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Home My WebLink AboutPermit D12-378 - PROVIDENCE INFUSION & PHARMACY - TENANT IMPROVEMENTThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D12 -378 Providence Infusion and Pharmacy 3333 South 120th Place RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION F,age # Code Exemption � � �� Brief Explsnatoty Description, Statute /Rule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 159 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. PROVIDENCE INFUSION & PHARMACY 3333 S 1210 PL D12-8'7 378 City SIPTukwila Department of Community Development 0 1:, 6300 Southcenter Boulevard, Suite #100 v� 2 Tukwila, Washington 98188 Phone: 206 - 431 -3670 190$ Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 1023049079 Address: 3333 S 120 PL TUKW Suite No: • DEVELOPMENT PERMIT Project Name: PROVIDENCE INFUSION & PHARMACY Permit Number: D12 -378 Issue Date: 02/04/2013 Permit Expires On: 08/03/2013 Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD , 4TH FLOOR 98168 Contact Person: Name: JOHN R LEUCK Address: 1110 112 AV NE, SUITE 500 , BELLEVUE WA 98004 Phone: 425 - 463 -2000 Contractor: Name: SABEY CONSTRUCTION INC. Phone: (206)281 -4200 Address: 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168 -5121 Contractor License No: SABEYCI033KM Expiration Date: 01/12/2015 Lender: Name: SELF FUNDED - PROVIDENCE INFUSION & PHARMACY Address: DESCRIPTION OF WORK: NEW TENANT: TENANT IMPROVEMENT FOR PROVIDENCE INFUSION & PHARMACY OF 30,763 SQ FT. THE IMPROVEMENT WILL CONSIST OF OFFICE AND CUBICLE SPACE, WAREHOUSE SPACE AND CLEAN ROOM SPACE. FULLY SPRINKLERED. Value of Construction: 4,195,621.00 Fees Collected: $37,563.61 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0010 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D12 -378 Printed: 02 -04 -2013 • • Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: Permit Center Authorized Signature: N Date: Public: Non - Profit: N Public: I hereby certify that I have read and - . ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied hether 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 constructio r the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this peryiit. (,o Date: 042-1 UL-1 I 1 3 Print Name: V t 0(t-- This permit shall become null and void if the work is not commenced within 180 days from 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 DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: 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. 7: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. doc: IBC -7/10 D12 -378 Printed: 02 -04 -2013 8: The special inspection of bolts to be inst. in concrete prior to and during placement oncrete. 9: 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. 10: 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. 11: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 12: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 13: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 14: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 15: Masonry construction shall be special inspected. 16: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 17: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 18: 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. 19: Manufacturers installation instructions shall be available on the job site at the time of inspection. 20: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 21: 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). 22: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 23: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 24: 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. 25: ** *FIRE DEPARTMENT CONDITIONS * ** 26: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 27: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 28: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, doc: IBC -7/10 D12 -378 Printed: 02 -04 -2013 20B:C) dry chemical type. Travel distance to fire extinguisher must be 75' or less. (IFC 90 (NFPA 10, 3 -2.1) rac 29: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or b e is supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 30: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 31: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 32: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 33: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 34: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 35: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 36: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 37: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 nun) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 38: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 nun) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 nun). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 39: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 40: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 41: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 42: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 43: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) doc: IBC -7/10 D12-378 Printed: 02 -04 -2013 44: All new sprinkler systems and all mo ions to existing sprinkler systems shall haveigh department review and approval of drawings prior to installation ollirdification. New sprinlder systems and all maelgcations to sprinlder systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance No. 2327). 45: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2328. 46: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2328) 47: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 48: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 49: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 50: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 51: Installation of a generator requires a separate mechanical permit. 52: Installation of a fuel tank requires a separate permit from the Tukwila Fire Dept. 53: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 54: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 55: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 56: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 57: Tenant shall have a spill prevention kit accessible on site for the generator fueling station. doc: IBC -7/10 D12 -378 Printed: 02 -04 -2013 CITY OF TUK4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Per No. l I— 37 Project No. 13 0'1—'1 Date Application Accepted: Date Application Expires: lP ?j"' 3 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: Site Address: 3333 120th PL Tenant Name: Providence Infusion and Pharmacy PROPERTY OWNER Name: Intergate East LLC Address: 12201 Tukwila International Blvd City: Seattle State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: John R. Leuck Address: 1110 112th Ave NE Suite #500 City: Bellevue State: WA Zip: 98004 Phone: (425) 463 -2000 Fax: (425) 463 -1739 Email: john.leuck @mulvannyg2.com GENERAL CONTRACTOR INFORMATION Company Name: Sabey Construction Address: 12201 Tukwila International Blvd. City: Seattle State: WA Zip: 98163 Phone: (206) 281 -8700 Fax: Contr Reg No.: sabeycio33km Exp Date: 01/12/2013 Tukwila Business License No.: 0102122 H: Apphcauons\Forms- Applications On Line \2011 Appl¢attons\Permn Application Revised - 8- 9- 11.docx Revised. August 2011 bh 102304 -9079 Suite Number: BLDG #3 Floor: New Tenant: ® Yes ❑..No ARCHITECT OF RECORD Company Name: MulvannyG2 Architecture Architect Name: Russell Hazzard Address: 1110 112th Ave NE Suite #5 City: Bellevue State: WA Zip: 98004 Phone: (425) 463 -2000 Fax: Email: Russ.hazzard @mulvannyg2.com ENGINEER OF RECORD Name: -'�v tP i 11J'�VSt VA � Fh- ARNV�G.� Address: Lal Lt M) AVG SI E Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: -'�v tP i 11J'�VSt VA � Fh- ARNV�G.� Address: Lal Lt M) AVG SI E City: R _ ,r, / State:' n, Zip:p5057 Q6SK Page 1 of4 'BIJILbING PERMIT INFORMATIO 06 -431 -3670 Valuation of Project (contractor's bid price): $ 9 , 1 e(& ,1'2 1 • Describe the scope of work (please provide detailed information): Tenant improvement for Providence Infusion and Pharmacy of 30,763s.f. The improvement will consist of office and cubicle space, warehouse space, and clean room space. Fully sprinldered. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No if "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Apphcations\Forms- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 30,763 30,763 0 0 V -b F1, Si, B 2" Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No if "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Apphcations\Forms- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 'PUBEIC WORKS PERMIT INFOiTION — 206 - 433 -0179 Scope of Work (please provide detailed information): Tenant improvement for Providence Infusion and Pharmacy of 30,763s.f. The improvement will consist of office and cubicle space, warehouse space, and clean room space. Fully sprinklered. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District # 125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water " ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H :\Applications\Forms- Applications On Line \2011 Applications'Permn Application Revised - 8- 9- 1I.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — • 1 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE Signature: Print Name: Mailing Address: (>1-11,1 ' . Lapc_14-. 1110 112th Ave NE Suite 500 Date: /2'� t IZ, Day Telephone: (425) 463 -2000 Bellevue WA 98004 H:\Applications \Forms - Applications On Line \201 I Applications\Pcnnit Application Revised - 8- 9- 11docx Revised: August 2011 bh City State Zip Page 4 of 4 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 1023049079 Permit Number: D12 -378 Address: 3333 S 120 PL TUKW Status: ISSUED Suite No: Applied Date: 12/03/2012 Applicant: PROVIDENCE INFUSION & PHARMACY Issue Date: 02/04/2013 Receipt No.: R13 -01615 Initials: WER User ID: 1655 Payment Amount: $63.00 Payment Date: 05/13/2013 04:22 PM Balance: $0.00 Payee: J R CHAMBERS TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 614785 ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 doc: Receipt -06 Printed: 05 -13 -2013 0 i City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 1023049079 Permit Number: D12 -378 Address: 3333 S 120 PL TUKW Status: APPROVED Suite No: Applied Date: 12/03/2012 Applicant: PROVIDENCE INFUSION & PHARMACY Issue Date: Receipt No.: R13 -00698 Payment Amount: $22,758.72 Initials: JEM Payment Date: 02/04/2013 09:28 AM User iD: 1165 Balance: $0.00 Payee: SABEY CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 48580 22,758.72 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 22,754.22 4.50 Total: $22,758.72 doc: Receiot -06 Printed: 02 -04 -2013 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 1023049079 Permit Number: D12 -378 Address: 3333 S 120 PL TUKW Status: PENDING Suite No: Applied Date: 12/03/2012 Applicant: PROVIDENCE INFUSION AND PHARMACY Issue Date: Receipt No.: R12 -03230 Payment Amount: $14,796.01 Initials: WER Payment Date: 12/03/2012 10:29 AM User ID: 1655 Balance: $22,767.60 Payee: PROVIDENCE HEALTH & SERVICES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1583700 14,796.01 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 14,796.01 Total: $14,796.01 rinr. RArpint -nR PrintMri• 12- n't_7019 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 1023049079 Permit Number: D12 -378 Address: 3333 S 120 PL TUKW Status: PENDING Suite No: Applied Date: 12/03/2012 Applicant: PROVIDENCE INFUSION AND PHARMACY Issue Date: Receipt No.: R12 -03231 Initials: WER User ID: 1655 Payment Amount: $8.88 Payment Date: 12/03/2012 10:31 AM Balance: $22,758.72 Payee: PROVIDENCE HEALTH & SERVICES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1583700 8.88 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 8.88 Total: $8.88 rinr.• Raraint -nR PrintAri• 17- n3 -7n12 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 z 7s Projrt: 1 t P�C Tvpe1Jn� c p. Q . (L 2 C Addtyr d c' l 1 d r- p` DatC; ' f �'�/``,O_ Special Instructions: Date Wanted: Co. (P ' (3 air p.m. Requester: Phon No: Lo _2Ss- .3v3'� Approved per applicable codes. Corrections required prior to approval. COMMENTS: f' &A-C, ` L i Cofre Isus M Inspector: Date: / ( L REINSPECTION FEE EQIT1RED. Pri {or to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Proje Typ Inspectio : Address: fc 333 17-0) /j--` Date Called: Special Instructions: ,� ��.�''fr 4 Date Wanted: ((A f �`�r /�< p.m. Requester: Phone No: . Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ppr- vim;( i s iiutp Inspect( • 1)ate G _24_ 1.3 n REINSPECTION FEE IQUIRED. rior to next inspection. fee must be paid at 6300 Southcente Blvd.. uite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPEC ION 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro' t: � G iit1ti. e�AL�- Type 4 of Inspection: * (..P44.---; �� VjJ (,. L Address: 'Tj„ r-?0 3. 1'TO Pt-- Date Called: A J ` (� ` a- Special Instructions: Al (l Date Wanted: �,a.m.. C2 - `f3 p.m. Requester: Phone No: "? -255 -3037 DApproved per applicable codes. Corrections required prior to approval. // COMMENTS: P/4 ' a-k- -7-6-0 Pon —7 64 (Mdl i e Y A O T D L: S e g-+/ `7l\ F {.43 f r ; d(-4112--- .Q S ei.Li if . i0/1 P U�eii`7�f.k.J� e 2___ iw!`T, _ . 1 1 lnaector: Date: to \2"4......43 n REINSPECTION FEE ' EQUIRED. Prior t next inspectio0. fee must be. • paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reipspection., t *Li INSPECTION RECORD 12.3 g ` Retain a copy with permit ,o • INSPECTION tro. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 k (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project t v U ' TYPet I∎ sNcA .J J ► (J ' ` 6, Addres LL 33 3 120 PL Date Called: Special Instructions: I g joit / Date Wanted. .t ef.Aa`. . 1 1 . 1 3 P.m. Requester: Ph,stin..?..aels.--: 3 ("37 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: t i S I 1N A U e G_- P /Gem Car-► fiprojc_ ft- Jk.•j 5T t^A- JE c Ac4sf-riA et ',(e C;JJ'4 -t_ J,Ndg-- tA-A.Je ft,, e. { GA — ,,i-:-..> MJ S ( In. k U) ii-i-lic inspe�t� ar: Date: f; REINSPECTION FEE REQUIRED. ext inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. r• t INSPECTION RECORD Retain a copy with permit INSPECTIO 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., '#100, Tukwila. WA 98188 . v_ (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Pct: ct: . r OrdJ. C ikc,k— Type of Inspection: 4116, . `• L.4,F(Y '14 Address: 3)3 r �� 'r f p� J Date Called: Special Instructions: • ' '' Date Wanted: C - 2 •' a nj – f 3 p.m. Requester: QJ LcI0.3 Phone No• 74›.--- S Q iy -- / Approved per applicable codes. Corrections required prior to approval. COMMENTS: •* I ^ . _,5J1 C - L--, co - t , A QJ LcI0.3 iZ (' --sue, e. J I of . r1 P � , . • n REINSPECTION FEE REQUIR 6.'�rior to next inspection. fee must be paid at 6300 Southcenter Blv . Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit � "3rig INSPECTION PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: w c 'Type ?I OU. J (5 . A ./ of Inspection: �.- A..t.Pfa, • 1_4 C9(. (•'tG Address: 3333 1 "L ft Date Called: Special Instructions: Wanted: Date Wanted: _ �� (� / p• Reque DApproved per applicable codes. COMMENTS: Corrections required prior to approval. .'(4` e AT-7; 61i -?-ACS 4L, r‘e (L0 -Scud` ._ Insp toy r: DaC� te: -0?-13 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Z12-398' INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION G /V, 6300 Southcenter Blvd:, #100, Tukwila. WA 98188 ig (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: . !4 Add�ss: 1 ` 2A � ��r L' Date Called: Special Tnstruucctions:: - 77 Date Wanted. S -' %-1 ^i p.m. 'Requester: Pho�n_�e ,0G -2-5S -3637 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: Aio Dr 0 J -NA , Li 4A, C.-0 A c r e)re vie) f().- k ' gi H4 IA -crreAriti i �3) 5 �Aftonf 1 } A-401 dO .(,k 6 (JLI ? 1111 1/0 i. i. t' AID �n-6 i eli .) A 0°141\k, ev ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: . Inspetor: Date A� ,. 410 INSPECTION RECORD Retain a copy with permit. 12, - 3el le INSPECTION NO. PERMIT NO. r0 ,/ CITY OF TUKWILA BUILDING DIVISION (i /v 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ix, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Q(bU∎AeAL( Type y Inspection: .5j-S. Lam.`L. /\ e Addless: tiro 3533 .11,n Date Called: 101._ Special Instructions: Date Wanted:„ .- Q /—�m`, Y �� p.m. S -- P.m. Requester: Ph2e�� n,- ,30o3ri �1 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 3 C_."1Q /J01---. D t As DP Ors 5 /N geeAusr gTh one i2 sor:/.0.6 eeiLl-e_.I' . v 2 lib Rbo 1 I / () ::. ; 'Thefts'. '-1---p N' A e>C of AS . DA i), n t` t n C 4 P. &e c,a U.S e (`-C--- J )(c eem S /SOD S _ Eel`. MS O rJ ee a ptp.r - /j— (re -, RAJ .e Nc,• Mp`T Se:s k c e--et-A2,1 I £ t o kfr ) A Avr jei9 S of , e9 6. -ku-e. 1 tkru 3/ e rs` M p r7 REINSPECTION FEE REQUIRED. P for to next inspection. fee must be paid at 6300 Southcenter Blvd., Su' a 100. Call to schedule reinspection. I• INSPECTION 0. INSPECTION RECORD Retain a copy with permit 011-3133 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro' ` f n U, ekP11 i',..i Type o Inspection Addres -t 333 17,01--pc. Date Called: Special Instructions: Date Wanted: - [. -13 Requester: Phone ANo6 ^ z5,3,.......? 0_1 7 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: `l`a. t°.e P r c ,t-- pi- J � Inspe or: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 4r- 011-driF INSPECTION RECORD Retain a copy with permit INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Pro t. iruv. Ae._Ac - Type of ns�estior�- . e .�A.- t Address. - 3333 c - Pt-- Date Called: --, Special Instructions: . . Date Wanted:. C 1 , a.m. r 1 — f s p.m. Requester: PI e, '2SS -3(937 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: p/k , - A--k\ t.s ,4-S JleeD ti OS 1 REINSPECTION FEE REQUIRED. Prior to next irAspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspe tor: Date: 3.2 ' r L) INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proje,E J. � Type of Inspection: I Ad a s: 1240 _ pi........ Date Called: Special Instructions: Date Wanted :3 � ....A.411.- � p.m. Requester: Phone No: �- Z•0 Co -2;-.51 s .3 o3 7 ElApproved per applicable codes. ['Corrections required prior to approval. COMMENTS: 1 o - O, J 04, Inspectgt: Date:3 riED. Prior to next ins REINSPECTION FEE REQUIRED. inspection. fee must be p paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. -44 INSPECTION RECORD Retain a copy with permit D11-37g INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �VI 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Prof o J; c_Achi Ad3e33 (?,v PL_ Special Instructions: Ty of Inspection: Date Called: Date Wanted -. Z 2_,1 3 (a.m. p.m. Requester: PhogCNo4 -2.C.5 3 68 r) Corrections required prior to approval. ` •j 2 Approved per applicable codes. COMMENTS: 4 ..: pilj/1 - 9 20 Chi_.. o. c j Tp 1+-}- L.; rJ L. an v k( I c e. k . o' o F-__< o_r ,$) Jo J1-.: 6 /\ 61- : 0 il— e-1C;( - : In$pector: Date _ Z2 f$. t n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 1 `0. Call to schedule reinspection. • S1 INSPECTION RECORD t 2 �� Retain a copy with permit . INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1.. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 t•-• P ject: rav•6 (,i_. , �I)Is.o /j' Typ Inspection: r A ILA., /1e Adess33 t`� pL Date Called: Special Instructions: ! Date Wanted. _/ . `r �1,.' 1 3 p.m. Requester: Phut No:1:0 `1 g _3037 Approved per applicable codes. Corrections required prior to approval. COMMENTS:'.. A. ) a.. , -i-- 3 -z _ 0‘40 414 QMS 4 0 E° 5 ^ I�`lrt t 2Ot ~2DZ 1>tu.,' f.Jv wAtl S 4Q�J c_ R. n`�p g.w1S II ! 1 ,? 41 ,.1 R o c.,,,...A.,, _ tC,(`t, �wA i►�•J -•. o 2) , 4ppi4rtJe4/t 40trct.N 4 Lsr(S, i spec r: 11.1AA .. GN....) 4.....1 Date: 3 - 1 5 - 1 ?� El INSPECTION FEE REtill VIED. Priodto next inspection. fee must be id at 6300 Southcenter B44d., Suite 100. Call to schedule reinspection. — - - INSPECTION RECORD Retain a copy with permit, INSPECTION O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro' ct: -1 r o ;A�c,� `T,r1�x7D Type of In pection: 1, A// 1- -ire• 1t (46 Ti, 3333 i 2U �� U Date Called: a LSD k £ « A-'( (z__ of cP Special Instructions: Date Wanted ^ -7 ' / ca p.m. Requester: J Jrl up p./ �- Cal Phop `O 23-5- . 3C3 7 ElApproved per applicable codes. Corrections required prior to approval. 3 COMMENTS: A- D - (0r0 ,'\_sAs A)O? 9 CroitA opO f c _.0S i re a LSD k £ « A-'( (z__ of cP c,t,ok -c--(3 ---- (A (k er, .<4.._41--.taA of J Jrl up p./ �- Cal 6J-e I , c Pe - A 1' _ c '� it ford -. r )Jt60 6_ f. P r( c_�.fie S 5 A(0 re e / 0 ci t7 C�J. o,+�. �v/ r�'-4--+3 1 I (-13 r � *re 6 4'-- Inspector: ok-x-rJ\ Date `7 .-- n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 312.--3r1g Prpject: t f roa ABC. 4 � U I a Al Type of Insp ction:_ _._.y� c AO MA _. �.1., j ;1 t A -t . q , . Ad ress: 1 r� �i Date C all /^ Special Instructions: 11 4- n �/0 LJ64. i iJ Date Wanted• a.. -Z� /3 , m Requester: Phgge Nou -26S-36'37 Approved per applicable codes. EiCorrections required prior to approval. COMMENTS: pi A--- 1 i (,.k W d YA iIA-1-7° l) A L,. .1 -e )G f.�i,.. J 2 — &-r G !a r",,f:0 4- 4 4 -r ,. 11 4- n �/0 LJ64. i iJ 4 !‘ e G 14, � l. ` f in ,rl Q .1� i 4 n A A t1 ri REINSPECTION FEE REQUIRED. prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ., INSPECTION RECORD � 12 -3 �� Retain a copy with permits INSPECTION NO. PERMIT NO. c� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 47_ Project: t. Typ f Inspection:t Address: 'TG 3_ 12'0 PL Date Called: Special Inst coons: Date Want ed:. Z —111 5 -13 m. Requester: Phone L- 2Ssr3037 DApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: \ 04- K∎b J e-S S JI0 e .LI 1--a die (` I ( M,', & r e Q i'f k tj. 6 tTl 0 Ie. AS t t A Date n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 F, (206) 431 -3670, Permit Inspection Request Line (206) 431 -2451 Prr �Cta� i t (�W � C..C._ _LANs. cm' t yp of In r A it-k (I\(, Add7C dress; Date Called: Special Instructions: Date Wanted: 2-S - 13 a.m. Requester: Phon No: . --2-.SS -30-37 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: r) i 4- L OO K- (' O rZ C I L ' B A- 3` -- vt S-e i e- &r:0 t A (.4 .0 CL/ki ,NiSC1-4 Ot Sfu (Yu r k{ Q(M! r uee U S• J/\, LJJ,N • .6'el eS AA 1-1 - F_ a ki LJ c :rd f A-Q J) XA U C r (z-ID b r- D; A f' +\ ----r F k-T-ic 'r--i '.( AA A- Al Cr- 0rsty .,,,e,c9,4...4e 'e.*I I 1 I4spector: Date 7 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit bi 37e �� -c -o� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 • Prolect: - pCov, o9e auC6 Sprinklers: Fire Alarm: Hood & Duct: Type of In pection: --7 #4 E /'--• Address: 2 333 Suite #: 5- / Contact erson: r — PI Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: ' Permits: Occupancy Type: c:f-t.. c: — OIS r I' iv�J N v erg E/(._ s Ketoo 1 V.)v i, 13 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: L i‘,..„54.___ Date: 6 %y9% , 3 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. 1Billing Address Attn: Company Name: Address: City: - State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • H INSPECTION NUMBER IN PECTIO'N RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: frov. df A., c-c . Sprinklers: Fire Alarm: Hood & Duct: Type of Inspection: -Pi- E /C_ Address: 3 3 3 -s Suite #: S 1 )d P 1- --.� Contact Person: Special Instructions: 5-41444-6-4 ge.--*-54— Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: • p,.....A- 519 rJ 1, r..16,/ ..*.i4 ' S-e..f 12-en, N exit 1 L Z4.- (e,.i. t ' ("Live) a ye' ` Occupancy Type: a- Mnv-e. z fit o 1�. <to G-4...tot e,r•A‘t-t-- -',. 4"TVe- ei 5-41444-6-4 ge.--*-54— E] , L Nis `ta c4- /e_o Ay it -Flo oA. Mac( , pr L - , 'i- a 1,0,tf. ,15WJ . T . • . deeds Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: i Occupancy Type: n Inspector: �p sue- Date:\ b /a 03 Hrs.: 1 $100.00.REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: 1 Company Name: Address: City: 1 State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 13 - 05„1, ) - 17 1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Proj ct: Sprinklers: Type of Inspection:__ 4 / (.._ Address: ,Z 3 - 5 � dj f`•- of Suite #: J Contact Person: �n 5pgcial In, tructions: Phone No.: I I Approved per applicable codes. Xcorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: f. Occupancy Type: cry - . i' xu-e bmd i2. net. -t Ploy, de . I1c s . C-caN., Trn O e i_e cjA : c. Door r /vacs rr -e_ (T t° . / CAVC PO ) . ,9 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: S—_ Date: W/103 Hrs.: ` $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: 1 Company Name: Address: City: 1 State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • '4 • ,... •,:Y . a =ter ...a.'_ _ INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 012.- 3R PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 to Project: Rrot)10 c -e. Type of Inspection• 66)-c pau /i, c4o d-I ,ia Address: Suite #: 3333 6120 14 tel Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ®K — Irk fr o — ? how 00 hop Fire Alarm: 0 K - To cover All per h, 12- ‹.oyz Permits: Occupancy Type: ®K — ; »kl -er 'not / -- Ali hPah d--- /e. 1,4 Lc-1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: [__/� i 017 S 7 Date: Ch ilLS Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: 1 Company Name :_ Address: City: State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D Ia- 578 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 u�- Proje : J oU∎ .() (--e Fire Alarm: Hood & Duct: • Type of Inspection: SP Co v-Ar Address: 3 i 33 Suite #: 5 (a O el Contact Person: Special Instructions: l, Phone No.: [1_pproved per applicable codes. Corrections required prior to approval. COMMENTS: (C ±0 c cc.■tQ /A.Aa_4 / �s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: • Monitor: Pre -Fire: _ Permits: Occupancy Type: • - Inspector:/111 . , ( Date: eV/2 /3 Hrs.: f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address 77, 4_ Attn: Company Name: Address: City: State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit fJ'a -37j /2)- S - Qy- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: p(ov+ de�e -e, Type of Inspection: S P Address: 4.- Suite #: - 3 S 0-6-k '- Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 13f C ■Nt/ k Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: !I c,^ S—__ Date: 3/ b, /_) Hrs.: ` $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: I State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • MAYES TESTING ENGINEERS, INC. Project No.: T13122 Project: Providence Infusion and Pharmacy Services Address: 3333 South 120th Place, Tukwila, WA Permit No: D12 -378 Bldg Dept: City of Tukwila Owner: Sabey Corporation Contractor: Northwest Handling Systems, Inc. Record No: 001 Date: 6/19/2013 Weather: Indoors Inspection: Proprietary Anchors seame office 20225 Cedar Valley Road Sine 110 Lynnwood, wA98036 ph 425.7429360 fax 425.745.1737 Tacoma office 10029 S. Tamura way Site E -2 Tacoma,WA98499 ph 253.584.3720 fax 253.584.3m/ Po tfandOlfice 7911 NE 33rd Drive Sule 190 Portland, OR 97211 ph 503281.7515 tor 503281.7579 Mayes Testing Engineers on site for in progress installation of 3/8 x 3" Hilti Sleeve Anchors for shelf racks in the clean room. The depth to detail #5 and note #4 on page 1 of approved drawings. The anchors bored holes cleaning brush and vacuum to Hilt directions. Also as per Hilti directions the anchors are being torqued to 20 ft/Ibs minimum. Mayes Testing Engineers to return for torque testing of all shelving anchors upon completion of installation. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Joe Allen Reviewed By: Timothy G. Beckerle, P.E. Branch Manager RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER Page 1 of 1 R317.1.3 Geographical areas. In geographical areas where experience has demonstrated a specific need, approved naturally durable or pressure - preservative- treated wood shall be used for those portions of wood members that form the structural supports of buildings, balconies, porches or similar permanent building appurtenances when those members are exposed to the weather without adequate protection from a roof, eave, overhang or other covering that would prevent moisture or water accumulation on the surface or at joints between members. Depending on local experience, such members may include: 1. Horizontal members such as girders, joists and decking. 2. Vertical members such as posts, poles and columns. 3. Both horizontal and vertical members. MAYES TESTING ENGINEERS, INC. Project No.: Project: Address: Permit No: Bldg Dept: T13122 Providence Infusion and Pharmacy Services 3333 South 120th Place, Tukwila, WA D12-378 City of Tukwila Owner: Sabey Corporation Contractor: Northwest Handling Systems, Inc. Record No. 002 Date 06 -25 -2013 Weather Indoors Inspection Proprietary Anchors RECEIVED CITY OF TUKWILA JUL 092013 PERMIT CENTER Se3tIle Office 20225 Cedar VaEey Road Site 110 Lyrrmood, WA 98038 111 42_5.7429360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suit E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Fa dandOrroe 7911 NE 33rd Drive Site 190 Portland, OR 97211 ph 503281.7515 fax 503281.7579 Inspector arrived onsite for a final inspection verifying the required torque of 172 Hilti KB -TZ'h x 4 x' /2" long expansion anchors that had been previously installed. These expansion anchors were installed into the existing slab on grade for the connection to shelves /racks located in the Shipping and Receiving area of the warehouse. The proper torque of 40 ft/Ibs was verified for each expansion anchor installed referencing the manufacturer's recommendations. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Daniel Quehl Reviewed By: Timothy G. Beckerle, P.E. Branch Manager Page 1 of 1 STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. March 1, 2013 SABEY CORPORATION 12201 Tukwila International Blvd., 4th Floor Seattle, WA 98168 Attn: Rick Delcoure RE: Intergate East Building 3 Providence Pharmacy TI Existing Exterior Wall Anchorage J i 2 -3'78 CIS OF �I VEp UKwILA APR 0 3 2013 PERMIT CENTER Rick The structural construction set drawing S -5.1 shows existing exterior wall anchors to be verified, or additional anchorage connections to be made. The specific sections on the drawings are 1, 2 ,3 and 8 on structural sheet S -5.1. I have visited the site on a number of occasions before and during construction. My latest visit was on 2/12/2013. In all the cases, it appears that the wall to roof anchorage already exists. Hence, the new wall to roof ties called out on the structural drawings for the pharmacy project are not required. In a few cases, glu -lam beam to glu -lam beam ties are missing and need to be added. Those locations occur on Grid 4 where two glu -lam beams meet at an existing column. The exact locations are at 4 and D, 4 and E, 4 and F, 4 and G, and 4 and H. I have attached a detail (Section 1) which will indicate the required tie. Please feel free to call me if you have any questions. Sincerely, ENGINEERS NORTHWEST, INC., P.E. Dale Kaeming Vice President We get Enclosure buildingsENW # 01038011 DK:bs built. 0 0 9725 Third Ave NE, Suite 207 • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.engineersnw.com ENWENGINEERS NORTHWEST, INC., P.S. ^w STRUCTURAL ENGINEERS 6869 WooDLA AvE. N, E., #205, SEArru , WA 98115 (206) 5257560 FAx (206)) 522.6698 PROJECT # PROJECT ej-oV , r, DATE ), -2S) SUBJECT E' !C.7, i e Y(t n 600F F 1►- SHEET " OF BY p C` REFERENCE MATERIAL FOR PUBLIC WORKS COMMENT # 6 FILE COPY TUKWILA FIRE DEPARTMENT INSPECTION GUIDELINE SUBJECT: TANK REMOVAL /INSTALLATION FIRE CODE REFERENCE: Chapter 34 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 8 2013 ADDITIONAL REFERENCES: NFPA Standard 30 City of Tukwila BUILDING DIVISION A. PERMITS: A permit is required to temporarily place out of service, remove, abandon, or otherwise dispose of any flammable or combustible liquid tank. (I.F.C. 3401.4) B. CODE: The temporary placing out of service, removal, abandonment or other such disposition of flammable or combustible liquid tanks is done under permit from the Tukwila Fire Department. DEFINITIONS: 1. TEMPORARILY OUT OF SERVICE means to discontinue the use of the tank for a period less than 90 days. 2. ABANDONMENT of tanks means to discontinue the use for a period longer than 90 days. 3. REMOVAL OF TANKS means to physically remove tank from the location it was installed. C. GUIDELINES: 1. Permit conditions to place temporarily out of service. a. Fill lines, gauge openings and pump connections must be secured against tampering. b. Vent lines shall remain open and be maintained in accordance with the requirements of I.F.C. Chapter 34, section 3404.2.13.1.1. 1 2. Permit conditions to remove tanks. a. The Department of Ecology must be notified at least 30 days prior to beginning the tank closure /removal process. b. A site investigation /assessment is required prior to taking a tank permanently out of service. c. Permits shall expire 90 days from the date of application. d. TANKS MAY BE REMOVED ONLY AFTER FIRE DEPARTMENT INSPECTION. e. Two (2) 20 BC portable fire extinguishers are to be on site within 50' of the operation. f. Rope or ribbon barricades must be provided circling 10' from the operation or be enclosed in a fenced yard. g. "No Smoking" signs must be posted in readily visible locations. h. No hot works allowed unless the tanks are certified gas free. A separate Fire Department permit is required for cutting and welding operations. i. The inspection procedure is as follows: Call twenty -four (24) hours prior to removal to arrange for an appointment. Remove all flammable or combustible liquids from tank and from connecting lines. To ensure that the tank atmosphere has been inverted, one (1) pound of dry ice (carbon dioxide) per 50 gallon liquid capacity of the tank, must be inserted in the tank. (A 1,000 gallon tank would require 20 pounds of dry ice.) This should be done prior to the use of heavy equipment for excavating. i. Wait a minimum of 60 minutes for dry ice to vaporize. At this time, vapors should begin to show at the fill pipe, which should be left open. 2 • ii. CO2 fire extinguishers or compressed gas are not to be used for inerting purposes, because of the production of static electricity which may result in an explosion. This restriction may be waived when the procedure is performed by a certified marine chemist. iii. The contractor shall demonstrate to the fire department inspector that the oxygen content of the tank atmosphere is 10% or Tess. Tanks with baffles to prevent movement of liquid (or tanks larger than 10,000 gallons) must be certified gas free by a Marine Chemist or Petroleum Industry Safety Engineer regularly engaged in that business, prior to removal. After the tanks are removed, the openings should be sealed so the CO2 gas will remain in the tank during transit. In addition, tanks large enough to allow a person to enter to perform repair work should be marked on one side with spray paint "No Air — Inert Gas. DO NOT ENTER ". 3. PERMIT CONDITIONS TO LEAVE A TANK ABANDONED IN PLACE. Underground tanks may be abandoned in place only if they meet the following criteria: a. Removal of the tank will cause structural damage. b. Removal of the tank will damage underground utilities. Proof of damage to structure or utilities must be provided in writing prior to authorization to abandon tank in place. Call 206 - 575 -4407, twenty-four (24) hours prior to filling to arrange for an appointment. Tanks to be completely empty of all flammable or combustible liquids prior to filling. The tank must be completely filled with slurried cement, dry sand, or another material approved by the Fire Chief. FEATURES Sizes: SPECIFICATION SUBMITTAL SHEET ❑ 3/4" ❑ 1" ❑ 1 1/4" 0 1 1/2" 0 2" Maximum working water pressure Maximum working water temperature Hydrostatic test pressure End connections Threaded OPTIONS (Suffixes can be combined) 175 PSI 180 °F 350 PSI ANSI B1.20.1 ❑ - with full port QT ball valves (standard) ❑ L - less ball valves ❑ U - with union ball valves ❑ MS - with integral relief valve monitor switch ❑ P - for reclaimed water systems S - with bronze "Y" type strainer O BMS - with battery operated monitor switch O FDC - with fire hydrant connection; 2" only ❑ TCU - with test cocks up ❑ V - with union swivel elbows (3/4" & 1 ") ❑ SE - with street elbows ❑ FT - with integral male 45° flare SAE test fitting ACCESSORIES �I Air gap (Model AG) ❑ Repair kit (rubber only) ❑ Thermal expansion tank (Model XT) ❑ Soft seated check valve (Model 40XL) ❑ Shock arrester (Model 1250) ❑ QT -SET Quick Test Fitting Set ❑ Ball valve handle locks O Test Cock Lock (Model TCL24) DIMENSIONS & WEIGHTS (do not include pkg.) APPLICATION Designed for installation on potable water lines to protect against both backsiphonage and backpressure of contami- nated water into the potable water supply. Assembly shall provide protection where a potential health hazard exists. STANDARDS COMPLIANCE • ASSE® Listed 1013 • IAPMO® Listed • UL® Classified (less shut -off valves or with OS &Y valves) • C -UL® Classified • CSA® Certified • AWWA Compliant C511 • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southem Califomia • NYC MEA 425 -89 -M VOL 3 MATERIALS Main valve body Access covers Fasteners Elastomers Polymers Springs E Cast Bronze Cast Bronze A Stainless Steel, Silicone (FDAA Buna Nitrile (F Noryfrm, NSF Li Stainless steel, M 4/IEVVED FOR WOE COMPLIANCE 0o SerAppROVED proved) ted Approy 2 8 2013 00 series of Tukwila VISION B A G Relief Valve discharge port: 3/4" -1° - 0.83 sq. in. 1 114" - 2" - 1.19 sq. In. Page 1 of 2 DOCUMENT #: : REVISION: • .. BF- 975XL(IJ) {: 7/12 • WILKINS a Zum company, 1747 Commerce Way, Paso Robles, CA 93446 Phone :805 -238 -7100 Fax:805- 238 -5786 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905- 405 -8272 Fax:905-405-1292 Product Support Help Line: 877 - BACKFLOW (877 - 222.5358) • Webslte: http: //www.zurn_com DIMENSIONS (approximate) WEIGHT MODEL A UNION B LESS BALL LESS WITH SIZE A BALL VALVES VALVES C D E F G BALL BALL VALVES VALVES In. mm In. mm in. mm In. mm In. mm In. mm In. mm In. mm In. mm Ibs kg lbs. kg 3/4 20 12 305 13 3/4 349 7 3/4 197 2 1/8 54 3 78 3 1/2 89 5 127 16 1/8 410 10 4.5 12 5.5 1 25 13 330 14 1/2 368 7 3/4 197 2 1/8 54 3 78 3 1/2 89 5 127 17 3/8 441 10 4.5 14 8.4 1 1/4 32 17 432 18 13/18 478 1015/18 278 2 3/4 70 31/2 89 5 127 63/4 171 22 9/16 573 22 10 28 12.7 1 1/2 40 17 318 441 19 3/8 492 1015/16 278 2 3/4 70 31/2 89 5 127 6 3/4 171 24 1/16 811 22 10 28 12.7 2 50 181/2 470 20 1/2 521 1015/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 261/2 673 22 10 34 15.4 Page 1 of 2 DOCUMENT #: : REVISION: • .. BF- 975XL(IJ) {: 7/12 • WILKINS a Zum company, 1747 Commerce Way, Paso Robles, CA 93446 Phone :805 -238 -7100 Fax:805- 238 -5786 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905- 405 -8272 Fax:905-405-1292 Product Support Help Line: 877 - BACKFLOW (877 - 222.5358) • Webslte: http: //www.zurn_com zuNt compan odel Reduce■:Pressure :Principle••• - BackflokPreventionAssembly;_: SPECIFICATION SUBMITTAL SHEET FEATURES Sizes: ❑ 1/4" ❑ 3/8" 1/2" Maximum working water pressure Maximum working water temperature Threaded connections (FNPT) Hydrostatic test pressure OPTIONS (Suffixes can be combined) 175 psi 180° F ANSI B1.20.1 350 PSI ❑ - with full port ball valves (standard) ❑ L - less shut -off valves �O S - with bronze "Y" type strainer (1/2" only) strainer (1/2" only) ❑ TCU - with test cocks up ❑ FT - with integral male 45° flare SAE test fitting ACCESSORIES —XI Air gap (Model AG) ❑ Repair kit (rubber only) ❑ Thermal expansion tank (Model XT) ❑ Soft seated check valve (Model 40XL) ❑ Shock arrester (Model 1250XL) ❑ QT -SET Quick Test Fitting Set ❑ Test Cock Lock (Model TCL24) DIMENSIONS & WEIGHTS (do not include.pkg.) APPLICATION Designed for installation on potable water lines to protect against both backsiphonage and backpressure of con- taminated water into the potable water supply. The Model 975XL provides protection where a potential health hazard exists. STANDARDS COMPLIANCE • ASSE® Listed 1013 • IAPMO® Listed • CSA® Certified • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southem California MATERIALS Main valve body Access covers Internals Elastomers Polymers Springs Cast bronze ASTM B 584 Cast bronze ASTM B 584 Stainless steel, 300 Series Silicone (FDA approved) Buna nitrile (FDA approved) NoryITA", NSF Listed Stainless steel, 300 series Relief Valve discharge port: 1/4" - 1/2" - 0.38 sq. in. MODEL DIMENSIONS (approximate) WEIGHT A B C D E F G WITH BALL LESS SIZE VALVES BALL VALVES in. mm in. mm in. mm In. mm in. mm in. mm in. mm in. mm lbs kg lbs. kg 1/4 8 9 1/2 241 5 3/4 146 1 1/2 38 2 3/4 70 2 51 4 102 N/A N/A 7 3.2 6 2.7 3/8 10 9 1/2 241 5 3/4 146 1 1/2 38 2 314 70 2 51 4 102 N/A N/A 7 3.2 6 2.7 1/2 15 10 254 5 3/4 146 1 1/2 38 2 3/4 70 2 51 4 102 131 /2 343 7 3.2 6 2.7 DOCUMENT IF: REVISION; BF= 975XL(SM) 9112_. •_.r, Page 1 of 2 WILKINS a Zum company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:806- 238 -7100 Fax:805-238-5766 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:906.405 -8272 Fax Product Support Help Line: 877- BACKFLOW (877- 222 -5366) • Webslte: http:llwww.zurn.com STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. Pn-Ecopy INTERGATE EAST BUILDING 3 PROVIDENCE SENIOR AND COMMUNITY SERVICES TI Tukwila, Washington STRUCTURAL CALCULATIONS We get buildings built. November 26, 2012 ENW Project No. 01038011 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 8 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER • 9725 Third Ave NE, Suite 207 • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.engineersnw.com • Providence senior and community services TI (Tukwila) INDEX Lateral 1 -Lat 12 -Lat Office Ceiling 1 -OC 20 -OC Vault 1 -Vault 5 -Vault Panel Opening 1 -Pnl 8 -Pnl Mech Units 1 -Mech 13 -Mech Slab entry 1 -Slab 2 -Slab Ill Framing 1 -Frmg 17 -Frmg Susp. Ceil 1 -Susp 3 -Susp • • ENWENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # QI 0 g / f PROJECT WOIOAV Cg DATE )1- L SUBJECT SHEET / OF / / ✓ BY e/17- %a OL au 2x y@ 24 /�SIL 6 0C/ G 2 5"& SPfuAi t 2 t &/ Ve9 D y(C 2 2oc�fe CL4L s MIIC.k/hegl z 2 2 2 14o pi Iif r _ S t • p-s r IV ,047 ww0 a 1, 5-- 2(.4e � z 0 sP� ✓tc c.e14. t' 2- 144-ui ZD.. �I� L z 0, 9 L /24,14, z , 4 2 ) J 4 C $e )1034 0- L / tot /4447 y Maid 4 o 01 Remo , &,'o 0- 36i9LI e� 72 3 ))Y /v f�Vd. 7i 7L3 G zr ied d Z�r t. /LI0 /uk7- 71 7z3 Zit) �ZG Lc, _21.2 r�4.l�fi, 5 iyiJc7Ute 44-/boo-_. ,73 C.9-0 ,„4 Nead e PTV 4;. 10 SPA ES 1 P6,0 10,267'0 .3114,71111J 4 It 4 BLG ' r 0 0 0 0 i 1 cli • t..FASTMAR6INAL WAY CORPORATE PARK 2 Building D. laitiffgAriagiaon 4 6ker Z-o3 4=t01:471t msaw•wwweats.m....a p • 1107 To find the latitude and longitude of a point Click on the map, Drag the marker, or enter the... Address: 3333 South 120th Place, Tukwila, WA 98168 Go' Map Center: Get Address - Land Plat Size - Street View - Google Earth 3D - Area Photographs Try out the Gooqle Earth Plug -in. Google Earth gives you a 3D look of the area around the center of the map, which is usually your last click point, and includes latitude, longitude and elevation information. Latitude and Longitude of a Point s Y rY i::y \•:y Note: Right click on a blue marker to remove it. Clear /Reset All Markers Center Red Marker Get the Latitude and Longitude of a Point When you click on the map, move the marker or enter an address the latitude and longitude coordinates of the point are inserted in the boxes below. Latitude: 47.493574 Longitude: - 122.290587 Degrees Minutes Seconds titude: 47 29 36.8664 ILongitude: -122 17 26.1132 Show Point from Latitude and Longitude Use this if you know the latitude and longitude coordinates of a point and want to see where on the map the point is. Use: + for N Lat or E Long - forSLator WLong. Example: +40.689060 - 74.044636 Note: Your entry should not have any embedded spaces. Decimal Deg. Latitude: Decimal Deg. Longitude: Show:Pflin. t Example: +34 40 50.12 for 34N 40' 50.12" Degrees Minutes Seconds Latitude: Longitude: Show Pafnti Design Maps Summary Report Page 1 of 1 Mil U QS, Design Maps IPUser - Specified Input • • Report Titl Building Code Reference Docume Site Coordinate Summary Report e Providence - Tukwila IGE -3 Wed October 24, 2012 18:58:39 UTC nt 2006/2009 International Building Code (which makes use of 2002 USGS hazard data) s 47.49357 °N, 122.29059 °W Site Soil Classification Site Class D - "Stiff Soil" Occupancy Category Occupancy Category I Wiw `+Gil Htits • r• East :?i :115),1 • ii:;.i3 .4. USGS- Provided Output Ss = 1.494 g S1 = 0.515 g 1.65 1.50 1.35 1.20 1.05 Grr 0.90 0.<5 i1.+S 0.45 - 0.30 0.15 SMS = 1.494 g S., = 0.773 g MCE Response Spectrum S0s = 0.996 g Sol = 0.515 g Design Response Spectrum 1.10 1.000 0.30 0.20 0.70 0.60 0.50 0.40 0.30 - 0.20 0.10 0.0;, • 4-- f-- ¢- -••••4 F- - 3 4- -4 t;.00 4- +- + 0.00 0.20 0.40 0.50 0.80 Jr. 4 1.20 11.40 1..60 100 3.00 0.o0 0.20 0.40 0.60 0240 1.00 1.20 1.40 1.50 1.00 230 Period. T (sec) Period, T (sec) Although this Information Is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool Is not a substitute for technical subject -matter knowledge. http: / /geohazards. usgs. gov /designmaps /us /summary.php ?template- --minimal &latitude= 47.... 