terris@OceanPM.com New Tenant: 0 Yes ❑..No PLUMBING CONTRACTOR INFORMATION Company Name: Ocean Park Mechanical Address: 14900 Interurban Avenue, Suite 283 City: Seattle State: WA Zip: 98168 Phone: (206) 674-4553 Fax: (206) 674-4564 Contr Reg No.: OCEANPM024M1 Exp Date: 07/11/2018 Tukwila Business License No.: BUS -0101045 Valuation of Project (contractor's bid price): $ 3,000,000 Scope of Work (please provide detailed information): Apartments - waste, vent, water piping. Common areas - waste, vent, water piping. *** This permit application is for the entire project. We're also filing a separate application for underground and podium only (P1 and L1). Undergound-only permit is piping only although the contract value overlaps. Building Use (per Int'l Building Code): Mixed Use Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Mixed Use H:\Applications\Forms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/or gpiping outlets being installed and the quantity ow: Fixture Type Qty Bathtub or combination I bath/shower ff Dishwasher, domestic with 166 independent drain 1.4 Shower, single head trap 11 a `(0 Sinks 168 Rain water system — per drain (inside building) 0 other than atmospheric- type vacuum breakers 2 inch (51 mm) diameter or smaller P Grease interceptor for commercial kitchen (>750 gallon capacity) • Each additional medical gas inlets/outlets greater than 5 0 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) 5 Fixture Type Qty Bidet 0 Drinking fountain or water cooler (per head) 1 Lavatory 216 Urinal 1.4 Water heater and/or vent 2 Repair or alteration of water piping and/or water treatment equipment 0 Backflow protective device 0 other than atmospheric- type vacuum breakers 2 inch (51 mm) diameter or smaller 1 1 Atmospheric -type vacuum breakers not included in 10 lawn sprinkler backflow protections over 5 Z Fixture Type Qty Clothes washer, domestic 166 Food -waste grinder, commercial 166 Wash fountain 0 Water closet 215 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors 0 Repair or alteration of drainage or vent piping 0 Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter 0 Gas piping outlets 11 Fixture Type Qty Dental unit, cuspidor 0 Floor drain 41 Receptor, indirect waste ie f. Building sewer and each 45 trailer park sewer ID Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity * Medical gas piping system serving 1-5 inlets/outlets for a specific gas 0 Each lawn sprinkler system on any one meter including backflow protection devices 4 l PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR A ZED AGENT: Signature: Print Name: Terris Patterson Date: 05/03/2018 Day Telephone: (206) 588-5158 Mailing Address: 14900 Interurban Avenue, Suite 283 Seattle WA 98168 City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila Receipt Number R14991 DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY PAID $20,944.28 PG18-0070 Address: 407 BAKER BLVD UnitBLDG Apn: 0223100080 $20,944.28 Credit Card Fee $610.03 Credit Card Fee R000.369.908.00.00 0.00 $610.03 GAS $185.13 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $151.98 PLUMBING $19,180.82 PERMIT FEE R000.322.100.00.00 0.00 $19,180.82 TECHNOLOGY FEE $968.30 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14991 R000.322.900.04.00 0.00 $968.30 $20,944.28 Date Paid: Thursday, July 19, 2018 Paid By: TERRIS PATTERSON Pay Method: CREDIT CARD 08526D Printed: Thursday, July 19, 2018 2:51 PM 1 of 1 SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 07/19/2018 02:50:37 PM CREDIT CARD SALE VISA CARD NUMBER: **********1627 K TRAN AMOUNT: $20,944.28 APPROVAL CD: 08526D RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Page 2 of 2 https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTra... 7/19/2018 Cash Register Receipt City of Tukwila Receipt Number R14439 DESCRIPTIONS Pe mitTRAK ACCOUNT QUANTITY PAID ;4,986.73 PG 8-0070 Address: 415 BAKER BLVD BLDG Apn: 0223100080 $4,986.73 Credit Card Fee $145.24 Credit Card Fee I R000.369.908.00.00 I 0.00 I $145.24 GAS $46.28 PLAN CHECK FEE R000.322.103.00.00 0.00 $46.28 PLUMBING $4,795.21 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R14439 R000.322.103.00.00 0.00 $4,795.21 $4,986.73 Date Paid: Monday, May 07, 2018 Paid By: TERRIS PATTERSON Pay Method: CREDIT CARD 08977D Printed: Monday, May 07, 2018 3:17 PM 1 of 1 SYSTEMS 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 %g-oa x S']'erl1 rtJc /sDuTf1CP.er{ TyMiswKOln Ad�lrs.BdI'` » 3Lv d/ n Date Caled: a Special Instructions: Date Wanted: ^/� AR -S-2-"` / a.m. p.m. Requester: Phone No: MApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: P1U /Pm' Aftled--- x- 4ff roved 9ceerriv, coodinvolis 111.51/kaZINS I Aifie Inspector: r c Date: q' 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 Prke : 1 I 3 e...v.-•141.1 Sou4-6dielfr Typpof Inspefti2n: b) rttJai_ Address: 1/-03E4keR 4.>11. Date Called: Special Instructions: LeveLS 2.- 7Requester:di/I a.m. Date Wanted: p.m. 1 -20 17 if i /114C. Phone No: 26 -9Lii-85% (in Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6 el Inspector -KW Da 24 2z,15 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 Kit -0:70 5I1Prolez. Y�/ .��JN•7f'7�JG'11cI- TYPe of Inspection: eCCalled: ___ Address: UWW7 On /3,4ktt► l3/..vet Date (J Special Instructions: 9T6- Aii#Xtri-, Date Wanted: lei(i f/Z4 t .. :�V [� a.m. p.m. Requester: Phone No: Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: 4/ KLcvvilain,(3- F_ ,vim_ ___ Mtvi tie * u Itis qb/-- `13.Y / AL Lt n t'(-5 tkvt, r 'fr ,Q fz04.24,eies. g)14 -m upI t zit/ c 291f a'rr .0 iti-a.. , J S aye G,dd reS54 Inspectdr /) aL Date: IO11 Z.012 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 PW -0070 Prod ct: IlseTyp aitezert f nspec oa: ANA L Address: Ya7 o kst 3L J Date Called: Q SpeciaI nstructions: ...... f Date Wanted: a.m. i©— 7"Ze713 P.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: At/ 4-eCe/43 661,'is sila::gsg9;;:ves- 50 /- s31 xc..efferc. )4-6 /5 141 41/ 521-4 iel ;0( Inspector. (Date: 0797z0), REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro.iyt: 5Tertil/Citilleell-te%c Tym iif Inspecpon: t'LLi4-4otr8 F; isvet Address: tia goiter- 34-vd,- Date Called: Specia In uctions: Fl_er 6e/3'zi i DateRequeWsatenrt:ed:12 - a.m. Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1-114 vv‘ir)i tin;ds 601 6311 QX c4- o:f (00z/ arr 140 gd r -Z -W ys I YN. (4YL Inspector: _c_cip Date: 6 7/2„c LREINSPECTION FEE REQUIRED. Prior to next inspection. fee must be "--1 paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PC913-0070 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 PrceleAr 1.... 1"6/C144".A Typttl ns pern: 1 ihniti,_ Ad ess: 0 7 kef- Ri_a Date Called: Spe.cial Instructions: 2 -7 Date Wanted: 9 - 2 3 a.m. - Requester: Phone No: Approved per applicable codes. COMMENTS: Corrections required prior to approval. F 7).1 eAL??4?-14-) 77-1 FLc (,ia ikfr4014b4- 01/) 7244 ro) -it,“"zt_sr-ta eitd o-letts p Inspector Date: 23 2.4/ REINSPECTION FEE REQUIRED. Prior to next inspe ion. 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 PC918-00 7 Pro'ect:$ er- 1 �"r '4 A T -.e of Inspection: e o �1�.' .' L ri • ..1 A- t07 B c- l3I- � pate Cal ; . Special Instructions: Date Wanted:?.. 9~L3 ��� p.m. Requester: Phone No: ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: CoiL Date: ?-24-5 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 P&18 -0D70 Piviect: erL4 Pi.SOVACZAter 5 t • TIgae of Inspecdon: 'PLAA111/46VZS ri htii-& Address: p7 BAK Ek_TN.Va Date Called: 701_13L/ n ctions: FICOV— (VAS 014117 10 i — 734 Date Wanted 0 a.m. p.m. Requester: f tivftis 7/q cii 7.21i. Phone No: &Approved per applicable codes. OCorrections required prior to approval. COMMENTS: .PLUfrioN,61415 FJ--. Pi4-9) * /.1Spr,e1icel UrMS 0 Ntly, 701_13L/ II fLoz A j j4lel-OKS" /115.74t,ile,n COL A I\S- icrrt & 1 0 4-1M- Uvi:i-c ri- f tivftis 7/q cii 7.21i. , Inspector: Date:0/0o, 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 PGgerdb7D PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' t: S�terL,% /, o04 rcr Ty of Inspection: L14WLf, 1+ 1-1,.),L Address:Date I3 d7 ,ka- 31 -ii a Called: Spercial instructions: --�I9- Le'JeLS 2- Date Wanted: 1 l �j Z� a.m. p.m. Requester . PhoneN Z©(,) 99/ R576. EJApproved per applicable codes. Irrections required prior to approval. COMMENTS: Date: 9 9 i, n 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 NSP CTION 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 Proj ct: L•Kf Tj°f Inspection: Address: t1r yo ►' B,SMccR. Blvp Date Called: Speci Instructions: _ 7v 72020 (724 d47lpar bate Wanted: Q f �7 �!} a.m. P.m. Requester: Phone No: proved per applicable codes. Corrections required prior to approval. COMMENTS: FLe.x. PAyz-ri **DI' Ottly , x. �E ,n +-ES "101-713 7/S-- 7,234g I, f�t1,4 t1,v'# (71'i' 72 �,u.'t- �1� ('ot-r ctS (.4 t'3 Inspector• 4 V crieL Date: 7-zorg 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 7--/e IWO 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: ...SPrzwim-ew7fe-Ar-1/1 Type of inspte4riiis: ,/y A. / G— Address: tn-7 ,11C fiZ-VD, Date Called: Special Instructions: Date Wanted: a.m. P.m. Requester: /e/ eibIRD R0 - Phone No: ZOIP—elYk-6 5140 EJApproved per applicable codes. Corrections required prior to approval. COMMENTS: /24 01413/4 Fi NAL. /P37- F4D/ Inspector: Date: 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 mcg cow Project: Type of Ins ection: Address: Date Calle : Special Instructions: Litt/Ca.-5 2-1 Date Wanted: ^ 21g' 13 m. Requester: PiC4 446 Phone No: Z, 9A// 4 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: R -T l_u.vvt JPIIITZ CJS Leies ons / 2' 141Ce k") ,S tlarD e,Yc Inspector: J� C61_ Date Z // REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspect on: - Address: 10-1 Mitten- , Date Called: Special Instructions: I.....L.JaL5 2-1 biietiiWanted: a.m. Requester: / VAC -644A Phone No: 2O ci-ti 65-9.Z. proved per applicable codes. Corrections required prior to approval. 0 E S:, )0' all\ Octi+e-e- /1/te__5 ns c : z zc/cr 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 43616, 401=7O INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: .4-60-(f Type of In ction: T- / ✓aii,4,-4' Address: 401 1' 1,..4_ Date Called: S . ecial Ins ucci . • 14 Date Wanted: a.m. p.m. Requester: P����+4 fes) � 1.0.-- q5 -,c Phone No• , /' 2.etLiir eat & Approved per applicableodes. COMMENTS: Coni PA4 Corrections required prior to approval. cr' F-LOrj !S C.0V Det/ bkCo(� imlcu as /� Yesi- /3 , 3-1nspectoj.� wr ) _ /% caw Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of spection: :T7 Pt. ifrkie1•.,4 Address: 4- �ALSpecial Date Iled: I structions: LeVe--LS 1- ti Date Wanted: a. . 4-1-19 P• • t: Requeser kOfida.a.-0 Phone No: 20(0 941 esit, Approved per applicable codes. Corrections required prior to approval. COMMENTS:' Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be g paid at 6300 outhcent r34/d., Suite 100. Call to schedule reinspection. a)6 II i INSPECTION NO. INSPECTION RECORD 1-.), 10, Retain a copy with permit 1-60 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project,: Ty of Inspepon: 1.2airoi. jet) Ai4,1§ss: Uxed, :36/C, Date Called: ---- Speciat I tructions: Date Wanted: a.m. p.m Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: - PZ LA" gb T -A) Pdp-Ar .0 Tet 6:74 t-ezor6JA-e.,-- G‘AeS () I LI.,4-esy 6s,ele__ ,09-1_ 2t /A C (O/—b!Q I ass ' , Ole CAJ les f- r-vo Lef-eZ /--- Inspectorr? 0 Date: frni 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 ftm-.022 Project: Type f Inspection: f • dress: �fl07 ljq./camr rLvI Date Called: Special Instructions: Date Wanted3 -` ` c ' 2-9! � � a.m. p.m. Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: IL cum ryri.ek_(1.6•LA 1)V—ox ►e' I 4- 63 - ( /fir EtJe., ESA , r 0, ,s/s- <r % Inspector: Date: 3_ 2, 2017 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. (23 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 p6e-0070 Project:5*Le.,A ;4(4 f I ix cli: j pi j Address: yo 7 514k...c.v.. .&-rClec7.1 Special Instructions: /11 Cr 7-"0 /Oaf esiJ , Date Wanted: 3 - a.m. Requester: Phone No: -----.... ed prior to .val. R g- 7 7Zd Ale)o&Jft— ( Inspector: Date:; _2617 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Ens/ne0n� WaShingkm California'0; Oregon Texas 06/27/2018 Alaska Colorado 37. Attiance Pacific Northwest Builders Montana Attn: James Endcott Sterling @ Southcenter Re: Structural Plumbing Review (foundation) — Sterung Southcenter Dear: James This letter is prepared to address the plumbing penetration requirements Baker Boulevar.Tukwi|aVVaahington.P|umbingponoUnUonuohaUoonfo structural design documents. Where penetrations exceed what is allowed penetrations shall be reviewed and approved on a case by case basis by the Engineer o DCI Engineers has reviewed the foundation plumbing penetrations provided noted in the plumbing design documents. All penetrations were found acceptable with the current structural design. Sincerely' DCI Engineers Anthony Sorentino, PE Project Manager REVIEWED CODE COMPLIANCE APPROVED FOR JUL �M�� �w,_v° �w,w City of Tukwila BUILDING DIVISION �' ^ � �� ������ � ��� `�rt 44, • 707VV2nd Avenue , WA 99201 Phone (509) 455-4448 1 City of Tukwila: Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431-3670 FILE Dear Alien Johannssen, re: •PG18-0069: Building review comments dated 5/10/2018: 1. Included in the plans are matrices delineating eac square feet it serves as well as the number of dra 2. Also included is the sizing for the commercial 10 kitchen contractor. 3. Details 3 and- 5 on, sheet 54.01 (below) address the structural integrity of columns ough which plumbing pipe stacks pass. Attached is a letter from the Structural Engineer stating that the plumbing penetrations have been reviewed and he takes no exception with stack placement. Extra rebar will be added as required when structural walks the decks prior to pouring concrete. ipC 'LEC ri:;\)1 i REID MIDDLETON, INC. June 25, 2018 many r serves. d by the 54.01, Detail 03: Fj1,1FC .c' ckT _...��e. .'..74E-::.-.... C C1. PLANS - SLEEVES THRU CONCRETE SLAB C REVIEWED FOR CODE COMPLIANCE APPROVED JUL 092018 City of Tukwila BUILDING DIVISION S4.01, Detail 05: NOTES: I. E:yI:._EEvE:..Of.;.TEL II _0E1E SSR1 Et. iLEEvev.'s1i3 <Kl .WJ.1.EC'12C1E 2 O tE..LEE,E 'OT, 3T sE/E�:.OT MEEP.:.i TFE 3604E ^RITERIS 414#2_ 6E : J6R"TED TO "44crJR3L E`H3l14 3OR REO'• -!4C EO3.gWiJe3L i�7RnIL C'OHR VRdTICyI"!.�:'eOV.4= RE`:It 41IXERE;LEE\E:.Ci':C^MEET.160614 ITERIG PLAN - SLEEVES THRU CONCRETE. SLAB -AT COLUFAN_ =PINE 1-7 NI' 0070 .` ~ ^ Plumbing pipes will be wrapped during construction for protection and will be protected by wrapped sheetmetal afterwards as shown below. Building review comments dated 6/1S/IO1Q: 1. Buildrng Codes have been updated on page P0 to 2015 UPC and 2015 WSEC. 2. Plans are stamped and dated by our engineer, as requested. 3. Floor sinks and floor dra:ins have trap primer 14-vssdrawn onthem. Notes 3and 4on9lJJ ndicate the make, mnod«inom/ber, and sizing as discussed. Plans have been updated to include the comments from May 10th, 2018 as discussed. Please don't hesitate to call 206-588-5158 with questions or for additional clarification. 