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Permit D16-0174 - BOEING EMPLOYEES CREDIT UNION - TENANT IMPROVEMENT
BECU 12770 GATEWAY DR D16-0174 � City of Tukwila ' Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 ''` Phone:206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.�ov DEVELOPMENT PERMIT Parcel No: 2716000075 Address: 12770 GATEWAY DR Project Name: BECU Owner: Name: BOEING EMPLOYEES CREDIT UNI Address: PO BOX 97050 , SEATTLE, WA, 98124 Contact Person: Name: NANCY HEYWOOD Address: Contractor: Name: 1001 FOURTH AVE, SUITE 3600 , SEATTLE, WA, 98154 SWINERTON BUILDERS Address: 260 TOWNSEND ST, SAN FRANCISCO, CA,94107-1790 License No: SWINEB*992DR Lender: Name: SELF FUNDED - BECU Address: , , , DESCRIPTION OF WORK: Permit Number: D16-0174 Issue Date: 9/14/2016 Permit Expires On: 3/13/2017 Phone: (206) 315-5864 Phone:(415)984-1248 Expiration Date: 12/28/2016 TENANT IMPROVEMENT - RENOVATION OF EXTERIOR ENTRY PLAZA INCLUDING REMOVAL OF EXISTIN6 CANOPIES, PAVING AND PLANTING. CONSTRUCT NEW CANOPIES, PAVING, PLANTERS, EXTERIOR LIGHTING AND SITE FEATURES. NEW PLANTINGS AND IRRIGATION. NEW DETACHED COFFEE KIOSK TO REPLACE EXISTING COFFEE STAND. NO MODIFICATIONS TO THE EXISTING MAIN BUILDING. Public Works ACTIVITIES INCLUDE SANITARY SIDE SEWER (GRAVITY & FORCE MAIN), EROSION CONTROL, PRIVATE 3/4" WATER SERVICE & WATER METER. Project Valuation: $1,321,224.00 Fees Collected: $21,180.58 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IB Occupancy per IBC: B Electrical Service Provided by: TUKWILA Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 79 Fill: 74 Number: 0 Water Meter: No c Permit Center Authorized Signature: Date: ` W" I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development�permit and agree to the conditions�a.�tached to this permit. Signature:_ Print Name: Date: 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: ***BUILDING PERMIt CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: 4: 5: 6: 7: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 10: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 11: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: All wood to remain in placed concrete shall be treated wood. 14: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 15: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 18: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 19: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 20: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 21: ***PUBLIC WORKS PERMIT CONDITIONS*** 22: Call to schedule mandatory pre-construction meeting with Dave Stuckle, Public Works Inspector, (206) 433- 0179. 23: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 24: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 25: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 26: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 27: Any material spilled onto any street shall be cleaned up immediately. 28: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 29: Maintain emergency, pedestrian, and vehicular access to buildings, trails and transit at all times. 30: A separate Tukwila electrical permit is required for electrical work associated with this project. 31: Applicant shall obtain a Plumbing Permit for the new coffee kiosk. Plumbing permit shall include cut sheet for the proposed grease trap and Non-Residential Sewer Use Certification form listing all the new plumbing fixtures. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 5200 EROSION MEASURES 5200 EROSION MEASURES 0612 EXT ROOFING INSUL 0201 FOOTING 0409 FRAMING 0606 GLAZING 5230 PAVING AND RESTORE 0608 PIPE INSULATION 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE-CON 0401 ROOF SHEATHING 5070 SANITARY SIDE SEWER 4037 SI-CAST-IN-PLACE 4027 SI-COLD-FORM WELD 4000 SI-CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4034 SI-METAL PLATE CONN 4035 SI-SOILS 4025 SI-STEEL CONST 4026 SI-STRUCT STEEL 4004 SI-WELDING 0602 SLAB/FLOOR INSUL 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 5120 WATER METER - EXEMPT �J�VJILA G�.qS`� �; ; y�.. o: ' Z �' ..:�.. 'F.ad -�i �v+ � 1:�, � ,r•, 2;' 190a: -' CITY OF TUK� �A Communiry Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaW A. gov Building Pe...�it No. � I � �i � �`1'' Project No. Date Application Accepted: - Date Application Expires: � ��''1 �f use CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 271600007501 site Address: 12770 Gateway Drive, Tukwila, WA 90168 Suite Number: Floor: Tenant Name• BECU Tukwila Financial Center New Tenant• ❑.....Yes �..No PROPERTY OWNER Name: BECU Address: 12770 Gateway Dr. City: Tukwila State: wA Zip: 98168 CONTACT PERSON — person receiving ali project communication Name: Nancy Heywood Address: 1001 4th Avenue, Suite 3600 Ciry: Seattle state: WA zip: 98154 Phone: �206) 264-9195 Fax: Email: n.heywood@interiorarchitects.com GENERAI. CONTRACTOR INFORMATION Company Name: Swinerton Builders Address: 14432 SE Eastgate Way, #230 Ciry: Bellevue State: WA zip: 98007 Phone: �424) 283-5178 Fa"' Contr Reg No.: SWINEB*992DR Exp Date: 12/28/2016 Tukwila Business License No.: 0996241 H:Wpplications\Folms-Applications On Line�201 I Applications�Permit Application Revised - 8-9-I I.docx Revised: August 201 I bh ARCHTTECT OF RECORD Company lvame: � Interior Architects Architect Name: Jeffery Miller ' Address: 1001 4th Avenue, Suite 3600 Ciry: Seattle State: WA zip: 98154 Phone: �206) 264-9195 F�"� Email: ENGINEER OF RECORD Company Name: DCI Engineers Engineer Name: Bruce Zhong Address: g 18 Stewart Street, Suite 1000 Ciry: Seattle State: WA zip: 98101 Phone: �206) 332-1900 Fax: Email: bzhong@dci-ingineers.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIf � 206-431-3670 Valuation of Project (contractor's bid price): $ 1,230,000 Existing Building Valuation: $ 21,290,300 Describe the scope of work (please provide detailed information): Tenant improvement and renovation of exterior entry plaza including removal of existing canopies, paving and planting. Construct new canopies, paving, planters, exterior lighting and site features. New plantings and irrigation. New detached coffee kiosk to replace existing coffee stand. No modifications to the existing main building. Will there be new rack storage? ❑.....Yes �.. No If yes, a separate pernut and plan submittal will be required. Provide All Building Areas in Square Footage Below Addition to Type of Type of Existing Construction per Occupancy per Existin Interior Remodel Structure New IBC IBC l�' Floor 32,103 0 0 1-B B 2° Floor 24,990 0 0 1-B B 3� Floor 24�g2g 0 0 1-B B Ftoors 4 thru 6 66,676 0 0 1-B B Basement Accessory Structure* Coffee Kiosk 120 V-B B Attached Garage Detached 6�re�r Canopies 2,341 Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑....... Yes m....... No If "yes", explain: FIItE PROTECTION/HAZARDOUS MATERIALS: ❑ ....... Sprinklers ❑ ....... Automatic Fire Alarm m .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑....... Yes �.......No If "yes', attach lisl of malerials and storage locations on a separate 8-1/2 "x 11 " paper including guantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑....... On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:V�pplications�Fortns-Applications On Line�201 ] Applications�Pamit Application Revised - 8-9-ll.docx Rcvised: August 20I 1 Page 2 of 4 bh PUBLIC WORKS PERMIT INF( IATION - 206-433-0179 Scope of Work (please provide detailed information): N/A Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0... Water District #125 ❑ .. Highline ❑ ...Water Availability Provided Sewer District 0 ...Tukwila ❑ ... Valley View ❑ .. Renton ❑...Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Seotic Svstem• ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Analication (mark boxes which applyl: 0...Civil Plans (Mazimum Paper Size — 22" x 34") ❑...Technical Infortnation Report (Storm Drainage) 0.. Geotechnical Report ❑... Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harcnless — (SAO) ❑ ... Hold Harmless — (ROV� Praposed Activities (mark boxes that applv): ❑...Right-of-way Use - Nonprofit for less than 72 hours ❑.. Right-of-way Use - Profit for less than 72 hours ❑...Right-of-way Use - No Disturbance ❑.. Right-of-way Use — Potendal Disturbance 0 ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 ❑ ...Total C�t 200 cubic yards ❑ ...Total Fill 130 cubic yards ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑...Sanitary Side Sewer ❑.. Abandon Septic Tank ❑...Cap or Remove Utilities ❑.. Curb G�t ❑ ...Frontage Improvements ❑ .. Pavement G�t ❑ ...Traffic Control ❑ .. Looped Fire Line � ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size............ ❑ ...Sewer Main Extension .............Public ❑ ...Water Main Extension .............Public FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billine: Name: Mailing Address: " WO# " WO# " WO# ❑ Private ❑ ❑ Private ❑ 0 .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding ❑ ...Deduct Water Meter Size Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment H:\Applications\Fomtt-Applieatiora On Line�201 I Applications\Permit Application Revised -&9-I I.docx Revised: August 201 I bh Day Telephone: City Day Telephone: c;ry m State Zip sc�u z;P Page 3 of 4 f: ,..�il°b PERMIT APPLICATION NOTES - ,, � Value of Construction - In all cases, a value of constntction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 Intemational Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF TI� STATE OF WASI�iINGTON, AND I AM AUTHORIZED TO APPLY FOR TI-IIS PERMIT. BUILDING OV�E�OR A�THYJRIZED AGENT: Print Mailing Address: � vZ7 U Date: (� %� S �l (,, Day Telephone: �lo -�'� 2" 5) l g �t,�, �� LVg- `,! �lo� c��y sr�c� z;p H:\Applications\Formc-Applications On Line�201 I Applications\Pttmit Applieetion Revixd -&9-� I.docx Revised: August 201 I Page 4 of 4 bh BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adiust estimated fees PROJECT NAME � C� PERMIT # D ( � " � (�� If you do not provide contractor bids or an engineer's estimate �vith your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 250 (1) 2. Enter total construction cost for each improvement category: Mobilization {'� Io, or,o Erosion prevention � �; 4 ��, Water/Sewer/Surface Water , �� i �� RoadlParking/Access � 4�� � A. Total Improvements __ �� �, 2zu, oQ 3. Calculate improvement-based fees: B. 2.5% of first $100,000 of A. � 2, z��,;� C. 2.0% of amount over $100,000, but less than $200,000 of A. N/,� D. 1.5% of amount over $200,000 of A. �v�'�. 4. TOTAL PLAN REVIEW FEE (B+C+D) $ 2, �,a,G� (4) 5. Enter total excavation volume �9 cubic yards Enter total fill volume �-l� cubic yards Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS Up to 50 CY 51 - 100 101 — 1,000 1,001 — ] 0,000 10,001 — 100,000 100,001 — 200,000 200,OO1 or more GRADING Plan Review Fees RATE Free $37.00 $49.25 $49.25 for 1 ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. $269.75 for 1 ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. $402.25 for 1 ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. $ L� .�o (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 2�5�,4.d0 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a foliow-up review associated with a correction letter. Each additional review, which is atiributable to the Applicant's action or inaction shall be charjed 25% of the Total Plan Review Fee. �4RRE Ti iON Approved 09.25.02 �-��� Last Revised 01/15/18 � O � � � � RECEIVED CITY OF TUKWILA JUL 2 8 2016 PERMIT CENTER �. BULIETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ 2�Z$a, •��' (6) 7. Pavement Mitigation Fee $ p ��� The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement miti ation fee. Approx. Pavement Overlay and Remaining Years Repair Rate 20- l 5 (100% 15-10 (75%) 10-7 (50%) 7-5 (33%) 5-2 (25%) 2-1 (10%) 0-1 (per SF of lane width) $10.00 $7.50 $5.00 $3.30 $2.50 $1.OQ $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculaCed using the following table. Use thc greater of the excavation and fill volumes frem Item 5. $_ �� . �o (8) QUANTITY IN CUBIC RATE YARDS 50 or less $23.50 51 —100 $37.00 101— 1,000 $37.00 for ls` 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001— 10,000 $194.50 for 1 S` 1000 CY plus $14.50 for each additiona] 1,000 or fraction thereof. 10,001— 100,000 $325.00 for the 15t 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for ls` 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01/15/16 2 $ � Is .�R (9) f .� BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) N�/.� B. Flood Control Zone ($52.50 — includes Technology Fee) _T C. Water Meter — Permanent'Y ,�� D. Water Meter — Water only'` N!A E. Water Meter — Temporary'` ti� * Refer to the Water Meter Fees in Bulletin A1 � Total A through E $ t� (9) l 1. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Allentown/Foster Pt Water (Ord 2177) E. Allentown/Foster Pt Sewer (Ord 2177) F. Special Connection (TMC Title 14) G. Duwamish H. Transportation Mitigation I. Other Fees $ N�,4 $ n��� $ �� �.a � N,�a- � �v i�- �_ ti f� $ n>>�- $ N I� � N fa- Total A through I $ D ( l Oj ll�JE WHEN PERMIT IS ISSUED (6+7+$+9+10+11) $ 2��l �?,3 N8 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. Size (inches) WATER METER FEE Permanent and Water Onl Meters Installation Cascade Water A1liance RCFC 01.01.2016 -12.31.2016 $625 $6005 $1125 $15,012,50 $2425 $30,025 $2825 $48,040 $12525 $150,125 $300,250 � Meter 0.75" $: 2.5" � $1, Approved 09.25.02 3 Last Revised 01/15/16 Total Fee $16,13"7.50 $50,865 $100,505 $157,950 $312,775 Date Paid: Wednesday, September 14, 2016 Paid By: BOEING EMPLOYEES CREDIT UNI Pay Method: CHECK 62076171 Printed: Wednesday, September 14, 2016 1:12 1 of 1 ���SYSTEM5 PM Date Paid: Tuesday, June 21, 2016 Paid By: BECU Pay Method: CHECK 62073613 Printed: Tuesday, June 21, 2016 3:02 PM 1 of 1 5YSTEMS 1NSPECTION RECORD P � Retain a copy with permit r�`'� �?� INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING D(VISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �Approved per appticable codes. � Corrections required prior to approval. CO M M ENTS: '�� dic/' , inspector: Date: � � � U REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd.. Suite 100. Call to schedute reinspection. INSPECTION RECORD Retain a copy with permit ���'-d� �� INSPECTION N0. PERMIT N�. CITY OF TUKWIL.A BUILDING DtVISION 6300 Southcenter Bivd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: ���U ��Ot.,Dll�lG �t�lPr� Address Date Cailed: ) 2 7 7� ��t�°� �� + Special Instructions: Date Wanted: a. 3 �C`�- � p.m. Requester: � <o-iz 7?v�►/1, S Phone No: 20� — �.�,�—!l7 i �Approved per applicabie codes. � Corrections required p�ior to approva{. COMMENTS: ���� L nspector: � REINSPECTION FEE REQUIRED. Prior to next inspeciion. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Calt to schedule reinspection. �, �� -�i �� � �� INSPECTION RECORD , Retain a copy with permit INSPECTION N0. PERMIT N0. CITY OF TUKWIL.A BUILDING DIVISION b300 Southcenter Blvd., #100, 7ukwila. WA 98188 (206) 431-367Q Permit lnspection Request Line (206) 438-9350 �,,, n�Ni ��//A-/ ress: !27?(� � ons: uace wancea: a.m. a, =- � -/ % p.m. Requester: �� �,oR Pho�e No: ���-!��'�-b21� � Approved per applicable codes. � Corrections required prior to approval. COM M ENTS: �� ,�s/C a��✓L spector: Date: a�7� � REINSPECTION FEE REQUIRED. Prior to next inspecfion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calf to schedute reinspection. 1NSPECTION RECORD ` 1� Retain a copy with permit ��'�1 �� IN TION N0. PEftMIT N0. CiTY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 �Appr�oved per applicable codes. � Gorrections required prior to approval. COMMENTS: � pector: � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal[ to schedute reinspection. �.� yS� f� 1NSPECTION RECORD � ,..�jI �v Retain a copy wrth permit �l� �� T INSP CTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,. Tukwila. WA 9$188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �Approved per applicable codes. � Corrections required prior to approval. CC�MMENTS: nspettor: � R�INSPECTION FEE REQUIRED. Prior to next inspec�ion, fee must be paid at 6300 Southcenter Blvd., Suite 1 �0. Call to schedute reinspection. 1NSPECTION RECORD �, Retain a copy wrth permit ���"� ���� INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Q06) 431-3670 Permit Inspection Request Line (206) 438-9350 �Appr�oved per applicable codes. � Corrections required prior to approval. u paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. INSPECTION RECORD � Retain a copy w'rth permit ��� ✓�� �� INSPECTION N0. PERMIT N0. CITY OF TUKWiLA BU,ILDING DtVI510IV 6300 Southcenter Blvd.., #100, Tukwila. WA 98788 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �Apprnved per applicab{e codes. � Corrections required prior to approvaV. /��, �� paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z � INSPECTION RECORD � �°' Retain a copy with permit ��� ����y INS ION N0. PERMIT N0. CiTY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �Approved per applicable codes. � Corrections required prior to approval. `—' paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection. lNSPECTION RECORD � � Retain a copy with permit ���" ����� I CTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 � Appr�oved per appiicable codes. � Corrections required prior to approval. COMMENTS: � u e����' � � � �� spector: Date: / � RElIVSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. INSPECTIC?N RECORD � � Retain a copy with permit ���'- ��7� IN ION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicable codes. � Corrections required prior to approval. COMMENTS: � spector: ate: t �/�L/ j� L � REINSPECTION FEE REQUIRED. Prior to next inspectian, fee must be paid at 6300 5outhcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD . � � Retain a copy with permit ��� rG r�4 INS ON N0. PERMIT NO CITY OF TUKWIL.A BUILDING QlVI510N 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per appiicable codes. � Corrections required prior to approval. COMMENTS: r� � 4 � y � i ''`J � C✓'� pector: � � REINSPECTION FEE REQUIRED. Prior to next inspection. fiee must be paid at b300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. �' INSPECTION RECORD �l� ���� � y, Retain a copy with permrt INSPECTION N0. PERMIT N0. ClTY 4F TUKWILA BUILDIN�G DIVISIUN � 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per appiicable codes. � Corrections required prior to approvai. COMMENTS: I f� c� —T��v�- [-sN'l� �� lnspector: Date: ' �� `� �'� � REINSPECTION FEE REQUIRED. Prior to next inspectian, fee must be paid at 6300 5outhcenter Blvd., Suite 100. Call to schedute reinspection. INSPECTION RECORD � Retain a copy with permit ��° �� ��� INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicable codes. a Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD ) j�Q�i� � Reta�n a copy with perm►t � � INSPECTION N0. PERMIT N0. CITY C)F TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (Z06) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved pe� applicable codes. � Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , .. +� INSPECTION RECORD � y Retain a copy with permit ��` ����� INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Q06) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicable codes. a Corrections required prior to approval. U paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD � � � Retain a copy with permit �e�� �P �- INSPECTION N0. PERMIT N0. CITY OF TUKWtLA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicable codes. a Gorrections required prior to app�oval. COMMENTS: G, �'. " � � ��C"r�J��'-�� pector: 2% � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. , ,- RILEYGROUP November 11, 2016 BECU at Tukwila Financial Center C/0 Mr. John Olson OAC Services, Inc. 701 Dexter Avenue PEorth, Suite 301 Seattle, Washington 981U9 Emaif: jolson@oacsvcs:com RE: Summary of Pile Driving BECU at 7ukwila Financia! Center 12770 6ateway Qrive South Tukwila, Washington RGI Project No. 2015-101 •Dear Mr, Olson: As requested, The Riley Graup, Inc. (RG!}. was retained by BECU to provide observation services during the pile instai[ation from October 17, 2036 to Rfovember 1, 2016. ihe origina! pile clesign capacity was 12 kips per pile for compression loading. During #he early pile installation, RGf observed pile testing indicating the piie capacity can be reached at 110 feet which is much deeper than expected. The design team discussed the option of reducing the pile depths and capacities. The structural engineer suggested that the pile capacity can be reduced to 8 kips per pi(e based on actuaf pile load. The contractor revised the pile diving criteria. The revised pile capacity can be reached at about 60 feet. . RGI performed two pife load tests and (oaded the pi(es ta 200Y de5ign capacity {ar 16 kips�. All test piles have passed the tests. Based on our observations, a total of se�enty {70} 3-inch diameter steef pipe piies have been installed in the proposed canopy area. Based an the abservatior� during driving and the load testing compfeteci on the pile, the piles have been properly installed and will meet the design requirements. Please call us if you have any questions or need additional information at {425) 415-0551. Sincereiy, THE RILEY GROUP, Ricky R. Wang, PhD, PE Principai Engineer Attachments: Daily Field Reports REC:�-;�,�kll CtTY OF TUKV'VIL�1 � i�:^r? " �' ���� `�':J,V � � �(��'���3 P�s�nnir: c�rvrER . r��.r.. ,� � �. Corpwate Offlce 17522 Sothelt Woy Northeas[ Bothell, Washington 98011 Phone 425.415.Q551 � Fax 425.415.0311 www.riley�roup.com � I ( _ ' O I� 1U .� 2012 Washington State Energy Code Compliance Forms for Commercial Buildings inGuding R2 8� R3 over 3 stories and all R1 Revised Od 2013 Project Address 12770 Gateoray Drive Date 07/29/2016 Occupancy Group � Commercial Q Group R For Building Department Use Change in occupancy or space conditioning Q Note - Proposed UA may exceed Target UA by 10% per C101.4.4 and C101.4.5 �� , FerieSt'Y'ahOri AY'ed as % gross above-grade wall area 4.1� Max. Target: 30 . 0� � � S�Ilght Area as �io gross roof area 0. 0$ Max. Target: 5. 0� Vertical Fenestration Alternates: None Selected on ENV-SUM Notes: 1: !f vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Ariea Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. 2: U-factors shal! come from Appendix A, Chapter C303, or calculated per approved method as spec�ed in C402.1.2. Building Component Proposed UA Target UA Provide source of U-factor, a e/ lan # of assembl detail & ID U-factor x Area A = UA U x A U-factor x Area A= UA U x A Y R= 34 .2 ID: Table A102.1 0. 029 i43 4.1 0. a34 143 4. 9 m R= ID: Above Deck Insulation U-0.034 � R= ID: �m R= ID: CO E COM LIAMC �i s��id�n9 u-o.os� � R= ID: AL��RO �D R= ID: 0.021 t R= ID: AUG 2 9 ZO�6 'ngle raft, attic, other U-0.021 � R= ID: € R= ID: 0.055 LL R= ID: � f T kwila S eel/metal frame U-0.055 a� � R= ID: o � R= ID: 0.052 ¢°0 R= ID: Metal Building U-0.052 y � R= ID: � Q R= 21 ID: Table A103.3.1(5) 2x6 wd Int. 0. 054 304 16. 4 0. 054 304 16. 4 � o R= ID: Wood Frame, other U-0.054 �n � R= ID: . R= ID: 0.104 � � R= ID: Mass Wall U-0.104 � R= ID: '� R= ID: 0.104 m a 3 R= ID: �C���� Assumed to be Mass Wall U-0.104 m� R= ID: TUKWILA C�j� ()� 1'U� IL� c� R= i�: PUBLIC WORKS N R= '°: UL 28 20 6 °.031 m R= ID: Mass Floor U-0.031 o � R= �o: CORRECT! � � R= ID: �� 0.029 LL LTR# � R= ID: '—"-- JoisUFraming U-0.029 LL R= ID: F-factor x Perimeter = UA(U x A F-factor x Perimeter = UA (U x A) � R=10 ID: Table A106.1, fully insulated 0. 360 45 16.2 0.540 45 24 .3 � L R= ID: . Slab-On-Grade U-0.54 � � R= ID: a � R= ID: 0.550 �� R= ID: � Heated Slab-On-Grade U-0.55 = R- ID: 0 •Proposed non-residential CMU walls meeting Table C402.1.2 Area UA Area UA Footnote D requirements can use the target U-value of 0.104 rather Page 1 than Appendix A values. Show footnote requirements in plans. Subtotal 492 37 492 46 Component Performance Compliance (UA) UA COMPLIES . �_ .. �i'` • • • � ' • � . • • • � • � 2012 Washington State Energy Code Compliance Forms for Commercial 8uildings including R2 & R3 over � Revised Oct 2013 Project Address 12770 Gateray Drive Date 07/29/2016 Fenestration Area as % gross above-grade wall area 4.1� Max. Target: 30 . 0$ For Building Department Use SlCyllght Area as �io gross roof area Max. Target: 5. 0� Notes: 1: If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicabfe envelope elements will be calculated by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. 2: Provide NFRC rated U-factor or default U-factor from Appendix A for the fenestration assembly thermal performance (combination of frame and glazing). 3: Fenestration that separates conditioned space from a non-conditioned or semi-conditioned Building Component Proposed UA Target UA Provide source of U-factor, page/plan # of assembly detail & ID U-factor x Area (A) = UA (U x A U-factor x Area (A) = UA (U x A) o, � U= ID: Table A107.1(1), 6% glazed 0.420 21 8.8 0.37 21 7.8 � U= ID: O a ue Swin Doors U-0.37 '3o Pq 9 N � U= ID: " �� U= 0.2 ID: Insulated R-5 minimum 0.200 26 5. 3 0. 37 26 9.7 o Q U= ID: Opaque rollup & sliding U-0.37 � U= ID: � U= 0.27 ID: NFRC 0.27 15 4.1 0.30 15 4. 6 � U= ID: Non-Metal Frame U-0.30 o U= ID: Z U= ID: � U= ID: 0.38 o w U= ID: Metal Frame, Fixed U-0.38 �° � U= ID: y m C � U� ��: N LL a U= ID: 0.40 �� U= ID: Metal Frame, Operable U-0.40 � � U= ID: � U= ID: � U= ID: 0.60 c L� U= ID: Metal Entrance Door U-0.60 a�i U= ID: � U= ID: �, y U= ID: 0.50 o, a U= ID: All types U-0.50 Y ~ U= ID: N ¢ U= ID: • Area UA Area UA Page 2 Subtotal 62 18 62 22 To comply: Page 1 Subtotal 492 37 492 46 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Totai 554 55 554 68 Component Performance Compliance (UA) UA COMPLIES Oirectory Search �� Netiv Detailed Product Ratings ��� �. . . Manufacturer; Petla Wiedwfe arvd Doors Serks Name: Faed Frame D'aect Set OperatorType: FUCD At LTakage: NFRG RATINGS INFORMATION (Pound 1 Producta) � a • 6 mm LoE' 2701ARGl6 mm Ciear O.Z7 � 0.31 � 0.60 � 58 � Altim4fumM,bod.CompositelAWmfiurtiNlood' Composite, Fi� 1: ARG/AIR (90l10), LowE,. C�, No Gritl' Key: C6ck the cuNm headers to sort the data acordNg to fbe cotumn header. A tr39h'= iir a, rating coNn:n f,SHGG / VLy indicates that.fhere�are no NFRC certiBed�ealues fo� that Indrvidual product. By acceseinp �nd downlomfing NFRC data from this webpage, fhe user npreea fo abid� this web site ia optimized for a tii�ptay resoEution of 1D24x76B, artd requires Microsoft I Usinp olderbrowsers, non-compatib6e browsers ordisabUng browserteafures such as Downroad the tatestvenion af Microsott tntemefE�cotorer. ��� Item Mobilization Straw Wattle Inlet Protection 3/4" Type K Copper 3/4" Domestic Meter Wet tap Grinder Pump Lift Station 4" PVC SDR 35 6"x4" Cut in Tee 4" Sanitary Sewer Clean Out 1.5" Forced Main 50 Gallon Interior Grease Trap 4" Concrete Sidewalk 3" HMA CL 1/2' PG 64-22 Landscaping Saw Cut Score Lines Striping Project: BECU Exterior 1.00 . 373.00 7.00 - 190.00 1.00 1.00 1.00 12.00 1.00 1.00 194.00 1.00 1, 240.00 9.00 1,950.00 285.00 34.00 Unit Unit Price LS $10,000.00 LF $5.00 EA $150.00 LF $20.00 EA $189.00 EA $10,000.00 LS $17,000.00 LF $20.00 EA $5,000.00 EA $200.00 LF $20.00 EA $800.00 SY $30.00 TN $120.00 SF $2.00 LF $4.00 LF $1.00 e':.����� g��::��l����� �__��#_ __�._.�_.._. I�� O � � Total $10, $1,865. $1,050. $3,800. $189. $10, 000. $17,000. $240. $5, 000. $200. $3, 880. ,n, . , ;�. �� . � i RECEIVEQ� , , AUG U 1 2016 TUKWIIA PUBI.IC WORKS RECEIVED CITY OF TUKWILA JUL 2 8 2016 PERMIT CENTER Page 1 of 1 ' � =DC1 EI'1GIIlEERS Project BECU Exterior � Subject Pump Sizing - `-� �; � �' � � _.' � —� � = -J Assume 10 GPM Inflow, 20 GPM Pumping Rate Pump Calcs 48" Diameter Manhole, Vol/ft = 94 gallons/ft Assume 6" Pump Down - 47 gallons of storage Cycle Time . Fill = 47 gallons/ 10 GPM = 4.7 minutes Discharge = 47 gallons/ (20 GPM - 10 GPM) = 4.7 minutes One Cycle = 9.4 minutes Cycles/hour= 60 minutes/9.4 = 6.4 cycles/hour * Okay, between 6-10 cycles per hour " Headloss Assume 1.25" discharge line Static = 1.21' Project No. Sheet No. 16012-0007 1 Date 08/15/2016 By J Grant G�� r .�/ (� Discharge run - Use 265 LF (Assuming 215' + 50' to account for valves and fittings) hf = 0.002083 x L x(100/C)^1.85 x(gpm"1.85 / d^4.8655) hf =.002083 x(265') x(100/150)^1.85 x(20"1.85 / 1.25^4.8655) hf = 22.47' TDH = hf + static TDH = 23.68' •,io��$�b�,G."J� i.i'R# t'��=• .. ;s`�,�,- rw-r� I.�'p.�•'l'y� I., � y��;'V��/I. _ . � f'� _,;..' � !; �_,, e � "�f�E�[��{dF � C��e�i �'� � � � r O {� � t , , �� Perfiormance Curve — HPGX RPM:3450 DISCHARGE:1-1/4" RECEIVED AUG 12 2016 TUKWILA PUBLIC WORKS Section GRINDER Page 105 ������������������������������������ ������������������������������������ ������������������������������������ ������������������������������������ i:������������������������������������ ���������������������������������� i •. ��������������������������������� ,�\���������������������������������� ������������������������������������� ������������������������������������ , ���������������������������������� ■�■�\�\��■■■�■���■�■■■�■■■■■■■■ '��\�; �■■�■�\�\■�■��■■�■■■�■�■■�■■■�■ ■■■���\■��■■�\���■■��■■�■�■�■■�■■■■� , ■■�\'�\■�■�■\►���■�■■■■���■■�■■■■� --'�.�■■�\�\■��■■\��■��■■■■■■�■��■�■■ ������■�■■\��■��■■\��■��■■■��■■�■■�� � ���\�■■�\�\���■\\■���■�■■�■■■��� ���\���\�■■\�\��■�����■��■■■�■■�� �■�■���\■■■\\■■■■►■■■�■■■■■■■�� - ' � --' ' ■���■■■\�■■�\��■�■\ ■■��■■■■�■�■ - ���i��\���■■�►\�■�\`\���\■��■■■�■�■■ ���, ■■\��\■■�■►`\■��\��■\\■�■���■■�■ . ��- ■■■��r►\�����\�■�\■�\\�■■■�■■■■ �'■■■■\���\■��\►\■■\\\■■\\■�\\��■�■��■■ ■■■■■���\■��\\��\\\■■\\�\\�■��■■■■ � � , �■■■■\��■�\��■\\■■�\\�■\�■■�■■■�■ `��-- \�■■�■■��■�� ��■\\\\■��\��\■■■■�■� , '�■■�■\��\■��■■►\��\��\\�■\�■\1■■■■��■ �■����■�r���■■�\\■\\■\\\��►\■\\�■�■■� ���■��■����►\���\\■\ \�\\\\�■\���►\■��■�� �■■■���■■■��\,I��■\ ��►\�\\\■�►\�\1�■��■■ � S��■��■■■■���r\�■■►\��\■1\\�■■\1�\'��■■�■ ■■■■�■■■�■�■�■\\■�\\■►��\�\\�\'��►\■■��■ �■■��■■■�■���■�\���■\\�\�►\v���l�i������ ■■��■■■■��■�■��■�■�■\\■►���,���Q��t������ ■■��■��■■■■�■■■���■�\\■■\!■■■■■��■�■ ■■����■■■��■■��!Ji�:�'���9�`+►�;!�■■■� �1���■�■■ ■■��������■�������r.���■■���■�■�■■■■■ � �■■■��■■�■�■■�s4�����.�.���� :r:��������■� �� � � . . � � � The curves reflect maximum performance characteristics without exceeding full load (Nameplate) horsepower. All pumps have a service factor of 1.2. Operation is recommended in the bounded area with operational point within the curve limit. Performance curves are based on actual tests with clear water at 70° F and 1280 feet site elevation. October O 2014 Pentair Ltd / Conditions of Service: GPM: TDH: ►� PENTAIR HYDROMATIC' � Dimensional Data — HP�X .. A Section GRINDER Page 209 � 1-1/4 N.P.T. DISCHARGE ' "` ' 1 /8 5/16 -18 UNC x 1/2 DEEP 4 HOLES, EQ. SP, 5-1/2 B.C. A C D I J H L M Q HPGX200 19-1/2 5-3/8 14-5/8 3-3/16 1/4 3-11/16 3-11/16 4-1/16 4-1/4 ALL DIMENSIONS IN INCHES NOTE: CASTING DIMENSIONS MAY VARY t 1/8" October �O 2014 Pentair Ltd. ►i� PENTAIR HYDROMATIC' 1 � Section GRINDER Page 304 MODEL: HPG�Xj — Submersible Grinder Pumps Electrical Data — H P � X R.P.M. 3450 MOTOR TYPE ENCLOSED, OIL COOLED INDUCTION MOTOR DESIGN NEMA TYPE B(3m) L(1 a) GENERAL INSULATION CLASS F STATOR WINDING CLASS F MAXIMUM STATOR TEMPERATURE 130°C MOTOR PROTECTION BI-METALLIC, TEMPERATURE SENSITIVE DISC, SIZED TO OPEN AT 120°C AND AUTOMATICALLY RESET @ 30-35°C DIFFERENTIAL, ONE IN SINGLE PHASE, TWO IN THREE PHASE ELECTRICAL RATINGS HEAT 24VDC 115VAC 230VAC SENSOR 5AMPS 5AMPS 5AMPS SEAL FAIL 300VAC 5mA VOLTAGE TOLERANCE t10% �`� �, o`` o�-O Q� � s oQ Q� �ci� � y� �. Qy Q� ��Q ���Q � _ �� �� 2.0 200 230 200 230 2'0 460 575 HPG: 19.9 51.8 1 G 1.2 HPGX:16.3 15.6 48.0 9.5 33.0 8.3 28.7 3 J 1.2 HPG; 4;6 14.4 2.3 I 9.7 I 2.4 2.1 I 11.4 I 2.4 ►� PENTAIR HYDROMATIC' october �O 2014 Pentair Ltd. . Section GRINDER Page 402 Technical Data — HP� X 20� MODEL: HPG�X)200 — Submersible Centrifugal Grinder Pump Physical Data: DISCHARGE SIZE 1-1/4" IMPELLER TYPE SEMI-OPEN 5 VANE CABLE LENGTH 20' STANDARD Liquid Handling: MAXIMUM LIQUID TEMP. 140°F ACCEPTABLE pH RANGE 6— 9 SPECIFIC GRAVITY 0.9 — 1.1 VISCOSITY 28 — 35 SSU Temperature: MAXIMUM STATOR 266°F OIL FLASH POINT 390°F HEAT SENSOR Open: 257°F MAX./239°F MIN. Closed: 194°F MAX./149°F MIN. Technical Data: POWER CORD TYPE HPG: SOOW HPGX: SOOW, W MOTOR HOUSING CAST IRON ASTM A-48 CLASS 30 z CASING CAST IRON ASTM A-48 CLASS 30 p 0 IMPELLER RED BRASS #85-5-5-5 ASTM 6584-836 J V (VALOX SEO WITH BRONZE INSERT ON HPG) � � CUTTERS �� Stationary: 440C STAINLESS STEEL HARDENED TO 55-60 ROCKWELL C ¢ � Upper (Axial): 440C STAINLESS STEEL HARDENED TO 55-60 ROCKWELL C � U Lower (Radial): 440C STAINLESS STEE� HARDENED TO 55-60 ROCKWELL C MOTOR SHAFT 416 STAINLESS STEEL HARDWARE 300 SERIES STAINLESS STEEL O-RINGS NITRILE MECHANICAL SEALS Standard: UPPER CARBON/CERAMIC/NITRILE, TYPE 21 Optional: HPG: LOWER TUNGSTEN CARBIDE/TUNGSTEN CARBIDE/NITRILE, TYPE 21 HPGX: LOWER TYPE 6A W/ STATIONARY CARBON/NITRILE AND ROTATING CERAMIC W/ VITON SEALING RING UPPER BEARING (RADIAL) SINGLE ROW BALL 6203 LOWER BEARING (THRUST) SINGLE ROW BALL 6306 MIN. B-10 BEARING LIFE 50,000 Hrs ►� PENTAIR HYDROMATIC' october OO 2014 Pentair Ltd. Specifications — HPGX Section GRINDER Page 503 HAZARDOUS LOCATION SUBMERSIBLE SEWAGE GRINDER PUMPS GENERAL Contractor shall furnish all labor, materials, equipment and incidentals required to provide (qty.) submersible centrifugal hazardous location sewage grinder pump(s) for NEC class 1, division 1, groups C, D Hazardous locations, as specif'ied herein. OPERATION CONDITIONS Each pump shall be rated hp, produce U.S. GPM at _ CONSTRUCTION _ volts, phase, hertz, and rpm. 1'he unit shall feet TDH. Each pump shall be of the sealed submersible type manufactured by Pentair Hydromatic. The pump volute, motor and seal housing shall be high quality gray cast iron, ASTM A-48, Class 30. All external mating parts shall be machined and Nitrile O-ring sealed on a beveled edge. Gaskets shall not be acceptable. All fasteners exposed to the pumped liquids shall be 300 series stainless steel. ELECTRICAL POWER CORD Electrical power cord shall be SOOW or W, water resistant 600V, 90°C, LJL and/or CSA approved and applied dependent on amp draw for size. The power cable entry into the cord cap assembly shall first be made with a compression fitting. Each individual lead shall be stripped down to bare wire, at staggered intervals, and each strand shall be individually separated. This azea of the cord cap shall then be fitted with an epoxy compound potting which will prevent water contamination to gain entry even in the event of wicking or capillary attraction. The power cord leads shall then be connected to the motor leads with extra heavy-duty crunp insulated connectors. The cord cap assembly where bolted to the motor housing shall be sealed with a Nitrile O-ring on a beveled edge to assure proper sealing. MOTOR The stator, rotor and bearings shall be mounted in a sealed submersible type housing. The stator windings shall have Class F insulation (155°C or 311°F), and a dielectric oil-filled motor, NEMA B design (three-phase), NEMA L design (single-phase). The pump and motor shall be specifically designed so that they may be operated partially dry or completely submerged in the liquid being pumped. Stators shall be securely held in place with threaded fasteners. No special tools shall be required for pump and motor disassembly. Pump shall be equipped with heat sensors. The heat sensor(s) (one on single-phase, two on three-phase) shall be a low resistance, bimetal disc that is temperature sensitive. It (they) shall be mounted direcfly in the stator and sized to open at 120°C or 130°C and automatically reset at 3U-35°C differential. The sensor shall be connected in series with the motor starter coil so that the starter is tripped if a heat sensor opens. The motor starter shall be equipped with overload heaters so all normal overloads aze protected by an external heater block. BEARINGS AND SHAFT An upper radial bearing and a lower thrust bearing shall be required. These shall be permanenfly lubricated by the dielectric oil that fills the motor housing. Three bearing system with lower sleeve. The shaft shall be machined from a solid 416 stainless s[eel and be a design that is of lazge diameter with minimum overhand to reduce shaft deflection and prolong bearing life. SEALS AND SENSORS The rotor and stator in the motor housing shall be separated and protected from the pumped liquid by an oil-filled seal housing incorporating two carbon ceramic mechanical seals mounted in tandem. This seal housing shall be equipped with two moisture sensing probes installed between the seals, and the sensing of moisture in the seal chamber shall be automatic, continuous, and not require the pump be stopped or removed from the wet well. The sensor probes shall be electrically isolated, with a resistor between each probe to eliminate grounding to the casing. ►C� PENTAIR HYDROMATIC` October O 2014 Pentair Ltd. Section GRINDER Page 504 IMPELLERS Impeller shall be bronze multivane, semi-open, non-overloading design. They can either be factory or field trimmed to meet specific performance conditions. Impellers shall be dynamically balanced at the factory and machined for threading on to the pump shaft. GRINDER CUTTERS The combinafion centrifugal pump impeller and grinder unit shall be attached to the common motor and pump shaft made of 416 stainless steel. The grinder unit shall be on the suction side of the pump impeller and discharge direcdy into the impeller inlet, leaving no exposed shaft to permit packing of ground solids. The grinder shall consist of two stages. The cutting action of the second stage shall be perpendicular to the plane of the first cut for better control of the particle size. The grinder shall be capable of grinding normal domestic sewage. Both stationary and rotating cutters shall be made of 440C stainless steel hardened to Rockwell 55-60C and ground to close tolerance. The upper (�ial) cutter and stationary cutter ring shall be reversible to provide new cutting edges to double life. The stationary cutter ring shall be a slip-fit into the suction opening of the volute and held in place by three (3) 300 series stainless steel screws and a retaining ring. The lower (radial) cutter shall macerate the solids against the I.D. of the cutter ring and extrude them through the slots of the cutter ring. The upper (axial) cutter shall cut off the extrusions as they emerge from the slots of the cutter ring to eliminate any roping effect that may occur in single stage cutting action. The upper (axial) cutter shall fit over the hub of the impeller and the lower (radial) cutter shall be slip-fit and secured by means of peg and hole and rotate simultaneously with the rotation of the shaft and impeller. The grinding mechanism shall be locked to the shaft by a 300 series stainless steel countersunk washer in conjunction with a 300 series stainless steel hex serrated head screw threaded into the end of the shaft. TESTING Commercial testing shall be required and include the following: The pump shall be visually inspected to confirm that it is built in accordance with the specification as to hp, voltage, phase and hertz. The motor and seal housing chambers shall be hi-potted to test for moisture content and/or insulation defects. Pump shall be allowed to run dry to check for proper rotation. Dischazge piping shall be attached, the pump submerged in water, and amp readings shall be taken in each leg to check for an unbalanced stator winding. If there is a significant difference in readings, the stator windings shall be checked with a bridge to determine if an unbalanced resistance exists. ff so, the stator will be replaced. PAINT The pump shall be painted with waterborne hybrid acrylic/alkyd paint. This custom engineered, quick dry paint shall provide superior levels of corrosion and chemical protection. ►C� PENTAIR HYDROMATIC' October O 2014 Pentair Ltd. - Section GRINDER Page 802 Insta«ation — HP� X HP�R TL-PRO - SIMPLEX FIBERGLASS LOW PRESSURE SEWER SYSTEM CONDUIT F�ANGE SIMPLEX JUNCTION BOX, STRUCT. PLASTIC IHAZARD0U5 LOCATION JUNCTION BOX FOR HPGXJ 2" NPT CONDUIT FLANGE STRUCT. PLASTIC � 5',6',7',8' Basin Heights 10" STD. 1� _ 4" ADAPTFLEX INLET HUB (FIELD INSTALLED� INVERT �____ HIGH WATER "ALARM" LEVEL GUIDE RAILS, 1" SST PIPE� 24" DIA. FIBERGLASS BASIN � GRINDER PUMP -- 24" DIA. NOTE: 30" Basin minimum requirement for HPGX IIVIV I.VLLHR 1 1/4" BALL VALVE, PVC TRUE UNION, BLOCKED TYPE DISCHARGE FLANGE, SST 1-1/4" — INSIDE BASIN 1-1/2" NPT— OUTSIDE BASIN BRACKET 24" BASIN COVER, STRUCTURAL PLASTIC — RAIL SUPPORT, SST — LIFTOUT CHAIN, 1/4" SST ANTI—SIPHON VALVE, BRASS W/ ABS SCREEN 1 1/4" TRUE UNION BALL VALVE, PVC (PLASTIC EXTENSION HANDLE) DISCHARGE FLANGE, SST 1-1/4" NPT INSIDE BASIN 1-1/2" NPT OUTSIDE BASIN PUMP "ON" LEVEL 36" 1-1/4" PIPE, SCH. 