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HomeMy WebLinkAboutPermit PG18-0069 - STERLING SOUTHCENTER - UNDERGROUND AND PODIUM LEVELS - WASTE, VENT AND WATER PIPINGThis 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 18-0069 STERLING SOUTHCENTER - UNDERGROUND AND LEVEL 1 411 BAKER BLVD THE ABOVE MENTIONED Page # DIGITAL Code RECORDS PERMIT FILE INCLUDES Exemption (DR) EXEMPTION LOG THE FOLLOWING REDACTED INFORMATION Brief Explanatory Description StatutelRule Personal Information — 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 Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 105 DR2 Financial Information — RCW 42.56.230(4 5) 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. 42.56.230(5) Personal Information — Driver's License. RCW Redactions contain information used to prove RCW DR3 — identity, age, residential address, social security 42.56.230 (7a 42.56.230 (7a & c) number or other personal information required to apply for a driver's license or identicard. & c) Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from RCW DR4 Attorney -Client Privilege — RCW 5.60.060(2)(a); RCW disclosure pursuant to RCW 5.60.060(2)(a), which protects attorney-client privileged 5.60.060(2)(a); RCW 42.56.070(1) communications, and RCW 42.56.070(1), which protects, under the PRA, information exempt or prohibited from disclosure under another statute. 42.56.070(1) STERLING SOUTHCENTER UNDERGROUND & LEVEL 1 411 BAKER BLVD PGI 8-0069 Parcel No: Address: Project Name: City of Tukwila a of __,_'_----Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 lnspection Request Line: 206~438-9350 Web site: httw:J/xmmw.TwkmNaVVA.gov PLUMBING/GAS PIPING PERMIT 0223100080 Permit Number: PG18-0069 407 BAKER BLVD UnitBLDG Issue Date: 7/9/2018 Permit Expires On: 1/5/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BAKER BOULEVARD ASSOCIATES Z1OOMAIN ST#15U,HUNDNGTON BEACH, WA, 92048 TERRIS PATTERSON Phone: (206) 588-5158 14900 INTERURBAN AVE S - SUITE 283 , TUKWILA, WA, 98188 OCEAN PARK MECHANICAL INC Phone: 14900 INTERURBAN AVE #283 TUKWILA, WA981684654 0CEANPxxO24W1 Expiration Date: 7/11/2030 II DESCRIPTION OF WORK: UNDERGROUND AND PODIUM LEVELS ONLY. WASTE, VENT AND WATER PIPING FOR UNDERGROUND AND COMMON/RETAIL/KITCHEN TIE-INS. THIS PERMIT APPLICATION IS FOR THE UNDERGROUND ONLY. WE ALSO FILED A SEPARATE APPUCATION FOR THE ENTIRE PROJECT OF WHICH THIS ENTIRE APPLICATION 15 OVERLAPPED FOR CONTRACT VALUE. FIXTURES AND DRAINS HAVE BEEN SEPARATED OUT FOR EACH APPLICATION. Valuation nfWork: $150000I0 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $1,39078 Current Codes adopted by the City of Tukwita: lnternational Building Code Edition: lnternational Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International FueI Gas Code: 2015 2015 20152015 2015 National Electricl Code WA Cities Electrical Code: WAC 296-46B: 2017WA State Energy Code: 2017 2017 2015 Permit Center Authorized Signature: Date: 074 ,�/ 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. 1 am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: `%eke (f CM -Pt ate! Date: 7/5/wig 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: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 gauge. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 15: ***PUBLIC WORKS PERMIT CONDITIONS*** c 4 16: 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 8004 GROUNDWORK 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKWIB' Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. Project No. Date Application Accepted: Date Application Expires: 1, ( `- . `1 (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** Site Address: Tenant Name: King Co Assessor's Tax No.: 022310-0080 415 Baker Boulevard, Tukwila, WA 98188 Sterling Southcenter Suite Number: 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 Floor: New Tenant: ® Yes El ..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): $ 150,000 Scope of Work (please provide detailed information): Underground and podium levels only. Waste, vent, and water piping for underground and common/retail/kitchen tie-ins. *** This permit application is for the underground only. We also filed a separate application for the entire project of which this entire application is overlapped for contract value. Fixtures and drains accounted for on the full permit application. Building Use (per Intl Building Code): Mixed Use Occupancy (per Int'l Building Code): Mixed Use Utility Purveyor: Water: Sewer. H:\Applications\Forms-Applications On Line\201 1 Applications'Plumbing Permit Application Revised 0-9-11.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/or - piping outlets being installed and the quantity tow: Fixture Type Qty Bathtub or combination bath/shower 0 Dishwasher, domestic with independent drain 0 Shower, single head trap 0 Sinks Gi Rain water system — per drain (inside building) # w Grease interceptor for commercial kitchen (>750 gallon capacity) i Each additional medical gas inlets/outlets greater than 5 0 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) is J Fixture Type Qty Bidet 0 Drinking fountain or water cooler (per head) 0 Lavatory 3* Urinal SS Water heater and/or vent 0 Repair or alteration of water piping and/or water i treatment equipmentli 0 Backflow protective device 4 other than atmospheric- type vacuum breakers 2 inch (51 mm) diameter or smaller 0 0 Atmospheric -type vacuum s breakers not included in lawn sprinkler backflow protections over 5 7t Fixture Type Qty Clothes washer, domestic 0 Food -waste grinder, commercial 0 Wash fountain 0 Water closet S. 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 4 Fixture Type Qty Dental unit, cuspidor 0 Floor drain Receptor, indirect waste (t -1 I Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity V 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 0 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 R ED AGENT: Signature: • Date: 05/03/2018 Print Name: Terris Patterson Day Telephone: (206) 588-5158 Mailing Address: 14900 Interurban Avenue, Suite 283 Seattle WA 98168 City State Zip H:\Applications\Forms-Applications On Line\201 1 Applications\Plumbing Permit Appli Revised: August 2011 bh n Revised 8-9-11.docx Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,123.32 PG18-0069 Address: 407 BAKER BLVD UnitBLDG Apn: 0223100080$1,123.32 Credit Card Fee $32.72 Credit Card Fee R000.369.908.00.00 0.00 $32.72 PLUMBING $1,038.67 PERMIT FEE R000.322.100.00.00 0.00 $1,005.52 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $51.93 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14887 R000.322.900.04.00 0.00 $51.93 $1,123.32 Date Paid: Monday, July 09, 2018 Paid By: TERRIS PATTERSON Pay Method: CREDIT CARD 06752D Printed: Monday, July 09, 2018 3:26 PM 1 of 1 CRIOVSYSTEMS Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 07/09/2018 03:26:02 PM CREDIT CARD SALE VISA CARD NUMBER: **********1627 K TRAN AMOUNT: $1,123.32 APPROVAL CD: 06752D RECORD #: 000 CLERK ID: Laurie Thank you! Customer Copy https://classic.convergepay.comNirtualMerchant/transaction.do?dispatchMethod=printTr... 07/09/2018 DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID $267.46 PG18-0069 Address: 415 BAKER BLVD BLDG Apn: 0223100080 $267.46 Credit Card Fee $7.79 Credit Card Fee R000.369.908.00.00 0.00 $7.79 PLUMBING $259.67 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R14440 R000.322.103.00.00 0.00 $259.67 $267.46 Date Paid: Monday, May 07, 2018 Paid By: TERRIS PATTERSON Pay Method: CREDIT CARD 09288D Printed: Monday, May 07, 2018 3:18 PM 1 of 1 SYSTEMS itaF-00'5) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BIvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj ct: JI cJO(dAi Tygs of Inspection: it... ti.ky.40 iv � rAD pAd r� BZwd, KEA Date Called: U pecial Instructions: Date Wanted: a -5-- ZAW, a.m. p.m. Requester: Phone No: ® Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: pb,.4,-n rwat Inspector: a...0 Ca....r) Date: S 201,E 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 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: � `t SDt. sess: "ajar -Date Ty Lf Inspection: 1 f Ah4L r1e AddSpecial CafIe�IMvei Instructions: * Uil�lc�te, Levet j . Date Wanted: 1 a.m. ,Z 'Z'2019 p.m. Requester: Phone No: pos Approved per applicable codes. 0 Corrections required prior to approval. kiLogia "yv,-44 CP/4)--/-; COMMENTS: ke- LeieL oK Inspector: • Datej 3S n REINSPECTION FEE REQUIRED. Prior to next ins pa 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 P6/8 -4q 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: .Snr_RtjA/G,S7N177te-irl/7 Type of Inspection: /edAti/14-hr /5:2- 04161/16" Address: 4:)7 peifteR orLid, Date Called: Special Instructions: P,DeR GAO WO 1 LreVil- 1 bate Wanted: a.m. e -2-3 -I 9 P.m. Requester: R/ &MAO R.611.-trit? Phone No: ADO -9y/ -Sep 1E1 COMMENTS: flepRz.. vie.D Recx)erti-- kim5/147 Approved per applicable codes. LJ Corrections required prior to approval. OR- 771- 1.--4v4g- O'Ott--ree kanol/ Li/PM/550RA Inspector: Date: g —23 el9 EJ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. cooftl"P INSPECTION RECORD 6 Retain a copy with permit PERMIT NO. V CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 4 Permit Inspection Request Line (206) 438-9350 P?ec;:c I /.5eiditeed4k T e of In sec ion: / , 141,1/A1 Qn1,1" J Address: ¥.0 24462 1,44:e. Date f/ led: , x -i Lvrt— 11, --- ,Spa Ins ca. Date ante : m3 — Z40/ 5 \---fnita Aequester U7A-MeS s z/- 7. Phone No: cl- (--tel.€s ri-re jariz cl-i- Approved per applicable codes. Corrections required prior to approval. tOMMENTS: t-56i'fris, Qn1,1" J A-4 aqj x -i Lvrt— 11, oP s z/- 7. cl- (--tel.