'a^ ~ Terris Patterson Project Manager Ocean Park Mechanical DCI FILE Ef1GIf1EERS E Seattle • Portland Spokane San Diego .52 Austin ID Irvine € Eugene ISan Francisco Anchorage STRUCTURAL CALCULATIONS STERLING SOUTHCENTER FOUNDATION PLUMBING PERMIT Prepared for: Urbal Architecture 1938 Fairview Avenue East, Suite 100 Seattle, WA 98102 July 6, 2018 DCI Job Number 17041-0175.00 P61 BOO7O REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 9 2018 City of Tukwila BUILDING DIVISION 601 W. Riverside, Suite 600 Spokane, Washington, 99201 Phone (509) 455-4448 Service Innovation Value IM▪ MI PLEASE NOTE THE FOUNDATION HAS BEEN CHECKED WITH THE NOTED PLUMBING PENETRATIONS AS WELL AS AN ADDITIONAL PENETRATION AT EACH COLUMN. THERE IS NO CHANGES RESULTING FROM THE PENETRATIONS. PLUMBING PENETRATIONS ARE ACCEPTABLE AS SHOWN ON THE PLUMBING PLANS. PLEASE NOTE THAT THE ORIGINAL ELEVATED SLAB DESIGNS HAD PENETRATIONS WITHIN THE DESIGN TO ACCOMODATE FUTURE PLUMBING. THE PLANS ALSO PROVIDE STRICT GUIDELINES FOR INCLUDING PENETRATIONS IN PT SLABS. Penetration design philosophy. Small penetrations such as plumbing penetrations can cause issues with punching shear calculations at column as they take area from the area of concrete that can be used to resist the punching shear. At all interior columns punching shear calculated as a circle around the column. When a penetration is added it acts like removing a piece of pie from that circle. It does not matter what side that piece is taken from the remaining pie is still the same size. Therefore we add a max size opening to every column thus eliminating that piece of pie from the punching shear calculation. Note that at the foundation we did not add stud rails but instead increased the depth of the surrounding concrete to add depth to our punching shear. Therefore we are relying on the concrete only to resist the punching shear and additional reinforcing is not required. Sterling South - MAT Foundation typica edge RFI 39.cpt 6/27/2018 RAM Come © 2017 Bentley Systims, Inc. RAM Concept"is a trademark of Bentley Systems 6.4 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Table of Contents Units 3 Signs 4 Materials 5 Loadings 7 Load Combinations 8 Design Rules 21 Detailing Rules 22 Load History 23 Mesh Input: Standard Plan 24 Other Dead Loading: Line Loads Plan 25 Live (Reducible) Loading: All Loads Plan 26 Ultimate Seismic East Loading: All Loads Plan 27 Ultimate Seismic North Loading: All Loads Plan 28 Ultimate Wind East Loading: All Loads Plan 29 Ultimate Wind North Loading: All Loads Plan 30 Service LC: D + L: Std Deflection Plan 31 Service LC: D + L: Max Soil Bearing Pressure Plan 32 Sustained Service LC: Std Deflection Plan 33 Factored LC: 1.2D + flL + 1.6S: Max Mx Plan 34 Factored LC: 1.2D + flL + 1.65: Max My Plan 35 Factored LC: 1.2D + flL + 1.65: Max Vx Plan 36 Factored LC: 1.2D + flL + 1.65: Max Vy Plan 37 Factored Wind LC: 1.2D + flL + 0.55 + 1.0W: Max Mx Plan 38 Factored Wind LC: 1.2D + flL + 0.55 + 1.0W: Max My Plan 39 Factored Wind LC: 1.2D + flL + 0.5S - 1.0W: Max Mx Plan 40 Factored Wind LC: 1.2D + flL + 0.55 - 1.0W: Max My Plan 41 Factored Seismic LC: 1.2D + flL + f2S + E: Max Mx Plan 42 Factored Seismic LC: 1.2D + flL + f2S + E: Max My Plan 43 Factored Seismic LC: 1.2D + f1L + f2S - E: Max Mx Plan 44 Factored Seismic LC: 1.2D + flL + f2S - E: Max My Plan 45 Design Strip: Punching Checks Plan 46 Soil Bearing Design: Max Soil Bearing Pressure Plan 47 Design Status: Status Plan 48 Design Status: Punching Shear Status Plan 49 Table of Contents - 2 Units Geometry Unit Plan Dimensions: feet Angles: degrees Loading and Reaction Unit Point Force: IGps - Report As Zero: 0 Kips Point Moment: kip -ft - Report As Zero: 0 kip -ft Spring and Stiffness Unit Point Force Spring: kips/in Point Moment Spring: k -ft/° Slab Analysis Unit Force: Kips - Report As Zero: 0 Kips Force Per Width: kips/ft - Report As Zero: 0 kips/ft Materials Unit Concrete Volume: yd3 Reinforcement Weight: tons PT Weight: pounds Miscellaneous Unit Floor Area: ft2 Tendon Angles (for friction): radians Slab Thickness: inches Elevations: inches Line Force: kips/ft - Report As Zero: 0 kips/ft Line Moment: IGps - Report As Zero: 0 Kips Line Force Spring: ksi Line Moment Spring: k/° Moment: kip -ft - Report As Zero: 0 kip -ft Moment Per Width: Kos - Report As Zero: 0 'Cps Reinforcing Area: in2 Tendon Profile: inches Cover: inches Density: pcf Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Support Dimensions: inches Support Height: feet Area Force: psf - Report As Zero: 0 psf Area Moment: #/foot - Report As Zero: 0 #/foot Area Force Spring: pd Area Moment Spring: k/ft° Concrete Stress: psi - Report As Zero: 0 psi Deflection: inches - Report As Zero: 0 inches PT Force: IGps Reinforcing Stress: ksi Elongations: inches Units - 3 Signs /~ r Positive Loads i Positive Analysis fi 74 1 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 1-1 pe,/ 0),,‘ !.; Positive Reactions Z /'y,x tflq/ Signs - 4 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Materials Concrete Mix Mix Density Density For Pci Pc fcui fcu Poisons user Eci User Ec Name (pcf) Loads (Pd) (Psi) (Psi) (Psi) (Psi) Ratio Ec Calc (psi) (Psl) 3000 psi 150 150 3000 3000 3725 3725 0.2 Code 2500000 3000000 4000 psi 150 150 3000 4000 3725 4975 0.2 Code 2500000 3000000 5000 psi 150 150 3000 5000 3725 6399 0.2 Code 2500000 3000000 6000 psi 150 150 3000 6000 3725 7450 0.2 Code 2500000 3000000 PT Systems System Aps Eps fse fpy fpu Duct Width Strands Min Radius Name Type (int) (ksi) (ksi) (ksi) (ksi) (inches) Per Duct (feet) /f Unbonded unbonded 0.153 28000 175 243 270 0.5 1 6 Ih" Bonded bonded 0.153 28000 160 243 270 3 4 6 0.6" Unbonded unbonded 0.217 28000 175 243 270 0.6 1 8 0.6" Bonded bonded 0.217 28000 160 243 270 4 4 8 PT Stressing Parameters System Jacking Stress Seating Loss Anchor Wobble Friction Angular Friction Long -Term Lows Name (ksi) (inches) Friction (1/feet) (1/radiants) 1/2" Unbonded 216 0.25 0 0.0014 0.07 22 1h" Bonded 216 0.25 0.02 0.001 0.2 22 0.6" Unbonded 216 0.25 0 0.0014 0.07 22 0.6" Bonded 216 0.25 0.02 0.001 0.2 22 Reinforcing Bars Liar As Es Fy Straight 90 Nook 180 Hook Name (int) (ksi) (ksi) Coating Ld/Db Ld/Db Ld/Db #3 0.11 29000 60 None Code Code Code #4 0.2 29000 60 None Code Code Code #5 0.31 29000 60 None Code Code Code #6 0.44 29000 60 None Code Code Code #7 0.6 29000 60 None Code Code Code #8 0.79 29000 60 None Code Code Code #9 1 29000 60 None Code Code Code #10 1.27 29000 60 None Code Code Code #11 1.56 29000 60 None Code Code Code Materials - 5 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Materials (2) SSR Systems StudArea Head Area Min Clear Head Specified Stud Fy Stud Spacing Rounding Min Studs System 55R System Name (i,72) (/n2) Spacing (inches) Spacing (inches) (ksi) Increment (inches) Per Rail Type 3/8" SSR 0.11 1.11 0.5 None 50 0.25 2 Rail 1/2" SSR 0.196 1.96 0.5 None 50 0.25 2 Rail 5/8" SSR 0.307 3.07 0.5 None 50 0.25 2 Rail 3/4" SSR 0.442 4.42 0.5 None 50 0.25 2 Rail Ancon Shearfix Auto-SizE217 1.096 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 10 mr6.1217 1.096 0.5906None 72.52 0.03937 2 Rail Ancon Shearfix 12 mnI.1753 1.578 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 14 mn1).2386 2.147 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 16 mn1.3116 2.805 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 20 mr6.4869 4.383 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 24 mrtI.7012 6.311 0.5906 None 72.52 0.03937 2 Rail Materials - 6 Loadings Loading Name Self -Dead Loading Balance Loading Hyperstatic Loading Temporary Construction (At Stressing) Loading Other Dead Loading Live (Reducible) Loading Live (Unreducible) Loading Live (Storage) Loading Live (Parking) Loading Live (Roof) Loading Snow Loading Ultimate Wind North Loading Ultimate Wind East Loading Ultimate Seismic North Loading Ultimate Seismic East Loading Type Self -Weight Balance Hyperstatic Stressing Dead Dead Live (Reducible) Live (Unreducible) Live (Storage) Live (Parking) Live (Roof) Snow Ultimate Wind 1 Ultimate Wind 2 Ultimate Seismic 1 Ultimate Seismic 2 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Analysis Normal Normal Hyperstatic Normal Normal Normal Normal Norrnal Normal Norrnal Norrnal Normal Norrnal Normal Normal On-Pattem Factor 1 1 1 1 1 1 1 1 Off -Pattern Factor 1 1 1 1 1 0 0 0 0 0 1 1 1 1 1 Loadings - 7 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Load Combinations All Dead LC Active Design Criteria: <none> Analysis: Zero -Tension Loading Standard Factor Self -Dead Loading 1 Other Dead Loading 1 Dead + Balance LC Active Design Criteria: <none> Analysis: Zero -Tension Loading Standard Factor Self -Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Initial Service LC Active Design Criteria: Initial Service Design Analysis: Zero -Tension Loading Standard Factor Self -Dead Loading 1 Balance Loading 1.13 Temporary Construction (At Stressing) Loading 1 Service LC: D + L Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design, Soil Bearing Design Analysis: Zero -Tension Loading Standard Factor Self -Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Live (Reducible) Loading 1 Live (Unreducible) Loading 1 Live (Storage) Loading 1 Live (Parking) Loading 1 Service LC: D Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design, Soil Bearing Design Analysis: Zero -Tension Loading Standard Factor Self -Dead Loading Balance Loading Other Dead Loading 1 1 1 Load Combinations - 8 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Load Combinations (2) Service LC: D + Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design, Soil Bearing Design Analysis: Zero -Tension Loading Standard Factor Self -Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Live (Roof) Loading 1 Service LC: D + 5 Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design, Soil Bearing Design Analysis: Zero -Tension Loading Standard Factor Self -Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Snow Loading 1 Service LC: D + 0.75L + 0.75Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design, Soil Bearing Design Analysis: Zero -Tension Loading Standard Factor Self -Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Live (Reducible) Loading 0.75 Live (Unredudble) Loading 0.75 Live (Storage) Loading 0.75 Live (Parking) Loading 0.75 Live (Roof) Loading 0.75 Service LC: D + 0.75L + 0.755 Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design, Soil Bearing Design Analysis: Zero -Tension Loading Standard Factor Self -Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Uve (Reducible) Loading 0.75 Uve (Unreducible) Loading 0.75 Uve (Storage) Loading 0.75 Live (Parking) Loading 0.75 Snow Loading 0.75 Load Combinations -9 Load Combinations (3) Service Wind LC: D + 0.6W Active Design Criteria: Soil Bearing Design Analysis: Zero -Tension Key Lateral Loading: Wind -Ultimate Standard Factor: 0.6 Loading Standard Factor Self -Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Service Wind LC: D - 0.6W Active Design Criteria: Soil Bearing Design Analysis: Zero -Tension Key Lateral Loading: Wind -Ultimate Standard Factor: -0.6 Loading Standard Factor Self -Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Service Wind LC: D + 0.75L + 0.75Lr + 0.45W Active Design Criteria: Soil Bearing Design Analysis: Zero -Tension Key Lateral Loading: Wind -Ultimate Standard Factor: 0.45 Loading Standard Factor Self -Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Live (Reducible) Loading 0.75 Live (Unreducible) Loading 0.75 Live (Storage) Loading 0.75 Live (Parking) Loading 0.75 Live (Roof) Loading 0.75 Service Wind LC: D + 0.75L + 0.75Lr - 0.45W Active Design Criteria: Soil Bearing Design Analysis: Zero -Tension Key Lateral Loading: Wind -Ultimate Standard Factor: -0.45 Loading Standard Factor Self -Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Live (Reducible) Loading 0.75 Live (Unreducible) Loading 0.75 Live (Storage) Loading 0.75 Live (Parking) Loading 0.75 Live (Roof) Loading 0.75 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Load Combinations - 10 Load Combinations (4) Service Wind LC: D + 0.75L + 0.75S + 0.45W Active Design Criteria: Soil Bearing Design Analysis: Zero -Tension Key Lateral Loading: Wind -Ultimate Standard Factor: 0.45 Loading Standard Factor Self -Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Live (Reducible) Loading 0.75 Live (Unreducible) Loading 0.75 Live (Storage) Loading 0.75 Live (Parking) Loading 0.75 Snow Loading 0.75 Service Wind LC: D + 0.75L + 0.755 - 0.45W Active Design Criteria: Sal Bearing Design Analysis: Zero -Tension Key Lateral Loading: Wind -Ultimate Standard Factor: -0.45 Loading Standard Factor Self -Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Live (Reducible) Loading 0.75 Live (Unreducible) Loading 0.75 Live (Storage) Loading 0.75 Live (Parking) Loading 0.75 Snow Loading 0.75 Service Wind LC: 0.6D + 0.6W Active Design Criteria: Soil Bearing Design Analysis: Zero -Tension Key Lateral Loading: Wind -Ultimate Standard Factor: 0.6 Loading Standard Factor Self -Dead Loading 0.6 Balance Loading 1 Other Dead Loading 0.6 Service Wind LC: 0.6D - 0.6W Active Design Criteria: Soil Bearing Design Analysis: Zero -Tension Key Lateral Loading: Wind -Ultimate Standard Factor: -0.6 Loading Standard Factor Self -Dead Loading 0.6 Balance Loading 1 Other Dead Loading 0.6 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Load Combinations -11 Load Combinations (5) Service Seismic LC: D + 0.7E Active Design Criteria: Soil Bearing Design Analysis: Zero -Tension Key Lateral Loading: Seismic -Ultimate Standard Factor: 0.7 Loading Standard Factor Self -Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Service Seismic LC: D - 0.7E Active Design Criteria: Soil Bearing Design Analysis: Zero -Tension Key Lateral Loading: Seismic -Ultimate Standard Factor: -0.7 Loading Standard Factor Self -Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Service Seismic LC: D + 0.751 + 0.75Lr + 0.525E Active Design Criteria: Soil Bearing Design Analysis: Zero -Tension Key Lateral Loading: Seismic -Ultimate Standard Factor: 0.525 Loading Standard Factor Self -Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Live (Reducible) Loading 0.75 Live (Unreducible) Loading 0.75 Live (Storage) Loading 0.75 Live (Parking) Loading 0.75 Live (Roof) Loading 0.75 Service Seismic LC: D + 0.751 + 0.75Lr - 0.525E Active Design Criteria: Soil Bearing Design Analysis: Zero -Tension Key Lateral Loading: Seismic -Ultimate Standard Factor: -0.525 Loading Standard Factor Self -Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Live (Reducible) Loading 0.75 Live (Unreducible) Loading 0.75 Live (Storage) Loading 0.75 Live (Parking) Loading 0.75 Live (Roof) Loading 0.75 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Load Combinations - 12 Load Combinations (6) Service Seismic LC: D + 0.75L + 0.755 + 0.525E Active Design Criteria: Soil Bearing Design Analysis: Zero -Tension Key Lateral Loading: Seismic -Ultimate Standard Factor: 0.525 Loading standard Factor Self -Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Live (Reducible) Loading 0.75 Live (Unreducible) Loading 0.75 Live (Storage) Loading 0.75 Live (Parking) Loading 0.75 Snow Loading 0.75 Service Seismic LC: D + 0.75L + 0.755 - 0.525E Active Design Criteria: Soil Bearing Design Analysis: Zero -Tension Key Lateral Loading: Seismic -Ultimate Standard Factor: -0.525 Loading Standard Factor Self -Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Live (Reducible) Loading 0.75 Live (Unreducible) Loading 0.75 Live (Storage) Loading 0.75 Live (Parking) Loading 0.75 Snow Loading 0.75 Service Seismic LC: 0.6D + 0.7E Active Design Criteria: Soil Bearing Design Analysis: Zero -Tension Key Lateral Loading: Seismic -Ultimate Standard Factor: 0.7 Loading Standard Factor Self -Dead Loading 0.6 Balance Loading 1 Other Dead Loading 0.6 Service Seismic LC: 0.6D - 0.7E Active Design Criteria: Sal Bearing Design Analysis: Zero -Tension Key Lateral Loading: Seismic -Ultimate Standard Factor: -0.7 Loading Standard Factor Self -Dead Loading 0.6 Balance Loading 1 Other Dead Loading 0.6 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Load Combinations - 13 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Load Combinations (7) Sustained Service LC Active Design Criteria: Analysis: Zero -Tension Loading Sustained Service Design Standard Factor Self -Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Live (Reducible) Loading 0.5 Live (Unreducible) Loading 0.5 live (Storage) Loading 1 Live (Parking) Loading 0.5 Live (Roof) Loading 0.5 Factored LC: 1.4D Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Loading Standard Factor Self -Dead Loading 1.4 Hyperstatic Loading 1 Other Dead Loading 1.4 Factored LC: 0.9D Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Loading Standard Factor Self -Dead Loading 0.9 Hyperstatic Loading 1 Other Dead Loading 0.9 Factored LC: 1.2D + 1.12L + 0.5Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Loading Standard Factor Self -Dead Loading 1.2 Hyperstatic Loading 1 Other Dead Loading 1.2 Live (Reducible) Loading 1.12 Live (Unreducible) Loading 1.6 Live (Storage) Loading 1.6 Live (Parking) Loading 1.6 Live (Roof) Loading 0.5 Load Combinations - 14 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Load Combinations (8) Factored LC: 1.2D + 1.12L + 0.5S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Loading Standard Factor Self -Dead Loading 1.2 Hyperstatic Loading 1 Other Dead Loading 1.2 Live (Reducible) Loading 1.12 Live (Unreducible) Loading 1.6 Live (Storage) Loading 1.6 Live (Parking) Loading 1.6 Snow Loading 0.5 Factored LC: 0.9D + 1.12L + 0.5Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Loading Standard Factor Self -Dead Loading 0.9 Hyperstatic Loading 1 Other Dead Loading 0.9 Live (Reducible) Loading 1.12 Live (Unreducible) Loading 1.6 Live (Storage) Loading 1.6 Live (Parking) Loading 1.6 Live (Roof) Loading 0.5 Factored LC: 0.9D + 1.12L + 0.5S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Loading Standard Factor Self -Dead Loading 0.9 Hyperstatic Loading 1 Other Dead Loading 0.9 Live (Reducible) Loading 1.12 Live (Unreducible) Loading 1.6 Live (Storage) Loading 1.6 Live (Parking) Loading 1.6 Snow Loading 0.5 Load Combinations - 15 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Load Combinations (9) Factored LC: 1.2D + fiL + 1.6Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Loading Standard Factor Self -Dead Loading 1.2 Hyperstatic Loading • 1 Other Dead Loading 1.2 Live (Reducible) Loading 0.5 Live (Unreducible) Loading 1 Live (Storage) Loading 1 Live (Parking) Loading 1 Live (Roof) Loading 1.6 Factored LC: 1.2D + fiL + 1.6S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Loading Standard Factor Self -Dead Loading 1.2 Hyperstatic Loading 1 Other Dead Loading 1.2 Live (Reducible) Loading 0.5 Live (Unreducible) Loading 1 Live (Storage) Loading 1 Live (Parking) Loading 1 Snow Loading 1.6 Factored LC: 0.9D + f1L + 1.6Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Loading Standard Factor Self -Dead Loading 0.9 Hyperstatic Loading 1 Other Dead Loading 0.9 Live (Reducible) Loading 0.5 Live (Unreducible) Loading 1 Live (Storage) Loading 1 Live (Parking) Loading 1 Live (Roof) Loading 1.6 Load Combinations - 16 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Load Combinations (10) Factored LC: 0.9D + f1L + 1.6S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Loading Standard Factor Self -Dead Loading 0.9 Hyperstatic Loading 1 Other Dead Loading 0.9 Live (Reducible) Loading 0.5 Live (Unreducible) Loading 1 Live (Storage) Loading 1 Live (Parking) Loading 1 Snow Loading 1.6 Factored Wind LC: 1.2D + f1L + 0.5Lr + 1.0W Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Key Lateral Loading: Wind -Ultimate Standard Factor: 1 Loading _ Standard Factor Self -Dead Loading 1.2 Hyperstatic Loading 1 Other Dead Loading 1.2 Live (Reducible) Loading 0.5 Live (Unreducible) Loading 1 Live (Storage) Loading 1 Live (Parking) Loading 1 Live (Roof) Loading 0.5 Factored Wind LC: 1.2D + f1L + 0.5Lr - 1.0W Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Key Lateral Loading: Wind -Ultimate Standard Factor: -1 Loading Standard Factor Self -Dead Loading 1.2 Hyperstatic Loading 1 Other Dead Loading 1.2 Live (Reducible) Loading 0.5 Live (Unreducible) Loading 1 Live (Storage) Loading 1 Live (Parking) Loading 1 Live (Roof) Loading 0.5 Load Combinations - 17 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Load Combinations (11) Factored Wind LC: 1.2D + f1L + 0.5S + 1.0W Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Key Lateral Loading: Wind -Ultimate Standard Factor: 1 Loading Standard Factor Self -Dead Loading 1.2 Hyperstatic Loading 1 Other Dead Loading 1.2 Live (Reducible) Loading 0.5 Live (Unreducible) Loading 1 Live (Storage) Loading 1 Live (Parking) Loading 1 Snow Loading 0.5 Factored Wind LC: 1.2D.