80 PVC PUMP "OFF" LEVEL LIFTOUT W/CHECK VALVE, CAST IRON, SST GUIDE PLATE ►� PENTAI R HYDROMATIC' October �O 2014 Pentair Ltd. Specifications — N���S 200� NOVUS 2000 CONTROL PANEL GENERAL Section CONTROLS Page 505 Contractor shall fiunish all labor, materials, equipment, and incidentals required to provide (simplex, duplex) pump control panel as speci�ed herein. The pump control panel shall be assembled and tested by a shop meeting LTL standard 508A for industrial controls. Each control panel shall receive a factory test to ensure proper operation prior to shipment. CONSTRUCTION The controls for the pump sha11 be contained in a(painted steel, fiberglass, stainless steel, aluminum) enclosure meeting NEMA (1, 12, 3R, 4, 4X) requirements with hinged door. The enclosure sha11 have provisions for padlocking. A namepiate shall be permanently aff'ixed to the panel and include the voltage, phase, hertz, pump full load ampere ra[ing, and pump horsepower rating. A warning label stating the power should be disconnected before servicing shall appeaz on the panel. An aluminum back panel shall be provided. Should the panel size be latger than 36"x 30", a 12 gauge steel back panel finished with nonconductive white polyester powder paint shall be provided. For each pump, a run light and a hand-off-auto switch shall be provided. Run lights and hand-off-auto switches shall be mounted on the inner door. The run lights and hand-off-auto switches shall be properly labeled as to function. The run lights shall match the hand-off- auto switches in appeazance. Run lights shall be green. The incoming power shall be (115, 208, 230, 460, 575) volts, (single, three) phase (50/60) hertz service. Terminal blocks with box type lugs shall be supplied to terminate all wiring for floats, heat sensors, and seal sensors for the pump, if required. The pump leads shall be terminated at box type ternunal blocks. A circuit breaker shall be used to protect from line faults and to disconnect the pump from the incoming power. Circuit breakers shall be thermal magnetic and sized to meet NEC requirements for motor controls. The magnetic starter shall include a contac[or with a minimum mechanical life of 3,000,000 operations and a minimum contact life of 1,000,000 operations. The magnetic starter shall include an overload relay that is IEC rated, ambient temperature compensated, and bi metallic. The overload relay shall be capable of being set in either a manual or automatic reset mode. In the manual mode, only the operator shall accomplish reset. Overload relays shail be Class 10 type, meaning at 6 times the full load amperes the overload relay shall crip within 10 seconds. Control voltage shall be 120VAC and may be accomplished by the means of a h�ansformer should the input voltage be unable to produce a 120VAC signal. Conh�ol fuse(s) and an on-off switch/circuit breaker shall protect and isolate the control voltage from the line. Wire ties and/or wire track shall be used to maintain panel wiring in neat bundles for maintenance and to prevent interference with operating devices. All wiring shall be color-coded to facilitate maintenance and repair of the control panel. Where a color is repeated, number coding shail be added. A schematic shall be permanendy attached to the inside surface of the front door. All ground connections shall be made with fork terminals and star washers to assure proper ground. A pump controller shall be provided for control logic. It shall be a dedicated, solid-state controller, which is easily replaceable with unpluggable terminal blocks on all wiring inputs and outputs. Controller shall be surface mounted on the back panel, shall be iJL listed, and sha11 operate on 120VAC t10%, 5�70 Hz, with an operating temperature of —10°C to 60°C. (Simplex) The controller shall have inputs for 3 normally open float switches; they shall be Off, On, and Alarm (High Level). The float inputs shall be not more than 12VDC when open, and not more than 100mA when closed. ►C� PENTAIR HYDROMATIC` Octaber �O 2014 Pentair Ltd. > • . Section CONTROLS Page 506 (Duplex) The controller shall have inputs for 4 normally open float switches; they shall be Pumps Off, Pumps On, Lag On, and High Level. The float inputs shall be not more than SVDC when open, and not more than 2mA when closed. The controller shall have an input for connecting each pump's motor seal fail (moisture) sensors. The controller shall measure the resistance between the moisture probes. When the resistance falls below 50,000 oluns, the seal fail LED for the specified pump motor and the seal fai] relay output shall activate. This sha11 not disable the pump. The pump with seal fail shall be demoted to lag pump (duplex only). The controller shall have an input for connecting each pump's motor heat sensor. Should this input sense an open circuit to ground, the temp fail light will illuminate and the corresponding pump shall be disabled. The controller shall have an input for the auxiliary contact of each motor contactor. When the controller calls for the pump, the pump call light will activate. Once the input on the controller is shorted by the auxiliary contact of the motor starter closing, the pump run light shall activate. The controller shall have an LED indicator that activates when the high level float closes. This indicator shall be red. In addition to the alarm LED, there shall also be an alarm test push-button on the controller that, when pressed, simulates a high level condition, activates the external alazm light, and sounds the audible alarm, if applicable. The controller shall have a 3-position switch that chooses among Pump 1 run as lead, Pump 2 run as lead, and automatic alternation of the lead pump. (Duplex only) The controller shall feature delays for each pump turning on and off, preventing both pumps from turning on and/or off at the same time. Once one pump turns on, there shall be a time period of 8 seconds, in which the second pump cannot tum on. When a pump turns off, there shall be a time period of 4 seconds, in which the second pump cannot turn off. This protects against power surges and the water hammer effect. (Duplex only) The controller shall demote to lag pump, a pump with the seal fail (moisture) condition activated. OPTIONS Panel may be equipped with the following additionai features: -iJL 698A labeled with intrinsically safe circuit extensions for -Anticondensate heater with thermostat floats (Hazardous location pumps only) -Heat sensor — manual reset -High-level alarm light (flashing, nonflashing) -Voltage monitor -High-level alazm (piezo, horn, bell) with push-to-silence switch -phase monitor (3 phase only) -Auxiliary dry contacts for alazrn conditions -Lightning arrestor -Telemetry unit -Surge suppressor (capacitor) -Power-on indicator light -120VAC, 15amp GFCI convenience outlet with circuit breaker -NEMA rated starters -Fused/Nonfused disconnect -NEMA rated Class 20 aznbient compensated overload relays -Main breaker -NEMA rated Class (10, 20, 30) melting alloy overload relays -Generator receptacle -Soft starts -Manual transfer switch -Elapsed time meter (per pump) -Pedestal mount — up to 36" x 30" -Cycle counter (per pump) -Floor stand kit -Seal failure light(s) -22mm oil right lights and switches -Over-temperature light(s) -30mm oil right lights and switches ►C� PENTAIR HYDROMATIC° October OO 2014 Pentair Ltd. i - � � � RILEY�ROUP June 30, 2015 Mr. Stephen Blackstone IA Interior Architects 1001 Fourth Avenue, Suite 440 Seattle, Washington 98154 Subject: Foundation Recommendations BECU at Tukwila Financial Cent 12770 Gateway Drive South Tukwila, Washington RGI Project No. 2015-101 References: REVIEWED FOR COD� C�MPLIANCE �4PPROVED I AUG 2 9 2016 l „ / ( �i� +bf �`ukwila BUILDiNG DIVISION _-�..�� �?ECFIVED CiTY QF TUKWVILq .�i�� 2 1 �Q�� �ERMIT CENTER 1. Report of Geotechnical Investigation Proposed 37-acre Development Tukwila Washington, prepared by Dames and Moore dated March 19,1985. 2. Report of Geotechnical Investigation Proposed Phase III Development Gateway Corporate Center Tukwila Washington, prepared by Dames and Moore dated August 26, 1987. Dear Mr. Blackstone: As requested, The Riley Group, Inc. (RGI) has reviewed the referenced reports and developed foundation recommendations for a remodeling of an existing BECU building at Tukwila Financial Center located at 12770 Gateway Drive South in Tukwila, Washington. PROJECT UNDERSTANDING RGI understands that the proposed project will include a concrete vault, two new canopies, and three coffee kiosks. Geotechnical recommendations will be needed for foundation support of the proposed structures. RGI understands that the existing buildings and slabs pile supported. Detailed pile depth and design information were not available for review. SUBSURFACE SOIL CONDITIONS Based on the referenced reports (Reference 1 and 2), the site is underlain by alluvial silt, organic silt and sand deposits. The near-surFace soils consist of soft to medium stiff silt and organic silt that extended to depths from 6 to 9 feet below ground surface. The soils below near-surFace layer consist of loose to medium dense, fine to medium sand with variable silt content. SEISMIC CONSIDERATIONS Based on the 2012 International Building Code (IBC), RGI recommends the follow seismic parameters in Table 1 be used for design. Tatoma, Woshington Phone 253.565.0552 Corporate Office 17522 Bofhell Way Northeast Bothell, Washington 98011 Phone 425.415.0551 �Fax 425.415.0311 www.riley-group.com Kennewicly Washington Phone 509.586.4840 � BECU at TFC Tukwilo, Washington � Site Soil Classl Site Latitude Site Longitude Page 2 Table 1 IBC Seismic Parameters 20121BC Parameter Maximum considered earthquake spectral response acceleration parameters (g) Spectral response acceleration parameters adjusted for site class �g) Design spectral response acceleration parameters (g) June 30, 2015 RGI Project 112015-101 Value E 47.488753° N 122.274714° W SS =1.497, 51=0.561 $ms =1.347, $m1=1.347 Sds =0.898, Sd1=0.898 _�•�•�. ��� 6���=�a� a��•,�a���� w�u� �nc ww �u.� mremauonar nmiomg coae. inc Sfte aass is based on the average charederistia of the upper 100 feet of the subsurFace profile. Liquefaction is a phenomenon where there is a reduction or complete loss of soil strength due to an increase in water pressure induced by vibrations from a seismic event. Liquefaction mainly affects geologically recent deposits of fine-grained sands that are below the groundwater table. Soils of this nature derive their strength from intergranular friction. The generated water pressure or pore pressure essentially separates the soil grains and eliminates this intergranular friction, thus reducing or eliminating the soil's strength. RGI reviewed the results of the field testing and assessed the potential for liquefaction of the site's soil during an earthquake. Based on review, the possibitity of liquefaction during an earthquake is high. The existing building is supported on piles. RGI recommends that no new load will be added to existing piles. All new structures will be supported on their own foundations. CONCLUSIONS ANO RECOMMENDATIONS Vault RGI understands that the design team is considering steel pipe piles for supporting the proposed vault. If this option is used, the pile capacities listed in Table 2 can be used for structural design and pile layout. Table 2 Driven Pile Capacities (kips) Pile Type Pile Diameter (inches) Compression Uplift Pipe ............. Pipe 2 3 ��. 12 0 i 3 ` ........................... Typically, a smal� diameter steel pipe pile is designed as end bearing piles and must be terminated in dense soil in order to reach the design bearing capacity. Based on our review of referenced reports, the site does not have the dense soil needed at shallow depth to provide the pile support. If this option is used, two test piles must be installed to verify the design load. Each pile should be loaded up to twice of 1 � RILEYGROUP BECU ot TFC Page 3 June 30, 2015 Tukwila, Washington RGI Projed Ji2015-101 its design capacity. A geotechnical engineer should observe the pile installation and testing. This option can be used only when both piles have passed the loading testing. Alternatively, helical piles can be used for the vault. A helical pile is an extendable deep foundation system with helical bearing plated welded to a central shaft. Load is transferred from the shaft to the soil through these bearing plates. RGI recommends that either square shaft or round shaft lead sections be used. The first section of lead section contains helical plates. The lead section can consists of either one or up to four helices. Additional helices can be added, if required, with the use of helical extensions. The design capacities listed in Table 3 can be used in design. The design capacities assume 6- to 8-inch diameter helix. Table 3 Helical Pile Capacities (kips) Pile Type Shaft Diameter (inches) Compression Uplift Lateral Helical � 1.5 � 15 � 20 I 2 The helical piles can be installed either using a machine or hand-hold tool. The above capacity can be reached with a torque of approximately 1,000 foot-pounds. A geotechnical engineer needs to observe the pile installation and verify the capacity during construction. Canopy Two new canopies will be constructed for the site. RGI understands that the design team is considering of using some of the existing pile foundations if possible. At the time of preparing this report, there is limited information about the existing foundation system. If this option is considered, RGI recommends that contractor verifies the pile foundation capacity during construction. Alternatively, helical piles can be used for the canopies as described above. Kiosk The project site is susceptible to soil liquefaction during earthquake event. The existing building is supported on pile foundation and the proposed vault and canopies will be supported on piles. However, the proposed kiosk is relatively light weight and the risk related to soil liquefaction is low. RGI recommends that the kiosk be supported reinforced concrete slab over 12 inches of structural fill. A bearing capacity of 1,000 psf can be used for structure design. Immediately below the floor slab, RGI recommends placing a 4-inch-thick capillary break layer of clean, free-draining pea gravel, washed rock, or crushed rock that has less than 5 percent passing the U.S. No. 200 sieve. This material will reduce the potential for upward capillary movement of water through the underlying soil and subsequent wetting of the floor slab. Where moisture by vapor transmission is undesirable, an 8- to 10-millimeter thick plastic membrane should be placed on the 4-inch-thick layer of clean gravel or rock. ADDITIONAL SERVICES A geotechnical engineer/geologist needs to observe the pile installation and determine the pile depth during construction and verify the kiosk slab subgrade before placing structural fill. 1 � RILEYGROl1P { BECU at TFC Tukwila, Washington LI MITATlONS Poge 4 June 30, 2015 RG! Projeci 1/2015-101 This letter is the property of RGI, IA Interior Architects, and its designated agents. Within the limits of the scope and budget, this letter was prepared in accordance with generaily accepted geotechnical engineering practices in the area at the time this letter was issued. This letter is intended for specific application to the BECU at TFC project in Tukwila, Washington, and for the exclusive use of IA Interior Architects and its authorized representatives. No other warranty, expressed or implied, is made. 5ite safety, excavation support, and dewatering requirements are the responsibility of others. The analyses and recommendations presented in this letter are based upon reviewing the explorations completed by others at the site. Variations in soil canditions can occur, the nature and extent o# which may not become evident until construction. If variations appear evident, RGI should be requested to reevaluate the recommendations in this letter prior to proceeding with construction. Please call us if you have any questions or need additional information at (425) 415-0551. Sincerely, The Riley Group, Inc, Ricky R. Wang, PhD, PE b%?, p/ Zp �� Principal Engineer � Attachments: Figure 1. Vicinity Map Figure 2. Site Plan � 1 � � �- RILEYGROUP USG5,1995, Des Moines, Washington Approximate Scale: 1"=1000' � 7.5-Minute Quadrangle 0 500 1000 2000 N - Corporate Office BECU at Tukwila Financial Center Figure 1 17522 Bothell Way Northeast RGI Projed Number Date Drawn: ,,-Bothell, Washington 98011 Site Vicinity Map Phone: 425.415.0551 2015-101 07�2015 RILEYGROUP Fax: 4zs.4�s.o3�� Address: 12770 Gateway �rive South, Tukwila, Washington 98168 FILTiR r7.bflL C MIRltFI wo � eauN.� I sIU� Pr�1cE hFLUFE'(t7 POyT Ah fCt441FEp ,� � � FoR hUPPOFT. � . _�,�_-�--_ --_--a-� ._ - � . I�- �'h� WI.g11tA 4►a�Fl, � _ .. - OP- PEAlqRAVEL ' � fy, � Q � � � r� N `' " 4 J _ ��; , . \\ G�.y�' , h� r� yw� Z sr�w eru r-asc� - • �� �� :�..c .t�� � ' O c�. `r�S' FfH,1 _ C2 C1YP.) / �i' ' n'6 . ' , 1 ,���R�P � �\�t � �a.. ��O � . Z' �'. 6 `- :� 2UFY FABR�G Wlp w/l�FA�GL � E / � ti , ` , , •• � " :�� � ' - • �'h(�.4�6� � ' / � ' ' .. , O Rw IiM ♦M� � ")'�. 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"', ' w �,. . „? - y � �,` � • .� ' �oc�nora , � � ,' ., " � _! �, •,: • -e-- - ~S l ♦ IS.a2 � Mp µ.SO � ' ,! •� u.l ` � I � l • , }- '' � �' ' � / � ` • e� . cer+ca�w � •� .., o � io.,'d ''�la-'� �i oKinlrS.00 , _ ��- �a� \ "`�. 1. w w[vial� md work tlu� be N conlPmMnck with tlu 19BA S'a d rd c�ec�rn�,�_m /nr � B�" ., �. n / � 1� u r - O RM f I��� Gy� y'/ _�.. � �. �. � C M �' tt•�o; i ' tq fload. o�dec and Munieinel Cen,tnrc�ion. publ'uhed by �tu Wa�lm�ton Snte Deprw�rt . y � � }`�` / ' Tt',%� o! hanqwnation �� tLe Wa�lui�ton Stats cluy[er. NWA, ezapt u madi(ud bY tha � . .! a . - �� � � b � k I rp � Consuucdon SumdaNn !or fhe Uq of 7Lhw➢a. 1G�q Counry. Wa�htnpon <ca�wuctloe � ) � • >,� 5� d ds) n nacd Iwein. � � / � ��� .. . . �' an ar . or . . . y .� Q 1 _ U [MHa� w G: • . ` . . W ,.. '� �b 2. Eaitii�� Ut1�111Y - CIt�Stlllj WI�11{6/ ��IOWII On lht PLRi �YR �ER ]I�YIIW (TOM lilt btK ' �• O I' /♦ • A• infarmadon �raile6k �o Ihe en�neec Mcunry aad rnaplstepea ne not suxnnwE. It . y. ` � i !��?Ps+i., - ,.. � �' ,�{.RIM,;B.00 � �`,1 i' �h.11 �WI be Ue Contra�aar� rmpwuibiliq ro bc.is �nY•�cdni miliN.a wNcA n�y aonfltn � �•• ,�� & � . � � . ; � ;$L'wi �� l i �> ��\ ' �. �, D • . �\ wi�h thc Contrutor� o�aotlon, whstlwr �owa on th� plw or not `/� � 9• In�pectian • 79u Contracwr �haU nvti(y rpyropriatc dcp�n�av�� for nquired intMtt{on �� _ - �� suv�res, or tering prior lo puuint u�y uu7idn in servin. Cuy of TWwOa, Depanmml of •++ �� t�� � � Publ(c Wo*kx � ,k � ' ' ,�, ,n � 1„ � . �. No sUt bdm wna is w W d6cMvEed ffnu th� sita wi�lwut pavin8 thrm�h �n ualan � RMN 14lYe. ... . RH'11+��'•• mnvpl ryscem. . '� J� � � .. �' i � � .. / /y{ � • ,/ .�• 5. 9fie Comm�or ahall scheduk and conad his wnrk w u to canply wiih atl �pptl�ble ''� 1. ofdinaixa ro prcvent any lutudi ro yu6lie olety, Aea1tA �nd weYuc � � 41M1 �FW�K, . � .` • .. ' . 14.So : 6• Strceu �nd adjo0w� puWnj uaai �hall be kept free of dirt �nd deb� on a wndAuow l � �„ � - � u •.. n,.u. % � „ n.�o � • , • 4 • •8�_� � �.. RMM.1Q .1tIc�1�.W � 14!Sa 7. M�ppmved mpy of ihae PWu wLl Ue on �he job sin whmerer wnsmiaion is in P�ojrw. "� �• � '� � •• •• ,' . ,. `� ' � . , E. 7M Contranm �MU De tdc1Y �nd caoPktetr rapo�uibte fw ILe [onditiem of dw job d�a � .. M`.� ,. ���♦ �� y L.` }-, 3 3. l7,� inclidinj ukty o! ,II penons ud PropenY� dudnj peAomunce of �he wo�k. 11w } - �j _ ttquiremenc rnL �PP�Y conrinoomlr �nd aot be Ifmited to aoreul xrorkinj hom�. G��.70 i IC'�4� �% �. �`♦ rtiw�st'l., `�'. i�;''�'.'S?' ..� ,,• � .; 9 ' k' . . ,'» .,.,° . .� ,:.� . . . � .V i' 4' •.yr ' ...A,. ' '. • _ � , .r�U �\ ♦ . � � ,�' ' �� ry.Tee� Ex� Guf�i �hkTe � : uaRp •• . � w,� � . `y � , � s. f �' ' ; r"'�' GATEWAY DR/VE �.cv. X �cu� 6 �ev �� . \ • .i.+, ,. r+cad txcur�o -=--�- ...-• , _ ' * �. .„ .,� : a.ev. � �aHUENt ax�rr.�y r�ve , .�Nr �� K. � .�' �ii- . , swr.Ti� aufe7 e ,. eawsiowsF.wMrxr�now oorrrna. � . � , - _`4 J7� . - i',.� __ �_ - - - �' 1. The tempo+aY emion <a�al system sh�ll bt ins[nlled pku to all orhv rnnstrucdon. • �' � � i.� . 1 I �` �3 �.. �• , '�V fX GUF$u. � 1 � . ,�'�e. � a: s I P � 2. Whae pnssble. mainnim m�ual vegttadon fw sile eontrol � i}.g I I ' f.,�e `s. / R ,.j ` � 3. N eomwerion pro�u�a and aauoml mndidons dleutq mon �ndon eonaol (uiliiia � .. , • s; ia;:s may Le rcquued �o wurc compl<te �itnHon control. 7Lcretme, durinY d�e eoune e( � - . � mnirtueuon, i� shail be the obti=ation and responsibiliry of �he Canv�cror [o addrar �ny . m:diuom that may be nea�cd by hu +cdvitlu �nd eo p�ovide addirio�ul fuili�ie� wxr I I u�d above �he miitimum rNuifem�nu u maY be needed. 4. 7emponry a7tation ponds ud all temponry silurion controL sfiall Ee maintained in a utlsbctory condiuon w¢U auch rime 'Aa� ainring �nd/or cmuwttion is nmpleied. peemanen� Minage facilitio �rc openrionsl, ud [he po�ential fw umion has qsud. � 5. All distu�bed Iand �¢u Iek for 30 days or mott �Mll�De seeded with a mIx and by o� � me�hod epproved by Gry of 7Lkwila Dqumnrn[ of Public Worb. ' _ ' _ _ _ ' _ ' �= B-2, Test Boring By Dames Se Moore in 1985 �g( = DC-4, Dutch Cone Probe by Dame Se Moore in 1985 ., - Corporate Office �= TP-12 and TP-18, Test Pits by Dames Se Moore in 1985 17522 Bothell Way Northeast RGI Project �= TP17-87 and TP-18-87 by Dames Se Moor in 1987 ,,- Bothell, Washington 98011 2015-. Drawn from The Catlison Partnership, Site Grading and Erosion Control C.3. RILEYGROUP Phone: 425.415.0551 Fax: 425.415.0311 Addi Approximate Scale: 1"=100' 0 50 100 200 � � �=DC1 Ef1G11lEER5 E 0 V !%1 �i c .� � � ' Seattle ' Portland , Spokane ' San Diego I Austin ' Inrine �li San Francisco IAnchorage Los Angeles � t �� �' x. BECU - TUKWILA FINANCIAL CENTER EXTERIOR RENOVATION 12770 GATEWAY DR. °�.. TUKWILA, WA 98168 STRUCTURAL CALCULATIONS REVIEWED FOR CODE COMPI.fANCE APPROVED AUG 2 9 201 I Ci of T 'la BUILDING DIVISION JurvE 20, 2016 DCI JoB NunnBER: 16011-0143.00 �c�� W s 2�� � w� ���_ � A�O��3�� G���� �SSI�NALti�� PREPARED FOR: IA (NTERIOR ARCHITECTS 1 OO'I FOURTH AVENUE, Su�TE 3600 SEAn�E WA 98154 RECEIVED CITY OF TUKWILA �Lii� 2 � ��IU PERMIT CENTER , • 818 Stewart Street, Suite 100� Seattle, Washington, 98101 Phone (208) 332-1900 S e r v i c e I n n o v a t i o n V a I u e ♦ � � ` =DC1 EE�GI I'1EEFi5 Project g��� ��� �� ��tit �� Subject �jt/P2.4�� Sy-�� QL�9� Project No. 16c�t 1 �orK� Sheet No. i Date S�Z�"�2a�� gy'�� t.e_ ��.�-� � �-� : 3�Gv �`� �-�c c.✓� i ���4n.r ct ,c{�., C.�N7�. 12�'�-t� C� A? ew PcY �� . -��,��t � �-,, �,� � g ( � � ,� , �, � ; �, ;:, �'/'%/./.� �/�'%/�//��/,�'%///. /i, ;%//',� '�; ';� ; %%//��%�; i'/-'%/ :� ;; � � � ,, � Design Maps Summary Report � Page 1 of 2 � �U�j� Design Maps Summary Report User-Specified Znput Report Title BECU TFC Wed May 25, 2016 22:24:4i UiC Buifding Code Reference Document 201.2 International Building Code {which utilizes USGS hazard data availabie in 2008} Site Coordinates 47.48873°N, iZ2.27487°W Site Soit Classification Site Class E-"Soft Cfay Soil" Risk Category I/II/IiI USGS-Provided Output SS = 1.497 g S„S = 1-347 g Sos = 0.898 g S, = 0.561 g S„1 = 1.347 g Spl = Q.898 g For infvrmation on how the SS and S1 values above have been calculated from probabilistic (risk-targeted} and deterministic ground motions in the direction of maximum horizonta! respanse, please return to the application and select fihe "2009 NEHRP" building code reference document. 1.40 1.26 z.iz 0.98 .� � 0.04 T'w �. I D � O.SS 0.42 0.28 0.11 0.00 a �NfCEa Response Spectrum Period, T (sec) 0.99 0.90 0.81 a�z D.63 QI 0.54 �� y O.tS 0.36 0.2T 0.1 S 0.09 0.00 0.00 0.20 0.4D 0.50 0.90 1.00 1.2Q 1.40 I.60 1.80 2.00 Period. T (sec) Design Response Spectrum http:Uehp1-earthquake.cr.us�s.�ov/desi�nmaps/us/summarv.phn?temnlate=xninimalBLlatitu..:- 5/25/201d CANOPY DESIGN � < r� , � ��I EI'1GInEERS Project No. �rGo�! —0�9-3 Pro�ect ���, � g� � �� �'t t� Cv�npo�t��5 8c Gack�o Subject QI c l� � W�td �� -�- QEi :.��-€� ca�-�P�t AC� �S� �. 1Z77� G-��e �v�c� �r�e Tu�w�.� , t�A" �5�6� �= 0 � ( CUhS�tU o�7`Ue } � �n � 3 Sheet N�o. A -1 Dateo3 j3��1� By �. � i�s�- Ca.���,� _ .�. �Pt:ls�� �� : ������<��s � �5..��� �xPasc�c� : � c urb��. a�e�l �u�d�o� ��t� = �orn��en�s � C�o�loli� > k��� o �8:� � , � ��;�� : � = 3 � 7 .��QQ�� �g --=� K�. _ o .� ��,� h = 3� , .� z i � _ � 30 �� � � — �.o� � �� � -- ,Z. o, ( �� = n.`�Q �i = �°�� z. 'VeI�� Fre�s�� : �,= o,00Z56 k�-k�� -�d.V � � = c��ooZ�� �o��) c 1..�� c o-��} C � � �.} = !$��-� �s-�- �/�� P�>� = v . t� - 3 a=�3' %ssu��� = �ec��U� w�cl a�ect � a� (conSeNev�rti�-� _.�or 6=od ' �N- . G�ea r ��+1?d ��,Qw z�ne 3: C 2•�- )�� 3� 3� z��,e z � ( f� � > (--���) � .�one 1 � ( t-z� �-1.1) _; . C..,� ��' � - : = �, Z 3 0 , .:' , �D�� EflGl CIEEAS Project Subject �r �— � 5� Gear- 6� tl�.d �w =� : for' n-3°. Giea� W t�� �w CN ��� zo�� 3 Zo ne z C3,Z} ( 4��� � 2.4) � —2, t1 c a...�) �—��-) ��. S > c —3-7�� � 2, � ) ( -- �..C�} C t� 4 > ( --�, Z�> Project No Sheet � A - 2 Date : (�1rd i�[�ssr��e : zo�}e �. P� _�(��� �Cn/=C(8�4-3)(��8�� C2,�)=/���8b psf �tc�.��d�. c�.���.�� _ . p� — �h �� -� =� ����-� � ����� � �--�.��,��� g-�s �sf «�y �� ��� zp-� e 2. P' -- t� -��� ` C l8'�(,-3 i c o-$ 5)� 2� �) — 3Z- q� p s-� �-�ow� rds (� n��Qr� j �� � �h•�>��N = f 1�•�3),(0�''j5� (—�.qj� Z�`�76 �sf (awac� -�ro�l� Cc�.�.Q�� zo�e � - �r — °--�-� �,��r/ - � �8't3 )to-$� )( !�4> = 2f q3 Ps� Cfiotn�rds cc�c�c�`� �� - �h.� ��r = � f�•43) �� ����� ���2�� � -1�'� 5g �s� ta�.�.�� {-�� ��.a�,� a � N a �; N �I =�% C � � .y � � � a � O O � N V N ln � � N c � �, a fn � U C � 'y � � C � '� N �+ � �. C O N C � f0 U � o � �� � � � M T ,C � C � Q � � a. LL� � o Y � w` 0 H � � a � N � � CO � O N � M N � � N � � C � .N � � � a 0 c m U v a� N .� � � � c rn .y N � T a 0 c m U v d c a E 0 U �. N N fl. �0 L � L � �C G C� L `i a� -a 0 � � a 0 c co U M � � O � Q'^ W r .. . , Company : DCI Engineers May 25, 2016 � e���� Designer : TAK A- rj Job Number : 16011-0143 Checked By. T E c x N o� o c i E s Model Name : Canopy Design Hot Rofled Stee! Section Sets Label Sha e T Desi n List Ma�erial Desi n Rul... A m2 I in4 Izz in4 J in4 1 Joist WT5x11 Beam W Tee A992 T ical 3.24 5.71 6.88 .119 2 Edge Beam HSS8x6x6 Beam Tube A500 Gr.B R... T ical 8.97 50.6 79.1 100 3 ross Beam HSS8x4x5 Beam Tube A500 Gr.B R... T ical 6.43 17.2 51 42.6 4 Column Hss�csxs Column _____Tube_ ASoo�r.B R... Typical 9.74 48.3 48.3 81.1 MemberArea Loads BLC 1: Dead) Joint A Joint B Joint C Joint D Direction Distribution Ma nitude 1 N121 N3 N4 N122 Y A-B -8 2 N 30 N42 N 114 N 102 Y A-B -8 3 N162 N189A N190 N163 Y A-B -8 MemberArea Loads BLC 2: Live) Joint A Joint B Joint C Joint D Direction Distribution Ma nih�de 1 N121 N3 N4 N122 Y A-B -20 2 N 30 N42 N 114 N 102 Y A-B -20 3 N162 N189A N190 N163 Y A-B -20 MemberArea Loads BLC 3: Snow) Joint A Joint B Joint C Joint D Direction Distribution Ma nih�de 1 N121 N3 N4 N122 Y A-B -25 2 N 30 N42 N 114 N 102 Y A-B -25 3 N 162 N 189A N 190 N 163 Y A-B -25 MemberArea Loads BLC 4: Wind (uplift)) Joint A Joint B Joint C Joint D Direction Distribution Ma nih�de 1 N121 N3 N4 N122 Y A-B 36 2 N30 N42 N114 N102 Y A-B 36 3 N 162 N 189A N 190 N 163 Y A-B 36 MemberArea Loads BLC 5: Wind (pressure)) Joint A Joint B Joint C Joint D Direction Distribution Ma nitude 1 N121 N3 N4 N122 Y A-B -27 2 N30 N42 N114 N102 Y A-B -27 3 N162 N189A N190 N163 Y A-B -27 MemberArea Loads BLC 6; Seismic (x)) Joint A Joint B Jant C Jant D Direction Distribution Ma itude 1 N4 N122 N121 N3 X A-B 10 2 N30 N42 N114 N102 X A-B 10 3 N162 N189A N190 N163 X A-B 10 MemberArea Loads BLC 7: Seismic (z)) Joint A Joint B Jant C Joint D Direction Distribution Ma nitude 1 N4 N122 N121 N3 Z A-B 10 2 N30 N42 N114 N102 Z A-B 10 3 N162 N189A N190 N163 Z A-B 10 RISA-3D Version 13.0.0 (J:\...\...1...\...\Canopy Design\Combined Canopy design_Revised Kiosk.r3d] Page 1 Company : DCI Engineers May 25, 2016 ' � ���� Designer : TAK A - s Job Number : 16 01 1-01 43 Checked By. T E c N N o � o c i e s Model Name : Canopy Design Basic Load Cases BLC Descri ion Cate r X C�avit Y Gravi Z Gravit Joint Poi� Distribut...Area e...Sur�ce ... 1 Dead DL -1 3 2 Live LL 3 3 Snow SL 3 4 Wind u lift WL 3 5 Wind ressure WL 3 6 Seismic x ELX 3 7 Seismic z ELZ 3 Load Combinations RISA-3D Version 13.0.0 [J:\...\...\...\...\Canopy Design\Combined Canopy design_Revised Kiosk.r3d] Page 2 .' . x >� :N � a rn N d' � � e�- � N l!') �' N i � � � C � .N a� � � a 0 c c� U b� i� �L N O Y v a� y .' � � i c rn .y N � � d O C f0 U � d c a E 0 U � N a " a ca 0 J a c� a� � � � o � M C � U � � � � O m W � W � O Q Q � r a } � C � .N N � A d O C (� U N � > � J � i N '� J C m �,�„� N Y o V L J 0 r a � N .� d � i c rn .y N � � d O C � U v d c a E U � N �. .� � N O J r. C O � U 7 � N C 0 U � � > J M � � � O'^ W r . s . � Y � � � 0 M � � CO � O N � N � m � a a� y .; N � CI rn .y N � T n 0 c m U a a� c a E 0 U C � °' a 'v� .� a� � � � �. 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Subi � 1�/{-jC t.c� �-� r n� L A- i/�o'�— !1% Z� �o,� �! oa.i�en� ft-Tt D � � - -- (udt�.T = # so`�' N1�x = Soolb�I- �/� .� z�� W� �� ��,� k�- . 1j� - ioz� �/? yy �/G Z/ ia �'� �P��-y ,S� = 3 , c� �s� � � s�tb �-k � .�� ...�.. ��.z 1 � � z� �Et�%xiZ"s�2 r � .f-L � �n,��,� - Project No. '�o� �-ot� Sheet Nop _ 2� Date 5'�/ By � �, www.hilti.us Company: 3peci6er: Address: , Phone I Fax: � E-Maii: Specifier's camments: Max loading Node N28 combo 7 1 Input data Anchor type and diameter: Effective embedment depih: Material: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.� & Loading [kip, ft.kip] Page; Project: Sub-Project I Pos. No.: Date: 2 Profis Anchor 2.6.4 1 BECU Tukwila 5110l2016 Hex Head ASTM �'1554 GR. 361 1l8 �� h�� = 4.724 in. AST�A F 1554 Design method AC! 318-11 / CIP without clamping (anchor); rest�aint level (anchor plate}: 2.00; eb = 1.000 in,; t= 0.750 in. Hilti Grout: CB-G EG, epo�r, f�,�� = 94939 psi lX x ly x t= 14.000 in. x 14.000 in. x 0.?'S0 in.; (Recommended plate 4hickness: not calculated Square HSS (AISC); (L x W x T) = 6.000 in. x 6.000 in. x 0.500 in. cracked concrete, 3000, f� = 3000 psi; h= 18.000 in. tension: condition A, shear: condition A; anchor reinforcement: tension, shear edge reinforcement: none or < No. 4 bar Tension load: yes (D.3.3.4.3 (d)} Shear load: yes (0.3.3.5.3 (c)) z; Input data and resutts must be chedced foragreement with the existing conditions and for pfauslbilHyl PROFIS Mchor ( c) 2D03-2009 Hilli AG, FL-9494 Schaan M1U is a registered Trademark of Hil6 AG, Schaan ,,� � r wuvw.hllti.us Company: Specifter. Address: Phone I Fax: � E-Maii: Page: Praject: Sub-Project 1 Pos. No,; Date: 3.2 PuHout SMength NpN = yr�,� Np ACI 318-11 Eq. (d-13) Np = 8 Ab,y t�� ACI 318-i 1 Eq. {D-14) � N� z N,,, ACI 318-11 Table D.4.1.1 Variables We�a _ Abru [if1.�] ).a fc �PS�� i.00Q 1.47 1.0 0 3 0 Catculations Np [kipJ 35.328 � Results N kip] �rwne��uro � Nan Ik�P� N�a �P� 35.328 0.�7 � �.750 1.000 18.5d7 11.529 Input data and resultx must be checkad fa agrcement with the exbW�g condiliwss and ta plausibiliry! PROFIS Ancf�or ( c) 2003-ZOOS Hitti AG, F�-8494 Schaan Hall k a ropistared Tradetriark W HIMI AG. Sd»an � �3 Profis Anchar 2.6.4 3 BECU Tukwila 5/10/2016 t � .�, ��i .Z�4 www.hllti.us Profis Anchor 2.6.4 Company: Page; 5 ' "Specifier. ProJeci: BECU Tukwita Address: Sub-Project I Pos. No.: Phone ( Fax: � Date: 5/10/2016 E-Mail: 4.3 Pryout Strength r( ANe% V`°° �P `\pw�o/ waFN 1�ad,w W�,N W�a�N Nb� ,� V�� � V,,, AN� see AC! 318-11, Part D.5.2.1, Fig. RD.5.2.1(b) A� = 9 h� 1 y��,N ,� + 2 e� 5 t.0 3 h,t Wed,ro = 0.7 + 0.3 � �'.m�n � 51.0 1.5h,� W�.N = MAX{ CBe�� 1 C�et� 5 9.0 Nb = � he � h� ACI 318-11 Eq. {D-41) ACI 318-11 7able p.4.1.i ACi 31$-11 Eq. (D-5) ACI 318-11 Eq. (D-8) ACI 318-11 Eq. (D-'IO) ACI 318-11 Eq. (Q-12) ACl 318-11 Eq. (D-8) VaHables k h.i [in.] e��,N Iin.] e�,N Cn•] �.mh [in.j 2 4.724 2.99 0,154 12.000 ___. v►�,N �.� fn•1 � t. �� t�g7 �.aoa - sa �.000 s000 Calculatians �c I�� 2l Ar,co M•�1 �� N «s �a N n Nb Ik�PI 3.00 200.88 0.703 0.979 1.000 1.000 13.4 Results �ec� I�pl �w�«. �a�.m� 16randudlb Q� V� I�p1 v�. Ik�P3 49.694 0.700 1.000 1.00 34.78 6.007 5 Combineci #ension and shear loads . (3N R� � Udiization aN,v [%j Status 6.822 0.474 � 75 OK ��„-s�+p�<-, Input deta and reaulla must be chedced ior agroement with the existing condiUona and for plauaibipty! PROFI$ Anohor ( c) 2003-2009 HdG AG, FL-9494 Schaan HilB is s rpis6ersd 7radamark ot Hlld AG, Sehaan MJ i■■11`T� . www.h�ltt.us Profis Anchor 2.6.4 Company: Page: 7 'Specifier: ProJecf: 6ECU Tukwila Address: Sub-Project i Pos. No.: Phone 1 Fax: J Date: 5/10/201fi E-Mail: lnstallaiion data Anchor plate, steel: - Proflle: Square HSS (AISC); 6.000 x 6.000 x Q.500 in. Hole diamet�r in the flxfure: d� = 1.188 in. Plate thickness (Input): 0.750 in. Recommended plafe thickness: not calculated D�Iling mett�od: Hammer drUled Cieaning: No deaning of the drilled hole is required Anchor type and diameter: Hex Nead ASTM P 1554 GR. 361 1/8 Installation tarque: - Hols diameter in the base material: - in. Hole deplh in the base material: A.724 in. Minimum thickness of the base msterial: 5.974 in. Coordinates Anchor in. Anchor x y c_x c,,, c. c 1 -4.500 -4.600 92.000 21.000 12.0 0 21.000 2 4.500 -4.500 21.Q00 12.000 12.000 2'1.Q00 3 -4.500 4.500 12.000 21.000 2t.000 12.000 4 4.500 4.500 21.000 12.000 21.000 12.000 Input data and rewlts musl be d�edeed (or agreement wllh the axistlng candidone and [a plausi�INyt PROFIS Anehor ( c j 2�3-2009 HBti AG, P1-9494 Sthaan Hilti Is a regislxad Trademark ot HiNi AG, Schaan �L- FOUNDATION DESIGN , �- , �D�I en�in��as Project „c �i�C V � �G '�iC'�2'/L � 02 Subject �Qo'�r�l� 1���( �'��r-1 Project No. Sheet No. B_ 1 t �ct ..��� �' Date �/2����� By,7� j j f �+�! 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[vo:r-mrsa+ca sua }�ou muo .r woa�� x C. ���,�/ �%Fj� i �DCI �n�in�ERs Wide Shallow (WS) Bar Development MATERIAL STRENGTHS Relnforcement Yield Strength Concrete Compressive Strength CROSS-SECTIONAL DIMENSIONS Beam Width Beam Height Clear Cover REBAR SPECIFfCATiONS Fleuural Rebar # (U.S.) Quantity of Flexural Bars Shear Siirrup # (U.S.) Shear Stirrup Number of Legs Shear Stirrup Spacing AEINFORCEMENT AREA CHECK Factor (3t Provided iension Reinforcement Area Minimum Tensian Reinforcement Area induced Tensile Strain Minimum Net Tensile Strairt Provided Percent Steel FLEXUAAL STRENCTH Provided Bar Spacing Minimum Bar Spacing Maximum Bar Spacing Depth to Tenslle Reinforcement Strength Reduction Factor iSTRENGiH �d Area of Shear Reinforcement m Area of Shear Reinforcement :d Stirrup Spacing m Stirrup Spacing im Stirrup Spacing h Reduction Factor te Shear Strength cement Shear Sirertgth Shear Strenath BECU TFC Exterior Tukwila, WA IA Slab-on-Grade TAK sneet oo. 5/25/2016 job no, s �\ DEMANQS `•: Y� a`��;. M„ = 1.5 ki p-ft 10d% V„ = 0.9 kips /J:�.� .� rL �s.� fy = 60,000 psi f�� = 4,000 psi bw = 12 in h = 6 in CLR= 3 in Bar#=�a ��: # of Bars = 1.00 Bar#=lo �.�� # of legs = 2 s = 10 in a� _ +4s = As,min = �_ �_ %S� ACI Ref. 6.85 .................................. 10.2.7.3 0.20 ��2 0.11 .................................. 10.5.1 a.o2i O.DU4 .................................. 10.3.5 0.61 % s = #D[V/0! fn Smm = 1.50 in ................................ 7.6 s� = 7.50 in ................................10.6.4 d = 2.75 in � = 0.90 .................................. 9.32 �� = 2.3 k�p-ft ...........................10.2 A„ _ Av. m[n = s= Sm;n = Smax = �_ Vo = VS = �v_ _ 0.00 ��Z 2 NA in ...............................11.5.5 1d.00 in 1.00 in ................................7.fi 7.38 in ................................11.4.5 0.75 .................................. 9.32.3 4.17 .................................. 1 t.3.1.1 0.00 kips .............................11.5.fi.2 3.i3 [cips ............................ f1.i.t CHEC � � � OK UK WS OK WS OK B-2 , � J �DCI En�inEERs Wide Shallow (WS) Bar Development MATERIAL STRENGTHS Reinforcement Yisld Strength Concrete Compressive Strength CAOSS-SECTIONAL D[MENSIONS Beam Width Beam Height Clear Cover R SPECIFICATIONS al Rebar # (U.S.) ty of Fiexural Sars Stirrup # (U.S.) Stirrup Number of Legs Stirrup Spacing REIIJFOHC�NlENT AREA CHECK FaCtor (i� Provided Tension Reiniorcement Area Minimum Tension Reinforcement Area Induced Tensile Strain Minimum Net Tensile Strain Provided Percent Steel FLEXURAL Si'REiJGTFf Provided Bar Spacing Minimum Bar Spacfng Maximum Bar Spacing Depth to Tensife Reinforcement StrenAth Reduciion �actor HEAR STRENGTH !ovided Area of Shear Reinforcement infmum Area of Shear Reinforcement �ovided Stirrup Spacing inimum Stirrup Spacing aximum Stirrup Spacing rength Aeduction Factor �ncrete Shear Strength :inforcement Shear Strength :sign Shear Strenpth shcet no. s pb no. Grade Beam 'G 47" 6 OEMANDS � No K:�� M„ = 2i.7 kip-ft 100% V = 7.2 kips fy = 60,Q00 psi f,� = 4,000 psi b„,= 18 in h = 12 in CLR= 3 in � ... .. .. ._..- l--.: . Bar # = 5 �;!�; # oE Bars = 3.00 Bar # = a ;�: R�r # of legs = 2 s = 12 in u Q = �2- `J�` • � • � � Y C � u � , � �. bw �. a �f ACI Ref. pi = 0.85 .................................. 1Q.2.7.3 � = 0.93 ��2 As�min = 0.49 .................................. 10.5.1 & = 0.020 �= 0.004 .................................. 10.3.5 %s= 0.63 % s = 5.19 in Smin = 1.63 in ................................ 7.fi Smax = 6.25 i� ................................10.6.�L • d = 8.19 in � = 0.90 .................................. 9.3.2 �� = 32.4 k�P-ft ...........................10.2 A„ = 0.40 ��z Av� min = 0.17 I I12 ...............................11.5.5 s = 12.00 in Smtn = 1.50 In ................................ 7.6 Smaz = 4.09 in ................................11.4.5 � = 0.75 .................................. 9.3.2.3 uc= 78.64 .................................. 11.3.1.1 Vs= 18.38 kips .............................17.5.6.2 �Vn = 26.26 kips ............................ 11.1.5 CHECK OK OK QK OK Not OK �% 1lJl at�1 �7OS�r'S ��Z -��� � -�'('� '� t � S OK B-3 �� D�� �tlG1nEER5 Wide Shallow (WS) Bar Development MATERIA� STRENGTHS Reinforcement Yeld Strength Concrete Compressive Strength CROSS-SECTlONA! DIMENSIQNS Beam Width Beam Height Clear Cover REBAR SPECIFICATIONS Flexurat Rebar # (U.S.) Quantity of Flexural Bars Shear Stirrup # (U.S.) Shear Siirrup Number of Legs 5hear StiRup Spacing REINFORCEMENT AREA CHECK Factor p� Provlded Tension Reinforcement Area Minimum Net Tensfle Strain Provided Percent Steel FLEXURAL STRENIGTH Provlded Bar Spacing Minimum Bar Spaoing Maximum Bar Spacing Depth to Tensile Reinforcement StrenQth Reduc6on Factor SHEAR STRENGTH Provided Area oi Shear Reinforcement Minlmum Area of Shear Reinforcement Provided Stirrup Spacing Minimum Stirrup Spacing Maximum Stlrrup Spacing Strengih Reduction Facior Concreie Shear Strength Reinforcement Shear Strength besiun Shear Strenath BECU TFC Exterior Center Grade TAK sheet no. '5/20i 6 jon no. ry„ QEMANDS No ��^: {' Z M„ = 52.9 kip-ft 100% V„ = 10.4 kips ,C, = �2- —�� iy= 60,000 psi f•� = 4,000 psi -�-- —�- bW = h= CLR= • y A s .. ' � 3fi in 92 in -� � r y 3in � ' , r � L � 8ar # = s i;•� # of Bars = 6.00 Bar # = a ;'�; ri of legs = 2 s = 12 in ACI Ref. R� = 0.85 .................................. 'E02.7.3 AS = i.86 in2 e� = 0.004 .................................. 10.3.5 %S= Q.63 % s= Smin ^ Smex = d= �_ mM., _ 5.68 in i.63 in ................................ 7.6 6.25 in ................................ 10.fi.4 8.19 in 0.90 .................................. 9.32 64.7 k�P-ft ........................... 10.2 A„ = 0.40 ��Z . 2 Av� m�n = NA I� ............................... 11.5.5 s = 12.00 in Smin = 1.50 if1 ................................ 7.6 Smax = 4.09 i� ................................ 11.4.5 � = d.75 .................................. 9.32.3 V�= 37.28 .................................. 17.3.1.1 VS = i 6.38 kips ............................. 11.5.6.2 �V„ = 40.24 kips ............................ i 1.1.1 CHECK OK C�7� [ NA Not OK ¢� � i� !✓c�' � �G� �i � B-4 ti ,� : � = �� en�ine�Rs Project Subject Q�. 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J » 5►.�►- �� l t � i��e 1-�C2 ; C�� s) �= � S�-� . v�o�.t► - ���' I� f < l/�b _�� ol�Sf � � I 1�t5 � t�U �? t-e �- !�l l �e S��r�� �l. �. � � e, £:� �= �' s���- w�c � t-f �� � �_ v L� _ 2�-k; i>s • �� I�sL� 1-i t��� Z,,�J� Cr��a �;-t � _ 3.1 I� � P s Sheet No. C - 3 Date By �G c� (c � � � ■■■�■ E11GIf1EER5 E 0 v vi �i c .� � � � Seattle Po�tland Spokane San Diego Austir� August 15, 2016 Irvine Eugene San Francisco City of Tukwila Attn: Brenda Holt 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Re: BECU - 12770 Gateway DR Development Permit Application Number D16-0714 Dear Ms. Holt: �{ 1'a. f1 p*� I,Q k-.