€s ri-re jariz cl-i- - oac,..._ CPU /0' iv_40, i'e-S-14- —c3R, r. Inspector: Date3: 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 Inspection: pi...AA-45i Address: 1°7 $314,4-4— ebulp Date Called: Special Instructions: Date Wanted: a.m. S-27,- i (3 eirrn; Requester: .e ‘1C1/170-11 Phone No: cY1 i I 0196 Approved per applicable codes. JJ Corrections required prior to approval. COM MENTS: C1:4Ap--7-7 At -t kJ:v-(612_ t-tyJirz_- -a. LOAM L-40-0"1-- *-7 — 44.44r-• kicrS btvvol_ - Inspector: Date: —ZZ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 6c/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. PC -Ig -00 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: -S+r-r 1 si tIs Senzi-iAcierler Type of Insilection: .. Undierowa LL 1 Address: 4107 &at cSL ei Date Called:I t... -.. Special Instructions: Date Wanted: .- a.rn? P.m': Requester: Phone No: LJApproved per applicable codes. El Corrections required prior to approval. COMMENTS: 4..T4111-‘ Zs) Inspector: g Date:9_ 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 IN ECTI0N 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: S71-06STAW1-06 SOUNdeA 7k,AQ Type of Inspection: Ra►. -1/Y f 110107/J Address: 107 5'9 R 8L.VZ Date Called: c7. /7.6sr deo Special Instructions: ATMFStrekCCUrti pT &ffeK - Date Wanted: QQ �-zI-lO qiiil Requester: _Plm'IES Phone No: ElApproved per applicable codes. Ej Corrections required prior to approval. COMMENTS: .0/1,_ / 6?9,ili DMIN 4 " SKS/4 c7. /7.6sr deo 50s/b 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 Project: Sir -4r 1-1`../SotAitieradvIcr- Type of Inspection: GrownattiJor?.- Address: ci 407 B A-KaI-v4 Date Called: . Special In r ctions: #k"" re•AA*Vt * LtAiet. 4_, Date anted: - ZINK a.m. p.m. Requester: Phone No: pproved per applicable codes. El Corrections required prior to approval. 'COMMENTS: — . 6),,,,y_ OP , '.- • Date: zge 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 P&LS '-65117 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: r- Sier I S e-eArla. Type of Inspecti n: G rMAYNNU.TOY k Address:rat _ , ^ a' 1 (� .� — ) W6SpecialtiscaPrs: .r • B Ll%� C 40,1stataaj k,-,Cit�s -mac Date Wanted:ds,, Z0/ a. p.m. pest Regy�este Phone No: 2V0 —9LE- 8594 Approved per ap • ' -i- • • . e orrections required prior to approval. COMMENTS: 4,lit / ' ' L *Val .r 811• W '- - 1 4.-ej 40,1stataaj k,-,Cit�s -mac • zt$ L; . - (a * t 4/7_) -DJ( Inspector: C.31:2_ 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 Proj ct: . S "Ito SA41114 Jr Type of Inspection: Grrksoli. ty-ttr&_ Address: LP B 1-31C1' Date Called: Special Instructions: Date Wanted: "7 - 17-- it) if canic P.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: gr -ANAL, /, 'WNW. tAj nr goo?. 2, 41-- 171,5- c4/1,2, rrkft 17? -4/0 env') vcrAkyr-r‘l ft-- 45 V— Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Southcenter located Et z G(1011100115 E Washington L.; Oregon 33 California c5) Texas 06/27/2018 Alaska Colorado Alliance Pacific Northwest Builders Montana Attn: James Endicott Sterling @ Southcenter FILE Re: Structural Plumbing Review (foundation) — Sterling Southcenter Dear: James VEVEIEWIEn JUL 0 6 2018 LEY This letter is prepared to address the plumbing penetration requirements for Steri Baker Boulevard, Tukwila Washington. Plumbing penetrations shall structural design documents. Where penetrations exceed what is allowed rptakritOrt confo.• penetrations shall be reviewed and approved on a case by case basis by the Engineer of Record. 415 tIca tihc 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 FOR CODE COMPUANCE APPROVED JUL 0 9 2018 City of Tukwila BUILDING DIVISION sk,„, ;•-• OVA 707 W 2nd Avenue , WA 99201 Phone (509) 455-4448 Service Innovition 'Value FIL2 City of Tukwila: Department of Community Development 63OOSouthcenterBoulevard, Suite 1OO Tukwila, WA 98188 (206) 431-3670 Dear Allen 1ohannssen,re: 9G18'0069: Building review comments dated 5/10/2018: 1. Included in the plans are matrices delineating ow many square feet it serves as well as the number of. ' ^ � ��[M�t���a�6���s��bhu hserserves serves. 2. AIso inctuded is the sizing for the commercial 1000-galton grease in e -~° -~ ested by the kitchen contractor. 3. Details 3 and 5$n.sheet 54.01 _elow/)address the structural integrity ofcolumns through 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. 54.01, Detail 03: 54.01, Detail 05: Kw".FC��z� PLANS - SLEEVES THRU CONCRETE SLAB REVIEWED FO— CODE COMPLIANCEAPPROVED JUL A& 2018 City of Tukwila BUILDING DIVISION '���a,CATEL, ZONE PEA PLAN - SLEEVES THRU CONCRETE SLARAT COLUMN, � � U�� Do(,q � ��� C���'�}��ll�����|i�� 7 p Plumbing pipes will be wrapped during construction for protection and wII be protected by wrapped sheetmetal afterwards as shown below. . Building review comments dated 6/15/2018: I. Building Codes have been updatedon page P0 to 2015 UPC and 2015 WSEC. 2. Plans are stamped and dated by our engineer, as requested. 3. Floor sinks andfloor dra3nshave trap primer I4nes drawr on them. Notes 3and ^4onP1l}' indicate the make, mode number, and sizvng as discussed. Plans have been updated to include the commentfrom May 10th, 2018 as discussed. Please don't hesitate to call 206-588-5158 with questions or for additional clarification. Si Terris Patterson Project Manager Ocean Park Mechanical ES -994 For Health Hazard Applications Job Name Job Location Approval Engineer Contractor's P,O, No RECEIVED Contractor JUN 0 5 2018 Approval Representative TUKWILA PUBLIC WORKS LEAD FREE* Series 994 Reduced Pressure Zone Assem Sizes: 21/2" -10" (65 - 250mm) Series 994 Reduced Pressure Zone Assemblie vide protection of the potable water supply in ac codes. This series can be used where approved by e local jurisdiction on health hazard cross -connections. Seri 994 f ures a sho 1 E length, lightweight stainless steel body, corrosion sistant stainless steel relief valve, and patented torsion spring checkv. ves. JUN 11 2018 D FOR PLIANCE Features • Stainless steel construction provides long term crrosioney it Tukwila and maximum strength B ILDING DIVISION • Stainless steel body is half the weight of compe installation & shipping costs • Short end-to-end dimensions makes retrofit easy • Bottom mounted relief valve reduces clearance requiremRRECTION SY St er Test Cocks ooved 'Coupling Disc installed against art outside wall • Torsion spring check valves provides maximum flow at io\LTR# pressure drop • Thermoplastic & stainless steel check valves for trouble-free operation • No special tools required for servicing • Compact construction allows for smaller enclosures • Stainless steel relief valve features a balanced rolling diaphragm to eliminate sliding seals and lower maintenance costs Specifications A Reduced Pressure Zone Assembly shall be installed at each cross -con- nection to prevent backsiphonage and backpressure of hazardous materi- als into the potable water supply. The assembly shall consist of a pressure differential relief valve located in a zone between two positive seating check valves. The main valve body shall be manufactured from 300 Series stainless steel for corrosion resistance. The check valves shall be of thermoplastic construction with stainless steel hinge pins, cam arm, and cam bearing. The check valvesrian utilizea single torsion spring design to minimize pressure drop through the assembly. The check valves shall be modular and shall seal to the main valve body by the use of an 0 -ring. There shall be no brass or bronze parts used within the check assembly or relief valve. The use of seat screws to retain the check valve seat is prohibited. All internal parts shall be accessible through a single cover on the valve assembly securely held in place by a two -bolt grooved coupling. The differential relief valve shall be of stainless steel construction and shall utilize a rolling diaphragm and no sliding seals. The relief valve shall be bottom mounted and supplied with a steel reinforced sensing hose. The assembly shad inciude two resilient seated shutoff valves & four bats type t ks. The assembl hall be a W Series 9 I ary urtti rni a ate aAB are provided for reference only. For precise measurements, pi Tec Tecl1 caI . ce. Watts reserves the right to change or modify product design, construction, spec'dications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold, Laser Cut/Pohished Cam Arm Stainless Steel Relief Valve Models Suffix: NRS — non -rising stem resilient seated gate valves OSY — UL/FM outside stern & yoke resilient seated gate valves "OSY FxG — flanged inlet gate connection REGENEDte connection "OSY GxF — grooved inlet gate cont i n n0FAUll4W1LAection "OSY GxG —grooved inlet gate connection and grooved outlet gate connection LF — without shutoff valves cast iron strainer S - MAY 31 2018 Available with grooved NRS gate valves: a i Post indicator plate and operating nu a m - - s —Consuttiactoryfor dimensions Note: The installation of a drain line is recommended. When installing a drain line, a 994AGK-P air gap is necessary. See ES-AG/EVTC for additional information. Now Available JattsBox Insulated Enclosures. For more information, send for literature ES -WB. ER IMPORTANT: INQUIRE WITH GOVERNING AUTHORITIES FOR .LOrstL.INSTALLATION .REQUIREMENTS "The wetted surface of this product contacted by consumable water contains less than one quarter of one percent (0.25%) of lead by weight. WWATrS® Materials All intemal metal parts: 300 Series stainless steel Main valve body: 300 Series stainless steel Check assembly: Noryle Flange dimension in accordance with AWWA Class D Pressure Temperature Temperature Range: 33°F —110°F (0.5°C — 43°C) continuous Maximum Working Pressure:175psi (12.1 bar) Capacity *Typical maximum flow rate (7.5 feet/sec.)'