+ fiL + 0.5S - 1.0W Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Key Lateral Loading: Wind -Ultimate Standard Factor: -1 Loading Standard Factor Self -Dead Loading 1.2 Hyperstatic Loading 1 Other Dead Loading 1.2 Live (Reducible) Loading 0.5 Live (Unreducible) Loading 1 Live (Storage) Loading 1 Live (Parking) Loading 1 Snow Loading 0.5 Factored Wind LC: 1.2D + 1.6Lr + 0.5W Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Key Lateral Loading: Wind -Ultimate Standard Factor: 0.5 Loading Standard Factor Self -Dead Loading 1.2 Hyperstatic Loading 1 Other Dead Loading 1.2 Live (Roof) Loading 1.6 Factored Wind LC: 1.2D + 1.6Lr - 0.5W Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Key Lateral Loading: Wind -Ultimate Standard Factor: -0.5 Loading Standard Factor Self -Dead Loading 1.2 Hyperstatic Loading 1 Other Dead Loading 1.2 Live (Roof) Loading 1.6 Load. Combinations - 18 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Load Combinations (12) Factored Wind LC: 1.2D + 1.6S + 0.5W Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Key Lateral Loading: Wind -Ultimate Standard Factor: 0.5 Loading Standard Factor Self -Dead Loading 1.2 Hyperstatic Loading 1 Other Dead Loading 1.2 Snow Loading 1.6 Factored Wind LC: 1.2D + 1.6S - 0.5W Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Key Lateral Loading: Wind -Ultimate Standard Factor: -0.5 Loading Standard Factor Self -Dead Loading 1.2 Hyperstatic Loading 1 Other Dead Loading 1.2 Snow Loading 1.6 Factored Wind LC: 0.9D + W Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Key Lateral Loading: Wind -Ultimate Standard Factor: 1 Loading Standard Factor Self -Dead Loading 0.9 Hyperstatic Loading 1 Other Dead Loading 0.9 Factored Wind LC: 0.9D - W Active Design Criteria: User Mirmmum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Key Lateral Loading: Wind -Ultimate Standard Factor: -1 Loading Standard Factor Self -Dead Loading 0.9 Hyperstatic Loading 1 Other Dead Loading 0.9 Load Combinations - 19 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Load Combinations (13) Factored Seismic LC: 1.2D + fiL + f2S + E Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Key Lateral Loading: Seismic -Ultimate Standard Factor: 1 Loading Standard Factor Self -Dead Loading 1.2 Hyperstatic Loading 1 Other Dead Loading 1.2 Live (Reducible) Loading 0.5 Live (Unreducible) Loading 1 Live (Storage) Loading 1 Live (Parking) Loading 1 Snow Loading 0.7 Factored Seismic LC: 1.2D + fiL + f2S - E Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Key Lateral Loading: Seismic -Ultimate Standard Factor: -1 Loading Standard Factor Self -Dead Loading 1.2 Hyperstatic Loading 1 Other Dead Loading 1.2 Live (Reducible) Loading 0.5 Live (Unreducible) Loading 1 Live (Storage) Loading 1 Live (Parking) Loading 1 Snow Loading 0.7 Factored Seismic LC: 0.9D + E Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Key Lateral Loading: Seismic -Ultimate Standard Factor: 1 Loading Standard Factor Self -Dead Loading 0.9 Hyperstatic Loading 1 Other Dead Loading 0.9 Factored Seismic LC: 0.9D - E Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero -Tension Key Lateral Loading: Seismic -Ultimate Standard Factor: -1 Loading Standard Factor Self -Dead Loading 0.9 Hyperstatic Loading 1 Other Dead Loading 0.9 Load Combinations - 20 Design Rules Code Minimum Desig 318-11 Min. Reinforcement User Minimum Desig Specified Min. Reinforcement Initial Service Desigi 318-11 Initial Service Design Service Design 318-11 Service Design Indude detailed section analysis Sustained Service Desigr 318-11 Sustained Service Design Strength Design 318-11 Strength Design Punching Shear Design Ductility Desigi 318-11 Ductility Design Soil Bearing Desigi None Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Design Rules - 21 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Detailing Rules Custom Span Detailing Rules Rule Name None A A Fraction R1 0 0 8 B C C Fraction R1 Fraction R1 0 0 0 0 "A", "B" and "C", are support reinforcement sets, based on the peak reinforcement in the support zone. "D", "E" and "F", are span reinforcement sets, based on the peak reinforcement in the span zone. "•R1" is never taken as greater than 0.2 when multiplied by Lc (or Lcc). "Fraction" is the ratio of set reinforcement to peak reinforcement. It is always in the 0.0 to 1.0 range. o o Fraction R2 0 0 E E Fraction R2 0 0 F F Fraction R2 0 0 Detailing Rules - 22 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Load History Duration Total Age Load History Step Name Load Combination (days) (days) Maximum Short Term Load Service LC: D + L 30 33 Sustained Load Sustained Service LC 5000 5033 Final Instantaneous Load Service LC: D + L 0 5033 Load History - 23 Sterling South - MAT Foundation typica edge RFI 39.cpt - 7/6/2018 Mesh Input: Standard Plan Y..b bipOt assn,.: ...n McMa: sl.e M.a: Mb Ma hick.... 8'66... C."'"N Yadxh: Yxb Opa.1.7.: N.b Owing Nadler; Poll 06gpn.: Pohl Support la...: Ung Support; Una Support tem; pro Alms: ll.4 war caw. maw Caw. saw Pal lap.19W KFrsI 5F0I Fx•150 r-2,1 5000 pi .k30 5000 -psi m20 5000 p.. t=30 note: there is a penetration at each column location whether there is actually a penetration there or not. these penetration are all sized at 6" as that is the largest penetration per the plumbing drawings. penetration , typ at each column so`x0 50 20 500 s y.00 =35 5655 pv 5.41A-20 penetration 00 5000 psi w16$51�"zo w50 5000 psi c.22 5000 psi 5001 t=t6 5000 p., Mesh Input: Standard Plan - 1 Sterling South - MAT Foundation typica edge RFI 39.cpt - 7/6/2018 Mesh Input: Standard Plan (2) �SIMMC PAAMP510000:PM* LimWIMP; LSorng kmm larm 350.9 MM.;Arm UmMtn; User LM Uwe i72 10 PrispAymo 60 r.50 psi 5000 pai Prioniy.20 656 5000 -psi pno 7y.20 KFa0 NFx.lw .26 5000 psi .22 5000 pm _... Prioriy.20 5000dai Prioraiys20 Prioriiy.20 KFrH KFat KFa.i NFa1 KFKF-.200 KFx.200 5000 phi L' Sgsi PrirnKliyiy.20 1.20 5000 -psi Priprty.20 20`. (Fri 400 Pz� KPa1 KFr200 ' F1.'"(` KFz.1w KFai Krb6w .20-5000 0.30 6000 pai [=22 6000pp t.26 5000 psi 5000 psi Priproiy20 Mesh Input: Standard Plan - 2 Mesh Input: Standard Plan (3) QQQP.i KF -1 l(F.•t vv. Hr_Fi.160 Rx0 •20 Sterling South - MAT Foundation typica edge RFI 39.cpt - 7/6/2018 Pr oir,pl40 t•]4 QQLn r=22 5000psi Prso°-zo Mesh Input: Standard Plan - 3 Mesh Input: Standard Pian (4) P.24 5040 P. Sterling South - MAT Foundation typica edge RFI 39.cpt - 7/6/2018 5000 -psi pr;atilY'20 „nip 20 t=30 5000 psi t=30 5000 p0 t.52 5000 Psi .32 5000 p,l 1 MFM 4311 KF2-,w Mesh Input: Standard Plan - 4 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Other Dead Loading: Line Loads Plan Olbr Dead loading: Lae loads; lir. Lod loons; line Load Values; User Notes; U. Lines; User Dimensions; Dr.wb0 b.0ort User lines; User Nobs; User Dimensions; Element MI Elements Above; VON Meant' Mow; MI Element Outline Only; Column Elmn.rb Aboard Column Elements Esber, tibb EI .nb; Slab Hem* Outline Only, Mk • 1:371 Fz=5.9 111 Fz=0.5 Fz=5.9 Fa -0.61 41Fzs0.5 Fz=0.0p,as Fz=O.i Fzz=0.5 Fv. I 1 S Fz-0.5r oc F�z=0.5 8.1 Fz=0. Fz=0.5 Fz=0.5 .Fz=0.5 _ Fz=0.5 �z=_7� Fz=T.76ffi ,Fz=0,5 Fz=0.5 F Fz= z=0.6,Fz=0.5 Fz=7.75 FFi��6 1 Fz.0.5 z=9 'F3eo.6z:0.5.Jn Fs•Qb � � Fz�.S� ;,Fz=055=0.5 •Fa..1 „Fz=0.5 ,FnOitty,5 Fz=0.5 Fz•0.5 z=0.6 Fz 1 i 5 Fz=0.5 tFz=0.5 4,Fz=0.5 Fz=7.76 _. F F 0 6.IP•5 �f .Fz=0.5 Ezsn' Fz=0.5 tF�gFzattb.t� z 5 _. ii 3 � ¢ Fz='155 Fz.O ii C—i1fia•0.5 hz=7.7! Other Dead Loading: Line Loads Plan - 25 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Live (Reducible) Loading: All Loads Plan LIv.,It.iudYY, Loring: Port Lads; Pert Lod kens: Hirt Load Velum; Lin. Leads; Lln. Lori Mer: Liu Load Valor; A. Lads; Ars Load km.; Aar Lad Values; U.ur Nates; User Liar; Ik DY�r.aNN. Drones Impart User Lim; Ur . O.n.l: YYi El.rnb Abeam WeII Elements Y.lan, UY/ Elmer Outline Onll, Coiner Semon. AMe.s; Calmer Elements S.kvr, SIN Elements; SIN EI..e. Durr. Only; Scale • 1:371 .),Fr -40 - _. Live (Reducible) Loading: All Loads Plan - 26 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Ultimate Seismic East Loading: All Loads Plan Ultinde Seismic East Loading: User Lina; War Notes; Uw Dimensions; Point Loads; Point Load {cons; Point Load Values; Line Loads; Line Load loons; Line Load Values; Ares Loads; Ams Load loans; Area Lod Vs Drawing Import: Uw Lines; Uw Notes; User Dimensions; Element Wag Elements Below; Wall EMne is Above; Vail Element Outline Only; Column ENments Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Sale - 1:375 Fx-1 Fx=55 . _1111p10g0 Fx-3110 Fx=590 M�-0080 _ .My -11600 _ - Fx=341 Fx-912 Fc -507 9Iy=6670 y75A17900_ _ ._. 1110-10100 Ultimate Seismic East Loading: All Loads Plan - 27 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Ultimate Seismic North Loading: All Loads Plan Wino finis Nash Loading; User Lbs; User Nods; User Dbrrioss; Paint Loads; Point lad icons; Point Lod *ins; Lite Loads; Line Load Inns; Lbs load Values; Ann Lode; Ana Lar icons; AMs Lor V Oluvring Impart User Lbs; User Nam Usr Obnnsinns; Bement: VW Ebmnis Mor, VIII Banns Abrs; t Elmet Outline Only; Coi.e Bssid Balm; Caines Elensents AMo•, sw Ednsrts; obi Elssil Osaka Only. Semi • 1:375 ',Fy=1160 Mr --21600 Fy101 Nn7$10 , IFy.Y7 4..ih.12100 Fy.1020 Ms.111000 Ultimate Seismic North Loading: All Loads Plan - 28 Sterling South - MAT Foundation typica edge RFT 39.cpt - 6/27/2018 Ultimate Wind East Loading: All Loads Plan Ultirsb Wad East Loading: Usw Lbs; U.r Nabs; User Dinwtsioas; Port Loans; Point Lad Mm.; Kiel Lar Valves; Lbw Loons; Lir Load Imam Lint Load Was; Ates Loads; An. Lown loons; Atm Lead V. . D uw ng Import: U..r Lines; User Nobs; User Din.n.bnn; EI.ment: ylYdl Elmnwib Blow; Wil Okinawa Above; Wdt Waylaid Outline Only; Coburn El.nrtb B.bw•, Column Boman. Also..; Slab EI.nsb; IIsi Elwtrnt Outline Only. Scab + 1:371 :Fr -x-227 „Fz+2F[+•227 Ultimate Wind East Loading: All Loads Plan - 29 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Ultimate Wind North Loading: All Loads Plan LIWWMid Naw WSW: User LW; D.. NSW; tlu. Dlnsakns; Point Lads; Point Load kens; Paint tad Wow lir Loads; Lir Lomil Wes; Lir Loci Woos; Ana Lads; Ams Led kom: Lad Wu DwinI Wed: U. Lis; User Nets; Us•t Oluanaions; Elsst: MS Elrish Below; MY Elwonlu Aiwa; MN Element Oulu Only; Column Dements Below; Column Elements Abe, $I Ebnsit; Ski Element Outline Only; Sada • 1:375 ,Fz•b227' „Fz•4fE=-227 Ultimate Wind North Loading: All Loads Plan - 30 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Service LC: D + L: Std Deflection Plan Service LC: D • L: User Lines; User Notes; User Dimensions; Orewing Import: User Lines; User Notes; User Dimensions; Element: Niall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Duthie Only; Scale = 1:375 Service LC: Da L - Vertical Deflection Plot 0.021 0.036 0.019 0.063 0,077 0.091 0.105 0.119 0.133 Min Value a 0.007926 inches (173,103.7) Max Value = 0.1519 inches 093.6,210.7) 0.106 0.067 0.063 0.091 0.070' 0.049' 0 049 0.0' -0.063, 0.063' 8.049'9.077 ' 0.077 0.133 --",.063 0.063'' -(A �0'M9. �O.tOS 0.10.091 0.03 0.06 0.077 o0400t U.049 0.03 0. _x,0.019. 1.049 0.03 0.035L _ 0.03 0.049 r et 0.0490.063 _ 0.03 4.t 0.077 .03'1 *.......0.071._ ^0ee 0.063) J0.063 0.049` 0.063 036' 0.0490.091 036 0.063 6 .063 0 .0.03 '.021 0049: .039 0.049 '0.049.077 0.O67y 0. 0. 0.049)49.049' .03503 0.063 ;0.036L021 006 00774 0172: 0.049 .0491.077 ,.003':1 ;0063 10.049 0.077. 0.063 0.040 .021 0.049; 0.04- 0 0.0 0.063", 0.063 ,4.03 0.049' (0.049' 0.0210,03 0.03 0-049 0.063" .03503 .10.03 '0.03 0.020.021 ......._..,0.049. 0.0440.049: `0.063 063' 0.06 Service LC: D + L: Std Deflection Plan - 31 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Service LC: D + L: Max Soil Bearing Pressure Plan Service LC: 0 L: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:375 Service LC; 0 • L -Area Spring Vertical Reactions Plot (Maximum Values( 700 600 900 1200 1500 1800 2100 2400 2700 Min Value = 0 psf @ (196.6,200.41 Max Value = 2824 psf @ (103.7,2171 _. _ ._. 1200 -..:1500 • - ._.. —. .._ _. .. - — 2.9.920—__ 1800 1204 9 0 900 ;900 15001200, "1500 1200 1200:` 1805 - __ -_. _. —1800' -- — ,1200, 1500' Ino 24006 600 ,1511800 ;900 "'12001200 "9001200. 00 1200 90 oo 900' 00 900 00 101 60 12000, 00 1 520 00 j150L1800 1500 1900] 0 , . ;.1800 900 1509 1900 sod 9`ao1 1200' 1200 90 X600 11200 10800_, 1800 900 1000 ;12001 1200 � f 900;5 '"0, 1800 ;1200, 6 1zo0- 900 •9'- o X61 1200, 100 1 sot, 1600, 900 ,80 201 201 21.1 1500 !1200lra00'( 1500 1200 00900 -_ 00' SC!, 200 f9 1200- '1200' Imp imzoorv` -1200 1200 12_00 _,1200- ._ _- _ _ _. _ � -- 1200 yal Service LC: D + L: Max Soil Bearing Pressure Plan - 32 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Sustained Service LC: Std Deflection Plan Sustained Service LC: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element; Wait Elements Below; Wall Elements Above; Wall Element Outline Only; Cokinw Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale =1 :37$ Sustained Service LC - Vertical Deflection Plot (LOU 0.03 0.042 0.054 0.066 0.078 0.09 0.102 0.114 Min Value = 0.00725 inches (173,103.73 Max Value = 0.1364 inches ft (192.6,216.7) 0.066 -- -� . .,..054 0.042use, 0s. .061 0.065 - . ..... 4,042 ,O.O)0.042 0.076 00421.054: 0.054. 0.0644. 2 0.078 . 0.0541 ,.,,....' - - ( '.0 +0.042 ir 0.054.} 0.042 0.042 nnaz,_ .. ,,.. ,. .'.03„,, 0.042;, 0.0s. 0.066 0.066 0.050.04 5.004 .0; 0.0 0.040.03 0.042:0.066 , 0.070 0.066 0066 0.0 0.04) 0_04 0.042 0.066.102 0.01105 O:4J9 042 I 0.054 0.054 0.054'. 0.042 0.042] t ;OA.O 03„_ 0.042541 0. 0.066 6.67s 0.066. 0.0 0.051 0.0541 0.03; 70.1141 0.04.4 .03, -0.0421 0.05.0.054; 0.066 .03, 0.066 0.0 03' 0.04 0.066 0.066. 4 .03 0.042 . 0 0.03 0.042; 0.054 0.043 0.078 0.042 0.06 JSd '0.0 0.042'0,042, 0.054 0.042 .0421 '0. 0.042 .03 0 .042 0.054 0.054 O. 0.042. 2- 005°-°."' 2 0.054 Sustained Service LC: Std Deflection Plan - 33 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Factored LC: 1.2D + f1L + 1.6S: Max Mx Plan Factored LC: 1.20+ f1L • 1.6S: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Walt Elements Above; Wail Element Outline Only; Column Elements Below; Column Elwnents Above; Stab Elements; Stab Element Outline Only; Scale = 1:375 Factored LC: 1.20+ f1L + 1.6S • Bending Moment Plot (Maximum Values) (X -Axis Direction) One Contour e 5 Kips Min Value m -58.4 Kips @ (208.2,154.8) Max Value o 124.1 Kips (122.7,165.5) -25 --25 0 X25 125 4125 0-0 �so 50 26 -J ,a 25 S0. / \ 25?/��1 -25 J r+ c Factored LC: 1.2D + f1L + 1.65: Max Mx Plan - 34 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Factored LC: 1.2D + f1L + 1.6S: Max My Plan Factored LC: 1.20 + ft L + 1.6S: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: LII Elements Below; Well Elements Above; Vii Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:375 Factored LC: 1.20+ f1L + 1.6S. Bending Moment Plot (Maximum Values) (Y.Axis Direction) One Contour e 5 Kips Min Value a ..67.33 Kips (194.4,19.25) Max Value ® 132.3 Kips @ (69.21,73.25) .2 I 0 0, Factored LC: 1.2D + f1L + 1.65: Max My Plan - 35 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Factored LC: 1.2D + f1L + 1.6S: Max Vx Plan Factored LC: 1.2D + (IL • 1.65: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; (Mall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only, Scale = 1:375 Factored LC: 1.2D + fIL+ 1.65 - Vertical Shear Plot (Maximum Values) (X•Axis Direction) One Contour= 5 kips/ft Min Value = •104.8 kips/If Q (122.7,165.5) Max Value = 87.07 kipset ® (101.9,165.7) ti0 Factored LC: 1.2D + fiL + 1.65: Max Vx Plan - 36 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Factored LC: 1.2D + f1L + 1.6S: Max Vy Plan Factored LC: 1.20 + ftl+ 1.65: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wet) Elements Above; Wali Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Stab Element Outline Only; Scale =1:375 Factored LC: 1.2D + fl + 1.65 - Vertical Shear Plot (Maximum Values) (Y•Axis Direction) One Contour= 5 kips/ft Min Value = -94.91 kipsllt (6 (69.21,73.25) Max Vakie = 70.94 kips/ft @ (48.75,205.4) II -II 0 0 Factored LC: 1.2D + f1L + 1.6S: Max Vy Plan - 37 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Factored Wind LC: 1.2D + f1L + 0.5S + 1.0W: Max Mx Plai Factored Wind LC: 1.2D • 111 • 0.55 • 1.0W: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: WaN Elements Below; Wall Elements Above; VII Element Outline Only; Colonel Elements Below; Calumn Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:375 Factored Wind LC: 1.20 • f1L • 0.55. 1.0W - Bending Moment Plot (Maximum Values) (X -Axis Direction) One Contour= 5 Kips Min Value = -58.4 Kips @ (206.2,151.8) Max Value = 124.2 Kips tfg (122.7,165.5) 0 0 001 0 o 0\ 250 -25 Dq r -o 025- V r-" -257 25-5'1 L 0 zs 50— tis --s0 25'25 _ 0\ l `,.