10/24/2012 ENGINEERS•NORTHW EST,INC.P.S. 9725 THIRD AVE N.E. (SUITE 207) SEATTLE, WA. 98115 * * Property of Engineers Northwest, Inc., Seattle - Use by others unlawful "' PROJECT NUMBER: 01038011 PROJECT NAME: Providence, IGE -#3 LOCATION: 3333 S. 120th PL, Tukwila, WA WIND LOADS PER ASCE 7 -05 Method 2 - Section 6.5.12.2.2 - Low -Rise Buildings HEIGHT OF PARAPET, hp = 26.50 ft. BLDG. RIDGE HEIGHT, hr = 29.50 ft. BLDG. EAVE HEIGHT, he = 26.50 ft. MEAN ROOF HEIGHT, hmr = 28.00 ft. Distance diaphragm is below roof = Wall Support Elevation at Ridge = 29.50 ft. Wall Support Elevation at Eave = 26.50 ft. 2a = 36.56 ft. a= 18.28 ft. Loads to MWFRS Location Walls @ comers = Walls = Windward roof = Leeward roof = Windward roof = Leeward roof = Walls parallel to the wind = Windward Parapets = Leeward Parapets = For MWFRS Corner design Toad For Wall "Corner" design load Zones Loads 1E &4E 11.45psf 1 & 4 7.60 psf 2 -9.58 psf 3 -6.06 psf 2E -13.77 psf 3E -7.82 psf 5 & 6 0.00 psf All 16.52 psf All -11.01 psf ALSO Create a separate load case with all horizontal zones equal to 10 psf and all vertical zones equal to 0. Check this load case as an independent case and do not combine with the load case at the left. MWFRS - Diaphpagm loading parallel to the ridge Comer load (up to) 36.56 ft. from corners = Non-corner load (more than) 36.56 ft. from corners = 160 plf 100 plf MWFRS - Diaphpaqm loading perpendicular to the ridge Comer load (up to) 36.56 ft. from comers = Non-corner load (more than) 36.56 ft. from comers = MWFRS - Roof Uplifts Roof uplift load up to 36.56 ft. from exterior walls = Roof uplift load more than 36.56 ft. from exterior walls = Components & Cladding 160 plf 110 plf -13.8 psf -9.6 psf Wall Design @ 234 sq.ft. trib. (Inward) = Wall Design @ 234 sq.ft. trib. (Outward) = Wall Design @ 234 sq.ft. trib. (Outward at Comers) = Wall Design @ 25 sq.ft. trib. (inward) = Wall Design @ 25 sq.ft. trib. (Outward) = Wall Design @ 25 sq.ft. trib. (Outward at Corners) = 9.5 psf -10.5 psf -11.1 psf 11.2 psf -12.2 psf -14.5 psf Parapet only Design at Corners = 18.4 psf Parapet only Design NOT at Corners = 18.4 psf Roof overhang Or Canopy Roof Slope = Roof overhang Or Canopy Area = o....o.......11....... a ..r:ft rte...... of 1wv1 wo1110119 ax t.01 wpicoo UNuIt VA. IC .1) - 0.50 in./ft. 544.0 sq.ft. 0o 'psi at c Roof overhang & canopies uplift (Zone 2) = -12.1 psf Wall anchorage load at comers = Non-corner anchorage load 18.28 ft. from corners = Wall anchorage load at ridge = 150 plf 140 plf 110 plf f USE f USE 4 USE 4- USE 4-- USE 4 USE 4 USE t-- USE F- USE 4- USE USE 4- USE 4 USE f-- USE ♦ USE f USE 4 USE 4 USE 4--- USE SHEET C l�►fr41 REV. 1: 05/11 /08 REV. 2: 11/14/11 2 10/24/2012 ASCE7-05 2009IBC WindMeth2 Providence.xlsx ENGINEERS - NORTHWEST, INC. P. S. 9725 THIRD AVE. N.E (SUITE 207) SEATTLE, WA. 98115 PROJECT NUMBER: 01038011 PROJECT NAME: Providence, IGE - If3 LOCATION: 3333 S. 120th PL, Tukwila, WA SHEET OFff- 5/25/07 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Wind on Component & Cladding (Walls & Parapets) - ASCE 7 -05 Section 6.5.12.4.4 INPUT from Sheet 1 HEIGHT OF PARAPET, hp = WIND VELOCITY, v = p = qp ( GCp -GCpi) (Eq. 6 -24)' SITE EXPOSURE = * GCpi is not included as the parapet is assumed IMPORTANCE FACTOR, I = 1.00 to be nonporus TOPOGRAPHIC FACTOR, Kzt = DIRECTIONALITY FACTOR, Kd = VELOCITY PRESSURE COEFF. Kz = 0.7006 At top of parapet Roof Design height for (qh) = Parapet Design height for (qh) = INPUT from Sheet 2 Effective Wall Wind Area "A" = qp= qp= EMMEN OUTPUT 11.01 psf 11.01 psf At top of parapet for Zones 4 & 5 At roof height for Zones 2 & 3 = Positive pressure from Wall Figure 6-11A to the front of the parapet = Negative pressure from Roof Figure 6 -11 B to D to the back of the parapet = Negative pressure from Wall Figure 6-11A to the front of the parapet Fig 6 -11A Positive Wall Pressure Zones 4 & Fig. 6-11B to D Fig 6 -11A Negative Roof Negative Wall Pressure Pressure Zone 2 or 3 Zone 4 or 5 Back Front Parapet Load Case A Section 6.5.12.4.4 Not At comers At comers GCp GCp 0.6824 0.6824 - 0.9900 -0.9900 - 0.8247 -0.7724 Fig 6 -11A Positive Wall Pressure Zones 4 & 5 Parapet Load Case B Section 6.5.12.4.4 Location Gcp Gcpi * p Positive: Zones 4 & 5 per Fig 6-11A Parapet 0.6824 0.00 7.52 psf Negative : Zone 5 per Fig 6-11A Parapet -0.8247 0.00 -9.08 psf Negative : Zone 4 per Fig 6 -11A Parapet -0.7724 0.00 -8.51 psf Negative : Zone 3 per Fig 6-11 B,C or D Roof comers -0.9900 0.00 -10.90 psf Negative : Zone 2 per Fig 6-11 B,C or D Roof - 0.9900 0.00 -10.90 psf Components & Cladding Parapet Load Case A Total wind pressure at corners = Total wind pressure not at comers = Parapet Load Case B Total wind pressure at comers = Total wind pressure not at corners = p design 18.42 psf 18 .42 psf 16.60 psf 16.02 psf Wail Design @ 234 sq.ft. trib. (inward) = 9.50 psf Wall Design @ 234 sq.ft. trib. (Outward) = -10.49 psf Wall Design % 234 sq.ft. trib. (Outward at Corners) = -11.07 psf Use for Parapet Design Use for Wall Design Back 10/24/2012 ASCE7 -05 2009IBC WindMeth2 Providence.xlsx ENGINEERS- NORTHWEST,INC.P.s. SHEET / OF n- • 9725 THIRD AVE N.E (SUITE 207) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful input =f 0„" ..,..H..,, ' Shaded cells ~ow ,,. „,, Job number : 01038011, Job name : 's Providence - IGE -#3 9129/09 REV. 1: 7/7/10 SEISMIC �.,m�,f IBC 2009 Section 1613.1 / ASCE 7 -05 Section 12.8 Equivalent Lateral Force Procedure - Buiiding design base shear All references below are to ASCE 7 -05 (U.N.O.) Basic Seismic - Force - Resisting System 41 Special reinforced concrete shear walls INN mµµ �XN "'"A Basic Seismic- Force - Resisting System = BWS .= Bearing Wall System Is this considered a Building Structure ?Y ,Section 15.1.1 -for Nonbuilding Structure definition. Is Diaphragm considered Flexible. Y Section 12.3.1 hn = 26.50 ft height to top level in main portion of structure (abv.base) Section 11.3 Ss = 1.494 Spectral response acceleration at 0.2 seconds for Site Class B. S1 = 0.515 ,Spectral response acceleration at 1.0 seconds for Site Class B. TL = 6 ;Long -period transition period Figure 22 -15 thru 22 -20 Site Class (soil) DSection 20.1 Soil properties "D" is default unless the Geotech data orBuilding Occupancy Category II Table 1 -1 page 3 Official thinks it is SIIte Class "E "or F. P cY 9 ry .N......, ,., », , P 9 Top of wall elevation (parapet) ' 26.50 ft. Elevation of top of wall lateral support (max.) 4 26.50 ft.N� root high point (minimum parapet) Elevation of top of wall lateral support (min.) 26.50 ft. roof low point (maximum parapet) Regular Structures 5 Stories? YES Section 12.8.1.3 Output W = Building weight (# or kips) Site Coefficient Fa = 1.000 Table 11.4 -1 Site Coefficient Fv = 1.500 Table 11.4 -2 Sms = 1.494 Sms= FaSs Section 11.4.3 (Eq. 11.4-1) Sm1 = 0.773 Sm1 = FvS1 Section 11.4.3 (Eq. 11.4 -2) Sds = 0.996 Sds = 2/3Sms Section 11.4.4 (Eq. 11.4 -3) Sd1= 0.515 Sd1= 2/3Sm1 Section 11.4.4 (Eq. 11.4-4) Seismic Design Category (SDC) = D Section 11.6 & Tables 11.6 -1 & 11.6 -2 To = 0.103 02Sd1 /Sds Section 11.4.5 Ts = 0.517 Sd1 /Sds Section 11.4.5 Ct = 0.02 Section 12.8.2.1 Table 12.8 -2 Table 12.8 -1 Period = T= 0.234 seconds - Section12.8.2.1 (Eq. 12.8-7) Cu = 1.4 Sa = 0.996 Section 11.4.5 (Eq. 11.4 -5)or (Eq.11.4 -6)or (Eq. 11.4-7) R = 5 Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) 00 = 2 System Overstrength Factor modified for flexible diaphragm Cd = 5 Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9.2 IE = 1 Occupancy Importance Factor - Table 11.5 -1 Detailing Reference Section =14.2 Cs calc. = 0.199 Section 12.8.1.1 (Eq. 12.8 -2) Cs max. = 0.440 Section 12.8.1.1 (Eq. 12.8 -3 & Eq. 12.8-4) Cs min. = 0.044 Section 12.8.1.1 (Eq. 12.8 -5 & Eq. 12.8-6) Cs use = 0.199 Section 12.8.1.1 (Eq. 12.8 -2 thru Eq. 12.8 -6) Vu design = 0.199 *W At strength level USD (Eq. 12.8 -1) V design = 0.140 •W Working (0.7•E )ASD Ev = 0.199 'D = +/ -.2 Sds D (Eq. 12.44) - May be Zero for proportioning foundations. Diaphragms wp = The weight tributary to the diaphragm at that level Fpu calc. = 0.199 *wp (Eqs. 12.8 -2 thru 12.8 -6 above) Fpu min. = 0.199 "wp (min. Section 12.10.1.1) Fpu max.= 0.398 'Wp (max. Section 12.10.1.1) Fpu design = 0.199 "Wp USD Fp design = 0.139 `wp ASD (0.7•USD) 10/24/2012 EQ. ASCE7 -05 20091BC Seismicxis ENGINEERS -NORTH W EST, INC. P. S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 * * * Property of Engineers Northwest, Inc., Seattle - Use by others unlawful * • • AMERICAN SOCIETY OF CIVIL ENGINEERS WIND LOADS PER ASCE 7 -05 Method 2 - Section 6.5.12.2.2 - Low -Rise Buildings INPUT CELLS = (Shaded) PROJECT NUMBER: 01038011 Figures, Tables & Equations PROJECT NAME: Providence, IGE -$/3 LOCATION: 3333 S. 120th PL, Tukwila, WA DESIGN BY: DML PROGRAM LIMITATIONS: 1.) The building height MUST NOT exceed the length nor width (a rigid structure) 2.) The.building MUST NOT exceed 60 feet in height 3.) The roof slope MUST Nor exceed 45 degrees. SHEET All references are to ASCE 7 -05 for Sections, BUILDING AND SITE INFORMATION INPUT 457.00 ft. 600.00 ft. 26.50 ft. 29.50 ft. 0.25 in./ft. Gable 26.50 ft. 85 mph B 1.00 1.00 0.85 BUILDING WIDTH, B = BUILDING LENGTH, L = BLDG. EAVE HEIGHT, he = BLDG. RIDGE HEIGHT, hr = ROOF SLOPE, s = IS ROOF A HIP OR GABLE? HEIGHT OF PARAPET, hp = WIND VELOCITY, v = SITE EXPOSURE = IMPORTANCE FACTOR, I = TOPOGRAPHIC FACTOR, Kzt = (PARALLEL TO RIDGE) (PERPENDICULAR TO RIDGE) Roof slope = 1.1935 degrees (EL 0' -0" to T.O.W.) (3 second gusts only I l l ! ) Section 6.5.6.3 See table to the right Figure 6-4 & Eq. 6-3 Importance Factor - I Category Importance Table 1 -1 pg.4 Factor Table 6 -1 II 1.00 III & IV 1.15 5/24/07 DIRECTIONALITY FACTOR, Kd = For this Kd you MUST use ASCE load combinations in Sec. 2.3 & 2.4 Building internal pressure condition = ENCLOSED Determines GCpi in Figure 6 -5 • Note:- III = Pub is Assembly &/or Hazardous * ( See ASCE 7 Section 6.2 for definitions of Enclosure Classifications) Substance & IV = Essential Facility MEAN ROOF HEIGHT, hmr= DESIGN HEIGHT, hd = DESIGN HEIGHT, hd = Design height for (qh) = OUTPUT 28.00 ft. 26.50 ft. 29.50 ft. 26.50 ft. (WIND PERPENDICULAR TO RIDGE) (WIND PARALLEL TO RIDGE) MAIN WIND -FORCE RESISTING SYSTEM (MWFRS) FROM ASCE 7 Figure 6 -5 ( Input From - "Building internal pressure condition" above) INTERNAL PRESSURE COEFFICIENTS - GCpi ENCLOSED = 0.18 -0.18 Kz = 0.7006 qh = 0.00256 Kz Kzt Kd V2 I (Eq. 6-15) qh = 11.01 psf @ EL.26.5 ft. Section 6.5.12.2.2 Low -Rise Buildings p = qh[(GCpf) - (GCpi)1 (Eq. 6 -18) Case A - Perpendicular to ridge Case B - Parallel to ridge Zone GCpf Load Zone GCpf Load 1 0.40 4.41 psf 2 -0.69 -7.60 psf 3 -0.37 -4.08 psf 4 -0.29 -3.19 psf 5 -0.45 -4.96 psf 6 -0.45 -4.96 psf 1 E 0.61 6.72 psf zc -1.07 -11.70 psr 3E -0.53 -5.84 psf 4E -0.43 -4.74 psf Windward Parapets = 16.52 psf Leeward Parapets = -11.01 psf a= 18.28 ft. 2a = 36.56 ft. 1 2 3 4 5 6 1E 2E 3E 4E 0.40 -0.69 -0.37 -0.29 -0.45 -0.45 0.61 -1 .07 -0.53 -0.43 1 4.41 psf -7.60 psf -4.08 psf -3.19 psf -4.96 psf -4.96 psf 6.72 psf -11 .l PST -5.84 psf -4.74 psf UB = 1.31 B/L = 0.76 hmr /B = 0.061 hmr /L = 0.047 Internal pressure = +/ -1.98 psf NOTE: - Internal pressure for the main frame cancels when Zones 1 & 4 and 1E & 4E are combined but adds or subtracts at Zones 2, 3, 2E and 3E that do not have directly opposing frame Toads. 10/24/2012 ASCE7-05 2009IBC WindMeth2.xls ENG INEERS- NORTHWEST, INC. P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Input = Shaded cells Job number : 01038011 Job name : Providence - IGE - #3 ._ SHEET � J J 1.-r- 9/29/09 ( OF REV. 1: 7/7/10 IBC 2009 Section 1613.1 / ASCE 7 -05 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear All references below are to ASCE 7 -05 (U.N.O.) Input Basic Seismic - Force- Resisting System = Basic Seismic-Force- Resisting System = Is this considered a Building Structure ? Is Diaphragm considered Flexible? hn = Ss = S1 = TL = Site Class (soil) = Occupancy Category = Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) _ Elevation of top of wall lateral support (min.) = Regular Structure s 5 Stories? A15 Light- framed wall systems using flat strap bracing 12.00 ft. MEM 0.515 IMO 12.00 ft. 12.00 ft. 12.00 ft. Output Site Coefficient Fa = 1.000 Site Coefficient Fv = 1.500 Sms = 1.494 Sml = 0.773 Sds = 0.996 Sd1 = 0.516 Seismic Design Category (SDC) = D To = 0.103 Ts = 0.517 Ct = 0.02 Period = T = 0.129 Sa = 0.996 R= 4 f2o = 2 Cd = 3.5 1E = 1 Detailing Reference Section = 14.1 & 14.5 Cs calc. = 0.249 Cs max. = 0.998 Cs min. = 0.044 Cs use = 0.249 Vu design = 0.249 V design = 0.175 Ev = = Bearing Wall System Section 15.1.1 - for Nonbuilding Structure definition. Section 12.3.1 height to top level in main portion of structure (abv.base) Section 11.3 Spectral response acceleration at 0.2 seconds for Site Class B. Spectral response acceleration at 1.0 seconds for Site Class B. Long - period transition period Figure 22 -15 thru 22 -20 Section 20.1 Soil properties "D" is default unless the Geotech data orBuilding Official thinks it is Site Class "E "or "F ". Table 1 -1 page 3 roof high point (minimum parapet) roof low point (maximum parapet) Section 12.8.1.3 W • Building weight (# or kips) Table 11.4 -1 Table 11.4 -2 Sms = FaSs Section 11.4.3 (Eq. 11.4 -1) Sm1 = FvS1 Section 11.4.3 (Eq. 11.4 -2) Sds = 2/3Sms Section 11.4.4 (Eq. 11.4 -3) Sd1 = 2/3Sm1 Section 11.4.4 (Eq. 11.4 -4) Section 11.6 & Tables 11.6 -1 & 11.6 -2 0.2Sd1 /Sds Section 11.4.5 Sd1 /Sds Section 11.4.5 Section 12.8.2.1 Table 12.8 -2 seconds - Section12.8.2.1 (Eq. 12.8 -7) Section 11.4.5 (Eq. 11.4 -5)or (Eq.11.4 -6)or (Eq. 11.4 -7) Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) System Overstrength Factor modified for flexible diaphragm Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9.2 Occupancy Importance Factor - Table 11.5 -1 Table 12.8 -1 Cu = 1.4 Section 12.8.1.1 (Eq. 12.8-2) Section 12.8.1.1 (Eq. 12.8 -3 & Eq. 12.8 -4) Section 12.8.1.1 (Eq. 12.8 -5 & Eq. 12.8 -6) Section 12.8.1.1 (Eq. 12.8 -2 thru Eq. 12.8 -6) *W At strength level USD (Eq. 12.8 -1) ffj4d Working (0.7*E ) ASD 0.199 *D = +/ -.2 Sds D (Eq. 12.4-4) - May be Zero for proportioning foundations. Diaphragms Fpu calc. = Fpu min.= Fpu max.= Fpu design = Fp design = • wp = The weight tributary to the diaphragm at that level 0.249 *wp (Eqs. 12.8 -2 thru 12.8 -6 above) 0.199 *wp (min. Section 12.10.1.1) 0.398 *wp (max. Section 12.10.1.1) 0.249 *wp USD 0.174 *wp ASD (0.7*USD) EQ. 10/30/2012 ASCE7 -05 20091BC Seismic Providence.xisx T.O. Frmg ENGINEERS - NORTHWEST,INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 Medium Seismic Cs = 0.175 V = 0.175 W (ASD) Building Wall 128' -0" = 12' -0" 60' -0" >k 68'0" 32' -0" brace 0(11A-6 -J Opo 32' -0'u brace 7' -6" 8x1- 5/8x16Ga. 48 in.o /c (typ.) — Hdr 2 a) U m Header #1 32' -0" brace PLAN SHEET O. -1 OF Cs (USD) = 0.250 Cs (ASD) = 0.175 Joist LL (for maintenance only) = 10.0 psf Joist DL w/T -bar Ceiling 8" Joists @ 48" o/c = 0.6 psf Ceiling (T- bar, drop -in) = 1.8 psf Misc. = 0.6 psf Total = 3.0 psf Wall DL w/ sheathing each side 5/8" GWB each side of wall = 5.6 psf 3 -5/8" Studs @ 16" o/c = 0.7 psf — 56' -0" Misc. = 0.7 psf O.A. width Total = 7.0 psf Wall DL w/ sheathing one side 5/8" GWB one side of wall = 2.8 psf 3 -5/8" Studs @ 16" o/c = 0.7 psf Misc. = 0.5 psf Total = 4.0 psf Notes: U = wall numbering system Direction #2 - GWB one side only @ building wall (Wall 4) Direction #1 Lateral Directions 11/26/2012 X- Braced Walls Cs Optical (Oct 2012) ENGINEERS- NORTHWEST,INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 Medium Seismic Cs = 0.175 IBC Section 2210 no = 2.0 p= ASD V= 0.175W 1.0 Direction #1 w wt.1 = 3 *(56) + (7 +7 +4) *(12/2) = 276 plf Direction #2 w wt.2 = 3 *(128) + 7 *(12/2) *4 = 552 plf W eq•1 = 0.175 *276 = 48.3 plf w eq.2 = 0.175 *552 = 96.6 plf SHEET C . OF Cs (USD) = 0.250 Cs (ASD) = 0.175 E V = E V = 6.19 kips 5.41 kips WaII L V top Wall self -wt. V wall wt. E V E v Diagonal Strap Tension # screws Gross up 1 32.00 ft. 3.09 k 2.53 k 0.44 k 3.31 k 0.104 klf 3.52 kips 20 0.671 k 2 32.00 ft. 3.09 k 2.53 k 0.44 k 3.31 k 0.104 klf 3.52 kips 20 0.294 k 3 32.00 ft. 2.71 k 2.53 k 0.44 k 2.93 k 0.091 klf 3.11 kips 18 0.593 k 4 32.00 ft. 2.71 k 5.76 k 1.01 k 3.21 k 0.100 klf 3.41 kips 20 3.031 k #8 screws Required # of screws @ 16ga. Diagonal strap to 16ga. Corner Plate = 20 Required # of screws @ 16ga. Corner Plate to 20ga. end studs = 28 Required # of screws @ 16ga. Corner Plate to 16ga. Top Track = 19 Required # of screws @ 16ga. Corner Plate to 16ga. Bot.Track = 19 Wall Wall Self DL x 0.425 Perp.Wall DL x 0.85 Sum Walls DL x 0.85 Net uplift 1 0.97 kips 0.68 kips 1.65 kips 0.00 kips 2 0.97 kips 0.68 kips 1.65 kips 0.00 kips 3 0.97 kips 0.68 kips 1.65 kips 0.00 kips 4 0.54 kips 0.68 kips 1.22 kips 1.81 kips Max. uplift = 1.81 kips controling screw gage values 16 ga 0.268 kips 20 ga 0.164 kips 16 ga 0.268 kips 16 ga 0.268 kips Area of 6 in.slab to resist the net uplift @ holdowns = (1.807/( 0.85 *0.075)) ^0.5 = 5.33 ft. square - O.K.by inspection w/ slab reinf. slab Mu = 1.4 *0.075 *(2.67) ^2 /2 = 0.375 k -ft/ft. b = 12in., t = 6in. fb = 0.375 *6 /(6) ^2 = 0.063 ksi @ 2 ksi concrete (4 ksi specified) fr = (7.5 ( 2000 )1/2)/1000 = 0.335 ksi 0.335 > 0.063 O.K. For Holddown try ( Simpson S /LTT20 w/ 1.45 k capacity ) Try 1/2 "4)A-307 or A -36 all- thread embedded 4" into a 5/8"(I) hole filled w/ Hilti Hit Hy -150 adhesive @ Concrete fc = 2 ksi & 2.125" embedment, T allowable = 1.145 *1.33 = 1.52 k Diagonal Strap to be 16 gage and 4.25 inches wide 11/26/2012 X- Braced Walls (2) Cs Optical (Oct 2012) IEENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT �/ �V �I/✓(9��Gis� DATE SUBJECT SHEET J OF 1.4f--- BY • W 'Jy/ �✓CV2 0, b (0.9G6) 2Lz 1 S )rv•t 0;?- f, 3 '' 4 6 J k / <S /.) t#7 a X /'4 `- p C�r� - r da m _-- e ., ,m, 4 &v5 / ,1_ J 1-tatAl6 CoNTINLIOUs PANEL LP4E..s PIEL1145 Plh9HK-NG/t\ iS•oLINDWie , TYP, orHER Pr\NEL- ED(.4ES INTeR"EpiATE uPPoRTS -Rtywoop ris.-raNit1/44 3C1-1 eDt-1 LE . ) ( "Lo n-IE. NNL U;'P.CJNG- C P. coi-i-ri mum s PANEL EP4Es OTHER, PNNEL. ei,e4s.s . T . Ci .t.-- la _ 4" \ 1 -.. 11 r biz, • A21 , PLYWOOD FP■biaNEg NOTE 1 16 c1 /N".0 N ,:!:4A4 LS , 0, I45 "d) .1, J55' INN. PENETRATION s-rts•ci C:A(k .(..i/s•O■S 4 NiNI LER, PLT 12, ROWS i•4 AIL PLY■40 02 10d e 12"°G INTE.R"EPINTE. LIPPORT-S, L51APHR1.e.0\ OC./...1..1 RS e tupc peRut.ETER, ANI-So PI-1%A roR arkERLOGATION, r • 0 0 0 • 0 ■ 0 n 7 0 • 0 0 1 0 0 0 1• / 0 s j to 9cL - ( --000 o'-fl • • ENSENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS /� 6869 WOODLAWN AvE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # Of 03801 I PROJECT ! p4v /a /iv { 72 DATE /Q - 2 -1 Z. Cie-2. L I n/ /%04 rIY41 .-;e 04., SHEET b OF 0 BY , .#7L SUBJECT • • 2.z_.a ,P> ►9.&--c .1., /'Ox/kkx isLige.4,- 2. 0 WGrry> CaL.. Z 2. fiT.SU- z 1. 0 Lsc, k 4,,b / /, 7- /o. o LL - , cc rJ avz.1. /0, 0.°,0a- 2 4, Gv () Rio) z Oleo? /Z `((5 o /000 SJ,z -Ls, G z't uy .3,7* /,a/ -f -ej`?.. S /6 z -si G ilt TO, iviCiti vzo•9,9 ,L /4009 45, S/6 Z- SY e /444- 0-. 6 6140 ,, y ,* d-L 1 2 zo G1J^ 60/60)2 t `t'6),(19 • • • 2007 NASPEC Project: typical long span ceiling joist Model: I/O too) b O „e: Z. Si Date: 10/29/2012 R1 24.00 ft Section : 1000S162 -54 Single C Stud (X -X Axis) Maxo = 3922.2 Ft -Lb Moment of Inertia, 1= 9.391 in ^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ / Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) f/ (In) Ratio Center Span 1920.3 0.490 1920.3 Full 3922.2 0.490 0.719 L/401 Fy = 50.0 ksi Va = 1660.8 Ib Unif Ld Ib /ft R2 Distortional Buckling Check K -phl Lm Brac Ma-d Mmax/ Span Ib4n /in (In) Ft -Lb Ma-d Center Span 0.00 288.0 3364.1 0.571 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Req'd ? R1 320.0 1.00 553.2 968.1 0.0 0.30 No R2 320.0 1.00 553.2 968.1 0.0 0.30 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 320.0 0.0 1.00 0.19 0.00 0.04 NA R2 320.0 0.0 1.00 0.19 0.00 0.04 NA •Project: Providence - TI Model: Intergate East Bldg. 3 - ceiling joists • • 2007 NASPEC 04 dG� Date: 10/25/2012 I R1 24.00 ft Section : 1000S162 -54 Single C Stud (X -X Axis) Maxo = 3922.2 Ft -Lb Moment of Inertia, I = 9.391104 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 50.0 ksi Va = 1660.8 Ib Unif Ld Ib /ft R2 Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 2880.0 0.734 2880.0 Full 3922.2 0.734 1.078 L/267 Distortional Buckling Check K -phi Lm Brac Ma-d Mmax/ Span Ib -in /in (in) Ft -Lb Ma-d Center Span 0.00 288.0 3364.1 0.856 Combined Bending and Web Crippling Load Brng Pa Pn Mmax Intr. Stiffen P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Req'd ? 480.0 1.00 553.2 968.1 0.0 0.45 No 480.0 1.00 553.2 968.1 0.0 0.45 No Reaction or Pt Load R1 R2 Combined Bendin Reaction or Pt Load R1 R2 and Shear ma (Ib 480.0 480.0 Mmax Va Intr. Intr. (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen 0.0 1.00 0.29 0.00 0.08 NA 0.0 1.00 0.29 0.00 0.08 NA • • 2007 NASPEC Project: Providence - TI Model: Intergate East Bldg. 3 - ceiling joists 0 6 Pi Date: 10/25/2012 R1 20.00 ft Section : 800S162 -54 Single C Stud (X -X Axis) Maxo = 3065.9 Ft -Lb Moment of Inertia, I = 5.600 in ^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 50.0 ksi Va = 2091.3 Ib G Unif Ld Ib /ft R2 Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 1333.5 0.435 1333.5 Full 3065.9 0.435 0.581 L/413 Distortional Buckling Check K -phi Lm Brac Ma-d Mmax/ Span Ib -in /in (in) Ft -Lb Ma-d Center Span 0.00 288.0 3364.1 0.396 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Req'd ? R1 266.7 1.00 574.6 1005.5 0.0 0.24 No R2 266.7 1.00 574.6 1005.5 0.0 0.24 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 266.7 0.0 1.00 0.13 0.00 0.02 NA R2 266.7 0.0 1.00 0.13 0.00 0.02 NA • • 2007 NASPEC Project: Providence - TI Model: Intergate East Bldg. 3 - ceiling joists Date: 10/25/2012 .......................... ......................... • R1 16.00 ft Section : 800S162 -54 Single C Stud (X -X Axis) Maxo = 3065.9 Ft -Lb Moment of Inertia, I = 5.600 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 50.0 ksi Va = 2091.3 Ib Unif Ld Ib /ft R2 Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 853.4 0.278 853.4 Full 3065.9 0.278 0.238 L1807 Distortional Buckling Check K -phi Lm Brac Ma-d Mmax/ Span Ib -in /in (in) Ft -Lb Ma-d Center Span 0.00 288.0 3364.1 0.254 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Req'd ? R1 213.4 1.00 574.6 1005.5 0.0 0.19 No R2 213.4 1.00 574.6 1005.5 0.0 0.19 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 213.4 0.0 1.00 0.10 0.00 0.01 NA R2 213.4 0.0 1.00 0.10 0.00 0.01 NA ,• ENW]ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS p 68�6/�9�WJ/OyO`DLLAAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 PROJECT # D/t 38 - D W. PROJECT / 4 i e6t (,,o DATE /D'" Z S / Z SUBJECT SHEET () V OF lip BY C�l� WA 3^ 'k' I-G!i) = JLW) 2-4 4nutr5 ' 4 s_, DL t /&60 ,0/°7-; SV /L' a4-q/ z • C 2- /aoo S 2O -9?- U2 0,0tez Q2 /,S 24 J cr- 2007 NASPEC 4110 Project: Providence - ceiling support framing Model: largest header - 24 foot span o Date: 10/25/2012 R1 24.00 ft Section : (2) 1000S250 -97 Boxed C Stud (X -X Axis) Maxo = 23438.0 Ft -Lb Moment of Inertia, I = 43.654 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 50.0 ksi Va = 19727.4 Ib Unif Ld Ib /ft R2 Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 19728.1 0.842 19728.1 Full 23438.0 0.842 1.588 L/181 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (lb) (Ft -Lb) Value Req'd ? R1 3288.0 1.00 3314.6 5800.6 0.0 0.52 No R2 3288.0 1.00 3314.6 5800.6 0.2 0.52 No 0 Combined Bending and Shear ' Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor V/Va M /Ma Unstiffen Stiffen R1 3288.0 0.0 1.00 0.17 0.00 0.03 NA R2 3288.0 0.2 1.00 0.17 0.00 0.03 NA • 0 2007 NASPEC 0 Project: Providence - ceiling support framing Model: largest header - 24 foot span P1 of Date: 10/25/2012 T R1 24.00 ft Point Loads P1 Load(Ib) 1000 X- Dist.(ft) 2.00 Section : (2) 1000S250 -97 Boxed C Stud (X -X Axis) Maxo = 23438.0 Ft -Lb Moment of Inertia, I = 43.654 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 50.0 ksi Va = 19727.4 lb Unif Ld lb/ft IT R2 Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio • Center Span 14698.1 0.627 14698.1 Full 23438.0 0.627 1.197 L/241 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Req'd ? R1 3196.7 1.00 3314.6 5800.6 0.0 0.50 No R2 2363.3 1.00 3314.6 5800.6 0.4 0.37 No P1 1000.0 1.50 8131.1 13416.4 5990.8 0.22 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 3196.7 0.0 1.00 0.16 0.00 0.03 NA R2 2363.4 0.4 1.00 0.12 0.00 0.01 NA P1 2822.7 5990.8 1.00 0.14 0.26 0.09 NA • sject: Providence - ceiling support framing "441: largest header - 24 foot span 2007 NASPEC °G O Date: 10/25/2012 R1 Section ; (2) 3625162 -54 Boxed C Maxo = 2213.3 Ft -Lb Stud (X- X,4Xis) Moment of Inertia, I = 1.745 in ^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Span Mmax Mmax/ Ft-Lb Center Span Maxo 180.0 0.081 d Web Cri lino Load 12.00 ft Combined Bendin an Reaction or Pt Load R1 R2 Combined Bendin Reaction or Pt Load R1 R2 • Combined Bendin and P(Ib) 60.0 60.0 Shear Vmax (Ib) 60.0 60.0 and Axial Load Axial Ld Bracin Span (Ib) g (in) Max Center Span 4590.0 (c) None None 117 Member Interconnection Spacing None 117 See NASPEC C4.5 for add'nl interconnection requirements Mpos Ft -Lb 180.0 Brng (in) 1.00 1.00 Mmax (Ft -Lb) 0.0 a. Pa (Ib) 1268.8 1268.8 Bracing (in) Full Va Factor 1.00 tan • Pn (Ib) 2220.4 2220.4 Ma(Brc) Ft -Lb 2213.3 VNa 0.01 A. 01 K -phi (in- lb /in) 0.0 Mmax (Ft -Lb) 0.0 0.0 Lm Brac (in) 288.0 R2 Fy ° 50.0 ksi Va = 6743.1 lb Mpos/ Ma(Brc) 0.081 M /Ma 0.00 A. AA Allow Ld ) 6944.7 (c) Deflection (in) Ratio 0.091 L/1589 Intr. Value 0.02 0.02 Intr. Unstiffen 0.00 A. AA Stiffen Req'd ? No No Intr. Stiffen NA n1-/ P /Pa Jalue 0.66 0.79 4 • 2007 North American Specification ASD DATE: 10/29/2012 Providence - Intergate East - Bldg 3 typical brg wall Veal/ (th SECTION DESIGNATION: 3625162 -54 [50] Single Input Properties: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 3.625 in 1.625 in 1.625 in 0.500 in 1.500 in Wall Solver Design Data - Simple Span Wall Height 12.00 ft Lateral Pressure 6.67 psf Stud Spacing 16.0 in Design Thickness = Inside Corner Radius = Yield Point, Fy = Fy With Cold -Work, Fya = Punchout Length = Deflection Limit L/120 Axial Load 500 Ib Check Flexure Load Multiplier for Flexural Strength = 1.00 Flexural Bracing: Full Mmax = 160 Ft -Lb <= Ma = 1107 Ft -Lb & Ma(distortional) = 1133 Ft -Lb K -phi for Distortional Buckling = 0 lb *in /in Check Deflection Deflection Limit: L/120 Load Multiplier for Deflection = 1.00 Maximum Deflection = 0.161 in Deflection Ratio = L/893 Check Shear Vmax = 53 Ib (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 3372 Ib >= Vmax Check Web Crippling Rmax = 53 Ib (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 634 Ib >= Rmax, stiffeners not required Check Axial Interactions P = 500 Ib (Including Axial Load Multiplier) Axial Loads Multiplied by 1.00 for Interaction Checks Max unbraced length, KyLy and KtLt = 144.0 in Allowable Pure Axial Load, Pa = 842 Ib : Axial Load Ratio, P /Pa = 0.594 K -phi for Distortional Buckling = 0 lb *in /in Check Equation C5.2.1 -1 Cmx = 1.00 Pcr = 12254 Ib Alpha = 0.922 Equation C5.2.1 -1 = 0.751 Max KUr = 238 Maximum Interaction = 0.751 < =1.0 Check Equation C5.2.1 -2 Pao = 8210 Ib 0.0566 in 0.0849 in 50.0 ksi 50.0 ksi 4.000 in Equation C5.2.1 -2 = 0.206 d�d 4NW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS lir PROJECT # 0 SUBJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 PROJECT rgOV/061C-67 w (A- 1 OF WrIA3( ByI& • 5 • ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT # D<O 8 6 / PROJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 SUBJECT ( SHEET 2- OF vo6 r BY/1✓ DATE 6\/ LILT Wa /1)0 (1.L1 t . 290 L-ic n/IP- • lb 2)L lifVf2 9 U rr a /, (a H • 71,1 Pezto 9- t- /pa- J )4/ G Bete �L frn� G /4-* -fix tee/i/F f Anliffig &(J cos bgtte 5 410Y3/11 i 3 _ (,), f 3 ' (ol vy l ,oz �� I,oc l d- LZC1Y I- (3— z d, (3'� W;- �• 1%(1-- 0, 133 LL V ��,33) �. / P 2 1006q- (_. / 7 7/Z `/ ENGINEERS- NORTHWEST,INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 * * * * * Property of Engineers Northwest, Inc., Seattle - Use by others unlawful ACI 318 -08 CONCRETE BEAM DESIGN FOR TENSION & SHEAR REINFORCING JOB #r 01038011 BEAM MARK: f Providence TI- lid for Vault INPUT This is for a BEAM design Load Combination Used = 1.2D +1.0L +0.02S +1.0E Fy = F'c = Mu = Vu = b= d= No. of tension bars = 60. ksi 3. ksi 5. k -ft. 1.68 k >1 1= Ku = p (design) = vu = vc = Av = Max.tie spcg.= 12. in. 6. in. 1 OUTPUT 0.85 Sec 10.2.7.3 0.140 ksi Mu /bd2 0.9 Sec 9.3.2.1 Flexure 0.0033 0.75 0.031 ksi 0.110 ksi NO TIES 3.0 in.o /c Sec 9.3.2.3 Shear Sec 11.2.1.1 Sec. 11.4.5.1 & 3 Input No. of vertical tie legs 2 Choose Tie size #3 Maximum Tie Spacing /A//' SHEET 5 OF�'- "' b = 12. in. d = 6. in. As =I 0.24 sq.in. USE 1 #5 bars ACI 318 Sec. p (min.) = 0.0033 =.2 /Fy Sec. 10.5.1 Mu (k -ft) = 6 @ p (min.) As(in2) = 0.24 @ p (min.) p (max.) = 0.0151 @.705 rho bal. 10.3.5 Mu (k -ft) = 24 @ p (max.) As(in2) = 1.09 @ p (max.) p may be less than p (min.) providing 10.5.3 p (design) is >= 4/3 p (per analysis) NO TIES REQUIRED 3 #6 NO TIES REQUIRED 4 #6 NO TIES REQUIRED 11/20/2012 ACI CONC. BM. ACI318 -08 Concrete Beam pLv E1\T r' ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOO� V DLA/WN(AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 f!J PROJECT # PROJECT /`� " ` i / 1 vv SUBJECT V40L r riBT 110M-600---S/61Ares' `' NO sue-- " 2,0-f cJ-f z1-7)" .04c -�. ?i. CUL . '?12S (2o1'0. 1 i iv, • DATE � SHEET 3 OF ��'M- BY e4 e/ 2,v•t eir-avL R6 Maio_ 41 0v6. oli.41W 4-11 • frti mvc h s'Arc 6 /4i, .0 646 • ENW PROJECT # ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS ��11 2 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 0 3 0 / PROJECT ,/r-iO4/61/61- DATE /%-20 / L SUBJECT V/M % (Y} V `!v 6- Re"`17 y) c_CA/bSHEET Ili OF v f- BYjf1 T'r�%. �... ... ...� 5 7,(Z` j./(-? 01 0,.133 Li- 0141.140-r ( 2 — P e C. 6 . -= 6 "t ed4T 4,046 t v/haLr / fc avLr z(u5. r pi- /Cr;P it S" . -39,f) 394 9, 3 9-, 3 e • 616 Alp QsY2. 4 S 4j.4- • -f "L ° Al i 2.4 d- � � � 3. 611- k9 t/ ro wilt,/ Avid • • ENGINEERS- NORTHWEST,INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 SHEET - OF v// r Property of Engineers Northwest, Inc., Seattle - Use by others unlawful * * * * * ACI 318 -08 CONCRETE BEAM DESIGN FOR TENSION & SHEAR REINFORCING JOB # 01038011 BEAM MARK: Providence TI- lid for Vault INPUT BEAM design 1 .2 D +1.0 L +0.0 2 S +1.0 E This is for a Load Combination Used = Fy = F'c = Mu = Vu = b= d= No. of tension bars = R1= Ku = p (design) = vu = vc = Av = Max.tie spcg.= 60. ksi 3. ksi 51.4 k -ft. 19.2 k 144. in. 5. in. 1 OUTPUT 0.85 0.171 ksi 0.9 0.0033 0.75 0.036 ksi 0.110 ksi NO TIES 2.5 in.o /c Cdtek /f5L/0 Sec 10.2.7.3 Mu /bd2 Sec 9.3.2.1 Flexure Sec 9.3.2.3 Shear Sec 11.2.1.1 Sec. 11.4.5.1 & 3 Input No. of vertical tie legs 2 Choose Tie size Maximum Tie Spacing !1 b = 144. in. d - 5. in. r , co,,e As =I 2.40 sq.in. I USE 1 #18 bars p (min.) = Mu (k -ft) = As(in2) = p (max.) = Mu (k -ft) = As(in2) = 0.0033 52 2.40 0.0151 201 10.85 =.2 /Fy @ p (min.) @ p (min.) @.705 rho bal. 10.3.5 @ p (max.) @ p (max.) ACI 318 Sec. Sec. 10.5.1 p may be less than p (min.) providing 10.5.3 p (design) is >= 4/3 p (per analysis) #3 NO TIES REQUIRED 3 #6 NO TIES REQUIRED 4 #6 NO TIES REQUIRED ACI CONC. BM. 11/20/2012 AC1318 -08 Concrete Beam vault lid 1 ENGINEERS- NORTHWEST,INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 SHEET / OF P ' Rev. 6/25/04 * * * * * Property of Engineers Northwest, Inc., Seattle - Use by others unlawful * * * * * JOB # 1038011.000 JOB NAME :- 'Providence - IGE-#3 FOR : - DESIGN of Square Tube Steel (HSS) Strong backs @ new wall openings, etc. WALL STRONG BACK LOCATION: - (North wall -Truck door Input cells = WALL HSS. STRONGBACK OPENING Conn. must occur between 1st. conn. above top of door & floor (60" o/c max.) HSS TOP= 15 ft. ft _ 0.00 4.00 10.00 Trial Sq. HSS size = 16X6X1/4 I PROVIDED= 28.6 in.4 IREQ'D.= 24.36 in.4 S PROVIDED= 9.54 in.3 SREQ'D.= 4.87 jn.3 ACTUAL DEFLECTION = 1.81 in. ALLOWABLE DEFL.(12H /150) = 2.12 in. _V f h3t- hft- z 11ft- hft= 0.33 4.00 3.67 7.00 Duration factor = wind Toad = seismic load = lateral design load = T =C= T =C= MEXIsT= MTUBE = ROOF ( Wall support ht. ) Hft= 26.50 uPLF= 135 1.00 11.10 15.00 15.00 3921 3078 11850 12310 strength psf psf psf # (conn.just above door) # (top connection) ( IN WALL HEIGHT "H" ) # -ft loading IT MAX. = V MAX. = 3921 # @ WALL CONNS. 1789 # @ TS BASE CONN. WALL WITH HSS 6X6X1/4 STRONG BACK IS OK FOR LATERAL LOAD SHOWN HSS 6X6X1/4 weighs 19.02 pif Strongback Pagel 11/21/2012 STRBACK Providence- mandoor 1 1 • • • JOB # ENGINEERS - NORTHWEST,INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 SHEET 2 OF /9117L/ Rev. 6/25/04 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful * * * * * 1038011.000 JOB NAME :- !Providence - IGE -#3 FOR : - DESIGN of Square Tube Steel (HSS) Strong backs @ new wall openings, etc. WALL STRONG BACK LOCATION: -North wall - mandoor /truck door Input cells = WALL HSS. STRONGBACK OPENING Conn. must occur between 1st. conn. above top of door & floor (60" o/c max.) TOP HSS = 18 ft. ft _ 3.33 2.00 10.00 Trial Sq. HSS size = I PROVIDED = IREQ'D.= S PROVIDED = SREQ'D.= ACTUAL DEFLECTION = ALLOWABLE DEFL.(12H /150) = 6X6X1 /4 28.6 in.4 23.46 in.4 9.54 in.3 4.85 in.3 1.74 in. 2.12 in. h3 ft = h2 ft = hft = hft= / ROOF ( Wall support ht. ) 0.33 4.00 3.67 10.00 Duration factor = wind load = seismic load = lateral design load = T =C= T =C= MEXIST= MTUBE = Hft= 26.50 uPLF= 130 1.00 11.10 15.00 15.00 3491 3069 11412 12276 strength psf psf psf # (conn.just above door) # (top connection) ( IN WALL HEIGHT "H" ) # -ft loading IT MAX. = V MAX. = 3491 # @ WALL CONNS. 1722 # @ TS BASE CONN • WALL WITH HSS 6X6X1/4 STRONG BACK IS OK FOR LATERAL LOAD SHOWN HSS 6X6X1/4 weighs 19.02 plf Strongback Pagel 11/21/2012 STRBACK Providence • • • ENGINEERS- NORTHWEST,INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 SHEET 2 OF /hI' Rev. 6/25/04 * * * * * Property of Engineers Northwest, Inc., Seattle - Use by others unlawful * * * * * JOB # 1038011.000 JOB NAME :- !Providence - IGE-#3 FOR : - DESIGN of Square Tube Steel (HSS) Strong backs @ new wall openings, etc. WALL STRONG BACK LOCATION:- jNorth wall - Mandoor Input cells = WALL HSS. STRONGBACK OPENING Conn. must occur between 1st. conn. above top of door & floor (60" o/c max.) HSS TOP = 15 ft, I - I - i--t • , K W1 ft= SIC w2 ft X w ft > 0.00 1 2.00 1 3.33 Trial Sq. HSS size = I PROVIDED = IREQ'D.= S PROVIDED = SREQ'D.= ACTUAL DEFLECTION = ALLOWABLE DEFL.(12H /150) = I5.5x5.5x1 /4 21.7 9.92 7.9 1.98 0.97 2.12 in.4 in.4 in.3 in.3 in. in. ft_ hz ft = v hft = rift= y 0.33 4.00 3.67 7.00 Duration factor = wind Toad = seismic load = lateral design Toad = T =C= T =C= MExIST= MTUBE = ROOF ( Wall support ht. ) Hft= 26.50 uPLF= 55 1.00 11.10 15.00 15.00 1597 1253 4826 5013 strength psf psf psf # (conn.just above door) # (top connection) ( IN WALL HEIGHT "H" ) # -ft loading T MAX. = V MAX. = 1597 # @ WALL CONNS. 728 # @ TS BASE CONN. WALL WITH HSS 5.5x5.5x1/4 STRONG BACK IS OK FOR LATERAL LOAD SHOWN HSS 5.5x5.5x1/4 weighs 17.32 plf Strongback Pagel 11/21/2012 STRBACK Providence • • www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Profis Anchor 2.3.2 Engineers Northwest inc., PS Page: 1 Project: Providence Sub - Project I Pos. No.: 01038011 Date: 10/24/2012 Specifiers comments: wall strongback 1 Input data Anchor type and diameter: Kwik Bolt TZ - CS 1/2 (3 1/4) Effective embedment depth: het = 3.250 in., he,,,, = 3.625 in. Material: Carbon Steel Evaluation Service Report:: ESR 1917 Issued I Valid: 4/1/2012 1 5/1/2013 Proof: design method ACI 318 / AC193 Stand -off installation: eb = 0.000 in. (no stand -off); t = 0.500 in. Anchor plate: Ix x 1, x t = 6.000 in. x 12.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) Profile: Rectangular HSS (AISC); (L x Wx T) = 6.000 in. x 4.000 in. x 0.250 in. Base material: cracked concrete, 4000, f' = 4000 psi; h = 6.000 in. Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) yes (D.3.3.4) n¢ocR, , Oat Matot Geometry [in.] & Loading [lb, in.lb] z Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor ( c ) 20032009 Hiltl AG, FL -9494 Schaan HMIs a registered Trademark of Hilti AG, Schaan www.hiltius Company: Specifier: Address: Phone I Fax: E -Mail: Profis Anchor 2.3.2 Engineers Northwest inc., PS Page: 2 Project: Providence Sub - Project I Pos. No.: 01038011 Date: 10/24/2012 2 Load case /Resulting anchor forces Load case: Design loads Anchor reactions (Ib] Tension force: ( +Tension, - Compression) Anchor Tension force Shear force Shear force x Shear force y 1 2590 2 2590 0 0 max. concrete compressive strain: - [%e] max. concrete compressive stress: - [psi] resulting tension force in (x/y)= (0.00010.000): 5180 [Ib] resulting compression force in (x/y)= (0.000/0.000): 0 [Ib] 3 Tension Toad 0 0 0 0 Tension 01 Load Nua [)b] Capacity +N„ Qb] Utilization [;H = Status Steel Strength* 2590 8029 33 OK Pullout Strength* 2590 3031 86 not recommended Concrete Breakout Strength** 5180 5906 88 not recommended" anchor having the highest loading "anchor group (anchors in tension) A When D.3.3.4 is selected for seismic design, the design steel strength must be the governing design strength having the highest utilization. 3.1 Steel Strength N., = ESR value 4) hided Nua refer to ICC -ES ESR 1917 ACI 318 -08 Eq. (D -1) Variables n Ase.N On .21 feta [psi] 1 0.10 106000 Calculations N. [Ib] 10705 Results Nsa [lb] 10705 +steel 0.750 4, N. [lb] 8029 Nua [Ib] 2590 Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c ) 2003-2009 Hiiti AG, FL -9494 Schaan Filth Is a registered Trademark of KW AG, Schwan V/i/u • • 6./AvL www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Profis Anchor 2.3.2 Engineers Northwest inc., PS Page: 3 Project: Providence Sub - Project I Pos. No.: 01038011 Date: 10/24/2012 3.2 Pullout Strength = N °,2500 2500 fe Npn. refer to ICC -ES ESR 1917 t: 4, Npnt 2 Nua ACI 318 -08 Eq. (D -1) Variables ff [psi] Np [lb] 4000 4915 Calculations T. 2500 1.265 Results Np51 [lb] 6217 41,mnaete 0.650 seismic 0.750 3.3 Concrete Breakout Strength ANc Ncbg _ (ANco ) Wec,N Wed,N Wc,N WcpN Nb 4) Nthg Z Nua ANc see ACI 318 -08, Part D.5.2.1, Fig. RD.5.2.1(b) Arun = 9 het 1 llreaN = ( 1 2 + eN 5 1.0 3 her WedN = 0.7 +0.3 (1.5ha) 51.0 = camm "hi 5 1.0 ��cac MAX(', Cac =kcX.Vehei Wcp,N Nb Variables he (in.] 3.250 ee1,N [in.] 0.000 ca. Cn•1 kc 7.500 17 Calculations ANC M21 182.81 Results Nmg Vb] 12114 4, Non.G [lb] Nua [lb] 3031 2590 ACI 318 -08 Eq. (D -5) AGI 318-08 Eq. (D -1) ACI 318 -08 Eq. (D-6) ACI 318 -03 Eq. (D -9) ACI 318 -08 Eq. (D -11) ACI 318 -08 Eq. (D -13) ACI 318 -08 Eq. (D -7) e5 [in.] carom Gn.] Vc,N 0.000 1.000 7 fc ANcO Cn•21 95.06 4,conaete 0.650 [psi] 1 4000 Weal Wec2N Wed,N Wcp,N 1.000 1.000 1.000 1.000 4,seismic 4, Nubg [lb] Nua [lb] 0.750 5906 5180 Nb [lb] 6299 • Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hitt] is a registered Trademark of Hilti AG, Schaan • • www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: ..nr. .',.G•r•'•• • ,.••,•arar nrrw::'r.:mfi:n'•S��r.. Profis Anchor 2.3.2 Engineers Northwest inc., PS Page: 4 Project: Providence Sub - Project I Pos. No.: 01038011 Date: 10/24/2012 4 Shear load Load Vua (Ib] Capacity et,V„ (Ib] Utilization pv = V„a/.V„ Status Steel Strength' N/A N/A N/A N/A Steel failure (with lever arm)' N/A N/A N/A N/A Pryout Strength* N/A N/A N/A N/A Concrete edge failure in direction •• N/A N/A N/A N/A * anchor having the highest loading " "anchor group (relevant anchors) 5 Wamings • To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor. Load re- distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading? • Condition A applies when supplementary reinforcement is used. The 0 factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to ACI 318, Part D.4.4(c). • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard! • An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-08 Appendix D, Part D.3.3.4 this requires the goveming design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, Part D.3.3.5 requires that the attachment that the anchor is connecting to the structure shall be designed so that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. In lieu of D.3.3.4 and D.3.3.5, the minimum design strength of the anchors shall be multiplied by a reduction factor per D.3.3.6. An alternative anchor design approach to ACI 318 -08, Part D.3.3 is given in IBC 2009, Section 1908.1.9. This approach contains "Exceptions" that may be applied in lieu of D.3.3 for applications involving "non - structural components" as defined in ASCE 7, Section 13.4.2. An alternative anchor design approach to ACI 318 -08, Part D.3.3 is given in IBC 2009, Section 1908.1.9. This approach contains "Exceptions" that may be applied in lieu of D.3.3 for applications involving °wall out -of -plane forces" as defined in ASCE 7, Equation 12.11 -1 or Equation 12.14 -10. • It is the responsibility of the user when inputting values for brittle reduction factors (�,,,d,m1e) different than those noted in ACI 318-08, Part D.3.3.6 to determine if they are consistent with the design provisions of ACI 318-08, ASCE 7 and the governing building code. Selection of a,auma =1.0 as a means of satisfying ACI 318 -08, Part D.3.3.5 assumes the user has designed the attachment that the anchor is connecting to undergo ductile yielding at a force level <= the design strengths calculated per ACI 318 -08, Part D.3.3.3. Fastening does not meet the design criteria! • Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c ) 2003-2009 Hilts AG, R -9494 Schaan Hill Is a registered Trademark of Hill AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Profis Anchor 2.3.2 Engineers Northwest inc., PS Page: 5 Project: Providence Sub - Project I Pos. No.: 01038011 Date: 10/24/2012 6 Installation data Anchor plate, steel: - Anchor type and diameter: Kwik Bolt 17 - CS, 1/2 (3 1/4) Profile: Rectangular HSS (RISC); 6.000 x 4.000 x 0.250 in. installation torque: 480.001 in.lb Hole diameter in the fixture: dr = 0.563 in. Hole diameter in the base material: 0.500 in. Plate thickness (input): 0.500 in. Hole depth in the base material: 3.625 in. Recommended plate thickness: not calculated Minimum thickness of the base material: 6.000 in. Cleaning: Manual cleaning of the drilled hole according to instructions for use is required. • y 3.000 3.000 02 0 0 01 0 0 of 8 0 cd 0 0 0 0 0 3.000 3.000 Coordinates Anchor in. Anchor x y c.X c cy c.y 1 0.000 -4.500 2 0.000 4.500 • x Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c ) 2003-2009 HIM AG, FL -9494 Schaan Hitt] is a registered Trademark of Hilti AG, Schaan �• ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # 0/0 33Q// PROJECT SUBJECT %%/668869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 5226698 / '..° loY, .r A.. DATE A e-4441 • Act -1 bi t , 3, ow 07411. 24/3(y)z 72z,o c 72 'jQ �.uu V . 2,Yi 3 Sv y.. d,6 ©c. 4 y..6 sus / cow` 1,3 SHEET 1 °FAO BY1%c,.. 3 v' G24,/. Mjittn/ 7 -ED 9 C 4- . ]: � " /ot.� -vim. � C9.33)�, �. (-b) p t 047 S, . '0) '? GA/ ,teZ a Co,()C.C;6) �-/r i6 it • Technical Data Sheet for CLEAN ROOM -11 TON Job Name: Date: Submitted By: Software Version: PROVIDENCE RX 11/9/2012 Tim J Kulinski 01.81 0"':1- Unit Description: Model N m •er 1 P 0 0 0kedir Unit Dimensions & Weights: 7 Unit Length: Unit Height: Unit Width: Unit Weight: Corner Weight L1: Corner Weight L2: Corner Weight L3: Corner Weight L4: 111.7 in 55.8 in — - e 96.5 in r. ! in 2432 Ib 379 Ib 354 Ib 821 lb 878 lb U it C • n tr c io : E error: Insulation and Liners: Approval Listing: Return Air Opening Location: Supply Air Opening Location: Parts Warranty: Compressor Warranty: • ainte alvanize• Steel 1" Injected Foam, R -7, Galvanized Steel Liner cETLus Bottom Bottom Standard One Year Standard One Year Unit Electrical Data: Unit Voltage: MCA: MROPD: Field Connection: SCCR: 460/60/3 23.2 A 30 A Power Block 5 kAIC Unit Control Data: Control System: Application: Smoke Detectors: Economizer Control: Microtech III Variable Air Volume, Single Zone Return Air Smoke Detector 0 -100% Economizer with Drybulb Control Return /Outside /Exhaust Air Outside Air Option: Type: Exhaust Air Option: Type: 0 -100% Economizer with Drybulb Control Barometric Relief Filter Section: Type: Face Area: Face Velocity: Filter Qty /Size: Combo 2 "/4" rack with 2" Mery 7 18.0 ft2 215.0 ft/min 6 / 18 x 24 x 2 Indoor Coil Section: CLEAN ROOM - 11 TON Page 12 of 19 © McQuay International 201 www.daikinmcquay.com NO! II. - woos NV31O • DPS_Combined_Drawings for CLEAN ROOM -11 TON D r� Gib DAKIN McO (I.yr DPS 007412 Roofc arbtertified lirawing H:De_7 theta. ags.V m il.a Intl M equip-ma ♦a cenMm te4df dre"+„ a end Atalanta eaW:aeae1.ec4lcet.'em. sWlscttelu peb -v..1, rtrnly. Parelruete�el d.um,,,.. ,,,. .4W,.n..el1 dl L.d .Mdt.ov Ll t?, dwp,b 4 ;.nt.rw�•NC 't. Jy l2;1: VI. lltL�nuy L...y.1. LL•liy. wry...:.4j, • ✓!C•i)Ly 4,Ij.1eY -•^ '• ^''�'C -.y •.: :• V 2�1i N..Tpyl.rt.?udM.1 ..,- Ml : (.1:a 11/9/2012 Unit Tag: CLEAN ROOM -11 TON un45: S,,rwl. . of 81.5 Inside 1 2". 30.5" Inside 24.3" 13.5" Inside 1 6.9" 8.8" CLEAN ROOM - 11 TON 34.9" inside 48.4" Inside 3.4" A 14' 2" ; TYP A -A 2" a 4" Nailer )iina Page 18 of 19 © McQuay International 2012 www.daikinmcauay.com . ° 4v *raArter,4,4 :..::stirt,r- wyr., 1w';w.:.:w:.::siiw.,r0 6-' Electrical Entrance Supply Opening tt< A Return Opening *rtv »t" :.:i. ES[,'s5 .N-K., •A,:.To l,i?.C.'!":i,Y",,:' dt 44; Y:G +�A1 CLEAN ROOM - 11 TON 34.9" inside 48.4" Inside 3.4" A 14' 2" ; TYP A -A 2" a 4" Nailer )iina Page 18 of 19 © McQuay International 2012 www.daikinmcauay.com ENGINEERS- NORTHWEST,INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful * * * * Wind on Rooftop Equipment - ASCE 7 -05 Section 6.5.15.1 & Fiqure 6 -21 Buildings with h <= 60 ft. Project No. 01038011 Pr oject Name:- Providence TI IGE - 3 Wind Speed = Exposure = Category = Is this a hurricane prone region? Kd = M/U depth (parallel to wind) = Wind is :- The Rooftop M/U is :- Roof height above ground level (h) = Building dimension (B) = z = Height at centroid of M/U = l= Kzt = qz = Kz M/U = F= qz M/U = Gf = Cf M/U = qzGCf = Af M/U = INPUT 9.33 ft. Normal to face Flexible 28.50 ft. 220.00 ft. OUTPUT 31.50 ft. 1.15 1.00 21.27 *Kz 0.71 qzGCfAf 15.11 psf 1.332 1.300 26.16 psf 48.5 sq.ft. Table 1 -1 Table 6 -1 Table 6 -4 Dynamically S Length = M/U SHEET 1, Ala 5/25/07 REV. 10/14/09 height = 6.00 ft. 1 A R Roof height .