•UL rated flow Series 994 performance as established by an independent testing laboratory (1996 UL) 6" (150mm) 1 1 1 kPa psi 145 21 124 18 103 15 83 12 62 9 41 6 21 3 6 pd 145 71 124 18 103 15 83 12 62 9 41 6 21 3 0 Standards AWWA C511-92, CSA B64.5, UL Classified Approvals e c l us US © Approved 1013 B64.5 (OSY only) (2'/" -10", OSY ordy) Approved; by the Fol talion for; Cross Connection Control & Nlldraeilc Research at the University of Southern California Sizes 21/2" — 6" (65 — 250mm) 2Y" (65mm) * ** 0 100 200 380 760 7.5 15 2.3 4.6 3" (80mm) 300 1140 Flow 400 500 600 Wm. 1520 1900 2280 Ipm mps IPS pd 145 21 124 18 103 15 83 12 62 9 41 6 21 3 0 100 200 300 400 380 760 1140 1520 1900 2280 500 600 7.5 15 2.3 Flow 4.6 41t ** 100 200 300 400 380 760 1140 1520 7,5 2.3w Dimensions `.:Weights ��'; ♦ 1 , 500 600 1900 2280 2860 15 4,6 700 C (open) M Spm mos 1Pe1 Ins mps kPa pd 145 21 124 18 103 15 p 83 12 62 9 a. 41 6 21 3 0 ** kPa pd 138 20 124 18 110 16 98 14 83 12 55 8 kPa pal 138 20 124 18 110 16 96 14 33 12 69 10 55 8 0 0 250 500 950 1900 750 2090 7.5 Flow 2.3 (20 ) * 1000 1250 3800 4750 15 4.6 1500 5700 0 400 800 1200 1520 3040 4560 7,5 Flow 2.3 10" (250mm) 1600 2000 2400 6080 7600 9120 15 ** 4.6 500 1000 1900 3800 Flow 1500 2000 5700 7600 7.5 2.3 2500 9500 Air Gap Assembly 113/4" a 2" (50mm) (m) 7" (175mm) .. Pipe Thread Horizont4Air, 6 Ftting 2' —10" 9f14'ACk qm fps mps 3000 qpm 11400 lPm 15 fps 4.8 nr SIZE (011 DIMENSIONS' A C (OSY) C (NRS) 0 WEIGHT G L M N P w/Gates w/o Gates in. mm 16, mm in. mm in, mm in. mm in. mm in. mm 1, mm in. mm in. mm lbs. kgs. lbs. kgs. 21/2 65 37 940 16% 416 93/s 238 101/2 267 10 254 22 559 10 254 61/2 165 7 178 148 67 60 27 3 80 38 965 18% 479 10'/4 260 101/2 267 10 254 22 559 101/2 257 7 178 7' 191 226 103 62 28 4 100 40 1016 223/ 578 12%8 310 101 267 10 250 22 559 121/8 308 81/4 210 9 229 235 107 65 30 6 150 481/2 1232, 301/2 765, 16 406 ., 111/ 292 15 381, 271/2 699 181/2 4701 131/2 343 x 11 279 r 380 172 ' 110 50 8 200. ' 52' 1.334 37%4 959 ,19,%6 50.6 . 1,21/2 318 1.5 381, :'291 749 , 21% 549 151 394 131/2 343 571. 259 179 81. 10 250 551/2 1410 45% 1162 2313/16 605 ' 121 318 15 381 291/2 749 26 660 181/2 470 16 406 773 351 189 86 Norvl® is a reaistered trademark of SABIC Innovative Plastics'". WWATFS® A Watts Water Technologies Company ES -994 1118. USA: No. Andover, MA • Tel: (978) 688-1811 • Fax: (978) 794-1848 • www.wAtts,com Canada: Burlington, ON • Tel: (905) 332-4090 • Fax: (905) 332-7068 • www.wattscanada.ca Cc3 2011 Watts ES-LF007 For Non -Health Hazard Applications Job Name Contractor Job Location Approval Engineer Contractor's P.O. No Approval Representative LEAD FREE* Series LF007 Double Check Valve Assemblies Sizes: 1/2" - 3" (15 - 80mm) Series LF007 Double Check Valve Assemblies shall be referenced cross -connections to prevent the backflow water into the potable water supply. Only those cross - identified by local inspection authorities as non -health be allowed the use of an approved double check val The LF007 features Lead Free* construction to comp! Free* installation ,requirements. REVIEWED F ncAVE COMpu f pollutAPPROVE onnections azard shall assembil I with Leap N 1 1 2018 Check with local authority having jurisdiction regarding ertIca orientation, frequency of testing or other installation req ireme :ity of Tukwila The valve shall meet the requirements of ASSE Std, 1 FBIJJLDING DIVISION AWWA Std. 0510. Approved by the Foundation for Cross - Connection Control and Hydraulic Research at the University of Southern California. Features • Ease of maintenance — only one cover • Top entry • Replaceable seats and seat discs • Modular construction • Compact design • Lead Free* cast copper silicon alloy body construction — 1/2" - 2" (15 - 50mm) • Fused epoxy coated cast iron body — 21/2" - 3" (65 - 80mm) • Top mounted Lead Free* ball' valve test cocks • Low pressure drop • No special tools required for servicing • 1/2" - 1" (15 - 25mm) have tee handles Specifications A Double Check Valve Assembly shall be installed at each noted location. The assembly shall consist of two positive seating check modules with captured springs and rubber seat discs. The check module seats and seat discs shall be replaceable Service of alt internat components shall be through a single access cover secured with stainless steel bolts. The Double Check Valve Assemblies shall be constructed using Lead Free* cast copper silicon alloy. Lead Free* Double Check Valve Assemblies shall comply with state codes and standards, where applicable, requir- ing reduced lead content. The assembly shall also include two resilient seated isolation valves; four top mounted, resilient seated test cocks. The assembly shall meet the requirements of ASSE Std. 1015 and AWWA Std. 0510. Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. Assembly Shall be a Watts Series LF007, CORRECTION LT R# First Check Module Assembly Second Check Module Assembly The LF007 Series features a modular design concept which facilitates complete maintenance and assembly by retaining the spring load. Now Available WattsBox Insul For more inform NOTICE Inquire with governing authorities fliikYal alalathrequirements PERMIT CENTER The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before eginning the installation of this product. Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Wafts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. IWAm Pressure — Temperature '/z" - 2" (15 - 50mm) Temperature Range: 33°F -180°F (0.5°C - 82°C). Maximum Working Pressure: 175psi (12.1 bar). 21h" - 3" (65 - 80mm) Temperature Range: 33°F - 110°F (0.5°C - 43°C) continuous, 140°F (60°C) intermittent. Maximum Working Pressure: 175psi (12.1 bar). Standards ASSE Std. 1015, AWWA Std. C510 IAPMO PS31, CSA B64.5 Approvals gal t ` ASSE, AWWA, !AMC, CSA, UPC ♦ Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southem California. • Models with suffix LF and S are not listed. • UL Classified (without shutoff valves only) 3/4" - 2" (20 - 50mm) (except 007M3LF) • UL Classified with OSY gate valves (212" and 3" horizontal only.) 1 12" - 2" models Lead f=ree with strainer Horizontal and vertical "flow up" approval on all sizes NSF, Models Sizes: '/z" - 2" (15 - 50mm) Suffix: S - copper silicon alloy strainer LF - without shutoff valves W/Press'" - press inlet x press outlet (1" - 2" only) Prefix: U - Union connections 21/2" - 3" (65 - 80mm) Suffix: NRS - non -rising stem resilient seated gate valves OSY - ULJFM outside stem and yoke resilient seated gate valves LF - without shutoff valves QT -FDA - FDA epoxy coated quarter -tum ball valves " Viega ProPress® connections are optional factory -installed fitting on each end of the approved/certified assembly. Subscript 'S' =strainer model Dimensions - Weights MOOFL SUE (DN) A B C DIMENSIONS D F G R T WEIGHT In. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs. tA' LF007QT 'h 15 ' 10 254 4544 117 27%6 62 — — 5 127 33/4 85 23/46 59 2116 52 4.5 2 t&v LFD07M3QT /4 20 ' 11% 262 ' 4 102 ' 3%e 79 — — ' 63/6 157 ` 33/46 87 2% 54 13/46 33 ` 5 2.3 ftor LPo07MTQT 1 25 ' 13% 337 5% 130 ` 4 102 — — Th 191 33/6 85 1n/,6 43 1% 43 12 5.4 f&'v 11007M2QT 11/4 32 ::16% 416 5 127 35A6 84 — — 91/2 241 5 127 3 76 2 50 15 6.8 tike LF007M2QT 11/2 40 163/+ 425 4% 124 31 89 — — 93/4 248 513/6 148 31% 79 213/46 68 15.9 7.2 TAv LF007M1QT 2 50 191 495 61/4 159 4 102 — — 1334 340 61/4 156 3'/6 87 21A6 68 25.7 11.7 •v 1F007QT-S 1/2 15 13 330 6 152 2'/6 62 3 76 5 127 33%4 85 25/6 59 2116 52 5.5 2.5 •v LF007M3QT-S 314 20 14' 368 6'% 156 31/8 79 3 76 63/6 157 3'/16 87 21/8 54 15/6 33 6.7 3.1 •♦ LF007M1QT-S 1 25 1715/18 157 73/4 197 4 102 31/4 83 71/2 191 3% 85 111/16 43 11/16 43 14 6.4 •♦ LF0Q l2QT-S 111/4 ,,32 ;11 546 6 X179 x35/16, Dr 3'h 83 9'h 241 5 127 3 76 2 50 19 8.6 •v LF00TM2QT=S., 1'h 4Q 213/4 552' ' 179 314 89 33/4 95 93/4 248 513/6 148 3'/6 79 2'A6 68 19.6 8.9 •T LF007M10T-S. ' 3 50 ;`. 253/4 ' 54,, X 221- 4 '' f92 4 102 13% 340 ' 6 % 156 ` 3'/ 6 87 `'213/46 68 ` 33.5 15.2, Sizes: 21h"' — 3' (65 80r11►m) 1" LFUDo7M1 QT Union Tailpiece ------..1 Union Nut Sizes:' ' - 2" (15 — 50mm) Strainer Dimensions M. mm 21/ 65 3 80 M N mm in, mm 10 254 6'h 165 101, 267 7 178 lbs. kgs. 28 13 34 15 Union Tailpiece ------ Union Nut -4 MODEL in. mm in. A mm in. B mm E, E1 in, mm in. R mm tbs. kgs. LF007QT-FDA 21/2 65 331/6 841 63/6 162 91/46 230 83/4 222 155 70 • LF007-NRS 2'12 65 331/6 841 93/4 238 91/6 230 83/4 222 155 70 •♦ LF007-0SY 21/2 65 3314 841 163/6 416 91/46 230 83/4 222 158 72 LF007-QT-FDA 3 80 341/4 870 63/13 162 91/46 230 83/4 222 155 70 • LF007-NRS 3 80 341/4 870 101/4 260 91A6 230 83/4 222 185 84 •♦ LF007-0SY 3 80 341/4 870 18% 479 91/46 230 83/4 222 185 84 1" LFUDo7M1 QT Union Tailpiece ------..1 Union Nut Sizes:' ' - 2" (15 — 50mm) Strainer Dimensions M. mm 21/ 65 3 80 M N mm in, mm 10 254 6'h 165 101, 267 7 178 lbs. kgs. 28 13 34 15 Union Tailpiece ------ Union Nut -4 MODEL SIZEO3N1 in. mm in. DIMENSIONS A mm LF0007QT 1/2 15 1211/46 326 LF0007M2QT 3/4 20 1311/46 350 LF0007M2QT 1 25 16% 422 LF0007M2QT 11/4 32 203 527 LF0007M2QT 11/2 40 211/2 546 1.F0007M1 QT 2 50 24' 622 Capacity As compiled from documented Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern Califomla lab tests. tt Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) " UL rated flow bars psi .8 12 e .7 10 g:2, .5 8 .4 6 .34 .1 2 0 0 bars psi 1.5 22 1.2 1 .96 14 .69 10 .41 6 .14 2 bars psi 1.1 16 .8 12 .7 10 .5 8 .4 6 .3 4 .1 2 bars psi 1 14 .8 12 7 10 .5 8 .4 6 .3 4 .1 2 0 0 1/2" (15mm) tt r 0 0 7.6 2 4 15.2 5 1.5 6 22.8 7.5 2.5 Flow 3/4" (20mm) tt 8 30.4 10 38 10 