-100 0 50` 1 2.5. 2525 `--75= ' 25 I;,� ;�` 25'`1 ,F._ R� 0 1 : 25 5 ' . -25 (1' ,2 0_—.-,..� "-0 ��N2 0 0�- ` .f 2i 0'0 1 •25 25 — .—.-- 0 0 25 25 ° B —26 Factored Wind LC: 1.2D + f1L + 0,5S + LOW: Max Mx Plan - 38 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Factored Wind LC: 1.2D + f1L + 0.5S + 1.0W: Max My Plai Factored Wind LC: 1.2D + t1 L + 0.5S + 1.0W: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale =1:375 Factored Wind LC: 1.20 + 111 + 0.5S + 1.0W - Bending Moment Plot (Maximum Values) (Y -Axis Direction) One Contour= 5 Kips Min Value c 417.33 Kips @ (194.4,19.25) Max Value = 141.9 Kips Q (100.1,137.6) Factored Wind LC: 1.2D + f1L + 0.5S + 1.0W: Max My Plan - 39 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Factored Wind LC: 1.2D + f1L + 0.55 - 1.0W: Max Mx Plan Factored Wind LC: 1.2D + tit + 0.55.1.0W User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element Wall Elements Below; Wall Elements Above; Well Element Outline Only; Column Elements Below; Column Elements Above; Stab Elements; Slab Element Outline Only; Scale = 1:275 Factored Wind LC: 1.2D + f1L + 0.55.1.0W - Bending Moment Plot (Maximum Values) (X -Axis Direction) One Contour _ 5 Kips Min Value c -58.4 Kips ft (208.2,154.0) Max Value = 124.5 Kips fp (122.7,165.5) -25 0�\ i-50, /-25,x' ��.-�� ! �, 12 2S. 7 _25�..i 26 '. .. 2650 0 26 25 520 J 0 25 J 0 0 60„ 1 T2s c — —25-25--25s�= t i% ^— �0 \t- 0 25— -- 25 c Factored Wind LC: 1.2D + f1L + 0.5S - 1.0W: Max Mx Plan - 40 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Factored Wind LC: 1.2D + f1L + 0.5S - 1.0W: Max My Plan Factored Wind LC: 1.20 + f11. + 0.55 - 1.0W. User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: lAbll Elements Below; Mill Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Sole = 1:775 Factored lAfind LC: 1.20 + f1 L + 0.65 - 1.0W - Bending Moment Plot (Maximum Values) (Y -Asia Direction) One Contour= 5 Kips Min Value a -97.71 Kips fl (194.4,19.25) Max Value = 125.7 Kips @ (127.3,136.9) 25E 25 x,25 0 0 1 0 1 1 0 ) 5 1 0 1 0I 1 2 tO5 I ti (0 1 "f 0 o ,+75 `�:25 0 Factored Wind LC: 1.2D + f1L + 0.5S - LOW: Max My Plan - 41 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Factored Seismic LC: 1.2D + f1L + f2S + E: Max Mx Plan Factored Seismic LC: 1.2D + ft L + f2S + E: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: VdaII Elements Below; VttaII Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale =1:375 Factored Seismic LC: 1.2D + f1L + f2S + E - Bending Moment Plot (Maximum Values( (]-Axis Direction) One Contour= 5 Kips Min Value = -65.99 Kips 4 (73.17,184.2) Muo Value = 307.2 Kips @ (207.9,33.50( i -25':25 :76 �...._.._� —0-70 • _^4G, (1:50 zss f 3 r 25 25 0-7 75,› 160 .7s 00 C 50 \, 5'- J25 0 7,50 0 L (25 0---' 25, "'V._.�✓ 0 `m �—i Factored Seismic LC: 1.2D + f1L + 125 + E: Max Mx Plan - 42 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Factored Seismic LC: 1.2D + f1L + f2S + E: Max My Plan Factored Seismic LC: 1.2D+ f11 + 12S + E: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wail Elements Below; Wan Elements Above; Wan Element Outline Only; Column Elements Below; Column Elements Above; Stab Elements; Slab Element Outline Only; Style = 1:375 Factored Seismic LC: 1.2D + f1L + f2S + E - Bending Moment Plot (Maximum Values) (Y -Axis Direction) One Contour = 20 Kips Min Value = -97.95 Kips pg (194.4,19.25) Max Value = 946.5 Kips ® (35.39,19.75) Factored Seismic LC: 1.2D + f1L + f2S + E: Max My Plan - 43 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Factored Seismic LC: 1.2D + f1L + f2S - E: Max Mx Plan Factored Seismic LC: 1.2D + f1 L + f2S - E: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: VAI Elements Below; NkII Elements Above; Wall Element Outline Only, Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale =1:375 Factored Seismic LC: 1.2D + f1 L + f2S - E - Bending Moment Plot (Maximum Values) (X -Axis Direction) One Contour= 10 Kips Min Value = -58.29 Kips (208.2,152.8) Max Value = 395.8 Kips @ (208.2,38.02) 0 1 0J0) 0-1 C_—i`�._. • p. 00� — = r so 0 o 4 (o go 0 0 n 80 . r-: 50 , 0� -59 100, 10u /y,: `20 /100 '250 Factored Seismic LC: 1.2D + f1L + f2S - E: Max Mx Plan - 44 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Factored Seismic LC: 1.2D + fiL + f2S - E: Max My Plan Factored Seismic LC: 1.2D • f1L + f2S - E: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:375 Factored Seismic LC: 1.2D+ f1L + f2S - E • Bending Moment Piot (Maximum Values( (Y•Axis Direction) One Contour 20 Kips Min Value = -76.91 Kips @ (194.4,19.25( Max Value = 1221 Kips (33.5,19,75( Factored Seismic LC: 1.2D + f1L + f2S - E: Max My Plan - 45 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Design Strip: Punching Checks Plan Design Strip: Punching Checks; Punching Check Numbers; Punching Check LLR Parameters; Punching Check Sections; User Notes; User Lines; User Dimensions; Drawing Import; User Lines; User Notes; User Dimensions; Element: Wall Elements Above; WWI Elements Below; Watt Element Outline Only; Column Elements Above; Column Elements Below; Stab Elements; Slab Element Outline Only; Scale =1:375 461 559 #60 556 Using Calculated LIR Parametersdcutated LLR ParUsing Calculated LLR Parametersculated LLR Parameters #57 trib area=° trib area=0 {rib area=° trib area=° UsingCalculated LLR Parameters #65 #54 LLR Parameters influence area=° influence area=° influence area=0 - influence area=° trib area=0 .•�y =•cuiafed LLR Par_a.7.l. ,d LLR Parameters trio area=0 max LLR=40 max LLR=40 max LLR=40 max LLR=40 influence area=Onfluence area=0 - [rib areae ' trib area=0 Reducible Loading Reduction=Oble Loading ReducReducible Loading Reduction=ole Loading Reduction=0 max LLR=40 max LLR=40 influence area=0 influence area=° Storage Loading Reduction=°igen Loading RoductioStorage Loading Reduction=ole Loading Reduction=0:ducible Loading Reduction=Ong Reduction=° max LLR=40 MAY LLR=40 Parking Loading Reduction=°ng Loading ReducticParking Loading Reduction=Olg Loading Reduction=0torage Loading Reduction=0ng Reduction=0'� Loading Reduction=Q ding Reduction=0 Using Calculated LLR Par=;.!/..',1.'""'""" "'' '""'_" ""' Parkin Loading Reduction=0 ie Loading Reduction=0adin Reduction=0 trib area=0 trib area -0 Influence area=° #50 g g - enq Reductio .:9 Loading Reduction_ 0 g influence oma=0 influence area=0 max LLR=40 ice;" Calculated LLR Pammeters !KS8 7 - -- ading Reduction=0 max LLR=40 Reducible Loading Reduction=0 _ aiculateAsing Calculated LLR Parameters man LLR=40 g trib area=0 trib area=° trib area=0 using calculated LLR Parameters Reducible Loading ReductStorage Loading Reduction=0 trib area=0 #46 Reducible Loading Reduc. influence area=0 influence area={influence area=° Storage Loading ReductirStomge Loading ReductitParking Loading Reduction=0 max LLR=40 max LLR=40 max LLR=40 influence arza=0ng Calculated LER Parameters Parkins Loading ReductiaParking Loading Reduction=0 Reducible LoadingReduction=°max LLR=40 #45trib area=0 ible Lad nmSt ucibla Loading Reduction=ole LoadingReduction=0luence area=0s Storage Loading Reduction=°age Loadinestorage Loading Reduction=0i Parking Loading Reduction=Ping LoadincParking Loading Reduction=09e Loading Reduction=Orman LLR=40 ranting Loading Reduction=0e Loading Reduction=0 Storage Loading Reduction=0 RedocibParking Loading Reduction=0 Storage Loading Reduction=° #38 439 #40 441 Parking Loading Reduction=0 437 Using Calculated LLR !Using Calculated LLR {Using CalculalUsing Calculated LLR PUsing Calculated LLR Parameters,d LLR Parameters trib area=0 trio area=° {rib area=0 - trib area=0 Mb area=° s - -- trib area=° influence area=0 influence area=0 influence arearinfluence area=0 influence ana=0 mttueoce area=° max LLR=40 max LLR=40 max LLR=40 max LLR=40 max LLR=40 •" 'm LLR=40 Reducible Loading RerReduoible Loading RecReducible LoaReducible Loading RedtReducible Loading Reduction= ading Reduction=0 Storage Loading ReduStomge Loading ReduStorage LoadiStorage Loading ReduciStorage Loading Reduction=03ding Reduction=0 Parking Loading RedumParking Loading RedumParking LoadiiParking Loading ReduclParking Loading Reductiyn=0 . » ading Reduction=0 #44 }sing Calculated LLR Parameters #43 {rib area=°ming Calculated LLR Parameters influence area= -0 trib area=0 max LLR=40 influence area=° Reducible Loading Reduction=0ax LLR=40 Storage Loading Reduction=OLoading Reduction=o Parking Loading Reduction=0oading Reduction=8" Parkinmq ttoaedi`g Redu�tion=0 max LLR=40 Reducible Loading Reduction=0 Storage Loading Reduction -0 Parking Loading Reduction=° 535 #29 434 433 431 432 Using Calculated LLR Pammeters#30 Using Calculated LLR ParUsing Calculated LLR Parameterstg Calculated LLR Paramete_rs:alculated LLR ParamUsing Calculated LLR Parameters trib area=0n° Calculated LLR Parameters - tri6 area=° {rib area=° {rib area=0 trib area=° trib areal influence area=0 [rib area=0 influence area=0 influence area•=° influence area=0 influence area=o influence area=8 max LLR=40 influence ama=0 max LLR=40 max LLR=40 max LLR=40 max LLR=40 max LLR=40 Reducible Loading Reduction=Q; LLR=40 Reducible Loading ReducReducible Loading Reduction=9ducible Loading Red6ction=0:ible Loading Reductileducible Loading Reduction=05torage Loading Reduction=0mading Reduction=0 Storage Loading Redectmm t0t0ge Loading Reduction=0Storage Loading Reduction=0-age Loading ReductionStorage Loading Reduction=° Parking Loading Reduction=°ading Reduction=0 Parking Loading ReductioParking Loading Reduction=0Parking Loading Reduction=0cing Loading ReductionParking LoadifQReduction=OUsing Calculated LLparkinq Loading Reduction=0 oy s trib area=° ........... V - trib area=0 trib area=u #22 923 #24 influence area=0 trib area=° influence area=° #25 Using Calculated LLR Parameter:2i Using Calculated LLR ParametUsing Calculated LLR Parameters max LLR=40 max LLR=40 man LLR=40m Calenl=mod LLR Parameters y ..e•coomred LLR Pa•c cccc educible Loadin Reduction=0 trib area=0' trib area=0 fib area=0 {rib area=0 Reducible Loading Reduction=Ucible Loading Reduction=GR g _ area=0 influence area=0influence area=° influence area=0 Storage Loading Reduction=0mrege Loading Reduction=° Storage Loading Reduction=0.nce area=0 influence area=0 Parking Loading Reduction=0 max LLR=40 - LLR=40 max LLR=40 max LLR=40 Parking Loading Reduction=Orking Loading Reduction.° ..._z LLR=40 Reducible Loading Reduction=° Reducible Loading Red6ction=Reducible Loading Reduction=0 Reducible Loading Reduction=0 Storage Loading Reduction=0" ding Redu..Storage Loading Reduction=0 Storage Loading Reduction=0 Storage Loading Reduction=0 Parking Loading Reduction=0�ding Reductiparking Loading Reduction=0 Parking Loading Reduction=0 Parking Loading Redaction=0 raining wading Reduction -o #17 #20 419 113 Using Calculated LLR Parameterstg Calculated LLR Parameters #16 #15 Using Calculated LLR Parameterssd LLR Parameters nib area=° tn5 area=° using Calculated LLR Parametersaculated LLR Paramet trib area=0'y """''re tdb area=° Mb area=° influence area=0 {rib area=0 influence area=° influence area=0 max LLR=40 influence area=0 max LLR=40 max LLR=40 influence area=0 influence area=0 - LLR=40 Reducible Loading Reduction=Oducible Loading Reduction=0 max LLR=40 max LLR=40 Reducible Loading Reduction=tiding ReductStarage Loading Reduction"OStorage Loading Reduction=Oducibre Loading Reduction=°ale Loading Reduction= Storage loading Reduction=Qiding Redact Parking Loading Reduction=Oparking Loading Redachon=Otorage Loading Reduction=Ogen Loading Reduction= Parking Loading Reduction=0 - narking Loading Reduction=0n Loading Reduction= Using calculated LLr=mii.y Loading Reduction=° trib area=0 {rib area=0 Usn,y ..aiwnatea c..n liygr ..� 9 q trib area=0' tnb area=° rs influence area=0 influence area=0 bib area=° influence area=°influence area=0 max LLR=40 max LLR=40 influence area=0 max LLR=40 max LLR=40 Reducible Loading ReductionReducibte Loading Reduction=° max LLR=40 Reducible Loading Reduction=0iding RedoctStorage Loading Reduction-OStorage Loading Reduction-Oducible Loading Reduction=° Storage Loading Reduction=0lding ReductiLParking Loading Reduction=°Parking Loading Reduction=0torage Loading Reduction=0 Parking Loading Reduction _O.iding Reduction=0 Parking Loading Reduction=0 #18 4 r ging Calculated LLR Pammet a e t1 LLR Parameters area=0"g 'amurr influence area=0 trib areare max LLR=40 influence area=D #5 #2Using Calculated LLR Parameters Using Calculated LLR Para!netdb area=° trib area=0 influence area=° influence o•e==n max LLR=40 max LLRReducible Loading Reduction=° Reducible Loading Storage Loading Reduction=° Storage Loading RParking Loading Reduction=° Parking Loading Reduction=0 40 Reducible Loading Reduction=°a . RO '--age Loading Reduction=°m deg Reduction=0 Ing woad ng Rdintion=0ading Reo..Et.0O m=y coadfng Reduction` Ors trib area=°' ' the area=0 _ - influence area=0 influence area=0 max LLR=40 .., x LLR=40 Reducible Loading Reduction=°ading Reduction=D Storage Loading Reduction=°' Parking Loading Reduction=°ading Reduction=0 e�e,��y �.,ading Reduction=0 #3 #4 Using Calculated LLR PUsing Calculated LLR Parameters Mb area=° trib area=0 influence area=° influence area=° ' max LLR=40 max LLR=40 Reducible Loading RediReducible Loading Reduction=0 Storage Loading ReductStorage Loading Reduction=0 Parking Loading ReductParking Loading Reduction=0 #1 Using Calculated LLR Parameters Mb area=0 influence area=0 - max LLR=40' Reducible Loading Reduction=0 Storage Loading Reduction=° Parking Loading Reduction=0 Design Strip: Punching Checks Plan - 46 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Soil Bearing Design: Max Soil Bearing Pressure Plan Soil Bearing Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; PC Designs; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Miall Elements Above; Wall Element Ondine Only, Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:375 Soll Bearing Design -Area Spring Vertical Reactions Plot (Maximum Values) 300600 MI 1200 1600 1500 2100 2400 2700 Min Value = 0 psi @ (196.5,200.4) Max Value = 3276 psi (206.2,11.25) 2100 1500 1500 200 15091800 900800 804r-^- 1500 - _- 2100 2100- 9(2212242, 9'9 .- -`--.180_ !E900j 120015'1 240 ;1500180 12001 SOS' 120011 1r.) ;1500 - 60 00 '900'8009 0 1800 800 1500 120000 1900. i2001200: 1500, 1800 18001.5..0.0j, 1800 1500 1200 900 ade 1800 (1200 `, 9001 1200 1500 ,1800 ,1200 1200 60 1200' 1500 1200 900 !150 4538001500; 1500 1500` 11200 1200 1205 0,. .00 6-6,- 1800 0-1800 1200 11200', ,12 x1200 _ ..LJ 000 1200 1000 900''150v- 1200, '904.71200 1200 1500 ;1500 12000200 600 1200 '990 1200 1500 1800 1200'7 1800 ,1200500 „,j00fc 00 1200 2100 ,1200011. 120 X60060 1200200, 900, 1200. 900 ;,2100 9 200 1200: 1200, "`4.2100 `00' 1500 900' T - -' 900 1.140x700'-.16:2.06. 15007 .i"., 4 ..176_ 1200Lf'1500 f'"."x400 418 ' 18001 1200 * 1500 • 1200 -Al 2400 2 1500 -1900._ : 1200'^— `- 1800 Soil Bearing Design: Max Soil Bearing Pressure Plan - 47 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Design Status: Status Plan Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Number Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:375 20C-3 20C-2 20C-1 61 -OK- 59- OK 60 0IE 58 19C.4 19C-3 OK (non-standard sectron)K (non-standard sectionOK (non-standard section); (non-standard section) 5T OK 56 DX 1 2 19C•1 OK (non-standard sectionkandard section . 