-� S.d �G ���f �� I�t��y����Ll�, ��� � � � �'� � � ��C���'ll" C�I�TE� Thank you for your review of the civil plans dated 07/21/2016. Below please find your itemized comments together with our response in italics. PW Department: Joanna Spencer 1. Sewer lift station shall have a gas tight lid. Please provide a note/callout on your plans. The lift station lid is now called out as gas tight on sheet C-401. 2. Sewer pipe shall be gasketed only; glue joint PVC pipe is not allowed. Provide a not on plans. A note has been added to plan sheet C-401 under the sanitary pump chamber notes. 3. Sheet C-401 � � ��,��'�� , a a. Lift Station Detail - IabeUclarify pipe size 1", 1-1/4" or 1-1/2" L�,� yy �- - The pipe labe/ has been updated to show 1-1/4"pipe size on all sheets. b. Sewer Main Connection Detail calls for 1" pipe, however sheet C-400 shows 1-1/2". The detail has been updated to show 1-1/4"pipe and is now consistent with sheet C- 400. 4. Show detail/provide callout how the new water service line will connect to the existing. It shall connect to the potable line only. Comment noted. A detailed call out has been added to sheet C-400 to describe how the new service is to be connected to the existing water line. � I �_�[� 818 Stewart Street, Suite 1000 Seattle, Washington 98101 Phone (206) 332-1900 S e r v i c e I n n o v a t i o n V a I u e ,... "`. t 5. Engineer shall sign and stamp the pump size calculation and clarify pipe size. The pump size calculation has been signed and stamped by a professional engineer. The pipe size is now consistent on all sheets. Thank you for the review of these project documents, if you have any questions or additional comments please do not hesitate to contact me directly at 206-787-8919. Sincerely, DCI Engineers Jarrett Grant E.I.T. Project Engineer City of Tukwila Allan Ekberg, Mayor Depa�tment of Community Development Jack Pace, Director August 10, 2016 NANCY HEYWOOD 1001 4TH AVE, SUITE 3600 SEATTLE, WA 98154 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D16-0174 BECU - 12770 GATEWAY DR Dear NANCY HEYWOOD, 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 enc(osed comments from the following departments: PW - C DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. 1) Sewer lift station shall have a gas tight lid. Please provide a note/callout on your plans. 2) Sewer pipe shall be gasketed only; glue joint PVC pipe is not allowed. Provide a note on 3) Sheet C-401: a) Lift Station Detail- label/clarify pipe size 1", 1-1/4" or 1-1/2" b) Sewer Main Connection Detail calis for 1" pipe, however sheet C-400 showsl-1/2". 4) Show detail/provide callout how the new water service line will connect to the existing. potable line only. 5) Engineer shal] sign and stamp the pump size calculation and clarify pipe size. markups are attached for reference. plans. It shall connect to the 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 nerson and will not be accepted throu�h the mail or bv a messeneer service. If you have a.ny questions, I can be reached at 206-431-3672. Sincerely, � Brenda Holt Permit Coordinator File No. D 16-0174 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 � Phone 206-431-3670 � Fax 206-431-3665 ���� E�'1GIr1EER5 Seattle Portland Spokane San Diego Austin Irvine San Francisco Anchorage Los Angeles July, 21 2016 City of Tukwila Attn: Rachelle Ripley 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Re: BECU —12770 Gateway DR Development Permit Application Number D16-0714 Dear Ms. Ripley: Thank you for your review of the civil plans dated 06/21/2016. Below please find your itemized comments together with our response in italics. PW Department: Joanna Spencer 1. Show sump pump connection diagram including sump pump dimensions. A sump pump detail is now included on the plan set and a standalone cut sheet has also been included with this submittal. 2. Submit sump pump calculations and cut sheet for the pump to be installed. The calculations and cut sheet for the sump pump near the cotfee kiosk have been included with this submittal. 3. Dimension the required min. 10-ft wide separation between the water and sanitary sewer pipes. The minimum 10-tt dimension is now noted on sheet C-400. 4. Submit an executed King County Non-Residential Sewer Use Certification Form. Comment noted. The non-residential sewer use certification form has been included with this submittal. RECEIVED CITY OF iUKVilILA �,�C�f�F��ECTI�tV � �'R# JUL 2 8 Z016 PERMIT CEi�TER 818 S#ewart Street, Suite 1000� Seattle, Washington 98101 Phone (206) 332-1900 S e r v i c e I n n o v a t i o n V a I u e r�~ .:c 5. Provide a cost estimate for site work associated with new kiosk construction and enter the appropriate amounts on page 1 of the attached Public Works Bulletin A2, since Public Works permit fee is based on the percentage of the site construction cost. We have provided three copies of a cost estimate for the proposed site work. The appropriate amounts from the aforementioned cost estimate have been added to the Bulletin A2 permit fee estimate, which is also included with the submiftal package. Thank you for the review of these project documents, if you have any questions or additional comments please do not hesitate to contact me directly at 206-787-8919. Sincerely, DCI Engineers Jarrett Grant E.I.T. Project Engineer # *! IN7ERIOR ARCHITEC.TS ATLANTA BOSTON CHARLOTTE CH ICAGO DALLAS DENVER July 28, 2016 BY HAND DELIVERY City of Tukwila Deptartment of Community Development Attn: Rachelle Ripley 6300 Southcenter Boulevard, Ste 100 Tukwila, Washington 98188 Re: Development Permit Application Number D16-0174 BECU — 12770 Gateway Drive Dear Ms. Ripley This letter summarizes our response to your correction letter#1 dated July 12, 0216. Department and item numbers correspond to the item numbers in your letter. Change made to the drawing sheets have been tagged with revision delta "G". BUILDING DEPARTMENT: HOUSTON e"'•''�, �'� �1 � �'�N i�� r-Q LONDON ���,�j �t�t LOS ANGELES MIAMI NEW YORK ORANGE COUNTY Wall insulation will be R-21. Slab on grade insulation will be R-10 full coverage. Foundation structural requirements due to the poor soils conditions precludes turning the insulation up to top of slab at perimeter (engineer requires monolithic pour of floor slab and grade beam foundation). Per phone conversation with Allen Johannessen it is acceptable to trade off having the insulation extend to the top surface of the slab with having full coverage horizontally below the slab. R-34.2 continuous above roof deck insulation has been added. Wall framing has been noted as 2xb intermediate framing. Door u-value has been noted as U-0.42. Window noted as U-0.27. Envelope insulation has been added to Wall Section 3/A- 10.17. Widow spec added to Detail 5/A-10.17. (Note — 2012 edition of Washington St Energy Code was in effect at the time the permit application was submitted.) PORTLAND 2. Electric resistance wall heater has been included. Sizing (wattage) of heater RALEIGH to be determined by electrical subcontractor based on performance SAN FRANCISCO specifications included in drawings (Sheet AN-10.2, Coffee Kiosk — RECEIVED Equipment Schedule, E-HT, Remarks). SEATTLEC�TY OF TUKWILA 3. Specific plumbing design inside the kiosk will be bidder-designed. Refer to SILICON VALLEY civil drawings for all plumbing supply and waste outside the kiosk. Tank- roRONro ��� 28 2016 less water heater has been deleted and replaced with a 20 gallon electric tank. (Sheet AN-10.2, Coffee Kiosk — Equipment Schedule, E-WH). WASHING�MIT CENTER FIRE DEPARTMENT: 1001 FOURTH AVENUE SUITE 3600 1. The new canopies are not physically connected to the main building. See 206.264.9 1 9598 1 5 4 detqll b�A-� O.%, and note added to Section 3/A-10.7. Canopy 'C' is 206.264.1525 FAX connected to the separate concrete garage structure at the same point that www.interiorarchitecis.com }hg eXlStlflg CC1110py qffGCil@S t0 It. IA INTERIOR ARCHITECTS GLOBAL ALLIANCE � Interior Architects, Inc, a Cali(omio corpomtion in AK, AL, AZ, CA, DE, HI, IN, K5, KY, MA, MN, MO, NE, NH, NM, OK, SC, SD, TN, TX, UT, VA, V�, WA, In Architech o Ne rk pro onal se ic corpomfion in AR, DC, GA, ID, IA, ME, MD, MS, MT, ND, NV, NY, NC, OH, OR, PA / Inferior Archiiech, P.C. dba Interior Amhitects, professional <orpomtion in RI / Interior Architech New Jersey PC, a New Jersey professional rpomtion in NJ and CT / Intedor Architecls, P.C. dba IA Interior Archilects in IL / Intenor Archifech, P.C., license #M26001062 in FL / Interior Mchitech, P.C. dba Interior Architects, a professional corpomfion in lA/ Interior Amhitects, Inc, a Colomdo corpomtion in CO, MI / IA Interior Architech Inc., 'Holder of Cedificate of Pmctice, Archifedoral Insfiwte of B�tish Columbia, Alberta Ass«iafion of Architads and Ontono F�s«iotion o( Architech" in British Columbia, Alberto, and Onmrio, Canado .. , �•►, ,, July 2z, �016 ;' �, Page 2of 2 � �1 I'� . ___ _ �I ' �, u It�fTER10R ARCt�ITECTS 2. The material used for the roof of the canopies is laminated tempered glass. The glass is noted on the canopy roof plans (sheets A-10.7, A-10.8, and A- 10.9) as E-G/1, E-G/2 and E-G/3, and described in the Finish Schedule on Sheet AN-10.2 as Glass —Tempered Laminated. The difference between the three glass types will be color. PW DEPARTMENT: See separate response letter from civil engineer, DCI Engineers. Sincerely, • �%' i",�f,� / Robert Estep Project Architect G7� Interior Ar<hiteds, Inc., o Califomia corpomtion in AK, AL, AZ, CA, DE, HI, IN, KS, KY, MP,, MN, MO, NE, NH, NM, OK, SC, SD, TN, TX, UT, VA, V�, WA, WI, N/V, WY / Interior Archifeds, P.C., a New York professional services corpomtion in AR, DC, GA, ID, IA, ME, MD, MS, MT, ND, NV, NY, NC, OH, OR, PA / Intedor Architects, P.C. dba Intenor Architech, pm(essional mrporation in RI / Interior Architects New Jersey PC, a New Jersey pmfessional corpomfion in NJ ond CT / Inferior A.ch�tacts, P.C. dba IA In�edo� A.�h�re�h �n IL / lo�edo. A�chnecrs, P.C., 6�e�se #AA26001062 �� FL / Intenor Architects, P.C. dba Inierior Architects, o pro(eszional co.pomhon �n lA / Intarior A�chirects, Inc, a Colorado corporation in CO, MI / IA In�erior Archiiech Inc, "Holder of Certiiicate of Gmctice, Architectuml Insfitute of Briiish Columbia, Alberta Association of Architects and Ontano Acsociafion o( Archifedz' in Bdtish Columbia, Nberta, and Ontario, Canoda City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director July 12, 2016 NANCY HEYWOOD 1001 4TH AVE, SUITE 3600 SEATTLE, WA 98154 RE: Correction Letter # l DEVELOPMENT Permit Application Number D16-0174 BECU - 12770 GATEWAY DR Dear NANCY HEYWOOD, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size l 1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall c�ntain 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 speci�cation 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 shal] not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. The Coffee Kiosk shows wall insulation. However I could not see the R-value. Also floor and ceiling insulation was not shown. Ceiling shall have for flat roof R-38, walls R-21 and concrete floor minimum of 24" wide R-l0 around the perimeter to meet Washington State energy code. The perimeter insulation dnay be either inside or with protection on the exterior. Show insulation for the building envelope. 2. I could not see provisions for room conditioning or heating. Interior spaces intended for human occupancy shall be provided with active or passive space-heating systems capable of maintaining a minimum indoor temperature of 68°F at a point 3 feet above the floor on the design heating day. Also plumbing fixtures shall be protected from freezing. Show method of heating the kiosk. (IBC ]204.1 WSA) 3. Show how the kiosk shall be provided with the necessary plumbing for supply and waste. Provide specifications for the floor drain as to what it drains too. In addition, specify if the if the tank less water heater is supplied by gas or electric. FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • 1. It wasn't completely clear to me whether any of the canopies are connected to the buildings. Please clarify. 2. I could not find any infarmation on the material being used for the roof of the canopies, fabric, metal, wood, etc. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1. Show sump pump connection diagram including sump pump dimensions. 6300 Southcenter Boulevard Suite #100 • Tukwila WashinQton 98188 � P/ione 206-431-3670 � Fax 206-431-3665 2. Submit sump pump calculations and cut sheet for the pump to be installed. 3. Dimension the required min.10-ft wide separation between the water and sanitary sewer pipes. 4. Submit an execu[ed King County Non-Residential Sewer Use Certification form. 5. Provide a cost estimate for site work associated with new kiosk construction and enter the appropriate amounts on page 1 of the attached Public Works Bulletin A2, since Public Works permit fee is based on the percentage of the site construction cost. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that tHREE 3 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 nerson and will not be accepted through the mail or bv a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, � E''� �/ � Rachelle Ripley Permit Technician File No. D16-0174 6300 Soutlicen.ter Boulevard Suite #100 • Tukwila WashinRton. 98188 � Phone 206-431-3670 � Fax 206-431-3665 ?ER�iIT C4�RD COPY PLAN REVIE�V/ROUTING SLIP PERMIT NUMBER:' D16-0174 PROJECT NAME: BECU SITE ADDRESS: 12770 GATEWAY DR Original Plan Submittal X Response to Correction Letter # 2 DEPARTMENTS: DATE: 08/22/16 Revision # before Permit Issued Revision # after Permit Issued Building Division � Fire Prevention � Planning Division � ,�s � o����� Public Works �, Structural � Permit Coordinator � PRELIMINARY REVIEW: DATE: O8/23/16 Not Applicable � (no approval/review required) REVIEWER'S INITIALS: Structural Review Required � DATE: APPROVALS OR CORRECTIONS: DUE DATE: O9/20/16 Approved ❑ Approved with Conditions � Corrections Required � (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied � (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: � zn sno i � PER�IT C��RD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0174 DATE: 07/28/16 PROJECT NAME: BECU SITE ADDRESS: 12770 GATEWAY DR Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: ��, g�2•I ui ing�ivision ��s �Vy ��q• �� Public Works � PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required � (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: ��t A'p d �3� I�r Fire Prevention � Structural ❑ Planning Division � Permit Coor•dinator � DATE: O8IO2�1C) Structural Review Required ❑ DATE: DUE DATE: Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Pern:it Center Use Only CORRECTION LETTER MAILED: � ( ' Derartments issued corrections: Bldg � Fire � Ping � PW � Staff Initials: 08/30/16 �znsnois PER�IT COOR� COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0174 DATE: 06/21/16 PROJECT NAME: BECU SITE ADDRESS: 12770 GATEWAY DR X Original Plan Submittal Response to Cor•rection Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: ��rv ��� ���0 �� � � �0�3°'��0 � P�� fo•2�°�•�� Buijkiing Division Fn•e Prevention Planning Division � � 5 t�ov� ����l� P ic Works � Structural � Permit Coordinator � PRELIMINARY REVIEW: DaTE: 06/23/16 Not Applicable ❑ (no approval/review requir^ed) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Structural Review Required ❑ DATE: DUE DATE: O%IZ1�iC) � Approved with Conditions ❑ Corrections Required d (corrections er�tered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoni��g Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ fire ❑ Ping ❑ PW ❑ Staff Initials: 12/IS/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: httv://www.TukwilaWA. ov REVISION SUBNIITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: OQzt �� � � h Plan Check/Permit Number: �� �- n��-i..� ❑ Response to Incomplete Letter # [� Response to Correction Letter # 2 � RECEIVED ❑ Revision # after Permit is Issued C(TY +G�f TUKWILA ❑ Revision requested by a City Building Inspector or Plans Examiner p1U� � 6 2��� ❑ Deferred Submittal # PERMIT CENTER Project Name: {�� ,� -�-u iF�W 1 LA- �'�iv� N ���� /'FN; �2 Project Address: ( 2��.� (T�-fFVvA� v DTZ� v� Contact Person: JqQ� fi-�- 3��, r Phone Number: _ ZQ��, -�� -�9 j� Summary of Revision: �ttB.E. T C"�1017 w 3 �� _ ' �Ab�p �� o�r FO� /4 CONNF -r�orv TO �EXISTIN 3�' DoM�sr�� . � ,' ���i �EV 1SF D �o��� Mo�N 5►�-£ �o ��j� 5��;- r-tio� ; � U�P D�4r _ -F a L= Ms�, i n/ ��4 L O� 5 To (Z{�},p ,� '�Lj �• • U QD,A r F_._A SE.ti3 �fZ M A/ � ln N n1 E[T► oiv D£'�.�}.) U • �aDD�.n �4 ��Z � ��,� �o� �-�-s -r��k � v� �� �i�r s�,anoN. �Um � ��#-LGv ►�I�r�ani S �, ' -u�P��F7��_�jP� S�-E 725 I %y" • S 1 Crn► LD � Sfi's� M Q F b •�Y _�fzo f�-sc.a an/�4 L �n� �4 i ti1 +E R Sheet Number(s): (; - yOD _ G-1101 "Cloud" or highlight all areas of revision including,date of r.eyision _ , Received at the City of Tukwila Permit Ce� ❑ Entered in TRAKiT on W:�Pe`mit Center\Templates�FormsVtevision Submittal Form.doc Revised: August 2015 ■ I'I ■ ■ ■ City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 , Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions wild not be accepted through the mai[, fax, etc. 07/28/2016 Response to Incomplete Letter # Plan Check/Permit Number: D16-0174 Response to Correction Letter # 1 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: BECU EXTERIOR RENOVATION Project Address: Contact Person: Summary of Revision: 12770 GATEWAY DRIVE NANCY HEYWOOD Phone Number: 206-264-9195 Added building envelope insulation and interior heating at coffee kiosk. Added information and clarified information regarding the civil design relative to the coffee kiosk (plumbing supply to, and drain/waste from, the kiosk). � Provided cost estimate for civillsite work associated with the kiosk. � REEEIVED CITY Of TUKWILA JUL 2 8 2016 .r .. �. �. _ _ 1 - � Sheet Number(s): AN-10.0, AN-10.2, A-10.7, A-10.16, A-10.17, C-001, C-100, C-200, C-201, C-300, C-400, C-401. "Cloud" or highlight all areas of revision including date of revisi c Received at the City of Tukwila Permit Center by: � Entered in TRAKiT on --� " O W:\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 � � King County Department of Natural Resources and Parks / Wastewater 7reatment Divisio� I /_ �� � %� Non-Residential � �% � Sewer Use Certification • 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 — �2?7���t- �� Dri �s� Property Street Address ��-1,�lf `�s ��I' �%�l%rt� Ciry State ZIP �✓, OwneYs Name + ,� Subdivision Nam `L�� � ��v► Lot # Subdiv. # Block # Building Name (if applicable) (�—) ���� <D ��%r Owner's Phone Number (with Area Code) (�) UCJ� '— �v � �� Property ontact Phone Number (with Area Code) Owner's Mailing Address �?��D � A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Bathtub and Shower Shower, per head Dishwasher Drinking fountain (each head) Hose bibb (interior) Clotheswasher or laundrv tub Sink, bar orlavatory Sink, Clinic flushing Sink, kitchen Sink, other (service) Sink, wash fountain, circle s� Urinal, flush valve, 1 GPF Urinal, flush valve, >1 GPF Fixture Units� No. of Fixtures � Total 1 .5 2.5 2.5 4 2 2 1 8 8 3 2 3 1.5 4 3 5 2 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or vaNe, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ Qf �� RCE 20 For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # �� I (p�v"t.J�/ � .! Party to be Billed (if different from owner) City or Sewer District � / �V 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? ❑ Yes No Was Sewer connected before 2/1/90? � Yes � No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: �/�� �d� � � Estimated Wastewater Discharge: ����� � ��� �S Gallons/da���+i� Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) _�� b, g RCE 187 C. Total Residential Customer Equivalents: (add A & B) RECEIVED CITY OF TUKWILA A �v Z� + .lUL 2 8 2016 B � _ � 3 3 RCE � IT G NTER � I 7�/ Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be 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. All future billings can be prepaid at a discounted amount. All future billings 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 206-684-1740. I certify that the information given is correct. I understand that the capaci#y 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—����� Date _?fZ7�C� Print Name of Owner/Representative� �� (�LS��4'�3 1058 (Rev. 9/07) White - Kina Countv Yellow - Local Sewer Aoencv Pink - Sewer Customer •p��� �.�. SWINERTON BUILDERS llozne TsEr<x»ol Conta�cC Safety & Health Claims & Insurance � Washington State Qepartment of �,,,,� �.abor & �ndus�ries SWINERTON BUILDERS Owner or tradesperson 260 TOWNSEND ST SAN FRANCISCO, CA 94107-1790 Principais 415-984-1248 RAFFERTY, GARY JOSEPH, PRESIDENT SCHOWALTER, LINDA GERTRUDE, VICE PRESIDENT FOELLMER, JR, FRANK, VICE PRESIDENT ADAIR, DONALD DEAN, VICE PRESIDENT FOSTER, ERIC MICHAEL, VICE PRESIDENT HOLDEN, ANDREW C, VICE PRESIDENT RE, MICHAEL, VICE PRESIDENT MANNING, DAVID R (End: 01/01/1980) GRUBB, DAVID H, CHIEF EXECUTIVE OFFICER (End: 03/04/2004) RECOB, JEFFREY D, VICE PRESIDENT (End: 08/05/2005) URRUTIA, JOSE, R, VICE PRESIDENT (End: 08/05/2005) FOELLMER, FRANK JR, VICE PRESIDENT (End: 08/05/2005) HOLDEN, ANDREW C, VICE PRESIDENT (End: 08/05/2005) ADAIR, DONALD D, VICE PRESIDENT (End: 08/05/2005) BEYER, DANIEL B, VICE PRESIDENT (End: 08/05/2005) DAY, CHRISTOPHER J, VICE PRESIDENT (End: 08/05/2005) HOOPES, JEFFREY C, VICE PRESIDENT (End: 08/05/2005) RAFERTY, GARY J, VICE PRESIDENT (End: 08/05/2005) SCHNELL, KEITH T, VICE PRESIDENT (End: 08/05/2005) FOSTER, ERIC M, VICE PRESIDENT (End: OS/05/2005) BERNICA, MICHAEL F, VICE PRESIDENT (End: 08/05/2005) OTT, KEVIN L, VICE PRESIDENT (End: 08/05/2005) Page 1 of 5 �Searc� h L&i -�-� ; '��:�'�� Fl A-L Index Ilelp M14y L&:[ Workplace Rights Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=409013296&LIC=SWINEB*992DR&SAW= 9/14/2016 SWINERTON BUILDERS ELSEA, GREGORY A, VICE PRESIDENT (End: 08/05/2005) DYSART, W J"JACK", VICE PRESIDENT (End: 08/05/2005) WHALEY, KURT D, VICE PRESIDENT (End: OS/05/2005) SCHOWALTER, LINDA GERTRUDE, VICE PRESIDENT (End: 08/05/2005) CATEL, MARK S, SECRETARY (End: 08/05/2005) SWINERTON, W A, VICE PRESIDENT (End: 08/29/1988) ELSNER, PAUL A, VICE PRESIDENT (End: 10/02/1991) SWINERTON, JAMES B, VICE PRESIDENT (End: 11/30/1997) CAPENER, JOHN T, PRESIDENT (End: 12/07/2012) HIGGINS JR, DAVID M, PRESIDENT (End: 12/07/2012) SUNDGREN, DONALD ERIC, PRESIDENT (End: 12/07/2012) ARGILLA, LUKE P, VICE PRESIDENT (End: 12/07/2012) KUFFNER, CHARLES P, VICE PRESIDENT (End: 12/07/2012) MARKS, GORDON W, VICE PRESIDENT (End: 12/07/2012) VANDERBERG, ROBERT P, VICE PRESIDENT (End: 12/07/2012) BLANKE, EDWARD E, VICE PRESIDENT (End: 12/07/2012) WILLIAM, JOHN D, VICE PRESIDENT (End: 12l07/2012) PEARSON, LINDA T, VICE PRESIDENT (End: 12/07/2012) JOHNSON, STEVEN L, VICE PRESIDENT (End: 12/07/2012) CALLIS, DAVID C, VICE PRESIDENT (End: 12/07/2012) EHARA, GEORGE S, VICE PRESIDENT (End: 12/07/2012) ATKINSON, KERRY M, VICE PRESIDENT (End: 12/07/2012) WILLIAMSON, GEORGE A, VICE PRESIDENT (End: 12/07/2012) SOTEROPULOS, GUST D, VICE PRESIDENT (End: 12/07/2012) KIMBERLY, D G, VICE PRESIDENT (End: 12/07/2012) FARRELL, JAMES E, VICE PRESIDENT (End:12/07/2012) PAYNE, MARK E, VICE PRESIDENT (End: 12/07/2012) Page 2 of 5 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=409013296&LIC=SWINEB*992DR&SAW= 9/14/2016 ABBREVIATIONS CO�ITRACT DOCUi�EI�T I�OTES �EY PLAN SITE LOCATION & AND JAN. JANITOR 1. REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR 20: EXISTING TENANTS - �., t k � E - : ,, s�A x �, £ ,� ' �'�,�,� : - L ANGLE JT. JOINT THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH COORDINATE ALL WORK WITH BUILDING OWNER SO AS NOT TO DISTURB OR CAUSE DAMAGE TO ANY �, ; .y � �, k �,���, , ^ @ AT OTHER AND WITH AS-BUILT DRAWINGS PROVIDED BY THE OWNER AND SHALL AT ONCE REPORT TO THE TENANT IN THE BUILDING. AVOID CONFLICT AND INTERFERENCE WITH NORMAL BUILDING ;t #��°_ � ;' � � v � "' ���''� � � � �- CL CENTERLINE KIT. KITCHEN ARCHITECT ERRORS, INCONSISTENCIES, OR OMISSIONS. THE CONTRACTOR SHALL TAKE FIELD OPERATIONS BY COMPLYING WITH THE BUILDING'S REGULATIONS REGARDING SCHEDULING AND U5E `� t�'S � ' � � _ � - �: �` ,4�� .� O ,t € �_ �F ,, , - ; _ .. DIA. DIAMETER LAB. LABORATORY MEASUREMENTS AND VERIFY FIELD CONDITIONS. THE CONTRACTOR SHALL SUPERVISE AND DIRECT OF ELEVATORS AND LOADING DOCKS FOR DELIVERIES, HANDLING OF MATERIALS, EQUIPMENT, AND �---- (� ' j+�� � i; �512""'"'�� �� '�� �':.,:s �za4+n':, ""; .,.,,,.. s7zan,�� _` „' �;. �`���� �°�, � � 5 ta � y ', x�:; ; ;a�� {�ask, - PERP. PERPENDICULAR LAM. LAMINATE THE WORK. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR AND HAS CONTROL OVER CONSTRUCTION DEBRIS. „`ti� �uy� ;--� �o� �, �� �:as ,,'i ` : ;;5,25,,,n s,z3,fi��,.� �,�S�h r� '__ w ,A, t.�. � � �� �� -:: FI3utiE , ?: I . . . ._ _ . `�,. `„K�� 'f''O C CHANNEL LAV. LAVATORY MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, AND FOR COORDINATING ALL �� ��`1�� � -� � ���^:¢ F , �� � , : � . ._ : � � ,�„ � 'l � , � � r e 4. � Q fi - \ � , �c . �r,, ,� , :. ,. - _ I ', ' . ` �, � �, . ...: , � '; �� ,� # POUND OR NUMBER LKR. LOCKER PORTIONS OF THE WORK. 21. COORDINATION �. � `�,`�` y�.-�" -\� ��, �� - � ___._._ -t��'e�„p� . ' \ �� �° `� ;�^-` sn t' ? i'� -�z ` ; "' � , ' .°; Ly� .. -. '�, f � �' ��x;;� � LT. LIGHT V E R I F Y I N T H E F I E L D T H A T N O C O N F L I C T S E X I S T W H I C H W O U L D P R O H I B I T T H E L O C A T I O N O F A N Y A N D ,�� ,-' � ,__ A��B .���� ��, . � �'' ,� �: =.1 E STING �_. � �,o A�� � : r.:s� . . .:. �am����,,x����e,R :<. „r«,,,3�� .k..;: �R . �. , • t __ 4� 't _�. � , , � . ��: � �t.. �. n Q � ;,� .; , _ ' r "'__ , h ,". . ..- . � ' ... � 2 NTENT OF CONTRACT DOCUMENTS ALL MECHANICAL TELEPHONE ELECTRICAL LIGHTING PLUMBING AND SPRINKLER EQUIPMENT TO �"�° '� �''' � � �.., """f�Ex,EMrn�N � . t::� ' . i ` ' ,� -.-_ :.. .,�'.��+;.: . _.:. . , ,. : � . _ . .. .. ACT ACOUSTICAL CEILING TILE . I , , , , , ( , C,"��'��' 6-STO Y � �_; } : . , -' - �s;� .�.�� : _ ,,,3� ��,' R + . ..�_ :, .- . .d. ..• ��„Te�h�M.3��tui�Me. �''�'�. � ........,. , Y.. . . . . ,- . . .... .. .. ,. _':, � � � . TJ� .. __._._ -- _ --�---r-- \ . ';�� . .. < , ,, . , :, . s ,..;: _ � .: ti. .� - �' � / .! • _ �:.5 . _-:< > . I ��. _ � ' 0 CO C OCU S S 0 0 0 CE OF THE WORK. INCLUDE ALL REQUIRED PIPING DUCTWORK AND CONDUIT AND THAT ALL REQUIRED CLEARANCES � ,�^ : �e�����Ga��,- �.,:, ;��;, h ;�_� � A.D. AREA DRAIN MAX. MAXIMUM THE INTENT F THE NTRA T D MENT I T ALLOW F R THE PERF RMAN �� �! !i a,o U �-�. •_�� �e�. �..� z„�� Y�� •� , , / B ILDING � - , `, ; , ,- ., ,. X . i � .. \ ;�':s ,k :£ ,. ;� ; �!. .._.., / .:_ ♦ � y;::..� �'.�a,,. .. :�� �;_'.� . ' �� �� � ; . . � � � F .:;..,x .; .... .. ,,-,�;. h�'' ..�,..:....• �::,....�. . . '2` ' .:.,:. - :�; �� ' . . C � � U � � � \ � �♦ \ , „t i11. , : g s , _ g. , v . ! \ a.. ., Y� x';<.� ., . ,..;-. . ADJ. ADJUSTABLE M.C. MEDICINE CABINET EVERY ITEM NECESSARILY REQUIRED MAY NOT BE SPECIFICALLY MENTIONED OR SHOWN. UNLESS FOR INSTALLATION AND MAINTENAN E F AB VE EQ IPMENT ARE PR VIDED. ,� ,. ._./� .. , , :, :, ,, . uW ,,,� .. :-t _ ,�,.,,. ,, ,� � � C C C EXP ESSLY STATED ALL SYSTEMS AND EQUIPMENT SHALL BE COMPLETED AND APPROPRIATELY FH _ f��i, d10 -�,--, �,.\\ � � `` �; n�' ,r � e��j 5� ;`����� � _ � �� £ , �� . =. ,i�/ � \ �; ` �? . 4 ; .; ;S u _ �� ' i s � �` rodJ� o�,k '''` B (z9tpgt.' .., .' � � , A.F.F. A80VE FINISH FLOOR ME H. ME HANI AL R �. AGGR. AGGREGATE MEMB. MEMBRANE OPERABLE. FURNISH AND INSTALL ALL SPECIFIED AND APPROPRIATE ITEMS, AND ALL INCIDENTAL, 22. PROTECTION OF EXISTING WORK ����i, lTj� \'�\� �� �, �� 4; ;� ��,�,��� �� �'� �;�i��r k L y �� �� 0 0 ALL E ST NG F N SHES N LL SPACES W TH N OR ADJACENT TO THE SCOPE `� �`�?� EXISTING �.� � t,� v, R£ �� �` ��,�� �, �, ,� s� �� � AL. ALUMINUM MTL. METAL ACCESSORY, AND OTHER ITEMS NOT SPECIFIEp BUT REQUIRED FOR A COMPLETE AND FINISHED PROVIDE PR TECTION T XI I I I I A I I \� <. '� y \ ,„, , : - r,� F' �� �_� _�'� ��,� �..7 `� `� $ � ?� PARKING GARAGE ���:., ��P.... , ,, r ` � �,,t,�.: °� ;� � -x; APPROX. APPROXIMATE MFR. MANUFACTURER ASSEMBLY. OF WORK AND THE TENANTS SPACE. THE CONTRACTOR SHALL PATCH, REFINISH, AND REPAIR ANY ����., ��j,� �,� .���,� �,, �. . x , ��� , �, � �� .J f8�. s, � � ��:� � � �J ARCH. ARCHITECTURAL MH. MANHOLE DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS. MATCH EXISTING ADJACENT FINISH, OR AS �, ���a ��\ � ��#� ':�P � x'`'aP ���. �" � -_� ,' C 0 NOTED HEREIN. '� . � � :� , . , d '�n� � r �> ( � ('`� . \ = � s izaa� s� `�,,� , s °� �'m„Po '�s � f "'�'� , ASB. ASBESTOS MIN. MINIMUM 3. DEFE TIVE W RK ��. ).; `� \\ 1'�- `'`c , - '' S� ASPH. ASPHALT MIR. MIRROR NON-COMPLIANT DEFECTIVE WORKMANSHIP OR QUALITY WILL BE REJECTED DESPITE THE ARCHITECTS � �\� n ` �`� ' d` ' y � J' �' �. ���1 \U-�\ � , �`•. r ; �'; S ; �;�•' P„a ; , � � � MISC. MISCELLANEOUS FAILURE TO DISCOVER OR POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE 23. EXISTING DEFECTS �: �` �C,, \\ ���'\�\J ; l � c� `�� � Y/rsh i i or ' , &��} ;� � ��', *, , \ ��. � �� \y�� � �. - ai�a..m�" ✓ ' - rnrr,.��ne.,, a: . \ ,� t t - �x ��� } `, ,v �*; BD. BOARD M.O. MASONRY OPENING WORK REVEALED WITHIN THE TIME REQUIRED BY GUARANTEES SHALL BE REPLACED BY WORK CORRECT ANY DEFECTS FOUND IN EXISTING BUILDING CONSTRUCTION WHICH AFFECTS THE SCOPE T ''�.. .... �� ''� �` _1� � '"\\`C\\ � ��� �` ..�� Q �' � �. : ` �h`� � - �\ \ ; _ ,-- FH - ,�`. .... l� . .'��`� �.*f � �� . � � � � 1 -' _ :' � �,. - _ ..,'Yr��!`. a'r ' :`s . . U B UM NOUS MTD. MOUNTED CONFORMING TO THE INTENT OF THE CONTRACT. NO PAYMENT EITHER PARTIAL OR FINAL, SHALL BE OF WORK. THIS INCLUDES BUT IS NOT LIMITED TO UNEVEN SURFACES AND FINISHES AT GYPSUM ,� \ -_ �:_. � :�.: �. . �:�. _,. �� 5� � � -� . �, ,� ; �: . r ,.-' ��% _.. , _ � . � . BIT M. IT I ��1� � t �--. �., - i.;: SU C S 0 - �� '�� � .->;� _ -� --_ � �''�`�` � , - = � ��';�W ;,�q z 4 BLDG. BUILDING MUL. MULLION CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS. BOARD UL FIRE RATED ASSEMBLIES OR DAMAGED FIREPROOFING. PATCH AND REPAIR RFA E T \'�, ""� ��\ ;�. ,,� ...,-r=� - �, ,� �,� .. ': ;�., ' o; �� <� h,� �.�' � � � � � � � / � . , �\,\;� m �., - aa9 : t�a,E+' . BLK. BLOCK MATCH ADJACENT, ADJOINING SURFACES MATERIALS AND FINISHES. �� , �, � �,n .-�� � �y- --' _-- � ,� : � � � ' �< '" ''�� ����` �� g a � `�� \\ � ' ���� �� 60' ,� a _ BLKG. BLOCKING N. NEW 4. FIREPROOFING N ��,, `�� �����C�' i" � ':.� :,�yO�R�ZE�NE � "� � �' ;,' S�3s. � �� '� �°"'`� '`^ ' ''� '. �l 1-�� �. � _ : yiyi � �cF?� .I Q � f 'r a. ... � u .. , f�i � �_ ° r , �> t .: ° �.�Sx. ; - _ �f`r -:a#�4z � '^'' ' c+: � BEA N.I.C. NOT IN CONTRACT PATCH AND REPAIR ALL SPRAY FIREPROOFING DAMAGE INCURRED DURING DEMOLITION AND/OR 24. TERMINOLOGY �, �� � y�'� �/ �.-- P` � N�� $ !" �,'^r` - _ 9t 9iJd,`•7 �! �eysNn�11M { p��� F� � � BM. M , C\v�; � � .( �IN_ , yf ...;�; .. �, '��` =;: 59�,�,�k�,s� � ���. : .;�' ; s o , , , ` ` � ��� �� ' n n u n \ �', v i, ). 1�` , .. /' -: `"' \�- `. ,, X� . > c _ ; ; : ` � . _ . B.O. BOTfOM OF N0, or # NUMBER CONSTRUCTION. FIRESAFE AS REQUIRED PER APPLICABLE CODE ALL NEW PENETRATIONS AT EX'iSTING TYPICAL OR TYP. MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS, u.o.N. �, �. -�,� .:� - GP- t r�� �%" "� ` `�� �° h-� �`� " � FH /i. � R ticr�k � �,." �,l*�� : �.�a�u,ea,�• �as�`�"c� h • BOT. BOTTOM NR. NUBMBER AND NEW UL RATED ASSEMBLIES. "SIMILAR" OR "SIM." MEANS COMPARABLE CHARACTERISTICS TO THE CONDITION NOTED. VERIFY �`. '\�v r ,-- �� ..-' ` -� � .. - '" . �- r � �� w"' '��{�' � $�.�, ��"� B.R. BULLET RESISTANT NOM. NOMINAL DIMENSIONS AND ORIENTATION ON PLAN. �\'\ �y : .. "'� ;; . :� ��,�...... �,,,�� ' . '��'`�_� `.;-, , �a� ��'� � M,��' ; � �I � � I�L � � �0� B.T.B. BACK TO BACK N.T.S, NOT TO SCALE 5, AS BUILT DRAWINGS "VERIFY" OR "VER." MEANS TO ASCERTAIN AND CONFIRM APPLICATION WITH ARCHITECL �' ��' 200' �'�-`��" -` s'33�5�'' �� a" ;: ��- ;� ., ��,. `:.�"� ;,�� � K b� C ONTRA C T O R S H A L L P R E P A R E A 5- B U I L T D R A W I N G S B A S E D O N T H E A R C H I T E C T S R E C O R D D R A W I N G S , AREA OF WORK (EXTERIOR) "; ;` �� x,' ,�'_��' ����" _ fi�� 3 - ,m . J JF G �etl cpcam � „ _ '� � .,��y �� CAB. CABINET O.A. OVERALL AND DISTRIBUTE ELECTRONICALLY TO THE OWNER AT THE CONCLUSION OF THE PROJECT. 25. FURNITURE �� s. fi;; ���� � , i , j��� �= C.B. CATCHBASIN OBS. OBSCURE ''''s:�, y `�'' ����,� ; � � �'�`a � j � ���� ���� �� � ■ CEM. CEMENT O.C. ON CENTER 6. CONTRACTOR'S RESPONSIBILITY 26, FILE CABINETS � '` k ` £ `�'� {�'` :' CER. CERAMIC O.D. OUTSIDE DIAMETER (DIM.) IT IS INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB IN COMPLIANCE WITH THE DESIGN FILE CABINETS, AS SHOWN ON DRAWINGS, ARE SUPPLIED BY OTHERS. COORDINATE FILE SIZE(S) "°` ` ' '�"'' "`LL' �``� ��'`+Y '�"`� '. '�'`�,`' "" "L' `� C,I. CAST IRON OFF. OFFICE INTENT AND ANY OMISSIONS IN THESE NOTES OR IN THE OUTLINE OF WORK SHALL NOT BE WITH FURNITURE INSTALLER FOR REQUIRED CLEARANCES. N �� ' ' � Q� ��` � CL CENTER LINE OPNG. OPENING CONSTRUED AS RELIEVING THE CONTRACTOR OF SUCH RESPONSIBILITIES IMPLIED BY SCOPE OF WORK S I T E L O C A T I O N �� V CLG. CEILING OPP. OPPOSITE EXCEPT FOR ITEMS SPECIFICALLY NOTED OR DETAILED. 27. CLEANING 12770 GATEWAY DR CLO. CLOSET PROVIDE STRICT CONTROL OF JOB CLEANING AND PREVENT DUST AND DEBRIS FROM MIGRATING TUKWILA, WA 98168 CLR. CLEAR P. PAINT 7. UNENFORCEABLE WORK FROM CONSTRUCTION AREA. CMU CONCRETE MASONRY UNIT PRCST. PRECAST SHOULD ANY PORTION OF THE CONTRACT DOCUMENTS PROVE TO BE, FOR WHATEVER REASONS, S�1 V 1 BO LS P ROJ ECT I N FO R MATI O IV COL. COLUMN PL. PLATE UNENFORCEABLE, SUCH UNENFORCEABILITY SHALL NOT EXTEND TO THE REMAINDER OF THE 28. ADJACENT SPACES CONC. CONCRETE P.LAM. PLASTIC LAMINATE CONTRACT NOR SHALL IT VOID ANY OTHER PROVI510NS OF THE CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING OF ACCESS INTO ADJACENT TENANT CONSTR. CONSTRUCTION PLAS. PLASTER SPACES INCLUDING CONCEALED CONDITIONS, WITH THE BUILDING MANAGEMENT AS REQUIRED FOR PROJECT ADDRESS: 12770 GATEWAY DR. TUKWILA, WA 98168 9400 �"" CONT. CONTINUOUS PLYWD. PLYWOOD 8. LIENS PRICING AND EXECUTION OF THE WORK. REC��STEAED CORR. CORRIDOR PR. PAIR THROUGHOUT THE DURATION OF THE PROJECT, THE CONTRACTOR SHALL REFRAIN FROM ACTIONS ""� � KEY NOTE A �"��TEC1 CTSK. COUNTERSUNK PT. POINT THAT COULD LEAD TO THE FILING OF CLAIMS OF LIEN BY SUBCONTRACTORS, SUPPLIERS OF 29. EXISTING CONDITIONS PROJECT DESCRIPTION: EXTERIOR CANOPY REPLACEMENT, LANDSCAPING AND SITE FURNITURE INCLUDING DEMOLITION. NO CNTR. COUNTER P.T.D. PAPER TOWEL DISPENSER MATERIALS, LABOR, SERVICE, EQUIPMENT, OR ANY OTHER INDIVIDUAL OR COMPANY SO ENTITLED CONTRACTOR SHALL THOROUGHLY EXAMINE THE PREMISES AND SHALL BASE HIS BID ON THE MODIFICATIONS TO EXISTING BUILDING ENVELOPE. CT CERAMIC TILE P.T.D/R COMBINATION PAPER TOWEL DISPENSER UNDER GOVERNING LAWS AND REGULATIONS, UNLESS REASONABLE AND JUSTIFIABLE CAUSE CAN BE EXISTING CONDITIONS, NOTWITHSTANDING ANY INFORMATION SHOWN OR NOT INDICATED ON THE ��R . MlLLER CTR. CENTER AND RECEPTACLE SHOWN. APPROVAL FOR PAYMENT SHALL BE CONTINGENT UPON THE CONTRACTOR'S OBTAINING AND CONTRACT DOCUMENTS. WHERE FIELD CONDITIONS WARRANT, PROVIDE AND IDENTIFY LUMP SUM TYPE OF CONSTRUCTION: V-B (COFFEE KIOSK) STA ASHiNGTON FURNISHING TO THE ARCHITECT SIGNED RELEASES FROM SUCH INDIVIDUALS OR COMPANIES. ALLOWANCE FOR WORK REQUIRED BUT NOT CLEAR BASED ON THE INFORMATION AVAILABLE PRIOR TO DBL. DOUBLE Q.T. QUARRYTILE BID. A - BUILDING OCCUPANCY: GROUP B DEPT. DEPARTMENT 9. COORDINATION OF THE WORK � COLUMN GRID LINE � D.F. DRINKING FOUNTAIN R RISER OR RELOCATE THE CONTRACTOR IS RESPONSIBLE FOR REVIEW AND VERIFICATION OF CONTRACT DOCUMENTS, FIELD 30. CONTRACT DOCl1MENTS PROJECT AREA: FRONT ENTRANCE LANDSCAPE AREA -16,272 SF DET. DETAIL RAD. RADIUS CONDITIONS, AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT WORK IS BUILDABLE AS ALL CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS CALLED FOR BY ANY WILL BE AS ENTRANCE CANOPY'A' COVERED AREA - 708 SF DIA. DIAMETER R.D. ROOF DRAIN SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE BINDING AS IF CALLED FOR BY ALL. ALL WORK SHOWN OR REFERRED TO ON ANY CONTRACT REVISION CLOUD DIM. DIMENSION REF. REFERENCE OR OTHER COORDINATION ISSUES, INCLUDING CONCEALED CONDITIONS, THE CONTRACTOR SHALL DOCUMENT SHALL BE PROVIDED AS THOUGH THEY ARE ON ALL RELATED DOCUMENTS. COFFEE CANOPY'B' COVERED AREA - 536 SF DISP. DISPENSER REFR. REFRIGERATOR ' SUBMIT THEM IN WRITING TO THE ARCHITECT AND IS RESPONSIBLE FOR OBTAINING A WRITTEN DN. DOWN RGTR. REGISTER CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION, OR RELATED 31. DUPLICATION OF DOCUMENTS CONNECTING CANOPY'C' COVERED AREA - 955 SF D.O. DOOR OPENING REINF. REINFORCED WORK. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED COFFEE KI05K AREA -140 SF DR. DOOR REQ'D. REQUIRED WORK OF THE ARCHITECT/OWNER AND THE SAME MAY NOT BE DUPLICATED, USED, aR DISCLOSED DWR. DRAWER RESIL. RESILIENT 10. WORK SHALL COMPLY WITH APPLICABLE CODES WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/OWNER. Office TOTAL BUILDING AREA: 148597 SF DS. DOWNSPOUT RM. ROOM EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES, 1 �� ROOM REFERENCE D.S.P. DRY STANDPIPE R.O. ROUGH OPENING MANUFACTURER'S RECOMMENDATIONS, AND TRADE AND REFERENCED STANDARDS, INCLUDING BUT 32. DETAIL REFERENCE SEISMIC DESIGN ZONE: 'C' - DWG. DRAWINGS RWD. REDWOOD NOT LIMITED T0: IBC, NEC AND NFPA (LATEST APPLICABLE ENFORCED EDITIONS REFERENCED). REFER TO SHEET A-10.11 FOR DETAILS NOT CROSS REFERENCED FOR ALL THE CONDITIONS OF �� ^ 1 BUILDING LIFE SAFETY INFO: N.A. R.W.L. RAIN WATER LEADER PENETRATION THROUGH FIRE RATED ASSEMBLIES AND ACOUSTICAL PARTITIONS. E EXISTING 11. DIMENSIONS I 1 DETAIL OR ENLARGED _ (E) EXISTING S, SOUTH DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND 33, EXISTING PENETRATIONS ( � A-8•1 P�aN REVIEWED FOR EA. EACH S.A.F.B. SOUND ATTENUATION BLANKETS ELEVATIONS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS. WRITfEN AT UL FIRE RATED AND ACOUSTICAL LOCATIONS, MAINTAIN INTEGRITY OF EXISTING ASSEMBLY WHEN � � ADDITIONAL REQUIREMENTS. 1. ALL INTERIOR FINISHES SHALL COMPLY WITH THE REFERENCED CODE REQUIREMENTS FOR 4QE COMPI�lANCE E.J. EXPAN510N JOINT S.C. 50LID CORE SPECIFICATIONS SHALL GOVERN OVER ALL. IMPACTED BY NEW WORK. 1 SECTION REFERENCE FLAMMABILITY AND SMOKE DEVELOPED RATINGS AS WELL AS TOXICITY. , A1P������ EL. ELEVATION S,C.D SEAT COVER DISPENSER A-8.0 _ ELEC. ELECTRICAL SCHED. SCHEDULE 12. CLARIFICATIONS 34. SHOP DRAWINGS AND SUBMITTALS AUG 2 9 ZQ�� ELVTR. ELEVATOR S.D. SOAP DISPENSER CLARIFY ALL DISCREPANCIES RELATIVE TO CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND FIELD IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REVIEW ALL SUBMITTALS AND SHOP EMER. EMERGENCY SECT. SECTION CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK. DRAWINGS FOR APPROPRIATENESS AND COMPLIANCE WITH THE CONTRACT DOCUMENTS PRIOR TO 6� '-7" � DIMENSION ENCL. ENCLOSURE SH. SHELF SENDING SHOP DRAWINGS TO THE ARCHITECT OR ENGINEER FOR REVIEW. A STAMP OR STATEMENT E.P. ELECTRICAL PANEL SHR. SHOWER 13. SUBSTITUTIONS TESTIFIING THE CONTRACTOR HAS REVIEWED THE SHOP DRAWINGS, INCLUDING THE DATE REVIEWED, 2 DETAIL SECTION REFERENCE � ��� ���� EQ. EQUAL SHT. SHEET THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE MUST BE AFFIXED TO THE FIRST PAGE OF EACH SUBMITTAL. A_8 � BU�� �,�'",� ��ViSIC�N EQPT. EQUIPMENT SIM. SIMILAR TERM "OR EQUAL" IS USED, THE ARCHITECT ALONE SHALL DETERMINE EQUALITY BASED UPON E.W.C. ELECTRIC WATER COOLER S.N.D. SANITARY NAPKIN DISPENSE INFORMATION SUBMITTED BY THE CONTRACTOR, INCLUDING THE ARCHITECTS SUBSTITUTION FORM 35. DEFECTIVE WORK - AT EXISTING CONSTRUCTION TO REMAIN � EJaST. EXISTING S.N.R. SANITARY NAPKIN RECEPTACLE CLEARLY IDENTIFIED AS A"REQUEST FOR SUBSTITUTION". CONTRACTOR SHALL ALSO LIST CREDIT TO THE CORRECT ANY DEFECTS FOUND IN CONSTRUCTION RELATING TO INTERIOR FINISHES IN AREAS � DEFERRED SUBMITTALS OR 1 EXPO, EXPOSED SNT. SEALANT CLIENT FOR USE OF SUBSTITUTION. AFFECTED BY THIS SCOPE OF WORK. THIS INCLUDES BUT NOT LIMITED TO WALL BASE - CEILING GRID DIMENSION CENTERLINE SEPERATE PERMIT: MECHA ICAL P RMIT EXP. EXPANSION S.O.B. SYMBOL ON BACKGROUND AND ACOUSTICAL CEILING TILE - DOORS/FRAMES/HARDWARE - FLOORING SUBSTRATES - GENERAL VIEW NAME � ELECTRICAL P RMIT, INCLUDING SIZING OF IN-WALL HEATER. 1 15 PERMIT REVISIONS 07/27/2016 EXT. EXTERIOR SPEC. SPECIFICATION 14. DRAWING DISTRIBUTION CONTRACTOR TO INSPECT SITE CONDITIONS PRIOR TO COMPLETING BID DOCUMENTS. FIOOf PI311 I PLUMBING PERMIT, INCLUDING FINAL DESIGN AND SIZING CALCULATIONS OF GREASE SEPARATOR. SQ, SQUARE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALLTRADES j S DIMENTA ION & ROSI CONTR N 14 ISSUED FOR PERMIT 06/21/2016 F.A. FIRE ALARM S.S. STAINLESS STEEL UNDER THEIR JURISDICTION. 