—h = 28.5 ft. / B =220 ft. nsitive Ground level Measured perpendicular to wind direction Table 6 -1 Sec. 6.5.7.2 (Eq. 6 -3) Sec. 6.5.10 (Eq.6 -15) Table 6 -3 z = 31.5 ft. ( Eq. 6 -28 ) Velocity pressure evaluated at height z above the ground Gust effect factor - Section 6.5.8 Net force coefficient from Fig. 6 -21 Force in psf Projected area normal to the wind except where Cf is specified for the actual surface area. Area Factor = 1.9 Section 6.5.15.1 F M/U = 244113 # 1 „, , , f't Total Force Notes From Figure 6 -21:- " 5P1� - ( Y, 1 1.) The design wind force shall be calculated based on the area of the structure projected on a plane normal to the wind direction. The force shal be assumed to act parallel to the wind direction. 2.) Linear interpolation is permitted for h/D values other than shown. 3.) Notation: - D: least horizontal dimension of square, cross - sections at elevation under consideration, in feet. h: height of the structure in feet. qz: velocity pressure evaluated at height z above ground, in psf. 11/21/2012 Rooftop ASCE7 -05 20091BC WindMeth2 Providence ENGINEERS- NORTHWEST,INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 SHEET % OFPf5Ct 9/29/09 * * * * * Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Job number ( 1038011.000 1 Job name Providence TI - IGE-#3 ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Component Definition ASCE 7 -05 Table 13.6 -1 = Table 13.6 -1 Category = Ip = Equipment weight = Wp = Is equipment mounted on a roof or on ground ? Spectral acceleration = Sds = (Eq. 13.3 -2) (Eq. 13.3 -1) (Eq. 13.3 -3) Input ME -1) Air -side HVAC, fans, air handlers, air conditioning units, cabinet hea Mechanical and Electrical Components 1.0 Section 13.1.3 3 kips R input (R or G) 0.996 Automaticly Input from tab "IBC EQ." Output ap /Rp = 0.417 z/h = 1.0000 Fpu= 1.6 *Sds *Ip *Wp = 1.5936 Fpu= 0.4 *ap *Sds *Ip /Rp *(1 +2z/h)Wp = 0.4980 Fpu= 0.3 *Sds *Ip *Wp = 0.2988 Equipment Lateral Load Anchorage force (WSD) Table 13.6 -1 at roof level *Wp Upper bound *Wp Calculated *Wp Lower bound Fpu design = 0.4980 *W (U.S.D.) Fp design = 0.3486 *W (A.S.D.) Working (0.7 factor ) Fp design = 1.046 kips See footnotes below MAP C.14Y1414 NOTE: 1.) Anchors in concrete or masonry shall be proportioned to carry the least of a) the force resulting from an application of 1.3Fp only, or b) the maximum force occuring as a result of any ASD /LRFD load combination (Sec. 13.4.2) 2.) Powder actuated fasteners shall not be used for tenion load applications in Seismic Design Categories D, E, and F unless approved for such loading (Sec. 13.4.5) 3.) Anchorage shall not be resisted by friction clips (Sec. 13.4.6) 4.) Expansion anchors shall not be used for non - vibration isolated mechanical equipment rated over 10 hp (Sec. 13.6.5.5) Elect. Mech. Compone nts 11/21/2012 ASCE7 -05 20091BC Seismic Providence • • 718420 -YTG -A -0811 Heat Pump Unit Dimensions HIGH VOLTAGE CONN. 7/8" DIA. KNOCKOUT HIGH VOLTAGE CONN. 1- 31/32" DIA. KNOCKOUT LOW VOLTAGE CONN. 7/8" DIA. KNOCKOUT SIDE SUPPLY AIR OPENING FRONT COMPRESSOR SERVICE ACCESS COMPARTMENT PANEL "A" (OVERALL * 1-ra �. SIDE RETURN AIR OPENING EFRIGERANT ONNECTIONS ELECTRICAUFILTER SERVICE ACCESS COMPARTMENT PANEL N1, 17 -1/4 • f h 28-1/4 49-1/8 (OVERALL) Heat Pump Unit Dimensions 22 -1/4 47 -1/4 (OVERALL) 3-3/4 Unit Size Dimensions 024, 030, 036 33-1/2 042, 048, 060 41 -1/2 Heat Pump Unit Clearances 1 -1/2 4-1/2 UNIT CONDENSATE CONNECTION 3/4" NPTF (TRAP REQUIRED) Direction Distance (in.) Direction Distance (in.) Top1 36 Right 24 Front 12 Left 24 Rear 0 Bottom2 3 0 1. Units must be installed outdoors. Over hanging structure or shrubs should not obscure condenser air discharge outlet. 2. Units may be installed on combustable floors made from wood or class A, B or C roof covering materials. 3. Minimum Clearance of 1 inch all sides of supply air duct for the first 3 foot of duct for 20 & 25 kW., zero inches there after. For all other heaters, zero inch clearance all sides for entire length of duct. Note: For units applied with a roof curb, the minimum clearance may be reduced from 1 inch to 1/2 inch between combustible roof curb material and this supply air duct. HIGH VOLTAGE CONN. 1- 23164" DIA. KNOCKOUT Johnson Controls Unitary Products 37 ked • 718420 -YTG -A -0811 Unit Typical Roof Curb installation FIELD SUPPLIED ` 11�1 DISCONNECT SWITCH v MOUNTED ON UNIT fe 1r TO POWER SUPPLY CONTROL WIRING TO INDOOR THERMOSTAT RETURN AIR DUCT Unit Accessory Dimensions Roof Curb1 • RECOMMENDED DUCT SIZE 17 -1/2" x 16 -3/4" 42 -2/3 • 41}3/4 3 -1/2 SUPPLY AIR DUCT 45 -1/8 43 -1/4 14 1. 8" Roof Curb also available. RECOMMENDED DUCT SIZE 17 -1/8" x 21 -1/2" 40 Johnson Controls Unitary Products • • ENGINEERS - NORTHWEST, INC. P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 SHEET ( OF /46,” 5/25/07 REV. 10/14/09 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful * * * Wind on Rooftop Equipment - ASCE 7 -05 Section 6.5.15.1 & Figure 6 -21 Buildings with h <= 60 ft. Project No.:- 01038011 Project Name:- Providence a TI IGE - 3 Wind Speed = Exposure = Category = Is this a hurricane prone region? Kd = M/U depth (parallel to wind) = Wind is :- The Rooftop M/U is :- Roof height above ground level (h) = Building dimension (B) = z = Height at centroid of M/U = 1= Kzt = qz = Kz M/U = F= qz M/U = Gf = Cf M/U = qzGCf = Af M/U = INPUT 85 mph B III NO 1.00 4.00 ft. Normal to face Flexible 28.50 ft. 220.00 ft. OUTPUT 30.84 ft. 1.15 1.00 21.27 *Kz 0.71 qzGCfAf 15.02 psf 1.436 1.302 28.08 psf 19.5 sq.ft. Area Factor = 1.9 Table 1 -1 Table 6 -1 Table 6 -4 Dynamically S Length = Measured perpendicular to wind direction Ground level Table 6 -1 Sec. 6.5.7.2 (Eq. 6 -3) Sec. 6.5.10 (Eq.6 -15) Table 6 -3 z = 30.835 ft. ( Eq. 6 -28 ) Velocity pressure evaluated at height z above the ground Gust effect factor - Section 6.5.8 Net force coefficient from Fig. 6 -21 Force in psf Projected area normal to the wind except where Cf is specified for the actual surface area. Section 6.5.15.1 F M/U = 1039 # 4 Total Force Notes From Figure 6 -21:- 1.) The design wind force shall be calculated based on the area of the structure projected on a plane normal to the wind direction. The force shal be assumed to act parallel to the wind direction. 2.) Linear interpolation is permitted for h/D values other than shown. 3.) Notation: - D: least horizontal dimension of square, cross - sections at elevation under consideration, in feet. h: height of the structure in feet. qz: velocity pressure evaluated at height z above ground, in psf. 07?*: 14)39(1610& • o,& dL 414114' 4,4/3 s 0.0/4 - /v e,,/ifG L / d /401 e 6 tEooftop V 103, Ldl) L130 ( 1007:0‘. 11/21/2012 ASCE7 -05 20091BC WindMeth2 Providence FV/3 • 528150 -YTG -L -0512 • • • 9/Adi6 Unit Accessory Weight (Ibs.) Shipping Operating Economizer 90 85 Power Exhaust 40 35 Electric Heat' 49 49 Gas Heat' 110 110 Variable Frequency Drive 30 30 1. Weight given is for the maximum heater size available (54KVV). 2. Weight given is for the maximum number of tube heat exchangers available (8 tube). 3. Weight includes mounting hardware, controls and manual bypass option (6-1/2 to 12 -1/2 ton only). ZH /ZJIZR037 -150 Unit Dimensions ZH/ZJ037 -049 and ZR037 em 06 (q-!2) r. • ir p G x.4634(4Z) 7 sr. 4 I 43 W /Milt a �. r- i %r- t- 3 'PIP° 4 `o 1,- Ati Sew[ F //66 /14- , j 774-Afitii- 29.75 •- ---- -e 15.51 29 52 5900 I /O 25.31 111..11. 1193/8 43/16 i 27 5/16 --<-1 See detail; for drain location FRONT 89 f -+- 21 3/18 «- 194 Johnson Controls Unitary Products ENGINEERS - NORTHWEST,INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Wind on Rooftop Equipment - ASCE 7 -05 Section 6.5.15.1 & Figure 6 -21 Buildings with h <= 60 ft. Project No.:- 101038011 Pr oject Name: Providence TI IGE - 3 1300 lb unit Wind Speed = Exposure = Category = Is this a hurricane prone region? Kd = M/U depth (parallel to wind) = Wind is :- The Rooftop M/U is :- Roof height above ground level (h) = Building dimension (B) = z = Height at centroid of M/U = I= Kzt = qz = Kz M/U = F= qz M/U = Gf = Cf M/U = qzGCf = Af M/U = INPUT 5.00 ft. Normal to face Flexible 28.50 ft. 220.00 ft. OUTPUT 31.17 ft. 1.15 1.00 21.27 *Kz 0.71 qzGCfAf 15.06 psf 1.422 1.305 27.96 psf 22.2 sq.ft. Area Factor = 1.9 FM/U =1180# Table 1 -1 Table 6 -1 Table 6 -4 Dynamically S Length = SHEET / OF 5/25/07 REV. 10/14/09 Measured perpendicular to wind direction Ground level Table 6 -1 Sec. 6.5.7.2 (Eq. 6 -3) Sec. 6.5.10 (Eq.6 -15) Table 6 -3 z = 31.165 ft. ( Eq. 6 -28 ) Velocity pressure evaluated at height z above the ground Gust effect factor - Section 6.5.8 Net force coefficient from Fig. 6 -21 Force in psf Projected area normal to the wind except where Cf is specified for the actual surface area. Section 6.5.15.1 Total Force Notes From Figure 6 -21:- 1.) The design wind force shall be calculated based on the area of the structure projected on a plane normal to the wind direction. The force shal be assumed to act parallel to the wind direction. 2.) Linear interpolation is permitted for h/D values other than shown. 3.) Notation: - D: least horizontal dimension of square, cross - sections at elevation under consideration, in feet. h: height of the structure in feet. qz: velocity pressure evaluated at height z above ground, in psf. 11/21/2012 Rooftop ASCE 7-05 20091BC WindMeth2 Providence ENGINEERS- NORTHWEST,INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 SHEET Property of Engineers Northwest, Inc., Seattle - Use by others unlawful * * * * * Wind on Rooftop Equipment - ASCE 7 -05 Section 6.5.15.1 & Figure 6 -21 Buildings with h <= 60 ft. Project No.:- 101038011 Project Name:- Provident Pr a TI IGE - 3 XP unit 1800 Ibs Wind Speed = Exposure = Category = Is this a hurricane prone region? Kd = M/U depth (parallel to wind) = Wind is :- The Rooftop M/U is :- Roof height above ground level (h) = Building dimension (B) = INPUT 85 mph B III NO 1.00 3.75 ft. Normal to face Flexible 28.50 ft. 220.00 ft. OUTPUT z = Height at centroid of M/U = 30.50 ft. I = 1.15 Kzt = 1.00 qz = 21.27 *Kz Kz M/U = 0.70 F= qzGCfAf qz M/U = 14.97 psf Gf = 1.401 Cf M/U = 1.300 qzGCf = 27.27 psf Af M/U = 27.3 sq.ft. Area Factor = 1.9 FM /U= 1417 # Table 1 -1 Table 6 -1 Table 6 -4 Dynamically S Length = 0E-(41 5/25/07 REV. 10/14/09 Measured perpendicular to wind direction Ground level Table 6 -1 Sec. 6.5.7.2 (Eq. 6 -3) Sec. 6.5.10 (Eq.6 -15) Table 6 -3 z = 30.5 ft. ( Eq. 6 -28 ) Velocity pressure evaluated at height z above the ground Gust effect factor - Section 6.5.8 Net force coefficient from Fig. 6 -21 Force in psf Projected area normal to the wind except where Cf is specified for the actual surface area. Section 6.5.15.1 Total Force Notes From Figure 6 -21:- 1.) The design wind force shall be calculated based on the area of the structure projected on a plane normal to the wind direction. The force shal be assumed to act parallel to the wind direction. 2.) Linear interpolation is permitted for h/D values other than shown. 3.) Notation: - D: (east horizontal dimension of square, cross - sections at elevation under consideration, in feet. h: height of the structure in feet. qz: velocity pressure evaluated at height z above ground, in psf. 11/21/2012 Rooftop ASCE 7-05 2009IBC WindMeth2 Providence • • • 349666 - JTG -Q -0412 J03 thru A6ZF2R/XP Disconnect Filter Access Blower Motor Aoces Dot Plugs Field-Supplied Disconnect Switch Location Mounting Bracket for Disconnect Switch (Field Supplied) A,B Wiring Entry (See DetaiL "B') Disconnect Switch Location and Motor Access Panel for Unit with "Belt- Drive' Option Control Box Access J03 thru A6ZF/ZR/XP Roof Curb Dimensions 19.1/2" J03 thru A6ZF/ZR/XP Utilities Entry Hole Opening Size (Dia.) Used For A 7/8" KOt Control Wiring2 Side Bottom B 2" K01 Power Wring Side Bottom C 1 -5/8" KO Gas Piping (Front) D I 1 -1/2" KO Gas Piping (Bottom) 1. Opening in the bottom to the unit can be located by the slice in the insulation. 2. Do not remove the 2" knockout ring. J03 thru A6ZF /ZR/XP Minimum Clearances Location Clearance Front 24" (Cooling /Electric Heat) 32" (Gas Heat) Rear 12" (Less Economizer) 36" (With Economizer or Fixed Air /Motorized Damper) Left Side (Filter Access) 24" (Less Economizer) 36" ;V V1tll Economizer) Right Side (Cond. Coil) 24" Below Unit' 0" Above Unite 72" (For Condenser Air Discharge) DUCT SUPPORT RAILS. BACK OF UNIT \ SUPPLY+ \ AIR .f -''' .-i �� --1 RETURN* \l c•!;- AIR 1. Units may be installed on combustible floors made from wood or class A, B, or C roof covering material. 2. Units must be installed outdoors. Overhanging structures or shrubs should not obstruct condenser air discharge outlet. COMPRESSOR 2" TYP, AND CONDENSER END OF UNIT :47-114- NY- DUCT SIZES: Supply Air 19 -1/4" X 19 -1/4° Return Air m 19 -1/4" X 19 -1/4" Johnson Controls Unitary Products \ FRONT ,,e" 73 " OF UNIT °Supply and Return Air (including duct support rails) shown are typical for bottom duct applications. For location of horizontal duct applications (on back of unit), refer to Unit Dimension details. 111 Y80) • • 349666 - JTG -Q -0412 J03 thru A6ZFIZR/XP Unit Dimensions J03 thru A6 ZFIZR Cooling Only /Electric Heat Front View J03 thru 05XP Heat Pump /Electric Heat Front View FIELD-SUPPLIED CONTROL WAWA DiSC.O1 NECT SWITCH COX ACCESS LOCATION ACCESS (LRirao: -Ochre unite) FRONT %AM jet,- 310 PVC FEMALE-1- /k4"'"4/1 . ." er - -- , '": COND. DRAIN I A, a '`•..• j /f�� I. t /OD &DROLL COMPRESSOR ACCESS ELECTRJC NEAT rc.. n.,,... °.aa° trARNA ENTRY J` - -4.:. pAO Leo:att $ j C 7•iJ5 -y. S3r4 faI A. . s�� 0 - POWER WIR :).�e ENTRY - �� A • CONTROL WIRING ENTRY A &.tea r i `lt ^ti, % l/ fir• J03 thru A6 ZF/ZR Cooling Only /Gas Heat Front View i� 1 A m fns Nay , 3 FIELD - SUPPLIED � MOWER DG3cOHDJEt`T SWITCH . f ACCT LOCATION �E.8 -•.i^ °. .-- r'•• Pi ga, . !TH RAILS Shoo aepasiely to Nuevo& bu100v duct ep enIngo and BOICat .X8rrv-tion idceiiENe. NOTE: Fee ourb mooned 09103 to t:te duct hanger dimensiooe o'- the curb Roc 18o proper alza x Lha supply and r9b00t ob. duct (1irectIone. (Direct -Drive was) RLTF -ER ACCESS' 4- • r y' 1,0,0 V .1 1`f I. it 44.40 OA 2 2-6.5 le 7.11, 1 /.? .= 04 (i•&(r)2. 7� Z. o %- - w e.12 3a1-1— >�. PS ":r RETURN AIR SUPPLY AIR CONDENSER AIR OUTDOOR AIR (Economizer) /4414-(t) 6 2..63114 f th r; Oi4Yl. CONDENSER ��4 �e7 SCROLL COMPR -- ACCESS .COfzBUSTION A:fl ' INLET HOCO 1 <YN :Yr'" P/C FEMALE - 4at19 %' COND. DRAIN A �S�SJ.� L.j•�nBY� �!� C � '----'�- ACA:FYi.4 ��,!' ✓/ GAS SLPPCI ENTRY t-(3 l �/' .�'$7 -ice .!•'°et��' JP'il Ai GAS VALVE) .s'r /:yt•i!4: teams 2•:n_ ` (Bee Oat& °Aj IMO SP.:7RY\! •°��'�11.1, &<;2 (`Sao Dena a "g ") o "� l`'� 4Ui N ' -- .� BOTTOM SUPPLY.. �.` . - S RETURN AEI �(� •..:' OPENINGS :SEE NOTE) B - POWER WIRIR s ENTRY 4 •CONTROL WRING ENTRY Johnson Controls Unitary Products D 742 � >'' GAS SUPPLY ENTRY (V2' Nni IiAS VALVE) i2 -1i4 UNIT W\SE Wrr'-? RAILS N(' i St'oen espsrstely to Illustrate batted duct epenMga, pawaf an4 gas piping 900900801 »r<arro. Nate: For curb-mounted unite. ri :afar to the duct hanger dimertaler of the curb Ere Ste proper slue ghf(•,p cuppty end faxen DE duct eon.§ 4x, 411 sidge RETURN AIR SUPPLY AIR iJ• CONDENSER AIR OUTDOOR A)R (Economizer) 109 • EIN\T ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # di 058 O t( PROJECT //)(2-d �' /�O c 6 DATE 1/'-(‘'"? L SUBJECT Z lih 7 K- 4 c $ w,4, SHEET 1 OF s � 7� L/� j z-/L ? / �'' BY ,e/�%�L ea, 6ki'I, 4 # 4L y 2v 1a/ d2 I 3/* 2 4 VI .. DC_ X' o) 2 6a eVz L t- /nv1. 0.2 2 �� L� �! r 2 (,weft') to)! ( v 9 3,2- k .f6 �7 d Ll'f Lr (z.) : s� • Z.3 Y /f Yu Z 2-6 (L. (EL) ti / 5/ L Al= O/ K l2- �a. 22Y71- 4- 2,1',44)? fiereff a. zy 4( -71 /141b1-,Y • • • ENGINEERS -NORTH WEST, INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 "' "" Property of Engineers Northwest, Inc., Seattle - Use by others unlawful ACI 318 -08 CONCRETE BEAM DESIGN FOR TENSION & SHEAR REINFORCING JOB #� 01038011 BEAM MARK: floor slab with outer notch first 4 feet 2.5 to .5 inch INPUT This is for a BEAM 'design Load Combination Used = 1.2D +1.0L +0.02S +1.0E Fy = F'c = Mu = Vu = b= d= No. of tension bars = R1= Ku = p (design) = vu = vc = Av = Max.tie spcg.= 60. ksi 3. ksi 3.2 k -ft. 1.46 k 12. in. 2.72 in. 1 OUTPUT 0.85 Sec 10.2.7.3 0.434 ksi Mu /bd2 0.9 Sec 9.3.2.1 Flexure 0.0090 0.75 0.060 ksi 0.110 ksi 0.12 sq.in./ft. 1.358 in.o /c Sec 9.3.2.3 Shear Sec 11.2.1.1 Sec. 11.4.5.1 & 3 Input No. of vertical tie legs 2 Choose Tie size Maximum Tie Spacing SHEET 2 OF C b = 12. in. d = 2.72 in. As =I 0.29 sq.in. USE 1 #5 bars #3 1.35 in. o/c 3 #6 1.35 in. o/c 4 #6 1.35 in. o/c ACI CONC. BM. p (min.) = Mu (k -ft) = As(in2) = p (max.) = 0.0033 =.2 /Fy 1 @ p (min.) 0.11 @ p (min.) 0.0151 @.705 rho bal. 10.3.5 ACI 318 Sec. Sec. 10.5.1 Mu (k -ft) = 5 @ p (max.) As(in2) = 0.49 @ p (max.) p may be less than p (min.) providing 10.5.3 p (design) is >= 4/3 p (per analysis) 11/16/2012 ACI318 -08 Concrete Beam EINMT ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAx (206) 5226698 PROJECT # 0 I D 3 8oi i PROJECT [,a Ov I O - c DATE /0 -- SUBJECT l S r, 6 X a, /'C2 �!. fnis �i �(J' SHEET 4_OF BY rl2 L sr. OtAto 6 U/2 2, 2 n �z12u4 2q /14 6,06 6 v I 2,7- Siol,e4kLW2 .' 2. , p WGyp. Gt1 L. z 2 . S SaeV , m Asc. k eltZ,... O, Pilo, o 6 0 £ L c)( RIG ip . /ijSVL t fi-doPhi 6 Mk Ricky) 2.) qQ Z.y A!1c i 4r-Lt O /2. a psr • /49091 S Os ", C'7 L , *OF wI' /l. 6.e AEA / A Fty, ./ 7lc '-d *S -,5i? € 4 z, L13c. 3403, 3 c)K (e-ga. d v6r .%z L-7 - F/,) 57,9 "P" l3J J114400 /41 �D/7 2,1 /Pave' Pi4/v, • EINIV ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT ## SUBJECT 'f / ��66,869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 5226698 01 05-dl / ( PROJECTS ,!=G7J /��+�F.s'►/ /j -3 %f/C l� y/� C.1 No i to lu $ut-/goi Fa,,,4 o-4 JT ZA Lit ti DF i Zx4{C2 4` , -? 0 '- " O - .S -57n " pV2 4/ ‘&,4 (-/6/c, 7R 6" l 63.3 - s (3 Uc,) SoS, � s' �f • 14 wt 74 9 <02J Z 50. v 01.= /0, 97- i6'fr > 7, it s DATE ` Z Z l SHEET OF P sY 2' get-u-1--- 442 e.-cf , Lec z (000)(i,5)(/ ;/ (,VL,) = L3 3.?-. (4 F/AIL 5: 4arto. '• PI42jal hFIA/6 4k (s-,z Yi&u) 30e ¢Ztsr (') P r /, %e-to /17,1px z 4 .575-. 4. /4L,75. 7.37 k. F Z 5c C,. s) c)(J.'s- Z ins-39 1, DI /y A 5 ()low ,-°-6 fi-d1t 3 ENWENGINEERS NORTHWEST, INC., P.S. ^• STRUCTURAL ENGINEERS PROJECT #010.35011 SUBJECT PROJECT • LL A1K Lf;&S • RQFkA/Jt'L�J 2, (et 2 *�� 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 P70 vi pi c )QW F Tf vil17 T )600# &I J)I 1 G L j x5;23 1,2- r 0 I.I jPA/ JK i,q( z 2. . O Ci-c L C7 , Qi J /O, 0 eSI= 14O Ct)' /7--007 wT. S ,foal 2 25 o Wp (to) - 22 /o2 ®iP (it% $ C 2 J 2 2 ci ra Sow.. CE7 c7 J I d7 d� l/ P L 9( &.) s - 3 20 L� 3g:Z�O �M L - 1.2...4 clirrtNr 2 S, f3 k - fi' AoL &V°. DATE SHEET BY rz 3 of riou w 5, 9 -goer,iw 2J'' h 2� 34- LI 8 2S) 4U 235: 2.2 c i,/AL fT J. ,JO.�KJE %t 3 .7 4L1--- Lb/lay-6 7 .6.? ) / 2.1 9 d E-9� (1- (1 9Z., -, (�a9 G_ 59,6 (sc�i r- 3cc8r, /n 2 3 G 2.Z cd FT z 2 2.3_ 14s _ /Zr{6s- ' 5, S. z.457 E, Dn.' I �!o X I( inIfK 0 - c'((E -t/r Dt., ✓Q! cenfl , C Ire is-, 3 ? 2 6.7,f G XIG, -LC97, Ss P.) tsi - e'lo .4.176 m, .�� 12 jt elENW ENGINEERS NORTHWEST, INC., P.S. ^- STRUCTURAL ENGINEERS PROJECT # 0/03 eV I/ PROJECT P P D U / 0 6 W / C)Ji 7 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 SUBJECT /JTT X/ ea-( Q� - (L)/a v2L ,,J ge,the /✓s//L_ -a J: 2!'m 2zta zge sUJP. C CL-L SPA IA)/ (cat iJC k Ott 2 IiL • S. J-iA! 2- z4; v 2 -- !3 4 3-?®" /'UXtvJ L 1'4 I-{GR 2c'_ Co" ✓ 16 it) DATE JO -) f / L SHEET 4 o1F `f /`�� j " 131( L W (Z(-5->‘-16)6 22 3y2 /'4 `? 200) 111 13. 4 A -ft )oZ 12, q (, QL -'2 "T) /�?>zQ 31. 1 0, 6, 69 kfS Oil 2 5- Ar 9 1'Gr 2. 2 3 3. 3 / << f'U' lb" RJR G o 13'2 -?Z 2 6`63 2c . 3 ' 61a 400L. Z 6_,63)( C9 . j_ tc c),3C(r3oU) f112.c%J� r. 6 -awl t-L z U 2 1.23? E - /r4 Pj z • /746,4 4', 2.7 9-4 E'9 SQ 2..2 9, 0 111 / 0,s.i. dl7/M OEJ Z /Loc. (/./s`)' 1i3, xs. /11 Z z5, $3'- M19-ki. QK /6 - / 2. / 3 z:- z 1 4' / L C i K s i G F' /iG /L —3GZ = 5'5; it .�v 2 3,9C A 2/,13414 /nK Sabey Intergate E. Building 2 Tt framing • ood Beam .. Project Title: Engineer Project Descr: Providence - Intergate East Building 3 Y Daniel Protect ID: 01038011 �f existing Berekely Panel system roof Printed: 31 OCT 1012, 1:O6PM IJies101038000Intergate £, Bldg 3031.63801 i Sabey lnteigate East -Bldg 31CaEulationstprmidence ti tge3,ec6 ENERCALC, NC<1983 -2012, Build.0 12.10.2a Build. Ver6.425 :::f,. r.. n" F. . %i'r.�fi!i..::iXn;igi:... " /.F• i'F.h?i:;'F;i;% �ri:;ff,.: irli`! !!'{ 1. "r: ^ ":ff.! / //, !!!:"! p.. i" F..!!. i' 1. isi!!; isHl..., n: ;Y..!.y!!!.i:.....i:nwr.i:!!f•Y :!!!...;. /i'l.Yii:r......, CODE REFERENCES Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7 -05 Load Combination Set : 2006 IBC & ASCE 7 -05 Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Wood Species Wood Grade Beam Bracing : Douglas Fir - Larch : No.1 Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft : Beam is Fully Braced against lateral- torsion buckling 1, 200.0 psi 1, 200.0 psi 1,000.0psi 625.0 psi 170.0 psi 825.0 psi E : Modulus of Elasticity Ebend -xx 1,600.0ksi Eminbend - xx 580.0ksi Density 32.210pcf D(O. ®X0.4) D(0 'P4( D(O.4) 5.50 X 15.625 Span = 26.50 ft Applied Loads Point Load : D = 0.60 k @ 4.0 ft, (roof dead load) Uniform Load : D = 0.1420, S = 0.20 , Tributary Width = 1.0 ft, (roof dead+Iive) Point Load : D = 0.40 k @ 5.250 ft, (susp ceiling 1) Point Load : D = 0.40 k @ 13.250 ft, (susp ceiling 2) Point Load : D = 0.40 k @ 21.250 ft, (susp ceil 3) DESIGN SUMMARY Maximum Bending Stress Ratio = 1.607 1 Section used for this span 5.50 X 15.625 fb : Actual = 1,928.79psi FB : Allowable = 1,200.00psi Load Combination +D +3 +1-1 Location of maximum on span = 13.250ft Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span iv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.798 in Ratio = 0.000 in Ratio = 1.633 in Ratio = 0.000 in Ratio = 398 0 <360 194 0 <180 0.535: 1 5.50 X 15.625 yu.95 psi 170.00 psi +D +3+H 0.000 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V C d C FN C i Cr Moment Values Cm C t CL M fb F'b Shear Values V fv F'v D Only Length = 26.50 ft .+L+H Length = 26.50 ft +D +Lr +H Length = 26.50 ft +D +S +H Length = 26.50 ft 1 0.823 0.289 1.00 1.00 1.00 100 100 1 0.823 0.289 1.00 1.00 1.00 1.00 1.00 1 0.823 0.289 1.00 1.00 1.00 1.00 1.00 1 1.607 0.535 1.00 1.00 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 18.41 987.42 18.41 987.42 18.41 987.42 35.97 1,928.79 0.00 1200.00 0 00 1200.00 0.00 1200.00 0.00 1200.00 0.00 0.00 0.00 2.81 49.09 170.00 000 0 00 000 2.81 49.09 170.00 0.00 0.00 0.00 2.81 49.09 170.00 0.00 0.00 0.00 5.21 90.95 170.00 Sabey Intergate E. Building 2 11 framing ' :ood Beam Load Combination Project Title: Providence - Intergate East Building 3 Engineer. Daniel Project ID: 01038011 Project Descr: existing Berekely Panel system roof Printed: 31 OCT 2012, 1:06PM 1_ribsld1b36000 Intergate E, Bldg 3101A39011 Sabey Intergate East - Bldg 3tcabulatlonslptovidence ti lge3ec5 • ..:: ENERCALC.INC.1983, 2012, BwkL6.121023.:Ver.8.025 .... n./ : ? ?:C ;!!rr rlpi» / F :?:• f .::r?r /.•:'1. ?f•Fll.r?!!!!ii� ?: F r• : r: Gr fr/ :is % ?ryk!ry, ?!n n!!rrrr : r.... .r'':if.r�irprry..,frriir�:.tfi �.'.... :: F.. . %'ll /lr r Fir r :l.. f /l; /ff,+F•!l/ r f :!!:! % ?:. r..:gn!f/ :•if.fl. ilfr.�S!f /!!f�� >� f�pifi3i }1��T)r�Y'/•':�?i�iF1.tl`F1.St l: iy;:;: y: f: S: z:>:: Yfl. ?fs:!!.•;S•r.;:�,: %:!•r.!'+.y /. Ali i';> r;•/ f�;;r;!. ri' i•:•r fJ.{ i:: z. rn ;:.J.:.f:::. /r� /rr.::,rnrrrr,: rr :a %:•..... r::.,r...: rr rr3:�+FY.�•Y.Yr:. Max Stress Ratios Segment Length Span # M V Cd CFN Ci Cr Cm C t CL Moment Values M fb F'b Shear Values V fv FS/ +D+0.750Lr+0.750L +H 1.00 1.00 1.00 1.00 1.00 1.00 Length = 26.50 ft 1 0.823 0.289 1.00 1.00 1.00 1.00 1.00 1.00 1.00 +D+0.750L+0.750S +H 1.00 1.00 1.00 1.00 1.00 1.00 Length = 26.50 ft 1 1.411 0.473 1.00 1.00 1.00 1.00 1.00 1.00 1.00 +D +W +H 1.00 1.00 1.00 1.00 1.00 1.00 Length = 26.50 ft 1 0.823 0.289 1.00 1.00 1.00 1.00 1.00 1.00 1.00 +D+0.70E +H 1.00 1.00 1.00 1.00 1.00 1.00 Length = 26.50 if 1 0.823 0.289 1.00 1.00 1.00 1.00 1.00 1.00 1.00 +D+0.750Lr +0.750L+0.750W +H 1.00 1.00 1.00 1.00 1.00 1.00 Length = 26.50 ft 1 0.823 0.289 1.00 1.00 1.00 1.00 1.00 1.00 1.00 +D+0.750L+0.750S+0.750W +H 1.00 1.00 1.00 1.00 1.00 1.00 Length = 26.50 ft 1 1.411 0.473 1.00 1.00 1.00 1.00 1.00 1.00 1.00 +D+0.750Lr+0.750L+0.5250E +H 1.00 1.00 1.00 1.00 1.00 1.00 Length = 26.50 ft 1 0.823 0.289 1.00 1.00 1.00 1.00 1.00 1.00 1.00 +D+0.750L +0.750S+0.5250E +H 1.00 1.00 1.00 1.00 1.00 1.00 Length = 26.50 ft 1 1.411 0.473 1.00 1.00 1.00 1.00 1.00 1.00 1.00 +0.60D +W +H 1.00 1.00 1.00 1.00 1.00 1.00 Length = 26.50 ft 1 0.494 0.173 1.00 1.00 1.00 1.00 1.00 1.00 1.00 +0.600+0.70E +H 1.00 1.00 1.00 1.00 1.00 1.00 Length = 26.50 ft 1 0.494 0.173 1.00 1.00 1.00 1.00 1.00 1.00 1.00 • 0.00 0.00 0.00 0.00 18.41 987.42 1200.00 2.81 49.09 170.00 0.00 0.00 0.00 0.00 31.58 1,693.45 1200.00 4.61 80.49 170.00 0.00 0.00 0.00 0.00 18.41 987.42 1200.00 2.81 49.09 170.00 0.00 0.00 0.00 0.00 18.41 987.42 1200.00 2.81 49.09 170.00 0.00 0.00 0.00 0.00 18.41 987.42 1200.00 2.81 49.09 170.00 0.00 0.00 0.00 0.00 31.58 1,693.45 1200.00 4.61 80.49 170.00 0.00 0.00 0.00 0.00 18.41 987.42 1200.00 2.81 49.09 170.00 0.00 0.00 0.00 0.00 31.58 1,693.45 1200.00 4.61 80.49 170.00 0.00 0.00 0.00 0.00 11.05 592.45 1200.00 1.69 29.45 170.00 0.00 0.00 0.00 0.00 11.05 592.45 1200.00 1.69 29.45 170.00 Oierall Maximum Deflections - Unfactored Loads Load Combination Span Max. ° -° Defl Location in Span Load Combination Max. ° +° Deft Location in Span D +S 1 1.6330 13.250 Vertical Reactions - Unfactored Load Combination Support 1 Support 2 Support notation • Far left is #1 0.0000 0.000 Values in KIPS Overall MAXimum 5.641 5.222 0 Only 2.991 2.572 S Only 2.650 2.650 D +S 5.641 5.222 Sabey Intergate E. Building 2 Ti framing • Project Title: Engineer. Project Descr: Providence - Intergate East Building 3 Daniel Project ID: 01038011 existing Berekely Panel system roof Printed: 31 OCT 2012, 1:25PM 1 M3 01038000 fnterpte t±,. Bldg 310148011 Satey Intergate Eest -Bkrg ICabulatlons hence b 103.ec ; 110-1V00Ci ENERC,RLC,NC..1983- 2012 thld,61/BY23 :Vei:6.026 •:;; F ?�:•:;• {.•::�li�r' %::::Si'::::: is;: i::;::;:•: is% .:::::::•... } %•:::: %i..:..... %.:15' %`:1. /..• <t�:f.. l.:.. ` %.. ..,. ..i.1;...:i'::: %:... / /.!:!: i�.1.• '•'�1:F �:: �i... ..... is�;! 2s ssi:' �4'. W��Jtv��`:.::: lw:•:,::.. n....::.:::..........:. �: FO:.:::.: n:.::;:.:..::::>:::.... �n:.:::..:... �: n... o..:.. n:..: na::.::.::::...>1.:::/ .•::..::: /.•.•..::::..:�.:...•• .1. ��0 :c CODE REFERENCES Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7 -05 Load Combination Set : 2006 IBC & ASCE 7 -05 Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Wood Species Wood Grade :Douglas Fir - Larch : No.1 Fb - Tension Fb - Compr Fc - PrII Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral- torsion buckling 1,200.0psi 1,200.0psi 1,000.0psi 625.0 psi 170.0 psi 825.0 psi E : Modulus of Elasticity Ebend -xx 1,600.0ksi Eminbend - xx 580.0ksi Density 32.210pcf D(0.142) S(0.2) D(0.4) $ 5.50 X 15.625 Span = 26.50 ft Applied Loads Point Load : D = 0.60 k @ 4.0 ft, (roof dead Toad) Uniform Load : D = 0.1420, S = 0.20 , Tributary Width = 1.0 ft, (roof dead+live) Point Load : D = 0.40 k @ 1.0 ft, (susp ceiling 1) Point Load : D = 0.40 k @ 9.0 ft, (susp ceiling 2) Point Load : D = 0.40 k @ 17.0 ft, (susp ceil 3) Point Load : D = 0.40 k (cD 25.0 ft, (susp ceiling 4) DESIGN SUMMARY Service Toads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio = 1.583 1 Section used for this span 5.50 X 15.625 fb : Actual = 1,899.74psi FB : Allowable = 1,200.00psi Load Combination +D +S +H Location of maximum on span = 13.057ft Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.798 in Ratio = 0.000 in Ratio = 1.624 in Ratio = 0.000 in Ratio = 398 0 <360 195 0 <180 0.516: 1 5.50 X 15.625 = 87.73 psi 170.00 psi 0.000 ft Span # 1 maax�im_u____ rorc e_s_.w Nr ress.e. s a o _r :oaa S om_or_nau ons_' : Load Combination Max Stress Ratios Segment Length Span # M V Moment Values Cd CFN Ci Cr Cm C t CL M lb F'b Shear Values V fir Fv D Only IILength = 26.50 ft +L+H Length = 26.50 ft +D +Lr +H Length = 26.50 ft +D +S +H 1 0.799 0.270 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 0.799 0.270 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 0.799 0.270 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 17.88 958.99 17.88 958.99 17.88 958.99 0.00 1200.00 0.00 1200.00 0.00 1200.00 0.00 0.00 0.00 0.00 2.63 45.86 170.00 0.00 0.00 0.00 2.63 45.86 170.00 0.00 0.00 0.00 2.63 45.86 170.00 0.00 0.00 0.00 Sabey Intergate E. Building 2 TJ framing oocl: Beam Load Combination Project Title: Providence - Intergate East Building 3 Engineer. Daniel Protect ID: 01038011 Project Descr: existing Berekely Panel system roof Printed: 31 0CT 2012, 1:25PM 1 filest01038005 fiitergate E, Bldg 3131.008631 Sabey Intergate East - Bldg-31Cabubtfonslproadeaco. ti tge -3ec6 • ENERCALC, INC. 1983 -2012. Build.6a21G 23 Ver.6.0:26 •::: • :: ....:....... r......... ......: ...... ;..::.••rr:: .... ........ .,.. �:••:%. in�..•. q% �:•!•: fii< r: :.�f: %::.f:��:�::ffii %ri %� % ":: iii!b: / :!i/ r ''l:�y�yy .ijiSFl �y�}�`' �: r/�!�'•:L'r'iiF %:hi /.viii %• iii% f�: �l..:? x:!^:::.%. i!!..%^i:///, rI!.;ii�;i: % /., /.� {i;%i!!.....: :4 F. 1. /: .. ......: .. ..: ........ :.; ... .;i;. !.�:.':...;... /....... �l np �. V./• �t•.�.�y::fYU�,:.;,:4}:s ra. rr�•. .. iiF % r�iil:• iiiiii:>:::::. �:..... r: rrr:: i:! ri: r::.•, ri::..::.: �rir: �ilrir:::»..:i...:::::::!.:/rr: r��or..:::..:l r. /::r.:r.:.l:rf:.. rr /. .rr:lrrr�r...n:..�YY.:�f Ji +7.�{� Max Stress Ratios Moment Values Segment Length Span # M V Cd C FN C i C r C m C t C L M lb F'b Length = 26.50 ft 1 1.583 0.516 1.00 1.00 1.00 1.00 1.00 1.00 1.00 35.43 1,899.74 1200.00 5.03 87.73 170.00 +13,-0.750Lr+0.750L +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.799 0.270 1.00 1.00 1.00 1.00 1.00 1.00 1.00 17.88 958.99 1200.00 2.63 45.86 170.00 +D•0.750L+0.7505+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 1.387 0.454 1.00 1.00 1.00 1.00 1.00 1.00 1.00 31.04 1,664.47 1200.00 4.43 77.26 170.00 +D +W +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.799 0.270 1.00 1.00 1.00 1 00 1.00 100 1.00 17 88 958 99 1200.00 263 45.86 170.00 +D+0.70E +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.799 0.270 1.00 1.00 1.00 1.00 1.00 1.00 1.00 17.88 958.99 1200.00 2.63 45.86 170.00 +D+0.750Lr+0.750L+0.750W +H 1.00 100 100 1 00 100 1.00 0 00 0 00 0.00 0.00 Length = 26.50 ft 1 0.799 0.270 100 100 1 00 1 00 100 1 00 100 1788 958 99 120000 263 45.86 170 00 +D+0.750L+0.750S+0.750W +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 1.387 0.454 1.00 1.00 100 1.00 1.00 1.00 1.00 31.04 1,664 47 1200.00 4.43 77.26 170.00 +D +0.750Lr+0.750L +0.5250E +H 100 100 100 100 100 100 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.799 0.270 1.00 1.00 1.00 1.00 1.00 1.00 1.00 17.88 958.99 1200.00 2.63 45.86 170.00 +D+0.750L+0.750S+0.5250E +H 1.00. 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 1.387 0.454 100 100 100 100 100 100 100 31.04 1,664 47 1200 00 443 77.26 170.00 +0.60D +W 4l 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.479 0.162 1.00 1.00 1.00 1.00 1.00 1.00 1.00 10.73 575.39 1200.00 1.58 27.52 170.00 +0.60D+0.70E +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.479 0.162 100 100 1 00 100 100 100 100 10.73 575 39 1200 00 158 27 52 17000 Overall Maximum Deflections - Unfactored Loads Shear Values V fv Fb .- • oad Combination Span Max. ° -° Defl Location in Span Load Combination Max. °+° Defl Location in Span Vertical Reactions • Unfactored Load Combination Support 1 Support 2 1 1.6242 13.250 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Overall MAXimum 5.856 5.407 D Only 3.206 2.757 S Only 2.650 2.650 D +S 5.856 5.407 Sabey Intergate E. Building 2 TI framing ood Beam >�•i' /,.•�i iiiiy {. %i.r:L;�: /. .. /.. �.l:l. /�f / /.. //. F F// f /// f f// �:��::ff.! i::! f / ?i�.i�: f/•. i�`!� �•�• i %%! •% �'i' %�ii::!::;:� ;ri( /l� � %J /:�f,. F / / F /// / W.�j�.}�}� /:�y ir:.vir. f ii..: i.v+r:::: i.::...rr�: :rr: n�::.�r..:..:::.vr.! M: r:� v: r.:r:::::::r:rrrih.. rr.lr:rf. +ir>:ir:.vr.in•: r.��ri:.vi.w: �.iirru::::::::..:r...,. r.::::::r:...:. r... r. r..5+`i�+i.•f.Y Project Title: Engineer: Project Descr: Providence - Intergate East Building 3 Daniel Project ID: 01038011 existing Berekely Panel system roof Printed: 31 OCT 2012, 1:34PM I files101038000Intergate E, Bldg 3101.039011 Sabey Intergate East 431dg•31Cabulatforislprouidence tt ige4ac$ ENERCALC. MC..1983 -20/2 Buiii.8.12.16.28,VerS 028 E¥3 CODE REFERENCES Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7 -05 Load Combination Set : 2006 IBC & ASCE 7 -05 Material Properties Analysis Method : Allowable Stress Design Fb - Tension Load Combination 2006 IBC & ASCE 7 -05 Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral- torsion buckling Wood Species Wood Grade :Douglas Fir - Larch :No.1 1,200.0 psi 1,200.0psi 1,000.0 psi 625.0 psi 170.0 psi 825.0 psi E : Modulus of Elasticity Ebend -xx 1,600.0ksi Eminbend - xx 580.0ksi Density 32.210pcf D(0.5) 1 D(0.142) S(0.2) • • 5.50 X 15.625 Span = 26.50 ft 2 Applied Loads Point Load : D = 0.50 k @ 4.0 ft, (roof dead load) Uniform Load : D = 0.1420, S = 0.20 , Tributary Width = 1.0 ft, (roof dead+Iive) DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. esir.b n:tvr: Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection = 1.387 1 5.50 X 15.625 1,663.81 psi = 1,200.00psi +D +S+H 13.057ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.798 in Ratio = 0.000 in Ratio = 1.418 in Ratio = 0.000 in Ratio = 398 0 <360 224 0 <180 0.465: 1 5.50 X 15.625 79.00 psi = 170.00 psi +D +S +H = 0.000 ft Span # 1 147axitritthi Forces-& Stresses for<Load :Combinations. Load Combination Max Stress Ratios Segment Length Span # M V Cd CFN Ci Cr Cm C CL Moment Values M fb F'b Shear Values V fv F'v D Only Length = 26.50 ft +D +L +H Length = 26.50 ft +D +Lr +H 411, Length = 26.50 ft +S +H Length = 26.50 ft +D+0.750Lr+0.750L +H Length = 26.50 ft +D+0.750L+0.750S +H 1 0.603 0.218 1.00 1.00 1.00 1 0.603 0.218 1.00 1.00 1.00 1 0 603 0218 100 100 1.00 1 1.387 0.465 1.00 1.00 1.00 1 0.603 0.218 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 13.48 723.06 13.48 723.06 13.48 723.06 31.03 1,663.81 13.48 723.06 0.00 1200.00 0.00 1200.00 0.00 1200.00 0.00 1200.00 0.00 1200.00 0.00 0.00 0.00 0.00 2.13 37.13 170.00 0.00 0.00 0.00 2.13 37.13 170.00 0.00 0.00 0.00 2.13 37.13 170.00 0.00 0.00 0.00 4.53 79.00 170.00 0.00 0.00 0.00 2.13 37.13 170.00 0.00 0.00 0.00 Sabey Intergate E. Building 2 Ti framing DOd Beam Project Title: Providence - Intergate East Building 3 Engineer. Daniel Project ID: 01038011 Project Descr: existing Berekely Panel system roof Printed: 31 OCT 2012, 1:34PM 1 fibs \01038000 Intergate E, Bldg 301. 039011 Sauey Intergate East -Bldg 31GatufaffonslprovIdence ti ige-3,ec6 ENERCALC, INC> 1983- 2012, Buikl:6 12.10.23, Ver:60:25 ( r.4'!f.!!4'Fi:!!! ^: �Y.pf.... f.!! 1f.!!: l!: �f/.:!!! rf.! r!.}:!!. i:! Y.. i:! ryr!! yl!! r�!!..!!!!!!. �!!!!!.!!!r!!r!; �y,•;•;;!!!!!!! r!+!% f.!!? iri! y!•: f !!!yx!! /!f!!!y,!!!y,!!!!.:i�fF. r •+ .... �.... N'%;•+++.++.+++++ rrr/.• r�ir+ .•.w+:.. +�..r,. «r+.... «nv...++. rrrr.+.. rrr.r. r.:..rr r.• r..+......++...+... n:r:.. r:. nr..+. r... r....: r.. .:.r /.ri. +r.:.f.I.i +.rrF::+..i: +:.� +i�i.�7Yr .3: }Fr'l:`"iY.:�� stlF„+' *�Y Load Combination Segment Length Span # M V Cd C FN C i Cr Cm C t CL M fb F'b V Iv Fb Max Stress Ratios Moment Values Shear Values Length = 26.50 ft 1 1.190 0.403 1.00 1.00 1.00 1.00 1.00 1.00 1.00 26.64 1,428.54 1200.00 3.93 68.53 170.00 +D +W +H 1.00 1.00 100 100 100 100 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.603 0218 1.00 1.00 1.00 1.00 1.00 1.00 1.00 13.48 723.06 1200.00 2.13 37.13 170.00 +D+0.70E +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0 603 0218 100 100 100 100 100 100 1.00 13.48 723.06 1200.00 2.13 37.13 170.00 +D+0.750Lr+0.750L+0.750W +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.603 0.218 1.00 1.00 1.00 1.00 1.00 1.00 1.00 13.48 723.06 1200.00 2.13 37.13 170.00 +D+0.750L+0.750S+0.750W +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 1.190 0.403 1.00 1.00 1.00 1.00 1.00 1.00 1.00 26.64 1,428.54 1200.00 3.93 68.53 170.00 +D+0.750Lr+0.750L+0.5250E +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.603 0.218 1.00 1.00 1.00 1.00 1.00 1.00 1.00 13.48 723.06 1200.00 2.13 37.13 170.00 +D+0.750L+0.7505+0.5250E +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 1.190 0.403 1.00 1.00 1.00 1.00 1.00 1.00 1.00 26.64 1,428.54 1200.00 3.93 68.53 170.00 +0.60D +W +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.362 0.131 1.00 1.00 1.00 1.00 1.00 1.00 1.00 8.09 433.84 1200.00 1.28 22.28 170.00 +0.60D+0.70E +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.362 0.131 1.00 1.00 1.00 1.00 1.00 1.00 1.00 8.09 433.84 1200.00 1.28 22.28 170.00 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. ° - -° Defl Location in Span Load Combination Max. ° +° Defl Location in Span D +S • 1 1.4175 13.250 0.0000 0.000 Vertical Reactions - Unfactored Load Combination Support 1 Support 2 Overall MAXimum 4.956 4.607 D Only 2.306 1.957 S Only 2.650 2.650 D +S 4.956 4.607 Support notation : Far left is #1 Values in KIPS Sabey Intergate E. Building 2 TI,framing , Project Title: Providence - Intergate East Building 3 Engineer. Daniel Project ID: 01038011 Project Descr: existing Berekely Panel system roof 11�Mi Printed: 31 OCT 2012, 1:54PM ood seam ?�iii'r ?J 11 tibs101038000Intergate E, Bk19 3101 -018091 Sabey Intergate East -Bldg 3lCabubtions1providenceti Ige..ec6 ENERCALC, INC 1963- 2012 Build 6 :12:10.23. Ver6.0.25' {�'+{[a1s �4: n: ?4 %: ?•iii'fil �� iif'ii%iiFff'! %'' %bill it Yil �rif ff :l % %ff iiif :{ F f ilF. +' %!.? lr % /lfii': % /. ? +i it i +iiiiri% i ii'F:'ll "FFFff /! l /i rii'fii: lFr'fi r %F: %Fflr %! ?3 Y+<'�si J+ A::t: %i:iiiii •iiri'fii %i:•iiii::• iii% fii: ii:??• if.• i:. i:• iiiiii ::ii:oii%r•iiiiifiiirriii ii• i'!.• ii.:% iii: ii""•+ ir:+:! f. 6iifi% riiiiiififiiii %iriiirfi::ii%x': +^ CODE REFERENCES Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7 -05 Load Combination Set : 2006 IBC & ASCE 7 -05 Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Wood Species Wood Grade : Douglas Fir - Larch :No.1 Fb - Tension Fb - Compr Fc - Pr!! Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral- torsion buckling 1,200.0 psi 1,200.0 psi 1,000.0 psi 625.0 psi 170.0 psi 825.0 psi E : Modulus of Elasticify Ebend- xx 1,600.0 ksi Eminbend - xx 580.0 ksi Density 32.210pcf .............................. ............................. Applied. Loads Uniform Load : D = 0.0540, S = 0.20 , Tributary Width =1.0 ft, (roof dead+live) DESIGN SUMMARY D(0.054) S(0.2) i 5.50 -X 15.625 Span = 26.50 ft Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection = 0.996 1 5.50 X 15.625 1,195.54 psi = 1,200.00 psi +D +S +H 13.250ft = Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.798 in Ratio = 0.000 in Ratio = 1.013 in Ratio = 0.000 in Ratio = 398 0 <360 313 0 <180 0.313: 1 5.50 X 15.625 53.17 psi 170.00 psi +D +S +H 25.243 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Cd CFN Ci Cr Cm C t CL Moment Values M fb F'b Shear Values V fv Fb D Only Length = 26.50 ft +D +L +H Length = 26.50 ft +D +Lr +H Length = 26.50 ft +S +H Length = 26.50 ft +D+0.750Lr+0.750L +H Length = 26.50 ft +D+0.750L+0.750S +H Length = 26.50 ft 1 0212 1 0.212 1 0.212 1 0.996 1 0.212 1 0.800 0.066 1 00 1 00 1 00 1.00 1.00 1.00 1.00 0.066 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.066 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.313 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.066 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.251 1.00 1.00 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.74 254.17 4.74 254.17 4.74 254.17 22.30 1,195.54 4.74 254.17 17.91 960.20 0.00 1200.00 0.00 1200.00 0.00 1200.00 0.00 1200.00 0.00 1200.00 0.00 1200.00 0.00 0.00 0.00 0.65 11.30 170.00 0.00 0.00 0.00 0.65 11.30 170.00 0.00 0.00 0.00 0.65 11.30 170.00 0.00 0.00 0.00 3.05 53.17 170.00 0.00 0.00 0.00 0.65 11.30 170.00 0.00 0.00 0.00 2.45 42.70 170.00 Sabey Intergate E. Building 2 TJ framing , eam Project Title: Providence - Intergate East Building 3 Engineer. Daniel Project ID: 01038011 Project Descr: existing Berekely Panel system roof 12-4w Printed: 31 OCT 2012, 1:54PM 11_filas101038000 tmergate E, Bldg 3t01-038011 Sabey Intergate East --Bldg 31Cab tationslprovidence 6 ige•3 ec6 ENERCALC INC 1963.2012 Build 6121023, Ver.6 0.25 ,. • %; %iii• >„ ffyy. Sri %f.4:•iii' %' :: fff r.. .., f. ,. / „ %hii: %• %r'!.i %riii'r %ir:: »:.:... rrr .f rf r ilfri: %iff /.t %i++} iii:' iiii' ii%• i:'f.ril'ii:•i "i:!!•i$'Fr'•f r %•I % %i:% fp;:;..,. ,. %Fl,.! <.,,. ,.. /.......,. .. /....::rrr. r.; ... :: %: •: :l. ff..:;: %ff.., /... ..l.,.i.; ...... ;i;. /,.f..... r.. .r. f /f.... J :i%� rr.::;:.::::::/.. :,:.:,, rr.,,::., rr.«. ii%:; ii%. i.,.: �::... rrrrr..,/,..:.;:;::• i::.,.,. r.: r: r:..;:,/..::: ,,,ii:;;:::.:::r.rrrrrr.r.rrf., rrr:., r, f.•,;;;:: > %r;ii::r,rr::r.:; %: .'�33y*,...:,.��R+�c�;t�ri. >;. Load Combination Max Stress Ratios Moment Values Segment Length Span # M V C d C FN C i Cr Cm C t CL M tb F'b Shear Values V fv F'v +D +W +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.212 0 066 100 100 1.00 100 100 1.00 1.00 4.74 254.17 1200.00 0.65 11.30 170.00 +D+0.70E +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.212 0.066 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.74 254.17 1200.00 0.65 11.30 170.00 +0+0.750Lr+0.750L+0.750W +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0 212 0 066 100 100 1.00 1.00 1.00 1.00 1.00 4.74 254.17 1200.00 0.65 11.30 170.00 +D+0.750L+0.750S +0.750W +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.800 0.251 1.00 1.00 1.00 1.00 1.00 1.00 1.00 17.91 960.20 1200.00 2.45 42.70 170.00 +D+0.750Lr+0.750L+0.5250E +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.212 0.066 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.74 254.17 1200.00 0.65 11.30 170.00 +D+0.750L+0.750S+0.5250E +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.800 0.251 1.00 1.00 1.00 1.00 1.00 1.00 1.00 17.91 960.20 1200.00 2.45 42.70 170.00 +0.600+W +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26 50 ft 1 0127 0 040 100 100 100 100 1.00 1.00 1.00 2.84 152 50 1200 00 0 39 6.78 170.00 +0.60D+0.70E +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.127 0.040 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.84 152.50 1200.00 0.39 6.78 170.00 Overall Maximum Deflections - Unfactored Loads • Load Combination Span Max. "-° Defl Location in Span Load Combination Max. ° +° Defl Location in Span D +S 1 1.0134 13.347 0.0000 0.000 Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.366 3.366 D Only 0.716 0.716 S Only 2.650 2.650 D +S 3.366 3.366 • ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT ## OM) v Q `( SUBJECT PROJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAx (206) 522-6698 pgI vu) 0/66- - 7 DATE rn7 P SHEET dal 'By Sl e- '4 x 1+ t OF - e 63'-fx 30 6 k1 yr /? o X17 I2uoF 4-t /Wall 2 S. 2_53v„fr 1,2 0 3/11 K 31.5 fr 2 - " C , l i`°; ' q u a ` l i r 115- L J f 2' -TJ 1 d 0, 9 04 6'i� X 33 -i- / 4 a o 10- x. ,d 5- 31vs SiSn. Gk2 (. 2 S, D p i t e3/f 3 51. .� SA /u l4 w4. 1 a b. U 2,0 a/jL. le. pU-,, 1 0.S 03`fk C • /8.0 is P l f , 25J h 2 27.d� t%JD z « (2? 14) i- g 2 i?vz tt% (2-?-.11;) ��C) • • • • , Company : Engineers Norhwest Inc., PS Designer : DML Job Number : 01.38011 Providence - Intergate E. building 3 Oct 25, 2012 4:08 PM Checked By: DML ofrmA, Joint Reactions (By Combination) LC Joint Label X [k] Y [k] Z [k] MX [k -ft] MY [k -ft] MZ f k -ft] 1 1 N1 0 12.594 0 0 0 0 N2 25.438 3 1 N3 0 20.347 0 0 0 0 N5 0 34.375 5 1 N6 0 19.79 0 0 0 0 1 117 20.308 7 1 N8 0 33.593 0 0 0 0 N10 .:... 23.551 0 9 1 N11 0 18.574 0 0 0 0 N12.. 0 32.723 0' 11 1 N14 0 27.122 0 0 0 0 12 N15 0 6.925 0 13 1 Totals: 0 275.44 0 COG (ft): X:110 Y: 0 .9/7/ APc 7'3-41 y74 ofr Li// 2 RISA -3D Version 10.0.0 [ Q: \... \... \... \Calculations\GIu -lam girder Roof run 1 columns.r3d] Page 3 1 • Company : Engineers Norhwest Inc., PS Designer : DML Job Number : 01.38011 Providence - Intergate E. building 3 Oct 25, 2012 4:08 PM Checked By: DML Member Section Forces (By Combination) 1 LC Member Label Sec Axial[k] 1 M1 1 0 y Shear[ki z Shearjki Torque[k -ftl y -y Mo... z -z Mo... 12.594 0 2; 3 4 5 6: 7 8 9 5:082-- 3 0 4 5 0 M2 -2.43 9:942 - 17.454 7:984 4.228 4 .472 0 0 0 0 0 0 0 0 0 0 0 0 0 -3.284 10 11 -7.04 0 0 1 M3 1 0 3 8.299 0 3.291 15 16. 17 18 19 21 1 M4 5 0 1 .: 2 0 0 0 A 0 0 0 - 53:028 - 60.983 - 23.867 58.322 58.322 0 40.004 0 32.954 0 37.172 0. 1.717 -6.725 0 0 0 52.659 52.659 0 9.446 0 - 13.735 0 0 - 18.883 6.725. 0 -9.229 0 0 0 0 0 0 4 11:733 0 - 14.237 1 M5 1 0 - 16.741 17.634 0 0 0 0 0 0 0 10.122 23 0 2.61 0 0 0 15.954 36.915` 62.885 93:863: 93.863 10.592 - 27.607 25 5 26 1..... M6 27 2& 29 30 2 3: 4 0 0 0 0 31 1 M7 32 33 34 35 1 0 0 0 3 0 4.902 - 12.414 7.376 3.62 -:136 -3.892 - 7.648 12.66 5:148 -2.364 4 5 36 1 M8 37 39 2 3.. 4 =9.876 0 - 17.388 0 16:205 0 13.701 0 .11.197 41 1 M9 43 44 45 46> 47 40 M10 1 3 4: 5 1 2 a 0 0 0 0 8.693 6.189 6.189 1.181 -3.827 - 8.835:: - 13.843 0 0 0 0 A A 0 0 20.734 0 31.211 0 31211 0 14.717 0 0 . 0 <. 9.491 0 0 0 15.533 0 0 0 32.843. 0 0 0 32.843 0 - 0. : :. 0 20.581' 0 0 0 - 28.933 0 0 0 7:787' 0 0 0 89.579 0 0 0 89.579' 0 0 0 59.672 0 0 0 34:773 0 0 0 14.883 0 0 9.808 0 6.052 2.2wo 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0,. 0 0 0 0 0 0 0 a 49 4 0 -1.46 0 5.216 0 M11 1 0 13.358 0 0 0 0 0 0 - 14.741 52 2 0 5:846 0 0 0 -9.451 15.872'i 61.227 61.227 37.436 24.914 23.659 33:672 33.672 - 23:939 RISA -3D Version 10.0.0 [Q \... \...\... \Calculations \GIu -lam girder Roof run 1 columns.r3d] Page 4 Company : Engineers Norhwest Inc., PS Designer : DML Job Number : 01.38011 Providence - Intergate E. building 3 Oct 25, 2012 4:08 PM Checked By: DML • //-4414) Member Section Forces (By Combination) (Continued) LC Member Label Sec Axial[k] y Shear[k] z Shear[k] Torque[k -ft] y -y Mo... z -z Mo... 53 3 0 -1.666 0 0 0 - 36.4781 4..:- 9.178 0 0...,...._ -3945. 55 5 0 - 16.69 0 0 0 73.66 M12 16.033 57 2 0 14.155 0 0 0 73.66 51.019 58.:. 12.277 31.196' 59 4 0 10.399 0 0 0 14.189 .6Q. 8.521 ,. 