55 OK 54 ci 0 n 0 .... (non-standard section), -standard section) m0 Tm N P i8C7 1 CN6 53 9 x N M P p O o 51 OK 52 OK (non-standard section) C•5 z 1 %y OK (non-standard section, (non-standard section) JK 18C.4 19C-3 r 18C-2 50. OK 48 OK 49 OK v OY OK (non-standard sectionbK (non-standard section) OK 1n 4A OK OC•1 ^ K FT�� U� xn °'i-� s°O'f ,G'ti 46 a 16C-1 17C-1 OK (non-standard section) OK 45 150-2 OK OK i5C-1 OK g' Y 44 nie O O OK (non-standard section) 43 ^ V n ^ 0 "' OK (non-standard section) n 0 n C ^ O 13C-1 .X 13C-2 1]C-3 13C-4 13C-5 13C-6 13C -7o O 14C-1 OK OK DK OK 38 OK 39 OK 40 OK ' 41 42 OK 37 36. OK (non-standard sectOK (non-standard sectOK (non-standOK (non-standard secticOK (non-standard section - OK (non-standard section) -. .. standard section) 416 '9Y ° �n o0 zm 120 12C-1 12C-2 12C-3 12C-4 12C-5 12C-6 1200.7 35 72C-8 K OK OK 29 OK 34 OK 33 OK 31 OK 32 OK (non-standard section) 30 OK (non-standard sectionOK (non-standard section) OK OK OK (non-standard section( OK e0 jY rv0 11C-1 11C-2 11C-3 22 OK OK 23 OK 24 21 OK OK (non-standard sectio OK (non-standard section) OK (non-standard section) 4Y r-0 vY n0 O n xy -9 :2O 10C-1 1pC-2 100-] 10C-4 20 OK 19 OK 13 C"SK (non-standard section) OK (non-standard section) 17 OK OK OK (non-standard section) FO EIC -5 7 OK 6 OK OK (non-standard section) 8C-4 OK O 2 UY ry0 xn 8C-3 8C-2 11 OK 12 OK OK (non-standard section)OK O J o 'IC -2 5 70.1 OK (non-standard sectron)1 OK (non-standard section) 4 3C-1 OK O O 5C-1 OK VY 0VY 7N 00 0 11C-5 11C-6 v G 37 OK 26 OK 28, ,. OK OK (non-standard section) OK (non-standard section) 10C-5 10C-6 16 OK OK 15 OK OK U Y O 8 80.1 OK °K o op 01, 3. O 10C-7 10C-8 OK t8 OK OK (non-standard section) ott 9C-2 9C-1 10, OK 9 056 OK (non-standard section) .... ,.,...i -standard section) 25 OK UY n O 14 OK 054 0O U Y o 6C-1 6C-2 3 OK 4 OK OK OK (non-standard section) 4C-1 4C-2 OK1 OK OK (non-standard section) 0 rn 0 Design Status: Status Plan - 48 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Design Status: Punching Shear Status Plan Design Status: User Lines; User Notes; User Dimensions; PC Designs; PC Design Numbers; PC Design Status; PC Design Stress Ratios; PC Design Sections; Drawing Import: User Lines; User Notes; User Dimensions; Element: Nall Elements Below; Niall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:375 61 59 60 58 OK (non-standard section)K (non-standard sectionOK (non-standard section); (non-standard section)- 57 56_ USR=0.582 USR=0.462 USR=0.51 -55- USR=0.63 OK (non-standard USR=0.58dard section)` (non-standard setion)�-standard section) ..ii. USR=0.322 USR=0.279 53 51 52 OK (non-standard section) OK (non-standard section OK (non-standard section) USR=0.909 USR=0.507 USR=0.888 50 48 49 OK (non-standard sectionbK (non-standard section) OK USR=0.893 USR=0.661 USR=0.811 44 OK (non-standard section) 43 USR=0.232 OK (non-standard section) USR=0.99 36 OK (non-standard section) USR=0.961 29 34 OK (nonstandard sectionOK (non-standard section) USR=0.675 USR=0.814 47 OK USR=0.811 .46' OK (non-standard section) 45 USR=0.213 OK USR=0.56 38, 39 40 41 42 _37 OK (non-standard sectOK (non-standard sect:OK (non-standOK (non-standard secticOK (non-standard section) standard section) USR=0.732 USR=0.993 USR=O USR=0.821 USR=0.7 "�- USR=O 33 31 32 OK OK OK (non-standard section( USR=0.104 USR=0.114 USR=O 27 26 OK OK (nonstandard section) USR=0.104 USR=0.913 35 OK (non-standard section) 38 USR=0.887 OK USR=0.557 28 OK (non-standard section) USR=0.765 22 23 24 25 21 OK OK (non-standard section) OK (non-standard section( OK USR=0.499 USR=0.718OK (non-standard sectio USR=0.72 USR=0.641 USR=0.508 17 20 19 OK 13 OK (non-standard section) OK (non-standard section) USR=0.619OK (non-standard section) USR=6.93 USR=0.959 USR=0.564 16 OK USR=0.686 11 12 7 6 OK OK (non-standard section) 8. OK OK (non-standard section) USR=0.764 USR=0.859 OK USR=0.575 USR=0.738 USR=0.555 2 OK (non-standard section) OK (nonstandard sectionUSR=0.965 USR=0.71 15 OK USR=0.642 18 14 OK (non-standard section) OK USR=0.891 USR=0.417 10 OK (non-standard section) -standard section) USR=0.894v r��� USR=0.578 3 4 OK OK (non-standard section) USR=O USR=0.94 OK (n.n-standard section) USR=0.783 Design Status: Punching Shear Status Plan - 49 CERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0070 DATE: 06/28/18 PROJECT NAME: STERLING SC - LEVEL 2-7 SITE ADDRESS: 415 BAKER BLVD BLDG Original Plan Submittal X Response to Correction Letter # 2 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 11.4. A-rAX Building Division Mc Works Fire Prevention LI Trk Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: Planning Division E Permit Coordinator r DATE: 07/03/18 Structural Review Required DATE: LI APPROVALS OR CORRECTIONS: DUE DATE: 07/31/18 Approved E Approved with Conditions E Corrections Required T 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 ?Ing 0 PW 0 Staff Initials: 12/18/2013 ARMIT COORD COPY PLAN REVIEW/ROUTING SLIP / PERMIT NUMBER: PG18-0070 DATE: 05/31/18 PROJECT NAME: STERLING SOUTHCENTER SITE ADDRESS: 407 BAKER BLVD Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Pr\ CYR- tVIC6 Building Division U ti\V\IC Pub\‘ilpl\Iic Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 06/05/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 07/03/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: '7? Departments issued corrections: BI g Fire Ping PW Staff Initials: 12/!8/2013 ( PERMIT COORD COP PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0070 DATE: 05/07/18 PROJECT NAME: STERLING SOUTHCENTER - LEVELS 2-7 SITE ADDRESS: 415 BAKER BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Coyy Building Divis on Corr orks S---terte Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) Planning Division Permit Coordinator ip DATE: 05/08/18 Structural Review Required REVIEWER'S INITIALS: DATE: r APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 06/05/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: S Departments issued corrections: Bldg Fire Ping Staff Initials: 12/18/2013 City of Tukwila /- ' REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Website: http://www.Tuk,wilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 06/25/2018 it Number: PG/843070 Ej Response to Incomplete Letter # 121 Response to Correction Letter # 2 and Building Comments dated 05/10/18 (not previously issued) O Revision # after Permit is Issued O Revisi©z requested by a -City.Building Inspector or PI 'nee O Deferred Submittal # 1444 1 Project Name: STERLING SC --14404614C34441444444TE Project Address: 415 BAKER BLVD Contact Person: Terris Patterson Summary of Revision: Addressed Comments dated 0./l0 drainage connections and sizing. 2 8 Phone Nomber: 20f 8 Sig 11 11 " 1 ".s" is - RECEIVED CI IN TUKWI JUN 2 8 2018 PERMIT CENT .r3 Sheet Number(s): P1 .1 2 and risers "Cloud" or highlight all areas of revision includin di te re • o Received at the City of Tukwila Permit Center by: E Entered in TRAKiT on WIPcrmil Center (13rends)1Forms1Permi1 Comer Documents (Word)111ovision SubmittnIForm.doc t 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: 71 lI, a Plan Check/Permit Number: ib4/ ' 0 r ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: 7kow. rz) E cavarc Nn�t. Project Address: 11 'r rKez- A,vli Contact Person:."7----4/6/ f rp47-r tdo„) Summary of Revision: / Phone Number: tv6 s8 -tis, 40d Co )vbtxJ f r'%� 1?A m f,A .4 C mill 2 ci� RECEIVED MTV OF TUKWILA MAY 3 1 2018 PERkliii CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revis' n Received at the City of Tukwila Permit Center by: ntered in TRAKiT on J "3)( W:U'ermit Center (Brenda)\FormsU'ermit Center Documents (Word)Utevision Submittal Form.doc n,..a.m Jerry Hight Building Department Tukwila City Hall 6200 Southcenter Blvd Tukwila, WA 98188 Ocean Park Mechanical 14900 Interurban Ave S, #283 Seattle, WA 98168 Dear Jerry, flECEIVED CITY OF TUKWILA APR 03 2019 PERMIT CENTER [ PL1 OCEAN PARK tAMNANICAL March 28, 2019 We applied for a separate underground -only plumbing permit at the same time as we also applied for the full -set of plumbing plans for the Broadstone Sterling project. We wanted to get going on the underground work while the city reviewed the entire building and procuring an entirely separate permit for just the underground—even though the full -set included the underground was recommended by one of the permit technicians. Because both sets of plans were reviewed simultaneously, we essentially received both permits simultaneously (within a couple days of each other): pemit PG18-0069 for the underground -only and PG18-0070 for the entire building, which included the underground as well as the above -grade. PG18-0069 wag effectively a duplicate to get the project going. In January and early -February, 2019, the weather was too cold for us to safely fill the pipes with water for testing purposes so we postponed our inspections. We mistakenly renewed the underground permit PG18-0069 (see attached) in February thinking that it was the permit for the entire building. We have since been calling in our inspections for the above -grade portion of the building using the underground permit number by mistake. In the meantime, the entire building's permit (PG18-0070) expired. We request Tukwila to please transfer our completed plumbing inspections from permit number PG18-0069 over to the correct permit number, PG18-0070, so we can continue our inspections. We offer our sincerst apologies for the mix-up. Sincerely, Request for Extension # 1 Current E:Tiration Date: 1-1E--)41 kt 0 a.e days ."7 Terris L.S. Patterson Extension ,lequest: Project Manager 1 Ocean Park Mechanical voi Appro\' for Ird Terris@OceanPM.com 1206-588-5158 (cell A' Denies 'provide explanation) Signature/Initials 12/2/2018 City of Tukwila Department of Community Development TERRIS PATTERSON 14900 INTERURBAN AVE S - SUITE 283 TUKWILA, WA 98188 RE: Permit No. PG 18-0070 STERLING SOUTHCENTER - LEVELS 2-7 407 BAKER BLVD Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 1/15/2019. Based on the above, you are hereby advised to: I) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 1/15/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, ac e le Ripley Permit Technician File No: PG 18-0070 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Reid iddleton July 6, 2018 File No. 262018.005/00401 Mr. Jerry Hight, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RECEIVED CITY OF TUKWILA JUL 092018 PERMIT CENT ER Subject: Building Permit Plan Review — First Submittal Sterling Southcenter — Development Permit PGI8-0069 & PG18-0070 Dear Mr. Hight: We reviewed the proposed project for compliance with the structural provisions of the 2015 International Building Code (IBC) as amended and adopted by the state of Washington and the City of Tukwila. We have no comments necessitating a response from the permit applicant. Drawings and Calculations This submittal is a plumbing penetration permit for the Sterling Southcenter — Foundation Only (D17-0330) and Revelle at Southcenter (D17-0300) projects. Sheets from the aforementioned projects that were obtained during the previous reviews were referenced for information only. New plan sheets were not provided for review. Structural calculations were submitted for the foundation penetrations in response to a request for revised pages due to some pages being illegible. The sheets were replaced with a different scale to allow easier review. The structural calculations are enclosed, and they should replace any previous sets submitted with the original permit submittal. The new calculations are dated July 6, 2018. Special Inspections, Submittals, Tests, and Structural Observation This submittal is part of the Sterling Southcenter — Foundation Only (D17-0330) and Revelle at Southcenter (D17-0300) projects. Requirements for geotechnical special inspections and tests, structural special inspections, structural deferred submittals, structural tests, and structural submittals have been provided in the review of the aforementioned projects. Please refer to our letters dated January 12, 2018, and January 22, 2018, respectively, for further information. Special inspections and tests should be performed by qualified special inspectors. Reports, certificates, and other documents related to structural special inspections and tests should be submitted to the city of Tukwila. 728 134th Street SW Suite 200 Everett, WA 98204 425 741-3800 www.reidmiddleton.com Mr. Jerry Hight, Building Official City ofTukwila, Department of Community Development July 6, 2018 File No. 262018.005/00401 Page 2 Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and peiiiiit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code as it relates to the project. Enclosed are the structural calculations and other submittal documentation. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. (.4/tte atherine R. Brawner, P.E. Project Engineer Corbin M. Hammer, P.E., S.E. Principal Engineer Enclosures cc: James Endicott, Alliance Pacific Northwest Builders (by e-mail) James Wander, Alliance Pacific Northwest Builders (by e-mail) Craig Crowley, DCI Engineers (by e-mail) Jerry Hight, City of Tukwila (by e-mail and surface mail) Bill Rambo, City of Tukwila (by e-mail) Rachelle Ripley, City of Tukwila (by e-mail) Al Johannessen, City of Tukwila (by e-mail) ehw\O: \Plan Review\Tukwila.118\TK18004R01.docx\krb Reid iddleton 7 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director June 29, 2018 Dave Swanson Reid Middleton 728 - I34th Street SW, Suite 200 Everett, WA 98204 RE: Supplemental Structural Review Development Permit PG18-0069 & PG18-0070 Sterling Southcenter Dear Mr. Swanson, Please review the enclosed set of plans and documents for structural compliance with the 2015 International Building Code regarding be plumbing penetrations through the post -tension floor slabs and at the columns. As always, once all items have been reviewed and deemed correct, please provide two approved sets of approved plans and calculations with original approval stamps back to the Permit Center, attention Building Official. If you should have any questions, please feel free contact us in the Permit Center at (206) 431-3670. Sincerely, Bill Rambo Permit Technician encl File: PG18-0069 & PGI8-0070 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov City of Tukwila: Department of Community Development 6300 South -center Boulevard, Suite 100 Tukwila, WA 98188 (206) 431-3670 June 25, 2018 Dear Alien Johannssen, re: PG18-0070: Building review comments dated 6/15/2018: 1. Roof and overflow drains have been added on sheet P1.11. Overflow drains will tie into the rain leader piping after the vertical 90, per Code, and are sized appropriately. We submitted an underground -only permit (PG18-0069) concurrently to get started art groundwork. Please don't hesitate to call 206-588-5158 with questions or for additional clarification. Sincerely, T�� Terris Patterson Project Manager Ocean Park Mechanical RECEIVED CITY OF TUKWILA .1;.,1 2 U 2Zi3 PERMIT CENTER CORRECTION ?€1% OMO June 13, 2018 r City of Tukwila Department of Community Development TERRIS PATTERSON 14900 INTERURBAN AVE S - SUITE 283 TUKWILA, WA 98188 RE: Correction Letter # 2 PLUMBING/GAS PIPING Permit Application Number PG18-0070 STERLING SOUTHCENTER - LEVELS 2-7 - 415 BAKER BLVD Dear TERRIS PA 1 1 ERSON, 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 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "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). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. For clarification, please indicate if the roof drain system shall be included with this permit or a separate permit. Whichever it is provide roof drain details to include overflow details and specify how and where the drains pipes shall terminate to a drain system or outside the building. Specify type of piping system, separate piping or combined system as specified in the 2015 UPC 1101.12.2.2, 1101.12.2.2.1, and 1101.12.2.2.2. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 In order to better expedite your resu,,..,ittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, k pley Permit Technician Pile No. PG18-0070 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 tTh r1 City of Tukwila: Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431-3670 May 31, 2018 Dear Allen,Johannssen and Dawe McPherson re: P'G,18-0069 and PG18-0070: Building review comments: 1. Applicable building codes updated. 2. Plans are stamped and signed. 3. We included trap primer lines on the plans to the drains. Public Works review comments: 1. We initially split out the fixture counts since the underground and L1 were applied for separately as an "underground only" permit, as instructed by the permit technician; they have been recombined and included. I've also included the Sewer Use Certification form filled out. Unfortunately, the signing authority is out of town until early next week, so I won't be able to drop off a signed form until Wednesdaiy June 6th but am assured by the owner that allthe inforrnation Provided is accurate. Please use this in the meantime to process the underground permit application and I'll drop off the signed form next week. 2. Side sewer connection ^'60' to the north is only sized for 6" connection and will be capped. Connection will be made where shown on the plumbing plans and has been reviewed by us, Civil, and the General Contractor. 3. Both double -cheek model's are included on the List of Approved' Backflow Prevention Assemblies as prepared by the USC Foundation for Cross -Connection Control and Hydraulic Research, dated 27 March 2018. 4. Watts 994 will be provided for main water line entering the building. Watts LF007 will be provided for irrigation and trash chute washdown system. The comments are identical for the above -ground and below -ground permit applications. Obviously, the underground -only is the more critical to us at this juncture so please consider that application first unless you are ready to issue a permit for the entire project. Please don't hesitate to call 206-588-5158 with questions or for additional clarification. Sincerely, Terris Patterson Project Manager Ocean Park Mechanical • CORRECTION PG(B cX7O RECEIVED CITY OF TUKWILA MAY 312018 PERMIT CENTER ( • 11111111M1.1.111 •(I CEM KJIlf,1;;ECIIAI:Ig4 /Th To: City.of Tukwila 6300 Southcenter Boulevard Suite #100 Tukwila, WA 98188 Date: May 28, 2018 Project: Sterling Southcenter — 415 Baker Boulevard Plumbing Permit Application # PG18-0069 Underground and Level 1 Plumbing Permit Application # PG18-0070 Levels 2 to 7 Subject: Response to Correction Letter #1 dated May 21, 201a BUILDING - PG DEPARTMENT: Allen Johannessen at 206-433-7163 (BUILDING REVIEW NOTES) 1. The applicable plumbing, codes specified under the Legend box show 2012 UPC AND WSEC. Revisecode to reflectplans comply with current 2015 codes. OPM Response: Plans updated. 2. Provide the engineers stamp, signature and date of signature on all plan sheets. OPM Response: Engineer's stamp added to all plan sheets. 3. Floor sinks, and floor drains upstream of the. main sewer line shall have trap seal primers. Show trap primers where required. Trap primers shall also be located where they can be maintained. Specify type of trap primer and manufacturer. (UPC 1004.1, 1005.0 & 1007.00) OPM Response: Plans updated. CORRECTION LTR# PG 0070 283 - 14900 Inter Urban Avenue • Seattle, WA 98168 Telephone: (206) 674-4553 • Facsimile: (206) 674-4564 RECEIVED CITY OF TUKWILA MAY 31 2018 PERMIT CENTER PW - PG DEPARTMENT: Dave McPherson at 206-431-2448 1. Combine the plumbing fixture counts shown on the Plumbing Permit Application for PG18-0069 & PG18-0070. Provide a completed Non -Residential Sewer Use Certification listing these combined fixture units. OPM Response: Updated. 