3.0 12 gpm 45.6 Ipm fps mps 0 5 10 15 0 19 38 57 75 2;3 20 25 30 76 95 114 15 4;6 Flow 1" (25mm) tt 35 40 45 50 gpm 133 152 171 190 Ipm Ips 0 5 10 15 20 25 30 35 40 45 50 55 60 gpm 0 19 38 57 76 95 114 133 152 171 190 209 228 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Flow 11/4" (32mm) tt 0 10 20 30 40 50 60 70 80 0 38 76 1 4 152 190 228 266 304 5 7.5 10 15 1.5 2.3 3.0 4.6 Flow %IWATFS® 90 100 110 120gpm 342 380 418 4561pm fps mps bars psi E .7 10 .5 8 .4 6 .3 4 .1 2 0 0 8 11/1" (40mm) tt 18 28 30 40 0 38 76 1 4 152 5 1.5 50 60 70 190 228 66 7.5 10 2.5 3.0 Flow 2" (50mm) bars psi tt , .8 12 E .7 10 .5 8 .4 6 3 4 .1 2 0 0 0 25 80 304 90 180 110 120 gpm 342 380 418 456 Ipm 15 fps 4.5 mps 4 bars psi g .7 10 es .5 8 i:' .4 6 .3 4 .1 2 0 0 bars psi .7 10 g .5 8 GI .4I .3 4 .1 2 0 0 50 0 95 190 5 1.5 75 285 7.5 2.3 100 380 10 3.0 Flow 21/1" (65mm) tt 125 150 475 570 15 4.6 175 200 gpm 665 760 1pm fps mps ** 25 50 75 100 125 150 0 95 190 285 380 475 570 5 7.5 10 1.5 2.3 3.0 Flow 3" (80mm) tt 175 200 225 250 gpm 665 760 855 9501pm 15 fps 4.6 mps ** 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm 0 95 190 285 380 475 570 665 760 855 950 1045 1140 1235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps • Flow ES -15007 1808 USA: T: (978) 689-6066 • F: (978) 975-8350 • Watts.com Canada: T: (905) 332-4090 • F: (905) 332-7068 • Watts.ca Latin America: T: (52) 81-1001-8600 • Watts.com © 2018 Watts • 4 111111111111MI _DCI enatneens § Seattle 0 Portland 0"1-5 Spokane 2 San Diego an Austin .92 Irvine -8 Eugene § San Francisco Anchorage FILE STRUCTURAL CALCULATIONS STERLING SOUTHCENTER FOUNDATION PLUMBING PERMIT Jti [))EVO EWE n JUL 0 6 2018 REID MIDDLETON, INC. Prepared for: Urbal Architecture 1938 Fairview Avenue East, Suite 100 Seattle, WA 98102 REVIEWED FOR CODE COMPLIANCE APPROVED • • . JUL 0 9 2018 City of Tukwila BUILDING DIVISION July 6, 2018 DCI Job Number 17041-0175.00 %le 00 /9? 601 W. Riverside, Suite 600 Spokane, Washington, 99201 Phone (509) 455-4448 Service Innovation Value 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 GOIDELIN: 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 car; be used to resist the punching shear. At all interior columns punching shear is calculated s 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 1" RAM Concept © 20/7 Bentley SystarffrInc. RAM Concepe" is a trademark of Bentrey 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 + 1.6S: Max Vx Plan 36 Factored LC: 1.2D + flL + 1.6S: Max Vy Plan 37 Factored Wind LC: 1.2D + fiL + 0.55 + 1.0W: Max Mx Plan 38 Factored Wind LC: 1.2D + fiL + 0.5S + 1.0W: Max My Plan 39 Factored Wind LC: 1.2D + fiL + 0.55 - 1.0W: Max Mx Plan 40 Factored Wind LC: 1.2D + flL + 0.5S - 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 + flL + f2S - E: Max Mx Plan 44 Factored Seismic LC: 1.2D + fiL + 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: Kips - 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 IGps Line Force Spring: ksi Line Moment Spring: k/° Moment: kip -ft - Report As Zero: 0 kip -ft Moment Per Width: Kips - Report As Zero: 0 Kips Reinfordng Area: int 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: Kips Reinfordng Stress: ksi Elongations: inches Units - 3 Signs Positive Loads /47, r Positive Analysis Positive Reactions z Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 pe/ Signs - 4 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Materials Concrete Mix Mix Density Density For fc/ Pc fcui fcu Poisson User Eci User Ec Name (pci Loads (pct) (psi) (psi) (psi) (psi) Ratio Ec Cale (psi) (psi) 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 (se fpy fpu Duct Width Strands Min Radius Name Type (/n2) (ksi) (ks/) (ksi) (ksi) (inches) Per Duct (feet) 1/2" Unbonded unbonded 0.153 28000 175 243 270 0.5 1 6 1/2" 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 Losses Name (ks/) (inches) Friction (1/feet) (1/radian) (ksi) 1/2" Unbonded 216 0.25 0 0.0014 0.07 22 1/2" 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 Bar As Es Fy Straight 90 Hook 180 Hook Name (/n2) (ks/) (ks/) Coat/ng 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 Stud Area Head Area Min Clear Head Specified Stud Fy Stud Spacing Rounding Min Studs System SSR System Name (in2) (int) Spacing (inches) Spacing (inches) Our) 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 -9A217 217 1.096 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 10 mrdl.1217 1.096 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 12 mn9.1753 1.578 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 14 mne.2386 2.147 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 16 mn6.3116 2.805 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 20 mn9.4869 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 On -Pattern Factor Normal 1 Normal 1 Hyperstatic 1 Normal 1 Normal 1 Normal 1 Normal 1 Normal 1 Normal 1 Normal 1 Normal 1 Normal 1 Normal 1 Normal 1 Normal 1 Off-Pattem 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 Other Dead Loading Dead + Balance LC Active Design Criteria: <none> Analysis: Zero -Tension Loading 1 1 Standard Factor Self -Dead Loading Balance Loading Other Dead Loading Initial Service LC Active Design Criteria: Analysis: Zero -Tension Initial Service Design 1 1 1 Loading Standard Factor Self -Dead Loading Balance Loading 1 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 1 Balance Loading 1 Other Dead Loading 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 + S 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 + 0.751 + 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 (Unreducible) Loading 0.75 Live (Storage) Loading 0.75 Live (Parking) Loading 0.75 Live (Roof) Loading 0.75 Service LC: D + 0.75L + 0.75S 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 (Unreducible) Loading 0.75 Live (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 + 0.755 + 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 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: Soil Bearing Design Analysis: Zero -Tension Key Lateral Loading: VVind-Ultimate Standard Factor: -0.45 Loading Standard Factor Self -Dead Loading 1 Balance Loading 1 Other Dead Loading 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 Balance Loading Other Dead Loading 0.6 1 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 + 0.75L + 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 Balance Loading Other Dead Loading Live (Reducible) Loading Live (Unreducible) Loading Live (Storage) Loading Live (Parking) Loading Live (Roof) Loading 1 1 1 0.75 0.75 0.75 0.75 0.75 Service Seismic LC: D + 0.75L + 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 tWica edge RFI 39.cpt - 6/27/2018 Load Combinations - 12 Load Combinations (6) Service Seismic LC: D + 0.75L + 0.75S + 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 + 0.75S - 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: 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 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: Sustained Service Design Analysis: Zero -Tension Loading 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 + 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 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 + fiL + 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 Uve (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 + 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 + 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 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 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 + f1L + 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 Desigr 318-11 Ductility Design Soil Bearing Desigi None Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Design Rules - 21 Detailing Rules Custom Span Detailing Rules Rix max(La,L Rule Name None P1 x max(La,Lb) Sterling South - MAT Foundation topica edge RFI 39.cpt - 6/27/2018 *Rix max(Lb,5 x D,E,F La A A Fraction RI 0 x Lb 8 8 C C D D E E F F Fraction R1 Fraction R1 Fraction R2 Fraction R2 Fraction R2 0 0 0 0 0 0 0 0 0 0 0 "A", "8" and "C', are support reinforcement sets, based on the peak reinforcement in the support zone. "0", "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. 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 Mesh Input: Beams; Beam Priorities; Shb Areas; Slab AreaT Manassas; Slab Area Concrete Models; Slab Openings; Slab Opening Priorities; Paint Supports; Paint Support Icons; Line Supports; tine Support Icons; Walls Above; Walls Below Columna Above; Columns Bela., Poi Sole = 1:180 KFr=1 Kfsa1 W.lrl{ KFz=150 roan 000Ps note: there is a penetration at each column location whether there is actually a penetration there or not. these penetration are all sized at 611 as that is the largest penetration per the plumbing drawings. --2d 5000 ps1 1=a6 X5000 psi t=30 penetration • , typ at each column 50a61.pih-20 5 OOaav=20 Priori��0 pal G20, 5000h4tin'ty=20 1 te00 5000 pa: Sd5$ps1Y=20 penetration 1 60��i01''20 1=22 5000 psi ro xis=20 506y 1.16 woo psi Prior -4420. 1=22 5000 psi Mesh Input: Standard Plan - 1 Sterling South - MAT Foundation typica edge RFI 39.cpt - 7/6/2018 Mesh Input: Standard P an (2) ,n, Springs; Point Spring icons; Point Spring Values: Line Springs, Line Spring icons; Line Spring Values; Area Springer Area Spring icons; Area Spring Values; User Notes; User Lines: User Oimensione; 60 telt, 5000 psi PrioriOgyi Priority070 Priority.