61 1 M13 1 0 8.521 0 0 0 0 2.887 -25.666 63 3 0 - 2.747 0 0 0 -25.98 64' -8.381 -.94 65 0 - 14.015 0 0 49.452 1 M14 13.107` 0 49.452 67 2 0 8.099 0 0 0 7.041 68 3.091 =15 :338: 69 4 0 -1.917 0 0 0 - 17.685 70 -6.925 RISA -3D Version 10.0.0 [Q :1...1... \... \Calculations \GIu -lam girder Roof run 1 columns.r3d] Page 5 4 ° Company : Engineers Norhwest Inc., PS Designer : DML Job Number : 01.38011 Providence - Intergate E. building 3 fr64/4,/ Oct 25, 2012 3:57 PM Checked By: DML Member Section Stresses (By Combination) LC 1 1 Member Label Sec Axial[ksi] y Shear[ksi] z Shear[ksi] top Bendin... bot Bendin.. z top Bendin...z bot Bendin... 1 1 M1 0 .063 0 0 0 .025 .367 -.367 3 3 0 -.012 0 .422 -.422 0 0 -.049 .165 -:165. 5 5 0 -.087 0 -.403 .403 0 0 M2 1 .04 0 -.403 .403 7 2 0 .021 0 -.277 .277 0 0 .002 ,. -.228 .:228 0 0 4 0 -.016 0 -.257 .257 0 0 101: - .364 .364 0 0 11 1 M3 .066 0 -.364 .364 0 0 12:; 041 -.065 .065 0 0 13 3 0 .016 0 .095 -.095 0 0 14: 4 0 -.009 0 .117 -.117 0 0 15 5 0 -.033 0 0 0 M4 1. 0 -.038. 17 2 0 -.053 0 -.146 .146 0 0 0 0 0 18 3 - .067 0 - .338 .338 0 0 19 4 0 -.081 0 -.575 .575 20.: -.096 -:858 .858 21 1 M5 1 0 .101 0 -.858 .858 .058 ::::. 0 - .097 .097 0 0 0 0 0 0 0 0 23 3 0 .015 0 .252 -.252 0 0 24 -.028 .19 -.19 25 5 0 -.071 0 -.285 .285 M6 1 .042 - .285 .285 27 2 0 .021 0 -.135 .135 0 Q 0 0 0.. 0 0 0 28 3 - .087 .087 0 0 29 4 0 -.022 0 -.142 .142 0 0 30 5 .044 31 1 M7 1 0 .072 0 -.3 .3 2 :029 .188 -188. 33 3 0 -.014 0 .265 -.265 -.056 - .071 .071 35 5 0 -.099 0 -.819 .819 M8 ,093 - .819 ♦819: 0 0 0 0 0 0 . 0 0 0 0 0 0 0. 0 37 2 0 .078 0 -.546 .546 0 0 3 .318... .318 39 4 0 .05 0 -.136 .136 40 .035 0 0 0 0 0 0 0 0 41 42 1 M9 1 0 .028 0 0 0 0 0 2 .005. 0 :086 -.086 0 :0` 43 3 0 -.017 0 .055 -.055 0 0 44 4 0 -.04 - .093 .093 :. . 45 5 0 -.063 0 -.358 .358 0 0 46 M10 045 0 -.358 :358 0 47 49 50 51 52 2 0 .028 0 :01 0 -.219 -.146 .219 146 0 0 4 0 -.007 0 -.138 .138 0 0 5 0 - .024. - :197 197 0,. 1 M11 1 0 .061 0 -.197 .197 0 0 2 .027 .14 -.14 RISA -3D Version 10.0.0 [Q: \.. \...\... \Glu -lam girder Roof run.r3d] Page 1 0 -.076 -.431 .431 0 57 Company : Engineers Norhwest Inc., PS Designer : DML Job Number : 01.38011 Providence - Intergate E. building 3 Oct 25, 2012 y/7* 3:57 PM Checked By: DML Member Section Stresses (By Combination) (Continued) 53 54. LC Member Label Sec Axial[ksil y Shear[ksi] z Shear[ksi] y top Bendin...y bot Bendin...z top Bendin...z bot Bendin... 3 0 -.008 0 .213 -.213 0 0 55 • 0.: -:042 .023 023 0 :.:. M12 .073 -.431 .431 2 0 .065 0 -.299 .299 0 0 56 59 . 60 . 4 61 M13 62 5 1 2 0 .048 0 -.183 -.083 .183 .083 0 0 .039 .039 .013 0 0 0 0 63 :64 0 -.013 0 15 .152 15 -.152 0 0 65 38 0 :006 -.006 56. M14 5 0 -.064 0 -.289 .289 0 0 67 .06 -.289 .289 2 3 0 .037 0 -.041 .041 0 0 69 014 .09 -.09 0:. 4 0 -.009 0 .103 -.103 0 0 -.032 0 RISA -3D Version 10.0.0 [Q: \...\... \... \GIu -lam girder Roof run.r3d] Page 2 Sabey Intergate E. Building 2 TI framing, Title : Providence - Intergate East Building 3 Job # 01038011 I Dsgnr: Daniel Project Desc.: existing Berekely Panel system roof Project Notes : Prided: 26 OCT 2012, 3:11PM pm/ Description : 6x16 purlin spanning 25-6° Material Properties Calculations per IBC 2006, CBC 2007, 2005 NDS Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Wood Species Wood Grade Beam Bracing Fb - Tension Fb - Compr Fc - Pr!! :Douglas Fir - Larch Fc - Perp : No.1 Fv Ft : Beam is Fully Braced against lateral- torsion buckling 1350 psi 1350 psi 925 psi 625 psi 170 psi 675 psi E : Modulus of Elasticity Ebend- xx 1600 ksi Eminbend - xx 580 ksi Density 32.21 pcf 7 f 0(0.086) S(0.2) 2 5.50 X 15.625 Span = 26.50 ft 0 Applied Loads Load for Span Number 1 ,,9 Uniform Load : D = 0.0860, S = 0.20 k/ft, Tributary Width =1.0 ft, (roof dead to f /EIJ /?l ij fJal` & DESIGN SUMMARY. Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.997. 1 5.50 X 15.625 1,346.16psi 1,350.00 psi +D+S+H 13.250ft = Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.800 in Ratio = 0.000 in Ratio = 1.143 in Ratio = 0.000 in Ratio = 397 0 <360 278 0 <180 = 0.354: 1 5.50 X 15.625 60.19 psi 170.00 psi +D +S+H 0.000 ft Span # 1 Maximum. Forces .8<.Stresses for Load Combinations.: Load Combination Max Stress Ratios Segment Length Span # M V Cd Summary of Moment Values Mactual fb-design Fb -allow Summary of Shear Values +D Length = 26.50 fi +D +L +H Length = 26.50 ft +D +Lr +H Length = 26.50 ft +D +S+H Length = 26.50 ft +D +0.750L+0.750S +H Length = 26.50 ft +0.750L+0.7505+0.750W +H ength = 26.50 ft +0.750L+0.7505+0.5250E +H Length = 26.50 ft 1 0.300 0.106 1 0.300 0.106 1 0.300 0.106 1 0.997 0.354 1 0.823 0.292 1 0.823 0.292 1 0.823 0292 Vactual fv-design Fv -allow 1.000 7.55 404.79 1,350.00 1.04 18.10 170.00 1.000 7.55 404.79 1,350.00 1.04 18.10 170.00 1.000 7.55 404.79 1,350.00 1.04 18.10 170.00 1.000 25.11 1,346.16 1,350.00 3.45 60.19 170.00 1.000 20.72 1,110.82 1,350.00 2.85 49.67 170.00 1.000 20.72 1,110.82 1,350.00 2.85 49.67 170.00 1.000 20.72 1,110.82 1,350.00 2.85 49.67 170.00 Sabey Intergate E. Building 2 • TI framing Title : Providence - Intergate East Building 3 Job # 01038011 `� Dsgnr: Daniel y Project Desc.: existing Berekely Panel system roof Project Notes : acid Beam tiesign Description : 6x16 purlin spanning 26-6° Overall Maximum Deflections - Unfactored Loads Retied: 26 OCT 2012, 3•11PM ENERCALC, INC. 1983480; Ver Load Combination Span Max. " -° Defl Location in Span Load Combination Max. " +" Defl Location in Span D+L +S Vertical Reactions - Unfactored 1 1.1435 13.383 Support notation : Far left is #1 0.0000 0.000 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.790 3.790 D Only 1.140 1.140 S Only 2.650 2.650 D+L +S 3.790 3.790 • • L Sabey Intergate E. Building 2 TI framing. ood Beam Project Title: Engineer. Project Descr: Providence - Intergate East Building 3 Daniel Project ID: 01038011 existing Berekely Panel system roof 19//frk Printed: 31 OCT 2012, 1:37PM 31_ libs1010360011 Gitergaie E,131dg 3101.038011 Sabey latergateast-Bldg 3Cat ,;itationslprgyidenceEige-3ec6 ,..<. >,.,,.:.:,.. 20 2 ills er.60.25 Et�RCAtC, INC ...1383-201Z 1 Bd 12.14 23, V .1::i�.; •..:i:±.�d�16#it . ��... �. i, ! ::::. ii::> y,::;::: f.:;.`.:<;;:; f5:%::;;;::; �•;:::; �;:; �.;:;:;::; ::� :.:;;�.. <::'..ryfrii•:• »:t:�. .t. is .....i.i:..........i...i: YY�. CODE REFERENCES Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7 -05 Load Combination Set : 2006 IBC & ASCE 7 -05 Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Fb - Tension Fb - Compr Fc - PrII Wood Species : Douglas Fir - Larch Fc - Perp Wood Grade : No.1 Fv Ft Beam Bracing : Beam is Fully Braced against lateral- torsion buckling 1,200.0 psi 1,200.0 psi 1,000.0 psi 625.0 psi 170.0 psi 825.0 psi E : Modulus of Elasticity Ebend- xx 1,600.0 ksi Eminbend - xx 580.0 ksi Density 32.210 pcf i i D(0.054) S(0.2) 5.50 X 15.625 Span = 26.50 ft 1, � J�� i Applied Loads Uniform Load : D = 0.0540, S = 0.20 , Tributary Width = 1.0 ft, (roof dead+live) DESIGN SUMMARY'' Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.996 1 5.50 X 15.625 = 1,195.54psi = 1,200.00 psi +D +S+H 13.250ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.798 in Ratio = 0.000 in Ratio = 1.013 in Ratio = 0.000 in Ratio = 398 0 <360 313 0 <180 Des/ rt OK 0.313: 1 5.50 X 15.625 53.17 psi 170.00 psi +D +S +H 25.243 ft Span # 1 Maximum Forces & Stresses for Load Combinations' Load Combination Max Stress Ratios Segment Length Span # M V C d C FN C D Only Length = 26.50 ft +D +L +H Length = 26.50 ft +D +Lr +H Length = 26.50 ft 6e+S +H ngth = 26.50 ft .750Lr+0.750L +H Length = 26.50 ft +D+0.750L+0.750S +H Length = 26.50 ft Cr Cm Moment Values C t CL M fb F'b Shear Values V fv F'v 1 0.212 0.066 1.00 1.00 1.00 1.00 1.00 1 0.212 0.066 1.00 1.00 1.00 1.00 1.00 1 0.212 0.066 1.00 1.00 1.00 1.00 1.00 1 0.996 0.313 1.00 1.00 1.00 1.00 1.00 1 0.212 0.066 1.00 1.00 1.00 1.00 1.00 1 0.800 0.251 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.74 254.17 4.74 254.17 4.74 254.17 22.30 1,195.54 4.74 254.17 17.91 960.20 0.00 1200.00 0.00 1200.00 0.00 1200.00 0.00 1200.00 0.00 1200.00 0.00 1200.00 0.00 0.65 0.00 0.65 0.00 0.65 0.00 3.05 0.00 0.65 0.00 2.45 0.00 11.30 0.00 11.30 0.00 11.30 0.00 53.17 0.00 11.30 0.00 42.70 0.00 170.00 0.00 170.00 0.00 170.00 0.00 170.00 0.00 170.00 0.00 170.00 t• Sabey Intergate E. Building 2 TI framing. Load Combination Shear Values Segment Length Span # M V C d C FN C i Cr Cm C t CL M lb F'b V fv F1r +D +W +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.212 0.066 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.74 254.17 1200.00 0.65 1130 170.00 +D+0.70E +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.212 0.066 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.74 254.17 1200.00 0.65 11.30 170.00 +D+0.750Lr+0.750L+0.750W +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.212 0.066 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.74 254.17 1200.00 0.65 11.30 170.00 +D+0.750L+0.750S+0.750W +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.800 0.251 1.00 1.00 1.00 1.00 1.00 1.00 1.00 17.91 960.20 1200.00 2.45 42.70 170.00 +D+0.750Lr+0.750L+0.5250E +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.212 0.066 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.74 254.17 1200.00 0.65 11.30 170.00 +D+0.750L+0.750S+0.5250E +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.800 0.251 1.00 1.00 1.00 1.00 1.00 1.00 1.00 17.91 960.20 1200.00 2.45 42.70 170.00 +0.60D +'W +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.127 0.040 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.84 152.50 1200.00 0.39 6.78 170.00 +0.60D+0.70E +H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 26.50 ft 1 0.127 0.040 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.84 152.50 1200.00 0.39 6.78 170.00 Overall Maximum Deflections Unfactored Loads Load Combination Span Max. " " Dell Location in Span Load Combination Max. " +" Defl Location in Span D +S 1 1.0134 13.347 0.0000 0.000 Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS Project Title: Providence - Intergate East Building 3 Engineer. Daniel Project ID: 01038011 Project Descr: existing Berekely Panel system roof Printed' 31 0CT 2012, 1•37PM tlfits10108006Intergate E Bldg 3101.038011 S obey Intergate EasinBlgg 31 Catutstionslprowdenceli ige•3.ec6 ENERCALC, INC' 19832012; Buld.fi12:111.23,Ver.60.25 . .�:: iii %;.;i:$i;i:: }; %:. .. fri: f'fli:. '•i'frv. %: +i:l:r ii'Ff.•: : •r: ri : ::.:::. :i :iii ? ?4� �.:'4'.Yii � "f.�': ?i : ••• •• •. .:::r.r::::..: s�iiF.+ i::?+: lf.• ii:. .i:9i'f. ^i ?. }i:•iiii:4iii; +ii:: �iiiii r:•: >.v:l. %i::.�ri:,;ili:i: }iin ?vi: ir..;.,.:r .:. r.: .::ki7FF/.a0*�% Max Stress Ratios Moment Values Load Combination Support 1 Support 2 •Overall MAXimum 3.366 3.366 D Only 0.716 0.716 S Only 2.650 2.650 D +S 3.366 3.366 • •ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522 -6698 PROJECT # I 0 3 8 0 1/ PROJECT DATE SHEET _ 1- (OF 04A) SUBJECT Z)^)63,7-3 1 pLr r ,fiN 13m 13m (sr' o941 / CL-, 9/764,/ BY 41 79,,1. - l33 129a, gc, QO 417 (»j 2c3,_ 1 Ir 6./`f ' R-4 t i 6 34 It 29 2-4 Hz 160 .4 241 241 1561 s 6, 7 b y /0 U 9 ry s6 x33 /G9 f 8X F9-_1( Company Designer Job Number : Engineers Norhwest Inc., PS : DML : 01.38011 Providence - Intergate E. building 3 Oct 25, 2012 /f/p/ 4:50 PM Checked By: DML Member Section Stresses (By Combination) LC Member Label Sec Axial[ksi] y Shear[ksi] z Shear[ksi] y top Bendin...y bot Bendin...z top Bendin...z bot Bendin... 1 1 M1 1 0 .045 0 0 2 :.007 .217 0 - :217 0 0 3 3 0 -.03 0 .122 -.122 0 0 0 -. 7 -.285 .285 5 5 0 -.105 0 -1.003 1.003 0 0 M2 .127 -1.003 1.003. 7 2 0 .071 0 .232 -.232 0 0 T 0 .015 0 ,766 :766 9 4 0 -.041 0 .599 -.599 0 0 5 :0 -.097 ,27. 27 11 1 M3 1 0 .049 0 -.27 .27 0 0 1 0 .037 ».15 .15 13 3 0 .024 0 -.066 .066 0 0 14 4 :012 0. ._:01'5• .015 15 0 0 0 0 0 0 0 16 17 M4 .. 0 0 0 0 -.055 .055 18 3 .044 -.213 .213 19 4 0 -.065 0 -.474 .474 0 0 5 0 -.087 -.839 839 21 1 M5 1 0 .131 0 -.839 .839 0 0 2 074 .47 23 3 0 .016 0 1.046 -1.046 0 .041 .889 -.889 0: 25 5 0 -.098 -x041 0 0 0: 0 9 0 0.. 27 0 -.053 0 -.121 .121 0 0 28 3 -.064 • 0 -.271 . . .271.. 0 29 4 0 -.076 0 -.45 .45 0 0 . 30 31 1 5. -.087 0 -.659 .859 0... : M7 1 0 .101 0 -.659 .659 0 0 32` 2. 0 )49 0 .207 33 34 3 -.002 .479 -.479 0 4 054 .158! - .158 Q.•:• 0.. 35 5 0 -.105 0 -.756 .756 0 0 36` 1 .093 -.756 .756 37 0 .059 0 -.172 .172 0 0 38 025 .. 149 149 0 39 4 0 -.01 0 .207 -.207 0 0 -.044 41 1 m9 1 0 -.044 0 0 0 0 0 42 -.053 .003 .093 43 3 0 -.061 0 -.202 .202 0 0 44 4. :: :.. 0 -.07 -.328 .328 0. 45 5 0 -.078 0 -.47 .47 0 0 46. m10 .., .066 -:47. .47 0. 47 2 0 .04 0 -.166 .166 0 0 0 .014 0. .011 011 0 49 4 0 -.012 0 -.004 .004 0 0 :• 5. =037: : .....:.145 .145..:: 0 51 m11 0 .053 0 -.145 .145 0 0 �52f :03 .067:. -.067 RISA -3D Version 10.0.0 [Q: \.. \... \... \Calculations \Glu -lam girder Roof run 1 columns.r3d] Page 6 1 Company : Engineers Norhwest Inc., PS ' Designbr : DML Job Number : 01.38011 Providence - Intergate E. building 3 Oct 25, 2012 2 5"-A. 4:50 PM Checked By: DML Member Section Stresses (By Combination) (Continued) LC Member Label Sec Axiallksil v Shearfksil z Shearfksil v to Bendin ...v bot Bendin z to Bendin ...z bot Bendin 53 3 0 .007 0 .162 -.162 0 0 54 4 ..:. 4. -.016 0 14 -14 ..:. 0 0 55 5 0 -.039 0 0 0 0 0 RISA -3D Version 10.0.0 [Q: \... \... \... \Calculations \GIu -lam girder Roof run 1 columns.r3d] Page 7 Company : Engineers Norhwest Inc., PS Designbr : DML Job Number : 01.38011 Providence - Intergate E. building 3 7-1f/tkiw Oct 25, 2012 4:51 PM Checked By: DML Joint Reactions (By Combination) LC Joint Label X [k] Y [k] Z [k] MX [k -ft] MY [k -ft] MZ [k -ft] 1 1 N1 0 8.978 0 0 0 0 N2 46.553 3 1 N3 0 29.474 0 0 0 0 N5 38.054 5 1 N6 0 8.101 0 0 0 0 N7 41154 7 1 N8 N10 0 43.409 0 0 0 0 31:508` 9 N11 0 19.743 0 0 0 0 1 Qz N12 8.468 11 1 Totals: 0 275.44 0 12: COG (ft): X: 110 Y: 0 Z: 0 RISA -3D Version 10.0.0 [Q :\... \... \...\Calculations \GIu -lam girder Roof run 1 columns.r3dJ Page 8 OENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS PROJECT# 0/638 d// SUBJECT PROJECT b/ 4 -c j5-6,-74-1- - r/G 2 /2zo t a 4,(1)(0.936)1.2 (I. 4 2 A 02_ 10. 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 P4)16 04W V' CA7 C.0✓63 - CCU /i O if, 2 2- �� BY ,O/%I.t■ (1%,,Y(6 672i DATE SHEET 1 OF 9 y 60t- >> 6/4)47 Lc!/(/" 1' D r/5° 0 G,J Z QCs) z o lePa Laws 5p r 41-W4-7494 eti Goe• • 2007 NASPEC 0 Project: Providence Ceiling framing Date: 11/7/2012 Model: Typical Ceiling cloud framing 21 Unif Ld Ib /ft R1 R2 8.00 ft Section : (2) 3625162 -33 Back -to -Back C Stud (X -X Axis) Maxo = 881.7 Ft -Lb Moment of Inertia, I = 1.102 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 33.0 ksi Va = 2047.2 Ib Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (In) Ratio Center Span 160.0 0.181 160.0 48 881.7 0.181 0.057 L/1694 Distortional Buckling Check K -phi Lm Brac Ma-d Mmax/ Span iban /in (in) Ft -Lb Ma-d Center Span 0.00 96.0 904.8 0.177 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Req'd ? R1 80.0 1.00 776.0 1552.0 0.0 0.05 No 0 R2 80.0 1.00 776.0 1552.0 0.0 0.05 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 80.0 0.0 1.00 0.04 0.00 0.00 NA R2 80.0 0.0 1.00 0.04 0.00 0.00 NA • • . OENW ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869�^WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAxx) (206) 5226698 PROJECT # 0039011 PROJECT P 0 V / /✓ 6� (� DATE /0 -31 -1 L' SHEET 3 _OF )4/ sysP, c. , BY 00� SUBJECT 670sP fWd C Gm° (,86,1_0) 3513 s4! z- 33e -c?"c- 7 - 2 ) 1 ° / (o a ,c 1 x --5 /7A s /c) `J3e4-1?)" X 2 = (3 +2.)(S)(b) i 37-3 z 44 60 2, 00 PL SP p, Lz 4 ``x ow i'`/ �L` %Zb/ str,sa cs Z2 ,srz (2.5) /°J <� \. 7 e • 22o I - u.u. L.L.I. - ! j "l 4'/g CI / ` E4L7r34-1/ ' _. ■ , E6.1._--#.49 ', , 1 e 1 I I m M m i a - I 1 1 I D.0. 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N I \ .- 60' -0" 30' -0' 30' -0" 60' -0' 40' -0" /� 22o Joanna Spencer From: Girard, Arnaud <Arnaud.Girard @kingcounty.gov> Sent: Thursday, May 16, 2013 4:02 PM To: rudy.leighton @providence.org Cc: Painter, Kristin; Joanna Spencer Subject: No Control Document Required to Discharge to the Sanitary Sewer, Reference Number 400044 -01, Effective 5/16/13 Dear Mr. Leighton, The King County Industrial Waste Program (KCIW) has reviewed your Industrial Waste Program Survey dated April 24, 2013 for the Providence Infusion and Pharmacy Services facility located at 3333 South 120' Place, Suite 100, Tukwila, Washington 98168. KCIW has determined that, based on the information provided and the processes occurring at your facility you do not need a permit or other written authorization to discharge your wastewater to the King County sanitary sewer system, in accordance with King County Code 28.84.060 (found at: www.kinqcountv.qov /council /legislation /kc code.aspx). As a discharger of industrial wastewater you are required to meet discharge limitations as detailed in King County Code and King County Local Discharge Limits (found at: www.kingcounty.gov/ environment / wastewater /IndustrialWaste /Limits.aspx). In addition, you must adhere to the guidance on proper waste disposal practices outlined in the Laboratory Waste Management Guide published by the Local Hazardous Waste Management Program in King County. The most recent version can be found at www.labwastequide.orq. The King County Industrial Waste program considers you to be in compliance if your facility follows the practices (BMP's) and procedures outlined in the Lab Waste Guide and consistently meets all King County Local Discharge Limits. If you propose to change the type or quantities of substances discharged, you must contact KCIW at least 60 days before making these changes. If you have any questions about this determination, or other questions about your wastewater discharge, please call me at 206 - 263 -3012. You may also wish to visit our program's Internet pages at: www.kingcountv.gov /industrialwaste. Thank you Sincerely, Arnaud Girard Compliance Investigator Industrial Waste Program King County Wastewater Treatment Division Phone: 206 - 263 -3012 Cell: 206 - 427 -4695 http: / /www.kingcountv.gov/ environment /wastewater /IndustrialW aste.aspx PERMANENT FILE COPY 1 D12-378 0 MULVANNY< 01.18.13 • • G2 DESIGN AT WORK City of Tukwila Dept. of Community Development Permit #D12 -378 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Re: Providence Infusion and Pharmacy 3333 S. 120th Place Building #3 Tukwila, WA 98168 Project Number: 12.0006.01 Subject: Permit Correction Letter Dear Allen Johannessen Brandon Miles Joanna Spencer: Building Division: 1- The building in its existing state is only an exterior shell. No demo work on the interior, so there is no need for as- builts. However, we do have exterior demo at warehouse doors where clouded on plan. See A201. Details are provided on original submittals from architect and structural. 2- These doors are a part of the equipment to provide separation from one room to another as a pass -thru. The equipment will be inserted into the walls per plan. 3- See revised G201 showing the common path of egress. See E401 for exit sign locations. Egress fixtures have been added along the revised common path of egress. Egress statistics have been added to the drawing showing no less than 1 foot - candle average and a minimum of .1 foot - candle measured at floor level and max to min ratio of 40:1 ratio. 4- The LL101 sheet shows this information because this is not part of the tenants (Providence) space and is maintained by the Landlord. This was the reason for the Landlord (LL) to provide such sheets, and not the architect. See revised sheet LL101 with the following: a. New note added to floor plan, indicating number and dimension of stair treads and risers b. New detail #5 showing typical handrail design and dimensions for new and existing stairs. c. New detail #6showing typical handrail connection to side of new and existing stairs. d. New elevation of infill wall showing louver location RECEIVED CITY OF TUKWILA CORRECTION LTR #� 1 425.463.2000 425.463.2002 1110 112TH AVENUE NE i SUITE 500 I BELLEVUE, WkJAN0143 2013 MulvannyG2.com PERMIT CENTER • • Providence Infusion and Pharmacy 01.18.13 Page 2 of 3 e. New details #7 & 8 showing the louver installation at head and sill. 5- See updated Sstructural General Note Reference to WABO certified welders "Structural steel welding /fabrication shall be done by WABO certified welder ". Planning Division: 1. The building was constructed in 1985 with a total foot print of 40,000 SF. It has been unoccupied since 2001. Previous use of building: 35,000 SF of office space 5,000 SF of storage/warehouse 40,000 SF Total Space Proposed use of building: 10,000 SF of unoccupied space 8,550 SF of clean rooms 13,470 SF of office space 7,980 SF of storage/warehouse 40,000 SF Total Space Public Works: 1- The fuel fill station will have spill containment and does not require an outlet to the sanitary sewer. An oil/water separator is not required. The fuel oil fill box submittal is included with this response. 2- There is no connection to the sanitary sewer system from the fuel fill station so an authorization letter and approval from the King County Industrial Waste Investigator for the proposed generator fueling station is not required. This was discussed and confirmed with the King County Industrial Waste Investigator, Arnaud Girard over the phone on 1/15/2013. The fuel fill station will have spill containment and does not require an outlet to the sanitary sewer. An oil/water separator is not required. The fuel oil fill box submittal is included with this response. 3- All these comments, with the exception of 3b, where addressed in submittal "Revision Submittal" for the correction letter for the Plan Check/Permit Number: PG12 -216. This Revision Submittal was submitted to the city January 11, 2013. The Revision Submittal cover sheet, revision comments, submittals, reference material, and drawings for this revision submittal was attached to this response. The permit has not yet been received but McKinstry has been contacted by Joanna Spencer stating that all the comments for permit #PG12 -216 have been adequately addressed for approval. See below for comment3b info. 3a. See attached revision submittal for Permit number PG12 -216. 3b. Water District #125 has confirmed that upgrading the premise isolation for the entire building is not required. Because this tenant has been protected with a RPPA, and the rest of the building will remain unchanged, a RPPA is not required downstream of the existing domestic water meter. See attached confirmation email from Water District #125. 3c. See attached revision submittal for Permit number PG12 -216. 4- Metro Business Declaration needs to be completed and submitted by Providence. McKinstry has provided input but the majority of the form has to do with the tenant's occupant information and building usage, not mechanical or plumbing systems. 5- A separate mechanical permit for the power generator was submitted on 12/20/2012, permit number M12- 191. See attached for Revision Submittal cover sheet. 6- A separate fueling tank permit from Tukwila Fire Department has been submitted for on 1/16/2013. Operation permit number given was #26 -13. Tukwila Fire Department is currently reviewing. Inspection guidelines were given by the Fire Department for tank inspection which has been attached with this submittal. Providence Infusion and Pharmacy 01.18.13 Page 3 of 3 Should you require any additional information regarding this matter, please contact me at 425.463.1283. Thank you. Sincere J • hn R. Leuck, Mulvann ' Architecture Associate jrl h:\healthcare \providence \12 - 0006 -01 tukwila ti pharmacy \10_bim \1005_issuesets \01.18.13 permit resubmittal \correction letter # 1 .docx 3; app 37 FUEL OIL FILL BOX '0 4 rLox a,al -a,. J,GM9./ #. •AI- +1. g9FA6>t ( Er) 2 "A146Lf_ (.. P ✓6 £i Z Aut,�.E' FAefoi ON 6A-'. Of 001. Al Sx[+ 4 5 6 94 a $PC . r y C s 10041 /744.4 s u, 11-14 C. 30.. Deoks -" r 9' • GfraiJ T i0 sMcrn j, PPT i ,; 6„ rp0_p4 30 ao i /o•QA VEST C aS1 vies /9hN BOO JWF- ZFPSPL SP /LL CONTialti nj/V7 F/1 G. ,9,X .r- PIA Teti/ALS �R7cNe+ LRC14 Loc.c*9LE Cry,.eRt.t,J,• 4, ASV f' y Gd'F4 �pJW�L.AC Get<y .. ✓c R.cr f fox%, LN'•'R' d ^� GLV♦t /A. /Orrif Ea. trAVA • DA I I BAKER INDUSTRIES NORTHWEST 1 r---- '2J24;mews, 69 S.a.•'r, Ltr 1 , PEP M... i-v y wo 9B-14 550: u •:ir) b2 -5.6,9 FM.(425) 333417x:' •rev !1F 1 •.�!% L•C I I/a i%.710 i .s.1) ( I( z/sok !S -` Ii /4/13 ?¢R =AMW7 Ana =83. +N Aaa PACr44E:ARY 'O 0.021 "+cl): Vim+ uOR.nraZ.n AA) WY W. CE COP= OP a.ri.. Arzo wr•Ct6 OP N PAA' W401.777+7 WU'.T NP§RMI"i.4 Of 6AA_R.ase 'PES Nw• we. 0 (REFERENCE MATERIAL FOR PUBLIC WORKS COMMENTS # 3A AND 3C City of Tukwila Department of Community Development 6300 Southoenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http : / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: V/VZ-0/3 Plan Check/Permit Number: PG 12 -216 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 aet *' ❑ Revision # after Permit is Issued ftr" nc rti ❑ Revision requested by a City Building Inspector or Plans Examiner JAN 1 1 2013 ter!. cENTEn Project Name: Providence Infusion and Pharmacy Pei Project Address: 3333 S 120 P1 Contact Person: c 1 Summary of Revision: Phone Number: 67 $ 93Z'by6- Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: k e Entered in Permits Plus on O l L t (, C: 1UaerrijeonitervmtDea (ttopkReviaion Submittal Form.doc Revise : May 2 I l • • RE: Responses to Correction Letter #1, Plumbing /Gas Piping Permit Application #PG12 -216, Providence Infusion & Pharmacy - 3333 S 120 PI To Whom It May Concern, Below are the responses to the two Building Division Review Memos The two memos have been included in this response for reference: Response 1, responding to memo dated 12/11/2012 1. The gas piping has been updated on all drawings to fix previous pipe sizing inconsistencies. A gas piping diagram was also included on M601 which indicates capacities of all equipment and distances of each run. The sizing was based on a 5 PSI pressure from the building meter. Response 2, responding to memo dated 12/12/2012 1. All plans have been stamped and signed. All plan revisions have been clouded with a revision number and revision date included. 2. Below are the changes or clarifications provided by Water District #125. a. The Non - Residential Sewer Use Certificate form has been completed and submitted with this permit revision package. b. Reduced Pressure Principle Assemblies (RPPA) for both the main domestic water system and the compounding room sink have been added to the design. The compounding room sink will have a dedicated RPPA and has been completely disconnected from the rest of the tenant's system. A point of use, electric water heater was added for the hot water for the compounding room sink. c. Mr. Mark Parsons of Water District #125 confirmed that there is an existing double check valve assembly (DCVA) on the irrigation water system. As part of this project, a 1 -1/2" connection will be provide to the landscaper to connect the existing approved DCVA to the system. The drawing notes have been modified to indicate this. d. The drawings have been modified to show one water meter added to the system. The water meter shown in the drawings is for the tenants use only. Mark Parson with Water District #125 has confirmed that these water meters do not need to be approved by Water District # @125. 3. Water District #125 has confirmed that the Water Availability Letter is not required for this project. If there are any questions please contact me at (206) 832 -8462. Sincerely, Tony Marino 5005 3rd Avenue South • Seattle, WA 98134 • 206.762.3311 • FAX 206.762.2624 California • Colorado • Idaho • Kansas • Minnesota • Missouri • Montana • Oregon • Texas • Washington • Wisconsin UlDepartment of Natural Resources and Parks Wastewater Treatment Division Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • Thls form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 3J33 S. 20" Property Street Address 4•t4/ilet City Stale ZIP Owner's Name Subdivision Name Subdiv # Building Name Lot # Block # Of applicable) wner's Phone Number (with Area Code) Properly Contact Ilhone Number (with Area Code) Owner's Mailing Address A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # 0(f 3 4 g 019 Party to be Billed (if different from owner) City or Sewer District Vh Lt.ET V IE W 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 0 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 Kind of Fixture Fbture Units No. of Mures Total Flxture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinkng fountain (each head) 1 .5 Hose btbb (Interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 J Sink, Clinic flushklg 8 8 Sink, kitchen 3 2 / Z Sink, other (service) 3 1.5 8 /Z Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 / 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 8 211 Water closet, tank or valve, >1.6 GPF 8 4 Total F xture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units S RCE 20 — •� B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) _ 187 I C. Total ResldeMial Customer Equivalents: (add A & B) A B RCE RCE 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 capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative /Ji'1 /V�Ii�i/ia Date ,/ 3/70/3 /!tom %1► !!! Print Name of Owner /Representative 1068 (Rev. 9107) — Klna County Yellow — Local Sewer Mercy Pink — Sewer Customer .rlatWamu tg?) REFERENCE MATERIAL FOR PUBLIC WORKS COMMENT # 3B Tony Marino From: Sent: To: Subject: Tony, Mark Parsons [ markparsons @waterdistrict125.com] Thursday, January 17, 2013 10:24 AM Tony Marino Re: Providence Rx Entry into the tenant space occupied by Providence RX , sorry for the confusion. Mark Mark Parsons Water District No 125 Phone (206) 242 -9547 FAX (206) 248 -1744 From: Tony Marino <tonvm@McKinstrv.com> To: Mark Parsons < markparsons @waterdistrict125.com> Cc: dave brower <mvhollvwoodAhotmail.com >; Joanna Spencer <jspenceranci.tukwila.wa.us >• Brent Irwin <BRENTI @McKinstry.com> Sent: Thursday, January 17, 2013 10:02 AM Subject: RE: Providence Rx Mark, Can you please clarify what you mean by "point of entry to this building, (tenant) "? From my understanding that refers to the entry into the tenant space which would effectively separate the new tenant from the existing tenants, not just downstream of the water meter before any water outlets. Thanks, Tony Marino, PE, LEED BD +C Project Engineer p 206 832 84621 c 206 650 4956 1 f 206 831 8662 McKinstry Consulting 1 Construction 1 Energy 1 Facility Services www.mckinstry.com From: Mark Parsons [mailto: markparsons @waterdistrictl25.com] Sent: Thursday, January 17, 2013 9:50 AM To: Tony Marino Cc: dave brower; Joanna Spencer; Brent Irwin Subject: Re: Providence Rx Hi Tony, I have discussed this with Dave Brower, our cross connection rep. and we both agree' that one RPPA will work. The District would like to see the installation at the point of entry to this building, (tenant). Inspect installation, and receive a test report of the RPPA. These are the requirements needed for KCWD#125 , If you have any questions feel free to call. Thanks, Mark Parsons Water District No 125 t • • Phone (206) 242 -9547 FAX (206) 248 -1744 From: Tony Marino <tonvm@McKinstry.com> To: " markparsons awaterdistrict125.com" <markparsons@a waterdistrict125.com> Cc: Brent Irwin <BRENTI@a,McKinstry.com> Sent: Wednesday, January 16, 2013 3:21 PM Subject: Providence Rx Mark, Both Brent Irwin and I have contacted you regarding the plumbing permit for the Providence Rx project, which is one tenant in the building located at 3333 S 120th Place, Tukwila. During those discussion the idea of providing protection to the building was brought up. A RPPA was provided between the new tenant and existing tenants because of the Pharmaceutical nature of the new tenant. We have received several additional comments from the city for the building permit. Most are duplicates from the plumbing permit but the need for premise isolation (RPPA between the building and city water line, not just the tenant) has been brought up. Brent and Dave had discussed this and decided that this was not required due to the new tenant being isolated from the existing system. The City of Tukwila is requiring that we document our conversation with Water District #125. Can you please confirm that an RPPA downstream of the building water meter and before the first fixture is not required due to the fact that we are protecting the new pharmaceutical tenant with their own RPPA? Thanks, Tony Marino, PE, LEED BD +C Project Engineer p 206 83284621 c 206 650 49561 f 206 831 8662 McKinstry Consulting 1 Construction 1 Energy 1 Facility Services www.mckinstrv.com This email is the property of McKinstry or one of its affiliates and may contain confidential and /or privileged information. If you are not the intended recipient or have received this e-mail in error please notify the sender immediately and delete this e-mail. Any unauthorized copying, disclosure or distribution of the material in this e -mail is strictly forbidden. 2 • REFERENCE MATERIAL FOR PUBLIC WORKS COMMENT # 5 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 submittals musi be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12/20/2012 Plan Check/Permit Number: M12 -191 Response to Incomplete Letter # Response to Correction Letter # ✓ Revision # 1 after Permit is Issued ✓ • Revision requested by a City Building Inspector or Plans Examiner Project Name: Providence Infusion and Pharmacy Project Address: 3333 So. 120th Place Contact Person: Chris Thomas Phone Number: (206) 7864586 Summary of Revision: Installation of mechanical systems serving and supporting emergency diesel generator including: 1. Generator exhaust piping 2. Fuel storage tank emergency and normal vents, 3. Fuel storage tank remote fill station, annunciator and piping 4. Fuel storage tank level switch 5. Fuel storage tank interstitial space leak detector 6. Generator room intake air damper and louver 7. Generator radiator discharge duct, damper and louver 8. Generator room ventilation exhaust fan, back draft damper and louver 9. Gas fired unit heater, pipe and flue. Sheet Number(s): M300 and M601 P A04M _T' ` Itt Or DEC 2 20 �a l2 PERMIT cemER "C loud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Cen er by: Entered in Permits Plus on 121 l2- H :1ApplicstionsWonto-Applications On Line12010 ApplicatiotmO.2010 - Revision Submittal. doe Revised: May 2011 REFERENCE MATERIAL FOR PUBLIC WORKS COMMENT # 6 TUKWILA FIRE DEPARTMENT INSPECTION GUIDELINE SUBJECT: TANK REMOVAL/INSTALLATION FIRE CODE REFERENCE: Chapter 34 ADDITIONAL REFERENCES: NFPA Standard 30 A. PERMITS: A permit is required to temporarily place out of service, remove, abandon, or otherwise dispose of any flammable or combustible liquid tank. (I.F.C. 3401.4) B. CODE: The temporary placing out of service, removal, abandonment or other such disposition of flammable or combustible liquid tanks is done under permit from the Tukwila Fire Department. DEFINITIONS: 1. TEMPORARILY OUT OF SERVICE means to discontinue the use of the tank for a period Tess than 90 days. 2. ABANDONMENT of tanks means to discontinue the use for a period longer than 90 days. 3. REMOVAL OF TANKS means to physically remove tank from the location it was installed. C. GUIDELINES: 1. Permit conditions to place temporarily out of service. a. Fill lines, gauge openings and pump connections must be secured against tampering. b. Vent lines shall remain open and be maintained in accordance with the requirements of I.F.C. Chapter 34, section 3404.2.13.1.1. 1 • • 2. Permit conditions to remove tanks. a. The Department of Ecology must be notified at least 30 days prior to beginning the tank closure /removal process. b. A site investigation /assessment is required prior to taking a tank permanently out of service. c. Permits shall expire 90 days from the date of application. d. TANKS MAY BE REMOVED ONLY AFTER FIRE DEPARTMENT INSPECTION. e. Two (2) 20 BC portable fire extinguishers are to be on site within 50' of the operation. f. Rope or ribbon barricades must be provided circling 10' from the operation or be enclosed in a fenced yard. g. "No Smoking" signs must be posted in readily visible locations. h. No hot works allowed unless the tanks are certified gas free. A separate Fire Department permit is required for cutting and welding operations. i. The inspection procedure is as follows: Call twenty -four (24) hours prior to removal to arrange for an appointment. Remove all flammable or combustible liquids from tank and from connecting lines. To ensure that the tank atmosphere has been inverted, one (1) pound of dry ice (carbon dioxide) per 50 gallon liquid capacity of the tank, must be inserted in the tank. (A 1,000 gallon tank would require 20 pounds of dry ice.) This should be done prior to the use of heavy equipment for excavating. i. Wait a minimum of 60 minutes for dry ice to vaporize. At this time, vapors should begin to show at the fill pipe, which should be left open. 2 • • ii. CO2 fire extinguishers or compressed gas are not to be used for inerting purposes, because of the production of static electricity which may result in an explosion. This restriction may be waived when the procedure is performed by a certified marine chemist. iii. The contractor shall demonstrate to the fire department inspector that the oxygen content of the tank atmosphere is 10% or Tess. Tanks with baffles to prevent movement of liquid (or tanks larger than 10,000 gallons) must be certified gas free by a Marine Chemist or Petroleum Industry Safety Engineer regularly engaged in that business, prior to removal. After the tanks are removed, the openings should be sealed so the CO2 gas will remain in the tank during transit. In addition, tanks large enough to allow a person to enter to perform repair work should be marked on one side with spray paint "No Air — Inert Gas. DO NOT ENTER ". 3. PERMIT CONDITIONS TO LEAVE A TANK ABANDONED IN PLACE. Underground tanks may be abandoned in place only if they meet the following criteria: a. Removal of the tank will cause structural damage. b. Removal of the tank will damage underground utilities. Proof of damage to structure or utilities must be provided in writing prior to authorization to abandon tank in place. Call 206 - 575 -4407, twenty -four (24) hours prior to filling to arrange for an appointment. Tanks to be completely empty of all flammable or combustible liquids prior to filling. The tank must be completely filled with slurried cement, dry sand, or another material approved by the Fire Chief. 3 • • If the tank is baffled, it will have to be certified gas free by a Marine Chemist or Petroleum Industry Safety Engineer before openings are made in each baffled section to ensure complete filling. A separate Fire Department permit is required for cutting and welding operations. D. PERMIT CONDITIONS TO INSTALL TANKS. Permits: 1. A permit -is required to •install,- operate, repair or modify - pipelines,- equipment or facilities where flammable or combustible liquids are produced, processed, dispensed, stored, handled or used. (I.F.C. Chapter 34, section 3403) 2. A permit is required to install, construct, alter or operate tank vehicles, equipment, tanks, plants, terminals wells, refineries and similar facilities where flammable and combustible liquids are produced, processed, transported, stored, dispensed or use. (I.F.C. Chapter 34, section 3406.5.4.5) Inspection Requirements 1. Before being covered or placed in use, tanks and piping connected to underground tanks shall be inspected and tested for tightness in the presence of a fire department inspector. 2. Before being placed in use, aboveground tanks and all piping, valves, fitting and other appurtenances shall be inspected and approved the fire department. 3. Any modifications to existing tanks and /or piping shall require a tightness test in the presence of a fire department inspector. Tank Removal Insp 5/4/04 T.F.D. Form F.P. 32 4 liusiness Declaration Part 1 Fill out this form, fold it so the business -reply portion is showing and return it to Metro's industrial waste section. If you need to use additional sheets of paper, please mail the entire package of information in a separate envelope. Mail to: Metro, Water Pollution Control Department, Industrial Waste Section, 130 Nickerson Street, Suite 200, Seattle, WA 98109 -1658. Company name: rIZUV f -tAi�M iC-( 1n4Fu S!oN Contact person at your company: /U t L117 4tfinI Title: s6I(.::A (lb rJ S IA, 4.4e72.- Telephone: yT c- &:37 117 3 Mailing address: 22( L , .r D Q v6 mac) /Zov, rb,v, .'Sol Type of business (What does your firm manufacture or produce ?): f>04 pv4tA 9 Number of business sites: 1 Address of each business site No. of employees at site: 1. '553$ 5 • (20"1.1)/.-. 2. 3. Use additional sheets if necessary. Part 11 Please circle the correct answer as it applies to the business site given below. If you have more than one business site, please copy this page and fill out a form for each site. Company name: 6 AA Ark re. Site address: Contact person: Title: Telephone: 1. Does your company use water for cooling, production, manufacturing, washing, rinsing or cleaning floors in production areas? 21 Yes ri No 2. Does your building have floor drains, catch basins, sumps or sinks in production areas or any other outlets to the sanitary sewers? rxi Yes CI No CORRECTION LTR #, 1 41a.- ?78 RECEIVED CITY OF TUKWILA JAN 1 8 2013 PERMIT CENTER 3. Does your business stogy mix liquid chemicals? 0 Yes 0 No If yes, are they for resale? O Yes 0 No 4. Does your company use solvents or flammable substances? O Yes 0 No If yes, do you recycle them? O Yes 0 N 5. Does your company process food or animal matter? O Yes SI No, • • 6. Does your company,use. etal$ -or metal solutions in manufacturing, processing, treating waste, etc.? Yes gl No 7. Does your company pump or discharge groundwater for construction &watering or groundwater remediation? 0 Yes gi No 8. Does your company have uncovered storage areas or outdoor activities, such as vehicle maintenance,equipment - washing and drum - cleaning? O Yes No 9. How many gallons of industrial wastewater does your company discharge each day? (check one) O None O Less than 5,000 gallons O 5,000 - 25,000 gallons O More than 25,000 gallons Thank you z. BUSINESS REPLY MAIL FIRST CLASS PERMIT NO. 10919 SEATTLE, WA POSTAGE WILL BE PAID BY ADDRESSEE nt METRO INDUSTRIAL WASTE SECTION WATER POLLUTION CONTROL DEPARTMENT KING COUNTY DEPARTMENT OF METROPOLITAN SERVICES MS IHW 821 2ND AVE SEATTLE 11Y'Ae Ii81A4 -3886 11IIIP{�,I,I' 19111 'Illll�llllfllltlllll{Iltlllll NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES • PE$ 3 G PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -378 DATE: 05 -14 -13 PROJECT NAME: PROVIDENCE INFUSION & PHARMACY SITE ADDRESS: 3333 S 120 PL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued EPART t E. TS: 3_110_4) ding I Iv sion j Public Works ❑ Fire Prevention Structural Planning Division n ❑ Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 05-16-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: •t I • LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06 -13 -13 Approved Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only. . CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28-02 *ERMIT COORD COPP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D1378 DATE: 05/06/13 PROJECT NAME: PROVIDENCE INFUSION & PHARMACY SITE ADDRESS: 3333 S 120 PL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: _ Building Division Public Works fiM NV DC0143 Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05/07/13 Complete Comments: Incomplete n Not Applicable ❑ iP.ermit Center Use Only I INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route di Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 06/04/13 Not Approved (attach comments) ❑ DATE: Permit Center Use Only . • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: $it T Yo PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -378 DATE: 01 -18 -13 PROJECT NAME: PROVIDENCE INFUSION & PHARMACY SITE ADDRESS: 3333 S 120 PL Original Plan Submittal X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: Aging ivision Public Works i Ale-/1/ Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete vi/ Incomplete Pllan\ning Din Division 'it Permit Coordinator IN DUE DATE: 01 -22 -13 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS RO TING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02 -19-13 Approved ❑ Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 1 Documents/routing slip.doc 2 -28 -02 • PE , PLAN REVIEW /R NG SLIP ACTIVITY NUMBER: D12 -378 DATE: 1.2 -03 -12 PROJECT NAME: PROVIDENCE INFUSION & PHARMACY SITE ADDRESS: 3333 S 120 PL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPA Bui di 3JS Public TM.E TS: g Divisi n _ _V IL iirks AP ALOG 0--11-1) %\k 101,041 I- Planning Division Fire Prevention Structural n Permit Coordinator tit DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -04 -12 Complete Comments: Incomplete n Not Applicable Permit:Genfe%;Use:Only•; INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01 -01 -13 Approved n Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Perniit;Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping PW Staff Initials: Documents/routing slip.doc 2 -28 -02 PROJECT NAME: lov; &fot-A1024NUG,4 SITE ADDRESS: 3333 S 0-0 ? 