2. Verify location of the existing or new sanitary side sewer. There is an existing sanitary side sewer located approximately 60 feet North of the side sewer shown on the Plumbing plan sheet. Coordinate between the civil plan sheet and the plumbing plan sheet. OPM Response: Pturnblhg ptan is correct. The other santtary side sewer will be capped. Page 2 of 3 EX SANITARY SIDE SEWER ILOCATION TO BE VERIFIED IN FIELD BY OONTRACTOR1 TQ BE CUT. CAPPED, & ABANDONED AT EX SEWER MAIN c. OV. 3. Verify that all domestic and fire, backflowdevices are approved by the.USC — Foundation for Cross Connection Control — List of Approved Backflow Prevention Assemblies and Hydraulic Research — dated 27 March 2018. OPM Response: Backflow devices are approved. 4. Provide catalog cut sheets for all Backflow Devices including make, model, size, and specifications. OPM Response: Cutsheets included in resubmission. Sincerely, Ocean Park Mechanical Darren Lowe, PE Page 3 of 3 May 21, 2018 f1 City of Tukwila Department of Community Development TERRIS PATTERSON 14900 INTERURBAN AVE S - SUITE 283 TUKWILA, WA 98188 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG 18-0070 STERLING SOUTHCENTER - LEVELS 2-7 - 415 BAKER BLVD Dear TERRIS PATTERSON, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - PG DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "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 seaUstamp 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). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. The applicable plumbing codes specified under the Legend box show 2012 UPC AND WSEC. Revise code to reflect plans comply with current 2015 codes. 2. Floor sinks and floor drains up stream of the main sewer line shall have trap seal primers. Show trap primers where required. Trap primers shall also be located where they can be maintained. Specify type of trap primer and manufacturer. (UPC 1004.1, 1005.0 & 1007.00) Note: Contingent on response to these corrections, further plan review may request for additional corrections. PW - PG DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. I. Combine the plumbing fixture counts shown on the Plumbing Permit Application for PG 18-0069 & PG 18-0070. Provide a completed Non -Residential Sewer Use Certification listing these combined fixture units. 2. Verify location of the existing or new sanitary side sewer. There is an existing sanitary side sewer located approximately 60 feet North of the side sewer shown on the Plumbing plan sheet. Coordinate between the civil plan sheet and the plumbing plan sheet. II 4A, .r .., 7 nn. nn - 111i " my ei-in - r. nni •'1 nii� 3. Verify that all domestic and fire backflow devices are approved by the USC — Foundation for Cross Connection Control — List of Approved Backflow Prevention Assemblies and Hydraulic Research — dated 27 March 2018. 4. Provide catalog cut sheets for all Backflow Devices including make, model, size, and specifications. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. PGI8-0070 OCEAN PARK MECHANICAL INC Home Lspainol Contact Safety & Health Claims & Insurance 464 Washington State Department of Labor & Industries 7-1 J Page 1 of 2 Search L&I A-7, Index Help My [,&1 Workplace Rights Trades & Licensing OCEAN PARK MECHANICAL INC Owner or tradesperson Principals BOGLE & CO HENDRIX, RACHAEL, SECRETARY MARPLES, RACHAEL MARY CHRISTIN, MEMBER HENDRIX, ROGER NEIL, MEMBER HENDRIX, STEVE, TREASURER (End: 10/29/2002) Doing business as OCEAN PARK MECHANICAL INC WA UBI No. 601 880 679 14900 INTERURBAN AVE S #283 SEATTLE, WA 98168 206-674-4553 KING County Business type Corporation 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. OCEANPM024M1 Effective — expiration 07/21/1998— 07/11/2020 Bond No bond accounts during the previous 6 year period. Insurance Hallmark Spec Ins Co $1,000,000.00 Policy no. 77GLO18DB7F Received by L&I Effective date 06/01/2018 06/01/2018 Expiration date 06/01/2019 Insurance history Savings (in lieu of bond) $12,000.00 Received by L&I Effective date 10/07/2014 10/07/2014 Release date Impaired date N/A N/A Savings account ID Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601880679&LIC=OCEANPM024M 1 &SAW= 7/19/2018 OCEAN PARK MECHANICAL INC Savings history 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 Account is current. 959,477-00 Doing business as OCEAN PARK MECHANICAL INC Estimated workers reported Quarter 1 of Year 2018 "Greater than 100 Workers" L&I account contact T3 / DAVID PRYOR (360)902-4804 - Email: PRYD235@Ini.wa.gov 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 Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 09/21/2017 Inspection no. 317945580 Location 527 Fairview Ave N Seattle, WA 98109 Inspection results date 11/22/2016 Inspection no. 317942514 Location 4755 Fauntleroy Way Seattle, WA 98116 No violations No violations Page 2 of 2 a Washington State Dept. of Labor & Industries Use of this site is subject to the laws of the state of Washington. Help us p ove https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601880679&LIC=OCEANPM024M1&SAW= 7/19/2018 0 0 0 0 a a Co STORM 0 2% (19,360 S.F.) INV. EL 0 BLDG. 23.94' - REFER TO avo. MAMMON --r TYP Ar VENEER ll ' 550S152-54 0 Am 150C STUD WALL a- azr sT ! m 4"0 STORM FA (ono ep FT.) ! • 7L THI<ND SLAB I e • FD FA nPO&Ti. EXT, LINO 7 41.0 SAN. 0 1% INV. EL m.i? Z 3 r •STI.. STAI PER SUPPLIER' 4:L1 le 1 I I_ 42/...a.;.a.; .4...: ::. -2.7_ -_. . _t , I , . ; • t. i . GONG WALL W/ %6 i VERT 0 12n0C EF St /6 HOW/. 0 12"OC EF '1 yp 4 -.- TYP AT CONC VIAL VERT 0 12”0C MORI?. 0 120C TYP AT EXT COL W/ #5 EE EP / ' 51 , $ 6 $ CO STORM F6 (haw so. Ft) INV. EL 26.05 L t-- \ ; \--36u0P THKNO SLAB -12' CONC WALL 1 W/ #5 VERT 0 ! 12'00 EF dc ` HORIZ 0 12'0C EF 4.0 SAN. 0 1% THKNO SLAB .• '7-12" CONC WALL W/ #5 ! VERT 0 EF : OORIZ 0 12"Er EF 0- 711 6 0 SAN. FA (355) .t$ rr7 s,. 1 ST - II 1 1 IP AT CM!J :=14ZZEZZZZ7Z2 I_ 1 AT Ni COL A P AT bc 8"0 STORM 0 (19,360 S.F.) R.IV. EL 24331 T V) (61"00j7STOR00 SQ. OFT1.1.4k1 INV.: EL 25.0' Z.) 6.11 sKeta 0 SC;0520.0- 4 3 / ty riaL 6:4;4. (8'460 S°' rr ; ,ga 60 STOWS FM (8,660 so. FT) INV. EL 25.87, -7.1-7.7222 6110 SAN. FA 12' (441) INV EL 25.87h ' ,41 • 0 ..Par.!Tfuri,-Sirla7-7- .117 • 6.0 SAN. • I (441) 4 *; ci • ; 'L---‘14.2:0'1.0.0)11Cin WtAci.ti..rp, 1 . • i ..- 7 -4:,--r...- 661‘11,4 1.4 -SAW. TA" t.----"----..- 0- ......; al (2331 -ersTaattio - (8,660 SO. EsT2 'MO SLAB 641A14. • 2% 60 SAN 0 2% (456) (712) "7. I ttif 1 VERT 0 12.0C EF W,JRIZ 0 12'0C El 1.7151 51 • q I 2.Z.1.22722:L. FET brJ 6.41STORAI 0 % 7._ (87700 so. Fr) .• ikes...,!...,5„- ...4 INV. EL. 25.60' _ .7 ,- Cr) 40, ILAN EDOP THKNO SLAB-, i c..31 -11 i 40 SAN. 0 2% --------------- i (12) I t i ; r - : i . . , •• - , effli- • I ._ .• . i I (64..8504 STORsoM FTFA.) ityRa ,• r. I ' 7 INV. EL 25.87 ; 1 I : 6"0 St. FA Er. SAN. 0 1% PO) ; INV. EL. 24.r -11 12'' CONC. WALL W/ #5 vERT 12`07; EF #0F6Z 12Ct.: I . _ rati ?AI; PERI E TER k/ 1 N.,••••=27.z.r..; e• N. 0 2% 71771 IA 10, TYP AT 1 PERIMETER -1,'"" 1 'I\. ‘ \ 0 SAN. 0 IX 945 WV. U.. 24.3/11 ,\ 2,1 RASE FA II (2) r .0-0 6005200- 43 74000,T •-• IVO SAN.',0 I% 1 (948) N N ‘\treat idire SLAg : sTilh7ND. S,.;• _.1 V I (951) • I • . Etj -STI STAIR PER SUPP •'FR ,, t, ,______ ___ ''' 7.....svirRtletU W32A.I. We,/ (#25.411t.- CONCMTSLAB ON. 2,..in IZ 0 48 C, TIP] PER PLAN NOTES 7 Zt.Z2..:2"..Z.2:2;:.'22:2247.777 2-77"," • • • • THKN) SI.AB CONC PARTIAL, HEIGHT CONC WALL. 6'0 S#N, 0 22 \ qS-55) TW AT r-.12" CONC WALL Ye/ 45 / VERT 0 12".0C 0:4 05R12 0 120C Eg, j/ ALONG GRID C.10,1 UNO /17 1.:4•4•°N)7.0UOCr•-A.W."427a7r-Ten GRADE PER PLAN NOTES S7 A0 .7 281-0'. L ! 1' j r -r INT COL -N- E 777N L --Pi- - I 1 I ' ‘ I i3.r,r''771r., 4'0 SAN. FA L 1 rap r;•4'0 FLOOR DRAIN FA ' JAY R. SMITH MODEL 0025 GREASE INTERCEPTOR (25 GPM FLOW RATE) 2 x 2'8 VEN1S TO ABOVE. [30"DP THKNO SLAB -t- .7.1W 11 s`N 4'0 FLOOR DRAIN FA I N, 4 48 1] e CM!) WALL W/ j5 VEja 32."0C & (2) 6ORIY 0 4 arOC, i ._...'_Ea.. .. a.,- ‘ ....r_i: - 17-22.2.:r..Z.7 IZ2ZZ2ZZ.:=2.27.2722.L.1.Z....L.C.e„ . 1 i ! , - €10",01:7 111K NI) SLAB . . , . . $ I i 1 ,...4.1 7-,Z. rr-anntZe 1 7 .77.Z.:4 El' Vii i 1 I I! tSi2a2L+11§ • i ... i • /6'• 2.0 VENT TO ABOVE - 5 30"DP THKNO S1_543-, to SAN. 01% (953) assi SAN. 0 1% m 6'0 SAN. FA 12_19 (290) 40 SAN. 0 2% (31) 5 4.0 FO FA 4'0 SAN. • IX . • I ! i .--:4%-/i7 ',WED SLAti -12' CONC WALL W/ *5; L.,,..---. ‘71:1R I 0 FrOC EF et 0RIZ 0 Er0C LE __ ; .7--SIL STAIR IP S-UPP 1ER 111 ''Lli;;Z:6"4" ; 1;1 ADS 62 -54 0 N AN. FA • Le, r SAN. 0 21 trzzzz., _C Th.2222; •S! Se pP AT 7...... s ,, .-N. ,,--8 CMU ALL wl #5 reel SAN. 0 511 SAN. 0 2% \ 1. k.At.• "......„..."- VERT 0 .20t (2) . POR!Z 0 48'1 CiTYP "DP ,•401-/-i, _ I (363) (371) i 1 r,22:1.,.:Z:77.:1.7 Z.'../Z.:.7.;:7,.... 1 '''' ./. /7 /t37:20rN. FA I 4.0 SAN. 0 IX i IA I W. EL 22.7 ..r NAT /1.47.1111.:AWSL7t.7"..; ' 7LFirfaz!.(tri:in. Tatattgakt, a ., : ,.• • Li ! I I 4 / s 1 $ $ I ,., .$ il 1 i n in n.......J.,....._ ._ { CI VE12;01;°: CI 2:trOACLLEIV74/c i 1 1-7P AT NTIC4: 8'0 SAN. • 1% .• (1,256) INV. EL. 23.69' SAMPUNG TEE E� SAN. 0 1% (1,287) INV. EL. 23.51' (2;DP THKNO a'o STCRM FA INV. EL. 2&71' AB #J,f ..•?; 0 R RID iN''. LATI P K.il I I M. erl 2' 70N.....:, W71) i.....;.! 0, .4 ;fr. ...C.: EV.; Pi ,.,L V.1 ' I 40 IFD FA Lgi i :di t 4-0 SAN. 0 22 WVIEL 22.55' 1r0 !SAN 0 22 (2,283) INV. EL 22.06' 6005200- 43 @ 400; EXT, UNO- er SAN. 0 2%1-1, P THKNO SLAB CO'FLOOR DRAIN FA TEE _..e . . ''''' STORlie 2% T- (19;345.50. ff.)- INV. EL. 0 BLDG. 24.52 - REFER TO CPAL DRAWINGS -77772-7 TW AT VENEER Lt PIP AT VENEER 1YP AT EXIT COL 1 TIP AT EX'? STUD 1 DP AT VENEER 8'0 STORM 0 2% 19.345 so. Fr.) TWA: 25.58' EY,T COL FP AT DC STUD 0 4' 18 0070 2'0 VENF FROM OIL INIERCEPTOR TO ABOVE. re so‘ o (2,3o7 FP) NV. EL 10 SSSCO 20.96' - REFEll TO CIVIL DRAWN • I Ss- -e 12CONC WA VERT a 12.'0 4'0 HUE( DRAIN FA 4'0 FLOOR CRAIN FA r-FEVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 3 2018 1 City of Tukwila 1 BUIL G DIVISION 0 W Er. V03,6 CI ET 21.-3" OLDCASRE MODEL #660-SA GREASE INTERCEPTOR (1,000 LBS. GREASE CAPACITY). GARAGE OIL MIERCEPTOR OLDCASITE PRECAST MODEL #253-SA-125 125 US GAL C/W GAS TIGHT ACCESS UD, OWLET lEE CAPPED AT TOP & ELECTRONIC TRAP MINER ENSCHARCANG GAL MIN. PER DAY INTO INTERCEPTOR TO MAINTMN IRAP SEAL 6' x 6' x 6' 0/ 18' EXTENSION. RIM EL. 28.0' INLET EL 22.78' OUTLET EL 22.61' BASE EL 21.01 PROVIDE PRECISION PLUMBING PRODUCTS FLOOR DRAIN TRAP PRIMER MODEL PR-5007 AUTOMATIC PRESSURE DROP AC1114A1ED TRAP PRIMER VALVE (PRIMES UP TO 2 FLOOR DRAINS). PROVIDE PRECISION PL G PRODUCTS FLOOR DRAIN TRW PRIMER fRESH WATER YSIEMS MODEL JU-4. COPPER 1300Y DISTRIBUTION UNIT MTH 4i FPT BRASS DISCHARGE FlTIINGS & WO MALE NPT COMPOSITE INLET. NI] OCEAN PARK MECHANICAL 5283,14900 !NM MOAN ME 11.-PIIONE 2064744553 SUM WA 98158 FAMMILE 206744544 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 71 Alti 3 t. ZirC) Sae- si2,0 oig REVISIONS DATE DESCRIPTION 06/25/2018 RE -ISSUED FOR PLUMBING PERMIT 01' Oa • •• • DRAWING TITLE FOUNDATION PLUMBING DATE JUNE 25, 2018 DRAWN BY PW SCALE P1.0 0 - 0 0 DOWNSPOUT 1-^" r, ki 4.0 (4,000 12_11 (88)1 40 01.00R DRAJ DOWNSPOL4—; 12) 2-0 AREA DRAIN FA 1 4'0 STORM 0 1% (1.675 SO. FT.) 1 Am CO STORM DN. (1,25Q SQ. FT.) INY. EL 46.28 tak 311 AREA GRAIN FA (750iS0. FT.) roir TA (2.5) rzt 3.0 IAEA DRAIN FA CCM (750 SO. FT.) 1 (175 SQ. rA.DRAIN_Ek. FT.) INV. 47.89' STAIR c 2.6 4, FA (3,9 SQ ET.) 4. Itclf. a 47.77' (RE SS 90' ELBOW 410 SAN., N. (130) ! 41:0 STORM FA Ak II, A .414, 40 SAN. (36) 3"0 FLO° DRAIN FA WO CV/ DN. (2.5) 6.41 STORM 0 1% (3.960 S.F.) Nc.? AREA -SRAM -FA (140 SQ. FT.) L d L UNIT B.1 Lai 820 SP 3-0 swim: caa:- it 047 11- THEATER t11611 663 SF 2 struirget "Pi , . 4 RWL F (2 •1 SO .) ciftRopHioN 981 SE STOFOA DN. 8.680 88. FT.) 6"0 STORM DN (4,850 S(1 FL)14---- INV. EL 4873'1 20 AREA CRAIN FA0( (195 SQ. Flp ST 4.0 STORM 0 1% (1,715 S.F.) — 4.0 STORM 0 1% (Z050 SE.) e 60 STORM 0 1% (5.240 SO. FT) a siALL, 101AL•- ; 1 + 28 COMPACT+ if ADA) t.. 4-0 NV& FA 1/4%21(3,400 SQ. FT.) re HOSE BIBB CW DN. (5j.a5) 4.2 VETP 40 SAN. FA (36) DOWNSPOIJT -- a '114113•51116SVAlleirAISIIIIII, NOV ir -a sANT.frilAusar---- / (52) WITH MTL GRATE I / COVERING 1 30 AREA DRAIN FA I (750 SO. FT.) t CI SAN. FA (60) riELEV'SLG138-* 113V,62SEML.16r..3:riiin5 kno HOSE BIBB 6-0 STORM 0 1% (10,595 SF.) INV. EL. 46.81' 4.0 RYA FA / Dkr;%. 31205 ST 6.0 SAN. DN. 1 m 1 (327) orem.--.0 0 RV& FA /7k 820 SQ. 4'44 RM. FA A \ (3,080 SO. FT.) 2.41 GAS 0 2 PSI FROM BELOW (2,691.6 CFH) Er, STORM DN. n (19,345 SQ. FT.) Tkp IN/L. E46.0' 1' IRRIGATION (1.05 GPM) 0 4' 8' I ORAIA116 NOTES. 0 $.0 GAS • 2 PSI TO ABOI,E (2,100 CFH) & 6"0 S.S. DOMESTIC COLD WATER ABOVE (2,552 FIJ). 0 lis0 GAS 0 INCHES PRESSURE TO BBQ ABOVE (32 CRO. 0 re GAS 0 INCHES PRESSURE TO FIRE TABLE ABOVE (120 CFH). — SA14 & 20 VENT: ro WA TO JANITOR'S SNK (2.25 / 2.25). ......„ 1 (.8) tr0 GAS 0 INCHES PRESSURE TO CHEFS KITCHEN COCKTOP ABOVE (57.6 CFH). N 16' 0 --- F6R1 FFOIEWED • 1 CODE COMPLIANCE i APPROVED 1 1 1 .111 1 ,3 WS II I • 1 1 4Y of Tuk_111 G 1 122_ 1NDIV1SION 007 0 NI] OCEAN PARK MECHANICAL 11283,14200 INTER MBA Alt TELEPHONE 206.13744552 SEATTLE. WA 961E8 FACSIMILE 2064744664 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 JAS 1 2115 REVISIONS DATE DESCRIPTION 06/25/2018 RE -ISSUED FOR PLUMBING PERMIT DRAWING TITLE LEVEL 2 PLUMBING DATE JUNE 25, 2018 DRAWN BY PW SCALE P1.2 2'0 WAS 2"0 AREA DRAIN t t (175 SQ. FT.) 1'0 IRRIGATION POIN 4iF�C0�1 (1.05 GPM). 3'0 AREA DRAIN (750 SO. FT.) UNIT C.2 E33T1 1207 SF UNIT C.78 334 t 1207 SF STAIR A198 C.2 PATIO AD C.2 PATIO 349 56 SF (3 GPI UNIT 8.2 3'0 FLOOR DRAIN UNIT A.2j E3o4_1 3'0 FLOOR DRAIN A.2 PATIO 3'0 AREA DRAIN (750 SQ..FT:) .. 7$"0 HOSE BIBB,--y I I UNIT A1 L__J 333 •.a7 s 8.2 PATIO 0. C , - 1DOR 3003 767 SF UNIT £3.2 6,2 PATIO 0 82 PATIO . UNIT B.2 326 1 762 SF 8.2 PATIO UNIT B.2 764 SF WhYtch �HO�L,j44A fi: it vUtl'!.1 STAPNI »"0 CW DN. TO WATER BOTTLE FILL STATION. 4'0 SAN. DN. ..,w.�._.._.. .ssl.rep::imtiAalbWlr{^(36) Ci 3 0 AREA DRAIN 15 (750 SQ. FT.) ie. RWL FA / DN. (2,850 SQ. FT.) »'0 HOSE BIBB 3'0 AREA DRAIN (750 SQ. FT.) CO SAN. DN. (36) FITNESS4 L 345 072 SF CHEF 'H KITCHEN DINING Lam? 417 SF 2'0 EI(9M �. 2'r (20 GP (:ORR OR ::595 SF UNIT 8.2 323 1762 SF (11 GPM) TWIAWOMMYMIT 121 uF UNIT C.5 313 , 1190 SF 764 SF ��iww"wvwv$v� - 'EASEMENT 'BELOW UNIT C.3 „322_ I REVIEWED FOR CODE COMPLIANCE APPROVED JUL a32018 City of Tukwila )ING DIVISION DRAWING NOTES: (1' 1)¢"0 GAS 0 2 PSI FB / TA (2,100 CFH), 2'0 DOMESTIC HOT WATER RECIRC. TA (31 GPM) & 6'0 S.S. DOMESTIC COLD WATER FB / TA (2,552 FU). O2 }To GAS 0 INCHES PRESSURE TO B8Q (32 CFH). 03 ro GAS 0 INCHES PRESSURE TO FIRE TABLE (120 CFH). ® }r0 C OiNCHES PRESSUEF'S KITCHEN COOKTOP (57.6 CFH). 0 ZURN Z1180 SCUDS INTERCEPTOR FOR SALON SINK. OCEAN PARK MECHANICAL 8283, 14900 INTER URBAN AVE. TELEPHONE 2066744553 SEATTLE. WA 9816E FACSIMILE 206674-564 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 06/25/2018 RE -ISSUED FOR PLUMBING PERMIT DRAWING TITLE LEVEL 3 PLUMBING DATE JUNE 25, 2018 DRAWN BY PW SCALE 1A"=1'-0" 0 0 0 •,. UNIT C.2 .4p1.,1 1206 SF ynrrC.2 / 402-1 1209 SF .. ... 3-r2 _t • YI !UN VTAIR A"- IF.;166i;j 10 SF 0P ----- 1 r--a-n i I I i 1 I I I I L L.,. UrNzIrc2C,12 TM Sr UNIT C.2 1209si, -T I I II • I • 0 L 4 11 ! I L Imo UNIT 8.2 r 403 1 764 SF .1 , LN4 ,.__,i, ,,_ Thi 41 .....---.------1."-- 40 RN. (4,000 SQ. FT.) i c...? t I ti 1 i 1 If' sTARC ;f—, anncl-- ---`-- ... 195 SE.,-* • 4 I ! t 1.4 I I : 011 • • ; 1 r • .CL LQ. UNIT 8.2 Er/4 -1 764 SF UNFT 8,2 r Tr] 764 SF 4.0 RM. FA / DN. \Sr (3,420 SQ. FT.) PUCE= I o -1. I , _ r cO_Pl. FA / DN I (3.000 SQ. FT.) tt. s I I I NIL ° I I I I I I I I --.4-44.-II 406 j 7E.1ef r • I 3111:fl- 1 1 4. rl e • ILJ 41NITT 8.2 4081 764 SF 1 4 UNIT 8.2 L 42(.1;1 -144 SF ir UNIT A.t W§7 CORRIDOR; • 2 SF I I 1- 1 LEn I I I I I I I I UNIT A.I 4- -4 43, 509 SF 4 UNIT 0.2 44Fs I 'Fir Sit ri UNIT 1 il 575 SF • 1• UN/7,0.2 4Sti 74 rfn 40 RYA FA / DN. ‘4....2? (2.750 SO. FT.) -... II I 'AI I s I 0 •0 RES; STORAGE : 1 24 SF S TT UNIT AS (TYPE A) fl7414 J SF FA / DN. (2,850 SQ. FT.) ELEC. CLOSET DEL] 77 SF I ICS' I 4-J flan,. rj- P ' '14 i I r 0 C. ll I 1 I 4.0 RNi.s;A / In jo (3,400 FT.) . • ! \ . I • ---r.• -. I _- . . 1 ! L . - ; -F CO 31-..-.....- 41---1 `'''" • . , I,- . 1..... i . I jI ___ , .... .--.. UNIT i!„..4ift PE Ar ‘.! e9F. , I , -1 e = TRASH --- [452 a r -4.771 a "T-- Lz - • UNIT 82 L 427 j 032 31 41 ..... T.__ UNIT Ai ...... ! 416 1 516 SF MIT A.2 571 SF UNIT AA [7101 739 Sr 41- EIF I I STAIR 8 ! I 594 ..!//t ••; ELEV 2 ORRIDOR 2462 S LLI s I j J I UNIT 02 Ll 42:1 764 -AP F 4 I 4.1 UNIT C..4 412 1325 SF l. I ! I I I • I I rip‘e‘r . . 1:10,111 as, -r 4'0 RV& FA / ON.@ (2.400 SO. FT.) UNITC46 [-4,3 119ISF UNIT 132 784 SF DN.® UNIT 8-2 1211.•12._I 764 SF L._ do k-L—JI I I vA, 727: 0 4' 8; 16' —8 —6 REVIEVVED FOR "— CODE COMPLIANCE APPROVED JUL 13 2018 City cif Tukwila BUILDING DIVISION GI iaa orb DRAINING NOTES: C;) 1F0 CAS 0 2 PSI FB / TA CFN), 2'0 DOMESIIC HOT WATER RECIRC. FB / TA (31 / 34 & 611 S.S. DOMESTIC Cal WAlER FB / TA (2,552 11.1). [PM] OCEAN PARK MECHANICAL 828.3. mooKIERUMWAVE TELEPHONE 206.6744553 NAMWPM/18 FACSPOLE 300744564 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 EXPIRE AM 20i1 • /cc surv..e„. Ioftil ieff REVISIONS DATE DESCRIPTION 06/25/2018 RE —ISSUED FOR PLUMBING PERMIT DRAWING 11TLE LEVEL 4 PLUMBING DATE JUNE 25, 2018 DRAWN BY PW SCALE P1.4 0 0 8 0 0 0-- - L • .. r C.2 109 SF • • • • • • • • • L_ I UNIT C,2 532 1209 SF ••••111 •.1.14•10 .......