36. CONTRACT DOCUMENT COORDINATION � 1�8�� - 1�-��� �� DRAWING SCALE 12 ISSUED FOR PRE-PRICING 04/25/2016 F.B. FLAT BAR S.SK. SERVICE SINK THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE ALL CONTRACT DOCUMENTS WITH EACH � ALIGN F.D. FLOOR DRAIN STA. STATION 15. CHANGES IN THE WORK OTHER FOR ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND ENGINEERING DOCUMENTS. THE VIEW NUMBER � ALIGN FDN. FOUNDATION STD. STANDARD DO NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE CONTRACT CONTRACTOR TO NOTIFY ARCHITECT, IN WRITING, OF ANY DISCREPANCIES FOR APPROVAL PRIOR TO F.A. FIRE EXTINGUISHER STL. STEEL AMOUNT WITHOUT WRITfEN AUTHORIZATION FROM THE OWNER. FAILURE TO OBTAIN AUTHORIZATION START OF CONSTRUCTION IN THAT AREA RECE!lIED Delta Issue Nr. Description Date F.A.C. FIRE EXTINGUISHER CABINET STOR. STORAGE SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION. 1 SHEET NUMBER CITX OF �TU �CWILA F.H.C. FIRE HOSE CABINET STRL. STRUCTURAL 37. CONTRACT DOCUMENTS FIN. FINISH SUSP. SUSPENDED i 6. EXISTING WORK IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY CONFLICTS FL. FLOOR SYM. SYMMETRICAL ALL INSTALLED PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT SHALL OPERATE QUIETLY AND HEREIN - EITHER APPARENT OR OBVIOUS - PRIOR TO THE START OF NEW WORK ON THAT ITEM, OR 4 A-7.1 ELEVATION DATUM ��JL `z H ZO�IG FLASH. FLASHING FREE OF VIBRATION. BEAR THE RESPONSIBILITY OF CORRECTING SUCH WORK AS DIRECTED BY THE ARCHITECT. I N T E R I C� R FLUOR. fLUORESCENT T. TREAD THE WORK TO BE DONE UNDER THIS CONTRACT SHALL BE EXECUTED IN A WORKMANLIKE MANNER, F.O. FACE OF T.B. TOWEL BAR 17. PUNCH LIST TO THE SATISFACTION OF THE ARCHITECT. IF THESE DOCUMENTS OR JOB CONDITIONS MAKE IT VIEW NUMBER PERt1�IT �ENT�R F.O.C. FACE OF CONCRETE T.B.D TO BE DETERMINED UPON COMPLETION OF THE WORK BY THE CONTRACTOR, THE CONTRACTOR SHALC NOTIFY THE IMP05SIBLE T0 PRODUCE FIRST CLASS WORK OR TO WARRANTY THE WORK OR ITS PERFORMANCE, A R C H i T E� T S F.O.F. FACE OF FINISH T.C. TOP OF CURB ARCHITECT IN WRITING OF SUCH COMPLETION. THE ARCHITECT SHALL ATTEND THE PUNCH LIST WALK OR SHOULD DISCREPANCIES APPEAR AMONG THE CONTRACT DOCUMENTS, REQUEST F.O.S. FACE OF STUDS TEL. TELEPHONE THROUGH CONDUCTED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACT O R S H A L L P R E P A R E I N T E R P R E T A T I O N, C O R R E C T I O N O R C L A R I F I C A T I O N F R O M T H E A R C H I T E C T P R I O R T O B E G I N N I N G F.P.R. FIRE PROTECTION RISER TER. TERRAZZO AND DISTRIBUTE A LIST OF ITEMS TO BE FINISHED OR COMPLETED PRIOR TO THIS WALK THROUGH. THE CONSTRUCTION. IF THE CONTRACTOR FAILS TO MAKE SUCH REQUEST, WORK MUST BE PERFORMED FPRF. FIREPROOF T.&G. TONGUE AND GROOVE GENERAL CONTRACTOR SHALL TA{� N�TES AND PREPARE A LIST OF FINAL PUNCH ITEMS TO BE IN A SATISFACTORY MANNER AND NO RECIUEST FOR ADDED C05T OR EXTENSION OF TIME WILL BE S H E ET I I� D EX . -. FRT FIRE RETARDANT TREATED THK. THICK COMPLETED OR CORRECTED AS A RESULT OF THIS WALK THROUGH. THIS PUNCH LIST IS TO BE CONSIDERED. SHOULD CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, .,.�. "'� ,.., F.S, FULL SIZE T.O.0 TOP OF CONCRETE . PROMPTLY DISTRIBUTED BY THE GENERAL CONTRACTOR TO THE TENANT, OWNER AND ARCHITECT. CONTRACTOR IS DEEMED TO HAVE ESTIMATED ON THE MORE EXPENSIVE WAY OF DOING WORK FT. FOOT OR FEET T.O,P. TOP OF PAVEMENT UNLESS HE SHALL HAVE ASKED FOR AND OBTAINED WRITfEN DECISION BEFORE SUBMISSION OF BID A�: � '�� Q � CIVIL STRUCTURAL S E A T T L� F.TR. FIRE TREATED T.P.D. TOILET PAPER DISPENSER 18. MATERIALS AS TO WHICH METHOD OR MATERIALS WILL BE REQUIRED. FTG. FOOTING T.V. TELEVISION ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT, U,O.N. C-001 TITLE SHEET AND VICINITY MAP S-0.1 STRUCTURAL GENERAL NOTES FURR. FURRING T.W. TOP OF WALL MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE WSTALLED AS PER MANUFACTURER'S C O D E R E F E R E IV C E S Plan �vi�w �p���I is �ubj�t to errors �nd o�tissions. C-100 T.E.S,C PLAN S-0.2 STRUCTURAL GENERAL NOTES ��ov�l of conet�u�ti�n c�o�um�ntg does n�� ��fiF�os��� C-200 T.E.S.0 NOTES AND DETAILS S-0.3 STRUCTURAL GENERAL NOTES F&I FURNISH AND INSTALL TYP. TYPICAL RECOMMENDATIONS AND INSTRUCTIONS, u,o.N, pp C-201 SITE PLAN S-10.0 STRUCTURAL OVERALL SITE PLAN 1 OO1 4TH AVE N U E, S U ITE 3600 FUT. FUTURE UNF. UNFINISHED 19, NSUI RANCE • 2012 INTERNATIONAL BUILDING CODE (WITH STATEWIDE AMENDMENTS) 4he viol�tion of �ny �cfo�e� code or �rdin�nc�. F��4�1�'� C-300 GRADING AND DRAINAGE PLAN S-10.1 STRUCTURAL CANOPY FOUNDATION PLAN WAS H I N GTON 9H 1�J4 GA. GAUGE U,O.N. UNLESS OTHERWISE NOTED THE CONTRACTOR AND SIJBCONTRACTORS SHALL PURCHASE AND MAINTAIN CERTIFICATIONS OF S-10.2 STRUCTURAL CANOPY FRAMING PLAN SEATTLE, GALV. GALVANIZED UR. URINAL INSURANCE WITH RESPECT TO WORKERS COMPENSATION, PUBLIC LIABILITY, AND PROPERTY DAMAGE • 2014 NATIONAL ELECTRICAL CODE (NFPA 70) of approv�d �=iold Co and �ndiiio�s 1 owl�;�d: SITE SURVEY s-Zo.1 STRUCTURAL DETAILS TEL 206-264-9195 FAX 206-624-1525 G.B. GRAB BAR FOR THE LIMITS AS REQUIRED BY LAW, IN ADDITION TO THE TERMS OF THE OWNER'S CONTRACT, ' S-20.2 STRUCTURAL DETAILS G.C. GENERAL CONTRACTOR V.C.T. VINYL COMPOSITION TILE WHICHEVER IS GREATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND • 2012 INTERNATIONAL MECHANICAL CODE (WITH STATEWIDE AMENDMENTS) ��� 1 OF 4 TOPOGRAPHIC AND BOUNDARY SURVEY S-20.3 STRUCTURAL DETAILS GL. GLASS/GLAZING VERT. VERTICAL SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK. 2 OF 4 TOPOGRAPHIC AND BOUNDARY SURVEY GND. GROUND VEST. VESTIBULE • 2012 UNIFORM PLUMBING CODE (WITH STATEWIDE AMENDMENTS) ����� 3 OF 4 TOPOGRAPHIC AND BOUNDARY SURVEY GR. GRADE V.I.F. VERIFY IN FIELD ������TE p��,A,��� 4 0F 4 TOPOGRAPHIC AND BOUNDARY SURVEY 1 i�ese �7ians have been revie�=,�ed by the Public GYP. GYPSUM W E E KLY STAT U S R E P O RTS 2012 IECC INTERNATIONAL ENERGY CONSERVATION CODE / WASHINGTON STATE ENER6Y CODE � 0 2o,s I N T E R I O R A R C H I T E C T S, irvc., A CALIFORNIA CORPORATION. • � � �E�UI��D FOQ• ��� ������ 1 ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL GWB. GYPSUM WALL BOARD W. W E S T �� �i OikS Depat-tment for conformance Wlth ClITTETlt AND UNPUBLISHED WORK OF THE AFiCHITECT, AND THE SAME MAY NOT H.B. HOSE BID W� WITH ��JIL.DI�Ca I�I�I '�u' � ARCHITECTURAL City Stc7IICIc�TdS. Acceptance 1S SIlUJCCr �O errars �IlU BE DUPLICATED, USED, OR DISCLOSED WITHOUTTHE WRITTEN CONSENT OF THE GC IS TO PROVIDE A WEEKLY STATUS REPORT INDICATING ESTIMATED PERCENTAGE OF • 2012 INTERNATIONAL FIRE CODE (WITH STATEWIDE AMENDMENTS) THE AFCHITECT. H.C. HOLLOW CAB W.C. WATER CLOSET COMPLETION FOR EACH TRADE INCLU5IVE OF DIGITAL PHOTOGRAPHS AS SUPPORTING INFORMATION. MflChattiC� oinissions which do not authorize violations of HDWD. HARDWOOD WD. WOOD REPORT AND IMAGES ARE TO BE SENT ELECTRONICALLY TO THE IA PROJECT CONTACT OF THE SALIENT • ALL LOCAL CODES AND STATEWIDE AMENDMENTS �E1�CtriC�i AN-10.0 PROJECT INFORMATION adoptecl standards or ordinances. The responsibility HDWE. HARDWARE W/0 WITHOUT AREAS &/OR WORK. THE NUMBER AND LOCATIONS OF PHOTOS TO BE PRE-DETERMINED BY THE IA AN-10.1 GENERAL NOTES HDWR. HARDWARE WP. WATERPROOF PROJECTCONTACT. Plumbi�t� - �� �,.�,�d�� AN-10.2 SCHEDULES t��' the adequac�� of the design rests iatially wi�h �he H.M. HOLLOW METAL WSCT. WAINSCOT ('�Gas Pipl�eq ������.k? �Q�° �'-�� a�.> ,; �,�� designer. Additions, deletions ar revisians ta thes� HORIZ. HORIZONTAL ' WT. WEIGNT p�� ����� A-10.2 DEMOLITION PLAN drawings after this date will void this acceptance HR. HOUR HAZAR DO U S MATE R IALS I� OTES P ROJ ECT D I R ECTO Rlf City of Tukw1�� ��� rh��tt��� �'=?-� �� �'��G�'� a-io.s SITE PLAN and �vill require a resubmittal oi revised drawings _. �rawn: BR Check: Checker Owner Approval: HT. HEIGHT • OWNER ACfQ�IOWLEDGES THAT INTERIOR ARCHITECTS SHALL HAVE NO RESPONSIBILITY FOR THE B�„j��.{aING DNIS1CiN ����� �,+r����l�� �,��g°��/�� '��'�� ��� .. A-10.4 ENLARGED SITE PLAN for subsequent approval. - - HGT. HEIGHT DISCOVERY, REMOVAL, PRESENCE HANDLING, DI5P05AL OF, OR EXPOSURE OF PERSONS TO CLIENT _ _ �c���;� �� ������� O� ��� A-10.5 SITE HARDSCAPE & LIGHTING PLAN HAZARDOUS SUBSTANCES, MATERIALS, AND WASTES IN ANY FORM AT THE PROJECT SITE, BECU - TUKWILA FINANCIAL CENTER ' � . A-10.6 SITE PLANTING PLAN �-�- Job No:21 BECU.0002.000 Scale: N.T.S. I.D. INSIDE DIAMETER (DIM.) INCLUDING BUT NOT LIMITED T0: ASBESTOS, ASBESTOS PRODUCTS, PCB MOLD, OR OTHER TOXIC 12770 GATEWAY DRIVE Finat acceptance is subject �a field in�pection by � A-10.7 CANOPY iAi = PLANS & SECTIONS the Public Works utilities ins ector. INSUL. INSULATION SUBSTANCES. TUKWILA, WA 98168 j�� rov�d �y� �� A-10.8 CANOPY B PLANS & SECTIONS p . _ INT. INTERIOR CLIENT REPRESENTATIVE ;�� • f D� �, A-10,9 CANOPY'C' - PLANS & SECTIONS Date By - - • THE OWNER ACKNOWLEDGES THAT IT ACCEPTS RESPONSIBILITY FOR NOTIFYING THE APPROPRIATE � E,�' ���. �., �'`� - - _�� . FEDERAL, STATE, AND LOCAL GOVERNING AGENCIES FOR ANY DEMOLITION, CONSTRUCTION, OR JOHN OLSON, SENIOR PROJECT MANAGER F-�--=-•� -•"�' - �� �,Z� IFj =� �(�(� --� � A-10.12 SITE FURNITURE - - . R E P A I R W O R K. OAC SERVICES, INC. A-10.13 SITE FURNITURE ----- - 701 DEXTER AVE NORTH, SUITE 301 - • ANY QUESTIONS THAT ARISE RELATED TO ASBESTOS SHALL BE REFERRED TO THE OWNER FOR SEATfLE, WA 98109 A-10.16 COFFEE KIOSK - RESOLUTION. INTERIOR ARCHITECTS SHALL NOT BE REQUIRED TO DO ANY WORK NOR RENDER ANY TEL 206-378-2963 A-10.17 COFFEE bOSK ��� J��� � OPINIONS RELATED TO ASBESTOS. ARCHITECT OF RECORD REVISI�NS A-10.18 MISCELLANEOUS DETAILS : • THE OWNER SHALL RETAIN AN INDEPENDENT CONSULTANT WHO IS TRAINED AND EXPERIENCED IN IA INTERIOR ARCHITECTS �o changes shatl b� made to the scope Title: I FO � ��I O �a IDENTIFICATION AND SURVEY OF EXISTING SITES PRIOR TO START OF DEMOLITION CONSTRUCTION. 1001 FOURTH AVE., SUITE 3600 � SEATTLE, WA 98154 of work without prior approval of � JEFFERY B. MILLER, A.I.A. Tuktivila Building Divis�on. � m • ALL CONTRACTORS AND SUBCONTRACTORS SHALL REPORT THE PRESENCE OF ANY MATERIAL OR CONTACT: �(}'`'[: Revisians will r�quire a new pfan submittal �Q{� ����I Q� o ASSEMBLY SUSPECTED TO CONTAIN ASBESTOS UPON DISCOVERY. THE WORK SHALL BE CARRIED NANCY HEYWOOD, PROJECT MANAGER apd n1rZ include additional plan review fees. � OUT PER THE CONSULTANTS' RECOMMENDATIONS. ROBERT ESTEP, PROJECT ARCHITECT Y � LTF�# sheet: � a n TEL 206-438-0396 DE1I�OLITION NOTES GENERAL PLAN NOTES HARDWARE �IOTES MILLWORK NOTES 1. SUMMARY 1. DIMENSIONS -- WORK NECESSARY FOR COMPLETE DEMOLITION INCLUDES FURNISHING LABOR FOR DEMOLITION, REMOVAL OF DEBRIS, PATCHING AS REQUIRED, CONTROL DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, NOTIFY ARCHITECT. PLAN DIMENSIONS BY ARCHITECT 1. LOCKSETS � DUS7, AND NECESSARY PERMITS. TAKES PRECEDENCE OVER ALL OTHER PLANS. ALL LOCKSETS SHALL HAVE LIPS OF SUFFICIENT LENGTH TO CLEAR TRIM AND PROTECT CLOTHING. 1. BLOCKING ALL BLOCKING REQUIREQ SHALL BE SCRIBED TO WALL OR CEILING, G,C. TO CHECK JOB PROGRESS AND COORDINATE WITH OTHER TRADES -� 2. HAZARDOUS MATERIALS 2, PARTITIONS 2, COORDINATION INVOLVED. G.C. IS RESPONSIBLE FOR ALL BLOCKING REQUIRED; UNDER NO CIRCUMSTANCES WILL "EXTRA" WORK BE AUTHORIZED FOR EXTRA IF ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING, THEN ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS OR LINES. ALL SCREWS OR OTHER GENERAL CONTRACTOR TO COORDINATE HARDWARE PURCHASE, SRECIFICATION, AND INSTALLATION WITH BUILDING MANAGEMENT. BLOCKING. - WAIT FOR DIRECTION FROM THE OWNER. ATTACHMENT DEVICES SHALL BE PATCHED AND NOT VISIBLE. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED AND SANDED SMOOTH. 3. KEYING 2, SHOP DRAWINGS - °"' '�;� �, "� , - OTHER MATERIALS AND WASTE IN ANY FORM AT THE PROJECT SITE MAY BE LOCATED ON THE PROJECT SITE, WHICH MAY INCLUDE, BUT NOT BE LIMITED TO - KEYING OF CYLINDER LOCKS SHALL BE COORDINATED WITH THE OWNER, FOR ESTIMATE USE GRANDMASTER KEYING CHARGE. UNDER THE G,C. SHALL SUBMIT SHOP DRAWINGS AND SAMPLES TO THE ARCHITECT FOR REVIEW. ' ACBM, PCB'S OR OTHER TOXIC SUBSTANCES. 3. DIMENSION REFERENCE POINTS OWNER'S DIRECTION, KEY TO NEW OR EXISTING SYSTEM TO BE APPROVED BY OWNER'S REPRESENTATIVE IN WRITING. FURNISH - DIMENSIONS ARE FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD, AND CENTERLINE OF STRUCTURAL CONSTRUCTION KEY SYSTEM WITH KEYS WHICH CAN BE RENDERED INOPERATIVE BY THE TURN OF THE CHANGE KEY. STAMP ALL KEYS "DO 3. FIELD CONDITIONS 3. SCHEDULE ELEMENTS, U.O.N. ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL WALL NOT DUPLICATE". FOR PROTECTION OF THE OWNER, ALL LOCKS AND CYLINDERS SHALL BE KEYED AT THE FACTORY OF THE LOCK PRIOR TO THE START OF FABRICATION, THE G.C. SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE AND SHALL BE ' SUBMIT SCHEDULE INDICATING PROPOSED SEQUENCE OF OPERATIONS FOR SELECTIVE DEMOLITION WORK TO ARCHITECT AND THEIR CONSULTANTS, AND FINISHES, U.O.N. MANUFACTURER WHERE PERMANENt RECORDS ARE MAINTAINED. RESPONSIBLE FOR SAME. � THE OWNER'S REPRESENTATIVE CITY BUILDING OFFICIALS, AND BUILDIN6 MANAGEMENT FOR REVIEW. INCLUDE COORDINATION FOR SHUT OFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES AS REQUIRED TOGETHER WITH DETAILS FOR DUST AND NOISE CONTROL. PROVIDE DETAILED SEQUENCE OF 4. CLEAR DIMENSIONS 4. HIN6ES 4. JOINERY DEMOLITION, FLOOR BY FLOOR, AND REMOVAL WORK TO ENSURE UNINTERRUPTED PROGRESS OF OWNER'S ON-SITE OPERATIONS, AND BUILDING DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN ±1/8" WITHOUT WRITTEN FURNISH TWO PAIR HINGES PER LEAF, U.O.N. FURNISH HIN6ES WITH STAINLESS STEEL PINS AND CONCEALED BEARINGS. SIZE LISTED IN WHERE MEMBERS ARE MITERED OR BUTTED, THEY SHALL BE JOINED AND SECURED IN A MANNER TO INSURE AGAINST THE JOINT OPENING. OPERATIONS. INSTRUCTION FROM ARCHITECT. HARDWARE SETS INDICATE HEIGHT. 5. FABRICATION 4. CONDITION OF STRUCTURES 5. DIMENSION TOLERANCES 5. LOCKS ALL OF THE WORK SHALL BE FABRICATED, ASSEMBLED, FINISHED, AND ERECTED IN THE BEST METHOD KNOWN TO THE CABINET TRADE. OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES TO BE DEMOLISHED. DIMENSIONS TOLERANCES SHALL NOT EXCEED LOCAL JURISDICTION CODE DEFINED CRITERIA. VERIFY FIELD DIMENSIONS EXCEEDING LOCK TO BE 38" FROM BOTTOM OF DDOR TO CENTER OF LEVER U.N.O. SURFACES SHALL BE TRUE, STRAIGHT, AND FREE FROM ALL MACHINE AND TOOLS MARKINGS, BRUISES, INDENTATIONS, CHIPS, OR ABRASIONS. TOLERANCE WITH THE ARCHITECT AND SECURE ARCHITECT'S APPROVAL. CONDITIONS EXISTING AT THE TIME OF COMMENCEMENT OF CONTRACT WILL BE MAINTAINED BY OWNER INSOFAR AS PRACTICAL. VARIATIONS WITHIN 6. INSTALLATION: 6. FIELD VERIFICATION STRUCTURE MAY OCCUR BY OWNER'S REMOVAL AND SALVAGE OPERATIONS PRIOR TO START OF SELECTIVE DEMOLITION WORK. 6. DISCREPANCIES A. INSTALL EACH HARDWARE ITEM PER MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. DO NOT INSTALL SURFACE IT SHALL BE THE G.C.'S RESPONSIBILITY TO HAVE EXAMINED THE JOB SITE IN CONJUNCTION WITH THE PROJECT DOCUMENTS SO AS TO BE NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON THE SUBSTRATE. SET UNITS LEVEL, PLUMB, AND TRUE TO LINE AND SATISFIED AS TO THE CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED, INCLUDING SUCH MATTERS AS UNLOADING FACILITIES, OR 5. PARTIAL DEMOLITION AND REMOVAL THE LAYOUT, NOTIFY THE ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO INSTALLATION. FOR BID LOCATION. AbJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. FACILITIES NEEDED PRELIMINARY TO AND DURING THE WORK, AND OTHER CONDITIONS WHICH MAY AFFECT THE WORK. STORAGE OF REMOVED ITEMS WILL BE PERMITTED AS DIRECTED BY THE OWNER. PRICING, G.C. TO PRICE HIGHER OPTION REQUIRED BY ANY DISCREPANCY NOTED IN CONTRACT DOCUMENTS. NOTIFY ARCHITECT FOR FINAL ��� ���� �� � SCOPE DECISION FOR THESE ITEMS PRIOR TO PURCHASING. B. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF 7. INSTALLATION 6. PROTECTIONS EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY. G.C. SHALL SHIM AND LEVEL COUNTERTOPS. PROVIDE PROTECTIVE BARRICADES, PROTECTIVE CANOPIES, AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNER'S PERSONNEL AND 7. ALIGNMENT F I � � I�L ����� � GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION WORK. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE, AND IN PROPER ALIGNMENT. 7. DOOR HANDLES 8. FINISH ALL DOORS WITH LOCK SETS AND LATCH SETS SHALL HAVE A LEVER HANDLE ALL MILLWORK SHALL RECEIVE FINAL FINISH AT THE SHOP OR FACTORY PRIOR TO DELIVERY. G.C. SHALL PROTECT ALL FINISHED AND INSTALLED PROVIDE PROTECTIVE MEASURES AS REQUIRED TO PROVIDE FREE AND SAFE PASSAGE OF OWNER'S PERSONNEL, TENANT, THEIR EMPLOYEES AND THEIR "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. MILLWORK FROM DAMAGE BY OTHER TRADES. DAMAGED OR DEFECTIVE MILLWORK SHALL BE REPLACED BY THE G,C. AT HIS EXPENSE. INVITEES, AND GENERAL PUBLIC TO AND FROM OCCUPIED PORTIONS OF BUILDING. 8. MOUNTING HEIGHTS ����0 ����' a-�� ��■ 8. MILLWORK HAND-ACTIVATED DOOR OPENING HARDWARE MUST BE MOUNTED BETWEEN 30 AND.44 INCHES ABOVE FINISH FLOOR. 9. SHELVING ���� PROTECT FROM DAMAGE EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND BECOMES EXPOSED DURING DEMOLITION OPERATIONS. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL / FINISH / MILLWORK CONDITIONS. NO UNBRACED LENGTH OF SHELVING AND OR COUNTER WORK SHALL EXCEED 3'-0" WITHOUT ADDITIONAL SUPPORTS AND OR BLOCKING. ALL EN 9. DOOR HARDWARE CONDITIONS SHALL BE PROPERLY BLOCKED AND OR SUPPORTED. �� � � '�A/� �� ��� PROTECT FLOORS WITH SUITABLE COVERINGS WHEN NECESSARY. 9. NOTES AND REFERENCES DOOR HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT WITHOUT REQUIRING THE ABILITY TO GRASP THE HARDWARE (LEVER OR Y Y REFER TO INDIVIDUAL SHEETS FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND SCHEDULES. PUSH TYPE IS ACCEPTABLE PER LOCAL JURISDICTION CODE DEFINED CRITERIA) 10. OVERHEAD CABINETS 7: DAMAGES ALL BLOCKING AND WOOD CLEATS FOR OVERHEAD CABINETS TO BE SCREWED AND SECURED TO FULL HEIGHT OR BRACED GEILING HEIGHT STUD PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK AT NO ADDITIONAL COST TO OWNER. 10. ELECTRICAL WORK AND WOOD GROUNDS. REFER TO POWER & SIGNAL AND REFLECTED CEILING PLANS FOR LOCATIONS OF LIGHT SWITCHES, OUTLETS, AND THE LIKE TO BE REMOVED. 8. TRAFFIC 11. WOOD ORIGINS: CONDUCT SELECTIVE DEMOLITION OPERATIONS AND DEBRIS REMOVAL IN A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, 11. GLASS WORK ALL WOOD UTILIZED ON THE JOB (SOLID LUMBER AND TIMBER PANEL PRODUCTS PLUS FINISHED WOOD) SHALL ORIGINATE FROM REGIONAL AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. ALL GLASS SHALL BE CLEAR TEMPERED GLASS, U.O.N. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS P OW E R A N D S I G�l A L P LA�I N OT ES SOURCES AND FROM CERTIFIED AND SUSTAINABLE SOURCES (SUCH AS SUSTAINABLE FORESTRY INITIATIVE, GSA, FORESTRY STEWARDSHIP 9440 �`" PRIOR TO PROJECT DELIVERY. COUNCIL, OR AMERICAN TREE FARM SYSTEMS). ECaISTERED 9. UTILITY SERVICES 1. COORDINATION OF THE WORK RC T MAINTAIN EXISTING FIRE PROTECTION SYSTEM AND UTILITIES TO REMAIN, KEEP IN SERVICE, IDENTITY, AND PROTECT A6AINST DAMAGE DURING DEMOLITION 12. DOOR DIMENSIONS 12. ADHESIVES & SEALANTS: __„� SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY OUTLET AND OTHER DEVICE LOCATIONS IN OPERATIONS. PROVIDE TEMPORARY LIGHT AND POWER AS REQUIRED. SEE DRAWINGS FOR EXISTING STANDPIPE LOCATIONS. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N. THE VOC CONTENT OF ADHESIVES AND SEALANTS USED SHALL BE LESS THAN THE CURRENT VOC CONTENT LIMITS OF THE US EPA. R�Y . ILLER RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATNCOMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH 13. MILLWORK PROCEEDING WITH WORK. S OF SHINGTQN TELEPHONE COMPANIES SERVICE OWNER OR TENANT DATA/COMMUNICATIONS REPRESENTATIVE AS REQUIRED TO PREVENT NEW CONSTRUCTION DELAYS. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY SLABS OR ABOVE 4'-0" 2. SEQUENCING REMOVE TO SOURCE ALL PIPES, VENTS, APPLIANCES, OR DRAINS NOT BEING RE-USED, HEIGHT. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC., SHALL BE INSTALLED AFTER PAINTING AND/OR 10. ENVIRONMENTAL CONTROLS 14. WHERE NOT STATED IN THE SHEET SPECIFICATIONS AND THERE IS NO PROJECT MANUAL AT A MINIMUM PROVIDE SHOP DRAWINGS FOR: APPLICATION OF WALLCOVERINGS AND CARPET SPECIFIED. USE TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS TO ISOLATE DUST AND DIRT RISING AND SCATfERING. COMPLY WITH BUILDING • MILLWORK 3. OUTLET LOCATIONS MANAGEMENT REGULATIONS AND GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. � DOORS/FRAMES/HARDWARE ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE (ARCHITECT TO VERIFY WITH ENGINEER) OF ALL OUTLETS AND TAKE • STRUCTURAL STEEL PRECEDENCE OVER ALL OTHERS, U.O.N. ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION F I N I S H P LA N N OTES 11. INSPECTION • OVERHEAD GLAZING IN COMPLIANCE WITH ALL LAWS AFPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES. PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK, INSPECT AREAS IN WHICH WORK WILL BE PERFORMED IF NECESSARY. PHOTOGRAPH EXISTING • EXTERIOR SITE FURNISHINGS CONDITIONS TO STRUCTURE SURFACES, EQUIPMENT, OR TO SURROUNDING PROPERTIES WHICH COULD BE MISCONSTRUCTED AS DAMAGE RESULTING 4. EQUIPMENT COORDINATION 1. FINISHES FROM DEMOLITION WORK. FILE WITH OWNER PRIOR TO STARTING WORK. 15. PATCH AND REPAIR COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS, AND INSTRUCTIONS. NO PAINTING OR INTERIOR FINISHING SHALL BE DONE UNDER CONDITIONS WHICH WILL JEOPARDIZE THE QUALITY OR APPEARANCE OF SUCH ALL PERIMETER CONDITIONS WHERE DEMO OCCURS SHALL BE PATCHED AND REPAIRED. ALL EXISTING WALLS DAMAGED SHALL BE WORK. ALL WORKMANSHIP WHICH IS JUDGED LESS THAN FIRST QUALITY BY THE ARCHITECT WILL BE REJECTED. 12. PREPARATION REPAIRED AS REQUIRED TO PRE-DAMAGED CONDITION AND APPEARANCE 5. OUTLET FINISHES CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY INTERIOR AND EXTERIOR SHORING, BRACING, OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT, OR REFER TO FINISH PLAN FOR OUTLET AND SWITCH COVERPLATE FINISH. VERIFY SELECTION AND CHOICE WITH THE ARCHITECT PRIOR TO 2• COLOR SELECTION COLLAPSE OF STRUCTURES TO BE DEMOLISHED AND ADJACENT FACILITIES TO REMAIN. WORK SHALL BE DONE UNDER THE SUPERVISION OF A LICENSED 16. GYPSUM WALLBOARD ASSEMBLIES: ALL COLORS ARE TO BE SELECTED BY THE ARCHITECT, U.O.N. STRUCTURAL ENGINEER PROVIDED BY THE CONTRACTOR AT THE PROJECT SITE, WHERE LOCAL GREEN BUILDING ORDINANCE DOES NOT DICTATE TO THE CONTRARY AND LEED CERTIFICATION IS NOT REQUIRED BY THE ORDERING MATERIALS. OWNER; 3. FINISH PREPARATION 6. ELECTRICAL COORDINATION - CONTRACTOR SHALL CEASE OPERATIONS AT HIS/HER DISCRETION AND NOTIFY OWNER AND BUILDING MANAGEMENT IMMEDIATELY IF SAFETY OF STRUCTURE STEEL FRAMING: MINIMUM RECYCLED CONTENT SHALL INCLUDE 50% POST-CONSUMER RECYCLED CONTENT LAMINATING ADHESIVE: ALL SURFACES SHALL BE PREPARED TO RECEIVE THE SCHEDULED FINISH PER MANUFACTURERS' RECOMMENDATIONS. ALL GYPSUM COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS. �OR - APPEARS TO BE ENDANGERED. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AS DIRECTED BY THE CONTRACTORS LICENSED STRUCTURAL ADHESIVE OR JOINT COMPOUND RECOMMENDED FOR DIRECTLY ADHERING GYPSUM PANELS TO CONTINUOUS SUBSTRATE. ADHESIVES BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH, PAINT GRADE WOODWORK SHALL BE HAND SANDED BETWEEN COATS AND � ENGINEER TO SAFELY SUPPORT THE STRUCTURE UNTIL A DETERMINATION IS MADE FOR CONTINUING THE WORK AS DIRECTED BY THE CONTRACTOR'S SHALL HAVE A VOC CONTENT OF 50 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D(EPA METHOD 24). DUSTED CLEAN. ALL HOLES, PITCH POCKETS, OR SAPPY PORTIONS SHALL BE SCRAPED AND SEALED WITH KNOT SEALER. NAIL HOLES, REVIEINE� -' LICENSED STRUCTURAL ENGINEER. GYPSUM WALLBOARD: RECYCLED CONTENT SHOULD BE A PRIORITY, LOCALLY MANUFACTURED PRODUCTS SHALL BE SOURCED WHERE 7. OUTLET LAYOUT CRACKS, OR DEfECTS SHALL BE PUTTIED AFfER FIRST COAT, WITH PUTTY MATCHING COLOR OF STAIN OR PAINT FINISH. REMOVE OIL OR C DE C�MPLIA��� POSSIBLE. UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT. ARCHITECT SHALL SITE VERIFY ALL OUTLET LOCATIONS PRIOR TO GREASE WITH MINERAL SPIRITS, - TAKE PRECAUTIONS TO SUPPORT STRUCTURE UNTIL DETERMINATION IS MADE FOR CONTINUING OPERATIONS. CONTRACTOR IS SOLELY RESPONSIBLE FOR COMMENCEMENT OF OUTLET INSTALLATION. G.C. TO PROVIDE AND INSTALL COVER PLATES FOR ALL WALL MOUNTED ELECTRICAL ��P����� OUTLETS. DEMOLITION MEANS AND METHODS. 17. PROTECTION INTERIOR GYPSUM WALLBOARD SURFACES SHALL BE WIPED WITH A DAMP CLOTH JUST PRIOR TO APPLICATION OF THE FIRST COAT, w A�� 2 9 2016 THE G.C. SHALL MAINTAIN REASONABLE PROTECTION TO SAFEGUARD HIS WORK FROM DAMAGE AND TO PROTECT BUILDING OWNER'S ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED IN SANDING PROCESS. 13. CLEAN UP PROPERTY FROM INJURY OR LOSS ARISING IN.CONNECTION WITH ALL PROJECT WORK. 8. UL RATED ASSEMBLIES AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREAS SHALL BE LEFI' IN BROOMED AND CLEAN CONDITION. ALL DEBRIS AND MISCELLANEOUS FURNISH AND INSTALL UNDERWRIT�RS LABORATORIES, INC. (UL) LABELED DEVICES THROUGHOUT. 4. WORK AREA CLEAN UP MATERIAL SHALL BE REMOVED AT THE END OF EACH WORK DAY. 18. GUARANTEE 9. MOUNTING HEIGHTS UPON COMPLETION, REMOVE ALL PAINT FROM WHERE IT HAS SPILLED, SPLASHED, OR SPLATTERED ON EXPOSED SURFACES. (',,I�j/ Of �u�'� THE G.C. SHALL GUARANTEE THAT ALL MATERIALS AND WORKMANSHIP SHALL BE OF THE QUALITY SPECIFIED AND SHOWN AND THAT ANY INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR, U.O.N. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR UILDING ���5��� 14. PATCHING DEFECT DUE TO IMPROPER WORKMANSHIP OR MATERIALS DISCOVERED AND MADE KNOWN WITHIN ONE YEAR FROM THE DATE OF TO THE CENTERLINE OF COVERPLATE INSTALLED VERTICALLY GROUNDING POLE AT BO 0 5. DELIVERY LEAD TIME TT M, U.O.N. OUTLETS MOUNTED HIGHER THAN CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY IT OR ITS SUBCONTRACTORS TO EXISTING SUBSTANTIAL COMPLETION OF THE INSTALLATION SHALL BE REPAIRED OR REPLACED WITH REASONABLE PROMPTNESS WITHOUT CONTRACTOR SHALL BE RESPONSIBLE FOR ALLOWIN6 FOR DELIVERY LEAD TIMES FOR ALL FABRICS AND OTHER CUSTOM FINISHES WITHIN CONSTRUCTION THAT IS TO REMAIN IN PLACE. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. ADDITIONAL COST. ARCHITECT WILL GIVE NOTICE OF SUCH OBSERVED DEFECTS WITH REASONABLE PROMPTNESS. 27 SHALL BE INSTALLED HORIZONIALLY, GROUNDING POLE AT LEFT, U.O.N. FOURPLEX OUTLETS TO BE INSTALLED VERTICALLY, U.O.N. THE CONSTRUCTION SCHEDULE. ALL DELIVERY TIMES MUST BE CONFIRMED, AND ANY EXCESSIVE LEAD TIME MUST BE BROUGHT TO THE 10. HORIZONTAL CLEARANCES ARCHITECT'S ATTENTION IMMEDIATELY TO ALLOW FOR RE-SPECIFICATION IF NECESSARY. 15. PIPES AND VENTS MAINTAIN A 4-INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVERPLATE, FOR WALL MOUNTED OUTLETS, 14 ISSUED FOR PERMIT 06/21/2016 REMOVE TO SOURCE ALL ANCILLARY PIPES, VENTS, APPLIANCES AND DRAINS SCHEDULED FOR DEMOLITION. WHEN ADJACENT TO A WALL, COLUNIN, OR SIMILAR ELEMENTS, U.O.N. 6. FINISHES 12 ISSUED FOR PRE-PRICING 04/25/2016 SEE FINISH PLAN, ELEVATIONS, AND DETAILS FOR CLARIFICATION OF EXTENT OF FINISH MATERIALS. 16.DEMOLITION REFLECTED CEILI��.JI P�N NOTES 11.DIMENSIONS DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED 7. JOINTS TO COMPLETE THE WORK HEREIN. IF QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, CLARIFY INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVERPLATE OR MONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE Delta Issue Nr. Description Date CENTER OF THE CLUSTER, U.O.N.; GANG COVERPLATES SHALL BE ONE-PIECE TYPE, U.O.N. STAINED AND PAINTED SURFACES SHALL BE FINISHED SUCH THAT JOINTS ARE NOT VISIBLE WHEN VIEWED FROM ANY REASONABLE THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING, 1. COORDINATION ANGLE GC TO COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, PIPING, CEILING, 12. CABINETRY 17. STAtRWAYS ETC:, NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS. SEE REFLECTED CEILING PLANS FOR FINISHED CEILIN6 HEIGHTS. VERIFY 8. CABINETRY OUTLETS INSIDE AND/OR ATTACHED TO CABINETRY SHALL BE FURNISHED AND INSTALLED TO MATCH SIMILAR CONDITIONS SUCH AS STAIRWAYS MUST REMAIN ACCESSIBLE INCLUDING A CLEAR PATH OF EGRESS AT ALL TIMES DURING DEMOLITION. IN FIELD. WALL, FLOOR, AND THE LIKE. FURNISH AND INSTALL BOX EXTENSION OR OTHER APPROPRIATE DEVICES AS REQUIRED. ADJACENT ALL OPEN CABINETRY SHALL BE PLASTIC LAMINATE ON ALL EXPOSED SURFACES, U.O.N. APPLY WHITE MELAMINE TO INTERIOR OF 18. GRAPHICS 2. FIXTURE LOCATIONS OUTLETS SHALL NOT BE GREATER THAN 6" O.C. APART, U.O.N. CABINETRY WITH DOORS AND DRAWERS, U.O.N. I N T E R I O R REMOVE EXISTING SIGNAGE/GRAPHICS AND STORE FOR RE-USE WHERE APPLICABLE LIGHT FIXTURES AND OTHER CEILING ELEMENTS SHALL BE LOCATED AS SHOWN O N REFLE CTED CEILIN G PLAN, U.O.N. 13. PANEL BOARDS 9. WOOD ORIGINS: 19. EROSION CONTROL ALL LIGHT SWITCHES SHALL BE LOCATED 48" ABOVE FINISHED FLOOR TO CENTER OF SWITCH, U.O.N. MULTIPLE SWITCHES AT ONE CIRCUIT BREAKERS SHALL BE NEAT� Y TAGGED AND NUMBERED BY G.C. TO CORRESPOND WITH CIRCUITING OUTLINED ON ENGINEERING ALL WOOD UTILIZED ON THE JOB (SOLID LUMBER AND TIMBER PANEL PRODUCTS PLUS FINISHED WOOD) SHALL ORIGINATE FROM REGIONAL DRAWINGS. SOURCES AND FROM CERTIFIED AND SUSTAINABLE SOURCES (SUCH AS SUSTAINABLE FORESTRY INITIATIVE, FORESTRY STEWARDSHIP A R C H I T E C T S C O N F O R M T O A N D F O L L O W A L L R E Q U I R E M E N T S O F AU T HORITY HAVING JURISDICTION IN ADDITION TO THESE DOCUMENTS. LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE, U.O.N. COUNCIL, OR AMERICAN T REE F A R M S Y S T E M S). 20. ADJAVENT FACILITIES AND AREAS 3. COORDINATION 14. MILLWORK THE G.C. SHALL COORDINATE ANY ELECTRICAL WORK OR LIGHTING INSTALLATION INTO CABINET WORK IF AND AS REQUIRED. 10. ADHESIVES & SEALANTS: ALL ADJACENT FACILITIES AND AREAS OUTSIDE THE WORK AREA MUST REMAIN FULLY ACCESSIBLE INCLUDING A CLEAR PATH OF TRAVEL AT ALL TIMES THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, SWITCH LOCATIONS, AND THE VOC CONTENT OF ADHESIVES AND SEALANTS USED SHALL BE LESS THAN THE CURRENT VOC CONTENT LIMITS OF THE US EPA. DURING DEMOLITION. ASSOCIATED ITEMS. REFER TO DESIGN-BUILD MEP DRAWING DOCUMENTS FOR CIRCUITING, WIRING LAYOUT, AND ADDITIONAL 15. PULL STRINGS INFORMATION. G.C. TO PROVIDE PULL STRINGS IN ALL EMPTY CONDUIT. 11. PAINTS AND COATINGS: S � A T T L� P R O V I D E P R O T E C T I V E B A R R I C A D E S, P R O T EC TI VE CANOPIES AND OTHER FORMS OF PROTECTION AS REQUIRED TO MAINTAIN SAFE AND PROTECTED ACCESS CONTRACTOR SHALL USE PAINT SPECIFIED BY ARCHITEC T AND S H A L L P R O P E R L Y P R E P A R E A L L S U R F A C E S T O R E C E I V E O N E ( 1) P R I M E C O A T TO AND FROM THE ADJACENT FACILITIES AND AREAS BY OWNER'S PERSONNEL AND THE GENERAL PUBLIC DURING ALL BUSINESS HOURS AND OTHER TIMES 4. DISCREPANCIES AND (2) FINISH COATS (MIN) OF PAINT IN COLOR SPECIFIED BY ARCHITECT. PROVIDE ADDITIONAL PREPARATION AND FINISH PAINT COATS REQUESTED BY OWNER. COORDINATE WITH OWNER TO SCHEDULE ANY PERIOD OF TIME THAT ACCESS TO ADJACENT FACILITIES AND AREAS MUST BE IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECT'S REFLECTED CEILING PLAN AND THE DESIGN-BUILD MEP PLANS, 16. DESIGN-BUILD DOCUMENTS AS REQUIRED BY PAINT MANUFACTURER. REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION. PAINT MANUFACTURE TO BE AS BLOCKED IN ORDER TO COMPLETE THE WORK OF THE PROJECT. IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITti WORK. REFER TO DESIGN BUILD DOCUME�'TS FOR ADDITIONAL NOTES AND SPECIFICATIONS. INDICATED ON THE FINISH SCHEDULE - NO SUBSTITUTIONS U.O.N. 1 OO1 4TH AVEN U E, SU ITE 3600 21. CONSTRUCTION WASTE MANAGEMENT: 5. UL RATED ASSEMBLIES 12. COMPOSITE WOOD: S EA�LE WAS H I N GTO N 9H 1'rJ4 WHERE LOCAL 6REEN BUILDING ORDINANCE DOES NOT DICTATE TO THE CONTRARY AND LEED CERTIFICATION IS NOT REQUIRED BY THE OWNER; FURNISH AND INSTALL UNDERWRITERS LABORATORIES INC. (UL) LABELED DEVICES THROUGHOUT. COMPOSITE WOOD MUST MEET ALL GOVERNING AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD. ' • REDIRECT CONSTRUCTION, DEMOLITION & PACKAGING DEBRIS TO SOURCES OTHER THAN LANDFILL TEL 2O6-2G4-91 g'rJ FAX 206-624-1525 • STRATEGIES MAY INCLUDE 6. LIGHTING FIXTURES 13. EXTRA MATERIALS: • REDIRECT PACKAGING DEBRIS BACK TO THE MANUFACTURER. INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, AND THE LIKE, TO AVOID FIXTURE FURNISH EXTRA MATERIALS DESCRIBED IN CONTRACT DOCUMENTS THAT ARE FROM THE SAME PRODUCTION RUN (BATCH MIX) AS • DONATE SALVAGEABLE MATERIALS TO A RECLAMATION SITE OR NON-PROFIT CHARITY SUCH AS HABITAT FOR HUMANITY, SOILING OR DAMAGE; FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW; LAMPS SHALL BE NEW AT PROJECT COMPLETION. MATERIALS APPLIED AND ARE PACKAGED FOR STORAGE, IDENTIFIED WITH LABELS DESCRIBING CONTENTS. STORE IN LOCATION • DESIGNATE RECYCLING AREAS DURING DEMOLITION AND CONSTRUCTION. c MAINTAINW6 AN AMBIENT TEMPERATURE OF NOT LESS THAN 45 DEGREES F. • IDENTIFY CONSTRUCTION HAULERS & RECYCLERS TO HANDLE THE DESIGNATED MATERIALS AS INTENDED. 7. WALL SWITCH LOCATIONS V P R I N KL E R N OT E S -QUANTITY: FURNISH AN ADDITIONAL (5) PERCENT OF EACH MATERIAL AND COLOR SPECIFIED. • CONTACT A REGIONAL CARPET RECLAMATION FACILITY FOR SALVAGE OF CARPETING TO BE COORDINATED WITH FURNITURE AND WALL MOUNTED EQUIPMENT LOCATIONS PRIOR TO BOX ROUGH-INS. NOTIFY ARCHITECT OF o2oys i rv T e R i o R A R C H I T E C T S, iNc., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL ANY CONFLICTS PRIOR TO INSTALLATION OF ROUGH-INS. 14. TOUCH UP nrvo urvPueusHe� woaK oF THe aRCHirec-r, AND THE SAME MAY NOT 1. LAYOUT EXAMINE ALL FINISH SURFACES AFTER COMPLETION OF WORK, INCLUDING FLOORING AND MILLWORK INSTALLATION, AND PROCEED WITH THE ARCHITECT. USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF 8. DESIGN-BUILD DOCUMENTS SEE DESIGN BUILD ENGINEERING DRAWINGS FOR LOCATION OF RISERS, MAINS, HEADS, BRANCH PIPING, ETC., AND ALL WORK REQUIRED TO "TOUCH-UP" AS REQUIRED. D O O R 1 V OT ES REFER TO DESIGN-BUILD PLANS FOR ADDITIONAL NOTES AND SPECIFICATIONS. COMPLETE THIS PROJECT. SUBMIT PLANS TO OWNER AND OBTAIN THEIR REVIEW PRIOR TO COMMENCEMENT OF ANY SPRINKLER WORK. PROVIDE ACCESS PANELS WHERE REQUIRED, COORDINATE LOCATIONS WITH ARCHITECT PRIOR TO START OF WORK. 15. FINISH APPROVAL PROVIDE ARCHITECT WITH A MINIMUM OF (3) 8" X 10" BRUSH-OUTS OF EACH COLOR AND FINISH FOR ARCHITECT'S APPROVAL AT LEAST 2 1. DOOR SCHEDULE 2. FIRE WATCH WEEKS PRIOR TO SITE APPLICATION. ON-SITE APPLICATION WILL BE REQUIRED ONE WEEK PRIOR TO FINAL APPROVAL. ARCHITECT REFER TO DOOR SCHEDULE FOR ALL DOOR/HARDWARE SPECIFICATIONS. G.C. SHALL BE RESPONSIBLE FOR TEMPORARY FIRE WATCH AND ALL PROTECTIVE MEASURES REQUIRED BY OWNER WHEN SYSTEM IS MADE RESERVES THE RIGHT TO ADJUST ANY COLOR/FINISH ONCE THE WALL TEST HAS BEEN MADE. INACTIVE TO ACCOMMODATE SPRINKLER WORK. Drawn: Author Check: Checker Owner Approval: 2. SLOPE EXTERIOR LANDING TO SLOPE UP T01/4" PER FOOT MAX. FOR SURFACE DRAINAGE AWAY FROM DOOR. 3. TESTS AND INSPECTIONS G.C. SHALL BE RESPONSIBLE FOR ALL FINAL TESTS AND INSPECTIONS OF COMPLETED WORK REQUIRED BY THE OWNER PRIOR TO OCCUPANCY 3. THRESHOLDS OF SPACE. G.C. SHALL PROPERLY TEST AND INSPECT EXISTING SPRINKLER SYSTEM PRIOR TO COMMENCEMENT OF WORK, AND SHALL NOTIFY Job No: 21 BECU.0002.000 Scale: 1/8" = 1'-0" THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. BEVEL (1:2 MAX. SLOPE BUILDING OWNER AND ARCHITECT IMMEDIATELY IF REPAIR WORK OF EXISTING SPRINKLER SYSTEM IS REQUIRED. �i��+�I`/ED WHERE THE THRESHOLD EXCEEDS 1/4" . Cl�1( OF TUKWIL 4. TEMPORARY DISCONNECT . 4. GLASS G.C. SHALL COORDINATE ARRANGEMENTS FOR TEMPORARY DISCONNECT AND RECONNECT OF FIRE SYSTEMS WITH OWNER. ALL GLASS IN DOORS SHALL BE TEMPERED SAFETY GLASS, U.O.N. ' ��i�� � � �;��t� 5. PERMITS AND APPROVALS 5. HOLLOW METAL DOORS G.C. SHALL BE RESPONSIBLE FOR OBTAINING PERMITS AND APPROVALS REQUIRED BY BUILDING INSPECTORS AND FIRE MARSHAL W 'P�RM I-C CE N TE R - HOLLOW METAL DOORS SHALL BE FINISHED WITH SEMI-GLOSS PAINT. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION. CONJUNCTION WITH CHANGES TO EXISTING SPRINKLER SYSTEM. � 6. ADHESIVES & SEALANTS: 6. LOCATIONS _ THE VOC CONTENT OF ADHESIVES AND SEALANTS USED SHALL BE LESS THAN THE CURRENT VOC CONTENT LIMITS OF THE US EPA. ALL SPRINKLER HEADS (BUILDING S�ANDARD TYPE) UNLESS NOTED OTHERWISE, SHALL BE INSTALLED IN THE CENTER OF CEILING TILES. ANY Title: ������L O� �S DEVIATION TO THIS NOTE MUST BE FEVIEWED WITH BUILDING OWNER PRIOR TO PROCEEDING WITH WORK. PROVIDE CONCEALED HEADS AT ALL u` _ ¢ GYP. BD. CEILINGS. CENTER HEADS �/ITH ADJACENT DEVICES AT GYPSUM BOARD CEILING IN PUBLIC AREAS SUCH AS LOBBIES, RECEPTIONS, m AND CONFERENCE ROOMS. THESE CEVICES INCLUDE BUT NOT LIMITED TO SPEAKERS, EXIT SIGNS, SMOKE DETECTORS, MOTION SENSORS, AND �" ' � ACCESS PANELS. �, N Sheet ■ N � � � re� � COFFEE �CIOSI� � PLAZA - FII�ISH SCHEDULE TAG # MATERIAL MANUFACTURER FINISH NAME/NUMBER COLOR NAME/NUMBER FINISH SIZE REMARKS CANOPY E-G 1 GLASS TBD TEMPERED LAMINATED TBD SEE CANOPY PLAN E-G 2 GLASS TBD TEMPERED LAMINATED TBD SEE CANOPY PLAN E-G 3 GLASS TBD TEMPERED LAMINATED TBD SEE CANOPY PLAN COATINGS E-P 1 PAINT BENJAMIN MOORE INNER BALANCE 1522 SEMI-GLOSS AT KIOSK INTERIOR E-P 2 PAINT BENJAMIN MOORE 1463 TOPEKA TAUPE FLOORING E-CON 5 CONCRETE SEALED CONCRETE INTERIOR WALL FINISH E-TL 1 CERAMIC TILE HEATH CERAMICS DUAL GLAZE 2015 DG3 PAPRIKA BLEND 6 2" X 4" LANDSCAPING E-L 1 PLANTS DARK GREEN MONDO DWARF E-L 2 PLANTS LIGHT GREEN MONDO DWARF E-L 3 PLANTS MEXICAN GRASS E-L 5 PLANTS JAPANESE MAPLE E-L 6 PLANTS RED GRASS E-L 7 PLANTS BLACK MONDO GRASS E-L 8 PLANTS RIVER ROCK METAL E-SS 1 STAINLESS STEEL 18 GAUGE; BRUSHED MILLWORK E-PL 1 PLASTIC LAMINATE WILSONART INTERNATIONAL ALUMINIUM 6277(419) ALUMASTEEL E-PL 2 PLASTIC LAMINATE PIONITE AV981 IL PALIO PAPEL, SUEDE PAVING E-CON 1 CONCRETE CAST-IN-PLACE E-CON 2 CONCRETE BRUSHED CONCRETE E-CON 3 CONCRETE EXPOSED AGGREGATE CONCRETE E-CON 4 CONCRETE STAINED CONCRETE WOOD E-WD 1 EXTERIOR WOOD SIDING MEYER WELLS HORIZONTAL T& G PLANKS BLACK LOCUST 1 X 4(3" EXPOSED) E-WD 2 EXTERIOR WOOD MEYER WELLS BENCH PLANKS BLACK LOCUST 3" X 3" (ACTUAL) COFFEE KIOSK � PLAZA - LIGHT FIXTURE SCHEDULE MARK QTY DESCRIPTION MFG'R MODEL MOUNTING TYPE REMARKS E-01 16 INDIRECT LIGHT LIGMAN ULB-40436-4W LED-W30-O6-120/277-SSG-A80291 RECESSED ON BOLLARD E-02 25 ILLUMINATING BOLLARD, LED HESS-LINEA S LN610S-LED-WW3000K-UNV-A-DG-N SINGLE 24" HEIGHT E-04 6 TESIS IN-GROUND LUMINAIRE ERCO 33538.000. LED 6W 8251m 4000K NEUTRAL WHITE, SWITCHABLE, VERSION 8, SPHEROLIT LENS, SPaT FLUSH MOUNTING DETAIL COLUMN UPLIGHTING, ACCESSORY 33299.00 E-05 28 COLUMN-MOUNT DOWNLIGHT B-K LIGHTING DENALI SERIES FLOODLIGHT,18-29W LED; DE-LED-X3I-FL-BZP-10-11-C-PM2 COLUMN FACE COLUMN DOWNLIGHT WITH POWER MODULE E-06 11 FLOODLIGHT HYDREL ASPEN LED WINSCAPE; A-3LED16-30K-120-FL-FLC-350R GROUND MOUNTED TREE UPLIGHT, ACCESSORIES PM60B, S3, C2, BRS E-07 3 UNDERBEAM LED STRIP LIGHT ILIGHT TECHNOLOGIES PLEXINEON WHITE 2X SERIES; T-24-X45-S-14-SC-00 UNDER BEAM STRIPLIGHT FOR CANOPY E-11 2 FLOODLIGHT LUMENPULSE MEDIUM; GROUND MOUNTED FLAG UPLIGHT E-12 13 LED SHORT ARM, FLAT CANOPY- INDOOR/OUTDOOR ACCULITE S401 L2-3K-FL-BZP-1 CEILING/ WALL KIOSK CEILING & SIGNAGE COFFEE �CIOSK- EQUIPI�Ei�T SCHEDULE W DESCRIPTION WIDTH DEPTH HEIGHT MANUFACTURER MODEL FURNISHED BY INSTALLED BY REMARKS E-BL BLENDER 10" 11" 1' - 8" VITAMIX 36021 GC OWNER E-DC DRIP COFFEE MAKER 1' - 4" 1'- 7" 2' - 0" BUNN (SEE COMMENTS) SEE COMMENTS OWNER OWNER REUSE EXISTING E-DW DISHWASHER 2' - 0" 2' - 2" 2' -10" HOBART (SEE COMMENTS) LXIH OWNER GC REUSE EXISTING , E-E EXHAUST FAN 1' -1" 6" 1' -1" TPI CE10-DS GC GC WALL-MOUNTED DIRECT DRIVE,1/12HP, 680 CFM, 3-SPEED,1 AMP E-EG EXPRESSO GRINGER 81/2" 1' -1" 1' -10" VENEZIA HC-600 GC GC E-EM EXPRESSO MACHINE 1' _ 1" 2' _ 0" 2' _ 71/2" UNKNOWN (SEE COMMENTS) SEE COMMENTS OWNER OWNER REUSE EXISTING E-FS1 3-COMPARTMENT SINK, STAINLESS STEEL 3' - 51/2" 1' -10" 51/2" HOUZER PGT-4322 GC GC FAUCET: KROWNE #13-810L,10" SPOUT, HEAVY-DUTY, LOW-LEAD E-FS2 HAND WASH SINK 1' - 3" 1' - 3" 6" HOUZER 1515-66S GC GC FAUCET: KROWNE #11-400L, GOOSENECK, HEAVY-DUTY, LOW-LEAD; WATER TEMP:100°F MIN. TO 120°F MAX. E-GI GREASE INTERCEPTOR 2' -1 1/2" 1' - 51/2" 1' - 31/2" BIG DIPPER IS POINT SOURCE AUTOMATIC REMOVAL W-200-IS GC GC 20 GPM FLOW RATE; STAINLESS STEEL SYSTEM E-GW UPRIGHT GLASS WASHER 3" OWNER OWNER INSIDE SINK E-HD HOT DOG HEATER 1' -1 1/2" 1' - 21/2" 2' - 0" STAR BROIL-O-DOG 174CBA OWNER OWNER � E-HT WALL HEATER 1' - 21/2" 4" 1' - 81/2" KING PIC-A-WATT, LPW SERIES 2 GC GC WALL-RECESSED, BRUSHED NICKEL FINISH, SIZED TO BE CAPABLE OF MAINTAINING A MINIMUM INDOOR , TEMPERATURE OF 68DEGREES AT A POINT 3'-0" ABOVE THE FLOOR ON THE DESIGN HEATING DAY. E-IM UNDER COUNTER ICEMAKER 2' - 21/2" 2' -31/2" 2' -11" MANITOWOC (SEE COMMENTS) �210 OWNER GC REUSE EXISTING E-MW MICROWAVE 1' - 81/2" 1' - 4" 1' - 0" SHARP R-21 LCF GC OWNER 1000W; STAINLESS STEEL E-PTD PAPER TOWEL DISPENSER 11" 4" 1' - 2" BOBRICK B-262 GC GC E-R2 REACH-IN UNDER-COUNTER REFRIGERATOR 4' - 0" 2' - 41/2" 2' - 9" UNKNOWN (SEE COMMENTS) SEE COMMENTS OWNER GC REUSE EXISTING E-SCi WIRE SHELVING 6' - 0" 1' - 2" 4' - 61/2" METRO, SUPER ERECTA (3)1472NC GC GC WITH (2) 86P BACK POSTS &(2) 54P FRONT POSTS (FRONT POSTS SIT ATOP COUNTERTOP); ANCHOR SHELF UNIT TO WALL WITH (2) 9984 WALL CLAMPS; PROVIDE (2) NtOPRENE CAPS AT FRONT POSTS E-SC2 WIRE SHELVING & SOLID STAINLESS STEEL SHELVING 6' - 0" 2' - 0" 2' -101/2" METRO, SUPER ERECTA (2) 2448NC+(2) 2424NC+(1) GC GC WITH (4) 33P POSTS; FASTEN BASE UNITS TOGETHER 2448FS+(1) 2424FS WITH (6) H9995C'S' HOOKS; PROVIDE (8) 9997C HOLE PLUGS & (6) HDFC LEVELING FEET E-TA TRASH & ASH RECEPTACLE 11 " 1' - 3" 1' - 8" GC GC , E-WH WATER HEATER 1' _ 8" 1' _ 8" 2' _ 1" RHEEM (PROFESSIONAL CLASSIC, POINT-OF-USE, PROE201 RH POU GC GC HOT WATER FOR SINKS & DISHWASHER 20 GALLON, ELECTRIC) E-WR WASTE RECEPTACLE (TRASH & RECYCLE) 1' - 01/2" 1' - 01/2" 1' -10" BOBRICK (13 GALLLON, OPEN TOP, SQUARE, B-2260 GC OWNER (1) TRASH; (1) RECYCLE STAINLESS STEEL) � � COFFEE �CIOS�C - DOOR SCHEDULE DOOR FRAME M K ROOM MFG'R MODEL WIDTH HEIGHT THICKNESS HINGES MATERIAL FINISH TYPE MATERIAL FINISH REMARKS � E-D1 COFFEE bOSK NONE 3' - 0" 7' - 0" 1 3/4" BUTT HOLLOW METAL PAINT SEE ELEVATION HOLLOW METAL PAINT DOOR LEAF: INSULATED CORE (U=0.37 OR BETTER); PROVIDE 6" X 24" CLEAR INSULATED TEMPERED GLASS VISION LITE (U=0.60) � E-D2 COFFEE 140SK WAYNE DALTON THERMOTITE, MODEL 823C 7' - 8" 3' - 5" 7�g�� NONE 22 GA. STEEL PAINT FACE-OF-WALL METAL PAINT PAINTED STEEL ROLL-DOWN COUNTER SHUTTER; 3" INSULATED SLATS (R=7.7); MANUAL OPERATION ' (CRANI�; GALV. BOTTDM BAR WITH LOCK; PAINTED GALVANIZED STEEL HOOD NOTE: FOR WINDOW SPECIFICATION, SEE DETAIL #5 ON SHEET A-10.17 � W'� ib �' `' � ��� +�� �. �.