° 0000 5000 psi Prio .26 6000 ps. .27 5000 poi 1024 500040i Priori1,20 00.22 - 5000-1591 Pri0rify020 Priortiy020 Pnonty020 110.4 00000 \ K00.50 \ 00,01 • 25000050\\ \ \\ \ 1.66, 5000 \\\\ `.1 5030 • 14;0200 't(i.Y11.5 0000160 1,10.1 o 1000..2110 5 5 5 • .5'23 56019,01 5000p Priority.70 5000 4,; Pliway020 0036 5030 0036 5009 P. J Mesh Input: Standard Plan - 2 Mesh Input: Standard Plan (3) (.20 Prt=0 510 5dfil psi Pricsity=70 Sterling South - MAT Foundation typica edge RFI 39.cpt - 7/6/2018 500055 Prioass20 Prioritig4, i ! ts22 I 1=22 i ! 5i0PP Psi i istillitiO Prioritys20 ts34 5000 psi 55- 550=' 5000 psi Mesh Input: Standard Plan - 3 Sterling South - MAT Foundation typica edge RFI 39.cpt - 7/6/2018 Mesh Input: Standard Plan (4) l=11 5000 - .30 5000 pst t=10 5000-pst Priori -W.20 rgltaiy.2o t =30 5000 pm 5000 pm t=34 S000 ps1 Mesh Input: Standard Plan - 4 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Other Dead Loading: Line Loads Plan Other Dead Loading: Line Loads; Line Load Icons; Line Load Values; User Notes; User Lines; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Cohimn Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only, Scale = 1:375 Fz=0.5 .Jz=0.5 Fz=0.5 F,15 Fi=0.6 Fz=0.5 Fz= Fz=0.5$11 Wk - Fv=5.9n .F =16 F!=0.5 ,Fz=0.5Fz=0.5 Fz=0.5 oFz=5.9 Fz=0.5, ,F2=0.5 F1=0.5 Fz=0.5 Fz=0.5 Fz13 =7.7 1 Fi=7.78 -L. _ Fz=1f.=°,5,1F2=" Fz=7.75j Fz=l5 Fz=0.5° Fz=0.5 Fav0.5 „Ez=9.75_ jz=0.5 Fz=0.5 Fz=0.5 v " Fz=0:5 -Fi=0.54 Fz=9.33 Fz=0.5wFr--0.5 r z=0.5 ,Fz=0.5 Fr=0.5 eltti/AZ0.5 F' . Fz=0.5 =0 5 IF'41-5 rz=egowf,..5 Fr=0/4t=11.4 a 4,*Fz=0:5 Fz=0.5v Fz.m ,,Fz=0.5 ,Fz=0.5 iFz=0.v Fz=0.5 ,Fz5=15.5 F>=0 5 - gfili.Fz=1sk0,5_ _ V Fz=15.5 ' v - Fz=15.5' z=7.78 Fz=0.5 .,Fz=.0.5,Fz=2.5i=?Vs F2=7.78- 1,=7.78' I Fir=o7.6e Fz=6.22 Fz=0.5 Fz=0. Fz=0.5 Fz=6.22"1 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 Live {Reducible) Loading: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: VdtII Elements Above; Wall Elements Below; Wag Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:37S Fz--40 Fz=40 Fz=100 Fz1 Fz=4S Fz=100 Fz=40 fEz300' Fz=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 Ultimate Seismic East Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load kens; Line Load Values; Area Loads; Area Load Icons; Area Load Va 0,owing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above, Nall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scak = 1:375 fx=11.50 My=75200 Fx=380 My 8060 Fx=58 My=1130 Fx=55 .. My=1080 Fx=55 My=1090 Fx=590 My=11600 Fx=711 Fx=912 Fx=597 MY -6670 My=17900 My=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 Ultimate Seismic North Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load V Drawing Import: User Lines; User Notes; User Dimensions; Element: Vitali Elements Below; Wait Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:375 Fy=#01 Mx=7510 Fy=1150 Mx=21500 Fy=238 Mx=4400 Fy-687 Mx=12800 Fy-1020 Mx=15000 Ultimate Seismic North Loading: All Loads Plan - 28 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Ultimate Wind East Loading: All Loads Plan Ultimate Wind East Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Value Drawing Impart: 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 = 1:37S ,a Fz=q7r-277 Fz=23Iz=-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 Ulthreote Wind North Loading: User lines; User Notes; User Oirnensions; Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Lune Load Values; Area Loads; Area Load Icons; Area Load Valu Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Coburn Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:375 aFz=23yz=227' Fz=-2E2=•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; Drawing Import: User Lines; User Notes; User Dimensions; Element Wall Elements Below; Wall Elements Above; WWI Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:375 Service LC: D n L - Vertical Deflection Plot _.t 0.021 0.035 0.049 0A53 0.077 0.091 0.105 0.119 0.133 Min Value = 0.007928 inches ig (173,103.7) Max Value = 0.1519 inches (192.6,216.7) 0.105 0.063 0,063 0.091;: 0.079' 0.0 0. 0, 0.049. y. 40.077" 0491 .0.077.. 0.077, 0.063 0.133 0.105 010.091 0.077 .049 0,049.03 0.0450.049 .063 .063 .049 0.063 -'0.077 0 0.06 .049.077 .0491 .063 0.049 0,077 0.049 0.063+, 8.063 ,..,.:0.049': 0.05 049 .049 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: D+ 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: D • L Area Spring Vertical Reactions Plot (Maximum Values) 300 600 900 1200 1800 1800 2100 2400 2700 Min Value = 0 psf (195.5,200.4) Max Value = 2824 psf @ (183.3,217) 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: Wa6 Elements Below; Wali Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Stab Elements; Slab Element Outline Only; Scale = 1:375 Sustained Service LC - Vertical Deflection Plot -t� 0,018 0.03 0.042 0.054 0.066 0.078 0.09 0.102 0.114 Min Value = 0.00725 inches @ (173,103.7) Max Value = 0.1354 inches tg (192.6,216.7) 0.042 0.042 0.042 .03 OA40.03, .042i0.066d' 0.078 0.03 ?MSS 0.066 0.042 .0 �,� 0.078 0.054 0.042 .018 10100.054 575 64 0.08102 0.054 n nes 0.03 0.042 0.054 .042, U.04242 .031 'o.oy 0.111.0 . .03 0.042 Q 0.078 0.042 0.042,'.0.042'.:;,; 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: 1.2D + f1 L + 1.6S: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: lNaVatl 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 LC: 1.2D + f1 L + 1.65 - Bending Moment Plot (Maximum Values) (X -Axis Direction) One Contour= 5 Kips Min Value= -56.4 Kips pfg (206.2,154.5) Max Value= 124.1 Kips @ (122.7,165.5) -25, •-25 CD °1 C25 \ a5 2s 25 iso 77f F ---25� / : o s� 5Dj ` 1/ �\ T5, - j � 50� �� 100 �! por I 0 25 l \252 60 25- " `^ 0� • .25 Factored LC: 1.2D + fll + 1.6S: 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: 1.2D+ f1L + 1.6S: User Lines; User Notes; User Dimensions; Drawing import: User Lines; User Notes; User Dimensions; Element: Wag Elements Below; Wag Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:375 Factored LC: 1.2D+ f1L+ 1.65 - Bending Moment Plot (Maximum Values) (V -Axis Direction) One Contour= 5 Kips Min Value = 47.33 Kips (194.4,19.25) Max Value = 132.3 Kips Q (69.21,73.25) •2 0 e 25� 0 1) r}0 r25 0 it �/ 0 ,2 r'Oa25 L25 6 Factored LC: 1.2D + f1L + 1.6S: 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: 1.20 + f1L + 1.6S: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wail Element Outline Only; Colonel Elements Below; Column Elements Above; Web Elements; Slab Element Outline Only; Scale =1:375 Factored LC: 1.213+ f1L + 1.6S - Vertical Shear Plot (Maximum Values) (X -Axis Direction) One Contour= 5 kips/ft Min Value = -104.8 kipslft @ (122.7,165.5) Max Value = 87.07 kips/ft @ (101.9,165.7) 25 0 0 0 0 -25' 0 A`1 Factored LC: 1.2D + f1L + 1.6S: 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:1.213 fit. 1.5S: User lines; User Notes; User Dimensions; Drawing Import; User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wan Element Outline Only; Column Elements Below; Column Elements Above; Stab Elements; Slab Element Outline Only; Scale = 1:375 Factored LC: 1.2D • f1L • 1.6S - Vertical Shear Plot (Maximum Values) (V -Axis Direction) One Contour= 5 kips/ft Min Value = -94.91 kips/ft Fg (69.21,73.25) Max Value = 70.94 kips/ft @ (49.75,205.4) Factored LC: 1.2D + f1L + 1.65: Max Vy Plan - 37 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Factored Wind LC: 1.2D + f1L + 0.55 + 1.0W: Max Mx Plai Factored Wind LC: 1.20 *fit* 0.5S* 1.0W Userlines; User Notes; User Dimensions; Drawing Import: USG( Lines; User Notes; User Dimensions; Element: Walt Elements Below; Wall Elements Above; Watt Element Outline Only; Column Elements Below; Column Elements Above; Stab Elements; Slab Element Outline Only; Scale = 1:375 Factored 1Mnd LC: 1.2D + f1L + 0.5S + 1.0W - Bending Moment Plot (Maximum Values) (X -Axis Direction) One Contour= 5 Kips Min Value = -58.4 Kips (208.2,154.8) Max Value = 124.2 Kips @ (122.7065.5) ` Or • .J 0 0 0 u -25 25 0 ,450Y' ). I 25/ 40, CE -P;;.5). 0 - 2 25 25 � 75 50... 2.25.. .,,x'50, \ L -2.1L 100 50 pie 20" '25) zs 25 ^-575 i 50 ~25 /0-0 0 C°251 —25' .0 0 ti0 Or ro" 0 25�2� 2525 25-- L25=. 25.. 00 0 0 De r0 r0 Factored Wind LC: 1.2D + f1L + 0.55 + 1.0W: Max Mx Plan - 38 • Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Factored Wind LC: 1.2D + fil + 0.5S + 1.0W: Max My Mai Factored Wind LC: 1.2D + f1L+ 0.5S+ 1.0W: User Lines; User Notes; User Dimensions; Drawing tmport: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only, Colonm Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:375 Factored Wind LC: 1.20 + f1 L + 0.58 + 1.0W • Bending Moment Plot (Maximum Values) (Y.Axis Direction) One Contour= 5 Kips Min Value = -07.33 Kips I§ (194.4,19.25) Max Value = 141.9 Kips gg (100.1,137.6) — o Factored Wind LC: 1.2D + fiL + 0.55 + 1.0W: Max My Plan - 39 Sterling South - MAT Foundation typica edge RFI 39.cpt - 6/27/2018 Factored Wind LC: 1.2D + fiL + 0.5S - 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 Dirnensions; 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 W nd LC: 1.20 + f1 L + 0.55 - 1.0W - Bending Moment Plot (Maximum Values) (X -Axis Direction) One Contour= 5 Kips Min Value c -55.1 Kips fit (208.2,154.8) Max Value = 124.5 Kips (122.7,165.5) 25 . a -25 tzs 0 0 of 1 25 _ y (-A.77 7f,7�5„75; 0 (25 �-- •J 25� 0. 25 -2s- 11; t 0 /0 0 \\ r�� (' S0•.� i' 25a: 5v__-/ r iL ,j11/25 °�z5 r 0 t7S• � " "�•��� ( 2s � X56 521. / 1 -251 ( 351 25� `� {i° 25 50 l 1 ti _ . 