-...* i ....1f-..1.....1......7.S-...... UNIT 8.2 503 764 SI- - QL Aa! • •i- __I ril • I l : I .1- 1.-..1 L _ _ 1 UNIT 8.2 5D4 764 SF 1)4911 1;17- I I I I I I 0 ......_ UNIT C.2 I II 1 II 1 / I iiii... 1 534 I 4 1206 SF I • e I i 0:` i i i I • i.. sszrzzvwuzwItm UNIT 8.2 164 SF' 47.0_Nwl. FA / DVLL (3.99b SQ. FT.) • irlirror UNIT 8.2 764 SF 40 Rt. FA / DN. (3420 SQ. Ft) • • UNIT 8.2 1-1•' •• - • ...•••••• 17•••1 IS r .1111 11 UNIT 8.2 52•3 i 764 Sr CORR.IDOIL. • • I 032 Sf' I UNIT A.2 1_19-] 575 SF 4 • Er - CORRIDOR [ 500A - 2C.` SF UNIT 0.2 L-576- 762 SF -r-1 1 ---T1 1 / f --I ••••••••.I r 1 1 ! , 1 1 r--I-- •4'. IL_ j ili s ' '''. 1 ‘ i I r7P 4 u., UNIT 8.2 507 1 /64 SE UNIT 6.2 I I 11 I I I I 11 1 I 1 V- 1 1,11 -71"44"T-I. • • , 4'0 RVIL • (3,400 SO FT.) i,C;) Qa• iLILI.E.••pm•M UNIT 8.2 767 4 / • 1 • ,,,„ .... ........ I• I L 1 , • C • RM.FA / ON (2,750 SQ. FT.) LONII 19.3 516 JLii i.4. ( _.1 1 11, 1 L-J • ,101•1101•••••••••••••• j RES.STORAGE I 6501 240 SF ELEC. CLOSET 77 SF \'`• • 101111181 -14 1, • •,,r4 .. ; •fr- r‘l 1 1‘. 1-* • . r---• 17-- , 140 Mt FA / DN. (z850 SQ. FL) I t i 1 1 t i i 1 i .4 ;5 . 6 r"'""'f-/,••=r•-,4-,--•,.....--,.. ji • It ;Az/ i • -• .1-7. • • I • ••., 1 • • • • -J - - - I • 4.0 RV& FA t•ON,, (2,820 SQ. FT.) • • • ; • • • • UNIT B.2 1515 754 SF ...- ;:r• i goli . T.- 4.‘ . r - • I r.rg-ITIL, .-1 utaT!t,2 [ sis 764 SF VUWUNWVe,- .• 1 1 I I 4.0 RM. FA / DN. (3.080 SQ. FT.) 14-1 44-r- 14 UNITA.4 520 t 739 SF UNIT A.2 571 51F • 1 I 1 --J I / I / 1 I r t II Cr 1 • - .-- 1 . I I I • 1 STAIR 13 • 1194 SF ! 4"0 RWL FA / DN. (3,205 SQ. FT) loELtac : 3-1 123 UNIT Ell 44 SF 4,4140,4rigl 44 07.sros. UNIT C.1 F-5.31 12/7 SF 0 4' 8 16' so CODE COMPLIANCE APPROVED JUL ".1 (f, 2618 City of Tukwila BUILDING DIVISION 1?&(80- 007o ORANIN6 NOTES: ()) CI Int GAS 0 2 PSI FI37 TA CFH), 2.0 DOIAESTIC HOT WATER • RECIRC. FB / TA (34 GPM) & i90 S.S. DOMESTIC COLD WATER FI3 / TA (2,552 FU). c m) OCEAN PARK MECHANICAL 149001tinfl URBAN AVE TELEPHONE 206.674-4553 SEATTLE WA 98168 FACSIMILE 206674-4564 FRCJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 . „. .., . , - . •-•• i'•,-•k \ • ''''! 1..I\ ...; ..,.... :4•••••-.-- ii‘ii .i.!' n'o- Z.; REVISIONS DATE DESCRIPTION 06/25/2018 RE -ISSUED FOR PLUMBING PERMIT DRAWING TITLE LEVEL 5 PLUMBING DATE JUNE 25, 2018 DRAWN BY PW SCALE P1.5 0 0 - UNIT C.2 rn 1209 SF UNIT C.2 632 1209 SF UNtT C.2 Nst 1209 S 1 c. L__ I L 1. 7) rt..: I o f 1111 STAIR C I II I II L --a- -J ..... 4•1•4aAlady•-•• \ 40 R`AL FA (3,990 SO. UNIT B.2 ar4.11 764 SF i 1 i 1 UNIT A.1 11:71,/.3 567 SF UNIT 8.2 1_1693 764 SF 237.375) 2T0 'Oaat UNIT 8.2 L.9L1 264 SF -ctri7 tat • a a a WI': CCPPER : , _4 iiHarer Ill -N.--• - i 1 L 3 • rs' 1,-... t ,/ --t.- -I --P I L UNIT 2 9.66 764 $F UNIT 8.2 [ . 'ea .1 764 SF r - -4 i Ian j 509 SF •••••••,14 rim FT 00B. 632 SF • --'1 !I --; UNIT 19.2 F6?71 - 762 SF • --ri , 4TO:RWL FA / DN j:- ,1 j - (2.752 SQ. FT.) t r 1 A --J 11 I k I WO (471.875) (516.2$) " °1• • il Tr-ii E: li if-, ONirai • FT.) •1/4•Z'c UNIT A.2 ry:F, 576 SF I I RES, STORAGE IGO I 242 SF [1' UNIT ftc.8.gPa AI 614 4.0 RIM_ FA / 014. 5(.1. FL) r UNIT A 2 b j 575 itirmt•mnonnznenammins• Ltc:. CLOSET 77 nr - I I I I I I I I I I n_r--i- , UNIT Al •511 40 (1,055.125) (1,130.75 1328 $F 4.0 RYA. FA / (2 490 SO. FT.) 1). UNIT 8.2 769 SF UNIT CI 621..1 19.3 SF UNIT C.3 Leal 1277 SF 0 a' 16' REVIEVVED FOR CODE COMPLIANCE APPROVED ill) 13 2018 City of Tukwila SOWING DIVISION 180070 pRANIN5 NOTES. CAS1) 2 PSI FEIT TA CFH), 2.0 DOMESTIC HOT WATER REaRC. FB / TA (34 GPM) & 0 S.S. DOMESTIC COLD WATER FB tc 44 COPPER DOMESBC COLD WATER TO ABM (2,552 / 1,4134.5 FU). OCEAN PARK MECHANICAL 4243,14900 INTER MAN AVE TELEPHONE 2064744563 SEATTLE, WA MN FACSIMILE 206474564 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 j414 .r 2trif' LT, • p la REVISIONS DATE DESCRIPTION 06/25/2018 RE -ISSUED FOR PLUMBING PERMIT • . . DRAWING TITLE LEVEL 6 PLUMBING DATE JUNE 25, 2018 DRAWN BY PW SCALE If3"=11-01' P1.6 8 8 0 o 8 -r UNIT C 2 EMU 1209 SF UNIT 52 I.7°2 1 1209 SF ,..• 4e. . LBTAITI A ; tS.00A1 108 SF L-- UNIT C.2 L732 I 1209 Sr UNIT C.2 1 .734 I 9209 SF .0.91,4 .1-1/ L 1 UNIT B.2 I 704 764 SF UNIT B.2 1 7.174-SF UNIT B.2 ort 764 $4 I UNIT B.2 Lzai 764 SP S477:44,04:4.- 3 0 (313.125) 1 4'0 0 GAS 0 2 PSI CFH) r 4- L (881175 r-r it ▪ 1 _ - - c004-7V -ran, - AMASS 2 PSI TO MUA-R-2 _J 1 (2501.7cRin 1186 SF 3'0 OVERFLOW FA 30 ROOF DRAIN FA / RVL DN. (3,080 50. FT.rcn_i 311 ROOF DRAM FA / 4•0 RIL DN. (2,490 SQ. FT.) VF-RFLOW FA UNIT C. AL; t191 SF 3'0 ROOF DRAIN FA (2.850 50. Ft) r. MERFLOW FA UNIT 8.2 715 764 SF 3.0 OVERFLOW FA 3'0 4'0 (2.8 UNIT B ; , 19 T54 SF t 4 (564.75) L r - 1 1 4 LJ 1 -70 IN yYI L - JL - J fi e e re----19L. I 1 r a _ _ in/ i(,(120751 • UNITE:2 tOrkirai DRAIN FA / • RV& ON. 1 [--2.I 1 r - s - 3.0 OVERFLOW FA P-1 n D 2462 SF :2•0 c(249.75) .91. 1 I I. •-• - - - - • 9 -1 yrirr Ilt2; j 728 j 764 SF r I IOU I 10 b. ... L-- UNIT A.2 FIZI1 J74 ..FP 4 trill' Et 7 3.0cRoOT, DRAIN FA RM. ON. •YJO SI/Ft) - Jr , - - - 3'0 oiftlecrii-, FA 1. \ t A UNIT B4crlrE-AT '1'1 / I. 724 1 Lt- - Air - J 1 3.0'- (3 4-0 1.8751 \ (411 213) JD 0 I 0--11 ;30 OVENFL95-12Fpfl rie I _ tint ite UNritS2 LT11 I 616 SF -t. 4.0 (494. W11 REP STORA414,5017‘ CAA • 2 " r0 AS 0 2 PSI FIRWr MUA AB (100 CFH) L _ - UNIT A.4ATVPE A) 1;7 Lt 1-714. 1 41'0 RV& - 10(2,850 . Fr.); r UNIT A.2 1_116_1 575 SF 1 1 4.9 -'I 1 1 1 1 UNIT A.2 r7W1 571 SF UNIT A.4 1.729 I Tao 1'0 GAS 0 2 Mt.' -(450 tfle 71.1, 17.\01 1 11; r+a -11 1)941 113.2 '64 BF 0 -o 16' N Pt 13- 0070 r-REVIEVVED FOR COMPLIANCE APPROVED JUL IS 2618 City of Tukwila BUiLDING DIVISION PRAHIN6 NOTES: CI) we WATTS #009-0TS RPBA FOR TRASH WASHDOVR4 (HOT WATER). 0 1r0 GAS 0 2 PSI FROM BELOW (2.100 CFI), 211 OCIMESOC HOT WATER REORC. FROM BELOW (34 GPM) & 4"0 DOMESTIC COLD WATER FROM BELOW (1,484.5 FU). (17 1%0 GAS02 PSI TO CFH), 20 DOMES11C HOT WATER RECIRC. TO ABOVE (34 GPM), 0 DOMESTIC COLD WATER TO ABOVE (1,484.5 EU) & 4a0 S.S. DOMESTIC HOT WATER FROM ABOVE (1,484.5 FU). OCEAN PARK MECHANICAL 4793 14900 HIER URBAN APT TELEPHONE 2066744563 SEATTLE WA 98168 FACSIMILE 20E6744544 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 2,34 t 247 0/24it°111 Cet 111 gt„n REVISIONS DATE DESCRIPTION 06/25/2018 RE -ISSUED FOR PLUMBING PERMIT DRAWNG TITLE LEVEL 7 PLUMBING DATE JUNE 25, 2018 DRAWN BY PW SCALE Ig=11-0' P1.7 11 0 -1- r I STAIR C OVERRUN -1r tvir r1 11 11 P1 JI- JL r -t- 11 33 it Ro _ r— PHOTOVOLTAIC PANEL ARRAY SIZE AND LOCATION PER MANUFACTURER — VERIFY LOCATION WITH STRUCTURAL 114 -1r II I 14 11 /3\ 3"0 ROOF DRAJN & 3'0 OVERFLOW \t/ (3.420 SO. FT.) -- -a- 0 DO NO11 PLACE PV PANELS EAST pF GRID G '4 11II 4 11 I. il if ii ii ii 11 rf // if if i ii 1 ti i I II I{ II II II el / it II I il a I -It-............................JL•I JL ____ -_ II •1I/ III II : il i: A 11 li II II 1 1 if I 0 II 11: I II il :: I 1 i I JL ' 1! ii ' ii Fl II ' II II II If 11 /I II • li , ;II ../" f 1 411 . ...ja:. I; 13 II 11 I. II i i {I I II . - ‘ \ i44 u I II II i I II li I: 11 l JL A .z. \ J. _t J11- { 11 1 I 1- -'\ . 11 II II II II; 1:. II 1 ll II tl II %I 1I:i 1\I '. II 11 II •• i aII I t .i4 { 4ilt1i ... -1{- ir ir ze - .. nr II II I 1111 1111 1: 41 I I C‘ rt.' .aust.i.r• cd.csa.Olv ..,, r r k i • io30 ROOF DRAIN & 30 OVERFLOW (3,990 Si FT.) 30 ROOF DRAIN & 3'0 (3,400 SO. Ft) 4' FIRE RETARbANT PLYWOOD SHEATHING FOR ROOF STRUCTURE ON BOTH SIDES OF FIRE WALL RD OD OVERFLOW/ \\ (275 SQ. FT.) r. AS )0 2 PSI FROM BELOW r r0 GAS 0 2 PSI FROM BELOW /1-7"1/\ i I FOR FUTURE KITCHEN MUA V I (200 CFH) /1 I _J FOR UPPER ROOF R ROOF. SPLASH (385 SO FT.) tRASr-z(1-11JTE / LINE OF CANOPY ABOVE / 30 ROOF DRAIN & 3'0 OVERFLOW “\--zy (3.205 SQ. FT.) LINE OF CANOPY -- -z ABOVE CONTROR riai!I . szi SP )4.0 HOSE It STAIR 10541 ELEV/2 OVERRUN 0 t 3"0 ROOF DRAIN & 3'0 OVERFLOW (2.490 SO. FT.) IF0, HOSE BIBB W0 FB (25) \•. 30 SCUPPER F� UFtER ROOF 001%01 TO LOWER ROOF. \ SPLASH PAD BY OTHERS (140 WTI) 30 ROOF DRAIN & 3.0 OVERFLOW (2,850 SO. FT.) SO ROOF DRMN & 30 OVERFLOW (2,820 SQ. FT.) 3.0 SOJPPER FOR UPPER DONN TO LONER ROOF. PAD BY INNERS (270 $O Ft) F BELOW 30 ROOF DRAIN & 30 OVERFLOW (3,080 SO. FT.) -4 A 1- 0 16' 0 N rThiTEWEbFOR E COMPLIANCE APPROVED JUL 13 2018 City of Tukwila BUILDING DIVISION P&I Fir oo70 • DRAWING NOTE5: 0 1W0 GAS 0 2 PS FROM BE .400 On). 2.0 DOMESIIC HOT WATER RECIRIC, FROM BELOW (34 DNA , CO DOMESTIC COLD WATER FROM BELOW (1,484.5 FU) & S.S. DCIIIES11C HOT WATER TO BELOW (1 484 5 FU). m] OCEAN PARK MECHANICAL t28114900 INTER URBAN AVE TELEPHONE 2066144563 5EA111.E. WA 911161 FACSIMILE 2061/14-4584 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 4 .AN 28' 11,11111"--67 REVISIONS DATE DESCRIPTION 06/25/2018 RE —ISSUED FOR PLUMBING PERMIT DRAWING TITLE ROOF PLAN PLUMBING DATE JUNE 25, 2018 DRAWN BY PW SCALE P1.8 ROOF LEVEL 7 LEVEL 6 LEVEL 5 LEVEL 4 LEVEL 3 v1E HW (58.125) D1 I 1» CW (75.625) I% HW (46.5) IW CW (60.5) 1' CVl (45.375) 1' HW (23.25) 1J(' CW (30.25) % HW (11.625) #' CW (15.125) )¢"0 BALANCE VANE (1 GPM - TYPICAL) LEVEL 2 A ❑A ❑A 14" HW (59.625) 1$ CW (71.625) 1){" HW 51.75 1)¢' CW 62.75 1W HW (43.875) 1 " CW (53.875) 1)4' HW (36) 14 CW (45) 1" HW (28.125) 1)4" CW (36.125) 1' HW (20.25) 1' CW (27.25) r HW (8.625) %" CW (12.125) 3(' HW (7.875) CW (8.875) BALANCE VALVE (1 GPM - TYPICAL) *4-2 LEVEL 1 WATER BOILER ROOM /803 ROOF WATER BOEER ROW 1603 ROOF LEVEL 7 IEWI. 6 LEVEL 5 LEVEL 4 LEVEL 3 LEVEL 2 O1o0i&®S Iy2' HW (58.125) 1 yA" CW (75.625) (1,484.5) 4e (1,484.5) 40 5S HW 1,484.5 4"0 CW (i,eo7) Ye (34 GPM) 2'f (30 GPM) 6"0 SS (2 552) LEVEL 1 40 BYPASS 4"0 WATTS MODEL #115 PRY WTH 2"0 WATTS MODEL #223 BYPASS PRV. 1»' HW (59.625) 1»" CW (71.625) PO (CAPPED -OFF) 1'0 (1.05 GPM L3) DRAIN (GLOBE VALVE) WATER METER SUPPLIED BY OWNER. WRING BY OTHERS 1'0 WATTS MODEL 007M2QT-S DOUBLE CHECK VALVE ASSEMBLY FOR IRRIGATION (1,484.5) 40 SS (1,484.5) L2"e (34 GPM) 1X' HW (39.375) 1)(" CW (44.375) IJ(1" HW (31.5) 1J(" CW (35.5) 1" HW (23.625) 1' CW (26.625) % HW (15.75) t" CW (17.75) 3(• HW (7.875) % CW (6.875) W0 BALANCE VALVE (1 GPM - TYPICAL) 00011mmm®ittitntit COMPRESSED AIR WICK COUPLER (SUPPLIED BY OTHERS) MASTER VALVE (SUPPUED BY OTHERS). WIRING TO IRRIGATION CONTROLLER BY OTHERS 1"0 WATTS U513-Z3 PRESSURE REDUCING VALVE. IN-LNE FILTER (SUPPLED BY OTHERS) CINCOMING 6 0 D.I. DQM*ES TIC CW (2,552 FU / 380 GPM) f 6'0 WATTS MODEL /994 REDUCED PRESSURE BACKFLOW PREVENTER PIPED TO FUNNEL FLOOR DRAIN 11)4" HW (39.375) 1W CW (44.375) P/T AOUASTAT 10K OHM SENSOR ft (34 GPM) A A v1i4' HW (43.5) v 1W CW (58) 13• HW (35.625) 1)(• CW (49.125) 1" HW (27.75) 1W CW (40.25) 1" HW (19.875) 1' CW (31.375) HW (12) 1' CW (22.5) HW (4.125) % CW (13.625) )k' HW (3) W CW (2.5) J¢' HW (1.5) WO BALANCE VALVE CW (6.5) (1 CPU - TYPICAL) -I01D44i C ©� DD4O D❑ v v C 3'0 - TYPICAL T & P REUEF VALVE PIPED TO DRAIN - TYPICAL VACUUM RELIEF VALVE (LOCATED ABOVE LEVEL OF STORAGE TANK) - TYPICAL (63 GPM) 3'0 - TYPICAL -- -4." 4"0 4"0 S.S� (1,484.5) GENERAL NOTES' THE 2015 WASHINGTON STATE ENERGY CODE SECTION C404.9 DO6E5TC HOT WATER METERS, REQUIRES THAT EACH INDMDUAL DWELLING UNIT IN A GROUP R-2 MULTI FAMILY RESIDENTIAL OCCUPANCY VAIN A CENTRAL SERVICE BE PROVIDED 111111 A DOMESTIC HOT WATER METER TO ALLOW FOR DOMESTIC HOT WATER BLUNG BASED ON ACTUAL DOMESTIC NOT WATER USAGE. L 7120 ` Mat 1. COLD WATER PIPING BASED W MAXIMUM VELOCITY OF 8 FEET PER SECOND FOR WRSBO, COPPER MC 9UC11IE IRON. 2. HOT WATER PPNG BASED W MANMW VELOCITY OF 5 FEET PER SECOND FOR COPPER, AND 8 FEET PER SECOND FOR DUCTILE BON & WRSBO. 3. HOT WATER RECIRWU1WN BALANCING VALVE SHALL BE WA, LEAD FREE, PRESSURE IMPDW4T, W1H PT PORTS, 1 GPM. MUD CW HW HYIR DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER RECRC (63 GPM) CBI B J v 1»' HW (58.125) Dd 1»" CW (78.125) 1)4" HW (46.5) 1W CW (63) HW (34.875) 1)(' CW (47.875) 1' HW (23.25) 1)(4" CW (32.75) )(• HW (11.625) 1' CW (17.625) WAY BALANCE VALVE (1 GPM - TYPICAL) ROOF LEVEL 7 LEVEL 6 FVFI 5 LEVEL 4 LEVEL 3 LEVEL 2 1W HW (58.125) 1»2' CW (78.125) LEVEL 1 p. .TAN 1 L, 2.0;`: PSIS- 0070 REVIEWED FOR CODE COMPLIANCE APPROVED 1 City of Tukwila 11 BUILDING DIVISION JUL 12, 2G18 LW218LOH: angn. HOT WATER FU - S7F WO WWI Fll - SRP VC, LAV, SH, KS, 0W & CW 7.875 FU - 3'4' 8.875 FU - }(" A 2 xWC, 2xLAV, BT, SH, KS, OW & CW 11.625 FU - 3(" 15.125 FU - 31" B © MEN'S WASHROOM 11088 & /304 PUBLIC 2 x LAV. WC & UR 1.5 FU - yl 6.0 FU - w WOMEN'S WASHROOM /108A & 9305 PUBLIC 2A LAW &2xWC 1.5 FU - H" 6.5 FU - )<i' D PUBLIC WC&LAV 0.75FU- W 3.25FU-)f' E PUBLIC KITCHEN SINK 1.125 FU - jf 1.125 FU - Y• F HAIR SALON SINK 2.25 FU - » 225 FU - )4" G PUBUC SHOWER 1.5 FU - )i' 1.5 FU - )g H HOT WATER HOSE BIBS 2.5 FU -)4 - I COLD WATER HOSE BIBB - 25 FU - IY J JANITOR'S SIN( 2,25 FU - )¢" 2.25 FU - 36" K M] OCEAN PARK MECHANICAL I233,149001MFR URBAN AVE TELEPHONE 2064144MS SEATRF, WA 96168 FACSIMILE 2006144564 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 06/25/2018 RE -ISSUED FOR PLUMBING PERMIT DRAWING TITLE DOMESTIC WATER SCHEMATIC & RISER DIAGRAM DATE JUNE 25, 2018 DRAM BY PW SCALE NOT TO SCALE P1.9 ROOF - 1)(' HW (38.125) I).' HW (36. /5) ROOF LEVEL 7 LEVEL 6 LEVEL 5 LEVEL 4 LEVEL 3 EIS _.___.__. 7 I%' HW (39.375) DC 2 LEVEL 2 LEVEL 1 ROOF LEVEL 7 LEVEL 6 `HW (36) Dd 1J4' CW (46.875) LJ - .. 1)(` CW (40) LJ o-°a 1 1 r 1%' CW (47.125) 1W HW (31.5) 1% CW (38) 1' HW (23.625) 1' CW (29.125) % HW (15.75) 1' CW (20.25) HW (7.875) % cw (11.375) WO BALANCE VALVE (1 CPu - TYPICAL) 1)`" HW (39.375) 1)(" CW (46.875) G G 1" HW (28.125) 1% CW (31.125) 1• HW (20.25) 1" CW (2225) r HW (12.375) )(' CW (13.375) HW (4.5) CW (4.5) Ws BALANCE VALVE (1 GPM - TYPICAL) 1u' HW (30.25 1)(• CW (38.25 I" HW (22.375 1" CW (29.375 -%" HW (14.5) 1" CW (20.5) HW (6.625) CW (11.625) $• HW (5.875) )I" CW (8.375) II )� HW (225) J' CW (4.75) ❑F o-l7 IL --_- J¢' 111 HW (5.875) �2' HW (4.75) )¢" HW (25) % CW (8.375) )(' CW (7.25) - l(" CW (2.5) 1Jt' HW (36) 1W CW (40) 1J4' HW (62625) 1)4 CW (90.125) IJb" HW (51) 1)4 CW (75) LEVEL 5 1)(' HW (39.375) 1112 CW (59.875) LEVEL 4 )Q HW (225) W CW (4.75) 1• HW (27.75) 1 J(' CW (44.75) %' MN (16.125) CW (29.625) % HW (13.875) CW (24.875) LEVEL 3 p-ppY ❑ L:}-0o-J o G-04J O-4?-j / ( GP (11 ° BALANCE M - TYPICAL) LEbfL 2 LEVEL 1 " CW (2.5) 8 Tr CW (5) 1})' HW (62.625) 1)f CW (90.125) 1W HW (38.125) 1% CW (47.125) i - )4 HW (1.125) )4 CW (3.625) 110 FIJ [Al IAI 7 1V4' HW (31.5) ON i -- 1)4 CW (35.5) - 1W CW (50.25) 1" HW (23.625) - 1" l:W (41. HW C 37) 1' CW (26.625) 1W41.375) % HW (15.75) 1' CW (17.75) %' HW (7.875) )(• CW (8.875) WO BALANCE VALVE (1 GPM - TYPICAL) __rf PLAICE VALVE__._- _____.__._ (1 CPu - TYPICAL) 1` HW (21) 1W CW (325) % HW (13.125) 1" CW (23625) $" NW (5.25) %" CW (14,75) IEV L 7 LEVEL 6 LEVEL 5 LEVEL 4 O 1 13121 LEVEL 3 WO BALANCE VAL* (1 GPM - TYPICAL) LEVEL 2 Ogg I% HW (31.5) 1)(` CW (35.5) GENERAL NOTES THE 2015 WASHINGTON STATE ENERGY CODE SECTION C404.9 D11ES11C HOT WATER METERS, REQUIRES THAT EACH INDIVIDUAL DWELLING UNIT IN A GROUP R-2 MULTI FAMILY RESDEN11AL OCCUPANCY WITH A CENTRAL SERVICE BE PROVIDED VIM A DOMESTIC HOT WATER METER TO ALLOW FOR DOMESTIC HOT WATER BILLING BASED ON ACTUAL DOMESTIC HOT WATER USAGE. 1' HW (36.75) 1%' CW (50.25) LEVEL 1 ROOF LEVEL. 7 1. COLD WATER PIPING BASED ON MAXIMUM AUXIN OF 8 FEET PER SECOND FOR VIRSBO. COPPER AND DUC11LE IRON. 2. HOT WATER PIPING BASED ON MAXIMUM WLOOTY OF 5 FEET PER SECOND FOR COPPER. AND B FEET PER SECOND FOR DUCTILE IRON & WRSBO. 3. HOT WAIER RECIRCULATION BALANCING VALVE SHALL BE WO. LEAD FREE, PRESSURE INDEPENDENT, W1H PT PORTS, 1 GPM. LEA CW DOMESTIC COLO WATER HW DOMESI1C HOT WATER 111112 DOMESTIC HOT WATER REORC LEVEL 6 LEVEL 5 LEVEL 4 LEVEL 3 LEVEL 2 LEVEL 1 P� 19-0070 REVIEWED FOR CODE COMPLIANCE APPROVED • JUil.1 2 2018 City of Tukwila ( 3UILDING DIVISION) =UM* Hp WATER N - (In CCLD WATER R1 - an WC. LAV, SH, N5, DW & CW 7.875 FU -)(' 8.875 FU -)(• A O 2 x WC, 2 x LAN, BT, SH, KS DW & CW 11.625N-)(" 15.125N-)(" MEN'S WASHROOM /1088 & #304 PUBUC 2 x LAY, WC k UR 1.5 N - W 6.0 FU - J¢' G WASHROOM /108A & #303 PUBLIC 2xLAV &2x WC f.3 N -)(' 6.5 N - Y:` 1)WOMEN'S PUBUC WC & LAV 0.75 N - 14 3.25 FU - )5• E LI PUBUC KITCHEN SINK 1.125 N - W 1.125 FU - W HAIR SALON SINK 225 HI - )4 225 FU -)4 G PUBUC SHOWER 1.5 FU - J4 1.5 FU - S" H HOT WATER HOSE BIBB 2.5 FU - J4 - I COLD WATER HOSE BIM) - 2.5 N -)4 J EN JANITCR'S SRC 2.25 FU - J¢" 225 N - Y! CpMD ARK MECHANICAL 4283. 14900 INTER URBAN AVE. IFIIRKINE 2068744653 SFAIRRL WA98188 FACSIMILE 2088144564 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 JAN 1 ( yiyf REMSIONS DATE DESCRIPTION 06/25/2018 RE -ISSUED FOR PLUMBING PERMIT DRAWING TITLE DOMESTIC WATER RISER DIAGRAMS DATE JUNE 25, 2D18 DRAWN BY PW SCALE NOT TO SCALE P1.10 CAN/ULC S115 FIRESTOPPING - CONCRETE ASSEMBLIES - FIRE RESISTIVE CONSTRUCTION Interek Testing Services Design No. UW/PHV 120-02 Single and MVmpla P«Waewu Homatl or Valcd Moor a wad) Tau St,lmerds: ASTM E4114. Ill 147911LC SI15M45 Test Furnace Internal PoriM Remy Dlllererl*M-2_5 P. (eel h aw*Mr)MNYMPD Through Penetration. Contained Within Vernal Fire Saimaa& YAM PEAM ij ID Meaair s Parnlntoa. and Plphq Contained 1 WYn Horizontal and Vertical Fb• Spanaom VWebo AOu2PEX henna Io j' ID Steel and PVC bend support hareem UMW lade p0Yemwne Mown PVC Iemang Max Holt Sim r N/A N/A A-«Yr Spce 0••1r 0"-1r N IA N M Pb r Meng UP 102 Mat UP 142 HOW Up t2MNS Up 1O2Naar FANNew all" Ream W m21MM W 102Mar Up to 21NM W to Mat Tap Rng `FIN" MOM Up 1021NM UP lo2 How Up M2 Nur UP 102 Mar System Design Instructions 1. Pamrrating Pam: Centered or ORuat N holt. Elbows, tees. mural and steel polymaths bald support Madam can pedals M tattoo imam. 2. Fb«ICNhp or WelAurnblu: ASTM E-119 aid CANSILC 5101. 