�°4' ��. � .��, RECEIVED CITI� �F TUKWILA JUL 2 8 2016 PER�IT CERITEIR �� { ; � � f '� ' � � � , � ' ,' ; , ° $ � � tTM. ; 1 �°' � �� �� � � �;� ,� t � .1 � � � �� � ��,�, �_ ' L � ` � ��� �� ! � �� � , p� � � � ��' �� °f "� i ` ' ' % ��� ., � .. � � � �� � �. ,_ .a � a g �, �� ;��, � �iE p FOR �o,�� C��p�Ep�NCE �PP'�� � A�� 2 9 2016 �i�y nf Yu v S�oN gUILD1�G �� 1 15 PERMIT REVISIONS 07/27/2016 14 ISSUED FOR PERMIT 06/21/2016 Delta Issue Nr. Description Date INTERIC�R ARCHITE�TS S� A T T L E 1001 4TH AVENUE, SUITE 3600 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-�I 525 02016 I N T E R I O R A R C H I T E C T S, INC., A CALIFORNIA CORPOR.4TION. ALL DRAWINGS AND WRITfEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE AFCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner Approval: Job No: 21 BECU.0002.000 �. .vk �r, � ' �.. � *� � ��� �, ,� � � ��. � �,� � � �� � �� �Fl w � Scale: 6 ¢ N M N � � � DEMO—SITE PLAN — WEST 1 " = 10'-0" DEMOLITION LEGEND � ►�-�-e-�-�-�-�� . /, � � � � � � ��������������� � � •••♦•♦•♦•.•••♦• SHEET f�OTES 604 KEY NOTES (E) FLAG POLE TO REMAIN P��`�� ���ti�� - �r�, r `� �v � �: �z 1 1 � � >, 1 � ; � ! '' � i �� � •�; �.�: � �EVIE�D F�R ���� ���p �� CE APp��� �u� 2 g 2016 �i�y �� `Tulcwila gU1LD1�__,_.C''.,� S14� 14 ISSUED FOR PERMIT 06/21 j2016 De�ta Issue Nr. Description Date INTERIOR ARCHITECTS S E A T T t_ E N 1001 4TH AVEN U E, SU ITE 3600 SEAl7LE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 OO 2016 I N T E R I O R A R C H I T. E C T S, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE .SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner ApprovaL• Job No: 21 BECU.0002.000 Scale: As indicated ►��-C�'IVED. CI1fY +�P= TUhCWILA �'���a � � ���� F�C�1VlIT CEfVTER TiUe: � � � � I �' V � � Sheet: ■ r N � SITE PLA�N � 1 - 30 -0 SITE SCHEDULE SITE LEGEND HARDSCAPE SOFTSCAPE i�' � 1 1 '� � SHEET Nt�TES 1. LAYOUT AND VERIFY ALL DIMENSIONS PRIOR TO START OF WORK. BfiiNG DISCREPANCIES TO THE ARCHITECT'S ATTENTION. 2. SET GRADES IN A STRAIGHT LINE BETWEEN ELEVATIONS SHOWN UNLESS OTHERWISE NOTED OR SHOWN. 3. SAWCUT EXISTING REINFORCED CONCRETE WALKWAYS AS REQUIRED FOR NEW WORK. DOWEL AND EPDXY REBAR AT FACE OF SAWCUT WHERE EXISTING WORK IS TO REMAIN. SEE STRUCTURAL DRAWINGS. ALL CONCRETE SHALL BE PORTL?�ND CEMENT CONCRETE WITH ULTIMATE 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI UNLESS NOTED OTHERWISE IN OWNER'S GEO-TECHNICAL REPORT. 4. COMPLY WITH LOCAL NOISE LEVELS DURING NORMAL BUSINESS HOURS AND OBTAIN PERMISSION FROM OWNER AND AHJ FOR AF�ERHOURS CONSTRUCTION ACTIVITY WHEN APPLICABLE. 5. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR UTILITY TRENCH EXCAVATION SHORING, BRACING OR TEMPORARY SUPPORT TO PREVENT MOVEMENT, SETfLEMENT OR COLLAPSE OF NEW AND EXISTING WORK. 6. AT THE CONCLUSION OF EACH WORK DAY, LEAVE SITE CLEAN, NEAT AND ORDERLY WITH MATERIALS AND EQUIPMENT LOCATED TO AVOID SAFETY CONCERNS. CONTRACTOR HAS SOLE RESPONSIBILITY FOR JOBSITE SAFETY. 7. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN CONCEALED OBSTRUCTIONS AND, OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING THE DESIGN PHASE OF THE WORK. 8. NO CHANGE IN PRICE OR SCHEDULE WILL BE ALLOWED FOR ACTUALOR CLAIMED DISCREPANCY BETWEEN EXISTING GRADE AND THOSE SHOWN HEREIN AFTER THE CONTRACTOR HAS ACCEPTED EXISTING GRADES AND MOVED ONTO THE SITE. 9. SEE OWNER'S GEOTECHNICAL REPORT FOR SUBGRADE AND COMPACTION CRITERIA UNDER PAVEMENT. 10. CONCRETE WALKS SHALL RECEIVE EXPANSION JOINTS AT 15"-0" O.C. MAX AND CONTROL JOINTS AT 5'-0" O.C. MAX BETWEEN EXPANSION JOINTS, UNLESS NOTED OTHERWISE. 11. ALL PARKIN6 STALL STRIPPING SHALL BE PER LOCAL JURISDICTION STANDARDS. 12. ALL DIMENSIONS ON SITE PLAN ARE TO BE FACE OF WALL FINISH, Ff,CE OF CONCRETE CURB, CENTERLINE OF STRUCTURAL STEEL, PROPERTY LINE OR CENTERLINE OF PARKING STALL, UNLESS NOTED OTHERWISE. 13. PROTECT (E) TREES AND PLANTINGS TO REMAIN. KEY NOTES � P, , � . f. 4' �� � l� � �� �1,1 �;,,.�+� � ���„�r�s.�� �� 1 � v� � � } l � �' i `�� k ���_ ���� .�: T � � �r, •� � 1 �;. � � � t 3� l �tEGlSTERED TE ��Q F0� �C)'�� G��p ED cE ��p��� i au� 2 9 �o�� �Git�,► �� �ul�►�1a � B�i�.D���' ° �v�sror+ 14 ISSUED FOR PERMIT 06/21/2016 12 ISSUED FOR PRE-PRICING 04/25/2016 Delta Issue Nr. Description Date INTERIC�R ARCHITECTS S�ATTI—E 1001 4TH AVENUE, SUITE 3600 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 �02016 I N T E R I O R A R C H I T E C T S, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner Approval: Job No: 21 BECU.0002.000 � .� � � � � , �' , � £ �. w�, � ��,� ��a� r# .....,. ..,.. '�' »� .....,.,.�' Scale: As indicatetl P,E�FI1/`D Ct7'Y O� 7UK4'ViLA c��ar'j F ` Fr `i'�L��j � � '�F'�I:,�a � �� �'� �'ERfl/11T CEfvTER E % ENLARGED SITE PLAN 1 " = 10'-0" LIGHTING SCHEDULE SEE SHEET AN-10.2 FOR LIGHT FIXTURE SCHEDULE. PAVING SCHEDULE SEE SHEET AN-102 FOR PAVING SCHEDULE. ��� ` - - °� CONCRETE 1 � . ;�, _ �.` �:,�� ��= -°�: CONCRETE 2 �a °4 " _ S ��<��•• -- - ���': CONCRETE 3 CONCRETE 4 AREA NOT IN CONTRACT SEE SHEET A-10.5 FOR HARDSCAPE AND LIGHTING SEE SHEET A-10.6 FOR PLANTING SHEET R�OTES 1. LAYOUT AND VERIFY ALL DIMENSIONS PRIOR TO START OF WORK. BRING DISCREPANCIES TO THE ARCHITECT'S ATTENTION. 2. SET GRADES IN A STRAIGHT LINE BETWEEN ELEVATIONS SHOWN UNLESS OTHERWISE NOTED OR SHOWN. 3. SAWCUT EXISTING REINFORCED CONCRETE WALKWAYS AS REQUIRED FOR NEW WORK. DOWEL AND EPDXY REBAR AT FACE OF SAWCUT WHERE EXISTING WORK IS TO REMAIN. SEE STRUCTURAL DRAWINGS. ALL CONCRETE SHALI: BE PORTLAND CEMENT CONCRETE WITH ULTIMATE 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI UNLESS NOTED OTHERWISE IN OWNER'S GEO-TECHNICAL REPORT. 4. COMPLY WITH LOCAL NOISE LEVELS DURING NORMAL BUSINESS HOURS AND OBTAIN PERMISSION FROM OWNER AND AHJ FOR AFtERHOURS CONSTRUCTION ACTIVITY WHEN APPLICABLE. 5. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR UTILITY TRENCH EXCAVATION SHORING, BRACING OR TEMPORARY SUPPORT TO PREVENT MOVEMENT, SETfLEMENT OR COLLAPSE OF NEW AND EXISTING WORK. 6. AT THE CONCLUSION OF EACH WORK DAY, LEAVE SITE CLEAN, NEAT P,ND ORDERLY WITH MATERIALS AND EQUIPMENT LOCATED TO AVOID SAFETY CONCERNS, CONTRACTOR HAS SOLE RESPONSIBILITY FOR JOBSITE SAFETY, 7. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN CONCEALED OBSTRUCTIONS AND, OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING THE DESIGN PHASE OF THE WORK. 8. NO CHANGE IN PRICE OR SCHEDULE WILL BE ALLOWED FOR ACTUAL OR CLAIMED DISCREPANCY BETWEEN EXISTING GRADE AND THOSE SHOWN HEREIN AFTER THE CONTRACTOR HAS ACCEPTED EXISTING GRADES AND MOVED ONTO THE SITE. 9. SEE OWNER'S GEOTECHNICAL REPORT FOR SUBGRADE AND COMPACiION CRITERIA UNDER PAVEMENT. 10. CONCRETE WALKS SHALL RECEIVE EXPANSION JOINTS AT 15"-0" O.C. MAX AND CONTROL JOINTS AT 5'-0" O.C. MAX BETWEEN EXPANSION JOINTS, UNLESS NOTED OTHERWISE 11. ALL PARKING STALL STRIPPING SHALL BE PER LOCAL JURISDICTION STANDARDS. 12. ALL DIMENSIONS ON SITE PLAN ARE TO BE FACE OF WALL FINISH, FACE OF CONCRETE CURB, CENTERLINE OF STRUCTURAL STEEL, PROPERTY LINE OR CENTERLINE OF PARKING STALL, UNLESS NOTED OTHERWISE. 13. PROTECT (E) TREES AND PLANTINGS TO REMAIN. 603 604 605 606 607 608 609 610 611 KEY NOTES NEW PAVING START POINT AT EXISTING JOINT (E) FLAG POLE TO REMAIN SEATING PLANTER BOX SIGN BENCH BOLLARDS FLAG POLE PLANTER (E) TREE - PROTECT � �'�� �f � ,: � y � „ � � "�� �� , � `� � �: . ; . : , ,. , , ,� , .. s � � � � � �C� " � � •� ; �• : R vi� o F°R ���� �p�P �D CE �PF��� � pUG 2 9 2016 �i� e�'iutcwila � BU1LC���_�vIS1 N 14 ISSUED FOR PERMIT 06/21/2016 12 ISSUED FOR PRE-PRICING 04/25/2016 . Delta Issue Nr. Description Date I NTE RIC7R ARC H ITECTS SEATTI_�E 1001 4TH AVENUE, SUITE 3600 N SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-7 525 �2018 I N T E R I O R A R C H I T E C T S, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner Job No: 21 BECU.0002.000 Scale: As intlicated �'�CEl1✓ED ���-� ��= r��<wi� A r*7 � lld' 'u'd � � h'r:�.iI^�,a L.li�S'yy E R�ED S11����tUI1T CE�rER TiUe: .� k �` ..+ �" r� „� ��� � � � ,/� �� � "� � ��. � ` a � � 0 N N � A B C D E F G H J K L Ni N 0 P 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" , � � ///// ,/////// ,/////// ,/////// ,///////�,/////// ,/////// ,/////// ./////// ,/////// ,/////// ,///////////////////////� Q R S 15'-0" 15'-0" 15'-0" / . . - � � . � /� 602 I j (E) PAVING' /////,I�/////// / ^ - ;, � 2.7 FINISH FLOOR IN VESTIBULE : .°< I y" � �4 ._ . _ . ) ¢ , rt �O � ��3 '� �- - - - - ,- ,_-_ - _ _ , _ , . , . - . - , `� :E o2� � r � - _ - _ _- .-. - c .. . - .. . . f� rt �- , • 'r� �-- -• -. ---�, � �; _. � . . , , � � • ,� . . j f . - • •i _ � _ ,,.,,_, ,. , i_. •„ T - .�� ., . . . - , ,,. , - - �. r , � �r . !;: . „ .. - a - - • - - - i. - • i . E CON . � . 1 . 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CONCRETE 1 a - '�,. . '�P -:°�-`; ,�°_;:, CONCRETE 2 • • d� _�_�:" __ CONCRETE 3 CONCRETE 4 � � �� �� SOFTSCAPE � ��� r �,. AREA NOT IN CONTRACT EXISTING TO REMAIN � ,/ . � . _ j � �i � SHEET NOTES KEY NOTES 1. LAYOUT AND VERIFY ALL DIMENSIONS PRIOR TO START OF WORK. BRING DISCREPANCIES TO THE ARCHITECT'S ATfENTION. 2. SET GRADES IN A STRAI6HT LINE BETWEEN ELEVATIONS SHOWN UNLESS OTHERWISE NOTED OR SHOWN. 601 RETAIN THE EXISTING CONCRETE CURB 3. SAWCUT EXISTING REINFORCED CONCRETE WALKWAYS AS REQUIRED FOR NEW WORK. DOWEL AND EPDXY REBAR AT FACE OF SAWCUT WHERE EXISTING WORK IS TO 602 RETAIN THE EXISTING CONCRETE SIDEWALK REMAIN. SEE STRUCTURAL DRAWINGS, ALL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH ULTIMATE 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI 603 NEW PAVING START POINT AT EXISTING JOINT UNLESS NOTED OTHERWISE IN OWNER'S GEO-TECHNICAL REPORT. 607 SIGN 4. COMPLY WITH LOCAL NOISE LEVELS DURING NORMAL BUSINESS HOURS AND OBTAIN PERMISSION FROM OWNER AND AHJ FOR AFTERHOURS CONSTRUCTION ACTIVITY WHEN APPLICABLE. 5. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR UTILITY TRENCH EXCAVATION SHORING, BRACING OR TEMPORARY SUPPORT TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF NEW AND EXISTING WORK. 6. AT THE CONCLUSION OF EACH WORK DAY, LEAVE SITE CLEAN, NEAT AND ORDERLY WITH MATERIALS AND EQUIPMENT LOCATED TO AVOID SAFETY CONCERNS. CONTRACTOR HAS SOLE RESPONSIBILITY FOR JOBSITE SAFETY. 7. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN CONCEALED OBSTRUCTIONS AND, OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING THE DESIGN PHASE OF THE WORK. � � N 8. NO CHANGE IN PRICE OR SCHEDULE WILL BE ALLOWED FOR ACTUAL OR CLAIMED DISCREPANCY BETWEEN EXISTING GRADE AND THOSE SHOWN HEREIN AFTER THE CONTRACTOR HAS ACCEPTED EXISTING GRADES AND MOVED ONTO THE SITE. ;, ,-�- �,�, 9. SEE OWNER'S GEOTECHNICAL REPORT FOR SUBGRADE AND COMPACTION CRITERIA UNDER PAVEMENT. 10. CONCRETE WALKS SHALL RECEIVE EXPANSION JOINTS AT 15"-0" O.C. MAX AND CONTROL JOINTS AT 5'-0" O.C. MAX BETWEEN EXPANSION JOINTS, UNLESS NOTED X'` ' `" ' `'" y';�" , � OTHERWISE. � � � � 11. ALL PARKING STALL STRIPPING SHALL BE PER LOCAL JURISDICTION STANDARDS. i'' 12. ALL DIMENSIONS ON SITE PLAN ARE TO BE FACE OF WALL FINISH, FACE OF CONCRETE CURB, CENTERLINE OF STRUCTURAL STEEL, PROPERTY LINE OR CENTERLINE OF PARKING STALL, UNLESS NOTED OTHERWISE. 13. PROTECT (E) TREES AND PLANTINGS TO REMAIN. r1 �J 11 0 � 12 rr � O { D �� � ��DE �O�p4` � C� ��P�pV� �u� 2 g 2016 • � u�i1 Ci�! �f � O►� o��►S� D��G 8��� 14 ISSUED FOR PERMIT 06/21/2016 12 ISSUED FOR PRE-PRICING 04/25/2016 Delta Issue Nr. Description Date INTERIQR AR� H ITECTS S E ATT L E 1001 4TH AVENUE, SUITE 3600 SEA�LE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 �02016 I N T E R I O R A R C H I T E C T S, INC., A CALIFORNIA CORPORATION. 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I � 1 I ! . i I� I � I. � I � I I i . . � � I i i I i. �� , .. . . .. .. �__ _ � L =_=.J� � � �I. . ..1 t_1 ,..........----- -; C-----, �----� --- �..---, � L ! ' ; L...l FOR KIOSK� SEE A-10.16 N 2 CANOPY'B' - ENLARGED FRAMING PLAN (SEE STRUCTURAL DRAWINGS FOR 1/4" = 1'-0" ADDITIONAL INFORMATION) CANOPY 'B' - NORTH-SOUTH SECTION 1 /4" = 1'-0" 32.4 KIOSK 4-10.16 � CANOPY'B' - EAST-WEST SECTION U 1 /4" = 1'-0" �,� �, �':w �` � ^m �, � , �fi�'� 6�,�. � ��� f�. � p^E i � � �� � , � ; � y � �: i� � � �, �� ' I, 4' 1 •. •: •��� B.'MiLLER OF R�vi--E�o Fo� �q�� ��iViPLI ���E �,���o�� � A�� 2 9 2016 � �tty �� iui��ia �l�l�..���� ���1....- �- �"� 14 ISSUED FOR PERMIT 06/21/2016 12 ISSUED FOR PRE-PRICING 04/25/2016 Deita Issue Nr. Description Date INTERI�R ARCHITECTS S � ATT I_ E 1001 4TH AVENUE, SUITE 3600 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206=624-1525 OO 2016 I N T E R I O R A R C H I T E C T S, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner ApprovaL• Job No: 21 BECU.0002.000 � E� E I V E D Scale: 1/4" = 1'-0" G� A � p p rg r, �vp �,, � r,-o ��S.JU�3 � i �:�u� �, y.. � � � � � '�;� ;���� �� �° � �� I' • � .y __,y , 5 � � ��,� r" � b � .... „�� � ��k� � r � , •• � � i FOR CANOPY ,' � � ( 'B' SEE A-10,8 ,' 4 � i � -10.9 i ; � � � � , I � I ( _....z � � ......, , ' _. ..� . , _ _ .., , - - - - _� i ! i . ,...., ,...... _ . � , ; , ; : : � ; ; �\ �__.l ,.. �.....1 � I �... I _i '_. . � . , : � I i : : , ` ` . : . ........ , . ; : ,: ,:........ . , , � , , i ; : , , : , .: . I , . ; , . . i ? , � � I I � ; � ; : ; ; i . . . . . . . . . .._ .s' i. ...... _.... _.... ... ' ._1 � ... .. ... ....... 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I 4'-0" I 81'-0° � 4'-0�� 1° CANOPY'C' - ENLARGED ROOF PLAN 1 /4" = 1'-0" . � � �, , , i ,' 4 i n � FOR CANOPY � 2-4 � NOTIFY ARCHITECT IF FIELD DIMENSION IS GREATER THAN +/- 2" -io.9 'B'SEEA-10.8 \ �' 12-0 � 12-0 � 12-0 �" 9-0 �' � ,„ � �� � �� � �� � , � i---------------------- ----- ----------------- -------- ------- -- --- ----------------- N � m � i � � T I - - - - - - - - - - - - - - - - - - - - / i � � � � � � �. � � � � � � � � � � i �// I � I I � � � � / / �� � � � � � � � � � � � � � � � � � � / �� i I I I I I ,' i I I I I I I I I I I I I I I I I I I ���/ i � I I I I I i I I I I I I I I I I I I I I I I I I - , , I_ N I — — — — — — _ — — — — — _ — _ — — — — — — — \T T I -------------------------=--- ------------------------------- �------------ ------------------ ----- ------- 6" 4'-6" 12'-0° 12'-0" 12'-0° 9'-0° (29) EQUAL SPACES @ 3'-0" = 87'-0" EDGE OF GLASS 2 CANOPY'C' - ENLARGED FRAMING PLAN 1 /4" = 1'-0" 9'-0" 9'-0" ��� ��� �� 15'-0" � 12'-0° � � � � � � � � � � I � � � � � � � � � I� I � I I I I I I I I � ALIGN C.L. WITH C.L. OF EXISTING STRUCTURE I I I I I I I I � � � � � � � '_____'_IJ L 15'-0" 12'-0�� 1 �_6�� 1 �_1 ° (SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION) , , � � � � 3 CANOPY 'C' - NORTHEAST SECTION 1 /4" = 1'-0" , ,,,. - EXISTING PARKING GARAGE FRAME - _ 5 ENLARGED ROOF PLAN 1 /4" = 1'-0" - N EDGE OF GLASS—� � (5) Edun� sPACEs @ s'-0" = 15'-0" � I EXISTING PARKING GARAGE FRAME - ENLARGED FRAMING PLAN (SEE STRUCTURAL DRAWfNGS F0� 6 1/4" = 1'-0" ADDITIONAL INFORMATION) N EXISTING PARKING GARAGE FRAME - SECTION 1 /4" = 1'-0" EXISTING PARKING GARAGE STRUCTURE (BEYOND) SEE STRUCTURAL DRAWINGS FOR CANOPY FRAMING EXISTING FRAMING 3 1( 3 10. � � , 1'-7" 7'-7" 1'-7" , CANOPY'C' - SOUTHEAST-NORTHWEST � SECTION T 1 /4" = 1'-0" EXISTING PARKING GARAGE FRAME - � SECTION 2 " 1 /4" = 1'-0" �;, , �.� ,x� . � �"�' t ��.. ac�,: ��: � � ; 7 �` +� ., . �� . . T . . . i: ' �, � �_ � � �� �,� i �� ��� T 1 • � ;� � 94t3Q, REGlSTERED 14 ISSUED FOR PERMIT 06/21/2016 12 ISSUED FOR PRE-PRICING 04/25/2016 Delta Issue Nr. Description Date II�lTERIOR ARCHITE�CTS S E ATT I_ � 1001 4TH AVENUE, SUITE 3600 SEAI�I�LE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 OO 2016 I N T E R I O R A R C H I T E C T S, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner Approval: Job No: 21 BECU.0002.000 �� ����� Scale: 1/4" = 1'-0" CITV 0�= iUKWIL� ���;��� `� � ����� PEF�MIT CENTEFi C� ��i ��+��� S� Title: V � �� I � � � Sheet: a / ' a � m � N � rn_n�� � BENCH — PLAN 3/4" = 1'-0" 1'-6" 10'-0" 7'-0" 1'-6" _...._._..___.._._..._----- _ --------._.._..._...._..---------=--=— ------- ----- ------- ---- -- --- . . . . _. -__-_� - _�__- - N - - - -__-__-._..-_-_..-" _�__ ._l __ __-._'-__-__-_..-._-.._.-.._-_..-__.-....-_ _"-._�__ __�__ __ _ . � . . . . _. .. . _ __... .._ . _. . "' , . . •' 7 !_._._...!.........._ ..r _._.......___ ___....._....--"--- ............... � �-- -...__...__.._._._.____. _._ . ...-'----- ........ 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SCREWS AT EACH PLANK & (2) � _ _ � ��-. _.- _..... �. . ��. �, �� ��= ------ 3/S"fD ANCHOR BOLTS IN CON RET � � . u '. u `. .' -- - ', BASE 3„ � . �� 3�� . o '� N " . " . �-� 1/2�� / � 12° ' N . r . .. , � ��,. CONCRETEBASE � � E-CON F .; 1 6" 5'-0" 6° COFFEE KIOSK TABLE- ELEVATION 15 �FRONT) 3/4" = 1'-0" FINGER-JOINT WOOD PLANK TOP 1'-6" E-WD 2 CV 0 � I ' � .,: l .. . -1 � 1 �, , •- ; 1 �� 0 N F ,' CONCRETE BASE � ; . - E-CON ., ,, . . • 1 1'-4° COFFEE KIOSK TABLE - ELEVATION 16 �SIDE) �_ �� 3/4 = 1 0 ,. EQ. EQ. �i`� E-01 . ��, ----- ° -_ -- - - " . - ., CONCRETE WITH RADIUSED ° ` � � ' EDGES & CORNERS _ �< - N " . ' E-CON � I � . � � N � N 1 N t, - .1! : _ . ,' ° . � N . �. , . - CONCRETE BASE � _ E-CON 1 3" � � 3" � BOLLARD — ELEVATION (SIDE) U 3/4" = 1'-0" EQUAL 3" 8�� � �,, --- �---_ � I— — — \ —� —. r i . p .. L.. '-'- CANOPY COLUMN COFFEE KIOSK BENCH - PLAN 3/4" = 1'-0" SIM. 4 -10.1 101�2�� 1° WOOD PLANK SEAT — — E-WD � 2 _ _ m N � . I • I r a-o � _.... �<.. = • � ' ,a - � � � N �, 31�2��` - . - r • ' ' � CONCRETE BASE < ` E-CON •a ' • 1 a° COFFEE KIOSK BENCH - ELEVATION 6 (SIDE) 3/4" = 1'-0" 3'-0" m EQ EQ E-01 . �° � � � ~� � 0 �� CONCRETE WITH RADIUSED ' ' � EDGES & CORNERS . - .�a , . � E-CON l . • . . , • ' <•�. `. 1 . ° � 'a CV . 1 '� �` , . . .- N �. ; . ..^. • � - . ." _ CONCRETE BASE _ . �h - ' � E-CON 1 3"� �3" � BOLLARD — ELEVATION (FRONT) � �� _ �_ �� 3/4 1 0 7'-10" 7'-4" 3'-0" LINE OF CONCRETE BASE BELOW 1'-6" . • ' �. 4 • F r "' . n ' q ' . " a- `o . ° , ,` ". �; -' 3 -10.12� ' ^n ' ��.�- - . - � : ��, : " . - 2 � �A-10.121 �� � BOLLARD — PLAN � 3/4" = 1'-0" EQUAL 3" I` I a° STEEL MOUNTING � STRAP ___ -'.._._._. --}— — — I a - 6 -10.12� — _.__. ._.... ......_J. _�._... 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' , d a � • • . . . _ ," .`n ' . a' _ - '-d • - . c: . 3° 7'-4° I 3° COFFEE KIOSK BENCH — ELEVATION (FRONT) 3/4" = 1'-0" WOOD PLANK SEAT E-WD 2 N � ......._ ....................�._.�........._................_._........_.............................................._................_......._._...�_._.T........................... r_ _I__'_I.._...._...._.__..._.___'_._.....__..__._.....____""'"_....__....T'__'_'_1.....___..._'___' _'___._..___.__—'___'__'" _ . m __ _-_.r'___r . �._.-_�..._._-__ cV ._"-�___.... . .. ......_...... _. . ...... . . .. . . . .. . . , r...._...._r_ .............._...................... _. ...._....._....._...._._...._.__.._�........__r._...____.__.. � r.-'....�.....__._._..........._.__._.._..__._._ .........................................._....._..-'--.'�._._......7.._......._...._._...._. , ,- • - �-.._...,..__...___....._..__..._---..._._......._._.__.._..-----._-----�.......--�-.__._._._..._ - o CONCRETE _ . �-�----r-.....r-------`---------....------...------...�.._.._..�._._............ _._._.. , r ' ----- ' N ....._�._._._�..._....__..__...._.._..._...'___"......._._._........._......._......._.__...._...."""�"'_"�........_._.......__.._.. a0 r _ . ......_......_.._. �.._.._.� ................._..........................._.._..............................................._.......................1..._.._.�............._..........._. � � __'"'....___"""_ - r � - : - - -. - ----- ----------------_-- _. _ _' -'-. •. -, -'-'' .. '• " ' ` ,,, 1 - �� ' ' " ' " ' " " � ' CONCRETE BASE �„ -_- _ - - _ - - _ .t� - - �-�:- - _ -- - _ E-CON 3� 4�_��� 3�� B $ SEAT — ELEVATION (FRONT) 3/4" = 1'-0" 4 -10.1 3�-41�2�� WOOD PLANK SEAT SIM. _ _ _ _ E-WD � 2 N I ' . .. , .,.,. ...1 . , . , \ . M T • ' , ;• " . " . , ' p � �. „ ._ . . . _�. , _ . CONCRETE I . • _ . I�,- _ • , " E-CON � • ,' � -' J - •- , - ' . , - T B 31/2" ' _ • '- ,- . , � - 31/2" � � 1 - ' • ., _ ' ; - _, , • . ' _� m • CONCRETE BASE �.�, -, , -, _. : - - - _ - _ , ,' •-•�- �: - E-CON 3" 2'-31 /2" 3" 1 2'-91 /2" � SEAT - ELEVATION (SIDE) `' 3/4" = 1'-0" f � M Q�_fi�� SEAT — PLAN 3/4" = 1'-0" � � �� � ,, t°� r 'LANK SEAT =TE 1NTING STRAP i � �. ; ;� t„ 1 ' � � � 1 i � '� � �n �, ��_ � _� ,'�� 8400 MlLLER �HINGTON ��VIEW�p FOR ���� GQ �V�D CE ���� Au� 2 9 2016 �r�� �� �E��11�� j''r� V I S 1 � � � 4 � �� l.J U 1 L � 14 ISSUED FOR PERMIT 06/21/2016 12 ISSUED FOR PRE-PRICING 04/25/2016 Delta Issue Nr. Description Date INTERIOR ARCHITECTS SEATTLE 1001 4TH AVENUE, SUITE 3600 SEAI-TLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 �02016 I N T E R I O R A R C H I T E C T S, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITfEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner Approval: Job No: 21 BECU.0002.000 Scale: 3/4" = 1'-0° �i��,'�iV�[� cr�-�r �r- rUKdv� _ f �'�:�� � �' ���� � �'EF3�VII7 C��JTE Title: �'�� ��������� Sheet: � ■ R � a � � � s N SIM, � 4 �10,1 — — 2'-1 1 /2^ � 3" X 3" WOOD PLANK SEAT r < - � �. - . ' � "_"' ___ � I ""' i ' -'. + � �',, n' � o .. _ . ^ ` c __ d, a � , •" .. ' � ..; N __ . - J . . . . ---- ---- • � ' °' • J ' - ` i j-� — �c _ d'_ a_. . • i 1-T -i --I I \ •� ..� ,�- . l • � . ." �� '- � � : . . - . . -. ., ,. ' I �._� ...., _ I _ , . . � . �. ; - = � .. - `� " . .- . _ . -..._,T __..........-.; -_-_.. . a i o . _ _. . : � . :. '--- i I ___._.... i � — . . � __._... I � ' ' I __'_ ' _ ....' i ; __ I 1, i'__' 3" I2'-2" FLAGPOLE PLANTER SECTION 3/4" = 1'-0° 18'-2" cV r M i N 0 � m FLAGPOLE \ \.�J� q . . `. •� ° i. . � - „ � � CONCRETE PERIMETER WALL - 3'-0�� 3�_��� � E-CON � N I 1 : i — ----I-- — � ROCK INFILL� LIGHT FIXTURE �F. : • 1/4" GALV. STEEL DIVIDER PLATE � . PROVIDE WATERPROOFING , ' � � % ON INSIDE VERTICAL � E-L ; : ; . , : SURFACE OF PLANTER WALL 2 a` ......'� ...... .... . .PL'A{�iTER•BED. . . � . . . . . . . • JOINT IN WOOD . . . . . . . . :•:���:�:���:•,�����:�: �,� PLANKS ; : :8�� : � : : ; 8�� • a��; : ; ; :8��: a�� • ' ; , 8�� v .;;�;:,;;;;: .... ....�. .•.'.•' . WOODSEAT .'. I�:'•: •:'�:�I:�'•' - ---..�...._...__._.. _ . .. .................�.............._....,._.__:.........._.._�..._.......:.._.......... .. .._ .._.-.. � ___.._ ...__� _._.. . _._.... _...... ...__._�F,.__... _ ._._.........._._._...._........,.4�_...... _......,.4,......_._......_...._.........._........_ ..............i,........ _... __.......--.._........ ...__._..__.........___,i.�__. �.. ' _� __�..,.---._ N ..__ � � �_,.-----------....._...�.,.__. ....�,.------ ---- ___�-�___ E-WD 4_..-i.�1.... r w... .._ b�t --1.I.1... .'___._..._______...___�.I.~_ _J.I.� '_'._—.- ___'___.�.I�__ . __.....__...� �...... � ^ 2 " _.__l...l.__._... T 1...1..._... .._...;-L._._...._...._..__.__._......._._._...........4..A._..__ _._...4...1._.__.____...... ..._.__.__.......__._.I... ..... . c _.._..i�i...._...... _� _N.......__ ...............��.i..._._....._..��.i_............__.._._.._..........__......._............i�i..........._.._�{.i._._._....._._.........._._._.....................�.�i.._. .ii.__ N .�._..__i-.i. �.i_-'_'.__-'-'-a.-+-... _.-a.-+-._'-' '_._.�.i�.-. EQUAL EQUAL EQUAL STEEL MOUNTING 8�� 15'-2" 16'-6" 7 10.1 STRAP 8" N 5 FLAGPOLE PLANTER - PLAN 1 /4" = 1'-0" ETE WALL BEYOND 1/4" GLAVANIZED STEEL DIVIDER PLATE :R BED ROCK INFILL � � � w r..� �,� a . w y� w � _ ! r�� t _ ( ♦ —'_I - ! ( ''� T' � ( r� � , . ♦ ` ♦/ `) . C. J C, .,� � �`..1, �i.. �i i t J . 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' � � i . . . . . . . � . . ; I__ .. ;. do� EXISTING FLAGPOLE :,ONCRETE PLANTER BE-CON 1 � r n PLANTER PLAN N U 1 /4" = 1'-0" 3" X 3" WOOD PLANK SEAT CONCRETE BASE CONCRETE WALL BEYOND E-WD E-CON (RADIUSED CORNERS & EDGES) 1'-0" SIM. � B -10.1 ' .. . • : � . . � . , - , • - •• ,' - •• -. ' - • � • - .� - , •� ' �. � '� , • . < " 1'-6" 31/2" �.; ..�. , ., .. �.. , .. : ' .� �.• � . •. - � - ,- . _ . - � • . - � - � -. .; .a - " ' . .'� . - .`',. • -. '- � - � -, � - - "� a.:'- ---- � .� . • . • - .- •-: PL•A .. _ _ . - NTER B�D ', . . . . . _ . . _ , .. . . . . . . . , l�' ' ��•,-; .: .' �.,�.' _ •" . _ ,;' "_"'__• • - " " , � , '.,� ' , � '� '�- •. � -.-, - .•' •- ; - •. - •,, � - , , . ., . - - , � - . - - - - - � • �- � -� -. . _ O I �d. • ' . �'e '� � -�' - - -�" -� ' - .- d _ _ea�d , a _ _ , i , ,., , � . _ , , , , < , , , : , : , ,'; i" ; , = r .a Y a..a • ___'- � i __ __-' __' i i -__' �i __' _" i ___ _'__" I , '_ __ ' i _' � � I - � " CO . ' ' .. . 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SEE PLANS AND ELEVATIONS. 1'-6" 3" X 3" WOOD PLANK WITH 1/8" RADIUSED EXPOSED EDGES - SCREW TO MOUNTING PLATE WITH 1/4"�J STAINLESS STEEL CTSK FLAT HEAD SCREWS 1/2" THICK X 3" WIDE STAINLESS STEEL MOUNTING PLATE - SECURE TO CONCRETE BASE WITH 3/8"�J ANCHOR BOLTS AT EVERY OTHER PLANK CONCRETE BASE WITH 1/2" RADIUSED EXPOSED EDGES AND CORNERS 3" �3/4'y. 3" / �3/4'y. 3'/ i3/4°� 3" i3/4"i 3�� 1 /2�� , .,,�,� �., µ � �� /� � � - r• /� / �� �/ / � r � � i id i r _ -n a ep: t. i- ' - _ "� •� c . . � . -d- 1,°I ' . � ' -1'I.. " .1 ' ' - aa " " �,- 'a , - . _ , - da - . � ,, �,� < . � , .,1/2"."a �' a - � ��'. ' a �� an �., - < -�a .,.; ,,, a• ^ . ;, ,i . � < , -� i'v, < • - a� • � � i � . /J.�.��,.�'�a, e ' �f���. .a" ' '.=biai�1�•'a a� .'.,• -_ / �a �, . < : -. < � � .a • ..< e_ "d. � 1 I � �AI `I,� a 4 .d e�_��. ' L�_�J �Q- � ,' -�' . d, < 4, 4 . _ ` , - " = df _ _�c_'�'_'7 • '" 'd, • . . ' • I . �. 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Description Date INTERIOR ARCHITECTS SEATTL� 1001 4TH AVENUE, SUITE.3600 SEA�LE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 02016 I N T E R I O R A R C H I T E C T S, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner Approvai: Job No:21 BECU.0002.000 Scale: As indicated ' "����V�L.,/ C6T'Y Qt= �'u6<W1L�, f:r"�,�°�;� � � �;�;,,., '�� LcS �'���rr cEr�rEa Title: V'�� �� � '�4.i � 0 Sheet: a �� LINE OF CANOPY ABOVE IA-10.16 � HIGH POINT CANOPY COLUMN 12 o CANOPY COLUMN AT SLAB 1 w f E-12 EL. 21.9' -10.17 ❑ ❑ ❑ N \ � - •- - - - - -• - - TEMPERED GLASS r i � -J^ ; " . ` - ' � ' � ' - - , , � .- ' , ' DISPLAY CASE � 3'-4" 3'-21/4". , '- ,' ' , - • , • - • ; - , . • • , - � i 2;`��� � '" �E-12' � ' E-12 /��� � �_ . -� 4 _ _ _ _ _ .— — —,�� , � � .I _ " � • ," � , _ _• ' _, _. "' 2 ii .r� N �- ��. . ; • - • - . . -'�• ..- .� , - •�` , - - � -10.17 " '� /�' - _ •� ,' -, -. -,''" ;,,, �' • ''_. z 2-0 3 4 . E-CON r o . ;, o - ,1,• , � _, , • , . . "i ' SHELF � 1 0 � - ; - � • - , - ' - � , , - • •-, - 0 5 � N _, , N _ ,i . . _ . • • •-�• � UNIT � � �-' • •, • , . , - „- •i ; • -, -_ � � FLOOR DRAIN: 11 -10.16 • ',�' • ' 1 E-12� ' ...- �' , - • •_ t ,1�E-12 . 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HAND WASH SINK D SP ENSOR (E-PTD) E-12 10'-1 1 /2" INSIDE OF CONCRETE CURB 10 IA-10.16 �� � N COFFEE KIOSK — REFLECTED CEILING N � COFFEE KIOSK — PLAN 2 PLAN �_ �� 3/8 = 1 0 3/8 — 1 0 SIM. � 4 4 ROLL-DOWN ROLL-DOWN CO 10.17 COUNTER SHUTTER SHUTTER HOOD HOOD (E-D2) (E-D2) LAMINATE� WAINSCOT 4 E-PL -10.17 � � � 2 � i ROLL-DOWN COUNTER� '1�•17 z ES ESSO Z ; SHUTTER OPENING - "' ! � �-,"',�, o �STAINLESS STEEL GRINDF�R ; EM ' Q TRANSACTION �� ,, E-EG � ' 6 � COUNTER 7 �� � -10.1 ti' 0 < o : ' E-SS —., ,.�,;; a -.�� Q.:,. 0 _ � __....._; _ , 1 __ __. __ _. __ � - - -- , B , E-FS1 i ___ -- i � DISPLAY � G RATOR ''� ICE MAKER t � E-PL CASE � I REFRI � , (3) PULL-OUT � � � �' I'�� i I � -; PASTRYSHELVES iB I_._._._ E� R2_. ___. __i E-IM � m I � � 0 6 I I � i I__ _� I I��\�� ,' DRAWER WITH LOCK 10.17 I - _ _ _.. .. _ _ - I i � . ; E-PL , E-GI , . 1 � _ � 4'-21/2" 2'-41 �� 2�_4�� 8�� — — — — GREASE INTERCEPTOR CLEAR C STAINLESS STEEL SUPPORT LEGS 1 ------------------------------------------------ �45° COPING WEDGE AT (31 SIdES ,TTLE & KING COUNTY HEALTH DEPARTMENT NOTES: -IEALTH DEPARTMENT INSPECTION REQUIRED BEFORE OPE� VO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTME� 'ROVAL. INSULATED TEMPERED 1� GLASS VISION LITE (U=0.60) PAINTED DOOR & FRAME (U=0.37 OR BETfER) 2 6�� 6�� o _� PAINTED GWB WALL E-P � \ B Z � 1 w q � � CV � _.- ___._ M w \� � i ! LAMINATE WAINSCOT � � � I E-PL 2 � � � J ' , ;: � ,' � � � o M , ; j� ' `� NOTE: ALL FOOD TO BE �� - STORED AT LEAST 6" , ' � - " ' ABOVE FLOOR � , � . -^ - - COFFEE KIOSK — INTERIOR — NORTH COFFEE KIOSK — INTERIOR — EAST ELEVATION ELEVATION 5 �� �_ �� 6 3/8" = 1'-0�� 3/8 =1 0 WOOD TRIM T0= MATCH SIDING 1 1 1 FIXTURE E-1 , -- // c� ---- ---._....... � _ ,z ROLL-DOWN COUNTER � � � /_ __ M o SHUTfEROPENING � , j�� /� 4 � - ' 8 �. r .Cl � _ � �� -10.1 � — -8" 2'-4" -10.17 ''; - � - ----- jN I � �� ` � ' � � � s, } 1 En — � ' y s � +I ' i : � ; ` ' _. . : `. �,. — — — — — — — — — — — — — GLASS DISPLAY CASE EL. Z1.9' WITH GLASS SHELVES COFFEE KIOSK — EXTERIOR — NORTH 9 ELEVATION 3/8" =1'-0" METAL TRIM E-P 2 CEILING LINE SIGNAGE SIZE & LOCATION (TBD) HORIZ. WOOD SIDING E-WD 1 STAINLESS STEEL TRANSACTION TOP & FACADE E-SS 1 STEEL CHANNEL E-P 2 FLOOR LINE RIM N n COFFEE KIOSK — ROOF PLAId � 3/8" = 1'-0" CANT ICE MAKER� 'i (BELOW) i �ALL AROUND ; � FLASHING i REFRIGERATOR� I i (BELOW) ; � � i i iANOPY ABOVE i � I i EXPRESSO I WITH MACHINE ' I �UT EXPRESSO—� GRINDER ! IBETWEEN ! ROOF JOISTS � � i t_ CANT GREASEINTERCEPTOR BELOW OUTLET DATA LINE � � +40.5" �40,5" � � ' g +so° +40� � � COFFEE MACHINE � � �SECURITY CAMERA � � - (CEILING MOUNTED) i i +40' HOT DOG HEATER i—i---� � � MICROWAVE � i +40' i i i +24" F� � � � +40' ' Y� � i i WALL RECESSED �� � +40' UNIT HEATER i i i i i 1 i i i i ELECTRIC PANEL LOCATION +40.5" +40.5" +40.5' r— — _ _ — �__— —_ i +40.5" ❑ i DW � �'�, WATER HEATER o � � J J-BOX BELOW +40.5" � +40.5" � o 0 GFI ° ° � GFI J � � ' 1 OX PROVIDE 20A OUTLET DISHWASHER UNDER SINK J-BOX BELOW COFFEE KIOSK — POWER PLAN 3/8" = 1'-0" (3) WIRE SHELVES (E-SC2) ANCHOR TO WALL AT TOP 1 FULL-HEIGHT TILE WALL E-TL WALL-MOUNTED EXHAUST FAN (E-EF) �� E-SC FINISH (OVER 1/2" DUROCK) 1 �' PAINTED GWB � -------- 1 E-P 1 5 WALL-MTD _i � 1 R PAPER TOWEL � _ ELECTRIC PANEL DISPENSER z E-EF /� ; � /� � - . �> �„ � , , ; i , „ � � LAMINATE WAINSCOT � = r Z ; w ;� __. m 1-3 . � �' PT � / � .. ; E-PL � / , . � o o w � HOT �; �! E-HT MIN. � �..,�f..t� i � � � � Y ;: DOG J; o, ,.�:� 2 � _ — r: z — i z �. c!� � a ,. a r w E -, z HEAT R — - � W i'. J — D �tl _ �i m I : _ m i /� f � ' � .'� J I i : � i ' , , ; , -. I� .. . . _' Q , , � ' . ' E-FS2 [ __ �; � ��E-FS1_ _. o : _ - -- ; `�� 1 ` �. . ; ;; ' HAND WASH - � .. — — �„ ;MICROWAVE ;. � > �` ;. � SINK(WATER � DISHWASHER --- ; - ; � ; � � M __ _..___. �' MIN T0�2 � � � � z �� o � i E-DW : RECYCL� �TRAS � � � 0 F. _ 0 � �, �� � � MAX.) , E WH m � : , ' � , � '� . i E-WR � - . -- . a E-GI � � � � WATER HEATER j , . ' ' --. _._. l ____._. SHELF UNIT: 72" 2�_2�� 2�_p�� 3�_g�� PROVIDE WATER LINE (48" + 24" UNITS) (2j 1/VIRE +(1) RECESSED WALL HEATER ("KING" PIC-A-WATT, 1 CLEAR 6'-1 1 /2° � TO COFFEE MAKER SOLID STAINLESS LPW SERIES 2, BRUSHED NICKEL FINISH) WALL TILE STEEL SHELVES 1 (E-SC1) COFFEE KIOSK — INTERIOR — SOUTH COFFEE KIOSK — INTERIOR — WEST ELEVATION ELEVATION � �� �_ �� $ 3/8" = 1'-0�� 3/8 = 1 0 METAL TRIM _ASHING HORIZ. 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Description Date MATCH FLOOR) � STAINLESS STEEL SUPPORTLEGS INTERI4R ARCHITECTS RECEIVED CITY OF'fUICWIL�► JUL 2 8 2016 S E A T T L� PERMI'i CEN'iIER � 1001 4TH AVENUE, SUITE 3600 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 METAL TRIM E-P 2 --- — � 10" 02a16 I N T E R I O R A R C H I T E C T S, INC., A CALIFORNIA CORPORATION. -10.17 LIGHT FIXTURE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL E� AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT 8E DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITfEN CONSENT OF WOOD SIDING THEARCHITECT. --- � - -- � E-WD � 1 , � / H.M. DOOR & FRAME � ' E-P � 2 , r 7�� � _ � S.S. 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CLOSED-CELL (SLOPE TOP TOWARD ROOF) CONTINUOUS CAP fLASHING NOTCH ROOF INSULATION TO - CONSTRUCTION POLYISO RIGID FOAM +��� T ABOVE SCUPPER ACCOMMODATE SCUPPER - INSULATION (R-34.2) 1 _'� _� (3) 2 X 6 BUILT-UP DOOR HEADER N ; � �- r 3/4" X 1 1/2" TRIM TO MATCH SIDING , \ PAINTED METAL TRIM INSULATE (LAP OVER WOOD SIDING) _ PARAPET AL PAINTED METAL FLASHING (DRIP) "' AROUND _'� '-' 1/2" PAINTED HOLLOW METAL DOOR FRAME � � ,- f 1 _ _ 5 7 -10.17 1 N -10.17 � I PAINTED HOLLOW METAL DOOR 2 X 10 RIM JOIST (2 X 12 RIM JOIST 26" X 78" (NOMINAL) -� _ 71�2 1/2" CDX PLYWOOD DECK AT OPPOSITE END OF JOISTS) � FIXED WINDOW WITH m� o PAINTED TRIM ALL z H.M. DOOR `�' = AROUND N 2 X 12 JOISTS AT 16" O,C. o� & FRAME +� � � z (TAPER TOP EDGE FOR 2" �� �, SIM. 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WITH UNFACED 7�� ��� CLADDING OVER (2) LAYERS 3/4" CDX PLYWOOD HIGH-DENSITY FIBERGLASS BATT COUNTER SHUTTER �ii SUBSTRATE 2 X 6 PLATE WITH 5/8"Id INSULATION (R-21) ANCHOR BOLTS CAST IN CURB _ T � (SEE STRUCTURAL DRAWINGS) 1 . i T � CONCRETE FLOOR SLAB 4 i� i 1/2" HIM SPACE WITH CAULbNG EACH SIDE (SLOPE TO DRAIN AT CENTER ,'– i (2) 2 6 PLATE OF KIOSK AT 1/4" PER FOOT) _10�1 � I I STAINLESS STEEL � 2 X 12 RIM JOIST _ FACE OF CONCRETE CURB 2 X 10 RIM JOIST CLADDING OVER 3/4" i TYVE BUILDING WRAP OVER 1/2" DENSGLASS BEYOND ���;��� � CDX PLYWOOD OVER GOLD SHEATHING '�" � I I 2 X 12 JOISTS @ 16" O.C. 1 X 4 HORIZ. 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". • ' • - . . . n . 3 C�OFFEE�KIOSK - TYPICAL WALL SECTION 2 SECTION �� 8 CUSTOMER SERVICE COUNTER FACADE 1— 1-0 3/8 = 1-0 1 1/Z�� _ ��-o�� CITY OF T�i�lK'I�NILA I N T E R I C� R �u� 2 s Zois A R C H I T E C T S PEIRMIi CEINiER I I 3 3/4" - ROLL-DOWN SHUTTER (PROVIDE i� WRAP STAINLESS AROUND NOSING AND FOR 1/2" X 21/2" PAINTED WOOD CASING ALL AROUND 2 X 12 ROOF JOIST RUBBER SEAL AT BOTfOM EDGE) 2'-0 3/4" �� 1'-41/4" N . 2" ON UNDERSIDE OF COUNTERTOP , � = 5/8" GWB CEILING S� A T T L� FACE OF SIDING BEYOND GLASS SIZE ii i T N SEE TYPICAL WALL SECTION FOR WALL CONSTRUCTION 2" HOOD CURL CLEAR SIUCONE JOINT "' � HORIZONTALLY-MOUNTED 4" STAINLESS STEEL � _ ; - : ; +i ROLL-DOWN COUNTER SHUTTER HOOD 3/8" CLEAR TEMPERED GLASS WITH � WIRE PULL AT CENTER OF PULL-OUT (TYPICAL) ; N = (3) 2 X 8 BUILT-UP HEADER WITH 1/2" CDX PLYWOOD �� ' 3/4" X 1 1/8" STOP (INSIDE) ALL � 2'_4" 2" m � � ' BETWEEN EACH - GLUE & NAIL TOGETHER 1 1/2" : - �__� (NOT SHOWN TO SCALE) 1001 4TH AV E N U E, S U ITE 3600 AROUND - SECURE GLASS WITH , � _ _ _ _ _ _ _ _ _ _ _ _ _ _ `� r � � WAS H I N GTO N 98 �154 – – – – – – – – – – – � = T 2 3�4�� 3�� , ' �� / � \ � � � SEE TYPICAL WALL SECTION FOR WALL S EATTLE, CLEAR SILICONE i i i "' � - I, 1/2" SHIM / CAULK JOINT (ALL AROUND, BOTH SIDES) ; _�_ I \ CONSTRUCTION I L _ — _ _ _ _ — _ — _ _ _ _ J m METAL LAMINATE CABINET � T TRIM PROFILE N - � TEL 206-264-9195 FAX 206-624-1525 i +� - �� �� (3) 2 X 8 BUILT-UP HEADER WITH 1/2 CDX PLYWOOD INTERIOR �' 1/4" CLEAR TEMPERED GLASS PULL-OUT BOTTOM WINDOW SPECIFICATION: PAINTED 18 GA. METAL WINDOW TRIM ALL - � � BETWEEN EACH - GLUE & NAIL TOGETHER � I -p 2�"8�� (LET INTO DRAWER AT (3) SIDES & FLUSH WITH 26" X 78" (NOMINAL SIZE), o -� AROUND - PROVIDE WEEP HOLES AT SILL - MITER �� METAL LAMINATE SIDES & T � �° � –�' �= FRONT EDGE TRIM) FIXED, PAINTED WOOD FRAM � r o CORNERS (SEE PROFILE DIMENSIONS) , .. _ BOTf OM OF PULL-OUT � �__ ___—__ ____ I M WITH 1�� CLEAR, LOW-E, 6 1�2n r N� N �02018 I N T E R I O R A R C H I T E C T S, INC., A CALIFOFNIA CORPORATION. T INSULATED GLASS, ARGON r � $" 1/4° SHIM / CAULK JOINT (AT 3 SIDES OF OPENING) ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL � GA5 FILLED U-0 27 PAINTED WOOD WINDOW FRAME WITH INSULATED - nNo uNPususHeo woaK oF THE AacHirecT, AND THE SAME MAY NOT STAINLESS STEEL CLADDING OVER I � • � r �= BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRIl7'EN CONSENT OF 3/4" CDX PLYWOOD OVER 1 X 4 1�2�� ; 3�4�� i 3�_p�� _ METAL LAMINATE PULL-OUTS WITH FULL- ("PELLA" ARCHITECT SERIES, GLASS (SEE SPECIFICATION) o w 1X PAINTED WOOD TRIM (AT 3 SIDES OF OPENING) THE ARCHITECT. HORIZ. FURRING STRIPS � _ – – – – – – – – – – – – – – – – – – – – , _ �;, EXTENSION DRAWER GLIDES ("ACCURIDE" NFRC CERTIFICATE #PEL- r, _ � DRIP FLASHING AT BOTTOM OF SIDING •� i i "' 3640A-26 OR EQUAL) -1 871-00001) WINDOW HEAD i WALL MOUNT GUIDE TRACK AT JAMB BEYOND 1/2" SHIM SPACE WITH CAULKING � SEE IYPICAL WALL SECTION FOR WALL HEAD r 1 CONSTRUCTION 2 X 4 BLOCKING 1�_g�� METAL LAMINATE DRAWER WITH LOCK AND VERTICAL 2 X 2 TRIM AT CORNER (MATCH SIDING) �,. FULL-EXTENSION DRAWER GLIDES ("ACCURIDE" N _ Drawn: Author Check: Checker Owner Approval: TYVEK WRAP OVER 1/2" DENSGLASS r i �, _ 3640A-18 OR EQUAL) � r GOLD SHEATHING OVER 2 X 6 FRAMING � � r � (3) 2 X 6 EACH SIDE OF OPENING __ __ ___ __ — • r _ . ... . . . .. r '_ i � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � (NOTE: HEADER BEAM BEARS ON (2) 2 X 6 POST) ` Job No: 21 BECU.0002.000 Scale: As indicatetl WRAP STAINLESS STEEL AROUND i i MATCHING METAL LAMINATE BASE -� �-�•��� ••- EDGE 0 - _ HORIZ. T& G SIDING ON VERTICAL FURRING STRIPS DRIP & UNDER OVERHANG TO CURB ' ' � , ` — — — — — — — — — — — — � COUNTER , � SEE TYPICAL WALL SECTION FOR WALL T 7 ' p ,a_ (OUTSIDE) _ CONSTRUCTION HORIZONTAL WOOD SIDING ON FURRING _• - CONCRETE FLOOR SLAB + T STRIPS 3 2 X 6 EACH SIDE OF OPENING � �a � " � - � 6 -51 /2 W.O. 2 � ) STEEL CHANNEL TRIM - � Q• � N . � . � OVER CONCRETE CURB �' , � _ , . .. , . _ , „ +I PAINTED 18 GA. METAL WINDOW TRIM ALL AROUND � � _ _ _ _ � � (NOTE: HEADER BEAM BEARS ON (2) 2 X 6 POST) _ . p -a - , , .a _ , -. 6-91/2 . WITH MITERED CORNERS (SEE PROFILE DIMENSIONS) z z _ "Q'dai '��d ;` ._ ` , b _` . d`=� i a d , 8' ��]II °.. ;° - �_d_ , ^ •d �� —�. . CONCRETE PAVEMENT -- � � °- d ,• a� . < .. , �° ; , p .- ; =, • ' � � _ - ° _ _ - °' , . , . R.O. � ; b , ;"a: d e� =-a �; . � 8 II' FACE OF WALL MOUNT GUIDE TRACK �• � o _ � ° � -<2'-01/2�� ` .` ' -. - , a , � � � � - `•• - < ' ° ';�F " � _ �a -�'�`� � .Y•^ -• a _Q,� , _Va_. - -. - �._� . = - Q- '�� � `°a-" a`a WINDOWJAMB(SILLSIMILAR) ' iXPAINTEDW00DTRIMWITHI/4"SHIMSPACE ������ '�� , .-a'a " - , • � °,', ., • -a : a-. _ . ., . . - _ . ;•aa•"a - - , . - �- • _ _ . , , _ ,- a ; . • .. .- ^ < . _ t .'- . �''a-' • ' . _ _ . . ., . _ - - . �• �, � _ ,� - . . . . . . • • - � � ROLL-DOWN DOOR - `Q ' JAMB � Ttle: :� 6 PASTRY DISPLAY CASE n WINDOW HEAD, SILL & JAMB 4 COUNTER SHUTfER HEAD & JAMB ,, ���. . 