1 PERMIT NO: • 37 ORIGINAL ISSUE DATE: a- 1-( -13 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I -co -( 3 S 'Ewl s11 3 -■ Summary of Revision: "0,,,„Q ��,„ 1 .80�,� Summary of Revision: v; v .eq re5S wet Received by: Received by: 0 GO 1 EA &,,i e�ars REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: "0,,,„Q ��,„ 1 .80�,� ��v._ OfdPAS Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: //www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5 • `i ' 15 Plan Check/Permit Number: ID( 2_31 e) ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner 44�J Project Name: erz.mi c:1jC tr.4 LI SI o 1r?tv.a;znnALy Project Address: 3 5 *5-5 S _ (2JTri FL. -g C.,p4 # 3 Contact Person: JO t4u.4 Lc( ILIA Phone Number: sit s 4 3 lg. lZa3 Summary of Revision: 'R En& iE l r A L 4114 4-) /Aa bz _ S N (-E' tT ,,,,-11. g vsre T- u56D. HAY .14 2013 PeR IIT CEatr Sheet Number(s): A 6 0 Z. "Cloud" or highlight all areas of revision including date o vision' ' Received at the City of Tukwila Permit Center by: `Entered in Permits Plus on v 3 H:\Applications\Fonns- Applications On Line\2010 Applications V7-2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: //www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: D ' ' Plan Check/Permit Number: 0/L 3'7 S ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ®, Revision # after Permit is Issued • is Revision requested by a City Building Inspector or Plans Examiner Project Name: PRpv l c. t F•t_161 Pf-tAes AC-y Project Address: 33 3 3 S • / liiz.wiL-A. ' 'Ilse, Contact Person: j-,(4„..) '. , c am Phone Number: T 2 S • 14,3' / 2 8 3 Summary of Revision: Vr, :u lip Cctt,0" ,s pp./ p32.- PeQM,r �r C17 c rti to HAY 0 6 2013 rEpMII C AJ ER Sheet Number(s): 42(.3( "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 'VA, OS at 3( Entered in Permits Plus on H:Wpplicatiom\Famns- Applications On Line120I0 Applications \7 -2010 - Revision SubmittaLdoc Created 8 -13 -2004 Revised: 7 -2010 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tulcwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1' it? '(3 Plan Check/Permit Number: D12-378 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 111 Revision # 4 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Providence Infusion & Pharmacy Project Address: Contact Person: 3333 S 120 P1 U ic. J t_au Phone Number: � 2 S • 116'5 • 12 � 3 Summary of Revision: ' SE AirAe -H et> CITYECEIVED 0 TU U► JAN :1.620131 Sheet Number(s): 42) 4Z -do, S n.1 l 1-1 10 / ERAAIT CENTER "Cloud" or highlight all areas of revision including date of revisi Received at the City of Tukwila Permit Center by: NI—Entered in Permits Plus on ' —k' \applications \forms- applications on 1ine\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople *ter Friendly Page 1 General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company SABEY CONSTRUCTION INC 2062814200 12201 Tukwila Intl Blvd 4TH FLOOR Seattle WA 981685121 King Corporation UBI No. Status License No. License Type Effective Date 601532164 Active SABEYCI033KM Construction Contractor 5/14/1997 Expiration Date 1/12/2015 Suspend Date Specialty 1 General Specialty 2 Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SABEYC•953RE SABEY CORPORATION Construction Contractor General Unused 12/5/2005 12/5/2013 Active DASCOC'066KD D A S CONSTRUCTION CORP Construction Contractor General Unused 5/4/1994 5/4/1997 Archived BERKLC1088CE BERKLEY CONSTRUCTION INC Construction Contractor General Unused 2/5/1992 2/5/1993 Archived ARCHIDG132QZ ARCHITECTUAL DEV GROUP INC Construction Contractor General Unused 11/9/1987 11/9/1992 Archived SABEYC•141PH SABEY CORPORATION Construction Contractor General Unused 10/8/1986 12/31/2001 Archived OWPR01.221RR 0 & W PROPERTIES INC Construction Contractor General Unused 12/19/1978 10/1/1986 Archived BERKLS•267LP BERKLEY STRUCTURES INC Construction Contractor General Unused 6/17/1974 12/31/1991 Archived Business Owner Information Name Role Effective Date Expiration Date SABEY, DAVID ARTHUR President 05/14/1997 SEWELL, PATRICIA ANNE Secretary 01/19/2011 POOLE, LAURENT 0 Secretary 01/01/1980 01/19/2011 HARMON, JAMES N Treasurer 01/01/1980 01/19/2011 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 HARTFORD FIRE INSURANCE CO 52BSBCQ3983 12/31/2004 Until Cancelled $12,000.00 12/20/2004 Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 1 4/21/1994 Until Released Bond $6,000.00 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 18 National Fire Ins of Hartford 2094061165 11/01/2012 11/01/2013 $1,000,000.00 10/31/2012 https://fortress.wa.gov/lni/bbip/Print.aspx 02/04/2013 MINIMUM 12 GA WIRE 4'- 0" OC, MAXIMUM MAXIMUM OUT OF PLUMB 1:6 - IF GREATER PROVIDE COUNTER- SLOPING WIRES MAX" 8" SPREADER BAR MINIMUM (3) TURNS IN 1 -1/2" HEAVY DUTY SYSTEM 11111111111111111111111 11111111111111 LAY -IN BOARD, SEE ROOM FINISH SCHEDULE CARPET 'CARPET EDGE IIIIIII111II1111111IIIII II 11IIIIIIIIIIIIIIIIIII1111III811131b1' ARMSTRONG BERC2 CLIP (OR PRODUCT SIMILAR) 11111111111111111111 PROVIDENCE SENIOR. AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 CROSS TEE POP RIVET NOTE: CEILING MEMBERS MAY BE ATTACHED TO NO MORE THAN (2) ADJACENT WALLS. ANGLE MOLDING CROSS TEE OR CROSS CHANNEL A - UNATTACHED WALL:. B - MAIN RUNNERS & CROSS TEES C - ATTACHED WALL PARALLEL TO MAIN RUNNER, 12 MIN (4) TURNS IN GA WIRE TYPICAL 1 -1/2" CARPET PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 CARPET EDGE I11111111111I11111I1111111 I11I I I I11111111111111II11111 *i ieisnoiN® GYPSUM WALL BOARD SHEET VINYL OR V.C.T. REDUCER STRIP; ‘V.C.T./SHEET VINYL TO CONCRETE VERTICAL STRUT COMPRESSION POST TO STRUCTURE. ABOVE 12' -0" OC EACH WAY, START 6' -0" MAXIMUM FROM EDGE OF CEILING AROUND PERIMETER SCREW INTO MOLDING AT PERIMETER D` SEISMIC BRACING 1110 112TH AVE. NE I. SUITE 500 BELLEVUE,WA I 98004 425A63.2000 . t f 425.4632002 MulvannyG2.ccr NEW SUPPORT FRAMING AS REQ'D TO BE COORDINATED WITH CONTRACTOR/ ENGR: 2 5/8 "'S' SCREWS 24" O.C. MAX. STEEL STUD FRAMING PER ARCH. DRAWINGS 5/8" TYPE 'X' GWB STRIPS'- SECURE. TO STRIPS RUSSEL H. HAZZARD, ARCHITECT O MulvannyG2 Architecture: All rights reserved. No part of this decument may be reproduced in any, form or by any means without permission in writing from MulvannyG2 Architecture. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 6 2013 City of Tukwila BUILDING DIVISION 06/20/12 02/22/13 DESCRIPTION` BID SET PERMIT SET CONSTRUCTION SET 12.0006.01 PM: MARK SURYAN DRAWN BY' RH 08/14/12 RECEIVED CITY OF TUKWILA MAY 1 it 2013 PERMIT CENTER H: \Healthcare \Providence \12 - 0006 -01 Tukwila TI Pharmacy \10_ BIM \1000_Model \12000601 - Tukwilla TI- Central -S D.rvt 5/3/2013 8:14 :23 AM 1 EGRESS SUMMARY TOTAL OCCUPANTS: EGRESS WIDTH PER OCCUPANY : REQUIRED EGRESS WIDTH : ACTUAL EGRESS WIDTH (IN) : (3) 36" DOORS - 33" NET = (1) 72" DOOR - 69" NET TOTAL NET MAXIMUM DISTANCE TO EXIT ALLOWED: F -1 AND S -1 OCCUPANCY B OCCUPANCY = • FE - FIRE EXTINGUISHERS : 296 0.2 59.2" 99" 69" 168" 250' 300' 75' -0" MINIMUM DISTANCE BETWEEN FIRE EXTINGUISHERS, G.C. TO VERIFY ACCURACY COMMON PATH OF EGRESS 3 6 18' -6" 24' -0" 15 8 9 10 11 IMMO NFERENCE 19'- '� 118 11' -0" STATIONS CONFERENCE ROOM IL CTATIO 25' -0" —74 11/ IrMOVIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 LOBBY 6' -0" 10' -0" Caln RUC PHONE ROOM 18' -0" 10' -0" TRAINING ROOM 5' -8" 20' -0" JAN. 113 SERVER ROOM 24' -0" 16' -0" i� i �. i� ivQ i � i � i �. Z ��V, i� i� V i� i � i �i � Z �, i �. iii w � i� �. � � � � � �. i� �� ►ice � � u � � � i� � � � � i� iV. i �. i� ice. i � i� i �. �� i �. Z �. i � �. �� i� it r � � � V � �� 18' -0" 3' -8" 11' -6" 14' -0" 26' -0" 5' -0" ° I 6' -0" a) Nom F.E. :K ROM 501 29' -0" moo. CONF. s°� ROOM 6' -0" 0' -0" DN REVISIONS No changes shall be made to the scope of work without prior approval of 1 ' lIk wrila Building Division. l 1 . ,- -2:;,-2:Orl3 L;i!I require a new plan submittal .a.::; i :-,!ucie additional plan review fces. j IP -- 14'-0" 5' -6" L iila'I. M11111!!iG"1ih.111 11' -0" IIIppII�II'll I'll VIII I''il !'I'�II' M1Vah II IIII III! 11 T' II QIIIIN_ VIIIMM�AM�"44111l 11111 P' II IIIII19411141I�'4" Iltl4 rill i�i1111 'I' II IVI14111111 WI�I II IIVu41l IIII r II �p II DUI VIII II �' oI I�IIIV'IGU9111 1M111 ,1�''I.IIIQII IIIII ll Ili 15' -0" 9' -0" 49' -0" • 11II III J II IIII ,VII u]IIII [III �III� Ilr7 �III14IIIIIIPIIIIIIIIIIII[ Il�hh II :III 'I1111III III,II,I! 'yl II IIhI II 11 i I yII I'I.ult 1.�4 d ""IIIM11 111 111 11111II1 111 ,ltl” 11111,1 11 1411'1 II ul III 'II ' 1 VIII IV Ihl '.li I II' ' I II! � � 1 IIII I,f 0 AWAIII hlITP0iI.111."1■i■ F.E. 18' -0" ANTE 20' -0" IV SCC PICK AND PACK COURIER STAGING AREA n t. 67' -0" E��7♦b��r�Z�A ��1��" -• �� == =-� r .�'� =-Z4 ► . ea t: � "•. === �,�'�� 4 = �.► 4 '�.:�.�".�' �r 17' -0" CONFERENCE ROOM 41111 NEM. 7'-O" l loll Il[l IIII�II I�d'1 'IIII IINIiII9 I !1111,1 III' ijI 91!1111 III \NUFACTURING AREA UPERVISOR' OFFICE CENTS 30 40' -0" 8' -0" 18' -0" I, al I'71 ill 111111 `t 1� li t II, ,Ill ll tl Yt I' 1 J I('yi �P119 I1�II1 ',[1 ii ' l III I'll h It V!II 111111 III It 111 k °1111'1 IIII �III''v� '11H IIII 111 III IIU'� II Iltt1 IIIII. ti,i � 11 II:1'11 9 I I � hl ',1 ";! I IIII 4' -0" II N iii N*N.�+I �14�'all'1�11jIII G QC - Occupancy Schedule No Room Name Occup ancy Occupancy Type Load actor Total Occupants Total Occupants Calc Tag Area Calc Tag 99 CORRIDOR (none) 3885 SF 0 VESTIBULE 2 100 WORK STATIONS Business 100 0 2590 SF 26 CHANGING 101 CONFERENCE ROOM 50 Assembly Chairs & Tables 15 4 . 451 SF 31 ANTE 102 VESTIBULE 50 (none) 111_ SF 3 118 SF 0 HD 104 CONF. ROOM 100 Assembly Chairs & Tables 15 2 85 SF 6 HOME INFUSION AREA 105 NURSE HOTEL STATIONS 100 Business 100 10 335 SF 4 IV SCC 106 CONF. ROOM 100 Assembly Chairs & Tables 15 10 138 SF 10 JAN. 107 CONF. ROOM Assembly Chairs & Tables 15 0 135 SF 10 MANUFACTURING AREA 108 TRAINING ROOM 100 Classroom s 20 10 322 SF 17 QC LAB DOC CENTER 109 STAFF LOUNGE 100 Kitchen Comm. 200 2 969 SF 5 SUPERVISOR'S OFFICE 110 CONFERENCE ROOM 100 Assembly Chairs & Tables 15 2 281 SF 19 CDS VAULT 111 PHONE ROOM 300 (none) 261 SF 1 60 SF 0 GOWN / ANTE 112 PHONE ROOM 50 (none) . 257 SF 6 62 SF 0 JAN. 113 JAN. (none) 34 SF 0 58 SF 0 MANUFACTURING SCC 114 MEN'S RESTROOM 100 (none) 632 SF 7 189 SF 0 ELEC. 115 LACTATION ROOM 300 (none) 241 SF 1 127 SF 0 COMPOUNDING ROOM 116 WOMEN'S RESTROOM 100 (none) 131 SF 2 364 SF 0 SUPERVISOR OFFICE 117 WORK STATIONS 100 Business 100 2 2111 SF 22 ORAL DOSE 118 CONFERENCE ROOM 100 Assembly Chairs & Tables 15 24 419 SF 28 CHECK ROOM 119 LOBBY 100 Business 100 3 438 SF 5 PCN 120 COPY ROOM 100 Storage & Accessory 300 3 218 SF 1 JAN. 121 SERVER ROOM Storage & Accessory 300 . 0 207 SF 1 GOWN / ANTE QC - Occupancy Schedule No Room Name Occup ancy Occupancy Type Load Factor Area Total Occupants Calc Tag Calc Tag 123 VESTIBULE 2 (none) 121 SF 0 201 CHANGING Lockers 50 158 SF 4 . 202 ANTE Lockers 50 111_ SF 3 203 HD Business 100 181 SF 2 204 HOME INFUSION AREA Business 100 966 SF 10 205 IV SCC Business 100 920 SF 10 206 JAN. (none) 46 SF 0 301 MANUFACTURING AREA Industrial 100 938 SF 10 302 QC LAB DOC CENTER Business 100 145 SF 2 303 SUPERVISOR'S OFFICE Business 100 102 SF 2 304 CDS VAULT Storage & Accessory 300 261 SF 1 305 GOWN / ANTE Lockers 50 257 SF 6 306 JAN. (none) 34 SF 0 307 MANUFACTURING SCC Industrial 100 632 SF 7 401 ELEC. Storage & Accessory 300 241 SF 1 402 COMPOUNDING ROOM Industrial 100 131 SF 2 403 SUPERVISOR OFFICE Business 100 131 SF 2 404 ORAL DOSE Industrial 100 2303 SF 24 501 CHECK ROOM Business 100 207 SF 3 502 PCN Industrial 100 253 SF 3 503 JAN. (none) 42 SF 0 504 GOWN / ANTE Lockers 50 336 SF 7 505 PREP Business 100 193 SF 2 601 RECEIVING AREA Storage & Accessory 300 425 SF 2 602 PUMP TESTING AND MAINTENANCE Storage & Accessory 300 258 SF 1 603 SHIPPING AREA Storage & Accessory 300 7280 SF 25 604 COURIER STAGING AREA Storage & Accessory 300 48 SF 1 605 PICK AND PACK Storage & Accessory 300 38 SF 1 CDS VAULT r 10' -0' IIII'] II' tIi}''Ih�t1� r Ili lti'V III I1 t a 114 1'111 IJliiill i rill II IIIII IIII III j I'1J 991199 "d41 I1iII'I 4111,1 IP I' IIII IIII IIII Iu1l'IIIII'I 111 IIII'!r l u ,41 I11, '11�14 I' ti,..,, IIIII I I IIIMJ� ,m 11111 9i r ( Iilr;� null &IIIII III Ill II, II I'll IIIII IIII II '� [ IIIII lq 1111111 lh Iw AII�� !� t1 ��tlllhlht111llllll�l4t 1 �l II 1 IIII 4 I t Ijl 1,4 ! III 1 Ill rl l�° I oI P 11 1� II l l I t U I 'IItlFI'1 '.I'I'I' 11'11'1 11 'ItII�. 1, 1 IINt' 1;II 1111 ('I Ill I� I"'l lI' I III ! 11 ,III Ittl IIII I ,I11, (II'IFII�I Id�"i' tl II II�III tyl U� girt Till .111$ N9'11 11711lF't II'91111'III I'.f SEPARATE PERMIT REQUIRED FOR: ioMechanical Ettectrical E Iumbing as Piping r:::Z; of Tukwila DIVISION LE COPY Permit No. Plan review approval is subject to errors and omissions. Appr3vai of construction documents does not 3.11iht'_:,' tit:: v o ation of any adopted code or ordinanc. R9 4.�t of approved Fi- • Copy: ,, f i, ',' s is acknowledg : BY 1 Date: 5 1.5 /3 City Of Tukwila BUILDING DIVISION In l fj1 NI1 II �I,' I I J VIII r IIIII III,IO2 RECEIVING_4REk GOVyN /ANTE 43' -0" 6' -0" 34' -0" iii II 'I! I II1GI, IIII II IIII IIII r,. li 111 111111 IIIII IIII III 11111111111i, 4 I III li ��'i 1111111 III IIII �pll ' I � III, III I' 1 ^�' 11 III Elul 111 Ir'li u'�,I I II "`"`�I I ", II 11 I I IIIIII. I1 I 1 ,rl�,I II IIII I 1!I dil 1,1,11 ill I IIIIII II I�,:I I V, I V � . IL" ' !IIII IIII IIpl11I1111' III IIII 1119 II ,III 111111 IIII .I VIII "I IIIII hl IT IIII IIp IIII' '! II . a II' ill IIIIII 111111 1'11111 IIIh� ;Ill II II 11,11;111 'IIIIII'111II''llwL` IIIII IIII IIIII IIII III �' Ilc 1111 ll�t 111'11 I1Ii11' ! III "hl I'll Ii IIII ,, III ,'6111 II�I� 11'11 III 111111 IIIIII III [VII III Illl III11I 111111':1 QIiII Ill Iiii II ,IIII'. 11 IIII,' VI, I' pill, x 1N 11 fi'III'i VUll 1111 lllul'Iillll 1. I u III I"I u� II I IIII', 'IIIII I rtt l IIII GI II�' IIII I, III' Ij IIII I!II�I'' III,. 111 II Ii11 l 'IIIII 111 1 ' lu 11 ! 111I11�Y 4 '111 It i9 ulrl I, II III II IIIII 1 I 1 �, I I III "11 ° II 1I� III "MIN '111111 1'11 III 11II11il IIi['I Iloi�i�tl "liliilly� lll'hu iLI 111111 11 11'1 III U11 111 alii 1111 Iu fI (IIl� '' ? fVN l'I III'" 111111 $! II III I'Ill�;l 1111 1111 Ii Ijl IR111'II II�II1111�' p I aI1 III II "Iti 'CI IIII 'i °IIIIII[[ Il11Y III IIIII X111 ,jl IIII II Ijll ljlll Iil11II'l '19.'I�i!u,I(' I ,I 16' =0" 1 ORAL DOSE Ill IIII Ili II II 141111 � U IIII I ;4111110 34' -0" I1n11i11IV „hi11ihIIII,I ''ll'IIIIP 11•111■11111111■1 1111111111• 0 1 1,i yl'n1 11111111191 1111111111I!1,�f ,'11 11 111' 11' . 11 1 '1 [IIIIII, III IIII III N I I[ 11111 111 !III tI 111 1 111 ' In �I t IIIIIIu ��IIII I II II6 n P Jul. I'Ilillllll III1d1 11"11 till! ri,i, ,FDIC; : 11111'1 lillillll' ; i1, 11 %'11,1,111 1 1 i 111 l��ll'' 111 ; 1 11111 1' 'I 0 I Illn ut III ii•i ijri l +� 7I , Iil ll l: f R4I 1 ' Ili ' I*11 . ! I,1, rIll I' Mf1 I,' lI i11� 119 u' l 4 1 II Mli Ip �II lls Mmd I Ip. i , 1 l l I 11 1 1 Ili 111 I I III 9 'It' " MII1hI II9 '1,l IIII II111hi I;t1 IIII li 111 191 I 11111,110 24' -0" == . 24' -0" 0 rn F.E. 070T—VIPOUNITNG" ROOM 402 l III I1'�1111911Uh II!II'1'n'1''1ll 11 11,* II II;Ii6 111 1111111,111! 11:II111:,!t1 FIRE / LIFE SAFETY PLAN SCALE: 1/8" = 1' -0" RECEIVED CITY OF TUKWILA MAY 0 6 2013 PE7MIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MAY 10 2013 1 City of Tukwila BUILDING DIVISION REVISION O. 1 1.110 112TH AVE. NE I .SUITE 500 BELLEVUE, WA 1 98004 t 425463.2000 j f 425.4632002 MulvannyG2.com ; CONSTRUCTION SET 02.22.2013. RUSSEL H. HAZZARD, ARCHITECT REGISTERED ARCHITECT USg ?L H. HAZARD STATE OF WASHINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. A DATE 06/20/12 11/27/12 02/22/13 01/18/13 DESCRIPTION BID SET PERMIT SET CONSTRUCTION SET PERMIT CORRECTIONS REVISIONS 12.0006.01 PM: MARK SURYAN DRAWN BY: RH 11/17/08 FIRE /LIFE SAFETY PLAN f3 G201 'I! I II1GI, IIII II IIII IIII r,. li 111 111111 IIIII IIII III 11111111111i, 4 I III li ��'i 1111111 III IIII �pll ' I � III, III I' 1 ^�' 11 III Elul 111 Ir'li u'�,I I II "`"`�I I ", II 11 I I IIIIII. I1 I 1 ,rl�,I II IIII I 1!I dil 1,1,11 ill I IIIIII II I�,:I I V, I V � . IL" ' !IIII IIII IIpl11I1111' III IIII 1119 II ,III 111111 IIII .I VIII "I IIIII hl IT IIII IIp IIII' '! II . a II' ill IIIIII 111111 1'11111 IIIh� ;Ill II II 11,11;111 'IIIIII'111II''llwL` IIIII IIII IIIII IIII III �' Ilc 1111 ll�t 111'11 I1Ii11' ! III "hl I'll Ii IIII ,, III ,'6111 II�I� 11'11 III 111111 IIIIII III [VII III Illl III11I 111111':1 QIiII Ill Iiii II ,IIII'. 11 IIII,' VI, I' pill, x 1N 11 fi'III'i VUll 1111 lllul'Iillll 1. 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I'Ilillllll III1d1 11"11 till! ri,i, ,FDIC; : 11111'1 lillillll' ; i1, 11 %'11,1,111 1 1 i 111 l��ll'' 111 ; 1 11111 1' 'I 0 I Illn ut III ii•i ijri l +� 7I , Iil ll l: f R4I 1 ' Ili ' I*11 . ! I,1, rIll I' Mf1 I,' lI i11� 119 u' l 4 1 II Mli Ip �II lls Mmd I Ip. i , 1 l l I 11 1 1 Ili 111 I I III 9 'It' " MII1hI II9 '1,l IIII II111hi I;t1 IIII li 111 191 I 11111,110 24' -0" == . 24' -0" 0 rn F.E. 070T—VIPOUNITNG" ROOM 402 l III I1'�1111911Uh II!II'1'n'1''1ll 11 11,* II II;Ii6 111 1111111,111! 11:II111:,!t1 FIRE / LIFE SAFETY PLAN SCALE: 1/8" = 1' -0" RECEIVED CITY OF TUKWILA MAY 0 6 2013 PE7MIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MAY 10 2013 1 City of Tukwila BUILDING DIVISION REVISION O. 1 1.110 112TH AVE. NE I .SUITE 500 BELLEVUE, WA 1 98004 t 425463.2000 j f 425.4632002 MulvannyG2.com ; CONSTRUCTION SET 02.22.2013. RUSSEL H. HAZZARD, ARCHITECT REGISTERED ARCHITECT USg ?L H. HAZARD STATE OF WASHINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. A DATE 06/20/12 11/27/12 02/22/13 01/18/13 DESCRIPTION BID SET PERMIT SET CONSTRUCTION SET PERMIT CORRECTIONS REVISIONS 12.0006.01 PM: MARK SURYAN DRAWN BY: RH 11/17/08 FIRE /LIFE SAFETY PLAN f3 G201 ,IIII'. 11 IIII,' VI, I' pill, x 1N 11 fi'III'i VUll 1111 lllul'Iillll 1. I u III I"I u� II I IIII', 'IIIII I rtt l IIII GI II�' IIII I, III' Ij IIII I!II�I'' III,. 111 II Ii11 l 'IIIII 111 1 ' lu 11 ! 111I11�Y 4 '111 It i9 ulrl I, II III II IIIII 1 I 1 �, I I III "11 ° II 1I� III "MIN '111111 1'11 III 11II11il IIi['I Iloi�i�tl "liliilly� lll'hu iLI 111111 11 11'1 III U11 111 alii 1111 Iu fI (IIl� '' ? fVN l'I III'" 111111 $! II III I'Ill�;l 1111 1111 Ii Ijl IR111'II II�II1111�' p I aI1 III II "Iti 'CI IIII 'i °IIIIII[[ Il11Y III IIIII X111 ,jl IIII II Ijll ljlll Iil11II'l '19.'I�i!u,I(' I ,I 16' =0" 1 ORAL DOSE Ill IIII Ili II II 141111 � U IIII I ;4111110 34' -0" I1n11i11IV „hi11ihIIII,I ''ll'IIIIP 11•111■11111111■1 1111111111• 0 1 1,i yl'n1 11111111191 1111111111I!1,�f ,'11 11 111' 11' . 11 1 '1 [IIIIII, III IIII III N I I[ 11111 111 !III tI 111 1 111 ' In �I t IIIIIIu ��IIII I II II6 n P Jul. I'Ilillllll III1d1 11"11 till! ri,i, ,FDIC; : 11111'1 lillillll' ; i1, 11 %'11,1,111 1 1 i 111 l��ll'' 111 ; 1 11111 1' 'I 0 I Illn ut III ii•i ijri l +� 7I , Iil ll l: f R4I 1 ' Ili ' I*11 . ! I,1, rIll I' Mf1 I,' lI i11� 119 u' l 4 1 II Mli Ip �II lls Mmd I Ip. i , 1 l l I 11 1 1 Ili 111 I I III 9 'It' " MII1hI II9 '1,l IIII II111hi I;t1 IIII li 111 191 I 11111,110 24' -0" == . 24' -0" 0 rn F.E. 070T—VIPOUNITNG" ROOM 402 l III I1'�1111911Uh II!II'1'n'1''1ll 11 11,* II II;Ii6 111 1111111,111! 11:II111:,!t1 FIRE / LIFE SAFETY PLAN SCALE: 1/8" = 1' -0" RECEIVED CITY OF TUKWILA MAY 0 6 2013 PE7MIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MAY 10 2013 1 City of Tukwila BUILDING DIVISION REVISION O. 1 1.110 112TH AVE. NE I .SUITE 500 BELLEVUE, WA 1 98004 t 425463.2000 j f 425.4632002 MulvannyG2.com ; CONSTRUCTION SET 02.22.2013. RUSSEL H. HAZZARD, ARCHITECT REGISTERED ARCHITECT USg ?L H. HAZARD STATE OF WASHINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. A DATE 06/20/12 11/27/12 02/22/13 01/18/13 DESCRIPTION BID SET PERMIT SET CONSTRUCTION SET PERMIT CORRECTIONS REVISIONS 12.0006.01 PM: MARK SURYAN DRAWN BY: RH 11/17/08 FIRE /LIFE SAFETY PLAN f3 G201 C: \Revit Projects \Revit 2012 \12000601- Tukwilla TI- Central- SD_RyanH.rvt '11/27/2012 10:03:25 AM H. G C B A 1 2 3 4 6 7 8 9 10 LEGEND OF SYMBOLS ABBREVIATIONS PROJECT DIRECTORY PROJECT DATA DRAWING INDEX DETAIL DETAIL IDENTIFICATION SHEET IDENTIFIER DETAIL VIEW BUBBLE DETAIL IDENTIFICATION SHEET IDENTIFIER BUILDING SECTION AXXX MATCH SHEET LOCATION MATCH LINE REFERENCE DETAIL IDENTIFICATION WALL SECTION SHEET IDENTIFIER DETAIL IDENTIFICATION SHEET IDENTIFIER DETAIL SECTION DETAIL IDENTIFICATION ----- SHEET IDENTIFIER EXTERIOR ELEVATION XX ■— DETAIL IDENTIFICATION XX AXXX XX XX. INTERIOR ELEVATION SHEET IDENTIFIER ROOM NAME XXX ROOM NAME & NUMBER XXXX -A DOOR NUMBERS WINDOW NUMBER EQUIPMENT TAG KEY NOTES WALL TYPE PLAN CONFIGURATION INSULATION SECTION CONFIGURATION LEVEL NAME 0' -0" AFF DATUM ELEVATION REVISION DELTA & CLOUD DATUM INDICATOR +0, -0n SPOT ELEVATION NEW GRID GRIDLINE BUBBLE EXISTING GRID - • -• -•e -••- NON RATED 1 -HOUR RATED ••-- 2 -HOUR RATED -•••• ••••- 3 -HOUR RATED 4 -HOUR RATED PARTITION FIRE RATINGS — PROJECT NORTH - ORIENT TO BUILDING NORTH ARROW TRUE NORTH MATERIALS 1 r' ACOUSTICAL TILE ALUMINUM BATT INSULATION CMU OR BRICK CONCRETE EARTH FINISHED WOOD GRAVEL GYPSUM BOARD PLYWOOD RIGID INSULATION SOUND INSULATION STEEL WOOD BLOCKING WOOD MEMBER ACOUST ACSF ACT ADJ AFF AL ALT ANOD APPROX ARCH ASPH BD BIT BLDG BLK'G BM BO BOT BTWN CAB CB CEM CG CI CIP CJ CL CLG CLR CMU COL CONC CONN CONST CONT CORR CPT CR CT CU FT DEPT DF DIA DIM DISP DN DS DTL DWG EA EFS EIFS EJ EL ELEC ELEV EPT EPX EQ EQUIP EW EWC EWH EXH EXIST EXP EXT FAC FIN FD FDN FE FEC FF FF &E FIN FLR FO FOC FOF FOIC F010 FOS FRP FRT FS FT FTG FURN FURR FWP GA GALV GB GC GI GL GWB GYP HB HC HDWR HG HM HORIZ HP HT HTR HVAC IBC ID IE IN INSUL INT JAN JT LAM LB LF LIQ LMC LP LT LT WT MAS ACOUSTICAL ACCESS FLOORING ACOUSTICAL CEILING TILE OR PANEL ADJACENT __ABOVE_FINISHED FLOOR ALUMINUM ALTERNATE ANODIZED APPROXIMATE ARCHITECTURAL ASPHALT BOARD BITUMINOUS BUILDING BLOCKING BEAM BOTTOM OF BOTTOM BETWEEN CABINET CATCH BASIN CEMENT CORNER GUARD. CAST IRON CAST IN PLACE CONSTRUCTION JOINT, CONTROL JOINT CENTERLINE CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CORRIDOR CARPET CARD READER CERAMIC TILE CUBIC FEET DEPARTMENT DRINKING FOUNTAIN DIAMETER DIMENSION DISPENSER DOWN DOWNSPOUT DETAIL DRAWING EACH EXTERIOR FINISH SYSTEM EXTERIOR INSULATION & FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EPDXY PAINT EPDXY- QUARTZ FLOORING EQUAL EQUIPMENT EACH WAY ELECTRIC WATER COOLER ELECTRIC WATER HEATER EXHAUST EXISTING EXPOSED STRUCTURE EXTERIOR FACTORY FINISH FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISHED FLOOR FURNITURE, FIXTURES & EQUIPMENT FINISH FLOOR FACE OF FACE OF CONCRETE FACE OF FINISH FURNISHED BY OWNER INSTALLED BY CONTRACTOR FURNISHED BY OWNER INSTALLED BY OWNER FACE OF STUD FIBER REINFORCED PLASTIC FIRE RETARDANT TREATED FLOOR SINK FOOT /FEET FOOTING FURNISHED FURRING FABRIC WRAP WALL PANEL GAUGE GALVANIZED GRAB BAR GENERAL CONTRACTOR GALVANIZED IRON GLASS GYPSUM WALLBOARD GYPSUM HOSE BIBB HOLLOW CORE HARDWARE HARDWARE GROUP HOLLOW METAL HORIZONTAL HIGH POINT HEIGHT HEATER HEATING, VENTILATION & AIR CONDITIONING INTERNATIONAL BUILDING CODE INSIDE DIAMETER INVERT ELEVATION INCH INSULATION INTERIOR JANITOR JOINT LENGTH, LONG LAMINATE POUND LINEAR FEET LIQUID LINEAR METAL CEILING LOW POINT LIGHT LIGHT WEIGHT MASONRY MAX MECH MEZZ MFCR MH MHO MIN MISC MO MR MTD MTG MTL MULL NA NIC NO NOM NTS OA OC OD OH OPN'G OPP PERP PL PLAM PLAS PLBG PLT PLYWD PNL PR PREFIN PRESS T PROJ PT QT QTR R RB RCP RD REC'D REF REFR REINF REQ'D RF RM RO ROW SAN SC SCHED SECT SF SHT SHT MTL SIM SJ SPEC SQ SS SST ST STD STL STOR STRUCT SUSP SYM SYS T T &B T &G TBD TEL TEMP TER TOC TOJ TOM TOP TOS TOW TYP UL UNO UTL VAR VB VCT VERT VEST VIF VP VT VTF W/ W/O WB WC WD WDC WDP WF WIN WOM WP WR WRB WS WSCT WT WWF YD MAXIMUM MECHANICAL MEZZANINE MANUFACTURER MANHOLE MAGNETIC HOLD OPEN MINIMUM, MINUTES MISCELLANEOUS MASONRY OPENING MOISTURE RESISTANT MOUNTED MOUNTING METAL MULLION NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OVERHEAD OPENING OPPOSITE PERPENDICULAR PROPERTY LINE, PLATE PLASTIC LAMINATE PLASTER PLUMBING PLATE _ PLYWOOD PANEL PAIR PREFINISHED PRESSURE TREATED PROJECT POST- TENSIONED, POINT, PAINT QUARRY TILE QUARTER RADIUS, RISER RESILIENT BASE, RUBBER BASE REFLECTED CEILING PLAN ROOF DRAIN RECEIVED REFERENCE REFRIGERATOR REINFORCING REQUIRED RUBBER FLOORING ROOM ROUGH OPENING RIGHT OF WAY SANITARY SOLID CORE SCHEDULE SECTION SQUARE FEET SHEET SHEET METAL SIMILAR SCORE JOINT SPECIFIED, SPECIFICATION SQUARE SANITARY SEWER STAINLESS STEEL STONE MASONRY OR TILE STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL SYSTEM TOP, TREAD TOP AND BOTTOM TONGUE & GROOVE TO BE DETERMINED TELEPHONE TEMPORARY TERRAZZO TOP OF CONCRETE TOP OF JOIST TOP OF MASONRY TOP OF PARAPET TOP OF STEEL / STUD TOP OF WALL TYPICAL UNDERWRITER'S LABORATORIES UNLESS NOTED OTHERWISE UTILITY VARNISH VINYL BASE VINYL COMPOSITION TILE VERTICAL VESTIBULE VERIFY IN FIELD VENEER PLASTER VINYL TILE VINYL TILE FLOORING WITH WITHOUT WOOD BASE WATER CLOSET, WALL COVERING WOOD WOOD CEILING WOOD PANELING WOOD FLOORING WINDOW WALK OF MAT OR CARPET WATERPROOF, OR WORK POINT WATER RESISTANT WEATHER RESISTANT BARRIER WEATHERSTRIP WAINSCOT WEIGHT WELDED WIRE FABRIC YARD DEVELOPER SABEY CORPORATION RICK DELCOURE t:206.281.8700 f:206.281.0920 12201 TUKWILA INTERNATIONAL BOULEVARD FOURTH FLOOR SEATTLE WA 98168 TENANT PROVIDENCE INFUSION AND PHARMACY CHRIS BEAUDION t: 425.687.4406 f: 2001 LIND AVE SW SUITE 180 RENTON WA 98057 ARCHITECT MULVANNYG2 ARCHITECTURE MARK SURYAN t: 425.463.1572 f: 425.463.4751 1110 112th AVE NE SUITE 500 BELLEVUE WA 98005 GENERAL CONTRACTOR SABEY CORPORATION RICK DELCOURE t:206.281.8700 f:206.281.0920 12201 TUKWILA INTERNATIONAL BOULAVARD FOURTH FLOOR SEATTLE WA 98168 STRUCTURAL ENGINEER ENGINEERS NORTHWEST, INC. DAN LAKE t: 206.525.7560 f: 206.522.6698 9725 3RD AVE NE SUITE 207 SEATTLE WA 98115 MECHANICAL ENGINEER MCKINSTRY TONY MARINO t:206.762.3311 f:206.767.2634 5005 3RD AVE S. P.O. BOX 24567 SEATTLE WA 98124 PLUMBING ENGINEER MCKINSTRY TONY MARINO t:206.762.3311 f:206.767.2634 5005 3RD AVE S. P.O. BOX 24567 SEATTLE WA 98124 LEGAL OWNER : SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BOULEVARD FOURTH FLOOR SEATTLE, WA 98168 PROJECT SCOPE : TENANT IMPROVEMENT REMODEL IN A PORTION OF BUILDING 3, CONSISTING OF 30,763 S.F. THE PROPOSED TENANT SPACE WILL ACCOMODATE OFFICE SPACE, WORK STATIONS, CONFERENCE ROOMS, RESTROOMS, PHARMACEUTICAL CLEAN ROOM W/ SHIPPING AND RECIEVING BAYS CUT INTO THE EXISTING EXTERIOR WALL. LEGAL DESCRIPTION : : LOT 3 OF TUKWILA BLA #L04 -060 REC #20041008900012 LOCATED IN SE 1/4 OF SEC 9 & SW 1/4 10 IN 23-04 JURISDICTION : ZONING : CITY OF TUKWILA MIC / H : MANUFACTURING INDUSTRIAL CENTER / HEAVY INDUSTRIAL CODE USED : 2009 INTERNATIONAL BUILDING CODE 2009 INTERNATIONAL MECHANICAL CODE 2009 INTERNATIONAL FIRE CODE 2009 UNIFORM PLUMBING CODE OCCUPANCY: F1 - FACTORY B - PROFESSIONAL SERVICES .S1 - STORAGE CONSTRUCTION : TYPE V -B FULLY SPRINKLED ALLOWABLE FLOOR AREA : F1 = 8,500 + (8,500 x .032) + (8,500 x 3) = 36,720 ALLOWABLE S.F. B = 9,000 + (9,000 x .032) + (9,000 x 3) = 39,926 ALLOWABLE S.F. S1 = 9,000 + (9,000 x .032) + (9,000 x 3) = 39,926 ALLOWABLE S.F. 8,528(F1) + 14,057(B) + 8,178(S1) = 30,763 S.F. PROVIDED ELECTRICAL ENGINEER LANE COBURN & ASSOCIATES NICK ALEXANDER t:425.368.4848 f: 12900 NE 180TH ST. SUITE 201 BOTHELL WA 98011 GENERAL NOTES INTERIOR DESIGNER MULVANNYG2 ARCHITECTURE AMANDA BAKER t: 425.463.2000 f: 425.463.2002 1110 112th AVE NE SUITE 500 BELLEVUE WA 98005 1. DO NOT SCALE THE DRAWING 2. VERIFY FIELD DOCUMENTS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES. UNLESS OTHERWISE INDICATED. 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. VICINITY MAP sit .............. 4 :�� fs k` • 3 s f „ .. .......i.-i*::::.....i..i.....,'.:::-.-..'::..''':.'::.;..;...'....'......r.:::..L:'...„....:....::' '''.: ''''''' . '' '''''''''' PLANNING APPROVED No changes can be made to these plans without approval from the Planning Division of DCD Approved By Date: , 1-) -fir - t 3 ` REVISIONS No changes shall be made to the scope of work k withoi t prior approval of Tukwila Building Division. ISO: r: =vsions will require a new plan submittal c::i may include additional plan review fees. GENERAL G101 GENERAL NOTES G201 FIRE /LIFE SAFETY PLAN ARCHITECTURAL A101 SITE PLAN A150 SITE DETAILS A201 FIRST FLOOR PLAN A290 WALL TYPES A301 REFLECTED CEILING PLAN A401 EXTERIOR ELEVATIONS A501 WALL SECTIONS AND DETAILS A701 ENLARGED PLANS AND INTERIOR ELEVATIONS A702 ENLARGED PLANS AND INTERIOR ELEVATIONS A703 ENLARGED PLANS AND INTERIOR ELEVATIONS A704 ENLARGED PLANS AND INTERIOR ELEVATIONS A705 INTERIOR ELEVATIONS A801 INTERIOR DETAILS A802 INTERIOR DETAILS A901 DOOR AND WINDOW SCHEDULE A902 DOOR AND WINDOW DETAILS ID201 EQUIPMENT PLAN ID202 ROOM FINISH PLAN STRUCTURAL S0.1 GENERAL NOTES & SPECIAL INSPECTION S1.1 FOUNDATION PLAN S2.1 ROOF FRAMING PLAN S3.1 INTERIOR FRAMING PLAN S4.1 FOUNDATION SECTIONS S5.1 ROOF FRAMING SECTIONS S6.1 INTERIOR FRAMING SECTIONS S6.2 INTERIOR FRAMING SECTIONS S7.1 ELEVATIONS AND SECTIONS MECHANICAL M000 MECH. LEGEND, ABBREVIATIONS, & GENERAL NOTES M001 BASIS OF DESIGN M002 HVAC SPECIFICATION MATRIX M201 LEVEL 1 HVAC PLAN M202 ROOF HVAC PLAN M300 ENLARGED HVAC PLAN M500 HVAC DETAILS M600 HVAC DIAGRAMS M601 FUEL OIL DIAGRAM M700 HVAC SCHEDULES ELECTRICAL E001 COVER SHEET & DRAWING INDEX E002 LEGEND, SYMBOLS LEGEND, & ABBREVIATIONS E003 CALCULATIONS & FEEDER SCHEDULE E004 FIXTURE SCHEDULE & LIGHTING SUMMARY E101 ONE -LINE DIAGRAM, CALCULATIONS E102 FAULT CURRENT CALCULATIONS E301 POWER FLOOR PLAN E302 TELECOM /CABLE TRAY PLAN E311 MECHANICAL FLOOR PLAN E401 LIGHTING FLOOR PLAN E501 ENLARGED ROOM PLANS E601 DETAILS E602 DETAILS E603 DETAILS E701 PANEL SCHEDULES E702 PANEL SCHEDULES PLUMBING P200 FOUNDATION PLUMBING PLAN P201 LEVEL 1 PLUMBING PLAN P500 PLUMBING DETAILS P700 PLUMBING SCHEDULES LAND LORD LL -101 ENLARGED PLAN - GENERATOR ROOM LL -102 ROOF PLAN FELE COPY Permit it o. ph,, rrview approval is subject to errors and om dons. construction documents does not authote ,,:tor 01 adopted code or ordinance. Rece pt mid copy and conditions is a wlsdged: City Of lbkwita BUILDING DIVISION SE: SE:7A UM PERM' c { Qu n FOR: e,g Piping my of Tukwila BCl'LO €NG DIVISION REVIEWED FOR CQDE COMPLIANCE KN `' APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 032012 PERMIT CENTER D12 378 PMOVIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 1111 1IZTH AVE NE 1 SUITE BELLEVUE; WA. 1 9 t 425,463.2008 I 1 425.4632002 Mulvar.nyG2.cx PERMIT SET 11.27.2012 RUSSEL H. HA77AID, ARCHITECT A © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06/20/12 11/27/12 DESCRIPTION BID SET PERMIT SET 12.0006.01 PM: MARK SURYAN DRAWN BY: RH 06/20/12 GENERAL NOTES G101 e. H F E D 1/17/2013 4:14:19 PM a) b 9 O A 9 10 11 EGRESS SUMMARY TOTAL OCCUPANTS: EGRESS WIDTH PER OCCUPANY : REQUIRED EGRESS WIDTH : ACTUAL EGRESS WIDTH (IN) : (3) 36" DOORS - 33" NET = (1) 72" DOOR - 69" NET TOTAL NET 2009 IBC MEANS OF EGRESS I LUMINATION 1006.1 Illumination required. The means of egress, including the a it discharge, shall be illuminated at all times the building pace served by the means of egress is occupied. 1006.2 illumination level. The means of egress illumination level shall not be less than 1 foot - candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' a ectrical supply. In the event of power supply failure, an emergency electrical 296 system shall automatically illuminate th following areas: 1. Aisles and unenclosed stairways rooms that require 0.2 two or more means of egress. 1 2. Corridors, exit enclosures and exit assageways... 59.2" 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior Iandings...for`exit discharg doorways... u F.E. 5' -0" 18' -6" 24' -0" i�- NFERENCE 11' -0" CONFERENCE ROOM 25' -0" 5' -0" k.a ®��7Lm �.ziameziR.e wizz ■ FGA ©VIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 99" 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.4 Performance of system. Emergency lighting 69„ facilities shall be arranged to provide initial illumination that 168" is at least an average of 1 foot - candle and a minimum at any point of 0.1 foot - candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ration of 40 to 1 shall not be exceeded. MAXIMUM DISTANCE TO EXIT ALLOWED: F -1 AND S -1 OCCUPANCY B OCCUPANCY ACTATIO LOBBY 6' -0" 10' -0" DN FE - FIRE EXTINGUISHERS : 75' -0" MINIMUM DISTANCE BETWEEN FIRE EXTIi�G.C. TO VERIFY CY PHONE ROOM 18' -0" 10' -0" COMMON PATH OF EGRESS 1110112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 24' -0" SERVER ROOM TRAINING ROOM 5' -8" 20' -0" MILS' �142�J3IIEl i! WW1 f1SEla2 ► ®2: WV 1 iS��l►P►i�u.1®.S1� 18' -0" 3' -8" 11' -6" 14' -0" 26' -0" 5' -0" F.E. 29' -0" OWN / ANTE t 425.463.2000 1 f 425.4612002 MulvannyG2.com PERMIT REVISION SET 6' -0" MONO 14' -0" 01.18.2013 Note to city inspectors: The yellow hi- lighted /clouded path is the portion of the egress system that is required to be tested to confirm compliance with section 1006.4 IBC. JRSE HOETEL STATIONS 5' -6" 11' -0" 11,113 ,;y P i l l �lI 111 Iii 111410:011N: ItiII1i41 1;'i ,1 li�Il "'I Ilfu it l ., 15' -0" i VESTIBULE 20' -0" 18' -0" ANTE PICK AND PACK COURIER STAGING AREA 67' -0" 18' -0" CONFERENCE ROOM i1 ' EGRESS PATHS THROUGH STORAGE, STOCK ROOMS AND RECEIVING AREAS (EXCEPT GROUP M)- PROVIDE PERMANENT PAINTED MARKINGS 44 INCH WIDE ON THE FLOOR IDENTIFYING EACH COMMON PATH OF EGRESS .—(HIGHLIGHTED ON PLANS) WITH SIGNAGE: c.a.,"DO NOT BLOCK THIS PATH OF EGRESS" I�1 111'11 Fill hl1 MANUFACTURING AREA SUPERVISOR' OFFICE 40' -0" 8' -0" 18' -0" kk�w I IIiI (I h li, , .� 111 "��'�� 1 ti:f 1•':11 1� I d ��4 rl Ii i !''j �' � .111 1r xl.l 1 QC - Occupancy Schedule No Room Name Occup ancy Occupancy Type Load actor Area Total Occupants Calc Tag Area Calc Tag 99 CORRIDOR (none) (none) 121 SF 3885 SF 0 201 100 WORK STATIONS Lockers Business 100 158 SF 2590 SF 26 202 101 CONFERENCE ROOM Lockers Assembly Chairs & Tables 15 111 SF 451 SF 31 203 102 VESTIBULE Business (none) 181 SF 118 SF 0 204 104 CONF. ROOM Business Assembly Chairs & Tables 15 966 SF 85 SF 6 205 105 NURSE HOTEL STATIONS Business Business 100 920 SF 335 SF 4 206 106 CONF. ROOM (none) Assembly Chairs & Tables 15 46 SF 138 SF 10 301 107 CONF. ROOM Industrial Assembly Chairs & Tables 15 998 SF 135 SF 10 302 108 TRAINING ROOM Business Classroom s 20 85 SF 322 SF 17 303 109 STAFF LOUNGE Business Kitchen Comm. 200 102 SF 969 SF 5 304 110 CONFERENCE ROOM Storage & Accessory Assembly Chairs & Tables 15 261 SF 281 SF 19 305 111 PHONE ROOM Lockers (none) 257 SF 60 SF 0 306 112 PHONE ROOM (none) (none) 34 SF 62 SF 0 113 JAN. (none) 58 SF 0 307 114 MEN'S RESTROOM Industrial (none) 632 SF 189 SF 0 401 115 LACTATION ROOM Storage & Accessory (none) 241 SF 127 SF 0 402 116 WOMEN'S RESTROOM Industrial (none) 131 SF 364 SF 0 403 117 WORK STATIONS Business Business 100 131 SF 2111 SF 22 404 118 CONFERENCE ROOM Industrial Assembly Chairs & Tables 15 2303 SF 419 SF 28 501 119 . LOBBY Business Business 100 207 SF 438 SF 5 502 120 COPY ROOM Industrial Storage & Accessory 300 253 SF 218 SF 1 503 121 SERVER ROOM (none) Storage & Accessory 300 42 SF 207 SF 1 504 QC - Occupancy Schedule No Room Name Occup ancy Occupancy Type Load act o r Area Total Occupants Calc Tag Calc Tag 123 VESTIBULE 2 • (none) 121 SF 0 201 CHANGING Lockers 50 158 SF 4 202 ANTE Lockers 50 111 SF 3 203 HD Business 100 181 SF 2 204 HOME INFUSION AREA Business 100 966 SF 10 205 IV SCC Business 100 920 SF 10 206 JAN. (none) 46 SF 0 301 MANUFACTURING AREA Industrial 100 998 SF 10 302 QC LAB DOC CENTER Business 100 85 SF 1 303 SUPERVISOR'S OFFICE Business 100 102 SF 2 304 CDS VAULT Storage & Accessory 300 261 SF 1 305 GOWN / ANTE Lockers 50 257 SF 6 306 JAN. (none) 34 SF 0 307 MANUFACTURING SCC Industrial 100 632 SF 7 401 ELEC. Storage & Accessory 300 241 SF 1 402 COMPOUNDING ROOM Industrial 100 131 SF 2 403 SUPERVISOR OFFICE Business 100 131 SF 2 404 ORAL DOSE Industrial 100 2303 SF 24 501 CHECK ROOM Business 100 207 SF 3 502 PCN Industrial 100 253 SF 3 _ 503 JAN. (none) 42 SF 0 504 GOWN / ANTE Lockers 50 336 SF 7 505 PREP Business 100 193 SF 2 601 RECEIVING AREA Storage & Accessory 300 425 SF • 2 602 PUMP TESTING AND MAINTENANCE Storage & Accessory 300 258 SF 1 603 SHIPPING AREA Storage & Accessory 300 7280 SF 25 604 COURIER STAGING AREA Storage & Accessory 300 48 SF 1 605 PICK AND PACK Storage & Accessory 300 38 SF 1 / / / /I / / MANUFACTURING _ SCC —A— I ° I sn7 I '—' L 40'-0" GOV1(N / ANTE RECEIVING AREA RUSSEL H. HAZZARD, ARCHITECT 34' -0" lill1lI 1qIt �1Q11II 1111 1111111111 IIIII;:i 1IIII 11 'i 11I�CIIII@ 1111.111 119 1111111111 �JII1I 11I1�11111111g11111111I11111111111III X11 I!H NC �'II1 11 III ICI i'I I 1 I III 1111 ''.I 111 1111111111"1 1@1111 "111 EMI ono .1111i1111i111 111I1i1 a1 11i11' 1.11111 11111111:1! 1I19111'I�II�1II11i1111�� SHIPPING AREA 16' -0" 1 ORAL DOSE 34' -0" J fFIIIIp@ IIt lU IlI111 ,; 1ir X11 111 B1 tL' r 1F J91 @@11@1 1111111 °1 1911�@ll @' 1I11i11111111Il 1 1111@ p 1 wl, ENE' 1 1 111111111111' 1111 ?II NEON GIN@1II1I@1111111III@ I i1 1 luiilIfl1 IIIIII111iii11111111i111111111lIII@ @11.1111111, II 111II r 1�i1111111111i111d Ii lilli@II111I1If11@II@Ili:� ABM r I `siill@@i lii '1111111 M1111' 1Y 1nl lNIllg 1,, MAME PIM NE 1; 11111111Ii111111GENNE 111@.11101 IEI l 1t a�W .'f :1 I@111I111 �I11i 11,',111:,i11111',1111[11111,1111111111 1 1,1 X1111 1 1 1111111' 11111111111111111' I1111111111P11111111111111111111 1 11 1 ELEC. aR 1CIOMROOM ING 110' -o" 402 24' -0" 0 F.E. F.E. EEO 11 !I I11111i 11111111 EWE „' ' 11 1E1 ILiI , 1 INN €r 1 II !111111 IN 111 II': I 1111110111111 1 111, 11111131 I' III11 I II 111111111111111111 11191I111111ii11 11 r 1 b` 11I LIIIN 11111 111111111 NI i`1NM 1111 MO NI 111111$11111,1111 ! 1, 11111 11111 li 1 A111111111111111111 NE 111 " El 1111 11111IIC'Gi 11 "� IIiI lei 11.1!1 Ill REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION CORRECTION .TR #L FIRE / LIFE SAFETY PLAN SCALE: 1/8" = 1' -0" RECEIVED` CITY OF TUKWILA JAN 16 2013 PERMIT CENTER • © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06/20/12 11/27/12 2 01/18/13 DESCRIPTION BID SET PERMIT SET PERMIT CORRECTIONS 12.0006.01 PM: MARK SURYAN DRAWN BY: RH 11/17/08 FIRE /LIFE SAFETY PLAN G201 C:1Revit Projects\Revit 2012112000601- Tukwilla TI- Central- SD_RyanH.rvt H ARCHITECTURAL SITE PLAN SCALE: 1" = 30'-0" 9 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 80 2013 . City of Tukwila BUILDING DIVISION 10 MIVIDENCE Li Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER 1110 11211-1 AVE. NE • SUITE SOO BELLEVUE. WA i 98004 t 425.4532000 f 425,463.2002 Mtilvann PERMIT SET 11.27.2012 RUSSEL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. A, DATE 06/20/12 11/27/12 DESCRIPTION BID SET PERMIT SET 12.0006.01 PM: MARK SURYAN DRAWN BY: RH 08/27/12 SITE PLAN A101 co N_ 0 N N 0 9 0) 0 B A H.C. STALL SYMBOL CENTER LINE STALL BLUE FIELD BACKGROUND 3" WIDE PAINTED STRIPE TRAFFIC LINE WHITE, TYP. USE AT EACH ACCESSIBLE .PARKING .;STALL SCALE: 3/4" = CONCRETE WHEEL STOP CV V • THRU WHEEL STOP EXISTING ASPHALT PAVING #5 REBAR / 24" DEEP SCALE: 3" = 1' -0" 34' - 7 1/2" 4 5' -0" EDGE OF SIDEWALK 6" CURB 5 4" WIDE LINE PAINTED WHITE, TYP. RE- STRIPE EXISTING PARKING LAYOUT PER PLAN 9' - 9 1/2" 26' - 0" TO EDGE OF SLAB, V.I.F. V.I.F. 1 A150 1 TYP. SCISSOR LIFT, BY OTHERS 5 7 H.C. SIGNAGE 8 EXISTING WALL BEYOND STAINLESS STEEL FASTNERS w/ NEOPRENE WASHERS 12" x 18" - 18 GA. STEEL SIGN w/ APPROVED VERBAGE METAL SIGN, BOLT TO EXISTING EXTERIOR WALL SCALE: 1/2" = 1' -0" 7— 4" WIDE PAINTED LINES (2) COATS WHITE (TYP. @ (4) LOC.) H.C. SIGN, SEE 4/A150 TYP. PAINT STRIPING DN EXISTING RAMP AT 1:12 SLOPE EXISTING HAND RAIL TO REMAIN ENLARGED SITE PLAN EQ OPENING EQ PER PLAN EQ OPENING EQ PER PLAN SCALE: 1/8" = 9 PLASTIC SLEEVE OVER 6" SCHEDULE 40 POST - GROUT SOLID NOTE: SECURE PLASTIC SLEEVE TO STEEL POST CONCRETE WASH EXISTING PAVING 1' -0" DIA. _ - -- L W CONCRETE FOOTING TYPICAL EXTERIOR BOLLARD SCALE: 1/2" = 1' -0" 37 REVIEWED FOR ODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION 10 11 CIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LINDAVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 12TH AVE. NE I SUITE BELL V E. WA 1 98004 RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER t A63.1000 26.46202: Mulva nnyG2_com I PERMIT SET 11.27.2012 RUSSEL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture -. DATE DESCRIPTION 06/20/12 BID SET 11/27/12 PERMIT SET 12.0006.01 PM: MARK SURYAN DRAWN BY: RH 06/13/12 SITE DETAILS A150 1/17/2013 4:14:08 PM G 16' -0" 24' -0" 24' - 0" 12' -0" 24' - 0" 24' - 0" b 12' -0" 24' -0 7 24' -0" 9 10 12' -0" 24' - 0" M 3'- 0 "x8' -0" ISLAND w/ STORAGE BELOW STAFF LOUNGE t, WOMEN'S ESTROOM i ■■ 5' -6" 5' -6" , 5' -6" , 5' -6" . 5' -6 4' 101/4" 2' -6" D. x 3' -3" HIGH COUNTER TOP 0 PUMP TESTING AND MAINTENANCE 2' -6' D. x 3' -3" HIGH COUNTER TOP 0 rn FENCE ENCLOSURE BY G.C. w/ GATE LOCKS AND KEYCARD ENTRIES a FENCE ENCLOSURE BY G.C. w/ GATE LOCKS AND KEYCARD ENTRY NOTE: (1) LAYER 5/8" TYP 'X' GWB WRAP AT 12" ABOVE CEILING w/ CORNER GUARDS. TYPICAL AT ALL EXPOSED INTERIOR COLUMNS. RECEIVING AREA STRIPING PAINTED ON FLOOR EXISTING DOOR w/ NEW HARDWARE. SEE SCHEDULE SEE LL -101h FOR GENERATOR ROOM N COMPOUNDING ROOM 2' -6" D. x 3' -3" H. WORKSTATION PER 14/A801 REVIEWED FOR ODE COMPLIANCE APPROVED JAN 3 0 2013 RECEIVED CITY OF TUKWILA FLOOR PLAN 402 SCALE: 1/8" =11-0" JAN 1 6 2013 PERMIT CENTER IDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 1110112TH AVE, NE [ SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425463.2002 MulvannyG2.ccin 1 PERMIT REVISION SET 01.18.2013 RUSSEL H. HAZZARD, ARCHITECT 12.0006.0`1 PM: MARK SURYAN DRAWN BY: RH 08/27/12 FIRST FLOOR PLAN A201 © MulvannyG2 All rights reserved. reproduced in permission in Architecture: No part of this document may be any form or by any means without writing from MulvannyG2 Architecture. L DATE DESCRIPTION 06/20/12 BID SET 11/27/12 PERMIT SET 12/21/12 CONSTRUCTION SET 1 01/07/13 REVISION 01 2 01/18/13 PERMIT CORRECTIONS i 12.0006.0`1 PM: MARK SURYAN DRAWN BY: RH 08/27/12 FIRST FLOOR PLAN A201 C: \Revit Projects \Revit 2012 \12000601 - Tukwilla TI- Central- SD_RyanH.rvt O 0 N T 0 N ti N rn 0 o 0 D C A 7 8 9 SECTION CONFIGURATIONS: BOTTOM OF STRUCTURE HARD LID CEILING WHERE OCCURS LAY -IN CEILING WHERE OCCURS BRACE TO STRUCTURE 0 G i SA wAw, irt AiNi�ii H PLAN CONFIGURATIONS: 10- SERIES: ONE LAYER EACH SIDE, 20- SERIES: TWO LAYERS EACH SIDE, 30- SERIES: THREE LAYERS EACH SIDE, 40- SERIES: DISSIMILAR NUMBER OF LAYERS EACH SIDE, 50- SERIES: SHAFT, 60- SERIES: FURRING, 70- SERIES: CMU, 80- SERIES: CONCRETE, 90- SERIES: MISC / SPECIALTIES PARTITION NON -RATED 40 -44 STC (NGC 2385) 10 11 12 13 REMARKS: 5/8" GWB METAL STUDS PER BELOW INSULATION IF NOTED 2 1/2" METAL STUD 3 5/8" METAL STUD 6" METAL STUD 8" METAL STUD PARTITION 1 HR RATED 14 15 16 5/8" TYPE X GWB 5/8" TYPE X GWB METAL STUDS PER BELOW INSULATION IF NOTED 3 5/8" METAL STUD UL DESIGN U419 40 -44 STC (NGC 2385) 6" METAL STUD 8" METAL STUD REMARKS 45 - 49 STC WITH INSULATION (NRCC 816 -NV) PARTITION 1 HR RATED UL DESIGN U420 17 18 19 1 5/8" METAL STUD 5/8" TYPE X GWB 5/8" TYPE X GWB AIR GAP PER PLAN 5/8" GWB CROSS BRACE 9 1/2" WIDE MAX METAL STUDS PER BELOW METAL STUDS PER BELOW INSULATION IF NOTED 2 1/2" METAL STUD 3 5/8" METAL STUD REMARKS : 50 - 54 STC WITH INSULATION (RAL TL76 -155) PARTITION 2 HR RATED 20 21 22 5/8" TYPE X GWB 5/8" TYPE X GWB 5/8" TYPE X GWB 5/8" TYPE X GWB METAL STUDS PER BELOW INSULATION IF NOTED 3 5/8" METAL STUD UL DESIGN U419 40 -44 STC (TL61 -213) 6" METAL STUD 8" METAL STUD REMARKS : 55 - 59 STC WITH INSULATION (NRCC 818 -NV) WALL TYPE TAG: PLAN CONFIGURATION SECTION CONFIGURATION INSULATION INSULATION: a t NO INSULATION ACCOUSTICAL INSULATION THERMAL INSULATION PARTITION : 1 HR RATED UL DESIGN U420 5/8" TYPE X GWB 5/8" TYPE X GWB AIR GAP PER PLAN 23 24 25 1 5/8" METAL STUD 5/8" GWB CROSS BRACE 9 1/2" WIDE MAX METAL STUDS PER BELOW METAL STUDS PER BELOW 5/8" TYPE X GWB 5/8" TYPE X GWB INSULATION IF NOTED 2 1/2" METAL STUD 3 5/8" METAL STUD REMARKS : INSULATION REQUIRED TO MAINTAIN 2 HR RATING CONCRETE WALL : .a 80 81 82 83 NON -RATED FIRE -RATED PER IBC TABLE 720 .1(2) 4 -1.1 8" SOLID CONCRETE 1 -HR RATED 2 -HR RATED 4 -HR RATED REMARKS : REINFORCEMENT PER STRUCTURAL PARTITION : NON RATED w 0 w h (1) z w (/) 42 43 44 REMARKS: 2 1/2" METAL STUD 5/8" TYPE X GWB 5/8" TYPE X GWB AIR GAP PER PLAN METAL STUDS PER BELOW METAL STUDS PER BELOW 5/8" TYPE X GWB INSULATION IF NOTED 3 5/8" METAL STUD 6" METAL STUD PARTITION : NON RATED w U) z w 45 46 REMARKS: 6" METAL STUD 5/8" TYPE X GWB AIR GAP PER PLAN 3 5/8" METAL STUDS METAL STUDS PER BELOW 5/8" TYPE X GWB INSULATION IF NOTED 8 " METAL STUD PARTITION • NON -RATED 47 48 49 REMARKS: 5/8" GWB METAL STUDS PER BELOW INSULATION IF NOTED 2 1/2" METAL STUD 3 5/8" METAL STUD 6" METAL STUD 1. ALL INSULATION SHALL HAVE MAXIMUM FLAME SPREAD INDEX OF 25 AND MAXIMUM SMOKE DEVELOPED INDEX OF 450 IN ACCORDANCE WITH IBC 719.2 2. REFER TO SPECIFICATIONS FOR LOCATION AND LIMITS OF DIFFERENT TYPES OF GWB SUCH AS TILE BACKER BOARD, MOISTURE OR MOLD RESISTANT GWB, FIRE -RATED GWB, ETC. 3. REFER TO SPECIFICATIONS FOR STUD GAGE AND SPACING. 4. FIRE RATING AND SOUND TRANSMISSION COEFFICIENTS ARE BASED UPON THE ASSEMBLIES SHOWN WITHOUT INSULATION, UNLESS NOTED OTHERWISE 5. REFER TO WALL DETAILS FOR TERMINATIONS, CONNECTIONS, PENETRATIONS AND INTERSECTIONS. 6. ACOUSTIC SEALANT SHALL CONFORM TO ASTM C919 -02. 7. SEPARATE BACK TO BACK ELECTRICAL OR OTHER UTILITY BOXES BY AT LEAST ONE STUD BAY IN SINGLE STUD WALLS AND TWO STUD BAYS IN STAGGERED STUD OR DOUBLE STUD WALL ASSEMBLIES. 8. SEAL ALL DUCT, CONDUIT OR PIPING PENETRATIONS THROUGH ACOUSTICALLY RATED CONSTRUCTION TO PREVENT DIRECT CONTACT USING RESILIENT NON - HARDENING CAULK. USE FIRE -RATED ACOUSTICAL CAULK IN FIRE -RATED CONSTRUCTION. 9. REFER TO PLUMBING DRAWINGS AND SPECIFICATIONS FOR VIBRATION ISOLATION REQUIREMENTS IN AREAS WHERE PLUMBING RUNS IN PROXIMITY TO NOISE- SENSITIVE SPACES. 10STAGGER ALL JOINTS WHENEVER TWO OR MORE LAYERS OF GWB ARE SCHEDULED. 11 SECURE BATT INSULATION TO THE STRUCTURE AS REQUIRED TO PREVENT SAGGING OR DISPLACEMENT. 12CONFORM TO TESTING AGENCY ASSEMBLY # NOTED FOR EACH RATED WALL TYPE. REVIEWED FOR ,;CODE COMPLIANCE .. ` APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER 10 PRIOVIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 TH AVE. NE ! SUITE 500 BELLEVUE WA I 98004 . 14 .,483.2000 1 (425483:200. f €r PERMIT SET 11.27.2012 RUSSEL H. HAZZARD, ARCHITECT ED HITECT RIJSS : r H. HAZZARD STATE F WASHINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06/20/12 11/27/12 DESCRIPTION BID SET PERMIT SET 12.0006.01 PM: MARK SURYAN DRAWN BY: RH 06/20/12 WALL TYPES A290 11/27/2012 11:29:58 AM 1 ACT -1 12' -0" HT 5 6 7 8 CONFERENCE 12' -0" HT 10 ACT -1 12' -0' WOMEN'S RESTROOM .o ..0 GYP: CEILING 9` -0" HT. LOBBY 119 GYP; CEILING 12' -0" HT COPY ROOM 8'-0 CLG OPEN ABOVE SERVER ROOO - ACT -1 12' -0" HT 121 GYP. CEILING 9' -0" HT GO N / ANTE OPEN ABOVE PREP: GYP. CEILING. 