0, +25 C`r 75 1 5 -25 J t0 25 `� 0 0 0 2:25-2 25 0 V 2 Factored Wind LC: 1.2D + f1L + 0.55 - LOW: Max Mx Plan - 40 Sterling South - MAT Foundation typica edge RFI 39.cpt 6/27/2018 Factored Wind LC: 1.2D + fiL + 0.5S - 1.0W Max My Plan Factored Wind LC: 1.20 * 11L * 0.55 - 1.OW: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wail Elements Below; Wali Elements Above; Wail Element Outline Only; Column Elements Below; Column Elements Above; Stab Elements; Slab Element Outline Only; Scale = 1:375 Factored Wend LC: 1.213 * (IL* 0.5S - 1.0W - Bending Moment Plot (Maximum Values) (V -Axis Direction) One Contour= 5 Kips Min Value = .87.33 Kips B) (194.4,19.25) Max Value = 135.7 Kips eg (127.3,136.8) .gym .. V.. iis p 0 251 25 t 75' ) j 25� 25-25/ 0 CA, 0 5 0 2 25= / 0 0 0 0 1 / 0 0 g Factored Wind LC: 1.2D + f1L + 0.5S - 1.0W: 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: 1.20 + f1L + 42S + 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: 1.213 + f1L + f2S + 5 -Bending Moment Plot (Maximum Values) (X -Axis Direction) One Contour= 5 Kips Min Value ...65.99 Kips 11)(73.17,194.2) Max Value = 307.2 Kips (207.9,33.59) J -.25, -20 2S �Z I -0 1 iso 4 25 L) r25 D 0 Cr•50-.), 0 " 0�0'+ 0 �0 2 v \ 0 !�rui7. '`,, Cloo 10000 :S0 ,1 0 > 0 ---0 /0 5 0 25- 0 C0 1. 25. 0.--u 25 0 0 4 .3 .25— 0� 25 -25 -s5 `--2525" / 1205,0' *5400'+'50/ 0 25125 1 cF X25 0 . 0-_'0-.✓ Factored Seismic LC: 1.2D + f1L + f2S + E: Max Mx Plan - 42 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: 1.20 + 111. + 52S + E: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wa6 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: 1.20 + fi L + f2S + E - Bending Moment Piot (Maximum Values) (Y -Axis Direction) One Contour= 20 Kips Min Value = -97.95 Kips @ (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 + fIL+ f2S - E: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wali Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab EI Scale =1:375 Factored Seismic LC: 1.20 + H L + f2S - E - Bending Moment Plot (Maximum Values) (X -Axis Direction) One Contour= 10 Kips Min Value a -58.29 Kips 88 (208.2,152,8) Max Value = 395.8 Kips @ (208.2,38.02) 0 Outl O y�0 0 0 a0• fl -50 o— - 1- 101ur2° -- 1 !'"�-' 0100 Cu ,, � r // c009 0 Factored Seismic LC: 1.2D + fiL + f2S - E: Max Mx Plan - 44 a 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 + 111 + 12S - E: User Lines; User Notes; User Dimensions; Drawing Import: User lines; User Notes; User Dimensions; Element: Wali Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:275 Factored Seismic LC: 1.2D + HL+ 125 - E - Bending Moment Plot (Maximum Values) (Y -Axis Direction) One Contour= 20 Kips Min Value = -76.91 Kips @ (194.4,19.25) Max Value = 1221 Kips @ (39.5,19.75) Qoo 0 -- 0 0 1000 ' y"20010!U - ^�24fivw0j Factored Seismic LC: 1.20 + fiL + 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; MIT Elements Ebbw; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale .1:375 #61 459 460 #56 Using Calculated LLR Pa mmetersdculated LLR ParUsing Calculated LLR Param_etersculated LLR Parameters #57 trib area=0 trib area=0 trib area=0 trib area=0 UsingCalculated LLR Parameters #55 #54 LLR Parameters influence area=0 influence area=q influence area=0 influence area=0 crib area=0 .. culated LLR Pam__m_eters,d LLR Parameters crib areare crib area=0" max LLR=40 max LLR=40 max LLR=40 max LLR=40 influence area=Ontluence area=0 trio 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=0 Storage Loading Reduction=0 ge Loading ReductimStorage Loading Reduction=ole Loading Reduction=0ducible Loading Reduction=°ng Reduction=° max LLR=40 max LLR=40 Parking Loading Reduction=0n Loading ReducticParking Loading Reduction=0,g Loading Reduction=Otorage Loading Reduction=ong Reduction=0"le Loading Reduction=Oading Reduction=° „'.r.= "'" e - Using Calculated LLR Parte.'.:::. ; '""'""" "'" "" Parkin Loading Reduction=0 le Loading Reduction= -actin Reduction=0 trib area=0 crib area=0 influence area=0 #50 9 9 _ n Reduction=0 g Reduction=0 9 influence area=0 influence area=0 max LLR=40 u.:„ Calculated LLR Paramet_ersa c #Us "_�' "'^" 9 Loading __ading Reduction=0 max LLR=40 Reducible LoadingReduction=0 I ulate.Usin0 Calculated LLR Parameters max LLR=40 Crib area=0 trio area=0 trio area=0 using calculated LLR Parameters Reducible Loading ReductStorage Loading Reduction=0 crib area=0 #46 Reducible Loading Reduc, influence area=0 influence area=(inFluence area=0 Storage Loading Reducti,Storage Loading ReductirParking Loading Reduction=0 max LLR=40 max LLR=40 max LLR=40 influence area=Ong Calculated LLR Parameters Parking Loading ReducttrParking Loading Reduction=0 Reducible LoadingReduction=0, max LLR=40 ble LoadiReducible Loading Reduction=0 445trib area=° Storage Loading Reduction=0age LoadinmStorage Loading Reduction=°role Loading Reduction=0luence area=0s Parking Loading Reduction=°ling LoadincParking Loading Reduction=oge Loading Reduction=Ormax LLR=40 ranting Loading Reduction=0e Loading Reduction=0 Storage Loading Reduction=0 ReducibParking Loading Reduction=0 Storage Loading Reduction=0 #38 439 #40 #41 Parking Loading Reduction=0 837 Using Calculated LLR !Using Calculated LLR FUsing CalculalUsing Calculated LLR P:Using Calculated LLR Parameters d LLR Parameters area=0 trib area=° trib area=0 , trib area=0 Crib area=0v -� [rib area=0 influence area=0 influence area=0 influence areainfluence area=0 influence area=° influence area=° max LLR=40 max LLR=40 max LLR=40 max LLR=40 max LLR=40 m.x LLR=40 Reducible Loading RemReducible Loading RecReducible LoaReducible Loading Red,Reducible Loading Reduction= tiding Reduction=0 Storage Loading ReduStorage Loading ReduStorage LoadiStorage Loading ReductStorage Loading Reduction=°ading Reduction=° Parking Loading Redu,Parking Loading RedumParking Loadi,Parking Loading ReductParking Loading Reduction=ading Reduction=° #44 'sing Calculated LLR Parameters 443 tri6 area=Ding Calculated LLR Parameters influence area=0 trib area=0. max LLR=40 influence area=0 Reducible Loading Reduction=flax LLR=40 Storage Loading Reduction=OLoading Reductiomm0 Parking Loading Reduction=0oading Reduction 0' Parkin Loading Reduction84 max LLR=40 Reducible Loading Reduction=0 Storage Loading Reduction=0 Parking Loading Reduction° #35 #29 #34 633 431 #32 Using Calculated LLR Pammeters#30 Calculated LLR Parameters,g Calculated LLR Pammeters:alculated LLR PaCalculated LLR Parameters Using Calculated LLR ParUsing trib area=0aa Calculated LLR Parameters trib area=0 crib area=0 crib area=0 trib areatrib area=0 influence area=0 crib area=0 influence area=0 influence area=0 influence area=0 influence area=0 influence area=0 maz LLR=40 influence area=0 max LLR=40 max LLR=40 max LLR=40 max LLR=40 max 118=40 Reducible Loading Reduction=0; LLR=40 Reducible Loading Redu Reducible Loading Reduction=Oducible Loading Reduction=0;ible Loading Reductl Reducible Loading Reduction=0Storage Loading Reduction=0,ading Reduction=0 Storage Loading ReductitStorage Loading Reduction=OStomge Loading Reduction=°age Loading Reduction Storage Loading Reduction=0 Parking Loading Reduction=°ading Reduction=0 ing Loading Reduction=OParking Loading Reduction=0kinaq LoadlnQReductlonParkin r Loading Reduction=OUsing Calculated Llparking Parking Loading ReducticPavkLoading Reduction=0 trib area=0 Crib area=0 crib area=0 influence area=0 #22 421 #24 influence area=0 influence area=0 #25 621 max LLR=40, r,l,.,,rared LIR Parameters Using Calculated LLR Pamme(ersUsing Calculated LLR ParametUsing Calculated LLR Parameters max LLR=40 max LLR=40 y ..o.w.a. d LLR Pa.a...=�. a Reducible Loading Reduction=0 trib area=0' trib area=0 trib areare trib area=0eReducible Loading Reduction00ragee Loading Reduction=?educible Loading Reduction=Omen area=0 influence area=0 influence area=° influence area=0 Storage Loading Reduction=Oarege Loading Reduction=0 influence area=0 Parkin Loading Reduction=° max LLR=40 - LLR=40 max LLR=40 max LLR=40 Parking Loading Reduction=Orking Loading Reduction=0 g g ..z LLR=40 Reducible Loading Reduction= a Reducible Loading Reduction=Reducible Loading Reduction=0 Reducible Loading Reduction=0 ding Reduc Storage Loading Reduction=0 Storage Loading Reduction=0 Storage Loading Reduction=0 Storage Loading Reduction=0 Iding Reducb Parking Loading Reductio Parking Loading Reduction=0 Parking Loading Reduction=0 Parking Loading Reduction=0 ...y `.ading Reduction -w #20 #19 #17 613 Using Calculated LLR Parameters,g Calculated LLR Pammeters #t6 415 Using Calculated LLR Pammetersd LLR Parame4ers trib area=° trib area=° using Calculated LLR Parametemslculated LLR Parame " trio area=0'4 ` influence area=0 max LLR=40 max LLR=40 influence area=0 influence area=0 max LLR=40 max LLR=40 max LLR=40 --LLR=40 Reducible Loading Reaction =gducible Loading Reduction=0 Reducible Loading Reduction=ading ReductStorage Loading Reduction=OStorage Loading Reduction=gducible Loading Reduction=031e Loading Reduction Storage Loading Reductionraiding ReductirParking Loading Reduction=0Parking Loading Reduction=Storage Loading Reduction=oge Loading Reduction= Parking Loading Reduction=0 - rarking Loading Reduction=0n Loading Reduction= Using Calculated LLreix.im wddin�Rndua taona0rs trib area=0 [rib area=0 Usmy Lmcwa,eu LLn ra.a...",L.i trib area=0' crib area=0 influence area=0 influence area=0 Crib area=0 influence area -0 influence area=0 max LLR=40 max LLR=40 influence area=0 max LLR=40 TAY LLR=40 Reducible Loading ReductionReducible Loading Reduction=0 max LLR=40 Reducible Loading Reduction=Suding ReductSUamge Loading Reduction=°Stomge Loading Reduction=Oducible Loading Reduction=0 Storage loading Reduction= Siding ReductiLParking Loading Reduction=°Parking Loading Reduction=Storage Loading Reduction=0 Parking Loading Reduction=° ding Reduction=0 Parking Loading Reduction=0 crib area=0 trib area=0 influence area=0 crib area=0 influence area=° influence area=0 #18 te.slog Calculated LLR Parameters di LLR Parameters crib area=ong ca,curn influence area=0 crab area=0 ax LLR=40 influence area=0 Reducible Loading Reduction= pLLR=40 "Storage Loading