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" �� � � � '` �� Sheet: ■ "` � i; �� � �` . � � � � �; GENERAL REQUIREMENTS GOVERNING CODE: The design and construction of this project is governed by the 'lrrtemational Buikling Code (IBC)", 2012 Edition, hereafter referred to as the IBC, as adopted by the City of Tukwila, WA, understood to be the Authority Having Jurisdiction (AHJ). REFERENCE STANDARDS: Refer to Chapter 35 of 2012 IBC. Where other Standards are noted in the drawings, use the latest edition of the standard unless a specific date is indicated. Reference to a specific section in a code does not relieve the contractor from compliance with the entire standard. DEFINITIONS: The following definitions cover the meanings of certain terms used in these notes: "Archi�bect/Engineer" - The Architect of Record and the Structural Engineer of Record. •"Structural Engineer af Recflrd" (SER) - The structural engineer who is licensed to stamp & sign the structural documents for the project. The SER is responsible for the design of the Primary Structural System. •"Submit for review" - Submit to the ArchitectlEngineer for review prior to fabrication or construction. •"Per Plan" - Indicates references to the structural plans, elevations and structural general notes. •"Specialty Structural Engineer" (SSE) - A professional engineer (PE or SE), licensed in the State where the project is located, (typically not the SER), who performs specialty structural engi- neering services for selected specialty-engineered elements identified in the Contract Documents, and who has experience and training in the Specialty. Documents stamped and signed by the SSE shall be completed by or under the direct supervision of the SSE. •"Bidder-designed" - Companents of the structure that require the general contractor, sub- contractor, or supplier who is responsible for the design, fabrication and installation of specialty- engineered elements identified in the Contract Documents to retain the services of an SSE. Submit- tals of "Bidder-designed" elements shall be stamped and signed by the SSE. SPECIFICATIONS: Refer to the project specifications issued as part of the contract documents for information supplemental to these drawings. OTHER DRAWINGS: Refer to the architectural, mechanical, electrical, civil and plumbing drawings for additional information including but not limited to: dimensions, elevations, slopes, door and window open- ings, non-bearing walls, stairs, finishes, drains, waterproofing, railings, mechanical unit locations, and other nonstructural items. STRUCTURAL DETAILS: The structural drawings are intended to show the general character and extent of the project and are not intended ta show all details of the work. Use entire detail sheets and specific details referenced in the plans as "typical" wherever they apply. Similarly, use details on entire sheets with "typical" in the name wherever they apply. STRUCTURAL RESPtJNSIBILITIES: The structural engineer (SER) is responsible for the strength and stability of the primary structure in its completed form. COQRDINATION: The Cantractor is responsible for coordinating details and accuracy of the work; for con- firming and correlating all quantities and dimensions; for selecting fabrication proeesses; for techniques of assembly; and for performing work in a safe and secure manner. PRE-CONSTRUCTION MEETINGS: The Contractor is responsible for coordinating pre-construction meet- ings priorto commencing work. Pre-con meetings, scheduled approximately two weeks prior to the start of the relevant work, are required for the following phases of construction: Structural Steel, Cold-Formed Steel, Concrete, Demolition. Attendees for pre-construction meeting are to include contractor, relevant subcon- tractors, fabricators, inspectors, architect/engineer, and representative of the Authority Having Jurisdiction where required. Meeting agendas are to include review of the work scope, project schedule relevant to the work, contact information of responsible parties, inspection points, review of materials and any special cases or issues, procedures for clarifications if required, testing and acceptance, etc. MEANS. METHODS and SAFETY REQUIREMENTS: The cantractor is responsible for the means and methods of construction and all job related safety standards such as OSHA and DOSH (Department of Oc- cupational Safety and Health). Contractor is responsible to adhere to OSHA regulations regarding steel erection items specificatly addressed in the latest OSHA regulations. Bolting and field welding at all member connections is to be completed prior to the release of the member from the hoisting mechanism unless re- viewed and approved by the General Contractor's temporary bracing and shoring design engineer. BRACING/SHORING DESIGN ENGINEER: The contractor shall at his discretion employ an SSE, a regis- tered professional engineer for the design of any temporary bracing and shoring. TEMPORARY SHORING. BRACING: The contractor is responsible for the strength and stability of the struc- ture during construction and shall provide temporary shoring, bracing and other elements required to main- tain stability until the structure is complete. It is the contractor's responsibility to be familiar with the work re- quired in the construction documents and the requirements for executing it properly. CONSTRUCTION LOADS: Loads on the structure during construction shall nof exceed the design loads as noted in DESIGN CRITERIA & LOADS below or the capacity of partially completed constructinn as determined by the Contractor's SSE for Bracing/Shoring. CHANGES IN LOADING: The contractor has the responsibility to notify the SER of any architectural, me- chanical, electrical, or plumbing load imposed onto the structure that differs from, or that is not documented on the original Contract Documents (architectural / structural / mechanical / electrical or plumbing drawings). Provide documentation of location, load, size and anchorage of all undocumented loads in excess of 400 pounds. Provide marked-up structural plan indicating locations of any new equipment or loads. Submit plans to the Architect/Engineer for review prior to installation. NOTE PRIORITIES: Plan and detail notes and specific loading data provided on individual plans and detail drawings supplements information in the Structural General Notes. DISCREPANCIES: In case of discrepancies beiween the General Notes, Specifications, Plans/Details or Reference Standards, the Architect/Engineer shall determine which shall govern. Discrepancies shall be brought to the attention of the Architect/Engineer before proceeding with the work. Should any discrepancy be found in the Contract Documents, the Contractor will be deemed to have included in the price the most expensive way of completing the work, unless prior to the submission of the price, the Contractor asks for a decision from the Architect as to which shall govern. Accordingly, any conflict in or between the Contract Dacuments shall not be a basis for adjustment in the Contract Price. SITE VERIFICATION: The contractor shall verify all dimensions and conditions at the site. Conflicts between the drawings and actual site conditions shall be brought to the attention of the Architect/Engineer before proceeding with the work. ALTERNATES: Alternate products of similar strength, nature and form for specified items may be submitted with adequate technical documentation (proper test report, etc.) to the Architect/Engineer for re- view. Altemate materials that are submitted without adequate technical documentativn or that significantly deviate from the design intent of materials specified may be returned without review. Alternates that require substantial effort to review will not be reviewed unless authorized by the Owner. DESIGN CRITERIA AND LOADS OCCUPANCY: Risk Category of Building per 2012 IBC Table 1604.5 = II WIND DESIGN: MAIN WIND FORCE RESISTING SYSTEM Ultimate Design Wind Speed, Vu�T (MPH) 110 Exposure Category B Internal Pressure Coefficient Cpi =+/- 0.18 Topographic Factor Kzt= 1.0 Wind Analysis procedure used: Directional COMPONENT & CLADDING PRESSURES for DESIGN PSF (Ultimate) Wall Cladding, Typical Zone 13 Wall Cladding, Edge Zone within 3 feet of corners 20 Roof Cladding, Middle Zone 22, -20 (uplift) Roof Cladding, Edge Zone within 3 feet of edge 33, -30 (uplift) Roof Cladding, Comer Zone within 3 feet of corners 44, -60 (uplift) SEISMIC Seismic Design Category: SDC = D DESIGN: Basic Structural System Moment-Resisting Frame Seismic Force Resisting System Steel Ordinary Mo- ment Frame Response Modification Factor: R= 3.5 System Over strength Factor Omega = 3 Deflection Amplification Factor Cd = 3 Site Classification per IBC 1613.3.2 8� ASCE 7-10, Ch. 20 Sire Class = E Seismic Importance Factor per ASCE 7-10 Table 1.5-2 le = 1.0 Spectral Response Acceleration (Short Period) S$ = 1.497 Spectral Response Acceleration (1-Second Period) S� = 0.561 Spectral Design Response Coefficient (Short Period) SoS = 0.898 g Spectral Design Response Coefficient (1-Second Period) Sp, = 0.898 g Seismic response coefficient(s) Cs = 0.285 Base shear governed by: Seismic Seismic Analysis procedure used: Equivalent Lateral Force (ELF) SNOW LOAD: ��� Flat Roof Snow Load, (PSF) p,= 25 �2� Snow Drift Loading required by Authority Having Jurisdiction? No Snow Load Importance Factor I 8= �.� (3) 1) Snow Load is un-reducible and includes 5 psf rain-on-snow surcharge where ground snow load is greater than zero and 20 psf or less per ASCE 7-10 Section 7.10. 2) Snow Load based on WABO/SEAW White Paper in Low-Lying Puget Sound Basin, ASCE Fig 7-1. 3) Snow Load Importance Factor per ASCE 7-10 Table 1.5-2. DESIGN LIVE AREA LIVE LOADS REMARKS � FOOT- LOADS (PSFI UNO NOTES Handrails 8� Pedestrian Guardrails 50 PLF or (4) 200 LB Stairs & Exits 100 PSF or Stair treads per note 300 LB (2) Parking Garage - Passenger Vehicles only 40 3000 Ib wheel (3) Mechanical Rooms 150 Light Storage Area 125 (1) Top rail shall be designed to resist 50 PLF line load or 200 Ib point load applied in any direction at any point. Intermediate rails (all those except the handrail), balusters and panel fillers shall be designed to withstand a horizontally applied normal load of 50 LB on an area not to exceed 1 ft square. These three loads are to be considered separately with worst case used for design. (2} Place 300 Ib concentrated load over 2"x2" area at any point to produce maximum stress. Area load and concentrated load are to be considered separately with worst case used for design. (3} Apply concentrated wheel load over 4-1/2"x4-1/2" square area. SUBMITTALS SUBMIT FOR REVIEW: SUBMITTALS of shop drawings, and product data and mill tests are required for items noted in the individual materials sections and for bidder designed elements. SUBMITTAL REVIEW PERIOD: Submittals shall be made in time to provide a minimum of TWO WEEKS or 10 WORKING DAYS for review by the Architect/Engineer prior to the onset of fabrication. GENERAL CONTRACTOR'S PRIOR REVIEW: Prior to submission to the Architect/Engineer, the Contractor shall review the submittal for completeness. Dimensions and quantities are not reviewed by the SER, and therefore, must be verified 6y the General Contractor. Contractor shall provide any necessary dimensional details requested by the Detailer and provide the Contractor's review stamp and signature before forwarding to the Architect/Engineer. SHOP DRAWIMG REVIEW: Once the contractor has completed his review, the SER will review the submittal for general conformance with the design concept and the contract documents of the building and will stamp the submittal accordingly. Markings or comments shall not be construed as relieving the contrac- tor from compliance with the project plans and specifications, nor departures there from. The SER will return submittals in the form they are submitted in (either hard copy or electronic). For hard copy submittals, the contractor is responsible for submitting the required number of copies to the SER for review. SHOP DRAWING DEVIATIONS: When shop drawings (component design drawings) differ from or add to the raquirements of the structural drawings they shall be designed and stamped by the responsible SSE. DEFERRED SUBMITTALS BIDDER-DESIGNED ELEMENTS Submit "Bidder-Designed" deferred submittals to the Architect and SER for review. The deferred submittals shall also be submitted to the city for approval, if required by the city. Design of prefabricated, "bidder designed", manufactured, pre-engineered, or other fabricated products shall be comply with the following requi��ements: 1) Design considers tributary dead, live, wind and earthquake loads in combinations required by I BC. 2) Design within the Deflection Limits noted herein and as specified or referenced in the IBC. 3) Design shall conform to the specifications and reference standards of the governing code. 4) Submittal shall include: a. Calculations prepared, stamped and signed by the SSE demonstrating code conform- ance. b. Enqineered component design drawings are prepared, stamped and signed by the SSE. c. Product data, technical information and manufacturer's written requirements and Agency approvals as applicable. d. SSE may submit to the Architect/Engineer, a request to utilize relevant alternate design criteria of similar nature and generally equivalency which is recognized by the Code and acceptable to the Authority Having Jurisdiction. Submit adequate documentation of de- sign. DEFLECTION VERTICAL LIMIT LIMITS: Floor Members, Total Load (TL) uno L/ 240 Floor Live Load (LL) uno L/ 360 Operable Partition Support Members L/ 600 or %4' maximum HORIZONTAL LIMIT and FOOTNOTE Members Supporting Brittle Finishes L/ 240 (1) Members Supporting Flexible Finishes L/ 180 (1) (1) Wind Load is reducible to 0.7 times the Component and Cladding Loads per Table 1604.3 footnote f. GENERAL CONTRACTOR'S PRIOR REVIEW: Once the contractor has completed his review of the SSE component drawings, the SER will review the submittal for general conformance with the design of the build- ing and will stamp the submittal accordingly. Review of the Specialty Structural Engineer's {SSE) shop draw- ings (component design drawings) is for compliance with design criteria and compatibility with the design of the primary structure and does not relieve the SSE of responsibility for that design. All necessary bracing, ties, anchorage, proprietary products shall be furnished and installed per manufacturer's instructions or the SSE's design drawings and calculations. These elements include but are not limited to: Handrails, Guardrails and Balcony Rail Anchorages • Metal Deck Edge Forms • Mechanical, Electrical, Plumbing & Sprinkler Hanger Plans • Temporary Shoring Systems • Space Frames (Unistrut) • Cold-formed Metal Studs - Framing Interior Walls including Partial Height • Cold-formed Metal Studs & Joists Framing Overhead Soffits INSPECTIONS. QUALITY ASSURANCE VERIFfCAT10NS AND TEST REQUIREMENTS INSPECTIONS: Foundations, footings, under slab systems and framing are subject to inspection by the Building Official in accordance with IBC 110.3. Contractor shall coordinate all required inspections with the Building Official. SPECIAL INSPECTIONS. VERIFICATIONS and TESTS: Special Inspections, Verifications and Testing shall be done in accordance with IBC Chapter 17 and the STATEMENT OF SPECIAL INSPECTIONS herein per IBC Sections 1704 and 1705, including 1705.11 for seismic resistance for projects in Seismic Design Categories C, D, E and F as applicable. SPECIAL INSPECTION AGENCY and SPECIAL INSPECTORS: Owner shall retain a WABO accredited Special Inspections agency to provide Special Inspections for the project. Special Inspectors shall be quali- fied persons per IBC 1704.2.1. STATEMENT OF SPECIAL INSPECTIONS. Special Inspections and Testing per IBC Sections 1704 and 1705 are required for the following: FABRICATION SHOP INSPECTION: Where off-site Fabrication of gravity LOAD BEARING MEMBERS & ASSEMBLIES is performed, Special Inspector shall verify that the fabricator complies with IBC 1704.2.5 SOILS 8� FOUNDATION CONSTRUCTION per IBC Section 1705.6 • Periodic inspection of soils earthwork per Table 1705.6 is required for: o Footing soil bearing surtaces prior to placing any reinforcing steel o Excavation depth and bearing layer prior to placing any reinforcing steel. o Compacted fill material classification. o Subgrade preparation prior to filling. • Continuous inspection per Table(s) 1705.6, 1705.7 and 1705.8 required for: o Filling operations to satisfy requirements of IBC Table 1705.6 and the geotechnical report listed under SOILS & FOUNDATlONS section. o Compacted fill density testing of each lift, proper lift thickness and material classification. o Driving and testing of Deep Foundations - STEEL PIPE piles per IBC Section 8� Table 1705.7 and 1808. o Installation of Cast-in-Place Deep Foundations - AUGERCAST Piles, Drilled, Cased 8� Un- cased, Cast-in-place Piers/Caisson per IBC Section & Table 1705.8 and IBC Section 18.10.4.8 & IBC 1705.3 for concrete testing. CONCRETE CONSTRUCTION per IBC Section 1705.3 and Table 1705.3 including: • Periodic inspection required for: o Size & placement of all reinforcing steel prior to the pour. o Placement clearances around reinforcing steel at embedded conduit. o Placing & size of cast-in-place bolts and embedded fabrications prior to the pour. o Shape, locati�n & dimensions of inembers formed. o Use of the required design concrete mix. o Maintenance of specified curing temperature and techniques. o Verification of in-situ concrete strength prior to removal of shores and forms from beams and structural slabs. • Continuous inspection required during the: o Placing of reinforced cancrete, including concrete on metal deck for proper application tech- niques. o Placing of concrete around cast-in-place bolts and embeds. o Sampling of fresh concrete. o Determinations of slump, air content and temperature. o Grouting operation of post-installed bolts or rebar dowels. STRUCTURAL STEEL per IBC 1704.2.5.1 A qualified Special Inspector of an °approved agency" providing Quality Assurance (QA) Special Inspec- tions for the project shall review and confirm the Fabricator and Erector's Quality Control (QC) proce- dures for completeness and adequacy relative to AISG 360-10 Chapter N, the AISC 303 Code of 5tand- ard Practice, AWS D1.1-2010 Structural Welding Code, and 2012 IBC code requirements for the fabrica- tor's scope of work. Waiver of Special Inspection - Fabricator Approval Verification per IBC Section 1704.2.5.2: Spe- cial Inspections at the Shop may be waived where Fabricator has been audited for Quality Control by an approved inspection agency and is currently registered or otherwise accepted by the Authority Having Jurisdiction (AHJ) per IBC 1704.2.5.2 to pertorm both Quality Control (QC) and Quality Assurance (QA) inspections. Fabricator is approved to perform fabrication without Special Inspections and shall at the completion of fabrication provide a"Certificate of Compliance" to the Authority Having Jurisdiction stating that the work was pertormed in accordance with the approved Construction Documents. o QA Agency providing Special Inspections shall provide personnel rneeting the minimum qualification requirements for Inspection and Nondestructive Testing NDT per AISC 360-10 Section N4. o Verify Fabricator and Erector Quality Control Program per AISC 360-10 Section N2. o Visual Welding Inspection of welds by both QC and QA personnel shall be per tables listed in AISC 36U Section N5. o Inspection Tasks for Welding ■ Prior to Welding per AISC 360-14 Table N5.4-1. ■ During Welding per AISC 360-10 Table N5.4-2. ■ After Welding per AISC 360-10 Table N5.4-3. o Nondestructive Testing (NDT) of welds: ■ Non-Destructive Testing (NDT) of welded joints per AISC 36�-10 N.5. ■ Risk Category for determination of extent of NDT per AISC 360 N5.5b is noted in the Design Criteria and Loads section of these General Requirements. ■ NDT pertormed shall be documented and reports shalf identify the tested weld by piece mark and location in the piece. ■ For field work, the NDT report shall identify the tested weld by location in the struc- ture, piece mark and location in the piece. o Inspection Tasks for Bolting per AISC 360-10 Section N5.6 ■ Prior to Bolting per AISC 360-10 Table N5.6-1. Not required for snug-tight joints. ■ During Bolting per AISC 360-1 d Table N5.6-2. Not required for snug-tight joints. ■ After Bolting per AISC 360-10 Table N5.6-3. o Additional Inspection tasks per AISC 360-10 Section N5.7. o Inspection for Composite Construction shall be done per AISC 360-10 Section N6. COLD-FORMED STEEL per IBC Section 1707.4 shall be done in accordance with the following require- ments • Periodic inspection required for Verification during/of: o Welding of all elements of the seismic-force resisting system in accordance with IBC Sec 1705.11.3. o Screw attachment, bolting, anchoring, and other fastening af components within the seismic force resisting system, including struts, braces, hold-downs, diaphragms and shear walls. o Periodic spot check inspections (minimum of 30 perr.errt) for the following: ■ Member material, size, and coating. ■ Alignment, placement, condition of inembers shall meet the requirements of the "Erection and Tolerances" section below. ■ Wall stud bridging and strongback installation. ■ Connections: screw & bolt size and spacing, welding operations and size • Where off-site prefabrication of assemblies occurs, Special Inspector shall review the Fabrication shop's Quality Control procedures for completeness and adequacy relative to AISI Code o€ Standard Practice, AWS D1.3 Structural Welding Code - Sheet Steel and 2012 IBC 1704.2.5 code requirements for the fabricator's scope of work. EMBEDDED ITEMS: Position and secure in place expansion joint material, anchors and other structural and non-structural embedded items before placing concrete. Contractor shall refer to mechanical, electrical, plumbing and architectural drawings and coordinate other embedded items. SOILS AND FOUNDATIONS REFERENCE STANDARDS: Conform to IBC Chapter 18 "Soils and Foundations.° GEOTECHNICAL REPORT: Recommendations contained in Foundation Recommendations for BECU at Tukwila Financial Center by The Riley Group, Inc. dated June 30, 2015 were used for design. CONTRACTOR'S RESPONSIBILITIES: Contraetor shall be responsible to review the Geotechnical Report and shall follow the recommendations specified therein including, but not limited to, subgrade preparations, pile installation procedures, ground water management and steep slope Best Management Practices." GEOTECHNICAL SUBGRADE INSPECTION: The Geotechnical Engineer shal{ inspect all sub-grades and prepared soil bearing surfaces, prior to placement of foundation reinforcing steel and concrete. Geotechnical Engineers shall provide a letter to the owner stating that soils are adequate to support the "Allowable Foun- dation Bearing Pressure(s)" shown below. [Assumed values shall be field verified by the Building Official or the Geotechnical Engineer prior to placing concrete.] DESIGN SOIL VALUES: Allowable Foundation Bearing Pressure ........................... 1000 PSF - Structural Fill at Kiosk FOUNDATIONS and FOOTINGS: Foundations shall bear on piles per the geotechnical report. FOOTING DEPTH: Tops of footings shall be as shown on plans with vertical changes as indicated with steps in the footings; locations of steps shown as approximate and shall be coordinated with the civil grading plans to ensure that the exterior perimeter footings bear no less than 18 inches below finish grade, or as oth- erwise indicated by the geotechnical engineer or building official. SLABS-ON-GRADE: All slabs-on-grade shall bear on compacted structuraf fill or competent native soil per the geotechnical report. All moisture sensitive slabs-on-grade or those subject to receive moisture sensitive coatings/covering shall be provided with an appropriate capillary break and vapor barrier/retardant over the subgrade prepared and installed as noted in the geotechnical report, barrier manufacturer's written recom- mendations and coordinated with the finishes specified by the Architect. CAPACITY: Pile capacities shall be as indicated on the drawings. 12 kips Vertical/ 1 kip Lateral for 3 inch diameter with embedment per geotechnical engineer in to the bearing layer. CAST-IN-PLACE CONCRETE REFERENCE STANDARDS: Conform to: (1) ACI 301-10 "Speciflcations for Structural Concrete" (2) IBC Chapter 19 "Concrete" (3) ACI 318-11/318R-11 "Building Code Requirements for Structural Concrete" (4) ACI 117-10 °Specifications for Tolerances for Concrete Construction and Materials" FIELD REFERENCE: The contractor shall keep a copy of ACI Field Reference manual, SP-15, "Standard Specifications for Structural Concrete (ACI 301) with Selected ACI and ASTM References." CONCRETE MIXTURES: Conform to ACI 301 Section 4"Concrete Mixtures" and IBC Section 1904.3. MATERIALS: Conform to ACI 301 Section 4.2.1 "Materials" for requirements for cementitious materials, ag- gregates, mixing water and admixtures. SUBMITf'AL5: Provide all submittals required by ACI 301 Section 4.1.2. Submit mix designs for each mix in the table below. Substantiating strength results from past tests shall not be older than 24 months per ACI 318 Section 5.3. TABLE OF MIX DESIGN REQUIREMENTS Member Strength Test Age Maximum Exposure Max W/ Air Con- Notes Type/Location Pc (psi) (days) Aggregate Class C Ratio fent (1 to 8 Typical UNO) Foundations and Footings 4000 28 1" - - - - Slabs on Grade 3000 28 1" - 0.45 - Table of Mix Design Requirements Notes: (1) W/C Ratio: Water�ementitious material ratios shall be based on the total weight of cementitious ma- terials. Maximum ratios are controlled by strength noted in the Table of Mix Design Requirements and durability requirements given in ACI 318 Section 4.3. (2) Cementitious Materials: a. The use of fly ash, other pozzolans, silica fume, or slag shall conform to ACI 318 Sections 4.3.1 and 4.4.2. Maximum amount of fly ash shall be 25% of total cementitious content unless re- viewed and approved otherwise by SER. b. For concrete used in elevated floors minim - , um cementitious materials content shall conform to ACI 301 Table 4.2.2.1. Acceptance of lower cement contenf is contingent on providing support- ing data to the SER for review and acceptance. c. Cementitious materials shall conform to the relevant ASTM standards listed in ACI 318 Section 3.2.1. �- � ' '� � e �� �� � y 4` � � �n��n�e��� 818 Stewart Street, Suite 1000 Seattle, Washington 98101 P: (206) 332-1900 www,dci-engineers.com CIVIL / STRUCTIJRAL � Copyright 06/2016 D�Amato Conversano Inc. All Rights Reserved This documenl;. ond the ideas and designs� moy nat be reused, in whole ar in port, wilhoul wrilten permissian from D�Amato Conversano Inc. D'Amato Conversono Inc. disclaims any responsibilily for its unaulhorized� use, f� �, ;, 1 � ' � � ,� - ■ � L��o ������� V�. Tlrl�(W1�a, �/� �81 �8 � vE jEWf�D FOR co�� co�►p��Acvc� �������� AUG 2 9 2016 Cil�/ O� �4.l�tVNl�c'Y �111L�{�� �IVISION � � N C mw r U m 0 N � �� o� �� �o N � o� �� �� � �L 0 U c m � � U e y s; m� a� w� �a � 0 � 2 � �o .� s= _� o, �� =o ma � a s" m o .� .N � � y m y U �m ms �ms a� o"= � �U �:_ � m' U C W �� � m� W� N p � U �c •o O �m N ; LL �� Delta Issue Nr. Description Date 14 EXTERIOR ISSUE FOR PERMIT 06.21.2016 Drawn: SW Check: TK Owner Approval: Job No:16011-0143 Scale: AS NOTED ��G� CI7P'� �� ����. r'����� � � �, �. � �� S1'R�JC1'U F�i4L ��.:� �'��n�ir �E�T� GE ERi4L Oi'ES F Title: � Sheet: ■ (3} Air Content: Conform to ACI 318 Section 4.4.1. Minimum standards for exposure class are noted in the table. If freezing and thawing class is not noted, air content given is that required by the SER. Concrete surfaces in contact with the soil require entrained air. Tolerance is t1 '/%. Air content shall be measured at point of placement. (4) Aggregates shall conform to ASTM C33. (5) Slump: Conform to ACI 301 Section 4.2.2.2. Slump shall be determined at point of placement. (6) Chloride Content: Conform to ACI 318 Section 4.3.1. (7) Non- chloride accelerator: Non-chloride accelerating admixture may be used in concrete placed at am- bient temperatures below 50°F at the contractor's option. (8) ACI 318, Section 4.2.1 exposure classes shall be assumed to be F0, S0, P0, and CO unless different exposure classes are listed in the Table of Mix Design Requirements that modify these base require- ments. FORMWORK & RESHORING: Conform to ACI 301 Section 2"Formwork and Form Accessories." Removal of Forms shall conform to Section 2.3.2 except strength indicated in Section 2.32.5 shall be 0.75 f c. MEASURING, MIXING, AND DELIVERY: Conform to ACI 301 Section 4.3. HANDLING PLACING CONSTRUCTING AND CURING: Conform to ACI 301 Section 5. In addition, hot weather concreting shall conform to ACI 305.1-06 and cold weather concreting shall conform to ACI 306.1- 90. CONSTRUCTION JOINTS: Conform to ACI 301 Sections. 2.2.2.5, 5.2.2.1 and 5.3.2.6. Construction joints shall be located and detailed as on the construction drawings. Submit alternate locations per ACI 301 Sec- tion 5.1.2.3a for review and appraval by the SER finro weeks minimum prior to forming. Use of an acceptable adhesive, surface retardant, portland cement grout or roughening the surface is not required unless specifi- cally noted on the drawings. EMBEDDED ITEMS: Position and secure in place expansion joint material, anchors and other structural and non-structural embedded items before placing concrete. Contractor shall refer to mechanical, electrical, plumbing and architectural drawings and coordinate other embedded items. GROUT: Use 7000 psi non-shrink grout under column base plates. GROUT: Consult BASF Building Systems Product Catalog for description of grouts listed below. (1) Bearing Plates and Equipment. Use BASF MASTERFLOW 555 Grout. (2) Special Equipment Base Plates. Where noted on the plans, use BASF EMBECO 885 GROUT, or BASF MASTERFLOW 648 CP Plus epoxy grout. GROUTED REBAR: See Post-Installed Anchors to Concrete. POST-INSTALLED ANCHORS to CONCRETE: Anchor location, type, diameter and embedment shall be as indicated on drawings. Reference the POST tNSTALLED ANCHORS section for applicable Post-Installed Anchor Adhesives. Anchors shall be installed and inspected in strict accordance with the applicable ICC- Evaluation Service Report (ESR). Special inspection shall be per the TESTS and INSPECTIONS section. TOPPING SLABS: Conform to ACI 301 and the recommendations of ACI 302.1 R-04"Guide For Concrete Floor and Slab Construction" for Class 3{bonded topping floors. Caution: Bonding of two-course floors is a highly critical operation requiring extra care by the contractor. Strict compliance with the concrete mix re- quirements, especially the water-cement r�tio and slump is critical. When a bonding agent is specified, con- form strictly to the manufacturer's instructions for use and for all special surface preparations required. BONDING AGENT: Use BASF Concresive Liquid (LPL). Apply in accordance with manufacturer's instruc- tions. JOINT COMPOUND: Provide acid resistant silicone caulk where noted on the drawings. Submit product data for review. LEAN CONCRETE BACKFILL: Conform to recommendations of ACI 229R-99 "Controlled Low Strength Ma- terials (CLSM)" far mixing and placing lean concrete backfill shown on the drawings. Use 100 psi mix for backfill not under footings. Use 300 psi mix for backfill below footings. Use standard slump test to verify flow ability. Test in accordance with ASTM D 4832-10 "Standard Test Method for Preparation and Testing of Controlled Low Strength Material (CLSM) Test Cylinders." �. SHRINKAGE: Conventional and post-tensioned concrete slabs will continue to shrink after initial placement _ and stressing of concrete. Contractor and subcontractor shall coordinate jointing and interior material finish- �es to provide adequate tolerance for expected structural frame shrinkage and shall include, but not be limited - to: curtain wall, dryvit, storefront, skylight, floor finish, and ceiling suppliers. Contact Engineer for expected _ range of shrinkage. FLOOR FINISHES: The contractor must provide and correctly install an isolation membrane and properly detailed expansion joints to help minimize cracking of finishes with cementitious setting beds or finish proper- ties (tile, stone, terrazzo, concrete topping, etc). The expansion joints shall be sized for an expected short- ening movement of 0.01 inches per foot. STRENGTH TESTING AND ACCEPTANCE: Testin4: Obtain samples and conduct tests in accordance with ACI 301 Section 1.6.3.2. Additional sam- ples may be required to obtain concrete strengths at alternate intervals than shown below. • Cure 4 cylinde�s for 28-day test age, test 1 cylinder at 7 days, test 2 cylinders at 28 days, and hold 1 cylinder in reserve for use as the Engineer directs. After 56 days, unless notified by the Engineer to the contrary, the reserve cylinder may be discarded without being tested for specimens meeting 28-day strength requirements. • The number of cylinders indicated above reference 6 by 12 in cylinders. If 4 by 8 in cylinders are to be used, additional cylinders must be cured for testing of 3 cylinders at test age per the table of mix design requirements. Acceptance. Strength is satisfactory when: (1) The averages of all sets of 3 consecutive tests equal or exceed the specified strength. (2) No individual test falls below the specified strength by more than 500 psi. A"test" for acceptance is the average strength of two 6 by 12 in. cylinders or three 4 by 8 in. cylin- ders tested at the specified test age. CONCRETE PLACEMENT TOLERANCE: Conform to ACI 117-10 for concrete placement tolerance. OVER-FRAflAflING / STRUCTURAL F4AM FILL / RIGID INSULQTIC?N FOAM FILL: Structural foam fill / rigid insulation as shown on the drawings shall be InsulFoam GF; by Insul- Foam LLC Engineered EPS, Type ASTM D6817, or approved equal. Provide in locations and thicknesses indicated on plans. Minimum Required Foam Properties are: Foam Type, InsufFoam EPS19; Density, 1.15 pcf; Compressive Resistance, 5.8 psi {at 1% deformation), 13.1 psi (at 5% deformation), and 16.0 psi (at 10% deformation). CONCRETE REINFORCEiIAENT REFERENCE STANDARDS: Conform to: (1) AC1 301-10 "Standard Specifications for Structural Concrete", Section 3"Reinforcement and Rein- forcement Supports." (2) ACI SP-66-04 "ACI Detailing Manual" including ACI 315-99 "Details and Detailing of Concrete Rein- forcement." (3) CRSI MSP-09, 28th Edition, "Manual of Standard Practice." (4) ANSI/AWS D1.4 "Structural Welding Code - Reinforcing Steel." (5) IBC Chapter 19-Concrete. (6) ACI 318-11 "Building Code Requirements for Structural Concrete." (7) ACI 117-10 "Specifications for Tolerances for Concrete Construction and Materials" SUBMITTALS: Conform to ACI 301 Section 3.1.1 "Submittals, data and drawings." Submit placing drawings showing fabrication dimensions and locations for placement of reinforcement and reinforcement supports. ¢ - � ' o � N M N MATERIALS: Reinforcing Bars .................................................. ASTM A615, Grade 60, deformed bars. Weldable Reinforcing Bars .................................. ASTM A706, Grade 60, deformed bars. Smooth Welded Wire Fabric ................................ASTM A185 Deformed Welded Wire Fabric ............................. ASTM A497 Bar Supports ........................................................ CRSI MSP-09, Chapter 3"Bar Supports." Tie Wire ................................................................16 gage or heavier, black annealed. Headed Deformed Bars ....................................... ASTM A970 FABRICATION: Conform to ACI 301, Section 3.2.2. "Fabrication", and ACI SP-66 "ACI Detailing Manual." WELDING: Bars shall not be welded unless authorized. When authorized, conform to ACI 301, Section 3.2.2.2. "Welding", AWS D1.4, and provide ASTM A706, grade 60 reinforcement. PLACING: Conform to ACI 3d1, Section 3.3.2 "Placement." Placing tolerances shall conform to ACI 117. CONCRETE COVER: Conform to the following cover requirements unless noted otherwise in the drawings. Concrete cast against earth ................................. 3" Concrete exposed to earth or weather ................ 2" Ties in columns and beams .................................1 '/2" � Bars in slabs ......................................................... g/4' Barsin walls .........................................................�/.., Exterior bars in Tilt-up Panels ..............................1" SPLICES: Conform to ACI 301, Section 3.3.2.7, "Splices". Refer to "Typical Lap Splice and Development Length Schedule" for typical reinforcement splices. Splices indicated on individual sheets shall control over the schedule. Mechanical connections may be used when approved by the SER. FIELD BENDING: Conform to ACI 301 Section 3.3.2.8. "Field Bending or Straightening." Bar sizes #3 through #5 may be field bent cold the first time. Other bars require preheating. Do not twist bars. Bars shall not be bent past 45 degrees. TYPICAL CONCRETE REINFORCEMENT: Unless noted on the plans, concrete walls shall have the follow- ing minimum reinforcement. Contractor shall confirm minimum reinforcement of walls with SER prior to re- bar fabrication. TABLE of MINIMUM CONCRETE WALL REINFORCING Wall Thickness HORIZONTAL Bars VERTICAL Bars Location 6" #4 @ 12" OC #4 @ 12" OC center in wall $" #5 @ 12" OC #5 @ 12" OC center in wall 10" #4 @ 16" OC EF #4 @ 16" OC EF EF = each face 12" #4 @ 12" OC EF #4 @ 12" OC EF EF = each face POST-INSTALLED ANCHORS (INTO CONCRETE AND MASONRY) REFERENCE STANDARDS: Conform to: 1) IBC Chapter 19 "Concrete" 2) ACI 318-11 "Building Code Requirements for Structural Concrete" 3) IBC Chapter 21 "Masonry" 4) ACI 530-11/ASCE 5-11/TMS402-11 "Building Code Requirements for Masonry Structures" POST-INSTALLED ANCHORS: Install only where specifically shown in the details or allowed by SER. All post-lnstalled anchors types and locations shall be approved by the SER and shall have a current ICC- Evaluation Service Report that provides relevant design values necessary to validate the available strength exceeds the required strength. Submit current manufacturer's data and ICC ESR report to SER for approvaf regardless of whether or not it is a pre-approved anchor. Anchors shall be installed in strict accordance to ICC-ESR and manufacturer's instructions. No reinforcing bars shall be damaged during installation of post- installed anchors. Special inspection shall be per the TESTS and INSPECTIONS section. Anchor type, di- ameter and embedment shall be as indicated on drawings. 1. ADHESIVE ANCHORS: The following Adhesive-type anchoring systems have been used in the design and shall be used for anchorage to CONCRETE as applicable and in accordance with corresponding current ICC ESR report. Drilled-in anchor embedment lengths shall be as shown on drawings, or not less than 7 times the anchor nominal diameter (7D). a. HILTI "HIT-HY 200" – ICC ESR-3187 for anchorage to CONCRETE with embedment depth less than or equal to 20 bar diameters b. HILTI "HIT-RE 500 SD" – IC(' ESR-2322 for anchorage to CONCRETE with any embed- ment depth c. SIMPSON "SET-XP" – ICC ESR 2508 for anchorage to CONCRETE d. POWERS "PE1000" – ICC ESR-2583 for anchorage to CONCRETE 2. EXPANSION ANCHORS: The following Expansion type anchors are pre-approved for anchor- age to CONCRETE or MASONRY in accordance with corresponding current ICC ESR report: a. HILTI "KWIK BOLT TZ" – ICC ESR-1917 for CONCRETE Only b. SIMPSON "STRONG-BOLT 2" – ICC ESR-3037 for CONCRETE Only c. POWERS "POWER-STUD + SD1" – ICC ESR-2818 for CONCRETE Only 3. SCREW ANCHORS: The following Screw type anchor is pre-approved for anchorage to CON- CRETE or MASONRY in accordance with corresponding current ICC ESR report: a. SIMPSON "TITEN HD" – ICC ESR-2713 for CONCRETE Only b. POWERS "WEDGE-BOLT +" – ICC ESR-2526 for CONCRETE Only c. POWERS "SNAKE" – ICC ESR-2272 for anchorage to CONCRETE Only d. HILTI "HUS-EZ" – ICC ESR-3027 for anchorage to CONCRETE Only STRUCTURAL STEEL REFERENCE STANDARDS: Conform to: 1) IBC Chapter 22 – "Steel" 2) ANSI/AISC 303-10 –"Code of Standard Practice for Steel Buildings & Bridges" 3) ANSI/AISC 325-10 –"Steel Construction Manual" 4) ANSI/AISC 360-10 –"Specification for Structural Steel Buildings" 5) AWS D1.1:2010 –"Structural Welding Code – Steel" 6) 2009 RCSC –"Specification for Structural Joints using High-Strength Bolts" SUBMITTALS: Submit the following documents to the SER for review: (1) SHOP DRt1WINGS complying with AISC 360 Sections M1and N3 and AISC 303 Section 4. (2) ERECTION DRAWINGS complying AISC 360 Sections M1and N3 and AISC 303 Section 4. Make copies of the following documents "Available upon Request" to the SER or Owner's Inspection Agency in electronic or printed form prior to fabrication per AISC 360 Section N3.2 requirements: (1) Fabricator's written Qualitv Control Manual that includes, as a minimum: a. Material Control Procedures b. Inspection Procedures c. Non-conformance Procedures (2) Steel & Anchor Rod suppliers' Material Test Reports (MTR's) indicating the compliance with specifi- cations. (3) Fastener manufacturer's Certification documenting conformance with the specification. (4) Filler metal manufacturer's product data for SMAW, FCAW and GMAW indicating: a. Product specification compliance b. Recommended welding parameters c. Recommended storage and exposure requirements including baking d. Limitations of use (5) Welded Headed (Shear) Stud Anchors Manufacturer's certification indicating the meet specifications. (6) Wefd Procedure Specifications (WPS's) for shop and field welding. (7) Manufacturer's Certificates of Conformance for electrodes, fluxes and gases (welding consumables). (8) Procedure Qualification Records (PQR's) for WPS's that are not prequalified in accordance with AWS. (9) Welding personnel Pertormance Qualification Records (WPQR) and continuity records conforming to AWS standards and WABO standards as applicable for Washington State projects. MATERIALS: Structural steel materials shall conform to materials and requirements listed in AISC 360 section A3 includ- ing, but not limited to: Wide Flange (W), Tee (WT) Shapes ....................ASTM A992 Fy = 50 ksi Structural (S), (M) &(HP) Shapes ........................ASTM A36, Fy = 36 ksi Channel (C) & Angle (L) Shapes ..........................ASTM A36, Fy = 36 ksi Structural Plate (PL) .............................................ASTM A36, Fy = 36 ksi High Strength Plate (Gr 50 PL) ............................ASTM A572, Fy = 50 ksi Hollow Structural Section – Square/Rect (HSS) ..ASTM A50Q, Grade B Fy = 46 ksi Structural Pipe, (PIPE) 12" dia and Iess ..............ASTM A53, Grade B Fy = 35 ksi Hollow Structural Section – Rcund (HSS)............ASTM A500, Grade B Fy = 42 ksi High Strength, Heavy Hex Structural Bolts ..........ASTM A325/F1852, Type 1 or 3, Plain Heavy Hex Nuts ...................................................ASTM A563, Grade and Finish per RCSC Table 2.1 Washers (Hardened Flat or Beveled) ...................ASTM F436, Grade and Finish per RCSC Table 2.1 Anchor Rods (Anchor Bolts, tyoical) ....................ASTM F1554, Gr. 36 Anchor Rods (High Strength) ...............................ASTM F1554, Gr. 55 (weldable) per Supplement S1 Mild Threaded Rods ............................................ASTM A36, Fy = 36 ksi Welded Headed (shear) Stud Anchors ................ASTM A108 – NeIsoNTRW S3L Welded Headed Stud (WHS) Anchors .................ASTM A108 – Nelson/TRW H4L Dowel Bar Anchors (DBA) ...................................ASTM A496 – Nelson/TRW D2L, Fy = 70 ksi ANCHORAGE to CONCRETE: 1) SHEAR STUDS on STEEL BEAMS for COMPOSITE CONSTRUCTION: Headed Shear Studs welded to tops of Wide Flange Beams, shall be 3/4" diameter WHS with nominal stud lengths as indicated. Unless noted otherwise, provide minimum shear stud height equal to the (metal deck depth + 1%2") and a maxirnum shear stud height that allows for'/2" of concrete cover over the stud. 2) EMBEDDED STEEL PLATES for Anchorage to Concrete: Plates (PL) embedded in concrete with studs (WHS) or dowel bar anchors (DBA) shall be of the sizes and lengths as indicated on the plans with minimum 1/2" dia. WHS x 6" long but provide not less than'/" interior cover or 1'/2" exterior cover to the opposite face of concrete, unless noted otherwise. 