9: -0 ". HT . ME. INFUSION AREA 1 1 1 203 GYP. CEI.LING 91-0" HT PUMP TESTING AND MAINTENANCE 602 8' -0" HT WORK STATIONS ACT -1 1 -0" GYP. CEILING 8'` -0" HT ANTE.: GYP.. CEILING 8.' -0': HT IV scc COURIER STAGING AREA A702 OPEN ABOVE C LAB DO9UPERVISOR' • CENT .._ R • OFFICE OPEN ABOVE GYP CEILING 8' -0 ". HT MANUFACTURING AREA 8' -0" HT • .. 8' -0" HT ..- - -..__m. RECEIVING AREA GYP CEILING 81-0" HT MANUFACTURING ACC GYP CF,4Nt & 8' -0" HT. OWN / ANTE REFLECTED CEILING NOTES RCP LEGEND • GENERAL CONTRACTOR TO REVIEW WITH ALL SUB CONTRACTORS EXISTING CONDITIONS PRIOR TO CONSTRUCTION FOR REFLECTED CEILING ISSUES, INCLUDING ELECTRICAL AND MECHANICAL. • ALL WORK MUST BE UP TO CURRENT CODE AND LOCAL JURISDICTION. • SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ALL RELATED INFORMATION. ARCHITECTURAL DRAWINGS ARE REFERENCE ONLY. • BALLASTS TO BE ENERGY SAVING. • INSTALLATION SHALL COMPLY WITH NEC, STATE AND LOCAL CODES. • LIGHTING FIXTURES SHALL BE NEW, SPECIFICATION GRADE, LAMPED, UL LISTED AND SUBMITTED TO OWNER /ARCHITECT FOR REVIEW. PROVIDE REQUIRE TRIM, MOUNTING ACCESSORIES, SEISMIC BRACING, ETC. FOR COMPLETE INSTALLATION. ACT -1: NEW 2x4 ACT CEILING w/ 2x2 PATTERN - HEIGHTS PER PLAN SEE #4/A8.02 ACT -2: NEW 2x4 ACT CEILING w/ LINEAR PATTERN - HEIGHTS PER PLAN SEE #4/A8.02 NEW GWB CEILING - HEIGHTS PER PLAN 2x4 LIGHT FIXTURE 1X4 PENDANT LIGHTING i 6 "X48" PENDANT LIGHTING STANDARD RECESSED CAN LIGHTING 0 CONE PENDANT LIGHT 8' 0" HT ORAL: DOSE OPEN ABOVE a- 401 GYP CEILING 8' -0" HT REVIEWED F� O� R CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION GYP CEILING 8' -0" HT 402 GYP CEILING.8' 0 HT REFLECTED CEILING PLAN 37 8 RECEIVED CITY OF TUKWILA SCALE: 1/8" = 1' -0" DEC 032012 PERMIT CENTER PrZcrVIDENCk Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA,WA98168 1110112TH AVE: NE I SUITE 500 BELLEVUE, WA 98004 t 425.463.2000 1 f 425.4632002 MuivannyG2. om I PERMIT SET 11.272012 RUSSEL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06/20/12 11/27/12 DESCRIPTION BID SET PERMIT SET 12.0006.01 PM: MARK SURYAN DRAWN BY: RH 08/27/12 REFLECTED CEILING PLAN A301 C: \Revit Projects \Revit 2012\12000601- Tukwilla TI- Central - SD_RyanH.rvt 11/27/201210:03:05 AM 9 C B A 1 EAST ELEVATION 4 5 8 SAW CUT EXISTING CONC. WALL FOR NEW DOOR. VERIFY W/ MANUF. FOR ROUGH OPENING. TYP. 16 A501 SCALE: 1/8" = 1' -0" REMOVE EXISTING ROLL - UP DOOR, SAW -CUT BOTTOM PER SECTION 18/A501 IMMENSE. ,mmi■simsome =mom WEST ELEVATION G.C. TO COORDINATE GRADING AT ENTRY. SLOPE 1:12 MIN. AWAY FROM BLDG SCALE: 1/8" = • FINISH FL. p 0" 9 FINISH FL.�1 FINISH FL. • NORTH ELEVATION SCALE: 1/8" = REVIEWED FOR ;CODE COMPLIANCE APPROVED ky JAN 3 0 2013 City of Tukwila BUILDING DIVISION b 7 10 �IDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER 09 TH AVE, NE SUITE 5 BELL VU :, WA f .;9.8004' t 42 4632000 1 f 4254632002 MuivannyGlcom I PERMIT SET 11.27.2012 RUSSEL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06/20/12 11/27/12 DESCRIPTION BID SET PERMIT SET 12.0006.01 PM: MARK SURYAN DRAWN BY: Author 12/15/08 EXTERIOR ELEVATIONS A401 C: \Revit Projects \Revit 2012 \12000601- Tukwilla TI- Central- SD_RyanH.rvt H G E D B A 1 1 2 1 EXISTING EXTERIOR WALL T.O. OPENING 10' - 0" SAW CUT OPENING TO FINISH FLOOR FOR SERVICE DOORS, TYP. BUILT-UP ASPHALT ak FINISH FL. MI-1 0" 3 EXISTING COLUMN BEYOND ROLL UP DOOR PER SPECS EXTERIOR WALL AT SERVICE DOOR SCALE: 1/2" = 1'-0" 4 EXISTING EXTERIOR WALL 5 6 METAL TRACK PER STRUCT. R-21 INSULATION METAL JOIST PER STRUCTURAL 7 TAWNAWA, CEILING AT VESTIBULE 12" METAL FLAT PANEL W/ CONCEALED FASTENERS 5/8" GYP. SHEATHING o/ PLYWOOD SHEATHING PER STRUCTURAL AT SOFFIT AND WALL 5/8 TYPE 'X' GWB METAL TRACK PER STRUCT. TOP OF WALL SCALE: 1 1/2" = SAW CUT 4" BELOW FINISH FLOOR jll1ISH FL. MI-1 0" 0011111111111M ENTRY CEILING w/ R-21 BATT INSULATION — — IM1111=11.6 A /A 411111■•■ au■s Is■ smut 1:12 VESTIBULE CEILING PER A301 6" METAL STUDS @ 16" O.C. w/ R-21 INSULATION ------------- EXTERIOR WALL AT EMPLOYEE ENTRANCE SCALE: 1/2" = BOTTOM OF CONCRETE 8 ■ FULL HEIGHT WALL PER PLAN 9 CONCERETE CEILING ASSEMBLY PER STRUCTURAL • . : \ \ T (-23i!■802 CONCRETE WALL PER STRUCTURAL SECTION AT CDS VAULT ACOUSTICAL CEILING, PER PLAN „-- REVIEWED FOR 1CODE COMPLIANCE • APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION 37 10 ROVIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 FINISH FI.Anik RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER SCALE: 1/2" = 1110 112TH AVE, NE SUITE 590 BELLEVUE, WA 98004 1425,4832000 f 425.463,2002 MuivannyG2.com I PERMIT SET 11.27.2012 RUSSEL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06/20/12 11/27/12 DESCRIPTION BID SET PERMIT SET 12.0006.01 PM: MARK SURYAN DRAWN BY: RH 08/27/12 WALL SECTIONS AND DETAILS A501 '11/27/2012 10:03:08 AM 1 2' -6" DEEP, a-0" HIGH COUNTER TOP WITH P. LAM FINISH, PL -10 4' -10" rr 2 18' - 10" EQUIPMENT BYPASS DOORS BY OTHER, TYP. WHERE DASHED 12' -0" 2-6" DEEP, 3` -0" HIGH COUNTER TOP WITH P. LAM FINISH, PL -10 8' -11" MANUFACTURING AREA 301 67' - 4 1/2" 2' -6" DEEP, 3' -0" HIGH COUNTER TOP WITH P. LAM FINISH, PL -10 MANUFACTURING SCC 307 NOTE: (1) LAYER 5/8" TYPE 'X' GWB WRAP AT 12" ABOVE CEILING w/ CORNER GUARDS, TYPICAL AT ALL INTERIOR EXPOSED COLUMNS. ENLARGED PLAN - MANUFACTURING 4 11' -10" 5' - 9" 36" A701 CEILING MOUNTED STAINLESS STEEL PARTITIONS FOR DRESSING ROOM 8' -0" 36" GATE L-- CHINLINK ENCLOSURE SEE 18/A705 11' 9" 2' -6" D. 2' -6" H COUNTERTOP w/ P.LAM FINISH, PL -10 i i GOWN / ANTE 305 4' - 2" r JAN. 111••■■•■=0s 4' - 3 1/4" C14 A801 CDS VAULT 304 TYP. EMERGENCY SHOWER HEAD w/ PULL CORD 18" SHELF AT 60" A.F.F. LOCKERS w/ SLOPED TOP, S.I.C. 18" WALL SHELF MOP SINK AND FAUCET \ \ CONC. WALL TO WRAP EXISTING COLUMN w/ 5" AIR GAP SCALE: 1/4" = 1' -0" MANUFACTURING AREA 301 MANUFACTURING SCC. `. 307 GWB - CEILING 8' -0" HT. i /� i / / GOWN / ANTE 305 GWB CEILING 8' =0" HT. JAN. 306. MANUFACTURING - FEFLECTED CEILING PLAN CDS VAULT 304 ACT -1 8' -0" HT. 7 STAINLESS STL. PAPER TOWEL DISPENSER 24 "x36" MIRROR SOAP DISP. FRPP 6" POLYMER BASE EYE WASH STATION SEE ID201 FOR EQUIPMENT L CV fV \ \ WALL HUNG SINK w/ / 4' 1" 2' 0 1/4 SCALD PROTECTION 1 JAN. / GOWN ROOM / MANUFACTURING 1 8 10 SCALE: 1/4" = 1' -O" SCALE: 1/4" = 1' -0" REFLECTED CEILING NOTES RCP LEGEND • GENERAL CONTRACTOR TO REVIEW WITH ALL SUB CONTRACTORS EXISTING CONDITIONS PRIOR TO CONSTRUCTION FOR REFLECTED CEILING ISSUES, INCLUDING ELECTRICAL AND MECHANICAL. • ALL WORK MUST BE UP TO CURRENT CODE AND LOCAL JURISDICTION. • SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ALL RELATED INFORMATION. ARCHITECTURAL DRAWINGS ARE REFERENCE ONLY. • BALLASTS TO BE ENERGY SAVING. • INSTALLATION SHALL COMPLY WITH NEC, STATE AND LOCAL CODES. • LIGHTING FIXTURES SHALL BE NEW, SPECIFICATION GRADE, LAMPED, UL LISTED AND SUBMITTED TO OWNER/ARCHITECT FOR REVIEW. PROVIDE REQUIRE TRIM, MOUNTING ACCESSORIES, SEISMIC BRACING, ETC. FOR COMPLETE INSTALLATION. ACT -1: NEW 2x4 ACT CEILING w/ 2x2 PATTERN - HEIGHTS PER PLAN SEE #4/A8.02 ACT -2: NEW 2x4 ACT CEILING wl LINEAR PATTERN - HEIGHTS PER PLAN SEE #4/A8.02 NEW GWB CEILING - HEIGHTS PER PLAN 2x4 LIGHT FIXTURE 1X4 PENDANT LIGHTING 6 "X48" PENDANT LIGHTING 0 STANDARD RECESSED CAN LIGHTING CONE PENDANT LIGHT biz 3 ?S REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER IMIVIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 12TH AVE, NE I SUITE BELLEVUE, WA '98004, t 428.:463.2000 F f 425.463.20 Muiv YG2-coni PERMIT SET 11.27.2012 RUSSEL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06/20/12 11/27/12 DESCRIPTION BID SET PERMIT SET 12.0006.01 PM: MARK SURYAN DRAWN BY: RH 08/27/12 ENLARGED PLANS AND INTERIOR ELEVATIONS A701 1 1 2 M 00 NOTE: (1) LAYER 5/8" TYPE 'X' GWB WRAP AT 12" ABOVE CEILING w/ CORNER GUARDS, . TYPICAL AT ALL INTERIOR EXPOSED COLUMNS. CLG. MOUNTED STAINLESS STEEL PARTITIONS FOR DRESSING ROOM 0 4' -0" 2' -0" DEEP, 3' -0" HIGH COUNTER TOP WITH P. LAM FINISH, PL -10 12' -0" 21-6" DEEP, 3' -0" HIGH COUNTER TOP WITH P. LAM FINISH A702 HD 203 ANTE 202 7 1/4 EQUIPMENT BYPASS DOORS BY OTHER, TYP. WHERE DASHED Ns- IV SCC 205 0 AM! JAN. . i 2' -0" CHANGING A7�2 20 201 2' -5" Z4? EMERGENCY SHOWER HEAD w/ PULL CORD nII 4' -3" ENLARGED PLAN - GOWN 14OOM / ANTE ROOM / HD SCALE: 1/4" = HD 203 GWB CEILING 9' -0" HT. // ANTE 202 GWB CEILING 8' -0" HT..: JAN. 206 / / MANUFACTURING AREA 301 GOWN ROOM /ANTE ROOM /HD REFLECTED CEILING PLAN SCALE: 1/4 4 STAINLESS STL. PAPER TOWEL DISPENSER EYE WASH STATION 24 "x36" MIRROR SOAP DISP. 2' -0" 4' -5" ANTE ROOM 0 Eo 6" POLYMER BASE WALL HUNG SINK w/ SCALD PROTECTION SCALE: 1/4" =11-0" LOCKERS w/ SLOPED TOP, S.I.C. EMERGENCY SHOWER HEAD w/ PULL CORED 18" WALL SHELF MOP SINK AND FAUCET ,I in C FRPP CEILING MOUNTED STAINLESS STEEL PARTITIONS FOR DRESSING ROOM el- JANITOR./ CHANGING } 6" POLYMER BASE SCALE: 1/4" = 1-0" REFLECTED CEILING NOTES RCP LEGEND • GENERAL CONTRACTOR TO REVIEW WITH ALL SUB CONTRACTORS EXISTING CONDITIONS PRIOR TO CONSTRUCTION FOR REFLECTED CEILING ISSUES, INCLUDING ELECTRICAL AND MECHANICAL. • ALL WORK MUST BE UP TO CURRENT CODE AND LOCAL JURISDICTION. • SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ALL RELATED INFORMATION. ARCHITECTURAL DRAWINGS ARE REFERENCE ONLY. • BALLASTS TO BE ENERGY SAVING. • INSTALLATION SHALL COMPLY WITH NEC, STATE AND LOCAL CODES. • LIGHTING FIXTURES SHALL BE NEW, SPECIFICATION GRADE, LAMPED, UL LISTED AND SUBMITTED TO OWNER/ARCHITECT FOR REVIEW. PROVIDE REQUIRE TRIM, MOUNTING ACCESSORIES, SEISMIC BRACING, ETC. FOR COMPLETE INSTALLATION. -1: ACT NEW 2x4 ACT CEILING w/ 2x2 PATTERN - HEIGHTS PER PLAN SEE #4/A8.02 ACT -2: NEW 2x4 ACT CEILING w/ LINEAR PATTERN - HEIGHTS PER PLAN SEE #4/A8.02 NEW GWB CEILING - HEIGHTS PER PLAN 2x4 LIGHT FIXTURE 1X4 PENDANT LIGHTING "X48" c 1i 6 PENDANT LIGHTING STANDARD RECESSED CAN LIGHTING CONE PENDANT LIGHT ■3 9 p 3 8 10 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION 11 PIZ • IIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S 120TH PL. BUILDING #3 TUKWILA, WA 98168 RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER 12TH .AVE , NE I SUITE B LLEVUE WA t 425,4 00, f 425 416.2 r3.rG_+o PERMIT SET 11.27.2012 RUSSEL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06/20/12 11/27/12 DESCRIPTION BID SET PERMIT SET 12.0006.01 PM: MARK SURYAN DRAWN BY: RH 08/27/12 ENLARGED PLANS AND INTERIOR ELEVATIONS A702 1 WALL TILE ENDS AT OUTER WALL N in 2 NOTE: (1) LAYER 5/8" GWB WRAP AT 12" ABOVE CEILING w/ CORNER GUARDS, TYPICAL AT ALL EXPOSED COLUMNS En / 12 A703 —LACTATION ROOM 115 i ". / / / / / / TILE ENDS 8" FROM END OF WALL A703 MEN'S RESTROOM 114 26" / WALL TILE ENDS AT OUTER WALL 26" I J / 10' -0" 26" 26" 26" / ' -01/4" 3' -6" X 2 / FLOOR MOUNTED w/ o /HEAD BRACED STAINLESS STEEL TOILET PARTITIONS 0 0 ih A703 0 TILE ENDS 8" 1/, FROM END OF WALL / in i*> WOMEN'S 1 RESTROOM ■ 116 / 0 Eo 6' - 3 1/2" ENLARGED PLAN - RESTROOMS SCALE: 1/4" = 1' -0" 4 GWB w/ PAINT FLOOR MOUNTED w/ o /HEAD BRACED STAINLESS STEEL TOILET PARTITIONS MEN'S SIDE WALL T -2 TILE BASE SCALE: 1/4" = 1' -0" T -3 WALL TILE 6 STAINLESS STL. TRASH RECEPTACLE w/ P.T. DISPENSER LINEAR LIGHTING 3' -0" HIGH MIRROR; WALL TO WALL w/ FRAME T -4 ACCENT TILE T -5 ACCENT TILE TOILET SEAT DISP. 36" GRAB BAR • SOLID SURFACE COUNTERTOP w/ BACKSPLASH AND APRON, SS -2 3' -0" HIGH MIRROR; WALL TO WALL w/ FRAME T -2 TILE BASE MEN'S RESTROOM 7 SOAP DISP. IN COUNTERTOP SOLID SURFACE COUNTERTOP w/ BACKSPLASH AND APRON, SS -2 SCALE: 1/4" = 1' -0" LINEAR LIGHTING J ) I I T -3 WALL TILE T -4 ACCENT TILE T -5 ACCENT TILE TOILET SEAT DISP. ti=1111=11111 STAINLESS STL. IN -WALL TRASH RECEPTACLE w/ P.T. DISPENSER I SOAP DISP. IN COUNTERTOP WOMEN'S RESTROOM 6" BASE TILE, T -2 - 6" 1 GRAB BAR 36" GRAB BAR SCALE: 1/4" = 1' -0" LACTATION ROOM 11 5 ACT -1 8' -0" HT. GWB CEILING 9' -0 HT: GWB CEILING :9'. -0" HT. MEN'S RESTROOM 114 0 / 0 WOMEN'S RESTROONI 0 116 GWB 'CEILING • • 9' -0" HT. / i / / 4i / / i / / / / i / / / / / / / / RESTROOM - REFLECTED CEILING, PLAN SCALE: 1/4" =11-0" "BACKSPLASH COUNTER TOP, PL -6 LOWER CABINETS, PL -5 — — • GENERAL CONTRACTOR TO REVIEW WITH ALL SUB CONTRACTORS EXISTING CONDITIONS PRIOR TO CONSTRUCTION FOR REFLECTED CEILING ISSUES, INCLUDING ELECTRICAL AND MECHANICAL. • ALL WORK MUST BE UP TO CURRENT CODE AND LOCAL JURISDICTION. • SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ALL RELATED INFORMATION. ARCHITECTURAL DRAWINGS ARE REFERENCE ONLY. • BALLASTS TO BE ENERGY SAVING. • INSTALLATION SHALL COMPLY WITH NEC, STATE AND LOCAL CODES. • LIGHTING FIXTURES SHALL BE NEW, SPECIFICATION GRADE, LAMPED, UL LISTED AND SUBMITTED TO OWNER /ARCHITECT FOR REVIEW. PROVIDE REQUIRE TRIM, MOUNTING ACCESSORIES, SEISMIC BRACING, ETC. FOR COMPLETE INSTALLATION. ■ N. .-- — 0 3' -6" =3" 1' - 9" 1' - 9". LACTATION ROOM SCALE: 1/4" = 1' -O" 39" MIN 18" MIN. GRAB BAR REQUIRED AT PUBLIC TOILETS TOILET PAPER DISPENSER 42" MIN. GRAB BAR 39"-41" 12" TOILET ACCESSORIES FINISHED WALL OR TOILET PARTITION FLUSH ACTIVATOR ON WIDE SIDE 36" MIN. GRAB BAR TYPICAL MOUNTING HEIGHTS TOILET TOILET SEAT COVER DISPENSER MIRROR OVER LAV. OR COUNTER WALL MOUNTED SOAP DISPENSER 8 O WOMEN'S SIDE WALL SCALE: 1/4" = 1' -0" X 2 FRAMED MIRROR SS -2: B. SPLASH, COUNTERTOP, AND APRON SCALD PROTECTION T -2: TILE BASE, 6" REFLECTED CEILING NOTES RCP LEGEND • GENERAL CONTRACTOR TO REVIEW WITH ALL SUB CONTRACTORS EXISTING CONDITIONS PRIOR TO CONSTRUCTION FOR REFLECTED CEILING ISSUES, INCLUDING ELECTRICAL AND MECHANICAL. • ALL WORK MUST BE UP TO CURRENT CODE AND LOCAL JURISDICTION. • SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ALL RELATED INFORMATION. ARCHITECTURAL DRAWINGS ARE REFERENCE ONLY. • BALLASTS TO BE ENERGY SAVING. • INSTALLATION SHALL COMPLY WITH NEC, STATE AND LOCAL CODES. • LIGHTING FIXTURES SHALL BE NEW, SPECIFICATION GRADE, LAMPED, UL LISTED AND SUBMITTED TO OWNER /ARCHITECT FOR REVIEW. PROVIDE REQUIRE TRIM, MOUNTING ACCESSORIES, SEISMIC BRACING, ETC. FOR COMPLETE INSTALLATION. ACT -1: NEW 2x4 ACT CEILING w/ 2x2 PATTERN - HEIGHTS PER PLAN SEE #4/A8.02 ACT -2: NEW 2x4 ACT CEILING w/ LINEAR PATTERN - HEIGHTS PER PLAN SEE #4/A8.02 NEW GWB CEILING - HEIGHTS PER PLAN 2x4 LIGHT FIXTURE 1X4 PENDANT LIGHTING "X48" 1 1 1 6 PENDANT LIGHTING STANDARD RECESSED CAN LIGHTING CONE PENDANT LIGHT TO ACTUATOR 0 W > U 2J b w ct 0 1— INSULATE UNDER SINK PIPES W U cc 2 / LAVATORY 2 0 H MIRROR NOT OVER LAV. OR COUNTER DISPENSER/ WASTE RECEPTACLE ACCESSORY NOTES: 1. PROVIDE BLOCKING AS REQUIRED FOR MOUNTING 2. VERIFY MOUNTING DIMENSIONS SHOWN, COORDINATE WITH PROPOSED PRODUCT DIMENSIONS TO ALLOW FOR COMPLIANCE WITH ACCESSIBILITY CODE. 3. TOILET ROOM SIGNAGE TO COMPLY WITH SECTION 1110 OF IBC AND A117.1 CHAPTER 7 OF ICC. 4. ALL ACCESSORIES TO COMPLY WITH IBC AND ICC / ANSI A117:1- 2003 REQUIREMENTS c SANITARY NAPKIN DISPENSER MEN UNISEX WOMEN 0 12" DIA. 10 PZIVIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 9a 168 STN AVE, NE . SUITE Se BELIE€3E, WA I 96004 t 425.46.20 I t 4254 �.24 Ir,1ve0: PERMIT SET 11.27.2012 RUSSEL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture DATE 06/20/12 11/27/12 DESCRIPTION BID SET PERMIT SET REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION SCALE: 1/2" = 1' -0" IDENTIFICATION SYMBOLS SIGNS TO BE 1/8" THICK CLEAR ACRYLIC PLASTIC PANEL WITH GRAPHICS APPLIED TO THE UNDERSIDE, OVER 1/8" COLORED ACRYLIC (VERIFY COLOR) ATTACHED TO DOORS WITH "SCOTH - MOUNT" DOUBLE FACED ADHESIVE 1/32" THICK TAPE. gmBie RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER 12.0006.01 PM: MARK SURYAN DRAWN BY: RH 08/27/12 ENLARGED PLAN S AND INTERIOR ELEVATIONS A703 co 11/27/2012 10 :03:16 AM 9 0) C A 2 61' -3" 4 9' -7" 2' -6" D. x 3' -0" H. COUNTER TOP WITH P.LAM FINISH, PL -10 3' -6" 3' -0 H. COUNTER TOP w/ P.LAM FINISH, PL -10 36' - 4" 3' -0" EQUIPMENT BYPASS DOORS BY OTHERS, TYP. WHERE DASHED 3' -0" H. COUNTER TOP w/ P.LAM FINISH, PL -10 cm* = _ " --=—==-7a1= w. = rd=zrzmirtme •—•"9,-* rc=AN COUNTER TOP w/ P.LAM FINISH, PL -10 - -- 2' -0" D. x 3' -0" H. COUNTER TOP WITH P.LAM FINISH, PL -10 A704 T. CHECK ROOM 501 PAPER TOWEL DISP. PCN 502 EYE WASH STATION 3' -0" D. X 3' -0" H. COUNTER TOP w/ P. LAM FINISH, PL -10 5' - 2" 8' - 6" to i JAN 503 36" GOWN / ANTE 504 LOCKERS S.I.C. i 2' -0" D. X 3' -0" H. COUNTER TOP w/ P.LAM FINISH, PL -10 A704 10 PREP 505 WAIIIIIIIIIIM 3' -9" ENLARGED PLAN - IV SCC 3' -0" H. COUNTER TOP w/ P.LAM FINISH, PL -10 CEILING MOUNTED STAINLESS STEEL PARTITIONS FOR DRESSING ROOM SCALE: 1/4" = 1' -0" GW CEI 8' B -0:' HT. LING . GOWN / ANTE CHECKROOM GWB CEILING 9' .-0" HT. GWB CEILING 8' -0" HT.. GWB CEILING 8' -0 ". HT. JAN. SHIPPING AREA 603 PCN SUITE - REFLECTED CEILING PLAN SCALE: 1/4" = 1' -0" REFLECTED CEILING NOTES RCP LEGEND • GENERAL CONTRACTOR TO REVIEW WITH ALL SUB CONTRACTORS EXISTING CONDITIONS PRIOR TO CONSTRUCTION FOR REFLECTED CEILING ISSUES, INCLUDING ELECTRICAL AND MECHANICAL. • ALL WORK MUST BE UP TO CURRENT CODE AND LOCAL JURISDICTION. • SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ALL RELATED INFORMATION. ARCHITECTURAL DRAWINGS ARE REFERENCE ONLY. • BALLASTS TO BE ENERGY SAVING. • INSTALLATION SHALL COMPLY WITH NEC, STATE AND LOCAL CODES. • LIGHTING FIXTURES SHALL BE NEW, SPECIFICATION GRADE, LAMPED, UL LISTED AND SUBMITTED TO OWNER /ARCHITECT FOR REVIEW. PROVIDE REQUIRE TRIM, MOUNTING ACCESSORIES, SEISMIC BRACING, ETC. FOR COMPLETE INSTALLATION. P. LAM COUNTER TOP, PL -10 8' - 6" Y ACT -1: NEW 2x4 ACT CEILING OPEN w/ 2x2 PATTERN - HEIGHTS PER PLAN SEE #4/A8.02 ACT -2: NEW 2x4 ACT CEILING wl LINEAR PATTERN - HEIGHTS PER PLAN SEE #4/A8.02 NEW GWB CEILING - HEIGHTS PER PLAN 2x4 LIGHT FIXTURE 1X4 PENDANT LIGHTING cI -. 6 "X48" PENDANT LIGHTING 0 STANDARD RECESSED CAN LIGHTING E03 CONE PENDANT LIGHT P. LAM COUNTER TOP, PL -10 14 A801 TYP. OPEN 7' - 2 1/4" 36" H. COUNTER BEYOND 6" POLYMER BASE 6" POLYMER BASE MOP SINK AND FAUCET 18" D. UTILITY SHELF y FRPP 24 "x36" MIRROR - SOAP DISP. EYE WASH STATION 3' -10" STAINLESS STL. P.T. DISPENSER JANITOR / GOWN ROOM SCALE: 1/4" = 1' -0" 8 9 6" POLYMER BASE 0 ih 3' -0 ". 5' -0" OPEN P.LAM COUNTER TOP, PL -10 6" POLYMER BASE bt)z-37 10 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION 11 © flDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 TH AVE NE ! SUITE' BEL4_EVUE, WA RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER t 425 463.2030 I f 425,4632002 PERMIT SET 11.27.2012 RUSSEL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06/20/12 11/27/12 DESCRIPTION BID SET PERMIT SET. 12.0006.01 PM: MARK SURYAN DRAWN BY: Author 08/14/12 ENLARGED PLANS AND INTERIOR ELEVATIONS A704 P. LAM COUNTER TOP, PL -10 8' - 6" Y OPEN 1 6" POLYMER BASE 0 ih 3' -0 ". 5' -0" OPEN P.LAM COUNTER TOP, PL -10 6" POLYMER BASE bt)z-37 10 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION 11 © flDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 TH AVE NE ! SUITE' BEL4_EVUE, WA RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER t 425 463.2030 I f 425,4632002 PERMIT SET 11.27.2012 RUSSEL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06/20/12 11/27/12 DESCRIPTION BID SET PERMIT SET. 12.0006.01 PM: MARK SURYAN DRAWN BY: Author 08/14/12 ENLARGED PLANS AND INTERIOR ELEVATIONS A704 C:\Revit Projects\Revit 2012112000601 - Tukwilla TI- Central- SD_RyanH.rvt 11/27/2012 10:03:20 AM 1 HIGH TOP SEATING COMPUTER STATION CUSHION FABRIC, FB -1 0 N 4 BACKING FABRIC, FB -2 STAFF LOUNGE -A P.LAM FINISH, PL -5 ALL SIDES 4 "• RUBBER BASE; RB -1 SCALE: 1/4" = HIGH TOP COUNTER, PL -6 17 A801 STAFF LOUNGE - D COMPUTER DESK, PL-6 SCALE: 1/4" = 1' -0" CV VENDING MACHINES S.O.I.C. 6 1 7 11 A801 BASE ONLY P -7 P -6 P -5 Q 0 g N co 1' -3" 2' -6" 'I y 'I 2' - 6" 4' - 0" 2' - 6" (3) MICROWAVES S.I.C. (2) REFRIG. S.I.C. 2' -6" 1, 2' -6" / / / / ,. / \ \ / / \ \ - ^ , \\ \ / /, / \ \ / /' / \ \ , ,\ -, \ _\ I 1> < 1.> -1 >< \ y>< I. /I >< it >< >< > \ \ / \ / N. \ / \ , \ / \1 .IV \u, \8/ �/ \II, \II, "it , OMR n n 2 -6" 1/1( 3/1/ 26" STAFF LOUNGE C - B 4' -0" 2' -6" 2' -6" ,, 2' -6" 6' -3" SCALE: 1/4" = 1' -0" CV PL -9 PL -8 BASE ONLY P. LAM CREDENZA 4" RUBBER BASE, TYP. A801 4' -0" ' 4' -0, , - 6",_2'- 0 "�2' -0 ",, I /1(;1' �f CONFERENCE ROOM - 101 NURSE HOTEL STATIONS SCALE: 114" = 11-0" SCALE: 1/4" = 1' -0" EXISTING STRUCTURE SUSPENDED ACT CEILING PER PLAN PL -9 PL -8 P. LAM CREDENZA 1 CONFERENCE ROOM - 118 4" RUBBER BASE, TYP. SCALE: 1/4" = 1' -0" COLUMN BEYOND EXPOSED ABOVE ACT. PENDANT LIGHTING FASTENED TO EXISTING STRUCTURE PL-4 P -1 RB-1 0 GALLERY WALL SCALE: 1/4" = 1' -0" RECYCLE /TRASH RECEPTICLES PL -6 PL -5 I . 14 TYP. fi\ i fi --- A801 — (6) EQUAL WORKSTATIONS P. LAM FINISH, PL -9 — I i - \ ' • ` ,I I OPEN I ` \i 1 1. CV PL -9 PL -8 BASE ONLY P. LAM CREDENZA 4" RUBBER BASE, TYP. A801 4' -0" ' 4' -0, , - 6",_2'- 0 "�2' -0 ",, I /1(;1' �f CONFERENCE ROOM - 101 NURSE HOTEL STATIONS SCALE: 114" = 11-0" SCALE: 1/4" = 1' -0" EXISTING STRUCTURE SUSPENDED ACT CEILING PER PLAN PL -9 PL -8 P. LAM CREDENZA 1 CONFERENCE ROOM - 118 4" RUBBER BASE, TYP. SCALE: 1/4" = 1' -0" COLUMN BEYOND EXPOSED ABOVE ACT. PENDANT LIGHTING FASTENED TO EXISTING STRUCTURE PL-4 P -1 RB-1 0 GALLERY WALL SCALE: 1/4" = 1' -0" RECYCLE /TRASH RECEPTICLES PL -6 PL -5 I . I fi\ i fi --- C/ \ — >< / - `J — I i - \ 1 ` ,I I ,I` I ` \i 1 1. I 1> 1 1 1.> -1 \ /I I. /I I it ,- 2' -0" 2' -0" 2' -0" STAFF LOUNGE - C 4' -0" 4" RUBBER BASE - RB -1 SCALE: 1/4" = 1' -0" 9' -0" 2' - 0" UPPER CABINETS, PL -7 COUNTER TOP, PL -6 \ \ LOWER CABINETS, PL -5 4" RUBBER BASE, RB- 1 3' -0" 3' -0" 1' -0" ,1/2 -0" 3' -0" �2'- 0 "�2' -0" COPY ROOM - A SCALE: 1/4" = 1' -0" A A A monDER6E [Infusion aid [ i 1 Ssotoca 18 rni»cy A801 SIGNAGE BY OWNER , RECEPTION DESK / LOBBY SCALE: 1/4" = 1' -0" TERMINAL POST STRETCHER BAR TOP RAIL W/ TIE WIRES 10' -0" MAX OPEN -OX — P. LAM UPPER AND LOWER CABINETS 3' -0" X 4' -0" jIF :- /) C/ \ \4/ >< / - `J ` > ' 11( 2' - 0 ",, 2' - 0" , 4' - 0" COPY ROOM - B PL -7 PL -6 PL-5 SCALE: 1/4" = 1' -0" ELEVATION AT RECEPTION DESK SCALE: 1/4" = 1' -0" POST TIE WIRES AT 15" 0.C. LINE POST BOTTOM RAIL CDSCAGE W/ TIE WIRES • SCALE: 1/2" = 1' -0" D1). 37 S > SOAP DISP. 1 3' -0" -3 2' - 6" d1,1 - 9" 10 11 lDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE - APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION UPPER CABINETS, PL -7 COUNTER TOP, PL -6 PAPER TOWEL DISP. RECEIVED LOWER CABINETS, el-TY OF TUKWILA DEC 0 3 2012 PERMIT CENTER COMPOUNDING ROOM SCALE: 1/4" = 1' 70" TH AVE, NE I SUITE 500 BELLEVUE, WA I 14 ;463.2000 f 425.4632002 MulvennyCe 1 PERMIT SET 11.27.2012 RUSSEL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06/20/12 11/27/12 DESCRIPTION BID SET PERMIT SET 12.0006.01 PM: MARK SURYAN DRAWN BY: RH 08/27/12 INTERIOR ELEVATIONS A705 C:\Revit Projects\Revit 2012112000601- Tukwilla TI- Central- SD_RyanH.ry t) O I) E C B A WALL PER PLANS (TYP.) BACKING PER #5/A8.01 1 1/4" -2" CIRCULAR GRAB BAR GRAB BAR SCALE: 3" = 1' -0" NOTES: 1. SEE INTERIOR ELEVATIONS FOR LOCATIONS W /FIXED PANEL, DASHED) 2. (3) HARDWOOD CABINETS IN O.T. KITCHEN AND DINING ROOM. BE OF P -LAM. O z CONT. BLOCKING FIXED PANEL @ SIM. COND. @ SINK 3/4" ADJUSTABLE SHELF ON AD. BRACKETS AND STANDARDS - OMIT AT SINK COUNTER 2' -1" SINK OR DRAWER (SHOWN ALL OTHER CASEWORK WILL SCRIBE P -LAM EDGE TO WALL (TYP.) TOP & BACKSPLASH WITH P -LAM TOP & FRONT EDGE 3/16" MIN. RADIUS COVE HAND SINK/CABINET SECTION SCALE: 1 1/2" = 1' -0" 3 11! WALL PER INTERIOR ELEVATIONS WALL PER PLANS (TYP.) FINISH FLOOR MATERIAL PER SHEDULE (TYP.) FINISH SUB -BASE FLOORING TO BE PREPARED PER FLOORING MFG'R SPECS. (TYP.) NOTE: ALL SEAMS TO BE WELDED (TYP.) PUBLIC RESTROOM BASE DETAIL SCALE: 3" = 1' -0" SCRIBE P. LAM EDGE TO WALL 3/16" MIN. RADIUS COVE - BUTT JOING AT ENDS COUNTER TOP & BACKSPLASH. P -LAM ALL SURFACES EDGE W/P -LAM 2' -1" SCHEDULED FINISH ON EXTERIOR SURFACES BASE AS SCHEDULED. PROVIDE 8" HARDBOARD BACKING BEHIND BASE WHERE 2 OR MORE CAB. ADJOIN. b z N 1 / 3 jie NOTE: 1. CABINET SHOWN W/ 3 DRAWERS. SEE INTERIOR ELEVATIONS FOR OTHER DRAWER COMBINATIONS. CABINET WITH DRAWERS SCALE: 1 1/2" = 1' -O" P. LAM FINISH, PL -6 !, STEEL BRACE, SEE 14/A801 CV J 4" RUBBER BASE, RB -1 HIGH TOP COUNTER COMPUTER STATION SCALE: 1 1/2" = 1' -0" 5 6 METAL STUD CUT FLANGE & BEND AT EA STUD BACKING 6 X 16 GA CONT RUNNER TRACK (UNPUNCHED) (3) #10 SHEET METAL SCREWS NOTE: PROVIDE BACKING BEHIND TOILET ACCESSORIES, DIAPER DECK, GRAB BARS, HANDRAIL BRACKETS, URINAL SCREENS, PAPER TOWEL DISPENSERS, BASE WHERE SHOWN, ETC. SCALE: 1 1/2" = 1' -0" ALL SURFACES PLASTIC LAM. (HARDWOOD AT O.T. KITCHEN) AND DINING RM ADJ. SHELVES: WIRE PULL +7' -8' A.F.F. U.N.O. z P -LAM FACED COUNTER TOP AND SPLASHES WIRE PULL SCRIBE P -LAM EDGE TO WALL SEALANT 2' -1" BASE PER FINISH SCHEDULE . z N J DRAWER 2' - 0" ACCESS PANEL AS REQ'D TASK LIGHT PER ELECT. (TYP) TYPICAL BASE /UPPER SCALE: 1 1/2" = SCRIBE P -LAM EDGE TO WALL 3/16" MIN. RADIUS COVE - BUTT JOIN AT ENDS 3" GROMMET AT EACH STATION COUNTER TOP. P -LAM ALL SURFACES EDGE w/P -LAM CONTINUOUS 2x2 BLOCKING STEEL BRACE, SEE 14/A801 3/8" - BOLTS THROUGH MTL STRUCT. STUD w/ WOOD BLOCKING INFILL BASE AS SCHEDULED. 3 3/4" 4 3/4" 3 1/2" 7 GWB w/ MTL STUD CONCRETE OR CMU Y' 3/8" PLYWOOD AT EACH SIDE RECEPTION DESK SCALE: 1 1/2" = 1-0" 2 1/2" AT END WALL 8 THERMO- FORMED CORNER GUARD GWB w/ MTL STUD AT CORNER CONCRETE OR CMU CORNER GUARD SCALE: 6" = 1' -O" SCRIBE P -LAM EDGE TO WALL 3/16" MIN. RADIUS COVE _ -_BUTT JOING AT ENDS 3" GROMMET AT EACH STATION 1 1/2 "x1 1/2 "X18" STEEL TUBE SECURED TO STUDS @ 3' -0" O.C. 2' -6" STEEL BRACKET N.T.S. PROVEDED @ 3' -0" O.C. MAX. THERMO- FORMED CORNER GUARD U.N.O. COUNTER TOP. P -LAM ALL SURFACES EDGE w/P -LAM 2' 6" TYP. U.N.O. VARIES - SEE INT. ELEV. 6" CONTINUOUS 2x2 BLOCKING CONTINUOUS 2X2 BLOCKING SECURED TO STUDS BETWEEN STEEL SUPPORTS FULL PENETRATION BUTT WELD BUTT JOINT AT ENDS i co 3/8" - BOLTS THROUGH MTL STRUCT. STUD w/ WOOD BLOCKING INFILL BASE AS SCHEDULED. WORKSTATION SCALE: 1.1/2" = 1' -O" P.LAM FINISH POST MOUNTING 6" X 6" X 1/4" FLOOR FLANGE PRESSED STEEL WELDED TO BOTTOM OF POST. TYP. AT EACH POST PER MANUF. SCALE: 6" = 1' -0" EXISTING EXTERIOR WALL 10 FB -2 BACKING FABRIC 3 5/8" METAL FRAMING w/ 1/2" PLYWOOD SHEATHING FB -1 CUSHION FABRIC PL -5 P.LAM FINISH 37 8 BENCH AT EXTERIOR WALL PIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 SCALE: 1 1/2" = 1' -O" REVIEWED FOR CODE COMPLIANCE APPROVED 'JAN 3 0 2013 City of Tukwila BUILDING DIVISION / 2 1/2" MTL. STUDS 5/8" GWB EXISTING COLUMN BASE A'? ad 20" (E) EXISTING COLUMN BASE 11101"! TH AVE. NE surrE 5 BELLEVUE WA 8 1:425463.2000 f 4264632002 : IvartnyGZoom PERMIT SET 11.27.2012 RUSSEL H. HAZZARD, ARCHITECT 4 �" G15 EREO ® `Ifl'�� AR iTECT 0 \ SS STATRUE 0 H. HAZZARD WASHINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06/20/12 11/27/12 DESCRIPTION BID SET PERMIT SET RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER SCALE: 1 1/2" = 1' -0" 12.0006.01 PM: MARK SURYAN DRAWN BY: Author 12/15/08 INTERIOR DETAILS A801 C : \Revit Projects\Revit 2012112000601 - Tukwilla TI- Central- SD_RyanH.rvt 11/27/2012 10:03:22 AM E D A CARPET CARPET EDGE I, TILE FLOORING J 111111IIIIIIIIIIIIIIIIIIIIIII1111111IIIIIIIIIII111111I 111EVI A. CARPET TO TILE CARPET SHEET VINYL OR V.C.T. CARPET EDGE Illillllllllilllllllllll IIII1111111111111111111111111 B. CARPET TO SHEET VINYL/V.C.T. 11111111, SHEET VINYL OR V.C.T. CONCRETE REDUCER STRIP .0/ C. V.C.T. /SHEET VINYL TO CONCRETE FLOOR TRANSITIONS a SCALE: 1 1/2" = 1' -0" NEW SUPPORT FRAMING AS REQ'D TO BE COORDINATED WITH CONTRACTOR/ ENGR. EXISTING ROOF FRAMING 1" DEFLECT. DEFLECTION TRACK STEEL STUD FRAMING PER ARCH. DRAWINGS TYP. CONNECTION TO STRUCT. ABOVE SCALE: 3/4" = 1' -0" MINIMUM 12 GA WIRE 4'- 0" OC, MAXIMUM SPREADER BAR MINIMUM (3) TURNS IN-1 -112" 6 MAXIMUM OUT OF PLUMB 1:6 - IF GREATER PROVIDE COUNTER - SLOPING WIRES HEAVY DUTY SYSTEM MAIN RUNNER AT 11-0" OC, -MAX 111111 111111] , 1 11111)11111111 LAY -IN BOARD, SEE ROOM FINISH SCHEDULE ARMSTRONG BERC2 CLIP (OR PRODUCT SIMILAR) CROSS TEE NOTE: CEILING MEMBERS MAY BE ATTACHED TO NO MORE THAN (2) ADJACENT WALLS A - UNATTACHED WALL B - MAIN RUNNERS & CROSS TEES PARALLEL TO MAIN RUNNER, 12 MIN (4) TURNS IN GA WIRE TYPICAL —\ 1 -1/2" C - ATTACHED WALL PARALLEL TO CROSS TEE VERTICAL ST RUT COMPRESSION POST TO STRUCTURE ABOVE 12' -0" OC EACH WAY, START 6-0" MAXIMUM FROM EDGE OF CEILING AROUND PERIMETER D - SEISMIC BRACING CEILING TEE DETAILS PARALLEL TO CROSS TEE PARALLEL TO MAIN RUNNER SCALE: 3" = 1' -0" 2x4 OR 2x6 2 5/8 "'S' SCREWS 24" O.C. MAX 5/8" GAP 7474 5/8" TYPE' X GWB STRIPS - SECURE TO STRIPS CONTROL JT. ►pk GWB EXPANSION AT WALL SCALE: 3" = 1!-0" ANGLE MOLDING CROSS TEE OR. CROSS CHANNEL 6 GYPSUM WALL BOARD SCREW INTO MOLDING AT PERIMETER GWB DROP CEILING SCALE: 6" = 1' -0" 8 GYPSUM BOARD MAIN TEES 1" TO 2" SEE MANUFACTURERS SPECS FOR SPACING @ ALL EXPANSION JOINTS MIN. 25 GAUGE FILLER STRIP BY OTHERS GWB EXPANSION JOINT AT DROP CEILING SCALE: 12" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION 10 11 P1DENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING , #3 TUKWILA, WA 98168 RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER bLx378 12TH AVE, NE I SUITE BLLEV; WA 1 9810 t42 .453.2€ 00 I .1425,4832002 f Witthsan 2.: 1 PERMIT SET 11.27.2012 RUSSEL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06/20/12 11/27/12 DESCRIPTION BID SET PERMIT SET 12.0006.01 PM: MARK SURYAN DRAWN BY: Author 08/14/12 INTERIOR DETAILS A802 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION t C:1Revit Projects \Revit 2012 \12000601 - Tukwilla TI- Central- SD_RyanH.rvt i) t CD C A 1 2 DOOR SCHEDULE DOOR FRAME COMMENTS NO I TYPE WIDTH HEIGHT MATERIAL FINISH ' MATERIAL FINISH 001 A 3' - 0" 7' - 0" HM P HM P C, L, PH, T, WS, KC, EXISTING OPENING 002 - 6' - 0" 7' - 0" HM P HM P C, L, PH, KC EXISTING OPENING 003 - 6' - 0" T- 0" HM P HM P C, L, PH, T, WS, KC, EXISTING OPENING 004 A 3' - 0" T- 0" HM P HM P C, L, PH, T, WS 005 C 10' -0" 9' -8" b m SEE SPECS _ 006 C 10' - 0" 9' - 8" SEE SPECS 007 A 3' -0" 7'_0" HM P HM P C, VP H, , WS 008 A 3' -0" 7' -0" HM P HM P C, L T, WS 009 Y 4' - 0" 7' - 0" HM P HM P C, L,,FT, WS 101A D 3` - 0" 7' - 0" WD WD WD S tc� 1016 D 3' -0" 7' -0" WD WD WD S 102 A 3' -0" T -0" HM P HM P C, L PH, 103 E 3'_0" 7' -0" WD WD WD S L 104 D 3, -0" 7' -0" WD WD WD S 105 D 3' -0" T -0" WD WD WD S, 106 D 3' -0" 7' -0" WD WD WD S 107 D 3' -0" 7' -0" WD WD WD S 108 D 3' -0" 7' -0" WD WD WD S 11OA D 3' -0" 7' -0" WD WD WD S 1106 D 3'- 0" T -0" WD WD WD S 111 E 3' -0" 7' -0" WD WD WD S L 112 E 3' -0" 7' -0" WD WD WD S L 113 E 3' _ 0" 7' - 0" WD WD WD S L, KC 114 E 3' -0" 7' -0" WD WD HM P 115 E 3' - 0" 7' - 0" WD WD HM P L 116 E 3' -O" 7' -0" WD WD HM P 118 D 3' -0" 7' -0" WD WD WD S 119 D 3' - 0" 7' - 0" WD WD HM P C, L, PH, KC 121 E 3' -0" T - 0" WD WD HM P L 201 E 3' -0" 7' -0" HM P HM P C, L, KC 202 E 3' -0" 7' -0" HM P HM P 203 E 3' -0" 7' -0" HM P HM P 204A D 3' -0" T -0" HM P HM P C, L 204B DD 5' - 0" 7' - 0" HM P HM P C, AP 204C DD 5' -0" 7' -0" HM P HM P C, AP 205 D 3' -0" 7' -0" HM P HM P 206 E 3' - 0" 7' - 0" HM P HM P AP 301 DD 5' -0" 7' -0" HM P HM P C, AP 302 D 3' -0" 7' -0" HM P HM P L 303 D 3' -0" 7' -0" HM P HM P L 304 E 3' - 0" 7' - 0" HM P HM P. L, KC 305A E 3' - 0" 7' - 0" HM P HM P 305B E 3' -0" 7' -0" HM P HM P 306 E 3' -0" T -0" HM P HM P AP 402 D 3' -0" 7' -0" HM P HM P AP 403 D 3' -0" 7' -0" HM P HM P L 404A D 3' - 0" T-0" H M P ' HM P C, L, KC 404B D 3' -0" 7' -0" HM P HM P C, AP 501 D 3' -0" 7' -0" HM P HM P 502 E 3' -0" - 7' -0" HM P HM P 503 E 3' - 0" 7' - 0" HM P HM P AP 504 E 3' -0" 7' -0" HM P HM P 505 D 3' -0" 7' -0" HM P HM P C, AP 600 DD 6' - 0" 7' - 0" HM P HM P C, L, KC RELITE SCHEDULE MARK SIZE TYPE MATERIAL GLAZING FIRE RATING Count COMMENTS WIDTH HEIGHT R1 4' - 0" 4' - 0" FIXED HM TEMPERED 14 ¢ R2 2' - 0" 4' - 0" FIXED HM TEMPERED \ d 2 R3 4' - 0" 4' - 0" SLD -BY HM TEMPERED 1 R4 3' - 0" 3' - 6" FIXED HM TEMPERED 3 0 , 2 5 DOOR TYPES 6 8 1- = 0 w _ WIDTH ROLL -UP ASSEMBLY, PER MANUF. SEE DETAIL 7/A902 WIDTH - i- x 0 w _ SINGLE DOOR- EXTERIOR DOUBLE S DOOR - VESTIBULE OVERHEAD ROLLING DOOR - EXTERIOR WIDTH INSULATED TEMPERED GLASS 1- _ 0 w _ G.C. TO DO A MOCK UP FOR CLIENT APPROVAL PRIOR TO INSTALL. FASTEN w/ SS SCREWS AND WASHERS. SEE DOOR SCHEDULE FOR STAINLESS STEEL AP. SEE DOOR SCHEDULE FOR AP (TYP.) = tl o a WIDTH D SINGLE DOOR - INTERIOR w/ GLAZING SINGLE DOOR - INTERIOR DOUBLE DOOR - INTERIOR WINDOW TYPES 4' -0" 4' -0" )2' -0 "/1/ ,k A902 TYP. ¢ \ Q \ d > \ En R1RELITE R^ RELITE R3 RECITE 3 0 , co M \ L Q b m R4RELITE - DOOR REMARK NOTES 1. EXIT DOOR TO SWING IN THE DIRECTION OF TRAVEL ALL BUILDING EXITS TO HAVE AN ILLUMINATED EXIT SIGN. 2. PROVIDE ADA APPROVED STROBE LIGHT AT HANDICAPPED ACCESSIBLE EXITS. POWER TO BE SUPPLIED BY TWO SEPARATE CIRCUITS. ONE OF WHICH SHOULD BE CONTROLLED SEPARATELY FROM ALL OTHER CIRCUITS. SIGNS TO HAVE BATTERY BACKUPS. SIDELIGHTS ADJACENT TO DOORS TO BE SAFETY GLAZING PER I.B.C. 3. GLAZING IN DOORS TO BE SAFETY GLAZING PER I.B.C. 4. FORCE OF ACCESSIBLIE EXIT DOORS SHALL NOT EXCEED 8.5 POUNDS AT EXTERIOR DOORS, AND 5 POUNDS AT SLIDING, FOLDING, INTERIOR SWING DOORS. APPLY SEALANT AROUND THE ENTIRE FRAME PERIMETER OF ALL EXTERIOR AND INTERIOR FRAMES. 5. SEALANT APPLICATION AT INTERIOR FRAMES SHALL CLOSE THE GAP BETWEEN THE WALL SURFACE AND THE FRAME, AND SHALL NOT CREATE A COVE. DOOR HANDLE HARDWARE TO BE "LEVER" TYPE TO MEET ADA REQUIREMENTS. EXTERIOR DOOR BUTTS TO HAVE NON- REMOVABLE PINS. GENERAL CONTRACTOR TO PROVIDE ALL LOCK SETS. KEYING SYSTEM AND CORES TO BE BY OWNER. PROVIDE MINIMUM (3) SILENCERS PER DOOR. 8. PROVIDE AND ISTALL 6" SQUARE INTERNATIONAL SYMBOL OF ACCESS SIGN ON THE DOOR 9. SIGNS TO BE CENTERED AT 60" A.F.F. PROVIDE ADA APPROVED HANDICAPPED THRESHOLD AT MAIN ENTRANCE AND ALL EXIT DOORS. 10. PROVIDE WALL STOPS AT ALL INTERIOR DOORS UNLESS NOTED OTHERWISE. 11. OPAQUE DOORS TO BE INSULATED w/ .06 U- FACTOR. 12. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUGH THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. ALL DOORS NOT LOCATED BY DIMENSIONS, PLANS OR DETAILS SHALL BE 6" FROM FACE OF STUD TO EDGE OF DOOR OPENING OR CENTERED BETWEEN ROOM PARTITIONS AS SHOWN UNLESS NOTED OTHEREWISE. 13. SEE SHEET G1.1 FOR ADA DOOR CLEARANCE REQUIREMENTS. DOOR AND FRAME ABBREVIATIONS AP: ARMOUR PLATE C: CLOSER HM: HOLLOW METAL KC: KEYCARD ENTRY L: LOCK PB: PUSHBAR PH: PANIC HARDWARE S: STAIN T: THRESHOLD WD: WOOD WS: WEATHER STRIPPED 9 kg)--37 10 11 IDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER 12TH AVE NE I SUITE 5 ,BELLEVUE, WA, 98004 € 42 .482 :200 I f 425,4832002 Nitilvann 2_ PERMIT SET 11.27.2012 RUSSEL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06/20/12 11/27/12 DESCRIPTION BID SET PERMIT SET 12.0006.01 PM: MARK SURYAN DRAWN BY: RH 08/21/12 DOOR AND WINDOW SCHEDULE A901 C:1Revit Projects\Revit 2012 \12000601- Tukwilla TI- Central- SD_RyanH.rvt 11/27/2012 10:03:24 AM 1 5/8" TYPE 'X' GWB EA. SIDE 3 5/8" METAL STUDS DOUBLE STUD AT JAMB HM FRAME (PAINTED) JAMB ANCHOR MIN 3 PER JAMB SEE SPECS 2 FACE OF INTERSECTING WALL 1/2" TYP 0 z D (HINGE SIDE) DOOR PER SCHEDULE 1 6" UNO HM DOOR JAMB SMOKE GASKET PER SCHEDULE SCALE: 3" = 1-0" SEALANT BOTH SIDES SLIDING PASS -THRU JAMB BEYOND PASS THRU WINDOW u 1' -0" GWB, TYPICAL ALUMINUM FRAME BY G.C. WINDOW AND SHELF • 3 R -21 BATT INSULATION 12" FLAT METAL PANEL w/ CONCEALED FASTENERS -r o/ 5/8" GYP. SHEATHING o/ 1/2" PLYWOOD SHEATHING LAMINATED TOP AND EDGES NO PLYWOOD SHELF 4" X 4" X 3/4" X1/8" STEEL BRACKETS AT EACH STUD MINIMUM 3 PER OPENING BLOCKING AT BRACKETS SCALE: 3" = HEAD JAMB EXISITING WALL SERVICE DOOR PER SCHEDULE EXISITING WALL WEATHER STRIP SERVICE DOOR PER SCHEDULE STEEL PLATE CHANNEL. INSTALL AT HEAD AND JAMBS, BY G.C. JAMB AT SERVICE DOOR SCALE: 3" =11-0" 4 GYPSUM BOARD HEADER FRAMING HM FRAME HEADER @ METAL WALL ASSEMBLY SCALE: 3" = EXTERIOR WALL PLAN ROLL UP DOOR HOUSING 16 FRONT ELEVATION ROLLING SERVICE DOOR SCALE: 3/8" =11-0" A902 5 HEADER PER STRUCTURAL WALL PER PLAN TRIM CASING DOOR PER SCHEDULE A. HEAD ti WALL PER PLAN TRIM CASING DOOR PER SCHEDULE B. JAMB 6 SHIM SPACE SHIM SPACE INTERIOR WOOD DOOR JAMB SCALE: 3" =1-0" 7 SEALANT OVER BACKER ROD PRE - FINISHED SHEET METAL DRIP EXTERIOR 8 EXISTING CONC. WALL SEALANT BOTH SIDES HOLLOW METAL FRAME 1 3/4" H.M. DOOR INTERIOR 8" THERMAL BARRIER SADDLE THRESHOLD HEAD JAMB SILL SIM. INTERIOR RELITE METAL FRAMED WALL PER PLAN - TYP. SEALANT ALL AROUND BOTHSIDES 1 3/4" ALUMINUM FRAME BY G.C.' 1" GLAZING BY G.C. 1 3/4" X 4 1/2" ALUMINUM FRAME BY G.C. SEALANT ALL AROUND BOTH SIDES DOUBLE STUDS AT JAMB 10 SCALE: 3" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER 11 moVIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 1110 112TH AVE. NE I SUITE BEL:LEV E, WA 98004 1:425:4632000 I f 425A63.2002 MuivannyG~2.com PERMIT SET 11.27.2012 RUSSEL H. HA77ARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in. any form or by any means without permission in writing from MulvannyG2 Architecture. A DATE 06/20/12 11/27/12 DESCRIPTION BID SET PERMIT SET 12.0006.01 PM: MARK SURYAN DRAWN BY: RH 09/06/12 DOOR AND WINDOW DETAILS A902 1 1 2 3 5 6 0 c, 00 • 0 EQUIPMENET LEGEND Key Value ITEM DESCRIPTION 036 010 `036 —E— 007 A702 1 12 A703 0 0 7 A703 036 A702 i 005 004 072 • AIL 036 `008 1,052 7 �J F036 — 0-6 H 001 036 1009 002 009 036 7 1 .I 8' WORK TABLE 009 I 036' F 036 074 CHECKING AREA LABELING AND PACKAGING AREA 009 009 036 002 : 009 I IMO QUARAN- I TINE 8 16 ( A705 13 9 DN 10 074 L-1036 `036 —1006 010 F 14 A7 004 005 072 DN n 074 10 miss, ?fdkt IV SUPPLY 036 007 072 INTAKE PHARM. F ORDER ENTRY (OE) 027 031 067 CONVENOR EL 1 031 BILLING 031 CYCLE FILL 067 — 027 067 031 [2027 052 CHECKING PHARMACIST 031 007 CYCLE FILL —1067 T 20 ( A705 T HOOD RECIEVING 067 031 067 PURCHASING PURCHASING ASSIST. 007 HOO7F 021 007 021 067 018 018 1018 ORAL DOSE' —d RECORDS RELEASED FINISHED PRODUCT OUTGOING • 018. 018 018 018 067 UPS COUNTER ®- LUI SHELVING 067 UNIVERSAL WASTE 018 018 1018 018 018 0 1018 4 071 RECEIVING DESK 070 1067 067 018 018 1018 018 ■ DN 067 DN EQUIPMENT PLAN 0,--.Y7 10 REVIEWED FOR PE COMPLIANCE APPROVED 1JAN 3 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER SCALE: 1/8" = 1' -0" 11 IDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA WA 98168 11101 TH AVE, NE SUITE i BELL V E,. WA I t 425.483.2000 f 625. 83:2002 Fvan fyG2_W 1 PERMIT SET 11.27.2012 RUSSEL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06/20/12 11/27/12 DESCRIPTION BID SET PERMIT SET 12.0006.01 PM: MARK SURYAN DRAWN BY: Author 08/15/12 EQUIPMENT PLAN 1D201 001 LAMINAR AIR FLOW HOOD - 6' S.I.O. 002 LAMINAR AIR FLOW HOOD - 8' S.I.O. 003 24" DIA DRUMS 004 GARB CART 005 GOWN BENCH 006 72" x 24" SUPPLY CART 007 REFRIGERATOR- SINGLE DOOR S.O.I.C. 008 REFRIGERATOR- DOUBLE DOOR S.O.I.C. 009 18 "x36" CART 010 SG -603A 018 WIRE RACKING S.O.I.C. 021 ADJUSTABLE HEIGHT WORK STATION 36 "X74" S.O.I.C. 025 MOBILE CART W/ 3 SHELVES 18 "x36" S.I.O. 026 WIRE SHELF ON WHEELS S.I.O. 027 HALF WIRE SHELF W/ CASTERS WORK STATION S.I.O.C. 031 OPEN WIRE SHELVING UNIT S.O.I.C. 036 SHELF TRUCK W/ SOLID GALV STEEL SHELVES S.I.O. 052 PYSIX CII SAFE S.O.I.C. 065 PASS THRU WINDOW S.O.I.C. 067 ADJUSTABLE HEIGHT WORK STATION 33 "X74" S.O.I.C. 070 VERTICLE FILING CABINET S.O.I.C. 071 48 "X48" PALLET S.O.I.C. 072 LOCKERS S.O.I.C. 073 PASS THRU REFRIGERANT S.O.I.C. 074 PASS THRU BASKET @ COUNTER HEIGHT S.O.I.C. 036 010 `036 —E— 007 A702 1 12 A703 0 0 7 A703 036 A702 i 005 004 072 • AIL 036 `008 1,052 7 �J F036 — 0-6 H 001 036 1009 002 009 036 7 1 .I 8' WORK TABLE 009 I 036' F 036 074 CHECKING AREA LABELING AND PACKAGING AREA 009 009 036 002 : 009 I IMO QUARAN- I TINE 8 16 ( A705 13 9 DN 10 074 L-1036 `036 —1006 010 F 14 A7 004 005 072 DN n 074 10 miss, ?fdkt IV SUPPLY 036 007 072 INTAKE PHARM. F ORDER ENTRY (OE) 027 031 067 CONVENOR EL 1 031 BILLING 031 CYCLE FILL 067 — 027 067 031 [2027 052 CHECKING PHARMACIST 031 007 CYCLE FILL —1067 T 20 ( A705 T HOOD RECIEVING 067 031 067 PURCHASING PURCHASING ASSIST. 007 HOO7F 021 007 021 067 018 018 1018 ORAL DOSE' —d RECORDS RELEASED FINISHED PRODUCT OUTGOING • 018. 018 018 018 067 UPS COUNTER ®- LUI SHELVING 067 UNIVERSAL WASTE 018 018 1018 018 018 0 1018 4 071 RECEIVING DESK 070 1067 067 018 018 1018 018 ■ DN 067 DN EQUIPMENT PLAN 0,--.Y7 10 REVIEWED FOR PE COMPLIANCE APPROVED 1JAN 3 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER SCALE: 1/8" = 1' -0" 11 IDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA WA 98168 11101 TH AVE, NE SUITE i BELL V E,. WA I t 425.483.2000 f 625. 83:2002 Fvan fyG2_W 1 PERMIT SET 11.27.2012 RUSSEL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06/20/12 11/27/12 DESCRIPTION BID SET PERMIT SET 12.0006.01 PM: MARK SURYAN DRAWN BY: Author 08/15/12 EQUIPMENT PLAN 1D201 C: \Revit Projects \Revit 2012 \12000601 - Tukwilla TI- Central- SD_RyanH.rvt 1/27/2012 10:03:48 AM 1 2 3 4 5 VCT -2 1' - 0" VCT -2 2' - 6" '/ REPEAT 6� 3' - 6" VCT -1 VCT -1 6 VCT -2 2' -6" REPEAT 7 8 9 10 11 rit'VIDENCE Health & Services VCT -3 PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 CARPET -1: DN 1110 112TH AVE. NE I SUITE BELLEVUE, WA 1 98004 1425.463.2000 I f 425,463.2002. P -3 ALL SIDES TY IROOM'100 CARPET= �._........ DN <LRulvannyc2.r PERMIT SET 11.27.2012 RUSSEL H. HAZZARD, ARCHITECT ROOM FINISH PLAN SCALE: 1" = 10' -0" FLOORING LEGEND CPT -1 CPT -1.2 VCT -1 - VCT -2 CPT -2 CPT -3 VCT -3 VCT -4 T -1 T -2 WM -1 POLY p a-376 REVIEWED FOR CODE COMPLIANCE '> APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION p RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06/20/12 11/27/12 DESCRIPTION BID SET PERMIT SET 12.0006.01 PM: MARK SURYAN DRAWN BY: Author. 08/24/12 ROOM FINISH PLAN 1D202 INTERIOR FINISH LEGEND NOTE DESCRIPTION MANUFACTURER/ DISTRIBUTOR PRODUCT COLOR /STYLE SIZE FINISH/ BACKING NOTES ACT -1 ACOUSTIC CEILING TILE ARMSTRONG CIRRUS SECOND LOOK 11 #513 WHITE /BEVEL TEGULAR 5/16" 2'x4'x3/4" FINE TEXTURE SCORING = NOMINAL 24 "x24" SQUARES ACT -2 ACOUSTIC CEILING TILE ARMSTRONG CIRRUS SECOND LOOK 111 #514 WHITE /ANGLE TEGULAR 5/16" 2'x4'x5/8" SCORING = 6" LINEAR PLANK CPT -1.1 CARPET TILE I TANDUS FAST LANE 03622 EVENING EDITION 63507 24 x 24 ER3 MODULAR INSTALL ASHLAR CPT -1.2 CARPET TILE TANDUS FAST LANE 03622 EVENING EDITION 63507 24 x 24 -- - ER3 MODULAR INSTALL QURTER TURN CPT -2 CARPET TILE TANDUS CHANGE 03747 VELVET UNDERGROUND 10812 18 x 36 ER3 MODULAR INSTALL ASHLAR CPT -3 CARPET TILE TANDUS FACTORY FLOOR 03746 VELVET UNDERGROUND 10812 24 x 24 ER3 MODULAR INSTALL ASHLAR FB -1 UPHOLSTERY FABRIC DESIGNTEX SPANDAU 3410 -802 BLACK 54" W 100% VINYL SEAT FABRIC FB -2 UPHOLSTERY FABRIC MAYER FABRICS ILLUSION ONYX LC270 -006 - 541rIN - -....... `. STATN-REPELLENTNYLON° " - .. " - - - _ - SEATBACK FABRIC. - ........ . — FB-3 UPHOLSTERY FABRIC HBF TEXTILES BEDROCK COPPER 883 -45 54" W CRYPTON GREEN SEAT BACK INSERT FABRIC P -1 FIELD PAINT SHERWIN WILLIAMS GRAY AREA SW 7052 EGGSHELL P -2 CEILING PAINT SHERWIN WILLIAMS PEARLY WHITE SW 7009 FLAT P -3 ACCENT PAINT SHERWIN WILLIAMS FIRED BRICK SW 6335 EGGSHELL P -4 ACCENT PAINT SHERWIN WILLIAMS TIGEREYE SW 6362 EGGSHELL P -5 ACCENT PAINT SHERWIN WILLIAMS WEB GRAY SW 7075 EGGSHELL P -6 MTL DOOR AND FRAME SHERWIN WILLIAMS WEB GRAY SW 7075 SEMI GLOSS ENAMEL P -7 POLYMER FLOOR PAINT SHERWIN WILLIAMS SILVER GRAY (56) STANDARD POLYMER PL -1 PLASTIC LAMINATE FORMICA STANDARD LAMINATE CHESTNUT WOODLINE 5884 -58 MATTE INSTALL WOODGRAIN HORIZONTAL PL -2 PLASTIC LAMINATE CHEMETAL STANDARD LAMINATE VENETIAN HORIZONTAL 227 INSTALL LINEAR PATTERN HORIZONTAL • PL -3 PLASTIC LAMINATE FORMICA STANDARD LAMINATE DOGBONE WHITE 5281 -58 r MATTE PL -4 PLASTIC LAMINATE FORMICA COLORCORE 2 BLACK 909 -90 GLOSS PROVIDE SEAMING DIAG. FOR APPROVAL PL -5 PLASTIC LAMINATE WILSONART PREMIUM AEON SKYLINE WALNUT 7964K -12 STANDARD INSTALL WOODGRAIN VERTICAL PL -6 PLASTIC LAMINATE FORMICA STANDARD LAMINATE GEO FOLKSTONE 5272 -58 MATTE PL -7 PLASTIC LAMINATE WILSONART PLASTIC LAMINATE TBD POLY 1 FLOORING 1 1 1 } 1 1 RB -1 1 RUBBER BASE 1 JOHNSONITE 1 4" COVE RUBBER BASE 1 CHARCOAL 20 1 1 MATTE 1 SS -1 SOLID SURFACE PENTAL PENTAL QUARTZ SEASHELL POLISHED BQ400P 2CM SLAB POLISHED SS -2 SOLID SURFACE PENTAL PENTAL QUARTZ COASTAL GREY BS124P 2CM SLAB POLISHED SS -3 SOLID SURFACE PENTAL PENTAL QUARTZ TBD POLISHED T -1 FLOOR TILE PENTAL STUDIO SILVER 12" x 24" .ZIGRINATO INSTALL RUNNING BOND T -2 FLOOR TILE PENTAL RIVER GRASS PAPYRUS FIELD 12" x 24" GLAZED INSTALL RUNNING BOND T -3 WALL TILE PENTAL SUBWAY WHITE 4" x 12" GLOSS INSTALL RUNNING BOND T -4 WALL TILE PENTAL CHICAGO STACKED MOSAIC FOG .6X6; 12X12 GLOSS INSTALL STACKED BOND T -5 WALL TILE PENTAL CHICAGO STACKED MOSAIC BISCOTTI .6X6; 12X12 GLOSS ; INSTALL STACKED BOND VCT -1 VINYL COMPOSITION TILE MANNINGTON . PROGRESSIONS PEWTER 55112 12 X 12 VCT -2 VINYL COMPOSITION TILE MANNINGTON PROGRESSIONS AUTUMN LEAF 55506 12 X 12 VCT -3 VINYL COMPOSITION TILE MANNINGTON PROGRESSIONS STONE GRAY 55102 12 X 12 VCT -4 STATIC DISSIPATIVE TILE ARMSTRONG STATIC DISSIPATIVE SDT FOSSIL GRAY 51956 12 X 12 f WM -1 WALK -OFF MAT MATS INC. SUPER NOP 52 LOGO BLACK 13' -2" W . DN <LRulvannyc2.r PERMIT SET 11.27.2012 RUSSEL H. HAZZARD, ARCHITECT ROOM FINISH PLAN SCALE: 1" = 10' -0" FLOORING LEGEND CPT -1 CPT -1.2 VCT -1 - VCT -2 CPT -2 CPT -3 VCT -3 VCT -4 T -1 T -2 WM -1 POLY p a-376 REVIEWED FOR CODE COMPLIANCE '> APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION p RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06/20/12 11/27/12 DESCRIPTION BID SET PERMIT SET 12.0006.01 PM: MARK SURYAN DRAWN BY: Author. 