Reduction=0' ding Reduction=0 °Loading Reduction=°ading Reduction=0 _Parking.,.. c mg Loading Reduction=ors #5 #2Using Calculated LLR Parameters Using Calculated LLR Parametrib area=0 `trib area=0 influence area=0 influence are=n max LLR=40 max LLFiReducible Loading Reduction=0 Reducible Loading Storage Loading Reduction=° Storage Loading Rparkin Loading Reduction=° Parking Loading Reduction=0 trib area=0 influence area=0 max ce r area influence area=0 --x LLR=40 Reducible Loading Reduction=0ading Reduction=0 Storage Loading Reduction=°ading Reduction=0 Parking Loading Reduction=0 ^. ^...y `.acting Reduction=0 03 #4 Using Calculated LLR P,Using Calculated LLR Parameters trib area=0 trib area=0 influence area=0 influence area=° max LLR=40 max LLR=40 Reducible loading Red,Reducible Loading Reduction=0 Storage Loading ReductStorage Loading Reduction=0 Parking Loading ReducmParking Loading Reduction=0 #1 Using Calculated LLR Parameters [rib area=° influence area=0 max LLR=40 Reducible Loading Reduction=0 Storage Loading Reduction=0 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; Wall Elements Above; Vltall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only, Scale = 1:375 Soil Bearing Design -Area Spring Vertical Reactions Plot (Maximum Values) r;T 300 600 900 1200 1500 1800 2100 2400 2700 Min Value • 0 psf @ (195.5,200.4) Max Value = 3276 psi (2082,11.25) 2100- 1500 1500 1200'^' - -- - - 16001800 1500- 2100 --- 2100--- 90690090 04 Oa -„0..-.0 _. v0 .'900' 955 00' 900900 1800100 60 1500 , `: .0'-. .1600” 1200 1600' 1200 15000 1500, 1(.01800 900 1500 - 1500 500 1800 2100 2180 2100 1800 • 1800 200." 1200 1500 1800 18001500j 1200 1500 , 1800 1500 120000 600 1200; 900 ii 1200, 1200 00900 1205' 1500 800 1200 X90 oo' 00 1200' 1200 '1;1200. - -1200 00+ ,1500 90 1200 1200 `1200 x,1200 12000. 1200; 1500 900', '12 1200 1200 1200 900 11200' 1 1500 1800 12001 12005, 1500 0 2100 .1200 0 11200 1500 7;2400 1200 1500 1200. 2400 1500 18001 --.._ . , 1200' 1800 - Soil Bearing Design: Max Soil Bearing Pressure Plan - 47 4 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; Nall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:375 19C-4 20C-3 20C-2 20C-1 61 OK 59 OK 60 OK 58 190-3 OK (non-standard section)K (non-standard sectionOK (non-standard section); (non-standard section)OK 57 OK 86 ' OK2 19C•1 OK pion -standard section)tandard section). n 55 OK 54 0co n n -standard section 6 Y O n 2t w "( ° -)i-standard section) m0 x� a 180-7 1 C�6 53 F N O Q ,,cAl) e 51 OK 52 OK (non-standard section)90.5 n < x a OK (non-standard section, (non-standard section) JK 18C-4 18C-3 N F 18(•2 50 OK 48 OK 49 OK 6 en OY OK (non-standard section)1K (non-standard section) OK 1 OK 1OC•1 YO OY a o o n 91-c!.. 90+ K ,n2. 46 16C-1 17C-1 OK (nonstandard section) OK 45 150-1 1OK OK i W OK 44 rue O 0 r. OK (non-standard section) 43 n n 0" OK (non-standard section) 0 U YO - - _ ,Or O M 13C-1 A ' 130-2 130-3 13C-4 13C-5 n 13C-6 13C-7� O 14C-1 OK OK OK OK 38 OK 39 OK 40 OK 41 42 OK 37 36 OK (non-standard sectOK (non-standard secnOK (non•standOK (non-standard secticOK (non-standard section) OK (non-standard section) - , .... standard section) : Y 0 HO O On n'O o x A,t;° 12C-1 12C-2 120.3 520-4 12(•5 12C-6 1200K-70 20CK7 35 11(-8 OK OK 29 OK 34 OK 33 OK 31 OK 32 OK (non-standard section) 30 OK (non-standard section,OK (non-standard section) OK OK OK (non-standard section) OK V Y 6 O tt Ne0 00 sr VO NO xN n 11 C•5 m 110-6 Y n ,'.,° 0 OK 28 110-4 27 OK n6 OK (non-standard section)n 11 C-1 11 C-2 11 C-3 OK OK OK (non-standard section) `71- 11C-3 1- 22 OK OK 23 OK 24 25 OK OK (non-standard sectioOK (non-standard section) OK (non-standard section) OK L; 0 O It xy vY 4 Y xw 0 0 n O n0 10C-1 10C-2 10C-3 100-4 20 OK 19 OK 17 OK 13 OOK (non-standard section) OK (non-standard section) OK OK (non-standard section) mro x2 nY Y n 0 8C-5 n n 0 8C-411 OK 52 SC.2 7 OK 6 OK OK OK (non-standard section) OK OK (non-standard section) c:1mO O 2 Y O 7C-25 7C-1 OK (non-standard section)( OK (non-standard section) 2C-1 OK U� UO 5C-1 OK 1 C•1 OK UY 6Y r O H 0 10C-5 10C-6 16 OK OK 15 OK OK O 8C-1 OK OK a0 10C-7 10C-8 OK 18 OK OK (non-standard section) R2 9C-2 9C-1 10 OK 9 OK OK (non-standard sec t;a t)n-standard section) 14 OK O90 U Y � O 6C-1 6C-2 3, OK 4. OK )K OK (non-standard section) 6Y m0 40-1 4C-2 OK1 OK OK (non-standard section) UY ry O 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: 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 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=0.57 USR=0.63 OK (non-standard section)tandard section). "55' _54. USR=0.521 USR=0.458 "•` (^on -standard seatlon)t-standard section) USR=0.322 USR=0.279 53 51 52 OK (non-standard section) OK (non-standard sedionOK (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 47 OK USR=0.811 46 OK (non-standard section) 45 USR=0.213 OK USR=0.56 38 39 40 41 42 OK (non-standard sectOK (non-standard secrOK (non-standOK (non-standard secticOK (non-standard section). USR=0.7 section) USR=0.732 USR=0.993 USR=0 USR=0.821 USR=O 35 19 34 33 31 32 OK (non-standard section) 30 OK (non-standard sectionOK (non-standard section) OK OK OK (non-standard section) U5R=0.887 OK USR=0.675 USR=0.814 USR=0.104 USR=0.114 USR=O USR=0.557 22. 2321 24 OK OK (non-standard sectio. 1 (non-standard section) OK (non-standard section) USR=0.499 USR=0.718 USR=0.72 USR=0.641 20 19 17 13 OK (non-standard section) OK (non-standard section) OK OK (non-standard section) USR=0.93 USR=0.959 USR=0.619 USR=0.564 7_ 6 OK OK (non-standard section) USR=0.575 USR=0.738 27 - 26 OK OK (non-standard section) USR=0.104 USR=0.913 16 OK USR=0.686 12 OK OK (non-standard section) 8 USR=0.764 USR=0.859 OK USR=0.555 15 OK USR=0.642 28 OK (non-standard section) USR=0.765 25 OK USR=0.508 18 14 OK (non-standard section) OK USR=0.891 USR=0.417 10 9 OK (nen-standard section), ssection) USR=0.696V` r= USR=0.578 2 OK (non-standard section) 3 4 OK (non-standard section USR=0.965 _ OK OK (non-standard section) USR=0.71 USR=O USR=0.94 1, OK (non-standard section) USR=0.783 Design Status: Punching Shear Status Plan - 49 8/5/2019 City of Tukwila Department of Community Development TERRIS PATTERSON 14900 INTERURBAN AVE S - SUITE 283 TUKWILA, WA 98188 RE: Permit No. PG 18-0069 STERLING SOUTHCENTER - UNDERGROUND & LEVEL 1 407 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 9/23/2019. Based on the above, you are hereby advised to: 1) 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 9/23/2019, 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. ouvacte,./dc,(S Kandace Nichols2 Permit Technician File No: PG18-0069 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 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, RECEIVED CITY OF TUKWILA APR 03 2019 PERMIT CENTER [pm] OCEAN PAR MICHANKAL 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, Current E: Request for Extension # I •piration Date: Terris L.S. Patterson Extension , lequest: HS -I Project Manager 1 Ocean Park Mechanical Terris@OceanPM.com 1206-588-5158 (cell Apprav d for Ird Denier 'provide explanation) ge• e days -71 Signature/Initials City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director February 13, 2019 Terris Patterson 14900 Interurban Ave S Suite 283 Tukwila, WA 98188 RE: Request for Extension #1 Permit Number PG18-0069 Dear Mr, Patterson This letter is in response to your written request for an extension to Permit Pgl 8-0069. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through August 17, 2019. If you should have any questions, please contact our office at (206) 431-3670. Jaz7el Salazar Permit Technician File: Permit No. PG18-0069 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206433-1800 • Website: TukwilaWA.gov Rachelle Ripley From: Terris Patterson <Terris@oceanpm.com> Sent: Wednesday, February 13, 2019 9:42 AM To: Rachelle Ripley Subject: RE: please extend PG18-0069 Would you please extend permit number PG18-0069? We haven't been able to get any inspections with the freezing weather. Thanks, Rachelle I am the POC for the project and please: Terris Patterson 206-588-5158 Terris@OceanPM.com Sent from my phone. All typos are the fault of the device, not the owner. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. Request for Extensio7/'# Current Expiration Date: 6) 0 Extension Request: Approved for Denied (provide explanation) days Signature jiniti 1 1/2/2019 City of Tukwila Department of Community Development TERRIS PATTERSON 14900 INTERURBAN AVE S - SUITE 283 TUKWILA, WA 98188 RE: Permit No. PG 18-0069 STERLING SOUTHCENTER - UNDERGROUND & LEVEL 1 407 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 2/17/2019. 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 2/17/2019, 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, Bill Rambo Permit Technician File No: PG18-0069 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 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 0 CIVIL ENGINEERING STRUCTURAL ENGINEERING PLANNING SURVEYING RECEIVED CITY OF TUKWILA JUL 09 2018 PERMIT CENTER Subject: Building Permit Plan Review — First Submittal Sterling Southcenter — Development Permit PG18-0069 & 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 0 4 Mr. Jerry Hight, Building Official City of Tukwila, 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 permit 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. atherine R. Brawner, P.E. Corbin M. Hammer, P.E., S.E. Project Engineer 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\18\TK18 004R01.docx\krb Reid iddleton City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director June 29, 2018 Dave Swanson Reid Middleton 728 - 134th 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, R)11() Bill Rambo Permit Technician encl File: PG18-0069 & PG18-0070 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov June 15, 2018 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 PG 18-0069 STERLING SOUTHCENTER - UNDERGROUND & LEVEL 1 - 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 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. 