3) COLUMN ANCHOR RODS and BASE PLATES: All columns (vertical member assemblies weighing over 300 pounds) shall be provided with a minim�an of four e/<" diameter anchor rods. Column base plates shall be at least s/" thick, unless noted otherwise. Cast-in-place anchor rods shall be provided unless otherwise approved by the Engineer. Unless noted otherwise, embedment of cast-in-place anchor rods shall be 12 times the anchor diameter (12D). FABRICATION: 1) Conform to AISC 360 Section M2 "Fabrication" and AISC 303 Section 6"Shop Fabrication". 2) Quality Control (QC) shall conform to: a. AISC 360 Chapter N"Quality Control and Quality Assurance" and b. AISC 303 Section 8"Quality Control". c. Fabricator and Erector shall establish and maintain written Quality Control (QC) procedures per AISC 360 section N3. d. Fabricator shall perform self-inspections per AISC 360 section N5 to ensure that their work is perFormed in accordance with Code of Standard Practice, the AISC Specification, Con- tract Documents and the Applicable Building Code. e. QC inspections may be coordinated with Quality Assurance inspections per Section N5.3 where fabricators QA procedures provide the necessary basis for material control, inspec- tion, and control of the workmanship expected by the Special Inspector. WELDING: 1) Welding shall conform to AWS D1.1 with Prequalified Welding Processes except as modified by AISC 360 section JZ and AISC 341 as applicable. Welders shall be qualified in accordance with AWS D1.1 WABO, requirements. 2) Use 70ksi strength, low-hydrogen type electrodes (E7018) or E71T as appropriate for the process selected. 3) Welding of high strength anchor rods is prohibited unless approved by Engineer. 4) Welding of headed stud anchors shall be in accordance with AWS D1.1 Chapter 7"Stud Welding". ERECTION: 1) Conform to AISC 360 Section M4 "Erection" and AISC 303 Section 7"Erection". 2) Conform to AISC 360 Chapter N"Quality Control and Quality Assurance" and AISC 303 Section 8. a. The Erector shall rnaintain detailed erection quality control procedures that ensure that the work is pertormed in accordance with these requirements and the Contract Documents. 3} Steel work shall be carried up true and plumb within the limits defined in AISC 303 Section 7.13. 4) High strength bolting shall comply with the RCSC requirements including RCSC Section 7.2 "Required Testing", as applicabte and AISC 360 Chapter J, Section M2.5 and Section N5.6. 5} Welding of HEADED STUD ANCHORS shall be in accordance with AWS D1.1 Chapter 7"Stud Welding. 6) Provide Headed (Shear) Stud Anchors welded through the metal deck to tops of beams denoted in plans. 7) The contractor shall provide temporary bracing and safety protection required by AISC 360 Section M4.2 and AISC 303 Section 7.10 and 7.11. PROTECTIVE COATING REQUtREMENTS: 1) SHOP PAINTING: Conform to AISC 360 Section M3 and AISC 303 Section 6.5 unless otherwise specified by the project specifications. 2) INTERIOR STEEL: a. Unless noted otherwise, do not pai�rt any of the steel surtaces meeting the following conditions: � Concealed by the interior building finishes, • Fireproofed, • Embedded in concrete, • Specially prepared as a"faying surface" for Type-SC "slip-critical" connections including bolted connections that form a part of the Seismic Force Resisting System governed by AISC 341 unless the coating conforms to requirements of the RCSC Bolt Specification and is approved by the Engineer. • Welded; if area requires painting, do not paint until after weld inspections and non- destructive testing requirement, if any, are satisfied. b. Interior steel, exposed to view, shall be painted with one coat of shop primer unless otherwise indicated in the project specifications. Field touch-ups to match the finish coat or as otherwise indicated in the project specifications. WOOD FRAMING REFERENCE STANDARDS: Conform to: (1) IBC Chapter23 "WOOD" (2) NDS -"2012 National Design Specification (NDS) for Wood Construction" (3) ANSI/AF&PA – SDPWA-08: Special Design Provisions for Wind and Seismic (4) APA PDS-04 Plywood Design Specification (5) ANSI/TPI 1-2007 "National Design Standard for Metal-Plate-Connected Wood Truss Construction" (6) BCSI "Guide to Good Practice for Handling, Installing & Bracing of Metal Plated Connected Wood Trusses" (7) TPI DSB "Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses" (8) APA Report TT-0456 "Minimum Nail Penetration for Wood Structural Panel Connections Subject to Lateral Loads" SUBMITTALS: Submit shop drawings to the ArchitecUEngineer for review. Shop drawings shall include member size, spacing, camber, material type, grade, shop and field assembly details and connections, types and location of bolts and other fasteners. Supply shop drawings for the following: (1) G1ued laminated members (2) PSL members (3) LVL members (4) LSL members (5) Tapered & Parallel Wood 1 Joists (Solid web-wood joists) (6) Panelized wood walls & connection details (7) Wood Tie-Down Systems DEFERRED SUBMITTALS: Submit product data and proof of ICC approval for framing members and fasten- ers that have been designed by others. Submit calculations prepared by the SSE in the state of Washington for all members and connections designed by others along with shop drawings. All necessary bridging, blocking, blocking panels and web stiffeners shall be detailed and furnished by the supplier. Ternporary and permanent bridging shall be installed in conformance with the manufacturer's specifications. Deflection limits shall be as noted under DEFFERRED SUBMITTLALS section specific details. Products included are: • Metal plate connected trusses �prefabricated trusses) Conform to IBC Section 2303.4. Truss Supplier to provide design and materials foc all permanent truss bracing. Shop drawings shall provide for shapes, bearing points, intersections, hips, and valleys shown on the draw- ings. The manufacturer shall provide special hip, valley and intersection areas (step down trusses, jack trusses and girder trusses) unless specifically indicated on the plans. Provide all truss-to-truss and truss-to-support connection details and required connection materials. Specify temporary and permanent bracing and connections on the shop drawings. Provide all truss reactions on shop drawings. • Solid web wood joists (1-joists) • Wood Tie Down Systems: Continuous rod hold-down systems, with take-up devices, shall be as specified. Take-up devices are required at each framing level. Additional framing members shall be provided per the system requirements. Refer to details and loading on the structural drawings. IDENTIFICATION: All sawn lumber and pre-manufactured wood products shall be identified by the grade mark or a certificate of inspection issued by the certifying agency. MATERIALS: • Sawn Lumber; Conform to grading rules of WWPA, WCLIB or NLGA and Table below. Finger jointed studs acceptable at interior walls only. TABLE of SOLID SAWN LUMBER Member Use Wall Stud Sill Plate Post Floor or Roof Joist Beam Beam Post or Timber Size 2x4, 3x4, 2x6, 3x6 2x4, 3x4, 2x6, 3x6 4x4, 4x6, 4x8 2x6 through 2x12 4x8 through 4x12 6x8 through 6x12 6x6, 8x8 Species Doug Fir Larch PT Doug Fir Larch Doug Fir Larch Doug Fir Larch Doug Fir Larch Doug Fir Larch Doug-Fir Larch Grade No. 2 No. 2 No. 2 No. 2 No. 2 No. 1 No. 1 • Glued Laminated Timber: Conform to AITC 117-2004 "Standard Specifications for Structuraf Glue- laminated Timber of Soflwood Species, Manufacturing and Design" and ANSI/AITC A190.1 "Structural Glued Laminated Timber." Camber all glued laminated beams, except cantilevered and continuous beams, to 3000' radius, unless shown otherwise on the plans. TABLE of GLULAM and GRADE Member Sizes Beams All Beams All Columns All Species Comb. Sym- bol DF/DF 24F–V4 DF/DF 24F V8 DF L2 Uses Simple Spans Continuous or with Cantilever Spans Post, Truss Member • Glued Laminated Timber: PRESERVATIVE TREATMENT –{TREATED AFTER GLUING�: Glued lami- nated timber requiring preservative treatment shall be in accordance with AWPA Siandard U1 and T1. Retentions shall be: UC1: interior construction, above ground, dry-interior construction and furnishings UC2: Interior construction, above ground, damp-interior construction. UC3B: Exterior construction, above ground, uncoated or poor water run-off-decking, deck joists, rail- ings, fence pickets, uncoated millwork UC4A: Ground contact or fresh water, non-critical components-fence, deck and guardraif posts, crosstie and utility poles. • Wood Structural Sheathin� (Plywood): Wood APA-rated structural sheathing includes: all veneer ply- wood, oriented strand board, waferboard, particleboard, T1-11 siding, and composites of veneer and wood based material with T&G joint. �Ar+chitect may disallow OSB. Confirm with Ar+chibect Conform to Construction and Industrial Plywood based on Product Standard PS 1-07 by the U.S. Dept. of Com- merce, and "Performance Standard for Wood-Based Structural-Use Panels" based on Product Stand- ard PS 2-04 by the U.S. Dept. of Commerce and "Plywood Design Specification" based on APA PDS-04 by the American Plywood Association. Unless noted otherwise, sheathing shall comply with the following table: TABLE of SHEATHING - Use, Minimum Thickness and Minimum APA Rating Location Roof Floor Walls Thickness Span Rating 15l32" 32/16 23/32" T&G 24 OC 15/32" 32/16 Plywood Grade C-D STURD-I-FLOOR C-D Exposure 1 1 4 Unless noted otherwise on drawings, install roof and floor panels with long dimension across supports and with panel continuous over two or more spans. End joints shall occur over supports. • Timber Connectors: Shall be "Strong Tie" by Simpson Company as specified in their latest catalog. Altemate connectors by other manufacturers may be substituted provided they have current ICC ap- proval for equivalent or greater load capacities and are reviewed and approved by the SER prior to ordering. Connectors shall be installed per the manufacturer's instructions. Where connector straps connect two members, place one-half of the nails or bolts in each member. Where straps are used as hold-downs, nail straps to wood framing just prior to drywall application, as late as possible in the fram- ing process to allow the wood to shrink and the building to settle. Prematuce nailing of the strap may lead to strap buckling and potential finish damage. Where connectors are in exposed exterior applications in contact with preservative treated wood {PT) other than CCA, connectors shall be either batch hot-dipped galvanized (HDG), mechanically galva- nized (ASTM B695, Class 55 minimum) stainless steel, or provided with 1.85 oz/sf of zinc galvanizing equal to or better than Simpson ZMAX finish. Nail straps to wood framing as late as possible in the framing process to allow the wood to shrink and the building to settle. Premature nailing of the strap may lead to strap buckling and potential finish damage. • Fasteners (nails, bolts, screws, etc) attaching timber connectors (joist hangers, post caps and bases, etc) to PT wood shall have similar corrosion resistance properties (matching protective treatments) as the protected connector. Fasteners (nails, bolts, screws, etc) attaching sawn timber members or sheathing (shear walls) to PT wood be corrosion resistant; nails and lag bolts shall be either HDG (ASTM A153) or stainless steel. Verify the suitability af the fastener protectionicoating with the wood treatment chemical manufacturer/supplier. Provide washers under the heads and nuts of all bolts and lag screws bearing on wood. • Lag Bolts/Bolts: Conform to ASTM A307 and IBC Section 2304.9. � ��.�� �. � �"� � ��� ,.' �n�on��R�� 818 Stewart Street, Suite 1000 Seattle, Washington 98101 P: (206) 332-1900 www.dci-engineers.com CIVIL / STRIJCTURAL � Copyright O6/2016 D'Amoto Conversano Inc. All Rights Reserved This document, and lhe ideas and designs. may nol 6e rausad, in whole� or in porl, wilhout written permissian from ��Amolo Conversano Inc. D�Amato Conversano Inc.. disclaims any responsibilily for its unauthorizad� usa. � 1. � ` �. � � � � 1 s r � . ,'', , .; '� � : • : �� YANG 2�'� 4.� �OF WASk �+'� � e/Yl / �.. '[�:\� r°�D�GC�,,,34493 �y�� �.rs+ uRAL � �y�,� `sSIONAL��"� " VIE.WED FOR �E LIANCE �ODE CONIP p APPROV� AUG 2 9 2016 �il� 0� �U�Nl�c�i �UILDING D� � Delta Issue Nr. 14 Drawn, SW Job Noc16011-0143 TiUe: Description EXTERIOR ISSUE FOR PERMIT Check: TK Owner Scale: AS NOTED Date 06.21.2016 �'���lV�l� CB7'lf' C�F i(./}{W!( ,� STRUCI'URAL �4,�s,., �p �\✓y'� (� 1� i�r,^"3 � 6 �F��e� C,-�E E��4L O1�E���rr���T� � 0 Sheet; ■ � � • Enqineered Wood Products (TrusJoist): The following materials are based on lumber manufactured by � TrusJoist and were used for the design as shown on the plans. Alternate products by other manufac- turers may be substituted provided they have current ICC approval for equivalent or greater load and stiffness properties and are reviewed and approved by the Structural Engineer. a. Laminated Veneer Lumber (LVL): Conform to ICC ES Report No. ESR-1387 or CCMC Report No. 08675-R. b. Parallel Strand Lumber (PSL): Conform to ICC ES Report No. ESR-1387 or CCMC Report No. 11161-R. c. Laminated Strand Lumber (LSL): Conform to ICC ES Report No. ESR-1387 or CCMC Report No. 12627-R. d. Tapered and Parallel Chord I-JOISTS (Deferred Submittal): Conform to ICC Report No. ESR- 1153. The manufacturer shall design the joists for the spans and conditions shown on the plans. Joists shafl have wood chords and solid wood webs. Joists shall be tapered or parallel as shown on the plans. TABLE of ENGINEERED WOOD Requirements Type LSL Rimboard Timberstrand LSL Timberstrand LSL Timberstrand LSL Microllam LVL Parallam PSL Parallam PSL Use Rimboard or Stair Stringer Header, Beam or Col- umn < S" depth Rimboard, Header or Beam Z 9" depth Wall Stud 2x4 & 2x6 Wall Stud >2x6 Header, Beam Header, Beam Column Widths 1 %" 3 f" E��o6) Fb Fv Fc// PSI PSI PSI PSI 1.3E 1,700 400 1,400 1.3E 1,700 400 1,400 1 9/e", 3%2" 1.55E 2,325 310 2,050 1'/" 1.3E 1,700 400 1,400 1'/2" 1.5E 2,250 400 1,950 1'/" 1.9E 2,600 285 2,510 3%", 5%4", 7" 2.OE 2,900 290 2,900 3%", 5%4", 7" 1.8E 2,400 190 2,500 NAILING REQUIREMENTS: Conform to IBC Section 2304.9 Connections and fasteners. Unless noted on �� �� plans, nail per Table 2304.9.1. Nailing for roof/floor diaphragmslshear walls shall be per drawings. Nails shall be driven flush and shall not fracture the surface of sheathing. Alternate nails may be used but are subject to review and approval by the Structural Engineer. Substitution of staples for the nailing of rated sheathing is subject to review by the struciural engineer prior to construction. STANDARD LIGHT-FRAME CONSTRUCTION: Unless noted on the plans, construction shall conform to IBC Section 2308 "Conventional Light-Frame Construction." NAILERS ON STEEL COLUMNS and BEAMS: Wood 3x nailers are generally required on all HSS columns and steel beams abutting or embedded within wood framing. Unless noted otherwise, attach with 5/8" diame- ter bolts or welded studs at 16" on centers. Wood nailers on beams supporting joist hangers shall not over- hang the beam flange by more than %4". MOISTURE CONTENT: Wood material used for this project shall have maximum moisture content of 19% except for the pressure-treated wood sill plate. Refer to TESTING & INSPECTIONS for the verification of these limits. The maximum moisture content required may be less than 19% when based on a particular cladding/insulation system. Refer to the ArchitecYs drawings, and project specifications, or with cladding in- staller for maximum recommended moisture content. SHRINKAGE COMPENSATION FOR MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS: MEP systems, including ductwork, pipes, and other elements that run continuously between levels shall be in- _ stalled/designed in such a manner to accommodate shrinkage in the wood framing. Wood shrinkage amounts will vary depending on the construction process and materials used. The anticipated shrinkage under typical conditions is expected to range between 1/8" and 1/4" per floor. CLADDING COMPATIBILTY: The Architect/Owner shall review the cladding and insulation systems pro- posed for the project with respect to their pertormance over wood studs with moisture contents greater than 19%. EIFS systems should be avoided on wood-framed projects due to problems with moisture proofing. PRESERVATIVE TREATMENT (PT): Wood materials are required to be "treated wood" in accordance with IBC Section 2304.11. "Decay and Termite Protection" shall conform to the appropriate standards of the American Wood-Preservers Association (AWPA) for sawn lumber, glued laminated timber, round poles, wood piles and marine piles. Follow American Lumber Standards Committee (ALSC) quality assurance pro- cedures. Products shall bear the appropriate mark. Fasteners or anchors in treated wood shall be of stain- less steel or hot-dipped galvanized or as per IBC 2304.9.5. Mud sill plates in normally dry interior applications may be treated with Sodium Borate (QOT - Disodium Oc- ta6orate Tetrahydrate) as recent studies have noted less connector corrosion potential than other available wood treatments or the original CCA treated silt plates. Waod treated with Sodium Borate shall be protected during shipment, storage and installation to minimize leaching of the water-soluble preservative from the lumber. Sodium borate pressure treated plates do not require hot-dipped galvanized connectors. If using sill plates other than CCA or sodium borate, fasteners must be hot dipped galvanized or stainless steel. Fasteners (nails, bolts, screws, washers & lag screws) attaching timber connectors (joist hangers, post caps and bases, etc) to PT wood shall have similar corrosion resistance properties (matching protective treatments) as the protected connector, that is, use hot dipped galvanized or stainless steel fasteners. Fas- teners (nails, bolts, screws, washers & lag screws) attaching sawn timber members or sheathing {shear walls) to Pressure Treated wood be corrosion resistant (hot dipped galvanized or stainless steel. Always verify the suitability of the fastener protection/coating with the wood treatment chemical manufactur- er/supplier. � � ¢ � m O � s M N DRAWING LEGE�D MARK DESCRIPTION MARK DESCRIPTION F2.0 FOOTING SYMBOL (REFER TO I INDICATES WIDE FLANGE COLUMN SPREAD FOOTING SCHEDULE) PILE CAP SYMBOL REFER TO INDICATES HOLLOW STRUCTURAL � � o SECTION (HSS) CQLUMN OR P1 PILE CAP SCHEDULE) TUBE STEEL (TS} COLUMN TILT-UP/PRECAST CONCRETE WALL INDICATES HOLCOW STRUCTURAL AO CONNECTION SYMBOL o SECTION (HSS) COLUMN OR (REFER TO CONNECTION DETAIL) STEEL PIPE COLUMN W6 SHEAR WALL SYMBOL (REFER TO � INDICATES WOOD POST SHEAR WALL SCHEDULE) �1 REVISION TRIANGLE ■ INDICATES BUNDLED STUDS TILT-UP/PRECAST CONCRETE WALL �1 PANEL NUMBER (REFER TO TILT-UP/ � INDICATES CONCRETE COLUMN PRECAST CONCRETE WALL ELEVATIONS) CMU WALL REINFORCING SYMBOL INDICATES PRECAST O1 (REFER TO CMU WALL REINFORCING CONCREfE COLUMN SCHEDULE) 8,. CONTINUITY PLATE LENGTH INDICATES MOMENT FRAME (REFER TO TYPICAL DETAIL) CONNECTION INDICATES DOUBLE SHEAR CONNECTION DS (REFER TO THE DOUBLE SHEAR PLATE s— INDICATES DRAG CONNECTION CONNECTIONS DEfAIL) INDICATES NUMBER OF STUD RAIL INDICATES WOOD OR STEEL STUD SR REQUIRED AT COLUMN (REFER TO �� WACL STUD RAIL DETAILS) ROOF/FLOOR DIAPHRAGM NAILING 01 SYMBOL (REFER TO DIAPHRAGM � INDICATES MASQNRY/CMU WALL NAILING SCHEDULE) C1 STEEL COLUMN SYMBOL (REFER �.� INDICATES CONCRETE/TILT-UP TO STEEL COLUMN SCHEDULE) CONCRETE WALL T SLAB ELEVATION SYMBOL (T/ REFERS INDICATES WOOD OR STEEL STUD X'-X" TO COMPONENT THAT THE SHEAR WALL ELEVATION REFERENCES) STUD BUBBLE (INDICATES NUMBER ■ 3 OF STUDS REQUIRED IF EXCEEDS �----� INDICATES BEARING WALL BELOW NUMBER SPECIFIED IN PLAN NOTE) INDICATES STEP IN FOOTING S (REFER TO TYPICAL STEP IN �—� INDICATES EXISTING WALL FOOTING DETAIL) DETAILS OR SECTION CUT POST-TENSION DEAD END (PLAN) X/SX.X (DETAIL NUMBER/SHEEf NUMBER) x DETAILS OR SECTION CUT IN PLAN �' sx.x VIEW (DETAIL NUMBER/SHEET NUMBER) POST-TENSION STRESSING END (PLAN) � � � INDICATES LOCATION OF CONCRETE 3 ����`���` WALLS, SHEAR WALLS OR BRACED POST-TENSION PROFILE (PLAN) X/SX.X FRAME ELEVATIONS �� (IN INCHES} SPAN INDICATOR (INDICATES EXTENTS �� OF FRAMING MEMBERS OR OTHER INTERMEDIATE STRESSING (PLAN) STRUCTURAL COMPONENTS) �� INDICATES DIRECTION OF DECK SPAN ABBREVIATIOiVS c Angle FDN Foundation PSF Pounds per Square AB Anchor Bolt FIN Finish Foot ADDL Additional FLR Floor PSI Pounds Pec Square ADH Adhesive FRP Fiberglass Inch ALT Alternate Reinforced Plastic PSL Paxallel Strand ARCH Architectural FTG Footing Lumber B or BOT Bottom F/ Face of P-T Post-Tensioned B/ Bottom Of GA Gage PT Pressure Treated BLDG Building GALV GaJvanized R Radius BLKG Blocking GEOTECH Geotechnical RD Roof Drain BMU Brick Masonry Unit GL Glue Laminated REF Refer/Reference BP Baseplate Timber REINF Reinforcing BRBF Buckling Resisting GWB Gypsum Wall Board REQD Required Braced Frame HDR Header RET Retaining BRG Bearing HF Herrt-Fir SCBF Special Concentric BTWN Between HGR Hanger Braced Frame E Centerline HD Hold-down SCHED Schedufe C Camber HORIZ Horizontal SHTHG Sheathing CB Castellated Beam HP High Point SIM Similar CIP Cast in Place HSS = TS (Hollow SMF Special Moment CJ Construction or Structural Section) Frame Control Joint IBC International Building SOG Slab on Grade CJP Complete Joint Code SPEC Specification Penetration ID Inside Diameter SQ Square CLG Ceiling IE Invert Elevation SR Studrail CLR Clear IF Inside Face SF Square Foot CMU Concrete Masonry INT Interior SST Sta�nless Stee� Unit k Kips STAGG Stagger/Staggered COL Column KSF Kips Per Square Foot STD Standard CONC Concrete LF Lineal Foot STIFF Stiffener CONN Connection LL Live Load STL Steef CONST Construction LLH Long Leg Horizontal STRUCT Structural CONT Continuous LLV Long Leg Verticaf SWWJ Sofid Web Wood C'SINK Countersink LP Low Point ' Joist CTRD Centered LONGIT Longitudinal SYM Syrrmetricaf � Diameter LSL Laminated Strand Lumber T Top DB Drop Beam LVL Laminated Veneer Lumber T/ Top Of DBA Deformed Bar Anchor MAS Masonry T&B Top & Bottom DBL Double MAX Maximum TC AX LD Top Chord DEMO Demolish MECH Mechanical Axial Load DEV Development MEZZ Mezzanine TCX Top Chord Extension DF Douglas Fir MFR Manufacturer TDS Tie Down System DIAG Diagonal MIN Minimum T&G Tongue & Groove DIST Distributed MISC Miscellaneous THKND Thickened DL Dead Load NIC Not In Contract THRD Threaded DN Down NTS Not To Scple THRU Through DO Ditto OC On Center TRANSV Transverse DP Depth/Deep OCBF Ordinary Concentric TYP Typical DWG Drawing Braced Frame UBC Uniform Building (E) Existing OD Outside Diameter Code EA Each OF OUtside Face UNO Uhless Noted EF Each Face OPNG Opening Otherwise EL Elevation OPP Opposite URM Unreinforced ELEC Electrical OWSJ Open Web Steel Joist Masonry Unit ELEV Elevator ONMIJ Open Web Wood Joist VERT Vertical EMBED Embedment e Plate W W�de EQ Equal PAF Powder Actuated Fastener W/ With EQUIP Equipment PC Precast W/0 Without EW Each Way PERP Perpendicular WHS Welded Headed Stud EXP Expansion PLWD Plywo�d WP Working Point EXP JT Expansion Joint PP Partial Penetration WINF Welded Wire Fabric EXT Exterior PREFAB Prefabricated t Plus or Minus FD Floor Drain � , "���� � � � ;�j + �� W i . M� , E(�GII'l��fi�� 818 Stewart Street, Suite 1000 Seattle, Washington 98101 P: (206) 332-1900 www.dci-engineers.com CIVIL / STRIJCTURAL � Copyright 06/2016 D'Amato Conversano Inc. All Rights Reserved. This document, ond the ideos and designs may not ba reused, in whole ar in part, without written permission from D'Amato Conversano Inc. D�Amoto Conversano Inc. discloims any responsihility for its unoulhorized� use, ��: i� Y �� � � �. =n ' . ' ,� ,, � . . .' � � •' • '� • Gti��G �0� 4-`� 04 wAst�,�, �'c 4� �4, � .� ., � �G �93 G�$"� ,�a �0�,, �AL � GtiS ��SSIONAL��� R v� �EWED FOR ��D�� � �Eb CE � AUG 2 � 2016 �i�y of iulcwila BUILDI�4G D�V_�N Delta Issue Nr. Description Date 14 EXTERIOR ISSUE FOR PERMIT 06.21.2016 � Drawn: SW Check: TK Owner Approval: Job No:16011-0143 Title: Scale: AS NOTED CA�`� �� �� �L7 �f I✓V1-�4 SiF$UCI�URAL ����� � � ��`� � � ���� OT ���NIIr �ENT�.R _ Sheet: ■ F�','::,� � < S' { �`{ , � j ..., + . � '� �. �::. � �.,..;..�' ...'t OVERALL SITE PLAN SCALE: �/� 6"=1'-0" Et'1G11'l��F�S� 818 Stewart Street, Suite 1000 Seattle, Washington 98101 P: (206) 332-1900 www.dci-engineers.com CIVIL / STRUCTURAL � Copyright O6/2016 D'Amato Conversano Inc. All Rights Reserved This documant, and the idens and designs muy not be rausad, in whale ar in part, without written permissian from D'Amato Conversano Inc. D�Amato Conversnno Inc. disclaime any respansi6ility for its unaulhorized� usa, � � U ti � �. � � � $ . � . .' �' � •. • . �: Y • '• • ,.�"��(ANG 2�� �4,��' O� WASI�tj�,� `�''�+ � tV /�"'S'A#. �O �G 3A4�33 � �o,����� �'�� �y�� �v����V�� � WED FOR �A�qP �OVED cE AUG 2 9 2016 r�l{y �� `('Ul�vuil� BUtLDfhfC� l�iV� Delta Issue Nr. 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' . . -� �� - - - � y � � � \ � . . • • 27 , / � \_ ' �Q� d � L � ` . 4 � - � y � � - - ,4 - - , � - � t - � - -, - - , - , � , a, o 'a _ _'a '�\`L �,\ � � - � i n�!"Q � � i�' a -d% �'�a . _ .- . _ _: , ,", � ` �__ a- - " - - � - , - � - - � - ` '- ' , - , ' - " � , , ' ` �+`O+ cL��_cL0' ; e °� 4 � � �- " - i `, � � � � � _ a a d, Q a , �c , _ � _ ` - - � - - - � - - - - _ [ • 4 _ ` ' �� '4.� � ` , _ d� \\ ' � �Q' a // Q/� _ �\ ���� \ " ' � \ "' -Q d " e �`. ,�� .� D� �\�a ; � � , �.\��\ , �\ Q 'd a -�i ; a , �� ��",Q � � , � ° '��`�' /_� �a- � - - -� - Q F ' H �. � - � , , .-� � � i . i _� < � '4 , � � �' a� _ ,a �-}- +'� 0� - - - - � - FOUNDATfON PLAN NOTES: _ ; - � : � � � � � - � - ' ' - - -,- " �� Q� a aa. 'd ��\a �� �^y\ % �\ ��\�� 4 G��+ ����/� �a p � ' - - 4 � � � � / � ' � ' � � a �� Q��� �\ , - "a 4 ' � � ` `� . q _ , � '_� •�. '� . 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-0.1, S-0.2 AND S-0.3. , - -� � ��� 0 F,��' -�4 � , � � ` i �� . _a a °��1� e �- � , \, � �'4_ �� . ` ` i� `T`` Q _ - �v 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE I �� p .�\a.; `�\ �4., a` ; ��. -,� •� \ I ;'a , a e; o' ,a ' ��,a ,. � FIELD VERIFIED. c�+ + p'` , � � � `; ��a _ a � - � � ; •� � �' � - - . - , ' ; ° �d � � \ � Q c�cQ-�- ..�'�`L �`i� ' � � ' , c � ' �a, i• ' � � \ � \ _ y, _ - a - 3. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR T0 POURING CONCRETE: ALL DOOR ^� �' a . � `. _ �" - �,' � ,' `. �� � \ . Q � ,;o � � - . , , ' OPENINGS IN FOUNDATION WALLS• DRAINS AND SLOPES• BLOCKOUTS FOR PLUMBING SPRINKLERS AND HVAC. ALL 0� �� ,� � . e ' . � , "��° � � � �� ` _ - �- '� � �` " d Q - � DUCTS, CHASES AND PIPES PER �MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. CONCREfE CURBS _ Q - a � � ' . � a, a_ �_� a � �� � �� �� �` , \ � � � �a � �5`0�����'c�'�'� , , ; d\' , � 4 - AND LOCATIONS PER ARCHITECTURAL DRAWINGS. ' _ " _ - , �, \�� �t� �a\a ��r Q� �` ��'-� �� ,, _ ' �" � . _ a ,p � � ` . � � �i�� _ , , ��, � , ��,Qc� _ , 4 ; � a:a . 4. TOP OF SLAB �T�SLAB� ELEVATION ASSUMED 0�-0". FOR ACTUAL T/SLAB ELEVATION REFER TO CIVIL AND - ° " �� �� �� ' a � a ; - < = ', � � ' ; ; . _ , ' "° ° ARCHITECTURAL DRAWINGS. PROVIDE 6 MIL VAPOR BARRIER BELOW SLAB AT INTERIOR SPACES. PROVIDE ' \` � _�'- . ��°` � ` A , N''F �'` \ � � / � \ � V' FREE-DRRINING GRANULAR FILL PER GEOTECH REPORT. �+�+���� ��. a �'\ �\9 � �; ',� � ° ;% /��; ��'�:�\a\ \�.�\a� � a,a a a �, ��0� _ - �_ ; 5. TYPICAL TOP OF FOOTING (T/FTG) ELEVATION = -0'-8", UNO. TOP OF FOOTING (T/FTG) = TOP OF PILE CAP. �.�,G'^, +�\`' ,. a- � ` � ` , _ '' a��� �� = � �: , � ��`� ,��,-� ��,�?_ � , � - - Q �d ��. � \ . / / - \'4 \ �C� ' ' 0 � � 'A� \ \ ! " ,' � . � �' " ,• � � � ° � P� �I � � 4 � � \ �, \ � -' �`�""�\ ��\ . 6. ALL FOOTINGS AND SLABS TO BEAR ON COMPETENT NATIVE SOIL AND/OR STRUCTURAL FILL SUBGRADE PREPARATION, ;, ,� � J �. - � - ; '� � ' °Q ° = - � a: a � �. 0Q � _ - � , '-, �, - STRUCTURAL FILL FOOTING DRAINS, AND OTHER REQUIREMENTS PER GEOTECH REPORT AS NOTED IN THE 4 - ,_ °-; . � ��' a `: � � - �`�' - = , " , ��� �` �. "Q� � ° ` d >-" F , � � STRUCTURAL GENERAL NOTES. °� } .- � � - ' , - ' � � \ � ���� -' ,- 1 � -- �� ���\'° r� =�'- , � d Dc 'a a� � � _ � � .aT� � \ d'a , ' /�, , � OC����,�� , ��\ �� - �\\aa n , j� _ /n�� �� �\, ,-� � � 'S'\`�ti, � � . 7, CJ INDICATES CONTROL JOINT PER PLAN. �4. �� ��,0� a ,�� ��O � � � - a�; ' ��� , �;�° ��' a ''�.\ a �\ � \4 � _ - � _ _' - _ • a �+`� R�+ <,`�o', ,� ,� C� ��O,a � � i-�- O• ��� �� _��d'° / ��, a " \� \� "�� F � ` :Z` j''\�l��,,'�•-,' , 8, ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 8" OF FINISHED GRADE SHALL BE PRESSURE-TREATED. �o �.- �c�.o,� �`ti `� � � �, �-. ,,. , �; - �4, - - < > e �. ,-, �Q, ��- � < - '� Gp�G^1�OC' .Z.�Y.y\?�� \�� ' - ' 4 %°� ���' %,�,� a�� � , , � ' . C1~ \�.e -\l' ` -� - ; ��� ,�����` - _ _ - - 9. MOISTURE PROOF ALL CONCREfE STEM AND BASEMENT WALLS PER ARCHITECT. ya���`�' ' 0Q ���,, _ _, a - , `�� <\ � ���' _ - ° -Q, ° '����'�, � ' a` ; -, -_ ;' >_:- � - � � _ � � a d -a ; �' _ �� \ /�'\. ,a � , _, a � , "i~� -,- � - - 10. TYPICAL DETAILS PER: �_ - � � - � � `� �• " � ' � ' �� - ' "4� ' - _ -� - , . y� - Q,-` � > � - '~ ` i� \ �' - - O � � � �� Q�� - , � ' , a�� �, a � ' � _ a' - . - . � `L . � ;� � � � _ 4ic- a ' � 3/S-20.1 STANDARD HOOKS AND BAR BENDS . . ' +� '4 '� - a• � � 4 � . , � , .3P , a - 'S'� ��' �� � �� � �� ' i�4 � d - � 8/S-20.1 TYPICAL BASE PLATE CONFIGURATIONS �, _ � �,�� \+�� � e � `� �>- -,_ - ' _ -. � � STUD AND SHEAR WALL PLAN NOTES: �� . y � n>_ � . \ d �Q i \ � / 1. LUMBER GRADE PER STRUCTURAL GENERAL NOTES, 2. ALL INTERIOR NON-BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 3. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (1) TRIMMER AND (1) KING STUD MINIMUM, UNO. WHERE MORE THAN (1) TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: �O2 . TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. [POST-TENSIONED SLAB.] BLOCK SOLID AT FLOOR FRAMING. 4. BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (2) BUNDLED STUDS MINIMUM, UNO. WHERE MORE THAN STUDSUGOL BE CONTINUOUS TOU HE FOUN AT ONE [POST TENSIONEDUDLSAB ]ABLOCK SOLED AT FL O�R F� G.BUNDLED 5. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 8/S-20.3. 6. ALL EXTERIOR WALLS TO BE SHEAR WALL TYPE � UNO. �� �,+ 7. `ti INDICATES HOLD-DOWN TYPE PER HOLD-DOWN SCHEDULE 10/S-20.3. 8. TYPICAL HOLD-DOWN ELEVATION PER 11/S-20.3. 9. ANCHOR BOLTS TO BE 5/g"� x 7" MINIMUM EMBEDMENT PER 12/S-20.3. 10. TYPICAL DETAILS PER 5/S-20.3 TYPICAL SHEAR WALL ELEVATION 6/S-20.3 TYPICAL STUD WALL OPENING (HEADER) DETAIL /�� � ��ti i� � �o�' +� � 0-!' '�`1' / ��,� + � / 0,4,� PILE C�4P SCHEDULE O 2P 3P 6P TYPE NUMBER SIZE REFERENCE COMMENTS OF PILES LENGTH WIDTH DEPTH DETAIL �A 10 PER PLAN 2'-0" 18" 11 /S-20.1 ---- 2P 2 3'-0" 1'-6„ � 8�� g�s-20.1 ---- 3P 3 PER PLAN PER PLAN 18" 10/S-20.1 ---- 6P 6 6'-0" 4'-0" 18" 5/S-20.1 ---- PILE = 3"0 PIPE W/ CAPACITY: 12 KIPS VERTICAL, 1 KIP LATERAL PER GEOTECHNICAL REPORT. . . w,d I� '� k , � j � � { t .+� . a� G � 5 ' � �v� � f�� � � f,ll� �. CANOPY FOUNDATION PLAN SCALE: 3�16��=1'-0» �nGin�e��� 818 Stewart Street, Suite 1000 Seattle, Washington 98101 P: (206) 332-1900 www.dci-engineers.com CIVIL / STRIJCTIJRAL 0 Copyright 06/2016 D'Amato Conversano Inc. All Rights Reserved This dacument, and the ideas and designs may nat be raused, in whole- or in port, withoul written permission. from D'Amoto Conversano Inc. D�Amo[o Conversano Inc. disclaims any responsibility for ils unaulhorized use. � z�k ,, i �, � ,' �, '' s' ,: •; . . .' , 1 • • • ��YANG 2�� ;:, ♦ �v 4„ pg WASNj� �f,. �.• � SQ � � - ,^ c ,., .,.:. "� V Pl,� 34493 �' " � '�*�,_ ��,�. '�'„ �I:� ' ��RAL ; :'' �- �,�.� �`g`��9IVALE��t �.. ; R(EVIEUVE� FOR/�r �MIIwMR �� ��V Vr �� AUG 2 9 2016 ,��� nf �'utcwii� �UILDtN� dIVIS1U'� m � N �� mW ._. U m 0 N a = c o `0 c � r�y o i0 grn � > c t U� m o �� .r � E ; �. M ,t�„ T .� � � 0 t � W� � o. .� �_ G y o � �-' `o =o m a $ a .°� � c d o� N � E y � � � U W � mo � m� a� o c � V O U 2 Y �M" m ��.. � � W �� � m� �� � o � C U 3� O �� 0 3 N � � V Delta Issue Nr. Description Date 14 EXTERIOR ISSUE FOR PERMIT 06.21.2016 Drawn: SW Check: TK Owner Approval; �+1 ��� �iv�d Job No: 16011-0143 Scale: AS NOTED�� Ot= '�'! I t� �,v�� Fe.1�y',� �i � �nn:r.., ���i� STF�UCTUF��4L ���'��r cE'�rER C� ' �P� F�U C��1T�� Title: � � � � � �� � � �°'� � � •• _ ,. ., c m FF �. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING. 13. TYPICAL STEEL DETAILS PER S-20.2. TYPICAL WOOD DETAILS PER S-20.3. „� � f � ' „ � CANOPY FRAMING PLAN SCALE: 3/� g"=1'—p" �nGin�ERs� 818 Stewart Street, Suite 1000 Seattle, Washington 981Q1 P: (206) 332-1900 www.dci-engineers.com CIVIL / STRIJCTIJRAL � Copyright 06/2016 D'Amato Conversano Inc. All Rights Reserved This document, and tha ideas and designs may nol be raused, in whole or in port, without wri@en permission from �'Amato Conversano Inc. D�Amota Conversano Inc. disclaima� any respansi6ility for its unaulhoiized usa.. � �/ � ' 1 `: � ' � ' i � • • � z � � � • • • �G� YP.NG Z�l� q.� � WAS�t �� � .�.° � ��_ � vd����,,, 34493��ti�'w�w� �vR �. SSI�NALE�G� m � m �� mW .L., U m � N � � C O � C �,.' L t N }j o �^ � � w � c �" o t U � m «, � � .0 !3 E � ar ,��„ T .n �,op L tf 5 2 W� Ol C C O j V N C L.� C y O � � O N �.0 � O m a � a «� c m o � Nr � C � � .� N N wN � m �m � n� o� � V O �� �C m � .V C u,j � r.l � m� �� �, � � C U ; y�., N O 'O OI m C N 3 � �v Delta Issue Nr. Description Date 14 EXTERIOR ISSUE FOR PERMIT 06.21.2016 �EVtE�� ��R �4'�� C�M� �D c� A����� � AUG 2 9 2��6 �`,1� O�( �u�l�c'� , gU1LDIN� ��v�S,�N Drawn: SW Check: TK Owner Approval: Job No:16011-0143 Scale: AS NOTED C1�TS° �� �.�tc L� L�41� � ST�UC1'l�i��4L � �4,;,� �� � � 4.r,; `� (�;-� •a � ��b�D ��n��r cE�r��� �� � �� � �� � � Title: � � � N _ Sheet: ■ - W O J I � _ � z � _� . GRID �, s— J � . � � 0 #5B C STD H GRID � PILES PILES � PILES 1'-0" 2�_p�� 2�_p�� 1,_0» i � i NOTE: TYPICAL PILE TO GRADE BEAM OR PILE CAP CONNECTION PER 12/S-20.1. PILE CAP WITH (6) PILES Ai' CONCRETE COLUMI� - TYPE 6P 03085M GRID � — � � NOTE: -_,. TYPICAL PILE TO GRADE BEAM OR PILE CAP _ CONNECTION PER 12/S-20.1. Q PILE CAP WITH (2) PILES � � AT HSS COLUMN - TYPE 2P 0 03083M N m � SS COL & BP ER PLAN LES PER PLAN �JNC PILE CAP PER PLAN SCALE: �/2"=1'-0" HSS COL & BP PER PLAN PILES PER PLAN #56 � 12"OC EW STD HOOK EA END CONC PILE CAP PER PLAN SCALE: �/2"=1'-0" SLAB-ON-GRADE PER I'LAN --� 24" #4 x —�� 18"OC W/ STD HOOK � � PILE CAP = � PILE PER #4 CONT PLAN C8x11.5 W/ �/2"�x3" WHS � 36"OC T/CURB a PER ARCH � T�SLAB a PER PLAN �. �. � " ". aa. a a.a ° �o '° . � ' � d � . . o � ' � � .. . �•. ° #5 � �2"�li W/ ;a . , �a " . . < a a < ,,,.,. .dn o, , . STD HOOK � ,:..:..;.:: ,.. _.,......., ;: . .,.;: r .............:...--. ..... . <: a. d e a ' - d ::'i'� a . �{ t�:: a. _ _ ,.'` .��\,^` d d'. O . ' ' d' . T PILE CAP — - e / - — � - PER PLAN z ,� -- ao o� s o. a `�� ���=��� a a° � °� .�a ,. I���I -� � �_� , . . = - - -� - �_� w o v ' ° d III= � - w I—I a ° � a i a. � a I � I I "' � =1 I I I I— i� —"'—� '- P I L E C A P & 3" CLR � � I I � I I i i I I I I I � REINF PER PLAN T Y P U N O I I �_ � I l l� NOTES: I 1. TYPICAL PILE TO GRADE BEAM OR PILE CAP CONNECTION PER 12/S-20.1. 2. HOLD—DOWN NOT SHOWN FOR CLARITY. SEE 11 /S-20.3 FOR ADDITIONAL INFORMATION. CAFE KIOSK PILE CAP SECTlON PER PLAN SCALE: 1 "=1'-0" NOTE: TYPICAL PILE TO GRADE BEAM OR PILE CAP CONNECTION PER 12/S-20.1. PILE CAP WITH (3) PILES AT HSS COLUMN - TYPE 03082M � PILE � PILE 3P PILES PER PLAN HSS COL & BP PER PLAN #5B � 12"OC EW STD HOOK EA END CONC PILE CAP PER PLAN SCALE: �/2"=1'-0" 4d OR 90' � 45' y 2��2�� MIN �� D D `�' � D 180' 45' D= 6d FOR 3 THRU #8 D=8dFOR�9,#10 D= 10dFOR#14&�18 ALL REINFORCING EXCEPT COLUMN TIES AND BEAM STIRRUPS o � �6ao� 12d � ; ��ti � � 180' — 135' 90' � �D d d � d� D D D STIRRUP STIRRUP OR TIE D = 4d FOR #3, #4 & #5 D=6dFOR�6,�7&�8 90' � 135' 0��� 90' � 180' D D �oa,, � p D � �z �Z 6d OR � � o � 3" MIN �� �� �� BEAM OR COLUMN CROSSTIES BEAM STIRRUPS AND COLUMN TIES NOTE: d= BAR DIAMEfER, D= BEND DIAMETER TIES AND CROSSTIES FOR SHEAR WALL BOUNDARY ELEMENTS SHALL BE DETAILED AS COLUMN TIES/CROSSTIES. STANDARD HOOKS AND BEiVDS - BEAM STlRRUPS AND COLUMN TIES 03400 (FOR REVISIONS TO STANDARD HOOKS & BENDS REF TO CURRENT ASCjALE: NONE SLAB-ON-GRADE PER PLAN _ VAPOR BARRIER WHERE REQD — T/SLAB . . a � n � , � � .. ° '. ° ° PER PLAN �e.a a tr e ds. � ' ' � � � " ' 0a a . .. �� d a.. , .a. a �5� 120CW/ � d d i a .'\: . - ��:: A STD H00 =.�`:��; K EA END a .�. . .., .. .. ......., ,...,..¢�...... �. ' _ , ........ ..... e.:�,.�.,.... �-..,,:�.. ;:.�n_ �... :.., � �..:....; -,.:::.r.:. �7..� • r.' -- � a �'''�' - — .. :... ......... ......::......�.�,..: — �".� �' � � T/GRADE BEAM z I I I I=I I a�• •• a. •. = T/PILE CAP �. I I—I I I a a, ° N� � —� � �_� � --=-.� � � � ��—��� ° ° • ° o � —I I I—I I . ' a� ' .. � ' d. a — _ � ''=1 I I-1 I I-1 I 1- �� � 3 � CONC GRADE BEAM CLR & REINF PER PLAN PER PLAN NOTES: EXTEND GRADE BEAM REINF THROUGH PILE CAP OR EMBED 12" MINIMUM W/ STD HOOK SLAB - ON - GRADE TO GRADE BEAM CONNECTION z 2 � w � NOTE: STUD WALL PILE CAP NOT SHOWN FOR CLARITY. „A r-.- .i,,•.�,.i r,.. .— ,, w r. SCALE: 1 "=1'-0" Fn �n SCALE: NONE CURB 2 ARCH ; INFILL CONC T0 BE CAST AFTER COL BP HAS BEEN GROUTED COL SIZE & TYPE PER FLAN G�'� . ��Q BP & AB'S PER PLAN #4 TRIM BAR, CTRD, TYP CONTROL JOINT OR CONST JOINT PLAN - TYPICAL CONTROL JOINT AT HSS COLUMNS 03212 SIZE PER TABLE 1 TABLE 1 ,>F,� o BASEPLATE FILLET U THICKNESS SIZE � 3�8��, ��2�� 3�16n 5�8��� 3�4�� ��4„ > _ ��8�� 5�16�, � COL SCALE: NONE 'lP PER PLAN PLAN � COL � � i i I I i � i i i i i I I PLAN i i C O N C F T G P E R P L A N i i T/FTG _ PER PLAN Z � a °d ' av Z � � . <. . � � � � a ..4 ' ,v .. . . . ' �. ' .. Z tV d a . � � . � . d . • a. e.: . �a. a �.. o� w < . a � Q, '� ' . d �. . � ' O. � �d . a , �. . . a d a . .a . �a ., n .a . d . ' . ' 9 • • .a � Z -� I I- I I �=I I I � �. I I I-I I I, ;, I I I– �,—,_� �� ELEVATION TYPICAL BASEPLATE TO FOUNDATIOP! CONNECTION - FiSS COLUMN OL PER PLAN "� GROUT HOLE (OPTIONAL) COL PER PLAN (4} 3/4'� AB'S W/ WASHERS & HEX NUTS TYP UNO 1 "t NON-SHRINK GROUT, MIN 05030M SCALE: 1 "=1'-0" GRID BP & AB'S PER PLAN & 8/S-20.1� 12" #4 x � � DOWELS � 12"OC EA SIDE OF PILE CAP � T/SLAB TACK WELD NUT TO AB COL PER PLAN CLOSURE POUR PER 4/S-20.1 1 "f NON-SHRINK GROUT SOG & REINF PER PLAN , -- PER PLAN , . e i i a . . . ., ...,�:,.:. a � a .:::, ;< ,�: �:�, .., � a • . . , Q a. .:... . ._ ..............,.. . • �r,:;� � T/PILE CAP ..:. . . :;.