08/24/12 ROOM FINISH PLAN 1D202 H G C: \Revit Projects\ProvRx- S- davet.rvt 1/16/2013 4:44:04 PM E A 2 3 4 6 GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION. 1. DESCRIPTION Building Name & Site Location: Intergate East, Bldg 3 Providence T.I. - Tukwila, WA Building Dept. Contact — Mr. Allen Johnson, (206) 431 -3670 2. DESIGN CODE AND STANDARDS Applicable Code (Edition/Name) — 2009 International Building Code (IBC) Other documents referenced by these notes shall be the specific edition referenced by the building code specified above, or if not specified, shall be the latest edition. Code supplement & Date — see snow (rain factor) 3. DESIGN LOADS a. I. Roof Live Load II. Stab Live Load III. Platform Live Load b. Snow Load c. Seismic the sprinkler contractor. d. Wind Load See snow Toad 250 psf 10 psf at access only. Basic ground snow load— 25 psf Basic roof snow load 25 psf Importance factor —1.0, snow exposure factor —1.0 Drifting snow is not required in the design. Ss = 1.494, S1 = 0.515, 1 1.0, Site Class "D ", SDS = 0.996 SD1 = 0.515, Seismic Design Category = "D ". Basic Seismic Force - Resisting System(s) = SRCSW CS = 0.199, R = 5. Equivalent lateral force procedure was used. Mech. & Refrigeration unit Toads will be picked up at the point of the point of the units and transferred into the lateral system. Sprinkler lines will be braced to top of girders or top chord of steel truss, by Basic wind speed 85 (mph). Exposure B. Importance factor 1.0. Collateral loads were not included in uplift design. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. FOUNDATION & SLABS EXISTING FOUNDATION IS A 7 INCH STRUCTURAL SLAB ON 30 TON TIMBER PILES. PER SOILS REPORT #E -2579 DATED MAY 23, 1985 BY EARTH CONSULTANTS, INC. FOR A LIVE LOAD = 250 PSF. CONCRETE F'c =4000 PSI. 28 DAYS 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL CONCRETE SLABS. F'c =3000 PSI. @ 28 DAYS 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL OTHER. USE TYPE 1/11 CEMENT. FOR SPECIAL CONDITIONS ANOTHER TYPE CEMENT MAY BE REQUIRED. SUBMIT FOR APPROVAL. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE AC1 CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. MAXIMUM WATER/CEMENT RATIO = 0.49. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL HORIZONTAL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. LIMIT WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE SOILS 'WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS REQUIRED, CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF SUPER - PLASTICIZER AT THE CONCRETE PLANT. DO NOT USE FLY ASH OR OTHER, NON - PORTLAND CEMENT, CEMENTUOUS MATERIALS IN CONCRETE FOR THIS PROJECT. ACI 306R IS TO BE FOLLOWED FOR COLD WEATHER CONCRETING. THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST. TESTING LAB TO NOTIFY THE ARCHITECT IMMEDIATELY BY FAX AND PHONE OF ANY NONCOMPLIANCE. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy= 60,000 psi) LAP CONTINUOUS REINFORCING BARS 44 BAR DIAMETERS, 1' -10" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -10" BEND) TO BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INC FORMED SURFACES FORMED SURFACES SHOULD THE REINFORCING SUPPLIER AND /OR DE BOTH SIZES WITH THE IMPERIAL SIZE FIRST T SHOP DRAWINGS TO THE IMPERIAL SIZES VERIFY THAT ALL CONVERSIONS TO MET STRUCTURAL STEEL AND MISCELLANE � ALL WORK IN ACCORDANCE WITH "Al THE "CODE OF STANDARD PRACTICE ". WIDE FLANGE SHAPES OTHER SHAPES AND PLATES TUBE COLUMNS WELDHEAD STUDS ALL - THREAD MACHINE BOLTS HIGH STRENGTH BOLTS WEATHER & EARTH FACE INTERIOR FACE E TO US TIO E SO NS " #4/ #13" NO EX LY. IT WILL BE THE RES C SUPPLY AT LEAST THE SAM US STEEL C SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUI STRUCTURAL STEEL WELDING / FABRICATION SHALL BE DONE BY WABO CERTIFIED WELDERS: INCHES 3/4 INCHES METRIC, EACH AND EVERY REBAR CALLOUT M T BE INDICATED WITH A CONVERSION TABLE ALONE IS UNACCEPTABLE. W- WILL CHECK THE BILITY OF THE REINFORCING SUPPLIER AND THE GENE ° L CONTRACTOR TO AREA OF STEEL AS THE IMPERIAL. ASTM A -992 ASTM A -36 ASTM A -500, GRADE B ASTM A -108 ASTM F1554, GRADE 36 STM A -307 A.TM A -325N (U.N.O.) (Fy= 50,000 PSI) (Fy= 36,000 PSI) (Fy= 46,000 PSI) (Fy= 55,000 PSI) (Fy= 36,000 PSI) DINGS ", AND ALL STRUCTURAL STEEL BOLTED CONNECT *NS AT MECHANICAL PLATFORMS A ` ASTM A- 325 TYPE N CONNECTIO = -,RING 'E WITH THREA INCLUDED IN SHEAR PLANE. CONNECTIONS A NON -SLIP CRITICAL AND BOLT: NEED TO BE TIGHTENED "SNUG HT" ONL EPT AT FRAMES. AT MECHANICAL PLATFORM FRAMES PROVIDE A325 ► SLIP CRITICAL BOLTS ONNECTIONS PER SECTIONS 1 /S2 AND 4/S2.3. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A -325 B IN ACCO ICE WITH "SPECIFICATION FOR STRUC URAL JOINTS USING ASTM A325 OR A490 BOLTS" (11/13/85). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS. ALL W ZING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION ". WELDS NOT SPECIFIED SHALL BE 1/4 ", CONTINUOUS FILLET INIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELE TRADES. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. 7 8 MEZZANINE & PLATFORM FLOOR DECKING FLOOR DECKING TO BE 1 -1/2 VERCOR TYPE PLB -36, ASTM A446. GRADE A. G -60. ACCESS PLATFORM 22 GA. I= 0.175in4, S += 0.1871n3, S-= 0.198in3 9 CONNECT TO SUPPORTS WITH 5 PUDDLE WELDS PER SHEET ACROSS EACH SUPPORT & 24" O/C @ EDGES PARALLEL TO SPAN U.N.O. ON DETAILS OR #12 SCREWS. BUTTON PUNCH SIDLAPS @ 24" O /C. AT TYPICAL 3 -1/2" CONCRETE SLAB, PROVIDE 6X6 W1.4 X W1.4 WWF PLACED AT CENTERLINE OF CONCRETE DEPTH OVER DECK. (SEE SHEETS S2.3 & S2.4). LIGHT GAGE STEEL FRAMING AND DECKING (SEE DRAWINGS) SPRINKLER SUPPORT NOTES 1. THE FOLLOWING CRITERIA IS A MINIMUM LEVEL REQUIRED. THE FIRE PROTECTION DESIGNER/DRAWINGS MAY SET FORTH MORE STRINGENT REQUIREMENTS AT THEIR DISCRETION. 2. a. ; ALL SPRINKLER PIPE LARGER THAN 3" NOMINAL DIAMETER IS TO BE CONSIDERED A "MAIN" FOR THE PURPOSE OF THESE NOTES. b. THE BIDS FOR THE SPRINKLER ARE TO INCLUDE ALL HANGERS, BRACES, ETC., AND ACCOUNT FOR THE LOADS INDICATED. FIRE PROTECTION DESIGNER IS RESPONSIBLE FOR COORDINATING THEIR DESIGN WITH THE TYPE OF SUPPORTING MEMBERS TO BE USED FOR SUPPORT OF THEIR LINES. 3. a. ALL MAINS RUNNING PERPENDICULAR TO THE JOISTS ARE TO BE VERTICALLY SUPPORTED NO FARTHER APART THAN AT EVERY OTHER JOIST (I.E. 10 FEET). b. EACH JOIST THAT IS CROSSED BY A MAIN IS TO BE DESIGNED FOR THE VERTICAL SUPPORT LOAD BASED ON SUPPORTS AT EVERY OTHER JOIST. 4. ALL MAINS RUNNING PARALLEL TO THE JOISTS MUST BE: a. PLACED MID -WAY BETWEEN TWO JOISTS & BE TRAPEZED SO EACH JOIST SUPPORTS HALF THE LOAD. b. SUPPORTED AT 10' -0" O/C MAXIMUM. 5. USE THE FOLLOWINGS WEIGHTS FOR SPRINKLER VERTICAL SUPPORT DESIGN: PIPE WT. PER SIZE FOOT VERTICAL JOIST LOAD EXAMPLE: 8" 51# GIVEN: 8" DIAMETER MAIN TRUSSES @ 5' O/C 6" 32# FIND: JOIST DESIGN LOAD 5" 24# SOLN: 51 # /FT X 10' = 510# 4" 17# ADDN'L PER NFPA #13 = 250# 3-1/2" 14# 760 # /HG R ALL HANGERS TO BE DESIGNED, SUPPLIED & INSTALLED BY THE SPRINKLER SUPPLIER. 6. SPRINKLER LATERAL SWAY BRACING, FOR SEISMIC DESIGN CATEGORY D (AT 90 DEGREES TO 2 -1/2" NOM. DIA. & LARGER PIPE) TO BE: a. SPACED A MAXIMUM OF 40 FT. OR AS ALLOWED BY N.F.P.A. #13. b. BRACED FROM THE MAIN TO A ROOF STRUCTURAL MEMBER WITH CONNECTIONS DESIGNED & INSTALLED BY THE SPRINKLER SUPPLIER. c. DESIGNED FOR A LATERAL LOAD OF THE WEIGHT PER FOOT OF WATER FILLED PIPE TIMES THE SWAY BRACE SPACING, PLUS THE WEIGHT OF TRIBUTARY BRANCH LINE WATER FILLED PIPE. d. CROSS MAIN BRACING MUST BE ADEQUATELY FASTENED TO THE MAIN FRAME BEAMS. 7. THE SPRINKLER DESIGNER IS TO PROVIDE THE CONTRACTOR, ARCHITECT, ENW & THE ROOF SUPPLIER WITH LOCATIONS AND DETAILS OF HANGER AND SWAY BRACE ATTACHMENTS WITH THEIR DESIGN LOADS, SO THESE LOADS CAN BE DESIGNED INTO THE JOISTS, ETC. 8. THE SPRINKLER CONTRACTOR/DESIGNER SHALL SUBMIT: a. PLAN WITH LOCATIONS AND LOADS OF ALL HANGERS. b. DETAILS AND CAPACITIES OF ALL HANGERS USED. 9. SPRINKLER DESIGNER TO PROVIDE & INSTALL ADDITIONAL BRACES TO TAKE THE SWAY BRACE LOAD FROM THE SWAY BRACE INTO THE ROOF LATERAL RESISTING SYSTEM. SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED BY THE LOCAL BUILDING DEPARTMENT. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH. SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE DRAWINGS. CHECK FOR REQUIRED COVER, SIZE, SPACING, LAP AND GRADE. SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF REINFORCING STEEL. CONCRETE ANCHORS & ANCHOR BOLTS: WELDING: ALL FIELD INSTALLATION OF CONCRETE ANCHORS & ANCHOR BOLTS ARE TO BE IN ACCORDANCE WITH CODE APPROVAL AND REQUIRE SPECIAL INSPECTION. (CONCRETE ANCHORS INCLUDE DRILLED IN ANCHORS & EPDXY ANCHORS IF SHOWN ON THESE DRAWINGS). SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING. INSPECT ALL FIELD WELDING - VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. SHOP DR AWINGS SUBMIT 4 SETS OF PRINTS (U.N.O. BY ARCHITECT) OR ELECTRONIC PDF FILES, OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL AND REINFORCING STEEL. WHEN SHOP DRAWING SUPPLIER MAKES A CHANGE FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED: CHANGES NOT FLAGGED AND CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING COMMENTED ON IN THE SHOP DRAWING REVIEW PROCESS. THE SUPPLIER OF THE ITEM CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR CHANGING THE ITEM BACK TO AGREE WITH THESE DRAWINGS AT NO COST TO THE OWNER AT E.N.W.'S OPTION. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR REVIEW PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. SEE DETAILS ON DRAWING S5.1 FOR SUPPORTING LOADS FROM ROOF JOISTS. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL FOR PLAN CHECK REGARDING THE DESIGN OF THESE DETAILS, IT IS THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS ARCH. BAL. B. OR BOT. BTWN. BLDG. BRG. C.I.P. C.J. CL CLR. CMU COL. CONC. C.S.J. EA. E.E. E.F. E.J. EL. OR ELEV. E.N.W. OR ENW EQ. E.S. E.W. F.O.C. F.O.S F.O.W. FTG. GA. GALV. G.W.B. H. OR HORIZ. I.B.C. I.C.C. I.F INC. ARCHITECT BALANCE BOTTOM BETWEEN BUILDING BEARING CAST IN PLACE CONSTRUCTION JOINT CENTERLINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CLOSURE STRIP JOINT EACH EACH END EACH FACE EXPANSION JOINT ELEVATION ENGINEERS NORTHWEST EQUAL EACH SIDE EACH WAY FACE OF CONCRETE FACE OF STUD FACE OF WALL FOOTING GAGE HOT DIP GALVANIZED GYPSUM WALL BOARD HORIZONTAL INTERNATIONAL BUILDING CODE INTERNATIONAL CODE COUNCIL INSIDE FACE INCLUDING K L.W. M.B.S. N.F. N.T.S oc O.F. O.S. O.T.O. PL REINF. REM. R.O. SECT SIM. S.J. STL. SW SYMM. T. T.O.B T.O.F T.O.S T.O.W. TYP. U.N.O. V.E.F. VERT V.F.F. VFY. V.I.F V.N.F V.O.F W.A.B.O. w/ w/o W.H.S. KIP (1000 POUNDS) LONG WAY METAL BLDG SUPPLIER NEAR FACE NOT TO SCALE ON CENTER OUTSIDE FACE OUTSIDE OUT TO OUT PLATE REINFORCING REMAINDER ROUGH OPENING SECTIONS SIMILAR SHRINKAGE JOINT STEEL SHEARWALL SYMMETRICAL TOP TOP OF BEAM TOP OF FOOTING TOP OF STEEL TOP OF SLAB TOP OF WALL TYPICAL AT ALL SIMILAR PLACES UNLESS NOTED OTHERWISE VERTICAL EACH FACE VERTICAL VERTICAL FAR FACE VERIFY VERTICAL INSIDE FACE VERTICAL NEAR FACE VERTICAL OUTSIDE FACE WASHINGTON ASSOC. OF BUILDING OFFICIALS WITH WITH OUT WELD HEAD STUD AT 37 � 10 t 11 P '_ - IDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 124TH PL. BUILDING #3 TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 6 2013 PERMIT CENTER 1110112TH AVE.. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000` I f 425 463 2002 MulvannyG2.com 1 STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525 -7560, Fax: (206)522 -6698 www.engineersnw.com ®Engineers North r' =st INC P.S.: All rights reserved. o part of this document may be reproduced in any form or by any means without permission in writing from Engineers Northwest, DATE 1 Date 1 DESCRIPTION Revision 1 12 -21 -12 11 -26 -12 CONSTRUCTION SET PERMIT SUBMITTAL Project Number : 01038011 Engineer: D. LAKE DRAWN BY: D. TALOA 11/05/12 GENERAL NOTES & SPECIAL INSPECTION S0.1 C:\LUIS REVIT PROJECTS\ ProvidenceRX\ProvRx- S- Luism.rvt 1 1 /26/2012 3:53:33 PM H G D C B A 1 T N co N co N SEE STRONGBACK ELEVATION 5/S7. 2 4.4 3 4 5 220' - 0" 6 7 9 20' - 0" 16' -0" 24' -0" 24' -0" 12' -0" 24' -0" 24' - 0" 12' -0" 24' -0" 24' - 0" 12' -0" 24' - 0" 17 CP LZ%J 17 7 L ) L Elevation @ Grid 4. LJ L J L J L J 17 7 S7.1 tj L L LIJ LIJ LQJ LIJ r L J L )J L J EL( Ti LJ L J ✓ 1 LIJ L LIJ L LIJ L J LJ FLJ LJ LJ LJ LJ L )J L a\\ / �a \v- NO. FL / I L4J LIJ LIJ L LIJ LIJ A +0+. co co by icks LIJ E LIJ LIJ L'IJ LJ A +0 +I eszs LJ LJ LJ LJ LJ LJ r �) LIJ L J L LIJ (0 A- +0+, eszs J LJ L J LIJ LIJ L L LJ Lf r L L J f 1 EXISTING 7" STRUCTURAL SLAB SUPPORTED ON 35 TON TIMBER `PILES ORIGINAL L.L. 250PSF EL )J1 LJ LJ LJ LJ L J L J /1 LIJ LIJ LIJ ( L r L L LIJ L'J f LIJ r A +0 �1r coco L�J L'J LIJ ( L L L L4J LIJ L J L J L J L J L J LJ L J LJ LIJ LIJ 7 L LJ L J LJ LJ L J L J L )J - Elevation @ Grid A ese LJ E rl LIJ L J LJ LJ c) o N LIJ L4J LIJ L r L JE ( LQJ LIJ r ti, se 54 eszs L'IJ LIJ r )7 LIJ LIJ LIJ LIJ ✓ i A L L LJ LJ LJ L J L J 17 7 L J L J LJ LJ 17 7 L J EL( Ti S;.1 T ' 0 -r- SEE STRONGBACK ELEVATION 2IS7!1 r co co L'J L 16' -0" 24' - 0" 24' - 0" 12' -0" 24' -0" 24' - 0" 12' -0" 24' - 0" 24' - 0" 12' -0" 24' -0" 220' - 0" SPANDREAL ABOVE Elevation @ Grid G S7.1 (EXIST. 8" STRUCTURAL SLAB) ( ) I( S7.1 Elevation @ Grid H 20' -0" ( } T T N N N N T— 190' - 0 1/4" o� 10 OVIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. TUKWILA, WA 98168 1110 112TH AVE. NE SUITE 500 BELLEVUE WA 98004 t 425 463 2000 f 425463 2002 MulvannyG2.com STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525-7560, Fax: (206)522-6698 Engineers Northwest INC P.S.: All rights reserved. No part of this document may be reproduced in any form or by any means without pennission in writing from Engineers Northwest. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION 4.7 ;FOUNDATION PLAN 4� 14 U tk 3079 RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER A DATE DESCRIPTION 11-26-12 PERMIT SUBMITTAL Project Number : 01038011 Engineer: D. LAKE DRAWN BY: D. TALOA 11/01/12 FOUNDATION PLAN S1.1 C: \LUIS REVIT PROJECTS \P rovidenceRX\ProvRx- S- Luism.rvt 11/26/2012 3:53:34 PM 1 G 2 3 3.6 4 3 5 6 2 7 1. 8 -rD 9 4� 3 2 1.6) (1. "ROOF FRAMING PLAN co 1- N 10 REVIEWED FOR ODE COMPLIANCE APPROV D JAN 3 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER 11 '7 ©1DENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. TUKWILA, WA 98168 1110112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425.463.2002 MulvannyG2.com STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525 -7560, Fax: (206)522 -6698 www.engineersnw.com A ® Engineers Northwest INC P.S.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Engineers Northwest. DATE DESCRIPTION 11 -26 -12 PERMIT SUBMITTAL Project Number : 01038011 Engineer: D. LAKE DRAWN BY: LUIS MARTINEZ 11/05/12 ROOF FRAMING PLAN S2.1 — 220' - 0" — 16' -0" 24' -0" 24' -0" 12 -0" .. 24' -0" ►r 24' -0" -t 12' -0" [ 26' - 5" ] 0" 24' -0" I' 12' -0" 24' -0" r ..� ►-� r EXIST. t.. 1.1 - - - - - - --f - - - - - -- - - - -- - - - -- - -- - -- - - - -f -- -- -- - -►- I -- -- - I-- 27' -21/8" 26' 5" I I C10X15.3 C10X15.3 1 C10X15.3 1 I - _[ ]- -_ r 0 T U I 1 I I I I I 1 I I 1 I I I I I I I I I J II co II II U 11 C10X15.3 C10X15.3 1 I I 1300 I 8110" co (E) 1/2' DECKING PLYWOOD 1 1 I co " ' T T I U I I I I I I co Cii RTU -7 I( 1 17 1 ® 0 \ 1 1 RTU -10 (E) 8.75)(33 _ I 1 I (E) 6.75x30 GLB (E) 8.75x36 GLB 20 co r N — – – – – – — – — – – – – — – — – – — – – _ - - - - ::° GLB 0 – " - Zo 1 Q9 CO LO U) X- O _ U 1300 LB CO tf) O M tri X.- U . I RTU-6 1 I co tri r r U 800 : I M Ld _ RTU -9 1 co r 0 U 1 1 1 I 1 1 1 800 LB I I I I I , I M 1 ui M tci I C9 t1) EF-8 4 I to Ch to o U a'sa�LB 1 I 11 I I I E 8.75x30 = 1 SUSPENDED CEILING OUTLINE, TYP. I I I I I I O 1 — — -- -- ° - —= EF 1 GLB (E) 8.75x34.5 GLB Boni 27' - 1 3/4" l cci X o U \ C10X15.3 i X o U C10X15.3 1 C10X15.3 (E) 6x16 PURLINS C�3 8' -0" oc C10X15.3 co - IMI. co Lci o a RTU-4 RTU -5 RTU -16 1 05.1 R(in I B' I C10X15.3 °o co V. EXISFYT. 1 as LB I I MP ' 1 1 1 1 1 1 to (E) 8.75x37.5 mil I RTU -14 75x30 • =i __- GLB GLB , l�� (E) 8 • i 27' - 1 3/4" ■ ' I ■ - tr) T 0 U WI td T 0 U MN �i T 0 U cri T 0 U III C) 1 Sri T Xo U 0, 1 I 1 1 co - EN (E) 6x16 PURLINS l� 8' -0" oc 1 1 1 RTU -3 800 LB I I i✓ 1 I I 1 :n T xo U 1 1 1 1 1 1 1 �r) r RTU -1 0 1400 LB U TYP. @ 4 CHANNELS (E) 8.75x30 GLB I I I 1 1 (E) 8.75x34.5 GLB I 1 p ; 1 d co T I. N ■■ (E) 8.75x37.5 1 � -- J ui T T U c o Lo T T U r w (E) 6x16 PURLINS 8' -0" oc O • 1 1 x U 1 tr% X 0 T U co ui X 0 T U :c) X 0 � 01 LB 1 0 o 2 Z.-.) • S5.1 RTU -15 I I I VFY. I 1 1200 LB I I I �'[I I I I I 7 I (E) 8.75x30 GLB (E) 8.75x37.5 GLB S5.1 1 I 1 I I 1 . • GLB [ I I I I • RTU -12 �I (E)8.75x34.5GLB - - - -- ©_o 4 - - - - - - - - - - - - I T co 2 o U cl T _o U ` ■' ■ I I I (E) 6x16 PURLINS C� 8' -0" oc RTU -11 27' - 1 3/4" Lc) T U I 1200 LB S5.1 VFY. EXIST. 1 I 1 1 1 (E) 1 1600 LB I� RTU -17 I I I 1 1 _ 1 1 C ® 1 1 G) 1 RTU -13 12001113 8.75x37.5 GLB (E) 8.75x37.5 GLB (E) 8.75x30 GLB • (E) 8.75x34.5 GLB ) d` co T CV L - - -- - MN • 0 (E) 6x16 PURLINS 8' -0" oc 150 LB 1 1 1 1 1 I I I I I I I CV 4) 2x12 (E) 1 1 I w © 16" oc N _ I 1 I I I 1 1 1 A A I I 1 I V '►/ V 8.75x37.5 GLB (E) 8.75x37.5 GLB l (E) 8.75x30 GLB (E) 8.75x34.5 GLB a )- �(E) I _ H = e ❑ II o - - r-- ---- -I /F 16' -0" I 24' -0" I 24' -0" 12 - 0" 24' -0" 24' -0" 12' -0" I 24' -0" 1 24' -0" 12' -0" 24' -0" 220' - 0" i 1 1 1 __ __ __ I 1 __ __ 1 ..1 1 1 ..► 2% .14"; 4� 3 2 1.6) (1. "ROOF FRAMING PLAN co 1- N 10 REVIEWED FOR ODE COMPLIANCE APPROV D JAN 3 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER 11 '7 ©1DENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. TUKWILA, WA 98168 1110112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425.463.2002 MulvannyG2.com STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525 -7560, Fax: (206)522 -6698 www.engineersnw.com A ® Engineers Northwest INC P.S.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Engineers Northwest. DATE DESCRIPTION 11 -26 -12 PERMIT SUBMITTAL Project Number : 01038011 Engineer: D. LAKE DRAWN BY: LUIS MARTINEZ 11/05/12 ROOF FRAMING PLAN S2.1 C: \LUIS REVIT PROJECTS\ ProvidenceRX\ProvRx -S- Luism.rvt 11726/2012 3:53:35 PM (AI 1 (D (G) NO STL. DECK AT CEILING BRACING LOCATIONS 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 12' -10 5/8" NO STL. DECK AT CEILING BRACING LOCATIONS { 1 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 12' -10 5/8" / 4J NO STL. DECK AT CEILING BRACING LOCATIONS 1 / 3�' 1 X2.6 u�.4) I =1 1 11 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 10'-0 1 /8" =1 ICI rc 1000S162 -54 @ 16" oc 22GA. 1 1/2" TYPE BI ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 9' -0 1/8" 1 1 vJ 101 1 00S162 -54 61 " oc 1 lad JAI 11' 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 12' -10 5/8" 1 I 1000 1000S 62 -54 1 @ 16" oc11 d 11= 16" oc II LJ 1 1 r 1 y 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 9' -0 1/8" 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 10' -0 1/8" HDR. B -2 ICI 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 10' -0 1/8" SPREAD JOISTS AT HEPA FILTER MOUNTS DBL. JST. TYP. @ OPNGS. J L 11 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 11' -1 5/8" $21 Ig1 I el :1000S 62 -54 J 1 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 9' -0 1/8" JJ HEPA FILTER MOUNTS 26 /PLCS. ail N 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 8' -10 5/8" 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 9' -0 1/8" H T DBL. JST. 1j_ / ICI "10008162 -54 / @ 48" oc / 8" CONC. VAULT CEILING @ 12-0" 1 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 8' -10 5/8" -0 220A. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 9' -0 1/8" -0- -0 -0-- ,,CEILING FRAMING PLAN 36 24 II I 1 I I I I Ii I I i LIM -.- a C a NO STL. DECK AT CEILING BRACING LOCATIONS n 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 12-10 5/8" BDD u 1 (A) IV REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDIN 1 !VISION b378 NOTES: 1.) SEE DETAIL 1/S6.2 FOR TYPICAL FRAMING DETAILS. (U.N.O.) 2.) DO NOT HAVE STORAGE OF ANY KIND ON DECKING. 3.) WHERE "HILT!" BRAND ADHESIVE ANCHORS ARE CALLED OUT DO NOT SUBSTITUTE OTHER BRAND ANCHORS WITHOUT WRITTEN APPROVAL OF E.N.W. NOTE: ONLY ANCHORS WITH CURRENT CODE APPROVED VALUES WILL BE CONSIDERED. 4.) WHERE BERAING WALLS SUPPORT JOISTS @ 16 "oc SPACE THE STUDS @ 16 "oc DIRECTLY BELOW JOISTS. WHERE BEARING WALLS SUPPORT JOISTS @ 24 "oc OR 48 "oc SPACE THE STUDS @ 24 "oc DIRECTLY BELOW JOISTS. WHERE WALLS ARE PARALLEL TO JOISTS SPACE THE STUDS 24 "oc SEAT STUD WEBS TIGHT TO WEB OF TOP & BOTTOM TRACKS, TYP. 5.) PROVIDE JOIST BLOCKING/BRACING PER DETAIL 1/S6.2. SEE "JOIST BRACING SCHEDULE" THIS SHEET. 6.) X- BRACES SHOWN THUS: >< & NOTED AS 0 ARE PER ELEVATION 2/S6.2 & WALL BRACING SCHEDULE. 7.) BLOCKING OVER INTERIOR WALL NOT REQUIRED. (REF. 1/S6.2) SEE PLAN FOR LOCATION. 8.) CEILING STRAPS SHOWN THUS: > < & AS NOTED 0 SEE "CEILING BRACING SCHEDULE BRACING SCHEDULE" FOR SIZE THIS SHEET. H RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER ROVIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. TUKWILA, WA 98168 pulp!'" 1110112TH AVE. NE J SUITE 500' BELLEVUE, WA 1 98004. t 425 463 2000 1 f 425 463 2002 MulvartrfyGjimmuimm ' STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525 -7560, Fax: (206)522 -6698 www.engineersnw.com m Engineers Northwest INC P.S.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Engineers Northwest. A DATE DESC RIPTION 11 -26 -12 PERMIT SUBMITTAL Project Number : 01038011 Engineer: D. LAKE DRAWN BY: L. MARTINEZ 11/08/12 CEILING FRAMING PLAN S3.1 C:\LUIS REVIT PROJECTS \ProvidenceRX\ProvRx- S- Luismsvt =11/26/2012 3:53:36 PM PLATE 1/4 "x8 "x1' -8" E.S. w/ 2- 3/4" DIA. THRU BOLTS 3/4" BRG. PLATE COL. PER PLAN EXISITNG G.L.B. & PURLINS 1' -8" 1 1/2" TYP. 1/4 1/4 V 1_ CENTERLINE 1 1/2" TYP. 3/4" BASE PLATE w/ 4- 3/4" DIA. HILTI KH -EZ (EMBED 6 ") PER I.O.C. REPORT ESR -3027 0' -0" 3/4" NON - SHRINK cc 0 SECTION 111 —III -111- 11 1=111=111 III — III —III 111111111111111f1 POST DURABLE SIGNAGE ON LID "NO STORAGE" 2- #4 CONT. 2' -0" #4 N 1-051) ALT. VERT. DWL. BARS (20 "oc) EQ. 3/4" = 1' -0" #4 N r@ 6 "oc . •4 • • A EQ. @ OPENINGS ADD 2- #5 V. (1 E.F.) & 1- #7 HORZ. EXTEND 2' -0" BEYOND OPNG. EA. SIDE #4 x 2' -0" VERT. DWL. @ 12 "oc w/ HILTI RE -500 EPDXY (EMBED 4 ") 4 0 ❑ w m 2 w 0 J O tz J 0 8" C.I.P. w/ #4 @ 6 "oc E.W. EXIST. 7" STRUCTURAL SLAB f III —III —I 11- /j IiIIIlt11111111 SECTION 3/4" = 1' -0" BAL. PER SECTION 1 3/4" BASE PLATE w/ 1" DIA. HILTI RE -500 (EMBED 8 ") 0' -0" 01 -0" 11-0" DIA. ALL - THREAD TO BASE PL 8" 1 SECTION V I 11 -1 1 1 -1 1 1— 1111111111111111 3/4" = VARIES VERIFY NEW EXIST. 3' -3" MIN. CHIP CONC. 6" BACK TO EXPOSE REBAR SAWCUT FOR CLEAN LINE. CUT ALL REBAR REBAR TOP & BOT. TO MATCH EXIST. 0' -0" NOTE: NEVER SAW -CUT WITHIN 3' -3" OF ANY PILE CENTERLINE WITHOUT WRITTEN AUTHORIZATION FROM BOTH ENW & MG2. SAWCUT 1 ROUGHEN SURFACE (1/4" MIN. AMPLITUDE) DO NOT DAMAGE REBAR STRUCTURAL SLAB >. d n A C D a .D • 11I- 111 -111- 111=111=1111: e III -1 1 1 —I 1 lil{ I l lilt l hill l D DAYTON D -250 BAR -LOCK "L" SERIES COUPLER MATCH REBAR SIZE. INSTALL PER ICBO REPORT ER -5064 SPECIAL INSPECTION IS REQUIRED. TYP. PATCH @ PLUMBING CUT OUT t-- SECTION 8' -0" 3/4" = 1' -0" CENTERLINE NEAREST PILE EXIST. GLB'S TO REMAIN 8 DEMO EXIST. P.C. PNL. OPNG. PER ARCH CV 9 4' -0" NEW STRONGBACK BEYOND GRIND ENTRY SLOPE INTO EXIST. 7" STRUCTURAL SLAB THUS: EQ. EQ. SECTION III- III -III- 1111111�11lI1�11 EXISTING 7" STRUCTURAL SLAB EXISTING G.L.B. EXISTING PILE WHERE OCCURS 3/4" = 1' -0" 8' -0" i [0' -0") // // T REMOVE EXISTING MEZZANINE FRAMING NEW HSS 7x7x1/4 NEW HSS 7x7x1/4 REMOVE EXISTING MEZZANINE FRAMING REMOVE EXISTING COLS. AND REPLACE w/ NEW FULL HEIGHT COLUMNS TO SUPPORT EXIST. ROOF. CONCRETE STRUCTURAL SLAB ON PILES TO REMAIN 1 I11 I —f —II1; fill 11-111-111=11 1 i11 =111 17-=-1117-111=111=111=11E1_ 11111 1 I f= 1 j_ 111 —' 11= 111 - 111 -111 TYPICAL 60' BAY INTERIOR ELEVATION 3/16" = 1' -0" 00 =11 =111 I!1 10 11 tPROVIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. TUKWILA, WA 98168 1110112TH AVE NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425.463.2002 MulvanrlyG2.com I. STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525 -7560, Fax: (206)522 -6698 www.engineersnw.com ® Engineers Northwest INC P.S.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Engineers Northwest. DATE DESCRIPTION REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION 378 RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER 11 -26 -12 PERMIT SUBMITTAL Project Number : 01038011 Engineer: D. LAKE DRAWN BY: D. TALOA 11/02/12 FOUNDATION SECTIONS S4.1 C: \LUIS REVIT PROJECTS\ ProvidenceRX\ProvRx -S- Luism.rvt -11/g6/2012 3:53:36 PM H D 5/8" DIA. THREAD ROD EPDXY ANCHOR w/ HILTI HIT RE -500 SD ADHESIVE (EMBED 4 ") EXISTING P.C. PANEL & DIAGONAL WALL EXISTING PURLIN @ 8' -0 "oc SECTION _co NEW INSULATION ROOFING PACKAGE 3/4" =1' -0" EXIST. 2x STIFFENERS CEILING SUPPORT ANGLE 5x3x1/4 x0' -3" w/ 1 1/2" DIA. THREADED ROD w/ DOUBLE NUT TOP & BOT. w/ 2- 3/4" DIA. LAG BOLT EMBED 4" w/ 1/2" DIA. LEAD HOLE TYP. FRMG. BEGINS CL SECTION CHANNEL PER 6x16 REINF. DTL. 4/S5.1 w/ 3/4" DIAMETER THRU -BOLTS EXIST. 6x16 @ 8' -0 "oc INTERMEDIATE JOINT FRAMING @ 4' -0 "oc i rt 3/4" = 1' -0" 1/2" DIAMETER ALL THREAD @ 8' -0 "oc EA. WAY [PER PLAN] 4x @ MECH. UNIT SEE PLAN 8' 0" TYP. 6' -0" MAX. CAST 5/8" DIA. THREAD ROD EPDXY ANCHOR w/ HILTI HIT RE -500 SD ADHESIVE (EMBED 4 ") EXISTING P.C. PANEL SECTION BUILT -UP CANTILEVERS 2- 600S162 -43 (18GA.) FRAMES @ 8' -0 "oc EA. WAY @ OUTRIGGER EDGES 3/4" = 1' -0" & DIAGONAL WALL SIMPSON U HANGER, TYP. EXISTING 2x4 STIFF. @ 24 "oc CSMT16 x 4' -4" @ WALL ANCHOR LOC. w/27- 16d SINKERS EA. SIDE OF PURLIN c+) NEW 4x8 D.F. #2 PER PLAN NAIL TO EXIST. STIFFENER w/ 10d @ 6 "oc STAGGERED, TYP. NEW HIT 4 @: EACH NEW 4x8 SECTION 25' -0" EXIST. PURLIN 4x4 BLKG. @ STRAP LOCATION 3/4" = 1' -0" EQ. GL CL / / / / / /// X 0 CHANNEL PER 6x16 REINF. DTL. w/ 4- 3/4" DIA. THRU -BOLTS EA. END & 2' -0 "oc INTERMED. STAGGERED RADIUSED RIM FRAME B'TWN. CANTILEVERS 2' -0 "oc STAGGER, 2' -0" 3" 2" CV CL 1 1/2" CL CL 6" 1 1/2" SECTION IM • KOWA ham\ SIM BMW MON \MN C20 3/4" =1-0" EXIST. 6x16 5x3x1/4" x 0' -9" w/ 2- 3/4 "0 THRU -BOLTS EA. END EXIST. GLB 5/8" DIAMETER THREAD ROD PER 2/S2 EXISTING G.L.B. 0 T EXISTING P.C. PANEL SECTION NEW HTT -4 ONE SIDE @ EACH G.L.B. NAIL PLYWOOD TO MEMBERS ALL AROUND OPENING w /2- ROWS 10d COMMON @ 6 "oc EACH ROW 3/4" = 1' -0" 8 E 25' -0" 9 MECHANICAL UNIT. PER PLAN METAL CURB BY MFR. PLACE FLUSH w/ FACE OF GLB EXIST. PLYWOOD 3" 1 1/2" qo 0 4x6 DF #2 w/ SIMPSON U46 HANGERS EA. END. FLUSH 4x8 w/ INSIDE FACE OF CURB EXIST. 6x16 GLB PURLIN (REINFORCED PER 4/S5.1) SECTION 3/4" = 1' -0" EXIST. GLB EXIST. 6x16 PURLIN @ 8 "oc w • • • • EXIST. GLB ADD C10x15.3 x 25' -0" C'TRD. ON SPAN TIGHT TO @ 2x'S OR 4x'S @ MECH. UNITS • 6/S5.1 6x16 REINFORCEMENT DETAIL 00 00 NEW HCSTR2 CTR'D. ON JOINT EACH SIDE @ HINGE CONNECTION 1/4" = 1' -0" (0 0 0 0 11 11 11 11 u EXIST. GLB PER PLAN SECTION 10 11 77©!UDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. TUKWILA, WA 98168 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525 -7560, Fax: (206)522 -6698 www.engineersnw.com ©Engineers Northwest INC P.S.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Engineers Northwest. A DATE DESCRIPTION REVIEWED FOR CODE COMPLIANCE I APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER 11 -26 -12 PERMIT SUBMITTAL Project Number : 01038011 Engineer: D. LAKE DRAWN BY: D. TALOA 11/05/12 ROOF FRAMING SECTIONS S5.1 C: \LUIS REVIT PROJECTS\ ProvidenceRX\ProvRx -S- Luism.rvt 11/26/2012 3:53:37 PM 1 DEFL. TRACK ABOVE @ ROOF PER TYP. SECTS. [PER PLAN] CONT. 16GA. TRACK w/ #8 T. &B., EACH JOIST 358 S162 -54 @ 16 "oc ALIGN w/ JOISTS w/ 2- #8 EACH END TO TRACK 2 s STEEL JOIST PER PLAN B- DECK PER PLAN M- /A s MI EXIST. 7" STRUCTURAL SLAB 0' -0" SHEATHING PER ARCH. CONT. 160A. TRACK w/ 0.177" DIA. x 1 1/2" HILTI DS37P10 DRIVE PINS @ 16 "oc SECTION 3/4" =11-0" 3 4 5 6 THICKNESS OF STEEL COMPONENTS 1 GAUGE DESIGN THICKNESS MINIMUM 2 THICKNESS 22 .0283 .0269 20 .0346 .0329 18 .0451 .0428 16 .0566 .0538 14 .0713 .0677 12 .1017 .0966 10 .1240 .1265 NOTE: 1.) UNCOATED STEEL THICKNESS. THICKNESS IS FOR CARBON SHEET STEEL. 2.) MINIMUM THICKNESS REPRESENTS 95% OF DESIGN THICKNESS AND IS THE MINIMUM ACCEPTABLE THICKNESS DELIVERED TO THE JOB SITE BASED ON SECTION A3.4 OF THE 1986 A.I.S.I. CODE. JOIST BRACING SCHEDULE JOIST SPAN TOP AND BOTTOM FLANGE BRACING UP TO AND INCLUDING 10' NONE 10' UP TO AND INCLUDING 14' ONE ROW AT MID -SPAN 14' UP TO AND INCLUDING 18' TWO ROWS AT THIRD SPANS 18' UP TO AND INCLUDING 25' THREE ROWS AT QUARTERS SPANS NOTE: 1.) FOR ALTERNATE TO STRAP BRACING USE 1 1/2" CRC ON TOP OF JOIST. FASTEN TO EA. JOIST w/ 2- SCREWS. 2.) SPACE BRACING AS NOTED ABOVE EXCEPT WHEN NOTED OTHERWISE ON PLANS. 3.) SEE SECT. 1/S6.2 FOR DETAILS AND EXCEPTIONS. CEILING BRACING SCHEDULE MARK STRAP /CRC (50 k.s.i.) NUMBER OF SCREWS * APPROVED SUPPLIERS & THEIR CALLOUT FOR THESE ITEMS GUSSET TO TRACK GUSSET TO STRAP STRAP SPLICE A(in.2) 1 1/2" x 16GA. 2 2 2 O 2" x 16GA. 3 3 3 800S162 - 54 (50ksi) 3 "x16GA. 4 4 4 NOTES: 1.) SCREWS MUST BE PLACED AT LEAST 3/4" APART AND MUST BE 3/4" FROM EDGE OR END OF ALL METAL PIECES. 2.) SEE SECTION 1/S6.2 FOR BALANCE OF INFO. 8 9 LIGHT GAGE & MISC. PARTS SCHEDULE ITEM CALLOUT MINIMUM PROPERTIES * APPROVED SUPPLIERS & THEIR CALLOUT FOR THESE ITEMS (k syi.) I(in4) S(in.3) A(in.2) ry SSMA I.C.C. ESR -4943P T -BAR CEILING SUPPORT JOISTS ** 50 5.59 1.22 0.66 .53 800S162 - 54 (50ksi) 8" x 1 5/8" z x 16GA. C _ TIay BEAM A 50 20.14 11.69 3.62 1.65 (2)1200S250 - 97 (50ksi) (2) 12" x 2 1/2" x12GA. N r I z 2 BEAM B 50 11.19 2.45 1.33 1.38 (2)800S162 - 54 (50ksi) (2) 8" x 1 5/8" x16GA. N T z BEAM C , 50 36.7 5.29 2.24 1.43 (2)1200S162 - 68 (50ksi) (2) 12" x 1 5/8" x14GA. M N r z 2 RIM JOISTS & BLKG. ** 8" x 1 1/4" x 16GA. C 50 4.42 0.82 0.59 .30 800T125 - 54 (50ksi) C12 (SPCL.) HEADER CAPS TOP & BOTTOM 4" x 1 1/4" x 16GA. 50 0.84 0.35 0.36 0.36 400T125 - 54 50ksi (50ksi) G.W.B. CEILING JOIST ** 50 5.74 1.43 0.69 .54 800S162 - 54 (50ksi) 8" x 1 5/8" x 16GA. C N L T- z 2 G.W.B. CEILING TRACK ** 8" x 1 1 /4" x 16GA. C 50 4.42 0.82 0.59 .30 800T125 - 54 (50ksi) WALL TOP TRACK ** (U.N.O.) 3 5/8" x 1 1/4" x 16GA. C 50 0.67 0.31 0.34 0.37 362T125 - 54 (50ksi) WALL TOP TRACK ** (SPCL.) 3 5/8" x 1 1/4" x 12GA. C 50 1.34 0.67 0.62 0.36 362T125 - 97 (50ksi) WALL BOT. TRACK ** (U.N.O.) 3 5/8 "x 1 1/4" x 16GA. C 50 0.67 0.31 0.34 0.37 362T125 - 54 (50ksi) WALL STUDS 33 0.55 0.30 0.26 0.61 362S162 - 33 3 5/8" x 1 5/8" x 20GA. C N cz WALL TOP TRACK ** 6' x 1 1/4" x 16GA. L 50 2.24 0.59 0.48 0.33 600T125 - 54 (50ksi) WALL BOT. TRACK ** 6" x 1 1 /4" x 16GA. C 1 50 2.24 0.59 0.48 0.33 600T125 - 54 (50ksi) WALL STUDS 6 "x 1 5/8" x 20GA. C r . 33 1.79 0.57 0.34 0.58 600S162 - 33 WALL STUDS 1 z 33 3.38 - 0.71 0.41 0.55 800S162 - 33 (33 ksi) 8 "x 1 5/8" x 20GA, C .z.,J .- WALL TRACKS 8 "x 1 1/4" x 160A. C 50 4.42 0.82 0.59 0.30 8005125 - 54 (54 ksi) FP-. 4 1 1/2" x 20GA. BRACING STRAPS (IN CEILING) 1 1/2" WIDE x 20GA. FLAT STRAP ALT. 1 1/2" x 16GA. C.R.C. 50 - -- - -- - -- - -- - -- 1 1/2" x20GA. BRACING STRAPS (HORIZ. IN WALLS) 1 1/2" WIDE x20GA. FLAT STRAP ALT. 1 1/2" x 16GA. C.R.C. 0 x 16GA. STRAPS 0 WIDE x 16GA. FLAT STRAP 50 - -- - -- - -- - -- SEE WALL/CEILING BRACING SCHEDU -= u 2" x 2" x 16GA. ANGLE 33 - -- - -- - -- - -- - -- PLATFORM DECK 1 1/2" DEEP x 22GA. TYPE "B" 33 0.175 0.184 - -- - VERCO TYPE HSB -SS I.C.C. ER -2078 WHEELING TYPE HS BW I.C.C. ESR -1116 SCREWS (MTL. TO V1Tt #8 -18 x 1" HWH #2 OR PPH #2 HILTI w/ 5/16" DIA. MIN. HEAD .) SCREWS (G.W.B. TO MTL.) #10 -24 x 1 1/2" PWH #3 HILTI (PLYWOOD TO MTL.) #8 -18 x 1 1/2" PWH #3 HILTI 6"oc EDGES & 12 "oc FIELD WALL & BOTTOM TRACK ANCHORS #DS37P10 (0.177" DIA. X 1 1/2" LOW VELOCITY DRIVE PINS HILTI I.C.C. ESR -1663 NOTES: * SUBSTITUTION OF OTHER SUPPLIERS FOR THESE ITEMS NOT ALLOWED. ** THESE JOIST & TRACK MEMBERS TO BE UNPUNCHED. 10 EVIEWED FOR �E COMPLIANCE APPROVED JAN 3 0 2013 11 VIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. TUKVVILA, WA 98168 1110 112TH AVE. NE I SUITE 500' BELLEVUE, WA 1 98004 t 425 463 2000 I f 425463.2002 MulvannyG2.cx m 1 STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525 -7560, Fax: (206)522 -6698 www.engineersnw.com ® Engineers Northwest INC P.S.: All rights reserved. No part of this document may be reproduced in any fomr or by any means without permission in writing from Engineers Northwest. A DATE DESCRIPTION City of Tukwila ILDING DIVISION_ RECEIVED ITY OF TUKWIL DEC 0 3 2012 11 -26 -12 PERMIT SUBMITTAL PERMIT CENTER Project Number : 01038011 Engineer: D. LAKE DRAWN BY: D. TALOA 11/05/12 CEILING FRAMING SECTIONS S6.1 C:\LUIS REVIT PROJECTS\ ProvidenceRX\ProvRx- S- Luism.rvt -11/26/2012 3:53:37 PM H E D C A 1 2 CLIP FLANGES OFF & LAP TOP TRACKS TYP. 4 SCREWS MIN. (2) SCREWS @ 16 "oc TOP & BOT. @ HEADER BEARING HEADER PER SCHEDULE SINGLE WINDOW SILL TRACK 16GA. NON LOAD BEARING HEADER LOAD BEARING HEADER TYPICAL WALL HEADER DETAIL LAP HEADER OVER 2 JAMB STUDS w/ 4- SCREWS TO EA. STUD EA. SIDE (8 TOTAL) 20GA. CLOSURE TRACK AS REQUIRED 2 SCREWS @ 48 "oc STUD TO STUD HEADERS NOTED ON THE PLAN AS "HDR." ARE BEARING HEADERS & ARE NOTED IN THE PARTS SCHEDULE BELOW. HEADERS RUNNING PARALLEL TO THE JOISTS ARE NON - BEARING (U.N.O.) SCREWS @ 3 "oc TO ALL BLOCKING PANELS THRU TOP & BOT. STRAPS CONT. STRAPS TOP & BOT. OF CEILING JOISTS @ LOCATIONS PER "JOIST BRACING SCHEDULE ", LAP STRAPS 24" MIN. w/2 ROWS SCREWS @ 4 "oc EA. ROW (6 PER LAP) SEE NOTE BELOW SCREWS @ 16 "oc TO ALL WALL TRACKS 2 "x2 "x2OGA. ANGLE x CEILING JOIST DEPTH LESS 1" w /(3) SCREWS EA. FACE TYP. (U.N.O.) SCREWS @ EA. CEILING JOIST T. & B. TYP. SOLID BLOCKING @ END TWO CEILING JOIST SPACES @ EA. STRAP RUN, SAME GAUGE & SIZE AS CEILING JOISTS. PROVIDE TWO SPACES OF SOLID BLOCKING @ EA. END OF JOIST RUN & @ 20' -0 "oc MAX. BETWEEN TYPICAL JOIST BLOCKING & STRAP DETAIL CEILING JOIST BLOCKING WHERE NOTED ON PLANS. THE TOP STRAP NOT REQUIRED IF DECKING IS APPLIED TO TOP OF JOIST. THE BOTTOM STRAP IS NOT REQUIRED IF G.W.B. IS APPLIED TO BOTTOM OF JOIST. CRC OR STRAP PER SCHEDULE DRIVE PINS @ 24 "oc MAX. & 6" MAX. FROM EA. END OF TRACK, (U.N.O.) PROVIDE (2) @ EA. JAMB TRACK BLOCKING TO MATCH STUDS, PLACE @ 10' -0 "oc MAX. ALONG WALL & @ EACH END OF WALL BEND UP 4" @ EA. END. 4 SCREWS TO STRAP EA. BLOCK STUDS @ 16 "oc OR 24 "oc PLACE ONE STUD MIN. DIRECTLY BELOW EACH JOIST. BOT. TRACK PER SCHEDULE USE (2) SCREWS FROM EACH TRACK FLANGE TO STUD FLANGES TYP. TOP & BOT. NOTE: SEAT STUD WEB TIGHT TO TRACK WEB @ TOP & BOT. OF STUDS 3 TYP. CEILING JOIST PER PLAN (MAX. JOIST SPACING = 48 "oc) ROOF DECK PER SCHEDULE S6.1 WHERE SHOWN ON PLAN. FASTEN DECK TO ALL SUPPORTS @ 24 "oc MAX. USE 1/2" PUDDLE WELD OR #12 SCREWS 16GA. TRACK (U.N.O.) BLOCKING REQUIRED AT CONT. JOISTS. PROVIDE 2 "x2 "x20GA. ANGLE E.E. w/ 3- SCREWS PER LEG SEE TYP. BLOCKING DETAIL FOR ANGLES 4 TOP TRACK TYP. CONTINUOUS BETWEEN ADJACENT PERPENDICULAR WALLS BLOCKING NOT SHOWN HERE FOR CLARITY TYPICAL JOIST OVER INTERIOR WALL SCREWS @ 16 "oc @ JOIST OVER WALL (SEE PLANS FOR LOCATIONS) 10 x 10 x 16GA. GUSSET @ STRAP w/4 SCREWS EA. MEMBER (MIN.) THIS GUSSET TYP. WHERE STRAPS END 16GA. TRACK CONT. (U.N.O.). PROVIDE 2 "x2" x 20GA. ANGLE E.E. w/ 3- SCREWS PER LEG CONT. DIAGONAL BRACING STRAPS OR CRC PER "CEILING BRACING SCHEDULE" WHERE SHOWN ON PLANS. TAKE ALL SLACK OUT OF STRAPS. RIM JOIST SPLICES USE 3 "x8 "x 16GA. w/ 6- SCREWS E.S. NOTE: DO NOT SPLICE RIM JOIST OVER ANY HEADER. CLIP FLANGES & LAP TOP TRACKS TYP. G.W.B. PER ARCH. NOTE: STUDS NOT SHOWN FOR CLARITY TYPICAL JOIST TO RIM JOIST w /DIAGONAL STRAPS CEILING DIAGONAL STRAP BRACING NOT REQUIRED WHERE DECKING OCCURS. BOX HEADER STUD EA. SIDE w/ 5- SCREWS EA. STUD BOX HEADER DOUBLE JOISTIOR 0 (2) 8 x7x16GA. ANGLES w/ 5- SCREWS EA. LEG TYPICAL CEILING HEADER CONNECTION AROUND HOOD DUCT SHAFT NOTE: JOISTS ARE NOT TO BE CUT FOR INSTALLING DUCT WORK JOIST SPACING PER PLAN (24 "oc MAX.) SINGLE JOIST ANGLE 2 x 2 x 20GA. x 0' -7" w/ 5- SCREWS EA. WAY (6 PLACES) DOUBLE JOISTS RIM. JOIST HEADER EACH EA. SIDE OF DUCT. TRACK BLOCKING EA. SIDE OF HOOD DUCT w/ 2" x 2" x 16GA. x 0' -7" ANGLE EA. END w/ 4- SCREWS EA. LEG INTO BLOCKING & JOISTS. J CONDITION AT DUCTS LARGER THAN JOIST SPACING TYPICAL WALL, BLOCKING & STRAP DETAIL TYPICAL DUCT PENETRATION THRU CEILING FRAMING STRAP BLOCKING IS REQUIRED ONLY IF STUDS ARE SHEATHED ONE SIDE ONLY. CRC MAY BE USED IN PLACE OF THE STRAP NOTE: SEE ARCH. FOR BLOCKING. LOCATIONS TYP. 112" DIA.I [PER PLAN] JOISTS PER PLAN 6 "oc 6 "x15/8 "x16GA. CEILING JOIST @ 16 "oc SCREW TO TRACK TO WALL STUD w/3 SCREWS EA. STUD NOTE: AT CONTR. OPTION G.W.B. CEILING GRID MAY BE USED 3 5/8" STUDS @ 16 "oc SEE SHEET S6.1 PARTS SCHEDULE TYPICAL LIGHT GAGE FRAMING DETAILS SECTION DECKING PER SCHEDULE SHEET S6.1 g GYP. @ BOT. SEE ARCH. SHEATHING EA. SIDE PER ARCH. 3/4" = 1' -0" PER ARCH. ADD BLOCKING FOR SECURITY @ WALL CL ORIENT CLIP ANGLE THUS: [PER PLAN] 3/4" = 1' -0" DECKING PER SCHEDULE JOIST PER PLAN #8 SCREWS @ 6 "oc CEILING PER ARCH. SHEATHING PER ARCH SECTION CEILING PER ARCH. 3/4" =11-0" 5 CL OF STRAP TO INTERSECTION OF DOUBLE STUD & TOP TRACK TYP. T. & B. 16GA. GUSSET PL SIZE DETERMINED BY NUMBER OF SCREWS SEE SCHEDULE EXTEND TO ADJACENT WALL UNLESS BRACE OR G.W.B. LENGTH THIS _ CALLED OUT ON PLAN 6 HOLD 16" EA. END CL STUD HOLDOWN PER SCHED. EA. END SEE DTL. "2b" RIM JOIST OR TRACK @ CEILING JOIST LEVEL SEE SECT. 3 & 4/S6.2 STOP X- BRACE/STRAP @ TOP OF CEILING JOIST OR @ TOP OF TRACK OF WALL AS SHOWN HERE. PER PLAN DOUBLE STUD TYP. EA. END OF WALL (U.N.O.) II. 'II :.II I....• 1/2" MIN. G.W.B. UNBLOCKED SCREW PER SCHEDULE (U.N.O.) 3 5/8" STUD WALL TYP. DRIVE PINS @ 24 "oc @ SHEARWALLS TYP. TYP. "X" BRACED SHEAR WALL ELEV. / TYP. G.W.B. SHEAR WALL ELEV. NOTES: 1.) BRACES MUST BE TIGHT & STRAIGHT. NO SLACK ALLOWED BTWN. STUDS. 2.) G.W.B. MUST RUN FULL HEIGHT TO CEILING JOIST WHERE NOTED AS SHEAR WALL. PER PLAN ELEVATION SOLID BLOCKING STOP WALL X -BRACE STRAP @ TOP OF CEILING JOIST. NO X -BRACE ABOVE - 16GA. UNPUNCHED @ TRACK w/4 #10 SCREWS @ EA. STUD DIAGONAL BRACING STRAP /G.W.B. PER PLAN & SCHEDULE SHEATHING EA. SIDE #10 SCREW TOP & BOT. TYP. CEILING JOIST PER PLAN ALIGN w /STUDS. DECK OR CEILING X -BRACE PER PLAN g NOTE: REMAINDER PER SECT. ■ 1 SECTION SHEATHING PER ARCH. N.T.S. PER PLAN 16GA. TOP TRACK CONT. NO SPLICES. TURN LEGS UP IF STUD OCCUR ABOVE. #8 SCREWS @ 16 "oc ■ HEADER PER PLAN (NO SPLICES) 16GA. BOT. TRACK w /SCREWS @ 16 "oc 3/4" = 1' -0" (2) SCREWS EA. JOIST TO HEADER STL DECKING PER PLAN TYP. JOISTS PER PLAN PLAN] 3 5/8 "x1 5/8 x 20GA. WALL BRACE @ 48 "oc OVER WINDOWS & DOORS \ \ 1 SHEATHING PER ARCH. TOP & BOT. TRACKS TO MATCH STUD GA. SECTION CEILING PER ARCH. 1 1/2" MAX. OVER CEILING 20GA. STUDS @ 16 "oc WHERE NOTED ON ARCH. DWGS. (ALIGN w /JOISTS) 3/4" = 1' -0" PER PLAN 7 SIMPSON HOLDOWN, ANCHORS & SCREWS PER SCHEDULE SEE SCHEDULE SOLID BLOCKING STOP WALL X -BRACE STRAP @ TOP OF CEILING JOIST. NO X -BRACE ABOVE - 2 #8 -20 SCREWS @ EA. STUD DETAIL SEE SCHEDULE FOR LOCATIONS DIAGONAL BRACING STRAP /G.W.B. PER PLAN & SCHEDULE SECTION SEE HEADER SEC F. 6/S6.2 [PER PLAN] SHEATHING PER ARCH. TOP & BOT. TRACKS TO MATCH STUD GA. CONT. JOIST DECK OR CEILING X -BRACE PER PLAN 8 DOUBLE STUDS TYP. @ HOLD DOWN 1 1/2" = 1' -0" 9 10 WALL BRACING SCHEDULE MARK STRAP (50 ks.i.) HOEDOWN NUMBER OF SCREWS GUSSET TO T. & B. TRACK GUSSET TO DBL. STUDS GUSSET TO STRAP O 1/2" G.W.B. NONE UNBLOCKED SCREW @ 7 "oc EDGES & 7 "oc FIELD O 2" x 16GA. 8 18 10 O 3" x 16GA. S /LTT20 12 25 15 O 4" x 16GA. S /LTT20 16 34 20 O 5" x 16GA. S /LTT20 20 43 25 NOTE: 1.) SCREWS MUST BE PLACED AT LEAST 3/4" APART AND MUST BE 3/4" FROM EDGE OR END OF ALL METAL PIECES. HOLDOWN SCHEDULE HOLDOWN ANCHORS SCREWS SIMPSON S /LTT20 1/2 "0 SIMPSON TITEN HD (EMBED 3 3/4 ") INSPECTED INSTALLATION I.C.C. ESR 2713 8 #10 SIMPSON S /HTT14 - 14 #10 PER PLAN it, PER PLAN CEILING JOISTS (LOW) SHEATHING PER ARCH. NOTE: REMAINDER PER SECT. 1 3/4" = 1' -0" CONN. PER SECT. 5/S6.2 JOISTS PER PLAN SECTION - -- -- -r-- -- STUD BRACE PER SECT. 6/S6.2 S CEILING PER ARCH. 1 1/2" MAX. OVER CEILING 20GA. STUDS @ 16 "oc WHERE NOTED ON ARCH. 3/4" = 1' -0" PER PLAN STOP WALL X -BRACE STRAP @ TOP OF CEILING JOIST. NO X -BRACE ABOVE DIAGONAL BRACING STRAP /G.W.B. PER PLAN & SCHEDULE - CEILING X -BRACE PER PLAN \:‘ CEILING JOIST PER PLAN ALIGN w /STUDS. CONN. PER JOIST ABOVE SHEATHING EA. SIDE ANGLE 2 x 2 x 01-7" x 1 6GA. w/4 SCREW EA. LEG CEILING X -BRACE PER PLAN \ 1 E-5) SECTION PER ARCH. 4 SCREWS TYP. PER ARCH. CEILING PER ARCH. PER ARCH. 1 s SHEATHING PER ARCH. SOLID BLOCKING i NOTE: REMAINDER PER SECT. 1 PER PLAN CEILING JOIST PER PLAN ALIGN w /STUDS. 3/4" = 1' -0" WALL BEYOND BLOCKING OVER WALL SECTION JOIST PER PLAN 3 5/8" STUDS @ 16 "oc REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER 11 PROVIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. TUKWILA, WA 98168 1110112TH AVE NE I SUITE 500 BELLEVUE, WA 1 98004 t 425 463 2000 I f 425.463.2002 MulvannyG2.co 1' STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525 -7560, Fax: (206)522 -6698 www.engineersnw.com ©Engineers Northwest INC P.S.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Engineers Northwest. DATE DESCRIPTION 11 -26 -12 PERMIT SUBMITTAL Project Number : 01038011 Engineer: D. LAKE DRAWN BY: D. TALOA 11/20/12 CEILING FRAMING SECTIONS S6.2 11/26/2012 3:53:38 PM 1 TOP OF STRONG BACK _2" FINISH FL. 0' -0" 3 4 \D\ 5 6 7 C 7 C 7 C C C 7 C 7 c7 L J C 7 C 7 C 7 6 S7.1 8 TOP OF STRONG _ BACK n 20' -2" Elevation @ Grid 1 O 1/8" =1' -0" FINISH 0' -0\� 7 7 Elevation @ Grid 4.7 E1II: 1/8" = 1' -0" NOTES: 1.) CONCRETE ANCHORS: USE 1/2" DIA. w/ KWIK BOLT TZ IN CONCRETE, INSPECT PER I.C.G. ESR -1917. 2.) DO NOT SUBSTITUTE OTHER ADHESIVES FOR THE HILTI -RE 500 -SD WITHOUT PRIOR WRITTEN AUTHORIZATION FROM ENW. 3.) DO NOT OVER CUT OPENINGS AT CORNERS, TYPICAL. 