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. Provide the engineers stamp, signature and date of signature on all plan sheets. See general note above. 3. 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 manufacture. (UPC 1004.1, 1005.0 & 1007.00) 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 resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, Rac el e Ripley Permit Technician File No. PG18-0069 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 r" 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 Way2l, 2018, 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. Revise code to reflect plans 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# 1)610oo WI RECEIVED CITY OF TUKWILA MAY 31 2018 PERMIT CENTER 283 - 14900 Inter Urban Avenue • Seattle, WA 98168 Telephone: (206) 674-4553 • Facsimile: (206) 674-4564 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: Numbing ptan is correct. The other sanitary side sewer WO be capped. Page 2 of 3 EX SANITARY SIDE SEWER (LOCATION TO BE VERIFIED IN FIELD 8Y CONTRACTOR) TO BE CUT, CAPPED, & MAROONED AT EX SEWER MAIN 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: Cut sheets included in resubmission. Sincerely, Ocean Park Mechanical Darren Lowe, PE Page 3 of 3 1 c d City of Tukwila: Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431-3670 May 31, 2018 Dear Allen .3oha,rbnsse,n and Dave McPherson .re: PG18-0069 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 Wednesday June 6th but am assured by the owner that all the.: information '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 douche -check models are ineluded 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 appJ$cation 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 Ptterson. Project Manager Ocean Park Mechanical CORRECTION LTR# ?GiBOO9 RECEIVED CITY OF TUKWILA MAY 312018 PERMIT CENTER May 21, 2018 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 18-0069 STERLING SOUTHCENTER - UNDERGROUND & LEVEL 1 - 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 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. 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. Provide the engineers stamp, signature and date of signature on all plan sheets. See general note above. 3. 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. l. 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. £lnn n__..r .. _._._.. 0..._. i.........J a_.;._ :i inn _ m..J ..:1,. ril,...L.;.-...,,... nD 144 - DG....... ')fL( 421 247n r L; .,.. 1nF_421 2.G.Ci 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. PG18-0069 ‘11111 .U111/ 110100 _ nL ._ 911E sa 1 1L'7n _ c.... "111c .411 a«r ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0069 PROJECT NAME: STERLING SC DATE: 06/28/18 UNDERGROUND & LEVEL 1 SITE ADDRESS: 415 BAKER BLVD BLDG Original Plan Submittal X Response to Correction Letter # 2 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division to -d946 110 Fire Prevention LI ii -V\ /fit' -?-41-10 Public Works El Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) REVIEWER'S INITIALS: DATE: 07/03/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews DUE DATE: 07/31/18 Approved with Conditions E Denied (ie: Zoning Issues) 111 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 °PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0069 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: brA cog?, 4 V2\14 Building Division Public Works Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) Planning Division E Permit Coordinator 1111 DATE: 06/05/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS; Approved Approved with Conditions Corrections Required C Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 07/03/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: BId Fire 0 Ping El PW Staff Initials: 12/18/2013 PERMIT WORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0069 DATE: 05/07/18 PROJECT NAME: STERLING SOUTHCENTER - U/G & LEVEL 1 SITE ADDRESS: 415 BAKER BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: uilding'vision rg-- Public Wcks ta^k PRELIMINARY REVIEW: Not Applicable (no approval/review required) Fire Prevention Structural P Planning Division E Permit Coordinator IR DATE: 05/08/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 06/05/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Ping 1:1 PW Staff Initials: 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southoenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.T:tkwilaWA,gev 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 Paan Check/PFermilt Number: PG18-0069 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 and Building Comments dated 05/10/18 (not previously issued) ❑ Revision # after Permit is Issued D Revision requested by a City Building Inspector or Pians Examiner • Deferred Submittal # Project Name: STERLING SC - UNDERGROUND & LEVEL 1 Project Address: 415 BAKER BLVD Contact Person: Terris Patterson Pone Nwmber: 206x588.-5158 Summary of Revision: Addressed Building Review Comments dated 05/10/2018, which were not previously issued, adding sanitary and storm sizing for underground piping, grease interceptor sizing, and protection of plumbing pipes. Addressed -Comments dated 06/10/2018 recaarding 2015 Codes on the cover page and trap primer lines: make, model, and sizing. RECEIVED CITY OF TI41(WILI. JUN 282018 PERMIT CENT -ER Sheet Number(s): P0, P1.0, and P1.12 and risers "Cloud" or highlight all areas of revision including d ite Received at the City of Tukwila Permit Center by: Entered in TRAKiT on W;1Permit Center (Ilronda)1FormUbnnit Comer Documeelta (Word)Vtoviaion Submittal Form.doc riitisiottirpitr Date: ?r City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.Oov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 2oI8 Plan Check/Permit Number: fc i -00b1 0 Response to Incomplete Letter # JResponse to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: ""`' CIA) TIT" Project Address: Contact Person: 4tlr Nt_v Summary of Revision: *iv) h7vorr Phone Number: Wbfz) 4/g werj RECEIVE) CITY OF TUKWrLP MAY 3 1 2018 PERMIT CE Sheet Number(s): "Cloud" or highlight all areas of revision including date of revi 'on Received at the City of Tukwila Permit Center by: Entered in TRAKiT on S--11—( W:\Permit Center (Brenda)\Forms\P ermit Center Documents (Word)Utevision Submittal Formdoc Non -Residential Sewer Use Certification King County Department of Natural Resources end Parks Wastewater Treatment Division • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Property Street Address City 1/41k 4: 4.A WA store /11 Owner's Name r rr Subdivision Name Subdiv. # Building Name /mile+it l ,r (11 applicable) ( LC7 r ) 112 0�0, aG nwnv!'S PF,une NRInbet (wit x A, ., Code) lot # Block # Proprrty ContactPAvne Number (with Area Code) Owner's Mailing Address 72( v r r (00r - Property ` 00r - Property Tax ID # Party to be Billed (if different from owner) City or Sewer District ,City..of lesseopoitf Tilte Kir LA Date of Connection Side Sewer Permit # Please report any demolitions of pre-existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre-existing building? ❑Yes ©No Was building on Sanitary Sewer? CI Yes No Was Sewer connected before 2/1/90? ❑Yes ONo Sewer disconnect date Type of building demolished Request to apply demolition credit to multiple buildings? CI Yes ONo A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No, of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 2 3 Z. Shower, per head 2 2 j (- Dishwasher Drinking fountain (each head) Drinking Hose bibb (interior) 2 1 2.5 4 2 ,5 2.5 2 I•$ / i�► r'f,1 3 3 t. - ' 7... az Clotheswasher or laundry tub Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 ; Sink, other (service) 3 1.5 Sink. wash fountain, circle spray 4 3_ 2 o ._,.. _ Urinal, flush valve, 1 GPF Urinal, flush valve, >1 GPF Urinal,waterless_.,_.._.___-___._,.-_. 5 62 o—. Water closet, tank or valve, 1.6 GPF 6 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units 24147' Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 RCE B. Other Wastewater Flow On addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated Wastewater Discharge: CO Gallons/dTR# Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE R Total Discharge (gal/day) = 187 C. Total Residential Customer Equivalents: (add A & 8) A jz,?T- + BI RCE RCE RECEIVED CITY OF TUKWILA, MAY 3 1 2018 PERMIT CENTEF' Pursuant to King County Code 28,84, all sewer customers who establish a new service which use metropolitan sewage facilities shall he subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers, The charge is collected quarterly. All future killings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-477.5533. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data .for determination of a revised capacity charge. Signature of Owner/Representative to Print Name of Owner/Representative 1058 (Rev. 4115) While —King County Yellow — Local Sewer Agency Pink -- Sewer Customer .e: ->,au t7 j) lioiue Espanol Contact Safety & Health Claims & Insurance 414 Washington State Department of Labor & Industries A -Z Incex l ielp My 1.€I 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 206-6744553 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