1 a 2 hour reed hoakNhV wd euentln es Mal be. e) CNIe1 place name) or Iidt density comma hemp a mamas cross seWm NcJmnsa4}•aG b) Coal in piece coraNewse assembles hems a minims Prose *Mon ON1vn.e ore 4" or c) HMOs Or Mania 1Nd IN mamma(MOM. Ica) 0a eswtW lad up We mortar Mang c imams" Voss imam thickness of e' ar, a) Metal of woad Mama Gypsum Wall Board (GWB) Ile up.Eww or. e) FIooCCerma'Nntly Mt wood Maned construction cerulean; a• minimum is l0•1oMs or: 0 AraPEx a MPEX Magri p«Wnams tlW bs mailedin M9ed a unread well eeeem0SM atoms to rob. 2. Pewaap System Collpvwt 1: Wino- Aa1WEX• « PFP Pram - 40000W *estop sealant Maid woad penetrating Item. On to (3mm) annular spaces. a r (10mrn) dimeeNM bad mosl be placed «asp lb penetrate San. y Gamma Asssi.16*r ARIMPEr or 4e020.1• Endop salmi Imbibed to• depth d 1". b) Them Wall Bond AsunlNel ANI.PEX• or 413000W treetop sealant nailed N M depp of GM membrane. c) Macaw and SR Male PrafMae: AOu.PEX• or4000tN•Mnrop meant Installed to a MONO 1•. 4. Areal® System Gamma 2(ee1 WM1k Mike malady for ranaele aM MUS Mnn Mauler MOOS esmmds}. Instal 44 a. Male woolmnlpessed 25%Mal Ow areal space to a depth ar. Rues from the Mace to Sot b}•depth v AquaPEX' « 40000W Orestop Maas pacenlell Ted 411.0 MMO PCs RISER (UM OOPPG MLR V OVER 141 MD 'wary Gum( POI 04.V) 11EM h I' T Ir ynEO Inc Una ____ r To 1• ID nasal 25- PUNEMEAD 30 - a,ax DEVELOPED NO &EEW*0 EgeFD M lnmo (caaim rom am T Roo NOR) WIRSBO FIRE STOPPING DETAIL SCALE NOT TO SCALE SIQL STUD M AEE Lau (a SMITH' JAy R. L.00ATgN Ili SMITH CO?MFG. �( r•, OW a•R4 NX 2nr 1en.Tr'p41a100Na mew• e'11'MMA FIX 3•1411.71ar AAA) KS7•4'e Ne»u T2ash/RccycleRoom#114 DRAWING NUMBER MOO SERIES .4. GREASE INTERCEPTORS dFUNCTION: 9 Y S b Used in kitchens, restaurants, institutions, and grease, fats end ol. Rate of lbw into interceptor is controlled 90% of the grease which flows into it "Uni4oclr cover design be set on floor, semi -recessed in floor or fully recessed with adaptable for use with dishwashers or tow roughing sinks. LOck end Lift Ring Non -Skid Cover Cleanout F-Body VVldth all types by permits rover of food processing areas where waste waler contains a Row control fining, thus enabling the interceptor to collect over fast cover removal for periodic cleaning. Interceptor may Rush with finished floor. Fig. 8100 Series are extra tow designs --„ fA N G - 0, C iR NISI G CC E A r - Ltf Neoprene Gesllel _-__r Ar seller- Static s1N u a amps:. afflesDear g A-N � jlle cc mePfll90am e120 W *017 lam *00maemT w4P, C.mIclbtn IS u,uh mPiWormene.m m..M xuwapw slMmaPaalol. NOTE: a NMIspaNel aM so clack pM'IMNIW am <L11 G S SEE MEW MNnwll le Silty tp NON OWN WOO t! FIG. IMO SHOWN me.rm adw NaLxaem. APPROVED BY: SIN 1)IIO1E:whe mer ammomp WIN imam weareles ins llw SD.E,• •NOTE:Wlee the tap is specified led 11)4132). When Terleuo lap le specified add 1 l/aeI-a.� apAWNq" OMlaard Wyly �RFaa 4..-Ryiq Y/FbMlmpwd 1'�I MrWranw. 19' FIG GO FLOW TEA GREASE INLET AND DIMENSIONS C.O. PLW srwiwpwler+•m elrn.m IN). RATE CAP. GUn[T RCUOIWG @QDV WE • ilslmoElamam.MIMN m. pa«ML•MRNp AGO v. lyvaruM 14 YE LBs. M7d oW1llY1pPlJ 1FUOM WIDTR a,c ss ON MWs EauNl DONOR Jay a A• B C D E F a e,ah w M. ea. lMwllee lab 8004 4 B 02(BU) 7314(1M) aivie) 1534(42EL 11(2802_ 0(230) 2(51) vegn "Inc" eatm. ggg 8007 7 1a 02450) 8/2(216) 3124(B(BN 1N4851 12(3061 i0(255) 2(5(l Upon,ei.A y/R s.M, Np. cal 8010 10 20 02150) 912(240) 335) 211/44540) 131/4(335) 11121290) 2(51) Fromm war aMepenle ea 8015 15 30 02150) 121305) 312(8E6 25(815) 1512(3951131/2(345) 2(511''°WL`vl^p^n"4N•mdm 9 8020 20 40 03175) 13(330) 4(100) 2812(725) 17(430) 153r4(400T 2(611 ,Y•°1°• amen nea M� pW•an amen�•w i Z g i )(' 8025 26 60 03(75) 161/4390)Al 1 1151 3012489 (500) 191(5 3N( ) E 465 2(511 am demean 8R120 35 70 03p6) II/2(44o51 5(1 2114(8135) 2(51( 6050 fiD50 50 100 ONl6) 17 I2faL) 3)4(1726l 70) 96124900) %If2190m 241H(815 203/4(425 203M(52 2(S1L LOW TYPE 20 40 03175) 7(1A01 312(891 281Q�9B0) 101/1/90) 21341650 8511 81% 36 TD 031751 7(1801 43N(1 491211237L II 3•411E012734(705 2(411 5150 50 WO 03(75) 10(255) 6(160) 4912(1257) 16(405) 273/4(705, 2(511 CO W CI) p QC c0 } 0 d 'Available wall REGULARLY FURNISHED: Steel Interceptor with Gray Duo, A Coating Inside and Outside and Flow Control Fitbg. A Wger MB (-I ri Ina old ouWM when specified. VARIATIONS: Cover Recessed for Terrazzo, Ceram& or Ouerry Tile -OC Carer Recessed for Vinyl or Asphalt Tile-TC Lift Out Sediment Bucket -0 NO -HUB Adaptor (2) Req'd (Specify Fig. 2646Y) _ r� r OPTIONAL MATERIALS: Acid Resistte n Coaling Inside -ART Add Resistant Coaling Outside - ARO Acid Resistant Coaling Inside and Outside -ARIO Aluminum Cover -AC Coal TT Epoxy Outside -CTO NOTE: Dimensions shown in p.RniheteS are in millknyRs. S R G P 3-31-17 9-9-16 10-14.15 9-5.13 Revised Optional M•INMte Revised VerMIer Nob Revised Table Revised Drawing TOW 78W TOW TBw TN JM JM CL WEIGHT POUNDS VaUME CUBIC FEET FIGURE NUMBER 8000 SERIES 5ti 2 r PEV DATE DESCRIPTION BY CKD. BY TRASH / RECYCLE ROOM 1114 GREASE INTERCEPTOR DETAIL SCALE: NOT TO SCALE AMID WLCR wQwnWM ,M u,L Mal a umwe Fee e.0 DLLS WAWA I'04 PC� u SMaaOE mosx w ainte. NOT1pa"' u �p uwMMT I r a t enso N SW US Tat arm Caesir•n**Lis. '1v EAIr0 Ir 6 aw NM Maws ma ne Mlm ate. awl= Oa .-vim a IVP0540 M MOW OE pal man M 0 ns FM ID NM Ir NZ CM/VW SIP Lela NOW T.fm men wain umin• s1 cu'�1For 0M.wwn r t arms r.ae means an men Iva ea max VIM aawwwl WIVE F n Nal tie M P. ve I. TO11• W v MOO AMMO -tea m MMa *fl. ROM 2 R00 1e« r D4.1012.1.V WIC. 1. MRO 1e11M Ile MM 1 a • MRM* mvRw minor vl0ote M1lI 2 Aare UIOM IC 4leeaY MIM - 2112M ID pa CR n"YaxVI•ha 1 NMI LAD iMa nit ow moo Ris `w,2o lei DR RAM was mplWUC my p1M41ey10 eT1er VK YYSt Ma,p R 1RT0. ataaal owe al VINO V moor • SRO NOR Oda WAS O ed �1..-. rrj1 i - biMm TSar I1MO I r f m •Ma ems) Wiliam Pa u IAMq Rq CONCRETE AnntI tk1. f*E MMem•E COMTRYCIMX (ARa0 sacs I V.NO . Full ww,e *awl r oEYElaem CLMI.0 uM.3 EWAM0MD INRRWR /WINO KRmce1 . REPORT EW2011E1 MALAISE EPREICIE0 ONCME DEVELOPED - FOR t TO r NMMOAaUK% W HOPES OF NOTHIFD IN GAG=OI RNMM MFA OMLND NWT IN 11r NM12 1 0 INSTALLED r CAMAS Ew RETRO FLOG I COLN* AREMEOS !SPERM TOTING 1111,D10Ef -NNEBO DEMON MILE . I. MCA 20.0 REOIRII EDASMNNY RAIN]-2 HOURS 1NREETI W!0 AEIE2eLY MlND.21UIM8 - NNNtM S/ CUK'NEIE 1MCM3N -MNNU1 M Cg1REIE COIN. IMO. RENFORaNG STEEL E mwFCA12002 TO:TRANEDI_bEMLY M1-2 WARS INRESTR DEDASBNMELYTND-IIHQRM -NI Mw S? CORONETS M . MINIONMINIONI-C«A@lE CW19 ER ULIIMEI RLNFOICNG TER -lw*t91UA4 WITH -MWl1N NQINC INCHES NE DEMO, MORON *MOW stunKR lCUM.. FOOT CCG-MCRETE -MOM a "PROM' ACRE. MN28D SM,. .1'a enenSNENELE.S't01•HCYML TOM «SAG Peinvs•1 ToIPN 5 MML w -PTO rwREDROWASA,W KNU IWNO WSW. Mina* N CMMRL MMI .1 HOUR PATIO NOW Lowe EMMO SITS SAID NN2 Med4 W WIMP MOM I(SCI$-YAMS/ COM101114114.11. WIEWAISNN I. rA R Moo SUMS DNM•CENNRSM46E1l. z I.P.P r. Wit Aran M ATER AarreEx e WEN TOSN2ATI4]IW TOCRmt NIACNO WNSTEL M COPPER FASTENERS be M4W EI NMNT OF DBNG PER Snob [AV IY SIML M 1.2 LOAM Ala N W L NOT EXCEED A TOTAL NRRC PER BI W CAMP CIF So UM S. THE 'INN NAY SE CMEL110 T0TNCIRO COPPER cS BRASS 0.1.0N3 COMPONENTS. MS, EI1D5M[M9 Nob 14.101-0.D3 WITHIN ME GAMY. PLASTIC WNMDS. WIN A NEgN NOT EXCFl0N21.0 ELOPER UMY, WY E INFD N DFL0CRNIDD0CR ID CWPrt0SP/96 IMMFOu S t OMSSEA0NO- NNINR2r of STEEL STUD W LOWER COI 10 FR•MMNT1ET11D CAVITY. CNMS MUCNGNA Cum C« 000T PEA RIERSr L E AT NEFTORFY Nob TOP NTEOEaW 11O1 10A*PILL. WIRSBO FIRE RESISTANCE DETAIL SCALE: NOT TO SCALE It'd WRSO0 WA PR0L0 MODEL PFEP200 SERIES PLASTIC END OUTLET WASTE DISPOSER KIT NM BAFFLE TEE. KITCIEN SRN APPROVED DISHWASHER ARGAP FILING DISHWASHER COUNTER WASTE INLET GARBAGE DISPOSER WATER HAMMER ARRESTOR SUPP'.'f KITCHEN SINK / DISHWASHER DETAIL SCSI F- NOT TO SCALE TYPICAL WRS130 RISER SIZE AS PER SUIE DESCMTION. REFER TO DRAWING P2B & P29 - TYPICAL FOR H & CW ISOLATION VALVE OMER SUPPUED WATER ICIER (ON HOT WATER SUPPLY UNE). MECHANIC./ CONTRACTOR TO INSTALL METER FITTINGS SUPPLIED BY OANER PROVIDE SPACER FOR FUTURE WATER METER. DOMESTIC WATER MANIFOLD HEADER DETAIL SCALE: NOT TO SCALE LONG RADIUS ELBOWS ROOF DRAIN WITH OVERFLOW DETAIL SCALE: NO1 TO SCALE HOT & COLD MANFOtDS (SIDE BY SIDE OR ONE OVER OTHER) WRS80 PEX TUBING APPROVED TWINE SNAIL a SLEEVED INN LONG RADIUS ELBOWS WHERE ENTERING MD LEAVING SUB CONTINUOUS RIOD PVC CONDUIT 1 NIL Al N-SUB DOMESTIC HOT AND COLD WATER DISTRIBUTION TO BE WIRSBO PEX TUBING. ENCASE ALL TUBING WITH TRUTY SLEFANG 11TH LXIfIC RADIUS ELBOWS WHEN ENTERING NC LEAVING SLAB. OMEY ICE MAKER OUTLET BOX 3116605 K RAN LL VALVE BR SWER STBA HAMMER ARRESTOR FRIDGE FRIDGE ICE MAKER OUTLET BOX DETAIL SCALL'. NO IC) SCAif. SMITH MOO& 1010 ROOF DRAIN SN1H MODEL 108E °TE RFLOR ROOF CRAN RR 2• HIGH DAM 4• HIGH EXTENSOR POLWSO RIGID NSAARON (4• MINIMUM 0 DRAINS) PIPE 1NSULAI1ON ROIL STORM DI1NNAGE DEESON A5 PER 2015 UNIFORM PLUMBING CODE, CHAPTER 11 - STORM DRAINAGE. OVERFLOW DRAINAGE TO BE INTO THE VERTICAL PORTION OF THE RAIN WATER LEADER AS SHOWN CN FLOORPLANS & SIZED AS PER TABLE 1101.8 (HaPoZONTAI) 4: 1101.12 (VERTICAL) AS APPUCANE. WIErE TIE :DIMOW ROOF DRAM CQMECIS TO THE STORM DRAINAGE. RE PW1IG DOWNSTREAM OF THE CONNECTION G SIZED BASED OR 2 ON/H) IN ACCORDANCE !CH 2015 UNIFORM PLUMBING COOS TABLE 1101.8. PIPING TO BE CAST PON NRi A TOTAL LOAD w CO STORM (19,380 SO. FT.) 0 21L COMNECO N TO MIL ON NORTH NEST CORNER OF BUILDING ORDURE A al EPDXY COATED RISER CLAMP, HOLDING RISER TIGHT. (TOP OF FLOM) UNIFORM PIPE FLEXNG CONTROLLED BETWEEN THESE TWO POINTS STEEL FRAME BACKING PLATE PLASTIC GROMMET MERE PEX PENETRATES STEEL STUD CLOTHES WASHER OUTLET BOX. OATEY 38543. K TURN BRASS BALL VALW WITH WATER HAMMER MIESTO1 T V CLOTHESWASHER OUTLET BOX DETAIL SCALE: NOI 10 SCAII SUDS RELIEF DETAIL SCALE: NOT TO SCALE p&l- 0070 18•MN UPC SECTION 711.0 TOM RELEF DRAINAGE CONNECTIONS SHALL NOT BE MADE INTO DRAINAGE SYSTEM WHIN 81-0. OF ANY VERTICAL TO HORIZONTAL CHANGE OF ORECOM OF A STACK CONTAINING SUDS PRWOUONG RXIURES (BATHTUBS, CLOTHES WASHERS, KITCHEN SINKS MD DISHWASHERS). DRAINAGE CONNECTION SHALL NOT BE MADE N1HIN 81-0• ABOVE THE VER1)CAL TO HORIZONTAL CHANGE OF CONNECTKN. EXCEPTION I7 STACKS RECEIVING DISCHARGE FROM LESS THAN THREE STORIES. REV1E4VED FOR - CODE COMPLIANCE APPROVED ,IULi32018 City of Tukwila I BUR DING DIVISION WIRSBO PEX RISER DETAI SCALE: NOT TO SCALE - Y PE% RISER FIRE STOP TO APPLICABLE USINGS REFER TO US11NG5 FOR MAXIMUM NUMBER OF RISERS THROUGH SINGLE PENETRATION -EPDXY COATED RISER CLAMP, HOLDING RISER TROT, EVERY SECOND FLOOR (BOTTOM CF FLOOR) FG INSULATION A5 PER ASHRAE 90.1 (EMT TO UNDERSIDE AND TGP OF FLOOR) FIRE RATED FG INSULATION E RATED WALL PLASTIC CR METAL MID -STOREY GUIDE 0tR ETHER INSUA1g1 OR PIPE (IF RAID WALL USE METAL MID -STOREY GUIDE) UNIFORM PPE REXING CCNIROUED BETWEEN TIES: TWO PORTS STEEL STUD EPDXY COATED RISER CLAMP, HOLDING RISER TIGHT. (TOP OF FLOOR) FIRE STOP TO APPLICABLE LISTINGS REFER TO USTINGS FOR MANMW NUMBER CF RISERS THROUGH SINGLE PENETRATION OCEAN PARK MECHANICAL 11283,149031111111 OREM AVE. TDEPHDNE 206674-1553 SEATTLE, WA 911364 FACSIMILE 2066744544 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 Y2- • A f ` 4 ._ r L.L JAI4 !'' 20 e.nob.E :^..�. �l/Z,/Z "l REVISIONS DATE DESCRIPTION 06/25/2016 RE -ISSUED FOR PLUMBING PERMIT DRAWING TITLE DETAILS PLUMBING DATE JUNE 25, 2018 DRAWN BY PW SCALE NOT TO SCALE P1.11 C A T E R I N G KITCHEN - EQUIPMENT SCHEDULE IT) DIVISION CF RESPONSIBILITY Item No Qty Equipment Description Model Number Manufacturer T. > 6 f s o = EQE d err t. �0 N sN o N xN "d ill $ N Stl c 6 V N 'Lt.; O rU+ l)N 2 HVAC Exhaust CFM Elec. Remarks Plumbing Remarks Equipment Remarks Item No PROVIDED BY PLACED BY IU�uy Y O (3u� > uuU11 1L 6 0 Li > x x act 2 each 5/0 wall -mounted hand sink 1-P8-49 Advance Tabco 05 05 150 1 x x ac 1 1 each Drop -In dump oink DI-1-10 Advance Taboo 150 1 x x at 0 I each Faucet for dump sink B-0325 T 4 8 erase 05 e5 8 x x CK 30 I each ice Maker with B-420 Ice storage bin IY-0524A Manitowoc Ice 115 1 60 0.15 200 0319 05 Water (liter by others 38 0.15 x x aC39 1 each Ice maker filter system AR-20000 Manitowoc Ice 0315 39 x X CK 4t1 2 each Faucet for three -compartment sink B-0231 T 4 S Braes 05 05 Installed by the MC 49 x x CK 50 1 each Comer three -compartment slrk-Modified 94-K6-180 Advance Taboo Ir3J 1.50 50 COMMERCIAL KITCHEN - EQUIPMENT SCHEDULE o DIVISION CF RESPONSIBILITY Item Na Qty Equipment Description Modal Number Manufacturer p > a if �Y U i 5 £� Q 11 p N 0ID Hot Water Size On) ppa*� 1% c N -m c 6 O N um g .e+ l6; m i 0 a t �� 1V Elec Remarks Plumbing Remarks Eclulpment Remarks Item No PROVIDED BY PLACED BY V V vv 0 T O 9 > 10 V V T O 9 > x x 1 3 each S/S wall -mounted hand oink with eye wash 1-P8-49 Advance Tabco 05 05 150 I x x 11 1 each CheF sic 0I-I-168 Advance Taboo 150 II x x 12 1 each Faucet For dump sic 8-0325 T 4 6 Brass 05 05 12 x x 31 1 each Electric steam Jacketed kettle with faucet KET-6-T Cleveland Range 208 3 60 6.1 110 05 05 31 x x 32 1 each Stand for steam kettle ST-28 Cleveland Range 125 32 33 x x 34 1 each Double -stacked convection ovens DFGI00 Double Blodgett 120 I 60 033 6.0 X 5-15p 0.15 55 34 120 1 60 033 60 X 5-BP 0.15 55 Installed by MC 35 x x 46 1 each Drop -In dung sic DI-I-I0 Advance Taboo 150 46 x x 41 I each Faucet for cup sic B-0325 T 4 5 Brass 05 05 41 x x 56 1 each Faucet For two -compartment prep slut B-0231 T 4 6 Brass 05 05 Installed by the MC 56 x x 51 I each VS two -compartment prep sic 94-2.36-18RL Advance Taboo 150 51 150 x x 60 1 each Comer three -compartment sic -Modified 94-K6-10D Advance Taboo (3) L5 60 x x 61 2 each faucet For three -compartment sic B-0231 T 4 6 Brass 05 05 Installed by the MC 61 x x 61 1 each Ica Maker with B-420 ice storage bin IY-0624A Manitowoc Ina IS I ee 0.15 2049 0315 05 61 0.15 _ x x 68 I each Ice maker Filter *Satan ,AR-20000 Manitowoc Ice 0315 Installed by MC 68 rc x 11 1 each Nleh temperature cite/machine sr/ bullt-In booster by Vendor TEMPSTAR w/ Booster Jackson MSG 208 3 60 0.19 I3.1 42,1 0-15 522 150 11 x x 19 1 each Welded -in table drab K-440 Advance Taboo 150 19 x x 80 1 each Splash -mounted pre lnse assembly B-0133-B T 4 S ere.. 05 05 Installed by the MC 80 x x 81 1 each Disposer 200-CA-ARKS-2 SalvaJor 120 1 60 2sP 24.0 05 2 Installed by the MC 81 x x 81 1 each tlMld-in S/6 14" x 12" chef sink 111E Delfleld 150 81 x x 88 1 each Faucet For drop -In eluc 8-0325 T 4 S Braes 05 05 Installed by the MC 86 x x 91 1 each Not Food table f14E1232 Dselfleld 208 1 60 2.0 10.0 05 05 91 x x 103 1 each Fryer with bullt-ei filter I-8F41614R-5 Paco 120 1 60 6.1 X 5-ISP 0.15 122 103 x x 105 1 each Well -mounted chsesemeiter IRCMA-36 U5. Rang. 0.15 30 105 x x 106 1 each 36" counter griddle GTGG36-6T36M Garland 0.15 84 106 x x 108 1 each Convection steamer with stand 2ICET8 Cleveland Range 208 3 60 63 236 0.15 125 108 x x 110 1 each 36" counter broilr CGF36-BRA- Garland 0.15 108 110 x x 113 1 each Wrens* with oven base G36-66 Garland 0.15 156 113 Size: Broadstone Sterling- Storm Square Footages: Max Sq Ft (Horizontal) Max Sq Ft (Horizontal) Max Sq Ft (vertical) at 2"/hrat 1%: at 2"/hrat 2%: at 2"/hr (combined RL*OF): 3" 1,644 2,320 4,400 4" 3,760 5,300 9,200 6" 6,680 9,440 27,000 8" 10,700 15,100 58,000 Level 3- Roof Storm RWL#: Square rootage (SQ. IT.) 1 4,000 2 3,420 3 2,750 4 2,490 5 2,850 6 2,820 7 3,080 8 3,205 9 3,400 10 3,990 Area Drain # : level 2 Acd tional Riser Total: 4,000 3,420 2,750 2,490 2,850 2,820 3,080 3,205 3,400 3,990 11 175 175 12 140 140 13 195 195 14 215 215 15 750 750 16 750 750 17 750 750 18 750 750 19 750 750 20 750 750 21 750 750 22 175 175 23 140 140 24 195 195 25 215 215 Broadstone Sterling- Sanitary Fixture Unit Table Level 2-7 Riser# Kt Sink + DW Clothes Washer Shower Bathtub Lave WC 3" Floor Drain 4" Floor Drain Public WC & LAV Mop Basin Public KS Kitchen Additional Riser Total: Per Riser: 2 3 2 2 4 6 8 5 3 2 49 level 1 1 5 2 10 3 10 4 15 5 15 6 9 7 8 31 9 35 3D 14 11 20 11 Foundation 10 10 5 15 130 20 10 10 10 110 20 15 10 25 240 18 18 18 3 4 1 233 1 2 5 6 4 1 5 5 5 22 25 29 24 27 27 25 10 35 29 29 24 10 34 1 2 2 2 1 3 1 88 45 290 355 1 3 298 327 1, 2, 3, 6, 6 7 443 2 5 3 1 1 1 4, 5, 8, 9,10, 11, & 12 2307 Broadstone Sterling - Chefs / Catering Kitchen Grease Fixtures Fixture: Quantity: Floor Sinks 5 10 3 Compartment Sink 1 Discharge into Floor Sink at slab Oump Sink 1 Discharge into Floor Sink at slab Mop Sink 1 3 Floor Drain 9 18 26 2,3,&4 8,660 Total Fixture Units 31 27 5,47,8,9,&10 19,345 28 11,16, 21, &22 1,850 29 12, 13, 14, 15, 17, 18, 19, 20, 23, 24, &25 4,850 Grease Interceptor sizel as per 2015 Universal Plumbing Code Table 1014.3.5 -Gravity Grease Interceptor Sizing. interceptor Volume to be 1.000 US gallons as required by code (maximum 35 DFUs). Foundation- level 1 West Connection 1, 26, 28, & 29 19,360 South Connection 27 19,345 I REVIEWED r-OR I CODE COMPLIANCE 1 APPROVED JUL ' iulB City of Tukwila BUILDING DIVISION I 6I8 0070 M] OCEAN PARK MECHANICAL 1283, 11900 OMMR URBAN ME 1UFP1IO&E 2066744551 SEAM WA 9914E nCYIIal 2066744564 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 iAN i tr, 2GSC. werra REVISIONS DATE DESCRIPTION 06/25/2018 RE -ISSUED FOR PLUMBING PERMIT DRAWING TITLE SCHEDULES & CALCULATIONS DATE JUNE 25, 2018 DRAWN BY PW SCALE NOT TO SCALE P1.12