�. . , , :...:�..... ..:_ � _ . ,' . a. ` - PER PCAN N U —�. � � '. 'a ' , . °� da a ' �O — . o ' ° .' .df . � M � 3" CLR TYP UN (2) #4 x 24" EA SIDE EW TYP EA PILE a. . � O. E a. . d.. I I� I_ ! ..a ' 9 � . I . � ' d ° . a a ° 4 .. :a � ��. ^ . TOP REINF . a a� ,� ° ° ' � WHERE OCCURS , a... . ,��I Q a , q ..a . ° . . a''<. � ,� � ° a. a o I I I . a: a ad.. _ . � � ° ° a °� � � I I �t- ��—,�� i i i ,,—,_, ii ii � i i i PILE CAP & REINF � � i � PER PLAN. I� �� i i i i R�/2x6x0'-6" � � � � TYP EA PILE PER PLAN PIPE PILES PER PLAN �r� i � � , ,� t� . � �„ , TYPICAL PILE CAP SECTION WITH STEEL COLUMN %� 03090M SCALE: �/2"=1'-0" En�in���s� 818 Stewart Street, Suite 1000 Seattle, Washington 98101 P: (206) 332-1900 www.dci-engineers.com CIVIL / STRUCTIJRAL � Copyright 06/2016 D'Amato Conversano Inc. All Rights Reserved This dacument, and 1he ideas and designs may not be reusad,. in whole or in porl, withoul written parmission from ��Amato Conversano Inc. D�Amato Conversano Inc. discloims any responsibilily for its unnulhorized usa, s , l. � Y � A �, � �: .' �' �' .. . t"' •' � � • '• • �,�'"Q YANG ,4,�� o� wAs� � ��, � '°.� �-GC�,,.34493 Gtit' �':. ���+�{, ` �RAL � G���� `rSIONALE�,�(� Delta Issue Nr. Description Date 14 EXTERIOR ISSUE FOR PERMIT 06.21.2016 ��VIE�� F�R ���� G��P�� � CE �����v�. A�� 2 9 Zo�6 City o� �u�'►�la �v�s�oN gU1LDING � Drawn. SW Check: TK Owner Approval` Job No: 16011-0143 Scale: AS NOTED �'�GF���n ClT1° �F 7'U f{ l�l STI�UCTUR�4L `� �:�li.Y;i'�� � � ^'�i :� �a � ,,�.��,a D E1'�41 LS ���n�lT �C,� rER �� Title: � Sheet: ■ ri s 1i � Q m M n � O � O N m N T/SHTHG PER PLAN JOIST PER P 2x BLKG W/ PLATE �i ATTACHMENT PER i SHEAR WALL SCHED i ADDL NAILING & BLKG REQD FOR (2) ROWS OF PLATE NAILING PER SHEAR WALL SCHED 2x RIM JOIST PER PLAN RIM JOIST CONN PER SHEAR WALL SCHED STUD WALL & SHTHG PER PLAN ALTERNATE RIM JOIST CONNECTION DETAIL- FOR SINGLE ROW OF PLATE NAILING/BLOCKING ONLY EXTERIOR WALL PERPENDICUL�4R TO FLOOR JOISTS 06011 WALL END TRIMMER FOR HD BOLT HEADS AT WALL END FLR OR ROOF FRAMING PER PLANS & DETAILS i T/SHTHG � PER PLAN i HD ANCHOR TYPE PER PLAN i i ri i STUDS PER PLAN (2) MIN •ii ia i t BLKG AT HORIZ PANEL EDGE� i� ti i.i i ri i.i i ri STUD WALL & SHTHG PER PLAN ri i.i i ri r i.i i ri ri I.I I pl h� EDGE NAILING PER PIAN, TYP i.i i ri Ni h� M� . I PT SILL PLATE W/ AB'S PER PLAN i i i "� �� i.i ai i .� hl bl � i i HD ANCHOR TYPE PER PLAN ii i, i i i i•i G� i T SLAB �� L� � � � 4 - : -'� -.�� : :-. .- PfR PLAN �____________� _11 �_ II _�' \u SCALE: 1 "=1'-0" PLATE NAILING PER PLAN JOISTS, RIM JOISTS OR BLKG PER DEfAILS STRAP TYPE HD PER PLAN DBL TOP PLATE STUDS PER PLAN' (2) MIN FIELD NAILING PER PLAN STRAP TYPE HD PER PLAN CONC SLAB BEYOND PER PLAN � �.-� � �-• � ��CONC STEMWALL & FTG 0 `V PER PLAN � TYPICAL SHEAR WALL ELEVATION � � 06090 SCALE: NONE DIAPHRAGM EDGE. NAILING PER PLAN T/SHTHG � PER PLAN (2) 0.131"�x3�/4" NAI JOIST PER PLAN 2x BLKG W/ PLATE ATTACHMENT PER SHEAR WALL SCHED ADDL NAILING & BLKG REQD FOR (2) ROWS OF PLATE NAILING PER SHEAR WALL SCHED 2x RIM JOIST PER PLAN RIM JOIST CONN PER SHEAR WALL SCHED 2x BLKG � 48"OC W/ (3) 0.131 "0x3�/4" TOENAILS TO TOP PLATE STUD WALL & SHTHG PER PLAN ALTERNATE RIM JOIST CONNECTION DETAIL- FOR SINGLE ROW OF PLATE NAILING/BLOCKING ONLY EXl'ERIOR WALL PARALLEL TO FLOOR JOISTS T/SHTH P� ER PC ADDL STU[ TO MATCH STUDS AB� STUD WALI PER PLAN BOT PLATE HDR PER SILL AT WI TRIMMER � STUDS C0 TO BOT PI -n%r -r�,i�- ii iii ii iii ii iii ii iii SCALE: 1 "=1'-0" � STUD WALL PER PLAN i �WHERE OCCURS ii �i � BOT PLATE WHERE OCCURS TYPICAL HEADER 06210 HOLD-QO�IV/STRAP SCHEDULE - DOUG-FIR STUDS [1, 2, 7> 11]--- INDICATES FOOTNOTES ANCHOR [4] NUMBER OF SCREWS CONCRETE EMBEDMENT/CAPACITY NAILS, DIAMETER TYPE STUDS/POST STEMWALL [5] FOOTING NQTES [3, 12] OR BOLTS �� p� EMBED EMBED CIP [6, 14] CAPACITY CIP [6] CAPACITY � LSTHD8(RJ) (2) 2x (20) 0.148"�x3" NAILS ---- ---- 1.61 k 1.61 k [13] O STHD10(RJ) (2) 2x (28) 0.148"�x3" NAILS ---- ---- Z.9gk ---- 2.98k [13] � � STHD14(RJ) (2) 2x (30) 0.148"0x3" NAILS ---- ---- 3.5k 3 5k [13] w HDU2 (2) 2x �6� SDS��4X2��2 5�8'�� 10" 3.1 k 8" 3.1 k ---- � z HDU4 (2) 2x (10) SDS1�4X21�2 5�8��� 10" 4.6k 8" 4.6k ---- O U HDU5 (2) 2x (14) SDS�/4x2�%2 5�s°� 10" 5.2k 8" 5.6k ---- � � HOLD-DOWN/STRAP SCHEDULE - DOUG FIR STUDS 0 01420 N � N FULL DEPTH VERT BLKG TO MATCH STUDS ABOVE CONT THRU TO FDN WHERE OCCURS BLKG PER PLAN DBL TOP PLATE FRAMING PER PLAN STUD WALL PER PLAN (3) 0.131 "�X3��4" NAILS TYP EA END BUNDLED TRIMMER STUDS INDICATED AS THUS: 2 ON PLAN [(1) MIN, ] KING STUDS PER PLAN [(1) MIN] SCALE: 1 "=1'-0" NOTES: [1] SOME HOLD-DOWN TYPES NOTED MAY NOT BE USED ON THIS PROJECT. [2] TYPICAL HOLD-DOWN DETAILS PER 11/S-20.3. [3] PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHEDULE AT HOLD-DOWN STUDS/POST. [4] BASED ON MINIMUM f'c = 3000 PSI CONCRETE. [5] STEMWALLS SHALL BE 8" WIDE x 18" TALL MINIMUM. [6] CAST-IN-PLACE (CIP) TYPE THREADED RODS AT HOLD-DOWNS SHALL HAVE TWO HEX HEAD NUTS WITH OVERSIZED WASHER. [7] INCLUDES 1.6 LOAD DURATION INCREASE FOR WOOD. [8] BASED ON 11 �/g" DEEP FLOOR JOIST. [9] TOTAL NAILS SPECIFIED, USE HALF THE NAILS AT THE STUDS ABOVE AND BELOW LEVEL BEING CONNECTED. [10] AT PRESSURE TREATED SILLS, USE HOT DIPPED GALVANIZED BOLTS. [11] POSI INSTALLED HOLD-DOWN OPTIONS MAY BE AVAILABLE AT SOME CONDITIONS. CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION. [12] NAIL LAMINATE MULTIPLE 2x STUDS WITH PLATE NAILING PER SHEAR WALL SCHEDULE. [13] MIDWALL/CORNER WALL END [14] STUD WALLS SHALL BE 2x6, CENTER HOLD-DOWN IN STUD WALL. SCALE NONE SHEAR WALL SCHEDULE W6 FOR 0.131"�x2�/2" NAILS IN DOUG-FIR LARCH (2012 IBC) [17] SOME SHEAR WALL TYPES NOTED MAY NOT BE USED ON THIS PROJECT. WALL SHEATHING NAIL SIZE & SPACING BLOCKING & STUD RIM JOIST OR BLOCKING 2x PLATE ATTACHMENT SILL PLATE ATTACHMENT WALL APA-RATED AT ALL PANEL EDGES SIZE AT ADJOINING CONN TO TOP PLATE NAILING TO WOOD RIM ANCHOR BOLT TO SILL PLATE AT SHEAR CAPACITY TYPE �1, 2, 12, 13] [4, 5] PANEL EDGES [3, 6, 14] BELOW [7, 8] JOIST OR BLOCKING BELOW CONCRETE BELOW [10] FOUNDATION [11] LBS/FT W6 15�32" 0.131 "�x2�/2" � 6"OC 2x CLIP � 16"OC 0.148"�x3�/4" � 8"OC 5/g"� � 48"OC 2x 260 W4 15�32" 0.131"Dx2�/2" � 4"OC 2x CLIP � 16"OC 0.148"�x3�/4" � 6"OC 5/g"0 � 48"OC 2x 350 W3 15�32�> 0.131"�x2�/2" @ 3"OC 3x CLIP C� 12"OC �.148"�x3�/4" � 4"OC 5/g"� @ 32"OC 2x 490 STAGGERED W2 15�32 0.131"�x2�/2" � 2"OC 3x CLIP � 16"OC 0.148"�x3�/4" � 6"OC 5�8��� p 24"OC 2x 640 � STAGGERED EACH SIDE (2) ROWS [9] 2W4 BOTH SIDES 0.13��ST G1GER D 4"OC 3X CL�CH� S D'OC 0.14(2�XROWS �g�6"OC •• •• 5/g �� 24 OC 3x [16] 760 2W3 15�32" 0.131"�x2�/2" 4 3"OC 3x CLIP � 12"OC 0.148"�x3�/4" � 4"OC 5�8��� � 16"OC 3x [16] 980 BOTH SIDES STAGGERED EACH SIDE (2) ROWS [9] CLIP � 10"OC 2W2 15�32° 0.131"�x2�/2" � 2"OC 3x CLIP � 10"OC EACH SIDE [7, 8]10R 5�8�°� p 16"OC 3x [i6] 1280 BOTH SIDES STAGGERED EACH SIDE (2) ROWS OF SDS /4x5 SCREWS � 8"OC [9] NOTES: [1] INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. [2] WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING SHALL BE STAGGERED SO THAT JOINTS ON THE OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS. [3] BLOCKING IS REQUIRED AT ALL PANEL EDGES. [4] PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS, OR DOORWAYS OR AS DESIGNATED ON PLANS. HOLD-DOWN REQUIREMENTS PER PLANS. (ALTERNATE NOTE: WALLS DESIGNATED AS PERFORATED SHEAR WALLS REQUIRE SHEATHING, SHEAR WALL NAILING, ETC. ABOVE AND BELOW ALL OPENINGS). [5] SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLD-DOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLD-DOWN POSTS. ADDITIONAL INFORMATION PER HOLD-DOWN DETAILS. [6] INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS. ATfACH SHEATHING TO INTERMEDIATE FRAMING WITH 0.131 "0x2�/2" NAILS AT 12"OC WHERE STUDS ARE SPACED AT 16"OC AND 0.131"�x2�/2" NAILS AT 6"OC WHERE STUDS ARE SPACED AT 24"OC. [7] BASED ON 0.131 "�x1 �/2" NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131 "�x2�/2" NAILS WHERE INSTALLED OVER SHEATHING. [8] FRAMING CLIPS: A35 OR LTPS OR APPROVED EQUIVALENT. [9] WHERE BOTTOM PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS OR SCREWS, PROVIDE DOUBLE JOIST, RIM JOIST OR EQUAL BELOW. STAGGER NAILS/SCREWS IN ROWS 1�/2" APART MINIMUM. SHEAR WALL SGHEDULE - DOUG-FIR LARCH 01430 T/SLAB PER PLAN . � w � SHTHG PER SHEAR WALL SCHED • BUNDLED STUDS OR POST i• i i PER PLAN W/ EDGE NAILING i�'� ENTIRE STUD HEIGHT PER � � � � SHEAR WALL SCHED i i• i•i i i i.i HD PER PLAN CONC SLAB BEYOND �PT BOT PLATE �---------------��-----------------�-r- �� � ' --"'-1 I 1=� �'-� =1 I I- 2x EMBED SQ MIN AT HDU HOLD-DOWNS _�-HEADED AB'S - PER HD SCHED -THICKEN CONC SLAB FTG AT AB AS REQD TYPICAL HOLD-DOWN AT THIC�ENED SLAB FOOTING 06093M SCALE: 1 "=1'-0" [10] ANCHOR BOLTS SHALL BE PROVIDED WITH HOT DIPPED GALVANIZED STEEL PLATE WASHERS 0.229"x3"x3" MIN. THE HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTED 13��g"x13/4" PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT. PLATE WASHER TO EXTEND T0 WITHIN �/2" OF THE EDGE OF THE SILL PLATE ON THE SIDE(S) WITH SHEATHING. INCREASE PLATE WASHER SIZE AS REQUIRED. EMBED ANCHOR BOLTS 7" MINIMUM INTO THE CONCRETE. [11] PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT-DIPPED GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC.) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. ADDITIONAL INFORMATION PER STRUCTURAL NOTES. [12] �/16" APA-RATED SHEATHWG (OSB) MAY BE USED IN PLACE OF 15�32" SHEATHING PROVIDED THAT ALL STUDS ARE SPACED AT 16"OC MAXIMUM. [13] WHERE WOOD SHEATHING (W) IS APPLIED OVER GYPSUM SHEATHING (G), CONTACT THE ENGINEER OF RECORD FOR ALTERNATE NAILING REQUIREMENTS. [14] AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE 3x STUD. DOUBLE 2x STUDS SHALL BE CONNECTED TOGETHER BY NAILING THE STUDS TOGEfHER WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING, PER SECTION. [15] CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST-IN-PLACE ANCHOR BOLTS. SPECIAL INSPECTION MAY BE REQUIRED. [16] NAIL STUDS TO 3x SILL PLATES WITH EITHER (2) 0.148"�x4" END NAILS OR (4) 0.131 "�x2�/2" TOENAILS. [17] WX WHERE "W" INDICATES WOOD SHEATHING AND "X" INDICATES EDGE NAIL SPACING. [18] EDGE NAILS SHALL BE LOCATED 3/g" FROM PANEL EDGES. STUD WALL PER PLAN- PT SILL PLATE CONC SLAB PER PLAN-� T/SLAB PER PLAN 4�/2" (MIN) 1 -�MA i SECTION OINING PANEL EDGE IEL EDGE NAILING, TYP NAILS TO MATCH PLATE NAILING (2) 2x STUDS 6'-0" MAX SCALE: NONE v �1'1GIfl���5� 818 Stewart Street, Suite 1000 Seattle, Washington 98101 P: (206) 332-1900 www.dci-engineers.com CIVIL / STRUCTIJRAL O Copyright 06/2016 D'Amato Conversano Inc. All Rights Reserved This document, ond lhe ideas and desiqns may not 6e reused, in whole or in porl, withaut written permission from �'Amalo Conversano Inc. D'Amoto Convarsano Inc. disclaims any respansihilily tor its unaulhorized use. . �, • '. a � � 1, " ■� � �z 1 , ' , � . . .'. , �` • "• • Delta Issue Nr. Description Date 14 EXTERIOR ISSUE FOR PERMIT 06.21.2016 1 _�____°�°� � �EVIE4���IA��E � �pi��P�����p � Au� 2 9 Zo�6 i a a. d . a� a -. a ; .. e.• � e .. a a�• �.� . ' ° ° . e ,a �a. •d ` � ' : _' " ' .. •'a ' . i � . �n d. �.. a . . � . a . y . .d .. ' .. '. a' ;-q'. . , . , .a , � . .. .. �o � . ' � . . . . �� de a a • . a� . . , . • . . < . a :a a .a• a. a . • a • � a a 4. . ° . ° ° : ��' a.' •.a . . . 4. , g . - .o , . ,. . a. o a a. 8. e °.' . �. <' � a • '°� , .. � . • 'a 'Q . . � ' ° p ° ' ' . Q.: .d . . � e d . . . . . . . . . �. a . a. . . , a ' d. e d � . �d a, e ANCHOR BOLT, TYP NOTES: 1. USE 5/g"� ANCHOR BOLTS WITH 7" MINIMUM EMBEDMENT INTO CONCRETE SLAB. 2. EACH SILL PLATE PIECE SHALL HAVE (2) BOLTS MINIMUM. HOLD-DOWN ANCHORS ARE NOT TO BE CONSIDERED AN ANCHOR BOLT. 3. LOCATE BOLTS WITHIN 1'-0" OF SILL PLATE PIECE ENDS AND AT 6'-0"OC MAXIMUM. 4. USE PLATE WASHER PER SHEAR WALL SCHEDULE AT EACH BOLT. STANDARD CUT WASHERS ARE ACCEPTABLE AT NON-SHEAR WALLS. 5. DO NOT DRILL Ob'ERSIZE HOLES THRU SILL PLATE. USE � � f 16"0 DRILL BIT. 6. SILL PLATE THICKNESS AND FASTENING AT SHEAR WALLS PER SHEAR WALL SCHEDULE. 7. CONTACT THE ENGINEER-OF-RECORD FOR POST INSTALLED ANCHOR OPTIONS. TYPICAL SILL PLATE ANCHORAGE T0 COfVCRETE 12 06910 SCALE: 1 "=1'-0" �;it� �f'ful��la i �u��..���'S� � f � . .� ,� � . Drawn: SW Check: TK Owner Approval: Job No:16011-0143 Scale: AS NOTED l��C�l�/EQ �1�'1� �% 7'U�CWIL� ST " lJ �'i1�U I�AL �� ,' y°� ����'b � i�^:��� D �T�41 LS ���nnir c��T�R Title: � Sheet: a Q pUWAMISH RIVER WM _`�____„_- �; .____ -�-�,= � � �� -_.__. _� � �_ � ��� �- `9! ro, x c'� '-�Cs.-.--___� �'c r� FS��; 'Y � .i '� �. i'� ` �.� . *r ¢ `�� ,` �• ��� � : V+: �s. \ Z � v� S,� a �x O O N- . �, n. �/� �.�.� n6.. �c' ♦ /�,. + „- '.; OHWM NOTE: NO TREES LOCATED THIS SIDE OF BIKE PATH '``r�._.,,- - .-.-'"'''"�f- �• .�OP S��PE --_______---"��~� `�- � -- - � /./ u I r ng�x F' II � m � `� , U � S9. ._---�`x- - � 00 �� < w U °zX ¢ � w sc, W � .� Q � o x �c w . 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SCALE 1 " 20' � � �' �._ I VE � C��f� c� r T � a� �N � L�1 i� '��`l��,�t.�"1c�t��w���"�`c�i�Y� `�{� ; �N 6/9/96 ADDTL TOPO �� ������ � � �� t� . � 4.�U� L. ��FB�iIT CENTEf� 20F4 _�1 � e ,� �. . �,� ����ti� Gitjl._ ��►c��N �uti��+�� � M I--- uJ W Z � W W vJ �>>>� ��u�D ��"�",` C�r� TU{{V�/IL > .., � t� �N fv�•� .r �e �:'�Ja'� r� � f�°:��i� ��R!ViiT CENTER � w � � �� �w �- a � W Q � � . o z N O � � O � N � U Z W U � � _ � a � � � o U ` � O� � O � JOB NUMBER: DATE: DRAFTED BY: CHECKED BY.• SCALE: ��� .� .� t� / f � , . . a 4 r • ,� M t � MA Mlp ♦• t�1 � � � tlt � t i � � m � �. � .. �. 150833 04/26/16 IDV-RSN MAB 1 "= 20' 6 � ADDTL TOPO 40F4 o� U� � T �� o� U,o � U �� i_+ � � U � �.__ o� �� �o �o� Y m =o m� �Q �Q .m �_ L �C.- O 3 .� � �� ._.� U r� �o O V O � C N O •� U � _ � a"' C N � ` C O O � � �.� �y= a�W �°oU ` � ? O C ���,m � �� U,C•` O t �N-`p.�7 N � � W��C� n tA �•- I.i� ��L"' N � � C �� o.o O � C.0 y_�O N �p.N _� � H N.� VICINITY MAP SCALE: N.T.S. � ���'^i ` ��i } ir3� �i{�. SURVEY CONTROL MAP N ..4�.� ��� � i �app� �.S�S� �al��. ��J�».. � �. �����°��n�o- � ����' �� .�� _,s. �'�,�.. ��"'''�;.. �... �, .� � � � �°' � � �',�, ��. � ��, � ��,, �' � � � � � ,� � . � � � '"t �'A� � h., � i� � � � `a. �k� � � PROPOSED LEGEND w ss SD GAS GAS GAS ECD ECD PROPERTY DESCRIPTION WATER LINE ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON, BEING A SANITARY SIDE SEWER PORTION OF LOT 7 AS SHOWN ON THE PLAT OF GATEWAY CORPORATE CENTER, RECORDED IN VOLUME 144 OF PLATS, STORM SIDE SEWER PAGES 23, 24 AND 25, UNDER RECORDING N0. 8901230879, GAS LINE RECORDS OF KING COUNTY, WASHINGTON, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ELECTRIC CONDUIT SIDE SEWER CLEANOUT BEGINNING AT THE MOST EASTERLY CORNER OF SAID LOT 7; THENCE FROM SAID POINT OF BEGINNING, ALONG THE BOUNDARY 2" WATER METER VAULT LINE OF SAID LOT 7, SOUTH 41°46'16" WEST 424.58 FEET; THENCE FROM A TANGENT THAT BEARS NORTH 28°15'14" EAST, ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS FIRE METER VAULT OF 180.50 FEET AND CENTRAL ANGLE OF 76°28'S8", AN ARC FDC LENGTH OF 240.94 FEET; THENCE TANGENT TO THE PRECEDING CURVE NORTH 48°13'44" GAS METER WEST 250.43 FEET; THENCE TANGENT TO THE PRECEDING COURSE ALONG THE ARC SILT FENCE OF A CURVE TO THE LEFT HAVING A RADIUS OF 180.50 FEET AND A CENTRAL ANGLE OF 46°18'05", AN ARC LENGTH OF 2" ASPHALT GRIND 145.86 FEET; AND OVERLAY THENCE LEAVING THE BOUNDARY LINE OF SAID LOT 7, NORTH 04°31'49" WEST 41.60 FEET; FULL DEPTH TRENCH THENCE NORTH 41 °46'16" EAST 362.06 FEET; RESTORATION THENCE NORTH 48°13'44" WEST 31.00 FEET; THENCE NORTH 16°58'14" EAST 333.84 FEET TO THE BANK OF CONCRETE SIDWEALK THE DUWAMISH RIVER, AT THE MEAN HIGH WATER LINE AS SHOWN ON SAID PLAT; THENCE ALONG SAID BANK OF THE DUWAMISH RIVER, EASTERLY AND SOUTHERLY TO THE POINT OF BEGINNING. EXISTING LEGEND L+� AREA DRAIN '� `�' ���` xr���r��� ASPHALT SURFACE ��,�� �k�"�. �^,���� �, .. :,�� ��'� BRICK SURFACE BQI. � BOLLARD ?.�.Q�g3Q�Qi BUILDING �-- ROW CO o CLEANOUT � CONCRETE PIPE ��� CONCRETE SURFACE CONCRETE WALL PMV o ELECTRICAL VENT '�` FIRE DEPT CONNECTION � FlRE HYDRANT LUM � LUMINAIRE ►�� MONUMENT IN CASE (FOUND) w "�-T WATER VAULT REC�BX RECORDING BOX PIVQ POST INDICATOR VALVE Q POWER MANHOLE PM HH � POWER HAND HOLE PV POWER VAULT REBAR & CAP (SET, LS# 46876) ROCKERY SS SEWER LINE � (v� SEWER MAINTENANCE � STORM DRAIN MAINTENANCE 0 CATCH BASIN T-1 � SIGN (AS NOTED) SD STORM DRAIN LINE SIZE TYPE O TREE (AS NOTED) WM C3 WATER METER �v ,DQ WATER VALVE � YARD LIGHT 0+ BRASS DISC (FOUND) � REBAR/CAP (FOUND AS NOTED) ;•� TACK/NAIL (AS NOTED) OHWM ORDINARY HIGH WATER MARK CONTAINS 350,666 SQUARE FEET (8.05 ACRES) OF LAND MORE OR LESS. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. VERTICA� DATUM NAVD88 PER GPS OBSERVATIONS (CONVERSION RATE OF -3.52' FROM NAVD88 TO NGVD29, PER VERTCON, AN ONLINE CONVERSION PROGRAM PROVIDED BY NGS.) BASIS OF BEARINGS ACCEPTED THE BEARING OF N 48°13'44" W FOR THE CENTERLINE OF GATEWAY DR S, BASED ON FOUND MONUMENTS IN CASE, PER REFERENCE N0. 1. REFERENCES 1. CITY OF TUKWILA SHORT PLAT N0. 89-1-SS, REC. N0. 8904120877. 2. CITY OF TUKWILA SHORT PLAT N0. 85-32-SS, REC. N0. 8611179001. 3. PLATE OF GATEWAY CORPORATE CENTER, REC. N0. 8901230879. Tl�ese pians have been revie�=�ed by the Public ��Torks Department for conformance with current City standards. Acceptance is subject to errors and omissions wl�ich do not authorize violations of adopted standards or ordinances. The responsibility for the adequac� � of the design rests totally with the designer. Additions, deletions or revisions to these dra«�ings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. - Final acceptance is subject to field inspection by the Public Works utilities inspector. - Date; �y � = " , _, .: 8�� i�� .: m : SURVEY NOTES 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN APRIL OF 2016. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 2. BURIED UTILITIES SHOWN BASED ON RECORDS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE IN THE FIELD. GEODIMENSIONS ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS OR ACCEPT RESPONSIBILITY FOR UNDERGROUND LINES WHICH ARE NOT MADE PUBLIC RECORD. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER/AGENCY. AS ALWAYS, CALL 1-800-424-5555 BEFORE CONSTRUCTION. 3. SUBJECT PROPERTY TAX PARCEL N0. 271600-0075 4. TOTAL SUBJECT PROPERTY AREA PER THIS SURVEY IS 370278f S.F. (8.50f ACRES) 5. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST THAT ARE NOT SHOWN HEREON.. 6. INSTRUMENTATION FOR THIS SURVEY WAS A TRIMBLE ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE DIRECT AND REVERSE ANGLES, NO CORRECTION NECESSARY. MEETS STATE STANDARDS SET BY WAC 332-130-090. OV�N ER V BECU - TUKWILA FINANCIAL CENTER 12770 GATEWAY DR. TUKWILA, WA ARCHITECT INTERIOR ARCHITECTS 1001 FOURTH AVENUE, SUITE 3600 SEATTLE, WA 98154 PHONE: (206) 438-0396 CONTACT: NANCY HEYWOOD CIVIL ENGINEER DCI ENGINEERS 818 STEWART STREET, SUITE 1000 SEATTLE, WA 98101 PHONE: (206) 332-1900 CONTACT: DARREN SIMPSON STRUCTURAL ENGINEER DCf ENGINEERS 8t8 STEWART STREET, SUITE 1000 SEATTLE, WA 98101 PHONE: (206) 332-1900 CONTACT: BRUCE ZHONG CITY�O� TUKWILA JUL 2 8 2016 �ERMI'T CENTIER SHEET INDEX TITLE SHEET AND VICINITY MAP .....................................:.................. C001 T.E.S.0 Pl.AN ...................................................................................... C100 T.E.S.C. NOIES AND DETAILS ...........................................................: C200 SITEPLAN .......................................................................................... C201 GRADING AND DRAINAGE PLAN ......................................................... C300 U1ILITY PLAN ..................................................................................... C400 NOTES & DETAILS .........................................................................:... C401 �m�� � �,[��, ,��������¢ � b � �� � � �R�� �j ����� ����������. w , � C��� :� �� ;a . i . i .! ^�',, _, 1 . { . � . • •. . � �; � �1� .� �,� . �,,1`� A" SI � ,``GDF WASy���� .�j� � N� _ � '��,' ,�� 2�sss �4 �FGISTER�o � .��'S��L ���' D�fTEor/z/zo�6 R�VIE��P AN�CE �t}DE C p►'PP�O��D i AUG 2 9 2016 �i� �� `�ut�wil� �i�r�.nfr�� aiv�s��r� Delta Issue Nr. Description Date 1 PER CITY COMMENTS 07/21/2016 � � � � � � �� 818 STEWART STREET• SUITE 1000 SEATTLE, WASHfNGTON 98101 PHONE: (206) 332-1900 • FAX: (206) 332-1600 WEBSITE: www.dci-engineers.com CIVIL / STRUCTIJRAL � Capyright 07/2016 D�Amato Conversano Inc. NI Rights Reserved Thie document, and lhe (deas and deeigne moy not be reused, in whole or tn part, without written� pertnission fmm D'Pmato Conversano Inc. D'Amato Convarsano Inc. disclaims� any responsibility for its unauthorized use. Drawn: JCG Check: DAS Owner Approval: Job No:16012-0012 Title: COVER SHEET Sheet: C-001 Scale: `o� U y t� T C� O C UO � U F- a,�=,, �% � �c � U �C O � � �O O� t m �O N � _ p�fl. C a � � C L � C � 03 ,U � t�A j ._,� . U L � �' O O V c� o� �N o •N U E.� �� �=N c� �'� c � `•� a� c a y W ��� U V 'D >- o � � m o��. U,C•` � 7 (�Os ��-p3 N � N W�Nm y�� LL °'�' � �`��°'� 0 _O p.0 O � C — y_� N �p.N Lt � H- (n.� � � � � ��a � �� � � a'' �'� a\�� �' NEW 6" ''^�,� v� r ' %% . � 9 ! ' a �--." / `4'� � '° � . � � / . 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Up ��i � ''. ... � 0 � CV li o� ¢� �v� � --- .._._ --- --- -- _"' "'_" .� J � �r�.�1 �p \ / � \ �\ \ ' o� `" / — OG' � � .I.r,F.se plans havc (�Gcn revi���fef1 t�y t�i� �'t�f�l�� v`:�orks Department for con%rmance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac� � of the design rests totally with the clesigner. Additions, deletions or revisions to these drawings after this date will void this acceptance an� S7aill require a resubmittal of revised drawings for subsequent approval. -_ _ Final acceptance is subject to field inspe�tion by the Public Works utilities inspector. _ Date: �3y; sa�2� � � .- . : �� s . �� � 20 GRAPHIC SCALE 20 ( IN FEET ) 1 inch = 20 f� F{ '� �� � ,�� i �` � � - CITY 4F TUK�w/��A JUl 2 8 2016 �`PERII�IT CENTER � : . I rr" � � � . .�.,. Y � � � � �. '�; � t� � s '�'' .♦ .�7 .,;. *' s � �' � `� � L�TEo��z�zo�6 �t�VIE� P�IAN � ��d� � p►'�'�'i���'�D ► AU� 2 � 2016 Cjf�f of `�UkWll� �BUILDING DIVISION Delta Issue Nr. Description Date 1 PER CITY COMMENTS Q7/21/20t6 � � � 0 818 STEWART STREET• SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 • FAX: (206) 332-1600 WEBSITE: www.dci-engineers.com CIVIL / STRUCTIJRAL 00 Copyright 07/2016 D'Amato Conversano Inc. NI Rights Reserved Thia documen4 and the fdeas and deaigns may not be roueed, fn whole or in parl, without written partntssion from D'Amato Convereano� Ina 0'Amato Comersano Ine. disclaims� any ra+ponsibilily� tor its unauthorized usa. 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A � . . . o� , . v � 0 � p '• a; • 4 „� � � l �. i ;` �` 6 4f F �� � I ♦� � z��. �` P :t `' � • • • ,�� � SI oF wasy, '� �`� � �c �' � _ � �, ,.d� 1 /S56 "�' �F�rsT�R``° 4' �'�'S�x�L ��� DfiTEo�/z/�o�6 � IEWEpL AR�CE �����p� ��� AUG 2 9 2�16 ci� af iukwi�a t3Ull�tai�� QIVISION . Delta Issue Nr. Description Date 1 PER CITY COMMENTS 07/21/2016 � � � � � p 818 STEWART STREET• SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 • FAX: (206) 332-1600 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL O Copyright 07/2016 D'Amato Conversano Inc. NI Rights Reserved Thie document, and the (deas ond deaigne may not be reused, fn whole or in part, wiihout written partnission from D'Mnato Conver�ano Inc. D'Amato Comersana Inc. disclaims any rcsponsibilily for its unauthorized usa. Drawn: JCG Check: DAS Owner Approvai; Job No:16012-0012 Title: T.E.S.C. PLAN Sheet: C-200 0 O � �Y �T �� Uo �U � Y ' N .� � 0 � U � C Q._ o °' � �i �- a`o s� �> �� �, Q �Q .� � � L Y C t' .O � � ,U N � � ,N 7 7 � . U N � a��+ � O � C � O C �� o •�C U C:Y �c . N � N oo� N U.'� ��� a�,W o�oU ` a TOc � � y � � �� �._.� ��o ��� � N� � � � � WmN°� �,�_ ��> � �3�c � �=o 'O p�U. o°���- N_-� -C L `> �{"- N.� SEDIA SECTION VIEW NOT TO SCALE �ra��ER ALLC)WABLE ALTERNATiVE TIE-DOVil1+! METHt3D f`o �L B" DtAMETER WAITLE SPACING TABLE �SLOPE MAXIMUI� SPACINGt 1Fi:1V 10'-0" 2H : 1V 2a - o° 3H:1V 30'-0" 4H:1V 40'-0" �ss ;ATE DEVICE CONTOUR LINE (TYP.) �A NOTES 1. Size the Below [nlet Grate Device (BIGD} for the starm water structure it wilf service. 2. The BIGD shall have a built-in high-flaw relief system (over�ow bypass). 3. The retrieval system must atlow removai of the BIGD without spilling the coi[ected materiai. 4. PerForm maintenance in accordance w'rth Standard Specification 8-01.3(15). DRAINAGE GRATE ANGI.� TERIWINAL END UPHILL 24" TO 4$" TO PREVENT FLOW AROUND WRTTLE i�nr�•) WATTLE 'iRENCH � SEE NOTE 1 : FOR $EDIMENT ISOMETRfC VIEW Z�� x 2�� x 24" UN-TREATED WOODEN STAKE (TYP.) WATTLE DETAIL SPACING VARIES � SEE WATTLE SPACING TABLE (lYP.) � I � SECTION ( A ) � YVATTLE lNSTALLATION ON SLOPES � �NP.� STATE OF WASHINGTON r��i V�j REGISTERED ��^ LANDSCAPE ARCHITECT <,,,� MARK Wo MAURER CERTIFICATE NO. 000598 NO'2 TM3FTANISNOTA[EYIALfN6hVEERINQDOCf/- uanaurw¢�cmawcouxrca� nrea+icwu.srcr+mern��vcwemarro APPROk�FQRPfI&lCA770K l31�PTONFIIEATTHEWASHIMOiON 9Ti1 JEDEPART- A�NTOIFTRAM1ISPQRTATION. ACQ�YMAYHEOBTAINEDUP0.YItEQUEST. �iTOlt� Di�IN II�LEY PROTECTIt1N S'�'/��D�RD PLAN 1-40.20-0� SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich lli 09-2U-07 STATE OESlON ENQINEER DA7E Y Washingta� Stats Department of TrcrospoNation '�f NOTES 1. Wattles shall be in accordance with Standard SpeciFication 9-14.5(5). Install Wattles along cantours. Installation shall be in accord�nce with Standard Specifiaation 8-01.3(10). 2. Securely knot each end of Wattie. Overlap adjacent Wattle ends 12" behind one anather and securely tie together. 3. Compac# excavated soil and trenches to prevent undercutting. Additional staking may be necessary to prevent undercutting. 4. Install Wattle perpendicular to flow along contou�s. 5. Wattles shall be inspected regularly, and immediately after a rainfr�ll produces runoff, to ensure they remain thoroughly entrenched and in contact with the soii. fi. Perform maintenance in accordance with Standard Speci- flcatlon s-a1.S(15). 7. Refer to 5t�ndard Speclflcation 8-01.3(16) for remaval. WA7'f'LE (TYP.) � SEE DETAIL STATE OF WASHINGTON REGI5iERED LAND5CAPE ARCHITECT ��''" ""'��C3 Sandra L. Salisbury SANDRA L. SALISBURY LICENSE NO. 860 DATE: June 10, an�3 nror� nnsvuw�sworerFonc�worr�ravQ�ocu- MEN78UTANELECTRO�VlCDUPLlGTE TM�bWPa1FU451GN�8YTi£'fNdlMEEkANb APfY�lOYEO FIXtWBLM.A7101J, IS NFPT ON FdEAi'Rf WASH/NtlTON STA7EDEPART- MENTOFTRAN3PORTATION ACMYMAYBEOBfAWEDUPONREGLE3T. ATTLE INST�LL.�'�'Id� O� �iLC�►PE STI�ND�IRD PL�►N 1-30.50-01 SHEET 1 OF 1 SHEET APPROVED Ft�R PUBLICATION Pasco Bakotich l►l 6f10/13 STATE DESIGN ENGINEER �ATE ��"` Washington Sfate Departmsnt of Tranaporlation �� EROSION AND SEDIMENTATION CONTROL N�TES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARWG LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WI�L REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PRO�IDE TEMPORARY ANQ PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL:. A. L�i C. PROTECT STOCKPILES AND STEEP CUT AND FILI SLOPES IF UNWORKED FOR MORE THAN 12 HOURS STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE PROPERN WHERE SUCH FRCILITIES ARE LQCATED. 8. DURING THE LIFE OF THE PROJECT, THE PERMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPIACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES AND OTHER PROTECTiVE DEVICES IN ACCORDANCE WITN APPROVED PLANS. 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATtJRES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICAl10NS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICAl10NS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHR�LINSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE. OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED,INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERMITTEE SHALL AT ALL T1MES PROJECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS-OF-WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERAl10NS. THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF TNE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERAl10NS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A. :� C. L:� E. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN THE 48 HOURS FOL.LOIMNG INSTALLATION OF ESC MEASURES. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACiLITIES. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. ...,� �.'��'�,:� i:��i� uyir � �'�'i;;s�iecl o�' i'iL Pui�lic V;'er.i:s Department for confuri�la��: ,vit�� ; ucrent Cit�� stanc�ards. Acceptance is �ubject ro errors anci oinissions wlzich c�o not authorize violations of adopted standards ar ordinances. The res�onsibility for the adequac� � of the design rests totaliy with the designer. Ad.ditions, deletions or revisions to these dra«iings after this date will void this acceptance and �=aill rec�uire a resubmittal of revised drawings ior subsequent approvaL Final acceptance is subject to f eld inspection by the Public Works utilities inspector. Date: �y; 1 S Zk �� _ J�� ; : � �. � � �� � � � ;.' ' ,, . � . . s " � �• '•• R �� � �OR COC)� �t�t� v� ��� ppP�� � AUG 2 9 ��16 �ity �f `�ukwita gU1LDINC ��VIS1oN Deita Issue Nr. Description 1 PER CITY COMMENTS Drawn: JCG D�TEo�/z>�zo�6 Date 07/21/2016 S o 818 STEWART STREET • SUITE 1000 SEATTLE, WASHINGT�N 98101 PHONE: (206) 332-1900 . FAX: (206j 332-1600 WEBSITE: www.dci-engineers.com CIVIL / STRUCTI.JRAL � Copyright 07/2016 D'Amata Conversano Inc. All Righls Reserved ihia document, and Ihe ideas and designs may nol be reusod, in whale or in port, wilhaul. wrillen pe�mis;ion lmrn D�Amalo Conversano� Inc. �'Amalo Comersano Inc. discloims any responsi6ilily for �ts unaulhnri:ed use. Jab No:16012-0012 ��4�'�'��U�n f�f ��r �f,��� "� , � �� ;� �` � �� �� RECEIVED CITY OF TUKV111LA JUL 2 8 2016 PERiVIIi CENiER. Check: DAS Owner ApprovaL• Title: T.E.S.C. NOTES & DETAICS Sheet: C-201 Scale; `o� U y m T C� OC Uo � U i"' y .N •� � �v m �c. o� „- N 3 �o` `o'� L �p �O N �. �a c o- m �c t�c._ .o � �� .j.� . U N � � � O v m o � �'� o •�'v � �� C � _ � Q 0 � � � m �� C QN.W ooU ��O � �- o � �mo��. g.5•c ��mr �N�� ��m Wmrnm ^ m �•- L.L�� ���c � � � o.o ,,0�=U �_-� � �.N L.0 I� �f-- (n.� � / .- .c ..,,. ...,, , �. v !i �^.``�-..,,..,,,,, .� ur� � V �� .� / � � � ` � Q � � d '�� � i �'/ '""`_ � � \ ^ ��c� / ",.. � ���M � � �� <�> / M / � 1� 51�T8�� � �M � '� = d S /,` ,y� / / c.a � � .,,.. \ / M �� � «s — a Sb �v �, `� ` j �'� � M '_' z ° ` o �. �,,: � �' � / �1 �M � N� � ° �2A�� ., / J \ o � c,... �`'�'M U ;� / ♦ �```-..,y� N � _.,,. � / / \ o `'„�.._M N � / , " �,y� � � Sp � p y �'~��•..M ar Sb � � �.`M _�_ � � �1 �� � '.�--__� �� S� ` � �� � �� `'``,--..� \ � �~-, `. M .� N� `�------__ h4 __�______-_ M ---____.._. M .�.,____ M - l 1 . � ` UP /� / ' ~• _. / � / ` NEW CANOPY C �-`._.�' �- �. �. � � � C�p �. � Up� � `" '�.. � "_`�`�____....� - � O�' � O�' i �J�hesc plan�� l�<ir� hr.��ri rc�it��,��:;. �..;� ;-iiuiii: ��;�e>>-1cs I.���?<iri.ril�:x1C ft�i` �onfnr'n7ance ��vit�i current t�it�• st�tridaras. �'�cc�ptance is subject to errors and �mi�sic�iis �vhich c�o not authorize violations of :�c1���ted sta�dards or ordinances. The responsibility �or the adequac�` of the design rests totally with the t�esigner. Ad.ditions, deletions or xevisions to these drawings after this date �vill void this acceptance . and erill require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspe�tion by .. _:: the Public Works utilities inspector.. _ - Date: �y g 2�c l� = : = � �° - � �=1 . w ... � GRAPHIC SCALE 20 0 �o so ( IN FEET ) 1 inch = 20 f� ; �, �,� � . ; , � ,�; '� `� " s ,. RECE11lED CIiY t�F TUKVUILA JUL 2 8 2016 PERiVIIi' CENi1ER �f ♦. J � . ,� �� ��' � s � 5 Y.,� 1� �d '�- �� �; � i,'� . ;, s •� � y. ;, R'E,VIEW�� FaR �0�� C�� ��� G� �APP��' � �u� 2 g 2o�s �j�► �� °Su6�wiS10N �UILDI��; DI Delta Issue Nr. Description 1 PER CITY COMMENTS D�fTEo�/z/zo�6 Date 07/21/2016 � � � � 818 STEWART STREET • SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 • FAX: (206) 332-1600 WEBSITE: wvuw.dci-engineers.com CIVIL / STRUCTUF2AL 00 Copyright 07/20t6 D'Amato Canversano Inc. NI Rights Reserved Thie document, and the Ideas ond designe may not be reused, in whole ar fn part, without writlen partnission from D'Mnato Canversnno Inc. D'lunato Conversano Inc. disclaims nny responsibility for ita unauthorized� usa. Drawn:: JCG Check: DAS Owner Approval: Job No:16012-0012 Title: GRADING & DRAINAGE PLAN Sheet: C-300 Scale: `om �y �� c� oc Uo m U H � Y N •� C � U m �C O y 7 �O O� ' L c0 � O m �. � ma c� �c ' m � L �, O � �� 3 ._ �, vm N � 7 m . U = m +� O V C Y .� c No II �� c 7 � y N C `m O.O C m �•� m�� a�nw °°oU V -o y � C (O �m��. V C.` � � �L �N� � m � � WfON� Nm� ��� .3mc � m� � o,o m C'V O � N m �.` �HN� `Sp / � 4" X 6" CUT TEE TO' �, 0° �- z CONNECT 4" SANITARY SIDE SEWER � INTO EXISIING 6" SIDE SEWER ``�� � � �' 6" IE = 17.27t � �`''�-%``"`,M i � r r i / _'```-�M NEW 4" PVC SANITARY = o s,� i `~-�.� S I D E SEWER � n.. o "' ~�..�` 1 \i ' - �� o M NEW 4� SANITARY � � � ��,� SEWER CLEANOUT "' � U �`` PER COT STD DWG SS-03 ,,, � M�� � � �� _'��1 �� � M � / 6" SIDE SEWER �.� J �sa \ � � �'---� �`-.�. `�--...'_,� � \ �`� ��� l M--------. M ._________ M ---�.__ N} _ / � L�1 � Ga1 �� d =� <C C� �X� v � _.._---_'_."`"_� .�r� `�� EXISIING PARKING STRUCTURE — 4" PVC PIPE FROM BUILDING PLUMBING � TO LIFT STATION � . -� � — 2" VENT PIPE FROM �LIFT STATION BACK TO KIOSK VENT STACK NEW 48" DIA MH TO HOUSE SANITARY SEWER LIFT STATION , � " t�r� � /. `� � / . � � -----__ � �` , „ � -- -, �.. , , .. �, .�'`` Up '� -`��--`��'•."�..-�.`.,.-,: �. \ � � -�, — � �� \ ti/ �n � � � /`�.' U tY � � / � / � as �____-..__ � o� \ Q5 �� y � � r�, �� -----�` � \ \ ��" UA \ � � c � \ � �,i�.tr-, i, '�., ., __ .`.; '�y _:s '1'�i'olic � - �: � \�;�c;rks I7c��artmcrit �u� ��Urito�'rriil'nce s�tt,ri cu�rent i;ity standards. Accepcan��; i� s«�is;ct �� i;rrors aiid �missions which do not au�h�ri�e vi�lati��� s�i adopted standards or ordinances. T�e r�;���c�r��i����t� for the adequac� of the design rests totaily �r�t'h th� ��esigner. Additions, deletions or revisions to the�e �irawings after this date �vill void this acceptance and ��rill require a resubmittal of revised drawings for subsequent approval. -- _ - Final acceptance is subject to field inspe�tion by - the Public Works utilities inspector. - - Date: - BY� _ - � _ ; _,.: - ,_ _ _ � 2�c f � =_� NOTE: ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEY FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF THOSE OF EXISIING UT1LITlES IN AREAS CRITICAL TO CONSTRUCTION, CONTACT THE U1ILITY OWNER/ AGENCY. � s,� ��5 ��., ���� t���< ,�� �.�t„�u���,r. ;�� .,. , , , . , � �� - � � -a �✓ -p�r��"ir��s,'k#;;9`; - 8� �°- °0x�i-I�� "S�+x �SlP � , I, � �1 �.. � 1 �� ,l d �. ,t ���' I ,I ��,� o'' � � • � ! E i��� ��� ��n� ��� ��� �� ����o � ���, 2 9 2016 �i�y o� Tukw'SION �UILDIi�1G}D1v,�,.---- Delta Issue Nr. Description 1 PER CITY COMMENTS 2 PER CITY COMMENTS I%f�TE08�15�1016 Date 07/21/2016 08/15/2016 �l � 6 � � � 818 STEWART STREET• SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 . FAX: (206) 332-1600 WEBSITE: www.dci-engineers.com CIVIL / STRUCTIJRAL O Capyright OB/2016 D'Amato Conversano Inc. All Rights Reserved This document, and ihe Ideas and designs may not be reueed, fn whole or in parl,. wilhout written parmission Trom 0'Amato Comersano Inc. D'lvnato Canversono Inc. dieclaima any responeibilily tar ite unauthorized uae: Drawn: JCG Check: DAS Owner Approval: Job No:16012-0012 v�R��V 1 ,. #� LTfl� Title: UTILITY PLAN Sheet: Scale: 4�a�.W°.wl,":���L_i„� i,� `..�.. �f � ('� �� �.i �+; �a�l% � �.., �S ��� 'i � �Q 6� ��'��-�hU�1�7'� �C:I�T�R om V Y � � C� � C (�,o m� �� � �� U m a= o� �� .o a� �; �a ' °f a �m �_ L ��,, _�� o� U � m �> � U L � Y O o� C Y o� �N o � •� U � Y � N=� �m o.o � m ��� m �, � a�nw � U� U � ? O C f0 m �� � _.� ���� L �N-�� mm� W�N°� y m•C ��� ����� a o•° � C U O �-� m�� �__� � �., SANITARY PUMP CHAMBER 1. DUPLEX PUMP STATION SHALL BE EXPLOSION PROOF SUBMERSIBLE GRINDER PUMPS SIZED TO DISCHARGE AT A RATE OF 20GPM AT 14' TDH.. 2. PUMP FLOATS SHALL BE MERCURY TYPE, AND FIELD ADJUSTED TO OPERATE CORRECTLY. 3. PUMP CONTROLLER SHALL INCLUDE AUDIBLE VISUAL ALARM. 4. PUMP CONTROLLER SHALL BE MOUNTED TO THE EXTERIOR OF THE COFFEE KIOSK IN A CONSPICUOUS SPOT. 5. ELECTRICAL CONDUITS AND FITTINGS PER STATE AND LOCAL CODES, SEPARATE PERMIT REQUIRED. 6. PROVIDE 2" VENT FROM WELL BACK TO COFFEE KIOSK PLUMBING. 7. SANITARY SEWER PIPE SHALL BE GASKETED ONLY; GLUE JOINT PVC PIPE IS NOT ALLOWED. 30" SQ. SOLID LOCKING GASTIGHT MANHOLE FRAME & COVER W/ SS ALLEN HEAD BOLTS AND CAST IN PLACE HAND HOLD RIM=21.00' CHECK VALVE 1 �" PE PIPE ALARM LEVEL ELEV.= 19.50' LAG PUMP ON ELEV.= 19.00' PUMP ON ELEV.= 18.50' PUMP OFF LEVEL ELEV.= 18.00' BOTTOM OF CB ELEV.=16.00' SANITARY SE1�ER LIFi STATION DETAIL SCALE = 1" = 2' 2" VENT BACK TO BUILDING PLUMBING =-- ELECTRICAL CONDUIT BY � OTHERS 4" PVC SEWER PIPE FROM BUILDING PLUMBING I . E. = 18. 50' MERCURY FLOATS WATER PROOF ELEC. BOX WITH DUPLEX PUMP ALTERNATOR PLUMBER SHALL PROVIDE A DUPLEX PUMP SYSTEM CAPABLE OF PROVIDING 20 GPM. SIZE PUMPS FOR 24' TDH. STORM DRAINAGE NOTES: 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE ADOPTED KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE" AND EITHER "DRAINS TO STREAMS", "DRAINS TO WETLANDS", OR "DRAINS TO GROUNDWATER", AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. 4' SERVICE SADDLE �ITH STAIhtLESS STEEL BANDIt� GENERAL NOTES: 2• 3. 4. 5. 6. 7. 8. 9. 10 LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206-433-0179. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE-APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON-SITE. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCT�ON. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS-OF-WAY, EASEMENTS, AND ACCESS TRACTS. DRILL CAST IR�I RI1�i 6 COVER, MARKED • SENER' PER aS�T STD PLAN B-18b- 12' x 12' x6' CONCRETE ENCASE WYE IN HANDPACKED CQt�tCRETE FaR SUPP�RT1 ��i .�J ' � O .�o . � .'o'. .'o. o. .a'o. °� :0 �0���a:0- . .o• � :a. �. .a. o.�� .0 ,c - � :o �ao.: e BEDDIN "•.$' ����'� � SEWER MAIN CONNECTION DETAIL NOT TO SCALE � �'. �a � . . . .00�a:� o. , � � o,:oo. �` ���� �.,s. � �, CONSTRUCTION NOTES: 2. 3. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. PERMITTEE/CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. WORK IN ROADWAYS a. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: b. PRIOR TO ANY ACTIVITY IN CITY RIGHT-OF-WAY, THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. c. ALL WORK REQUIRING L.ANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER T0 THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. d. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. e. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. f. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. UTILITY NOTES: 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. �.� �►yn� • o • Rtr� s� <TO � SEI�iED WITH VIt� AFTER FI1�4L INS'PECTIQPq FIhiISF�D C�tA� PMINTAIN 3' Y htINI 4�• BEND 4' PLUG, i' TREADED STAIldLESS STEEL CQtiPLER T� 1' PE FL�CEe�p�aNns have been revie�;�ed by the Public Worlcs Deparement for conformance with current City standards. Acceptance is subject to errors and oinissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac� � of the design rests totally with the designer. Additions, deletions or revisions to these dra��i3igs after this date will void this acceptance and vaill require a resubmittal of revised drawings or subsequent approval. Final acceptance is subject to field inspection by ;` ` the Public Works utilities inspector. t� � a Date: �% .. � � Q Zk l,� � B�� �� `� � � � e-� � . �., � � �t a �� r � �� .. ." • � �, . . ,� �, �� � � �•� �. �. ,.� ��N A . S/� oF wasy, .O � �P� � ��� �O o � ���% z �O ,Q 'L/tl5D Q �0,�. F�ISTER� F`��ONAL EN� � vl�� ��'� �'0��� � V�� I AUG 2 9 20�6 �i�y o� iukwila gU1L��_� �v�s!�� Delta Issue Nr. 1 2 Description PER CIN COMMENTS PER CITY COMMENTS �%�08�15�1016 Date 07/21/2016 08/15/2016 � I � � � � 818 STEWART STREET • SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 . FAX: (206) 332-1600 WEBSITE: www.dci-engineers.com CIVIL / STRIJCTIJRAL 00 Capyright 08/2016 D'Amato Conversano Inc. Ali Rights Reserved This document, and the ideas and designs may not be reused, in whole or fm porl, wilhout wntten permiseion irom 0'Mnalo Conversano Inc. D'Amata Convereano Inc. disclaima any responsibility Tor ils unauthorized use. Drawn: JCG Check: DAS Owner Approval: Job No:16012-0012 Title: NOTES & DETAILS Sheet: C-401 Scale: ae�.:.t� r; I'VC:;CJ � Q'��' °�f C_3 i i' l.I �: �t/ I L�l ��.;`� 'i � ��e� ;='�E��UI11" C�NTCR