0 LJ Elevation @ Grid H EII:I: 1/8" = 11-0" FINISH 0' -0 A7 u LJ NOTE: PRIOR TO H.S.S. FABRICATION CONTRACTOR TO VERIFY THE H.S.S. & CONNECTIONS WILL MISS ROOF FRAMING MEMBERS AND CONNECTIONS H.S.S. 6x6x1/4 STRONGBACK EACH SIDE OF OPENING EXISTING P.C. PANEL 0 0 cc u D 1/8" CAP PLATE EACH H.S.S. (SEAL WELD ALL AROUND) TOP OF STRONG ■ — — 20' - 2" K 0 0 0 0 zzr 1' -0" 10' -0" MAX. R.O. —1' -0" 4' -0" FINISH FL. 0' -0" �s STRONGBACK ELEVATION 1/4".v_on Elevation @ Grid G O 1/8" = 1' -0" ANGLE 4x4x1/2" x 0' -4" EACH SIDE H.S.S. w/ 1/2" DIA. HILTI KWIK -BOLT TZ ANCHORS (EMBED 4" MIN.) SEE NOTES ON ELEV. FINISH FL, n 0' -0" CENTERLINE H.S.S. TOP, BOT. & NEAR SIDE TYP. @ ALL ANGLES 1/4" MAX. R.O. PER ELEV. SECTION 3/4" = 1' -0" CENTERLINE H.S.S. 1/2" x H.S.S. WIDTH + 1" PLATE w/ 2- 1/2" DIA. ALL - THREAD RE -500 EPDXY ANCHORS (EMBED 4 ") 1' -0" SECTION 3/4" =11-0" 9 Elevation @ Grid 0 EI:: 1/8" = 1' -0" FINISH FL• � 0' -0" V #4 x 2' -0" H. DWLS. @ 2' -0 "oc EPDXY DOWEL PER NOTE (EMBED 4 1/4 ") NOTE: 1.) INSTALL #4 DWLS. IN 5/8" DIAMETER HOLES & #5 DWLS. IN 3/4" DIAMETER HOLES FILLED w /HILTI HIT HY -150 MAX. ADHESIVE PER I.C.C. -ESR REPORT #ESR -1967 DATED 2.) PROVIDE SPECIAL INSPECTIONS PER I.C.C. ESR -1967 0' -0" HOLD 1" MAX. MIR ! g TYP. 1 4 , v n /D TYPICAL INFILL DETAIL SECTION EXIST. WALL TOP & BOT. OF OPNG. #5 x 2' -0" DWLS. @ 2' -0 "oc EPDXY DOWEL PER NOTE (EMBED 5 ") CENTER DWLS. @ CL OF EXIST. WALL #5 V. CENTERLINE @ 2' -0 "oc ALIGN w/ DWLS. 6" C.M.U. FINISH TO MATCH EXIST. WALL 2- #4 @ 2' -0 "oc HORIZ. PLACE 1 EA. SIDE OF VERTICALS MASONRY INFILL OF EXIST. WALL OPNG. PER PLAN (LOCATE OPNG. PER ARCH.) 3/4" = 1' -0" 10 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION 378 _ RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER t 11 OVIDENCE Health & Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. TUKWILA, WA 98168 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425463.2002 MulvanhyG2.com 1 STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525 -7560, Fax: (206)522 -6698 www.engineersnw.com Engineers Northwest INC P.S.: M rights reserved. No part of this document may be reproduced In any form or by any means without permission in writing from Engineers Northwest. A DATE DESCRIPTION 11 -26 -12 PERMIT SUBMITTAL Project Number : 01038011 Engineer: D. LAKE DRAWN BY: D. TALOA 11/05/12 ELEVATIONS & SECTIONS S7.1 ABBREVIATIONS. GENERAL AD ACT ADJ AFF AFG. AMP ARCH AUTO AUX BHP BLDG BOP BOT BTU BTUH C/L CC CLG CFM CO CO2 COL CONN DIA DIM DISCH DN DWG EC ELEC ELEV EPO EQUIP ESP (F) F FA FDN FLEX FLR FP FPM FT FTG GA GALV GC GPM GWB RC HP HTG HTR ACCESS DOOR ACOUSTICAL CEILING TILE ADJUSTABLE ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AMPERE ARCHITECT; ARCHITECTURAL AUTOMATIC AUXILIARY BRAKE HORSEPOWER BUILDING BOTTOM OF PIPE BOTTOM BRITISH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR CENTER LINE COOLING COIL CEILING CUBIC FEET PER MINUTE CARBON MONOXIDE CARBON DIOXIDE COLUMN CONNECT; CONNECTION DIAMETER DIMENSION DISCHARGE DOWN DRAWING ELECTRICAL CONTACTOR; END CAP ELECTRICAL ELEVATION EMERGENCY POWER OFF EQUIPMENT. EXTERNAL STATIC PRESSURE FUTURE FAHRENHEIT FIRE ALARM FOUNDATION FLEXIBLE FLOOR FIRE PROTECTION FEET PER MINUTE FOOT; FEET FOOTING GAGE GALVANIZED GENERAL CONTRACTOR GALLONS PER MINUTE GYPSUM WALL BOARD HEATING COIL HORSEPOWER; HIGH PRESSURE HEATING HEATER ID INSIDE DIAMETER/DIMENSION IN INCH LAB LABORATORY LF LINEAL FOOT MAX MBH MC MECH MFR MH MIN MISC N/A NC NIC NO NOM NTS MAXIMUM 1000 BRITISH THERMAL UNITS PER HOUR MECHANICAL CONTRACTOR MECHANICAL MANUFACTURER MANHOLE MINIMUM; MINUTE(S) MISCELLANEOUS NOT APPLICABLE NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN; NUMBER NOMINAL NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PERF POC PRELIM PSI PSIG PERFORATED POINT OF CONNECTION PRELIMINARY POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH GAUGE QTY QUANTITY RCP REQD RPM REFLECTED CEILING PLAN REQUIRED REVOLUTIONS PER MINUTE SCL SEATTLE CITY LIGHT SECT SECTION SF SQUARE FOOT SIM SIMILAR SPEC SPECIFICATION STD STANDARD STRUC STRUCTURAL TBD TI TOC TOS TYP UG UH UNO TO BE DETERMINED TENANT IMPROVEMENTS TOP OF CONCRETE TOP OF STEEL TYPICAL UNDERGROUND UNIT HEATER UNLESS NOTED OTHERWISE VFD VARIABLE FREQUENCY DRIVE VSD VARIABLE SPEED DRIVE W/ W/O WC WG WITH WITHOUT WATER COLUMN WATER GAUGE HVAC AC AIR CONDITIONING AHU AIR HANDLING UNIT BDD BACKDRAFT DAMPER BOD BOTTOM OF DUCT CT COOLING TOWER CV CONSTANT VOLUME DB DRY BULB EA EAT EC EF EXH FCU FD FM FP FSD FTU EXHAUST AIR ENTERING AIR TEMPERATURE EGGCRATE GRILLE EXHAUST FAN. EXHAUST FAN COIL UNIT FIRE DAMPER FREQUENCY MODULATION FIRE PROTECTION; FAN POWERED COMBINATION FIRE /SMOKE DAMPER FAN TERMINAL UNIT GRD GRILLE, REGISTER, DIFFUSER HR HVAC HEATING RETURN HEATING, VENTILATION AND AIR CONDITIONING LAT LEAVING AIR TEMPERATURE, LATENT LD LINEAR DIFFUSER MAU MAKE -UP AIR UNIT MD MOTOR OPERATED DAMPER MUA MAKEUP AIR OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER RA RETURN AIR RAT RETURN AIR TEMPERATURE SA SAT SF SL SLSM SM SP SUPPLY AIR SUPPLY AIR TEMPERATURE SUPPLY FAN SOUND LINED SOUND LINED SHEET METAL SHEET METAL STATIC PRESSURE TOD TOP OF DUCT WB VAV VD WET BULB VARIABLE AIR VOLUME VOLUME DAMPER PLUMBING AD AREA DRAIN CO CLEAN OUT CW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DHWR DOMESTIC HOT WATER RECIRCULATION EWC ELECTRICAL WATER COOLER FCO FLOOR CLEANOUT FD FLOOR DRAIN GAW GARAGE WASTE GRW GREASE WASTE GWW GREYWATER WASTE IE INVERT ELEVATION IW INDIRECT WASTE NPCW NON POTABLE COLD WATER ORL OVERFLOW RAINWATER LEADER PD PLANTER DRAIN; PRESSURE DROP PLBG PRV RWL RPBP SD SS TRW V VTR W WC WH PLUMBING PRESSURE REDUCING VALVE RAINWATER LEAEDER REDUCED PRESSURE BACKFLOW PREVENTER STORM DRAIN SANITARY SEWER TREATED RECLAIMED WATER VENT VENT THROUGH ROOF WASTE WATER CLOSET WATER HEATER PIPING BP BACKFLOW PREVENTER CD CHBWR CHBWS CHWR CHR CHWS COND CWR CWS EWT HR HS LWT PGWW PS PW TDH TOP TSP CONDENSATE DRAIN CHILLED BEAM WATER RETURN CHILLED BEAM WATER SUPPLY CHILLED WATER CHILLED WATER RETURN CHILLED WATER SUPPLY CONDENSATE CONDENSER WATER RETURN CONDENSER WATER SUPPLY ENTERING WATER TEMPERATURE HEATING HOT WATER RETURN HEATING HOT WATER SUPPLY LEAVING WATER TEMPERATURE PUMPED GREYWATER WASTE PUMPED STORMWATER PUMPED WASTE TOTAL DYNAMIC HEAD TOP OF PIPE TOTAL STATIC PRESSURE PIPING IDENTIFICATION HVAC PLUMBING PIPING FITTINGS 0 1 /4" =1' -0" Li i 2 I I J 1 i �\ VALVES D'4 4<11 r)T1 I61 lad • 0 CHWR CHWS CNDS CWR CWS HR HS SCHWR SCHWS DCW DHW DHWR G GAW GRW GWW ID IRR NPCW ORL PW PRW RWL RWL SD SS TRW UD V W W PIPING ACCESSORIES MV QAV L,HAV FP1I T T RPBP 6.1 Y 0 CHILLED WATER SUPPLY PIPE CHILLED WATER RETURN PIPE CONDENSATE DRAIN PIPE CONDENSER WATER RETURN PIPE CONDENSER WATER SUPPLY PIPE HEATING WATER RETURN PIPE HEATING WATER SUPPLY PIPE SECONDARY CHILLED WATER RETURN PIPE SECONDARY CHILLED WATER SUPPLY PIPE COLD WATER PIPE (POTABLE) HOT WATER PIPE (POTABLE) HOT WATER CIRCULATING (POTABLE) NATURAL GAS PIPE GARAGE WASTE GREASE WASTE GREYWATER WASTE INDIRECT DRAIN . IRRIGATION WATER PIPE NON - POTABLE COLD WATER OVERFLOW RAINWATER LEADER PUMPED WASTE PUMPED STORM RAINWATER LEADER BELOW GRADE RAINWATER LEADER STORM DRAIN PIPE SANITARY SEWER PIPE (SITE) TREATED RECLAIMED WATER UNDERDRAIN PIPE VENT PIPE (SANITARY) WASTE PIPE WASTE PIPE BELOW GROUND TEE W/PIPE UP TEE DOWN W /ELBOW TEE UP W /ELBOW TEE UP TEE DOWN 90° ELBOW UP 90° ELBOW DN CAP UNION FLANGE FLEX HOSE CONNECTION DOUBLE BELLOWS FLEX CONNECTION SINGLE BELLOWS FLEX CONNECTION FLOW ARROW CONCENTRIC REDUCER ECCENTRIC REDUCER SLOPE SYMBOL BREAK OR CONTINUATION SYMBOL DOWN SPOUT NOZZLE CLEANOUT 45° ELBOW 45° ELBOW 90° ELBOW 90° ELBOW CROSS TEE WYE TAP HOSE CONNECTION MOTORIZED 2 -WAY VALVE MOTORIZED 3 -WAY VALVE PRESSURE REDUCING VALVE CONTROL VALVE RELIEF VALVE BALL VALVE 3 -WAY GATE VALVE BUTTERFLY VALVE DIAPHRAGM VALVE CHECK VALVE NEEDLE VALVE GLOBE VALVE GLOBE VALVE ANGLE GLOBE VALVE 3 -WAY GATE VALVE PLUG VALVE BALANCING VALVE HOSE BIBB PUMP MANUAL AIR VENT AUTOMATIC AIR VENT HIGH CAPACITY AIR VENT SHOCK ARRESTOR FLOW SWITCH VACUUM BREAKER PRESSURE GAUGE TEMPERATURE SENSOR TEMPERATURE INDICATOR AUTO FLOW VALVE FLOW METER Y STRAINER Y STRAINER W/ BALL VALVE PIPE SLEEVE STEAM TRAP PETES PLUG SUCTION DIFFUSER W/ STRAINER REDUCED PRESSURE BACKFLOW PREVENTOR FUNNEL DRAIN FLOOR DRAIN ROOF DRAIN ROOF OVERFLOW DRAIN FLOOR SINK DUCTWORK ACCESSORIES PROJECT SPECIFIC (FM FSD i x / \ FSD AD AD 12x12 SL 12x12 2"SL R J CD) SUPPLY GRILLE RETURN OR EXHAUST GRILLE VOLUME DAMPER MOTOR OPERATED DAMPER AIRFLOW MONITOR REMOTELY OPERATED VOLUME DAMPER (YOUNG REGULATOR OR APPROVED) BACK DRAFT DAMPER COORDINATE WITH CEILING APPURTENANCES. FLEX CONNECTION FIRE DAMPER THROUGH WALL FIRE DAMPER THROUGH FLOOR FIRE /SMOKE DAMPER THROUGH WALL FIRE /SMOKE DAMPER THROUGH FLOOR ACCESS DOORS 1" ACOUSTICALLY UNED DUCT 2" ACOUSTICALLY UNED DUCT CHANGE OF ELEVATION RISE(R) DROP(D) TRANSITION TURNING VANES SMOKE DETECTOR RETURN / EXHAUST /OUTSIDE AIR SUPPLY / TRANSFER AIR DUCTWORK RECTANGULAR DUCT RECTANGULAR DUCT i X RECTANGULAR DUCT SUPPLY AIR DUCT TURNING UP OR TOWARD SUPPLY AIR DUCT TURNING DOWN OR AWAY EXHAUST OR RETURN AIR DUCT TURNING UP OR TOWARD RECTANGULAR DUCT EXHAUST OR RETURN AIR DUCT TURNING DOWN OR AWAY =2 =ID ROUND DUCT TURNING UP OR TOWARD ROUND DUCT TURNING DOWN OR AWAY OVAL DUCT TURNING UP OR TOWARD OVAL DUCT TURNING DOWN OR AWAY FLEXIBLE DUCT INSTRUMENTATION AND CONTROLS THERMOSTAT SENSOR CARBON MONOXIDE SENSOR CARBON DIOXIDE SENSOR OCCUPANCY SENSOR GRILLE /RE G I STE R/D IF F U SE R PROJECT SPECIFIC CEILING SUPPLY AIR DFFUSER CEILING SUPPLY AIR DIFFUSER (SHOWN WITH THROW ARROWS) CEILING RETURN, EXHAUST OR TRANSFER AIR GRILLE LINEAR DIFFUSER (CEILING) LINEAR DFFUSER (WALL) LOUVER PLAN VIEW LOUVER (ELEVATION VIEW) HVAC - ANNOTATION EQUIPMENT / LOUVER TAG EF -2 -1 CONSECUTIVE EQUIP. /LOUVER # FLOOR OF EQUIP. LOCATION EQUIPMENT DESIGNATION GRILLE, REGISTER, OR DIFFUSER TAG TYPE CODE ! WIDTH HEIGHT SWG -WxH x CFM 1 CFM PLUMBING - ANNOTATION FIXTURE TAG WC -1 FIXTURE TAG GENERAL INFORMATION SYMBOLS c POINT OF CONNECTION POINT OF DEMOLITION SITE MAP DRAWING INDEX SHEET NUMBER SHEET NAME SCALE M000 MECHANICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES NOT TO SCALE M001 BASIS OF DESIGN NOT TO SCALE M002 HVAC SPECIFICATION MATRIX NOT TO SCALE M201 LEVEL 1 HVAC PLAN 1/8 " =1' -0" M202 ROOF HVAC PLAN 1/8 " =1' -0" M300 ENLARGED HVAC PLAN 1/4" =1' -0" M500 HVAC DETAILS NOT TO SCALE M600 HVAC DIAGRAMS NOT TO SCALE M601 FUEL OIL DIAGRAM NOT TO SCALE M700 HVAC SCHEDULES P200 FOUNDATION PLUMBING PLAN 1/8 " =1' -0" P201 LEVEL 1 PLUMBING PLAN 1/8 " =11-0" P500 PLUMBING DETAILS NOT TO SCALE P700 PLUMBING SCHEDULES NOT TO SCALE 37 1\1ap Traffic 51.,1711 Y:, ,,: Vi For Th IAA le Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 www.mckinstry.com PROJECT: PROJECT ADDRESS: PROVIDENCE NFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 REGISTRATION: REV DATE 11\27\2012 PERMIT McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: PROJ. NO. DATE SCALE: SHEET TITLE: RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER SHEET NUMBER: SEPARATE PERMIT AND APPROVAL REQUIRED ENGINEERING TM/LM DS BDI 00269 11/27/2012 AS SHOWN IVECHANICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES M000 MECHANICAL BASIS OF DESIGN SYSTEM CRITERIA SOURCE REASON FOR CRITERIA CLARIFICATION NEEDED? S FOl CT CODE 2009 WASHINGTON STA fvECHAN KWILA MUNICIPAL CODE 1-2 CODE 2009 WASHINGTON STATE ENERGY CODE •UKWILA MUNICIPAL CODE 1-3 CODE 2009 WASH INGTON STATE UNIFORM PLUMBING CODE JKWILA MUNICIPAL CODE 1-4 CODE 2009 WASHINGTON STATE FUEL GAS CODE. NFPA 54 - NATIONAL FUEL GAS CODE NFPA 58- LIQUEFIED PETROLEUM GAS CODE TUKWILA. MUNICIPAL CODE CODE REQUIREMENTS NO BASIS FOR IIVAC LOAD 2-2 OSA TEMP C UNG OSA DESIGN TEMP = 83°F DB, 67°F WB 0.5% CONDI11ONS,PUGET SOUND CHAPTER, ASHRAE (APRIL 1986) RECOMMENDED OUTDOOR DEIGN TEMPERATURES TUKVVILA, WA HEATING OSA DESIGN TEMP = 24 °F DB 0.6% CONDITIONS, PUGET SOUND CHAPTER, ASHRAE (APRIL 1986) RECOMMENDED OUTDOOR DEIGN TEMPERATURES TUKWILA, WA 2-3 • INDOOR DESIGN TEMP OFFICE COOLING DESIGN INDOOR = 75*F DB MCK ASS PIT 2-4 INDOOR DES 'TEMP OFFICE HEATING DESI R = 70°F DB MCK ASSUMPIT CLEAN ROOM AREA INDOOR DESIGN TEMP PER CLINICAL IQ REPORT 2-5 INFILTRATION ASSUMED 1Z OF PERIMETER AREA FOR INFILTRATION CALCULATION, ASSUMED NO INFILTRATION DURING COOLING OPERATION. ASSUME NO INFILTRATION IN INTERIOR SPACES. MCK ASSUMPTION 2-6 PEOPLE DENSITY SEE PERFORMANCE CRITERIA 2-7 HUMID! CONTROL HU ID NOT DIRECTLY CONTROLED. AS PER G201 DRAWING FROM ARCHITECTURAL DWGS MCK ASSUMPTION 2-8 EQUIPMENT HEAT GAIN SEE" PERFORMANCE CRITERIA MATRIX .PER TENANT REQUIREMENTS 2-9 LIGHTING HEAT GAIN 0.91 W/SF HEAT GAIN FOR OFFICE SPACES; 1.62 W/SF FOR CLEAN ROOM SPACES; VESTIBULEICORRDIORS 0.8 W/SF 2009 WSEC. CODE BASIS FOR HVAC SYSTEM SIZING NO BASIS FOR BUILDING SYSTEMS 2-1 OFFICE SYSTEM CONSTANT VOLUME PACKAGED ROOF TOP UNITS WITH GAS HEAT. LIMITED SUB-ZONING BY MODULATING DIFFUSERS. ROOF TOP UNITS TO HAVE 100% OSA ECOOMIZER AND POWER EXHAUST. GRAVITY VENTILATOR PROVIDED FOR ADDITIONAL BUILDING RELIEF. AS AGREED UPON BY TENANT 2-1 HIGH BAY SYSTEM CONSTANT VOLUME PACKAGED ROOF TOP UNITS WITH GAS HEAT. LIMITED SUB-ZONING BY MODULATING DIFFUSERS, ROOF TOP UNITS TO HAVE 100% OSA ECOOMIMR AND POWER EXHAUST. GRAVITY VENTILATOR PROVIDED FOR ADDITIONAL BUILDING RELIEF. AS AGREED UP 2-2 CLEAN ROOM AIR FLOW QUANTITI ES AS DESCRIBED IN CLINICAL IQ'S REPORT. SEE "PROVIDENCE RX CLEAN ROOM SPACE SUMMARY" FOR MINIMUM REQUIREMENTS. PER CLINICAL IQ REPORT 2-2 CLEAN ROOM PRESSURIZATION REQUI REMENTS AS DESCRIBED IN CLINICAL IceS REPORT. PER CLINICAL IQ REPORT 2-5 2-6 CLEAN ROOM AIR CHANGE RATE REQUIREMENTS CLEAN ROOM SYSTEM AS DESCRIBED IN CLINICAL IQS REP( RECIRCULATION FAN TO PROVIDE AIR CHANGE RATE REQUIRED TO SPACE. CONSTANT VOLUME PACKAGE ROOF TOP UNIT WITH GAS HEAT TO PROVIDE TEMPERATURE CONTROL. SYSTEM SHALL SERVE BOTH CLEAN ROOM SPACES AND SUPPORTING NON CLASSIFIED SPACES. EXHAUST FAN WILL SERVE BIO SAFETY CABINETS AND GENERAL EXHAUST FOR SPACE. SYSTEM WILL BE CONSTANT VOLUME WITH NO MODULATION ON THE OUTSIDE AIR DAMPER DUE TO THE STRICT PRESSURE REQUIRMENTS WITHIN THE SPACE. PER CLINICAL IQ REPORT AS AGREED UPON. BY TENANT 2-7 100% OSA CLEAN ROOM SYSTEM 100% OSA UNIT TO PROVIDE AIR CHANGE RATE REQUIRED TO SPACE. UNIT SAHLL BE CONSTANT VOLUME WITH GAS HEAT AND DX COOLING TO PROVIDE TEMPERATURE CONTROL. SYSTEM SHALL SERVE BOTH CLEAN ROOM SPACES AND SUPPORTING NON CLASSIFIED SPACES. EXHAUST FAN WILL SERVE BIO SAFETY CABINE IS AND GENERAL EXHAUST FOR SPACE. AS AGREED UPON BY TENANT BASIS FOR HVAC SYSTEM SELECTIC44 AND SIZING NO ASIS FOR I.2UILDJNG ENVELOPE 5-1 5-2 ROOF WALL ROOF INSULATION PERFORMANCE U-VALUE=0.034; ASSUMED R-30 CONTINOUS INSULATION, INSULATION ENTIRELY ABOVE DECK WALL INSULATION PERFORMANCE UNAWE=0.064; METAL STUD WALL 16" o.c., R-13.5 FOAM BOARD INSULATION WITH >0.04% AND < 0.08% METAL PENETRATIONS WITH R-15 CAVITY INSULATION (4" NOMI) NEW ROOF CONSTUCTION PROVIDED BY SABEY EXIST! CONDITIONS BASIS FOR HVAC SYSTEM SIZING NO BASIS FOR MISCELLANEOUS ITEMS 7-1 7-2 ACOUSTICAL EX UST SABEY TO IDENTIFY WHERE ACOUSTICAL CONSTUUNT IS REQUIRED. EXHAUST RATE: 2.0 CFM/SF RESTROOM ACOUSTICAL ENGINEER MCK ASSUMPTION ACOUSTICS BASIS FOR EXHAUST SYSTEM SELECTION AND SONG NO NO Providence Rx Clean Room Space Summary PROVIDENCE RX ROOM BY ROOM HVAC PERFOR ANCE ROOM NUMBER INDOOR 'TEMPERATURE INFILTRATION VENTILATION PEOPLE LIGHTS EQUIPMENT COOLING (DRY BULB) HEATING (DRY BULB) PERIMETER SPACES ACH CFM PER PERSON CFM PER SF OCCUPANT COUNTS SENSIBLE HEAT GIUN PER PERSON LATENT HEAT GAIN PER PERSON WATTS PER SF (W:) WATTS PER SF BTUIHR TOTA L wArrs TOTAL REDUNDANCY GENERATOR POWER DATA CENTER SPACES COMMENTS SERVER ROOM ELEC OFFICE SPACES WOf(STA 121 100 70 74 SEE COOLING 70 0.5 5 0.06 250 0.80 5820 YES a) 0.06 0.06 37 250 • CONFERENCE ROOM 74 0.5 5 0.06 VESTIBULE NURSE SUPPLY ROOM 1 74 1.5 103 74 70 0,5 0.06 CONFERENCE ROOM 104 74 0,5 0.06 NURSE HOTEL STATIONS CONFERENCE ROOM CONFERENCE ROOM 105 106 107 74 74 74 70 0,5 0.5 0.5 0.06 0,06 0.06 10 10 TRAINING ROOM 106 74 70 0.5 0.06 17 STAFF LOUNGE CONFERENCE ROOM 109 74 0.5 5 0.18 5 110 74 0.5 5 0.06 19 PHONE ROOM 111 74 0.06 PHONE ROOIVI. •i PHONE ROOM LACTATION ROOM 112 74 70 0.06 13 115 74 74 5 0.06 0.06 250 WORKSTATIONS 117 74 70 0.5 0.06 CONFERENCE ROOM 118 74 70 1.0 0.06 27 250 LOBBY COPY. ROOM 119 74 74 70 0.5 5 0.06 0.06 0.80 0.91 1.5 YES YES (k) 0,91 1:5 YES 0.80 YES 0.91 0 YES 0.91 1.5 YES 0.91 .5 0.91 1.5 0.91 1.5 ES YES YES 0.91 1.5 - 1 - YES 0,91 1003 YES (9) 0.91 1.5 YES 0.9 0.91 0 YES YES 0.91 0.91 0 - YES NES YES 1.5 YES 1„10 0.91 109 743 YES CLEAN ROOM SPACES (e) CHANGING 201 66 70 0.18 0,18 4 250 1.62 1,62 t62 2.0 2.0 2.0 '(S YES HOME-1NFUSION AREA 204 66 5 0.18 10 260 1,62 2.0 YES SCC 206 66 70 5 0.18 10 250 1.62 206 66 0.06 0.80 0 YES MANUFACTURING AREA QC 1.8 DOC C SU .. PERV1SORS OFFICE 301 302 303 74 74 74 70 70 5 0.18 0.18 0.06 10 2 250 1.62 1.62 1.62 2 1.5 1.5 YES YES CDS VAULT 304 74 5 �06 1 1.62 352 GOWN / ANTE 305 66 70 5 0.18 1,62 2.0 YES JAN 306 66 0.06 0.80 0 YES MANUFACTURING SCC CHECK PCN 307 50 502 74 66 70 70 5 5 0.18 0.18 0.18 7 250 1.62 1.62 1.62 2.0 2.0 7034 YES (m) JAN 503 74 70 0.06 0.80 0 YES GOWN 1 ANTE 504 66 70 5 0.18 1.62 2.0 'YES PREP 505 74 70 0.5 5 0,18 2 tea 2.0 YES ORAL DOSE SPACES COMPOUNDING ROOM SUPERVISOR CE ORAL DOSE 402 403 404 74 74 74 70 70 0.5 0,5 0.5 5 5 0.06 0.06 0.06 2 2 23 250 250 250 200 0.91 0.91 0.91 1.5 1.5 1.5 HIGH BAY SPACES YES YES YES RECEIVING AREA 601 74 0.5 0.06 15 0.80 4800 YES PUMP TESTING AND MAINTENANCE 602 74 70 0.5 5 0.06 250 0.80 YES SHIPPING AREA 603 74 0.5 5 0.06 12 250 0.80 COURIER STAGING AREA PICK AND PACK 74 70 0.5 0.06 74 70 0.5 0.06 0.80 YES YES 0.80 9600 YES Space Criteria min requirments in Clinical IQ report) NOTES: a. NOT DIRECTLY CONTROI I FD b. NOT USED a. NOT USED d. NOT USED e. MCK ASSUMES (1) LARGE, LUMT1USE OFFICE TYPE COPY MACHINE AT 600W (800 W AVG CONSUMPTION AND 260W IDLE CONSUMPTON), (1) FAX MACHINE AT 45W 90W, USAGE FACTOR 0.5), (1) LASER PRINTER AT 98W AVG CONSUMPTION, FROM 2009 ASHR t MCK ASSUMES (1) 22 IN MONITOR AT 36 W AVG POWER CONSUMPTION AND DESKTOP COMPUTER AT 73W AVG POWER CONSUMPTION FROM 2009 ASHRAE FUNDAMENTALS TABLE 8 g. MCK ASSUMES 2 VENDING MACHINES ((l)SNACK AT 240W (1) COLD BEVERAGE AT 575W), 2 SMALL REACH IN REFRIGERATORS (EACH 1200 BTU/HR HEAT GAN, USAGE FACTOR 0.25) AND A MICROWAVE ( AT 400 W, USAGE FACTOR AT 0.25) FROM 2009 ASHR1 h. MCK ASSUMES (4) REFRIGERATORS, EACH REFRIGERATOR HEAT GAIN IS ASSUMED AT AN AVERAGE OF 1200 BTU/HR (AS PER 2009 ASHRAE FUNDAMENTALS TABLE 5A). A TOTAL OF 4800 BTU/HR IS THE EQUIPMENT HEAT GAIN. MCK ASSUMES (8) REFRIGERATORS. EACH REFRIGERATOR HEAT GAIN IS ASSUMED AT AN AVERAGE OF 1200 BTU/HR (AS PER 2009 ASHRAE FUNDAMENTALS TABLE 5A). A TOTAL OF 9600 BTU/HR IS THE EQUIPMENT HEAT GAIN. EQUIPMENT HEAT GAIN = 30 WATTS/SF k. NEED EQUIPMENT HEAT GAIN VALUES FOR SIZING HVAC L (4) 6' HLAFW 3000 BTU/HR EACH & (4) 8' HLAFW 4000 BTU/HR EACH 8206 WATTS OF EQUIPMENT LOAD TOTAL at (6) W HLAFW CD 4000 STU/HR EACH 7034 WATTS OF EQUIPMENT LOAD TOTAL n. MCK ASSUMES (1) REFRGERTOR. AT 1200 BIU/HR (AS PER 2009. ASHRAE FUNDAMENTALS TABLE 5A) Room Name Room Number Space Description Area (SF) Ceiling Height (FT) Required Min ACH Actual ACH W/ Volume (CF) from HVAC System Recirc Air Per Clinical IQ Report Hazardous Space? 1 HLAFW? (Yes or No) (Yes or No) Exhaust ? (Yes or No) HEPA Filtration Required? Change 201 Transition area where the operator will perform their pre-garb procedures, as well as cleaning support operations. Needs to and ISO Class 8, Janitors Closet area added to space for air change calculation. 148 1184 No No No Yes Ante 202 Room for final garbing and hand hygiene procedures. Needs to be up to ISO class 7 standards because it directly next an 150 class 7 negitively pressurized space. 105 8 840 43 43 No No No Yes HD 203 Haze mlo us Drug safety cabinient fer Area. Contains 1 bio 176 9 1584 38 • 38 Yes Home Infusion Area 204 Non classified Area. Provides support to 1V SCC clean room, 972 7776 NA 14 No No Yes Yes No No No SCC 205 Clean room containing HLAFWs. 50% of the filtered air can come from HLAFWs and other 50% from the HVAC system. 906 Janitors Closet Manufacturing Area 206 301 No space classification but required exhaust air transferred from neighboring space. Non classified Area. Provides sup Manufacturing SCC, QC Lab Doc Center Supervisor's Office CDS Vault 302 303 304 Non classified area, need to vei use. Non dassfied area, typical office. actual room Secure Storage Vault Non classified area but requires DEA approved openirigs for supply and return air required. 969 7248 36 344 NA 7752 NA 132 0 11 78 94 249 Gown/Ante Janitors Closet Check PCN 306 307 501 502 Transition area where the operator will perform their garb procedures, 215 well as cleaning support operations Needs to be150 Class & Janitors Closet 126 area added to space for air change calculation. No space classification but required exhaust air transferred from neighboring space,. Clean room containingHLAFWs. 50% of the filtered air can come from HLAFWs and other 50% from the HVAC system. Clean room support area which does not require HEPA filtration. Report recommends 12 ACH but space is an unclassified space. Penicillin Prep Area. Required a 150 Class room. Room contains 2 bio safety cabinets that are to be exhausted to the outdoors. 245 8 8 624 NA 752 NA 1992 NA 1960 36 10 10 8 36 No No Yes No 140 No No No No No 650 199 222 9 5200 1592 13 1998 39 145 13 39 No Yes Yes No No No No No No No No No No No No Yes Yes 140 No No No No Yes No Yes No Yes Clinical IQ Report (no pressurization consdered) Min Supply Air from HVAC System (CFM) 671 602 1004 1784 4349 0 1409 131 275 1176 Air Flow Shown on Drawings 680 605 1010 1800 Recirculated Air Total Filtered Return Air from HLAFw Air (CFM) (CFM) (CFM) 0 Transfer Air Exhaust Air Due to (CFM) Pressurization 671 671 0 602 602 0 1004 -96 0 11600 15949 4349 0 0 0 1100 0 0 100 ACH 43.0 1415 05 135 275 1180 0 38,0 0,0 32.0 0.0 0.0 0 0 0 0 0 0 1176 1176 0 2600 345 Janitors Closet 503 No space classification but required exhaust air transferred from neighboring space. 37 8 296 NA No No Yes No Gown/Ante 504 Transition area where the operator will perform their garb procedures, as well as cleaning support operations. Needs to be 150 Class 7. 320 8 nso No No No Yes Prep 505 Clean room support area which does not require NEPA filtration. Report recommends 12 ACH but space is an unclassified space. 189 1512 13 13 No No No No 1299 0 1878 328 2600 12600 2600 345 345 36.0 0.0 145.4 1305 0 1890 330 0 1299 -1 0 1878 1878 328 328 1300 0 13.0 39.0 37 3 RECEIVED CITY OF TUKWIL DEC 0 3 2012 PERMIT CENTER fe Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 WINVY. m cki nstry. corn PROJECT: 33 120TH PL PROJECT BUILDING. ADDRESS Topyit:A; WA 98168 REGISTRATION: REV ii; :DATE ;:i DESCRIPTION 11 \ 2712012 pERmIT; tat McKINSTRY DIVISION: DESIGNED IN EERIN B.r.; , ;.; , ; TM/LM. DIRAWN BY. CHECKED BY PROJ. NO DS : PATE.: 11/27/412 SCAL SHEET TITLE • SHEET:NUMBER ASSHOWN PARATE ERMIT AND PPROVAL EQUIRED IS OF 1 HVAC DUCT SPECIFICATION DUCT SYSTEM PRESSURE CLASS DUCT IATERI tLS FITTINGS FLEX CONNECTION/ FLEX DUCT SEAL CLASS CLEANLINESS DURING CONSTRUCTION INSULATION (INDOOR, OUTDOOR) L S SEISMIC CRITERIA SEISMIC IMPORTANCE (ACTOR P NOTES SUPPLY MEDIUM PRESSURE CLEAN ROOM SUPPLY DISTRIBUTION DUCT + _ -:_ SMACNA 2" PRESS�iRE :. ALL DUCT TO BE UNUNED GALVANIZED DUCT, GAUGE AND REINFORCEMENT SHALL BE SMACNA OR BETTER RECTANGULAR DUCT TO HAVE TDF CONNECTIONS ROUND MA Y BE SPIRAL . ELJ30WS. CENTERLINE RADIUS OF 1.5 DIA OR MITERED 90S WITH VANES CL RADIUS OF 1.0 DIA ON DUCTS LARGER THAN 24" DIA TAPS: CONICAL OR B I TYLE F -' 3-FOOT MAX. LENGTH VIFITH NO OFFSETS; USE THERMAFLEX, GKM, OR EQUAL; FLEX AT EQUIP CONNECTIONS TO COMPLY WITH SMACNA APPUCABLE PRESSURE CLASS SMACNA SEAL CLASS LEVEL C FOLLOW BASIC LEVELA SMACNA .. . -. V[THIN CONDITIONED SPACE. R 3.3 WHEN NOT IN A CONDONED SPACE, USE R-7 WIN APPROVED VAPOR/WEATHER BARRIER IN CONCRETE OR GROUND: R-5.3 NIA - - _ SEISMIC SUPPORT PER APPLICABLE CODE/ LOCAL JURISDICTION. SEE MECHANICAL SEISMIC SHEET WHEN APPLICABLE. IP 1P 1.0 NOTES 2, 3, 4, 5 HVAC SUPPLY MEDIUM PRESSURE CLEAN ROOM SUPPLY RISERS + SMACNA 4 PRESSURE D GAUGE AND ALL DUCT ID BE UNLINED GALVANIZED DUCT, GAU ELBOWS: CENTERLINE RADIUS OF 1:S DIA OR C>WS N RAD U MITERED 90S WITH VANES CL RADIUS OF 1.0 DIA ON -DUCTS LARGER THAN 24 DIA TAPS: CONICAL OR BOOT -STYLE 3-FOOT MAX ENGTH WITH NO OO X S• USE THERMAFLEX OFFSET S GKM OR EQUAL I _ C FLEX AT EQUIP CONNECTIONS TO COMPLY WITH SMACNA APPUCABLE 'PRESSURE CLASS S�CNA SEAL CLASS LEVEL A FOLL+E�W BASIC LFVELA SMACNA WITH SPACE !N CONDITIONED CE. R 3.3 WHEN NOT IN A CONDTONED USE WITH APPROVED SPACE, E R�7 A VAPOR/WEATHER BARRIER IN CONCRETE OR GROUND: R -5:3 N1A SEISMIC SUPPORT PER APPLICABLE CODE 1 LOCAL JURISDICTION. SEE MECHANICAL SEI SMIC SHEET WHEN APPLICABLE. = IP 1.0 NOTES 1, 2, 3, 4, 5 REINFORCEMENT SHALL. BE SMACNA OR Bt a 'EH R DUCT TO HAVE .: CONNECTIONS RECTANGULA DUCT HAV TT3F Oft ECTIONS ROUND MAY BE SPIRAL. SUPPLY SUPPLY PRESSURE ._ RTUs OFFICE RTUs TO DIFFUSERS ,� SMACNA 112' OR +f PRESSURE : C BUILDS LOW PRESSURE NOTE MCftLNSTRY BU LDS ALL LOV!! F�:ES LIRE DUCTWORK IN,ACCORI�ANCE WITH +1 SMACNA I M IZE PRODUCTION GUIDELINES TO MAX ILA PRt3D TI N EFFICIENCY F GALVANIZED DUCT GAUGE AND REINFORCEMENT SHALL :. BE SMACNA OR BETTER +. RECTANGULAR MAYBES DRIVE MAY BE SNAPLOCK. R€3UN} MA . ELBOWS. PURCHASED ADJUSTABLE ELBOWS { IN ACCORDANCE WITH SMACNA 1 STANDARDS CL RADIUS OF 10 DIA ON DUCTS LAR K THAN 24 SPIN -IN 1 A BRANCHES OK 12-FOOT N 1 MAX, L� GTH W TH NO OFFSETS, USE THERMAFLEX, GKM OR EQUAL EQUAL N 1 SMACNA SEAL.. CLASS LEVEL C 1.12' NO SEAL I FOLLOW BAS G LEVELA SMACNA - WITHIN. GONDIT ONED SPACE. R 3 3 CONDITIONED . WHEN NOT IN A CONDI'TfONED SPACE , USE R-7 WITH APPROVED VAPORIWEATHER BARRIER IN CONCRETE OR GROUND: R - 5.3 WHERE LINING ERE 1NDfGATED ON THE PLANS A ENGINEER CONSIDER LINING WHEN VEL ITY 1S C� 1. -400 FPM OR GREATER SEISMIC SUPPORT PER APPLICABLE CODE/ LOCAL JURISDICTION. SEE MECHANICAL SEISMIC SHEET WHEN MECHANIC L SETS C SHEET HF..N APPLICABLE. LP = 1.0 NOTES 1 2, 3 4 5 GENERATOR RADIATOR INTAKE !.EXHAUST SMACNA �" GALVANIZED DUCT, GAUGE AND REINFORCEMENT SHALL ELBOWS. CENTERLlNE:Rl�1iLUS OF 1.5 !A � DIA T FLEX A EQUIP CONNECTIONS TO COMPLY WITH SMACNA APPLICABLE PRESSURE CLASS SMACNA SEAL CLASS LEVEL LE11 A FOLLOW BASIC VELA SMACNA N/A UN1NG WHERE INDICATED ON THE PLANS - SEISMIC SUPPORT PER APPLICABLE CODE/ LOCAL JURISDICTION. SEE MECHANICAL SEISMIC SHEET WHEN APPLICABLE_ IP = 1.5 NOTES 1', 2, 3, 4, 5 BE i a BE SMACNA OR B ER RECTANGULAR .TO HAVE TIw1F CONNECTIONS ROUND MAY BE SPIRAL MITERED 90S WITH VANES OR PURCHASED HASED bAiTER D AN RC ADJUSTABLE ELBOWS IN ACCORDANCE WITH SMACNA 1 CL RADIUS OF 1.0 DLA ON DUCTS LAR LIZ THAN 24 DIA HVAC RETURN ' - LOW PRESSURE: " :. :. -1/2" - SMACNA /2 DR 1 PRESSURE NOTE. MCKINSTRY BUILDS ALL LOW PRESSURE N TRY B I DUCTWORK IN ACCORDANCE WITH 3 SMACNA GUIDELINES TO MAXIMIZE PRODUCTION EFFICIENCY GALVANIZED G GAUGE AND REINFORCE MENT SHALL ANNE© aU T, N .. ELBOWS. CENTERLINE RADIUS OF 1,S DIA OR MITERED 90S WITH VANES OR PURCHASED ADJUSTABLE ELBOWS IN ACCORDANCE WITH SMACNA 1 CL RADIUS OF 1.0 DIA ON DUCTS R THAN 2'r DIA TAPS: CONICAL OR BOOT -STYLE SPIN -IN / ATTO BRANCHES OK . 3-FOOT MAX LENGTH WITH NO OFFSETS; USE THERMAFLEX GKM, ORE UAL C,� FLEX AT EQUIP CONNECTIONS TO COMPL Y WITH SMACNA APPUCABLE PRESSURE CLASS .. SMACNA SEAL CLASS LEVEL C it F ♦ FOLLOW BASIC LEVELA SMACNA .:WITHIN . CONDITIONED .ACE. NO SP INSULATION RE Q UIRED NOT WITHIN CO D TIONED SP CE. CONDITIONED A R-7 WITH APPROVE(} VAPORIWEATHER BARRIER IN CONCRETE OR GROUND: R 5.3 N .- 1 LINING ONLY ERE I C TED ON PLANS WH N13L A PLA S . E P A S 1SMLC SUPPORT PER PPPLCABLE, CODE/ LOCAL JURISDICTION. SEE MECHANICAL SEISMIC SHEET WHEN APPLICABLE. _ = IP 1.0 NOTES 1', Z 3, 4, 5 BE SMACNA OR BETT ER A HAVE MAY RECTANGULAR TO HAVE S &D GONNECTIONS ROUND MA BE SPIRAL HVAC EXHAUST AC EXHAUS . LOW PRESSURE NA RESSURE SMACNA -112 OR -i PRESSURE NOTE: MCKINSTRY BUILDS ALL LOW PRESSURE Ul DUCTWORK IN ACCORDANCE WITH +1" SMACNA GUIDELINES TO MAXIMIZE PRODUCTION EFFICIENCY • GALVANIZED DUCT SEE SUBMITTAL FOR GAUGE AND.. REINFORCEMENT RECTANGULAR MAY BE S+D, ROUND MAY BE SNAPLOCK. FLEX: 5= MAXIMUM LENGTH, THERAFLEX GKM, OR EQUAL HA ADJUSTABLE ELBOWS. PURL SED AD,#UST BLE ELBOWS IN ACCORDANCE WITH SMACNA -1 STANDARDS CL RADIUS OF 1.0 DIA. ON DUCTS LARGER THAN 24" SPIN -IN 1 ATTO BRANCHES OK 8-FOOT MAX. LENGTH WITH. NO OFFSETS; USE THERMAFLEX GKM, OR EQUAL , FLEX AT EQUIP CONNECTIONS TO COMPLY WITH SMACNA APPUCABLE PRESSURE CLASS SMACNA SEAL CLASS LEVEL C FOLLOW BASIC LEVELA SMAGNA N�iT REQUIRED ` '! LINING ONLY WHERE INDICATED QN PLANS I SEISMIC SUPPORT PER APPLICABLE AP E CODE 1 LOCAL JURISDICTION. SEE MECHANICAL SEISMIC SHEET WHEN APPLICABLE_ IP = 'I_ 0 N 4 OTI=S 1I, 2, 3, , 5 BIO- SAFETY EXHAUST LABORATORY APPLICATION SMA -4' PIS U CNA SS RE GALVANIZED STEEL GAUGE AND REINFORCEMENT SHALL BE SMACNA OR BETTER ROUND MAY BE SPIRAL REMOVABLE JOINTS MAY BE VANESTONE FLANGES WITH GASKET, ANGLE RINGS, AND BOLTS ELBOWS. CENTERLINE RADIUS OF 1.5D IA OR MITERED 90S WITH VANES CL RADIUS OF 1.0 DIA ON DUCTS LARGER THAN 24" DIA TAPS: CONICAL OR BOOT STYLE FLEX AT EQUIP CONNECTIONS TO COMPLY WITH SMACNA APPLICABLE PRESSURE CLASS SMACNA `SEAL CLASS LEVEL C FOLLOW BASIC LEVELA SMACNA NOT REQUIRED NIA SEISMIC SUPPORT PER APPLICABLE I P = 1.5 NOTES 1, 2, 3; 4, 5 CODE 1 LOCAL JURISDICTION. SEE MECHANICAL SEISMIC SHEET WHEN APPLICABLE. ATMOSPHERIC STANDARD EFFICIENCY BOILER FLUE METALBESTOS TYPE B MEFALBESTOS TYPE B METALBESTOS TYPE B NIA PER MANUFACTURER INSTALLATION INSTRUCTIONS FOLLOW BASIC "LEVEL A" SMACNA NIA INTEGRAL TO METALBESTOS TYPE B SEISMIC SUPPORT PER APPLICABLE CODE 1 LOCAL JURISDICTION. SEE MECHANICAL SEISMIC SHEET WHEN APPLICABLE. IP = 1:0 NOTES 1, Z 3 BACKDRAFT DAMPERS NIA NIA NIA NIA C PER APPU ABLE DUCT SYSTEM PER APPLICABLE DUCT SYSTEM N/A N/ GREENHECK OR APPROVED NIA N/A NOTES 1, 2, 3 VOLUME DAMPERS NIA SHOP FABRICATED PER SMACNA OR GREENHECK OR APPROVED NIA N/A PER APPUCABLE DUCT SYSTEM PER APPLICABLE DUCT SYSTEM N/A SHOP FABRICATED PER SMACNA OR GREENHECK OR APPROVED N/A NIA NOTES '1, 2, 3 NOTES: 1. ALL DUCTWORK TO BE FABRICATED IN ACCORDANCE WITH McKINSTRY DUCT CONSTRUCTION STANDARDS 1 SUBMITTALS WHICH M 2. ALL DIMENSIONS SHOWN ON PLANS ARE INSIDE CLEAR DIMENSIONS. 3. THE MECHANICAL ENGINEER RESERVES THE RIGHT TO AUTHORIZE DEVIATIONS TO THESE STANDARDS TO ACCOMMODATE UNIQUE SITUATIONS AS APPLICABLE 4: USE DOUBLE WIDTH VANES UNLESS OTHERWISE NOTED ON THE DRAWINGS 5. USE OF DUCTWORK FOR TEMPORARY HEATING/CONDITIONING DURING CONSTRUCTION NOT ALLOWED WITHOUT SPECIAL APPROVAL BY THE ENGINEER OR EXCEED SMACNA GUIDELINES HVAC PIPING SPECIFICATION ID CATEGORY SERVICE DI SCRIPTION ANUFACTURER, PRODUCT OR EQUAL FOS FOR FUEL 31L SUPPLY & RETURN FUEL PIPING FOR OIL -FIRED (DIESEL FUEL) EQUIPMENT NORMAL OPERATING PRESS & TEMP: • UP TO 100 PSI; SET RELIEF TO X> X PSI N/A . MATERIAL - ABOVE GROUND THRU 2" JOINTS CARBON STEEL PIPE ASTM A53B ERW SCH STD ASME 16. S JOINTS FITTINGS THREADED (AT EQUIP OR SPECIALTY HOOK -UP) FORGED STEEL CLASS 3000 SOCKET WELD PER SUBMITTAL PER SUBMITTAL PER SUBMITTAL PER SUBMITTAL F FLANGES, UNIONS, & COUPLINGS BMI; CLASS BMI; CLASS PER SUBMITTAL PER SUBMITTAL VALVES- ISOLAT VALVES - ISOLATION VALVES - ISOLATION & EXPANSIN RELIEF GATE CLASS 150; NPT BALL CLAS ;N GATE CLASS tail; NT MORRIS( MOI MORRISON E 35 OR EQUAL 5 OR EQUAL VALVES - CI-1E HORIZONTAL SWING; C SS 125 OR 46A OR EQUAL VALVE S - PLUG CAST IRON; CLASS 125 RES .430 PIPE MATERIAL ABOVE GROUND 2 -1I7` AND UP JOINTS F S CARBON STEEL PIPE ASTM A53B ERW SCH STD ASME 16.5 PER SUBMITTAL PER SUBMITTAL- BUTT WELD ASME B16.3 PER SU A FLANGES CARBON STEEL Si • CARBON STEEL; CLASS 15Q JT BUTT WELD PER SUB A PER SUBMITTAL VALVES - ISOLATION VALVES - ISOLATION & EXPANSIN RELIEF VALVES - CHECK GATE CLASS 150; NPT` GATE CLASS 150; NPT SWING 1 SPRING; FLANGED MORRISON MR234 OR E MORRISON MR534 OR EQUAL MORRISON MR246A OR EQUAL VALVES - PLUG CAST IRON; CLASS 125 (AT PUMP DISCHARGE WHEN NO VFD) RESUN 143 WATER OR AIR TEST PRESSURE TEST PROCEDURE 1.5 TIMES OPERATING PRESSURE NOT LESS THAN 5 PSIG SUCTION LINES TESTED UNDER A VACUUM OF NOT LESS THAN 201N HG A PRESSURE OF 10 PSIG SHALL NOT SE IMPOSED ON ANY TANK CONNECTED TO PIPING DURATION CODE SEISMIC RI CE INSULATION 30 MINUTES OR SUFFICIENT TIME TO COMPLETE VISUAL INSPECTION NFPA 31 SECTION 3.8 1.5 NA MPG ENERATOR EXHAUST FAUST PIPING FOR EMERGENCY i BAC K -UP GE iER tTORS NO Al OPERATING PRESS & TEMP: ATMOSPHERIC PRESSURE (WHEN STATIC); UP TO 1,200 F N/A MATERIAL - ALL SIZES JOINTS JOINTS • CARBON STEEL PIPE #ATM AS3B ERW SCH STD ASME 15.5 tjfl. -WELD; ASME 816.9 PER SUBMITTAL PER SUBMITTAL TREADED WHERE APPLICABLE PER SUTMITTAL FLANGES, UNIONS, FLEX CONNECTIONS EXPANSION JOINTS PLINGS C S1.50;CA STEE PER SUBMITTAL PRESSURE NA'. UILIL PRESSURE LIATURAIL G� OPERATING PRESSURE: N PROVIDED BY OTHERS.__ PROVIDED BY OTHERS OTO5PS1 SEE GENERATOR SPECIFICATIONS SEE GENERATOR SPECIFICATIONS PIPE MATERIAL SIZES TRU 2" JOINTS FITTINGS, UNIONS, & COUPLINGS FLEX CONNECTIONS CARBON STEEL PIPE A53B ERW SCH STD ASME 16.5 THREADED AND COUPLED PIPE SEALANT MALLEABLE IRON, UNION CLASS 150 ASME B16.3 AGA APPROVED PER SUBMITTAL PER SUBMITTAL. PER SUBMITTAL, GLOBAL FLEX UN SERIES N/A VALVES - IS VALVES - ISOLAT PLUG ILLWAUKEE BB2 100 OR NIBCO T- 585 -7O-U RESUN R-14130; NORDSTROM EQUAL ALTERNATE SIZES TTHRU 2" PIPE MATERIAL JOINTS ALTERNATE FLUTINGS ALTERNATE ASTM A240 TYPE 300 CORRUGATED SS TUBING PROPRIETARY FLARED FITTINGS PROPRIETARY FLARED FITTINGS GASTLTE GASTITE GASTITE ALTERNATE SIZE D UP PIPE MATERIAL CARBON STEEL PIPE A53B ERW SCH STD ASME 10.5 BUTT WELD PER SUBMITTAL PER SUBMITTAL..... _ FfTTIN FLANGES, UNIONS, & COUPLINGS FLEX CONNECTIONS BUTT WELD ASME 816.9 CLASS 150; FORGED STEEL AGA APPROVED PER SUBMITTAL PER SUBMITTAL GLOBAL FLEX UN SERIES VALVES - ISOLATION PLUG RESUN R- 1431; NORDSTROM EQUAL A SIZES 1/2" THRU 2 PIPE 11AATERIAL COPPER TUBE TYPE L ASTM 588 PER SUBMITTAL PRESS -FIT MECHANICAL COMPRESSION PRESS -FIT MECHANICAL CC UPRESSION EGA PROPRESS -G; HR SEAL (YELLOW) VIEGA PROPRESS -G; HNBR SEAL (YELLOW) VALVES -15 BALL (GAS- VIEGA PROPRESS -196XX VALVES - S PLUG RESUN R-1430; NORDSTROM EQU AIR VISUAL WELD INSPECTION 150% OF WORKING PRESSURE BUT NOT LESS THAN 3 PSIG SEATTLE: 5005 3RD AVENUE 5 PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 www.mckinstry.com PROJECT:: • PROJECT ADDRESS: 3333 S. :120TH PL.. BUILDING #3 Tt1KWIJ1 :WA:981:68: REV : DATE.:.: DESCRIPTION 1112712012::: PERMIT: McKINSTRYDIVISION: E NGIN EERIN G DESIGNED :TM/LM: DRAWN: BY: DS CHECKED: BY PROJ:NO AS SHOWN 1/2 HOUR PER 500 CUBIC FEET OF PIPE VOLUME, NOT MORE THAN 24 HOURS 2006 IFGC, SECTION 406 37 SHEET TITLE RECEIVED CITY OF TUr WILA CIFICATION DEC` 0 "3 2012 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED SHEET: NUMBER: For Th DT8 155 CFM DT8 155 CFM SEATTLE: 5005 3RD AVENUES ' PO BOX 24567 SEATTLE, WA 98124 1 -800 -669 -6223 SWR 20x8 100 CFM www.mckinstry.com E RO DT8 TO RTU 6• DT8 105 CFM 105 CFM 8 "0 I''� DT8 DT8' 105CFM 105CFM 14"0 155CFM PROJECT: 110 CFM 15 "x15" UP TO RTU - STAFF LOUNGE DT8 110 CFM 80 CFM ON 115 II 450 CFM 155 CFM _ e 19;1 41- El DT8 155 CF TIBULE 2 12" 0 UP TO RTU -9 J DT8 115 CFM DT8 CO NF `.E Ri 110CFM - -110 -- TO RTU -9 DT8 215 CFM DT8 115 CFM IDTB 155 CFM 155 CFM 155CFM 155CFM 12 "o COPY R( -1 — 12Q- PROJECT ADDRESS: 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 8 "0 115 CFM 114 DT8 215CFM ICJ EC5 SERVER ROOM - DT12 121 600CFM ! 12 "o 110 CFM DT8 115 CFM TO RTU 115 CFM 15 "x15" UP TO RTU -5 aresersome Gat 8 "x8" 305(34" UP TO MUA -1 TO RTU -16 100 CFM DT12 le, 600 OF M 12'o EC1 12"x12" UP TO EF -1 DT10_ 230 CF 1/2" G CORRIDOR �a3 J 1/2' G LJ DT8 i DT8 140 CFM FOR LOW HVAC PLAN SEE 1 1' G- CHECK • 501 /ANTE PREP 505 140 CFM HOME INFUSION AREA 26 "0 UP /DN 32"x32' UP TO RTU -3 14 "o UP/DN 205;26" UP - FOR LOW HVAC PLAN SEE 140 CFM 140 CFM 140 CFM 130CFM D i 12'0 UP TO RTU -3 NURSE SUPPLY RO NF. R€ 34 "o DN 26 "x26" DN 140CFM 140CFM 140CFM 140 CFM PICK AND PACK IV SC COURIER STAGING AREA 12 "o 12" 0 WORK STATIONS SWR 20x8 410CFM SWR 20x8 4350 CFM DT8 160 CFM DT8 CHANGING 201 TO RTU -2 DT8 17oUPTORTU -2 140 CFM 140 CFM 140 CFM 140 CFM 140 CFM 140 CFM REGISTRATION: 160 CFM 140 CFM 140 CF M 60 "x32 UP DT8 140CFM 1 SUPERVISOR'S OFFIC .303 1 - 140 CFM 140CFM 32 "x40" UP SWR 20x8 410 CFM 1 1/4" G-o MANUFACTURING AREA 350 CFM 22"x22' UP/DN 26 "x26" UP/DN 17'o UP TO RTU -12 RECEIVING AREA 11\27\2012 PERMIT TURING SG GOON /ANTE 1305 10 "o UP/DN CDS VAULT ....__....._304...._..._.._ TO RTU -11 1 1 /4" G—o _ DG8 170 CFM SWR 20x8 410 CFM SWR 20x8 350 CFM 170 CFM 170 CFM 17x11" UP TO RTU -13 22 "0 UP TO 12 "X12" UP TOEF -5 RTU -17 f 1/2 ".G TO RTU -12 04 RC- TO RTU -13 TO RTU -1 ENGINEERING DESIGNED BY: TM/LM DRAWN BY DS CHECKED BY: BDI PROJ. NO. 00269 DATE 11/27/2012 SCALE: AS SHOWN 170 CFM 930 CFM ®G1 100 CFM 100 CF 0 100 CFM SHEET TITLE: - DG16 1525 CFM ELEC. 930 CFM RECEIVED CITY OF TUKWILA LEVEL 1 HVAC PLAN i, _ _r__....._ DEC 0 3 2012 PERMIT CENTER SHEET NUMBER: 2A LEVEL 1 HVAC PLAN 1/88= 1'-(Y' 0 4' SEPARATE PERMIT AND - 4 APPROVAL REQUIRED M201 8' For Th fe Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 www.mckinstry.com PROJECT: RTU -7 RTU -6 RTU -10 — 3/4" G PROJECT 3333 S. s120TH PL ADDRESS: BUILDING #3 TUKWILA WA 98168 MUA -1 RTU -16 RTU-4 RTU -5 1/2" G 1/2" G PRV-4 3/4 "G 32 °x32" DN PRV -7 EF-4 14'10 DN 3/4" G 18 "x28" 32x32" 3/4" G PRV -8 20 "x26" DN PRV -6 RTU -3 24 "x24" RCF -1 RTU -14 3 /4 "'G RTU -2 RTU -15 GV -2 3/4" G RTU -11 RTU -12 11\27\2012 22x22' DN 3/4" G PRV -2 RTU -13 RTU -17 McKINSTRY DIVISION: 3/4" G ENGINEERING PRV -1 DESIGNED BY: TM/LM DRAWN BY: DS CHECKED BY: BDI PROD. NO 00269 DATE 11/27/2012 SCALE: AS SHOWN SHEET TITLE: RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER 1 ROOF HVAC PLAN 1/8" = 1' -0" 0 8' 16' SHEET NUMBER: SEPARATE PERMIT AND APPROVAL REQUIRED M202 10"x10" HEPA 1 18 "x18" UP 435 CFM fe Of Your. Building 450 CFM 14" (3 TO CONNECT TO BIO SAFETY CABINET CANOPY CONNECTION. ACTUAL AIR FLOW &SIZE TO BE PROVIDED BY TENANT ONCE FINAL EQUIPMENT IS SELECTED (650 CFM ASSUMED) HEPA1 435 CFM 111 ^?1111 11114t^11111 HEPA 1 435 CFM 12°x4° SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 450 CFM www.mckinstry.com 395 CFM 7 I 20"x20" UPS i DT10' 345 CF M 630 CFM 330 CFM 260 UP wEa Fs ri. r�w.3.w ii% IAMPIA �%, �..m 0 e HEPA1 505 CFM 1800 CFM 22'x8" -34 "e UP HEPA1 505 CFM MINA ��ll►,.. 014" 0 T CONNECT TO BIO ,ABINET'CANOPY CONNECTION ACTUAL AIR FLOW &SIZE TO BE: 11PROVIDED BY TENANT ON FINAL EQUIPMENT IS SELECTED (650 CFM ASSUMED) ,i 1� t ... ..... ... ..... .........i i i s... ... -. Fiiii Fliif �.... ... TO BEillo in lY..:,. ii HEPA1 550 CFM HEPA1 HEPA1 HEPA 1 550 CFM 26"x " UP PE N IC 1 LLI NBETA -LACTA M COMPOUNDING CELL LOW HVAC ENLARGED PLAN. PROJECT ADDRESS: 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 DG12 450 CFM 2('x20 HEPA 1 550 CF M HEPA 1 550 CFM HEPA1 550 CFM HEPA1 550 CFM 340 CFM 14 "x6" HEPA1 6 "x6" HOME INFUSION AREA LOW HVAC ENLARGED PLAN 1/4" =1' -0" ***441144rita •..$• 1 tAjt•Ste 444* 105 CFM 135 CFM 105 CFM__; 135CFM —' 1 VENTS TO BE MOUNTED 1 NO HIGHER THAN 20'AND 1 NO LOWER THAN 12" AFF 1 6" EMERGENCY VENT UP THROUGH ROOF ( -28'). TERMINATE MINIMUM 12" ABOVE ROOF DECK. O 2" NORMAL VENT UP THROUGH ROOF ( -28'). TERMINATE MINIMUM 12" ABOVE ROOF DECK. O 2" FOS CONNECTION TO GENERATOR BELLY TANK. O / REFERENCE DETAIL #2 FOR INSTALLATION NOTES, CONTROLS, OPERATION CONTROLS SEQUENCE &FUELSYS APPURTANENCES. OINTERLOCK INTAKE & DISCHARGE DAMPER OPERATION W/ GENERATOR OPERATION. PROVIDE FAST ACTING' ACTUATORS. OIF HEATING IS REQUIRED IN GENERATOR ROOM, PROVIDE R -19 WALL INSULATION & R -21 ROOF INSULATION ( WSEC). OTHERWISE, ROOM WILL NOT BE FREEZE PROTECTED &FIRE PROTECTION SYSTEM MAY BE REQUIRED TO BE A DRY SYSTEM. 7. 7 ELECTRICAL TO CONFIRM IF GENERATOR IS SUITABLE FOR INSTALLATION &OPERATION IN FREEZING CONDITIONS. REGISTRATION: 8 VENTILATION FAN, GREENHECK SE2 -24, 2000CFM @ 0.75"ESP,1.1/2 Ivry, 460/3,100 LBS. DG12' 405 CFM 405 CFM REV DATE 12" DEEP DISCHARGE PLENUM /- (E) SOUND ANTENUATOR (CONFIRM SIZING) 11\27\2012 PERMIT DG12 — MAINTAIN 5' OF CLEARANCE FROM BUILDING OPENING II 012 I I 1 11102 1 11 HEPA 1 RADIATOR FUEL FILL STATION 22 "x8" 590 CFM 10"o 6 "B UP -ft.ui 11 ii 32"x8 520 CFM 16 "x16" =26 "x26" UP DG8 200 CFM 1/4 /1-0" I 1.144 1 1 1 UNIT MOUNTED TSTAT MAINTAIN 3' FROM WALL AND 10' FROM BUILDING OPENING HEPA 1 HEPA 1 520 CFM 4 "0 UP GEN -1 1('g • HEPA 1 J 520 CF 24 "o ALLOWANCE FOR 100' PIPE TO NEW GAS DISTRIBUTION ON ROOF (E) SOUND ANTENUATOR (CONFIRM SIZING) 3/4" G UP 10"sUP McKINSTRY DIVISION: ENGINEERING DESIGNED BY: TM/LM DRAWN BY DS CHECKED BY: BDI PROJ. NO. DATE SCALE: SHEET TITLE: 12' DEEP INTAKE PLENUM H ;.._. �..__.% 91x9' INTAKE LOUVER & PLENUM W/ MOD, MOUNT HIGH IN ROOM, ABOVE ADJACENT LOWER ROOF DECK ( -14' AFF TO BOTTOM OF LOUVER) RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER ENLARGED HVAC PLAN SHEET NUMBER: MANUFACTURING AREA LOW HVAC ENLARGED PLAN 1/4" =1' -0" 0 2' 4' GENERATOR ROOM 8' 1/4" =1' -0" 0 2' 8' e9 SEPARATE PERMIT AND APPROVAL REQUIRED M300 l. ,i 1� t ... ..... ... ..... .........i i i s... ... -. Fiiii Fliif �.... ... TO BEillo in lY..:,. ii HEPA1 550 CFM HEPA1 HEPA1 HEPA 1 550 CFM 26"x " UP PE N IC 1 LLI NBETA -LACTA M COMPOUNDING CELL LOW HVAC ENLARGED PLAN. PROJECT ADDRESS: 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 DG12 450 CFM 2('x20 HEPA 1 550 CF M HEPA 1 550 CFM HEPA1 550 CFM HEPA1 550 CFM 340 CFM 14 "x6" HEPA1 6 "x6" HOME INFUSION AREA LOW HVAC ENLARGED PLAN 1/4" =1' -0" ***441144rita •..$• 1 tAjt•Ste 444* 105 CFM 135 CFM 105 CFM__; 135CFM —' 1 VENTS TO BE MOUNTED 1 NO HIGHER THAN 20'AND 1 NO LOWER THAN 12" AFF 1 6" EMERGENCY VENT UP THROUGH ROOF ( -28'). TERMINATE MINIMUM 12" ABOVE ROOF DECK. O 2" NORMAL VENT UP THROUGH ROOF ( -28'). TERMINATE MINIMUM 12" ABOVE ROOF DECK. O 2" FOS CONNECTION TO GENERATOR BELLY TANK. O / REFERENCE DETAIL #2 FOR INSTALLATION NOTES, CONTROLS, OPERATION CONTROLS SEQUENCE &FUELSYS APPURTANENCES. OINTERLOCK INTAKE & DISCHARGE DAMPER OPERATION W/ GENERATOR OPERATION. PROVIDE FAST ACTING' ACTUATORS. OIF HEATING IS REQUIRED IN GENERATOR ROOM, PROVIDE R -19 WALL INSULATION & R -21 ROOF INSULATION ( WSEC). OTHERWISE, ROOM WILL NOT BE FREEZE PROTECTED &FIRE PROTECTION SYSTEM MAY BE REQUIRED TO BE A DRY SYSTEM. 7. 7 ELECTRICAL TO CONFIRM IF GENERATOR IS SUITABLE FOR INSTALLATION &OPERATION IN FREEZING CONDITIONS. REGISTRATION: 8 VENTILATION FAN, GREENHECK SE2 -24, 2000CFM @ 0.75"ESP,1.1/2 Ivry, 460/3,100 LBS. DG12' 405 CFM 405 CFM REV DATE 12" DEEP DISCHARGE PLENUM /- (E) SOUND ANTENUATOR (CONFIRM SIZING) 11\27\2012 PERMIT DG12 — MAINTAIN 5' OF CLEARANCE FROM BUILDING OPENING II 012 I I 1 11102 1 11 HEPA 1 RADIATOR FUEL FILL STATION 22 "x8" 590 CFM 10"o 6 "B UP -ft.ui 11 ii 32"x8 520 CFM 16 "x16" =26 "x26" UP DG8 200 CFM 1/4 /1-0" I 1.144 1 1 1 UNIT MOUNTED TSTAT MAINTAIN 3' FROM WALL AND 10' FROM BUILDING OPENING HEPA 1 HEPA 1 520 CFM 4 "0 UP GEN -1 1('g • HEPA 1 J 520 CF 24 "o ALLOWANCE FOR 100' PIPE TO NEW GAS DISTRIBUTION ON ROOF (E) SOUND ANTENUATOR (CONFIRM SIZING) 3/4" G UP 10"sUP McKINSTRY DIVISION: ENGINEERING DESIGNED BY: TM/LM DRAWN BY DS CHECKED BY: BDI PROJ. NO. DATE SCALE: SHEET TITLE: 12' DEEP INTAKE PLENUM H ;.._. �..__.% 91x9' INTAKE LOUVER & PLENUM W/ MOD, MOUNT HIGH IN ROOM, ABOVE ADJACENT LOWER ROOF DECK ( -14' AFF TO BOTTOM OF LOUVER) RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER ENLARGED HVAC PLAN SHEET NUMBER: MANUFACTURING AREA LOW HVAC ENLARGED PLAN 1/4" =1' -0" 0 2' 4' GENERATOR ROOM 8' 1/4" =1' -0" 0 2' 8' e9 SEPARATE PERMIT AND APPROVAL REQUIRED M300 lY..:,. ii HEPA1 550 CFM HEPA1 HEPA1 HEPA 1 550 CFM 26"x " UP PE N IC 1 LLI NBETA -LACTA M COMPOUNDING CELL LOW HVAC ENLARGED PLAN. PROJECT ADDRESS: 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 DG12 450 CFM 2('x20 HEPA 1 550 CF M HEPA 1 550 CFM HEPA1 550 CFM HEPA1 550 CFM 340 CFM 14 "x6" HEPA1 6 "x6" HOME INFUSION AREA LOW HVAC ENLARGED PLAN 1/4" =1' -0" ***441144rita •..$• 1 tAjt•Ste 444* 105 CFM 135 CFM 105 CFM__; 135CFM —' 1 VENTS TO BE MOUNTED 1 NO HIGHER THAN 20'AND 1 NO LOWER THAN 12" AFF 1 6" EMERGENCY VENT UP THROUGH ROOF ( -28'). TERMINATE MINIMUM 12" ABOVE ROOF DECK. O 2" NORMAL VENT UP THROUGH ROOF ( -28'). TERMINATE MINIMUM 12" ABOVE ROOF DECK. O 2" FOS CONNECTION TO GENERATOR BELLY TANK. O / REFERENCE DETAIL #2 FOR INSTALLATION NOTES, CONTROLS, OPERATION CONTROLS SEQUENCE &FUELSYS APPURTANENCES. OINTERLOCK INTAKE & DISCHARGE DAMPER OPERATION W/ GENERATOR OPERATION. PROVIDE FAST ACTING' ACTUATORS. OIF HEATING IS REQUIRED IN GENERATOR ROOM, PROVIDE R -19 WALL INSULATION & R -21 ROOF INSULATION ( WSEC). OTHERWISE, ROOM WILL NOT BE FREEZE PROTECTED &FIRE PROTECTION SYSTEM MAY BE REQUIRED TO BE A DRY SYSTEM. 7. 7 ELECTRICAL TO CONFIRM IF GENERATOR IS SUITABLE FOR INSTALLATION &OPERATION IN FREEZING CONDITIONS. REGISTRATION: 8 VENTILATION FAN, GREENHECK SE2 -24, 2000CFM @ 0.75"ESP,1.1/2 Ivry, 460/3,100 LBS. DG12' 405 CFM 405 CFM REV DATE 12" DEEP DISCHARGE PLENUM /- (E) SOUND ANTENUATOR (CONFIRM SIZING) 11\27\2012 PERMIT DG12 — MAINTAIN 5' OF CLEARANCE FROM BUILDING OPENING II 012 I I 1 11102 1 11 HEPA 1 RADIATOR FUEL FILL STATION 22 "x8" 590 CFM 10"o 6 "B UP -ft.ui 11 ii 32"x8 520 CFM 16 "x16" =26 "x26" UP DG8 200 CFM 1/4 /1-0" I 1.144 1 1 1 UNIT MOUNTED TSTAT MAINTAIN 3' FROM WALL AND 10' FROM BUILDING OPENING HEPA 1 HEPA 1 520 CFM 4 "0 UP GEN -1 1('g • HEPA 1 J 520 CF 24 "o ALLOWANCE FOR 100' PIPE TO NEW GAS DISTRIBUTION ON ROOF (E) SOUND ANTENUATOR (CONFIRM SIZING) 3/4" G UP 10"sUP McKINSTRY DIVISION: ENGINEERING DESIGNED BY: TM/LM DRAWN BY DS CHECKED BY: BDI PROJ. NO. DATE SCALE: SHEET TITLE: 12' DEEP INTAKE PLENUM H ;.._. �..__.% 91x9' INTAKE LOUVER & PLENUM W/ MOD, MOUNT HIGH IN ROOM, ABOVE ADJACENT LOWER ROOF DECK ( -14' AFF TO BOTTOM OF LOUVER) RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER ENLARGED HVAC PLAN SHEET NUMBER: MANUFACTURING AREA LOW HVAC ENLARGED PLAN 1/4" =1' -0" 0 2' 4' GENERATOR ROOM 8' 1/4" =1' -0" 0 2' 8' e9 SEPARATE PERMIT AND APPROVAL REQUIRED M300 MIN 1" WIDE HANGER BAND For Th FIRST 3' -0° 316 STAINLESS STEEL DUCT SLIP FITTING TRANSITION TO GALV DUCT SUSPENSION WIRE (TABS) OR ROD (PADS). MOUNT TO STRUCTURE ABOVE. - MIG WELD AND GRIND SMOOTH ALL FLANGE FACE SEAMS SECURE DUCT TO HEPA DIFFUSER COLLAR W/ 4 TEK SCREWS. SEAL COLLAR W/ CLEAN ROOM APPROVED SEALANT SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 20x5 DUCT OPENING FRICTION DAMPER 6 "ABOVE DUCT OPENING GUILLOTINE DAMPER - ROOMSIDE ADJUSTABLE FIXED DISTRIBUTION PERF PLATE FLEX DUCT MIN DUCT RADIUS OF 4" DIA GEL- PENETRATING KNIFE EDGE 0••O•O 000000 FINISH DUCT TO - CLEAN ROOM COVING BY GC SECTION STATIC PRESSURE PORT DOP AEROSOL INJECTION PORT - FLUSH- MOUNTED PERFORATED STAINLESS STEEL GRILLE FACE W/ ACORN STYLE FASTENER NUTS �- T -BAR AND ACT CEILING SYSTEM (BY GC) DIFFUSER NOTES: 1. BASIS OF DESIGN: MCKINSTRY CUSTOM FABRICATION. THIS DETAIL IS BASED UPON MCKINSTRY LOW PRESSURE DUCT SHOP STANDARDS. NOTES: 1.: BASIS OF DESIGN: FLANDERS, CAMFIL FARR, OR EQUAL - SEE HEPA SCHEDULE. ENGINEER TO COORDINATE TRIM OPTIONS WITH ARCHITECT. 1. SEE PLANS FOR SIZEICFM RANGE. PROJECT 3333 S.;120TH PL. ADDRESS: - BUILDING #3 TUKWILA, WA 98168 SCALE: NOT TO SCALE SCALE: NOT TO SCALE EXHAUST FAN PROVIDE FACTORY CURB. GC TO PROVIDE LEVELING CURB AS REQUIRED - --- =NM -- FASTENER SHEET METAL COLLAR SHEET METAL OR DUCTBOARD PLENUM ROOF MINIMUM 4 SCREWS W/ MAX 36" SPACING RIGID INSULATION, CANT STRIP & ROOFING BY GC , RI I III mI uum M fl OR AS REQ'D :TO CLEAR LIGHTS OR OTHER OBSTACLES ALUMINUM EGGCRATE GRILLE "C" CHANNEL FRAMING EGGCRATE REQ'D ALL 4 SIDES (BY GC) MN MN Ell T -BAR AND ACT CEILING SYSTEM (BY GC) NOTES: 1. BASIS OF DESIGN: MCKINSTRY SHOP FABRICATED OR EQUAL. RETURN AIR BOOT SHALL BE CONSTRUCTED OF 1" FIBERGLASS DUCTBOARD OR SHEET METAL WITH 1 SOUND LINING. SEE PLANS FOR SIZE /CFM RANGE. T -BAR AND ACT CEILING SYSTEM (BY GC) BACKDRAFT DAMPER (MOTORIZED DAMPER REQUIRED DEPENDING ON JURISDICTION) REGISTRATION: SCALE: NOT TO SCALE NOTES: 1. BASIS OF DESIGN: MCKINSTRY SHOP FABRICATED OR EQUAL. SEE PLANS FOR SIZES. NOTES: 1. BASIS OF DESIGN: GREENHECK ACOUSTIC TRANSFER BOOT FOR EXHAUST OR RETURN AIR GRILLE DETAIL SCALE: NOT TO SCALE SCALE: NOT TO SCALE 11127\2012 REV DATE DESCRIPTION PERMIT 32" x 72" EXHAUST LOUVER BACKDRAFT DAMPER 2x4 WOOD NAILER BY FACTORY FACTORY CURB FLASHING (BY MC)' INSULATION, ROOFING & CANT STRIP BY GC GC TO PROVIDE LEVELING CURB AS REQUIRED - 32x24 EXHAUST DN HiffilitilinIMEMMININ DESIGNED BY: DRAWN BY: CHECKED BY: PROJ. NO. DATE SCALE: EXHAUST LOUVER DETAIL SHEET NUMBER: SCALE: NOT TO SCALE 0.01" 0.01" 0.01" 16" PURLIN 34" GLULAM For Th 0.01° FIRE PROTECTION SPRINKLER LINE G WN 'ANTE PREP SPACE PRESSURE CONTROL SET POINTS NOT INDICATED HO BY CLINICAL IQ 0.01" WG NEGATIVE IN RELATION TO CEILING SPACE .. UNCONTROLLED SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 - 6223 www.mckinstry.com NEGATIVE IN — RELATION TO CEILING SPACED 0.02' 0.02' 0.02" 0.02" WG POSITIVE IN RELATION TO CEILING SPACE MAIN DUCT DISTRIBUTION HIGH IN CEILING SPACE HORIZONTAL BRANCH DUCT HIGH IN CEILING SPACE VERTICAL FLEX DUCT DROP TO CEILING DIFFUSER PICK AND PACK URIER STAGING AREA UNCONTROLLED GING A JAN. LAY -IN OR GWB CEILING DIFFUSER W/ EXTENDED DAMPER SLEEVE FOR FLEX DUCT CONNECTION PROJECT 3333 S. 120TH PL. ADDRESS: BUILDING #3 TUKWILA, WA 98168 FINISHED FLOOR .. P ANUFACTURING AREA 0.05" i 0.02" 0.05" WG POSITIVE IN RELATION TO CEILING SPACE N !ANTE 0.05" 0.05 UNCONTROLLED 0.05" • SUPPLY: 345 CFM RETURN: 395 CFM XHAUST: 0 CFM TRANSFER: 50. CF M SUPPLY: 1890 CFM RETURN: 1640 CFM EXHAUST: 0 CFM REGISTRATION: 'SUPPLY 1250 CFM RETURN: 1800 CFM EXHAUST: 0 CFM RETURN: O CF M GOWN /At X504 SUPPLY: 330 CFM RETURN: 480 CFM EXHAUST: 1300 CFM TRANSFER: 50 CFM TRANSFER: 150 CFM TRANSFER: 0 CFM 100 CFM 50CFM SUPPLY: 1050 CFM` RETURN: O CFM EXHAUST: 1100 CFM TRANSFER: 50 CFM ANTE SUPPLY: 4400 CFM RETURN: 4500 CFM EXHAUST: 0 CFM TRANSFER: -100 CFM RETURN: 605 CFM --',EXHAUST: 0 CFM 11\27\2012 100CFM TRANSFER: 0 CFM COURIER STAGING AREA • 601 CHANGING 2of _.:. j50CFM j 100 CFM' 100 CFM/` EXHAUST: 0 CFM TRANSFER: -200 CFM SUPPLY: 680 CFM RETURN: 530 CFM E: 100 f/ km•Y�WnYF TRANSFER: 100 CFM FOR EVERY 0. 001' OF PRESSURIZATION REQUIRED AS SHOWN IN THE CLEAN ROOM PRESSURIZATION DIAGRAM WILL EQUATE TO 50 CFM TRANSFER @ EACH DOOR. THIS VALUE WILL BE USED FOR INITIAL EQUIPMENT SIZING, ACTUAL VALUES WILL BE DEPENDANT ON BALANCED SYSTEM BASED ON ROOM PRESSURIZATION. NUFACTURING AREA McKINSTRY DIVISION: ENGINEERING ?E J SUPPLY: 2600 CFM RETURN: 2350 CFM SUPPLY: 1180 CF M TRANSFER: -250 CFM TRANSFER 50 CFM-' GOWN 1 ANTE 305 MANUFACTURING SCC 307 ..;.. 250CFM _ ' 100 CFM 10 _._ __.. ■ E:100 6131 DESIGNED BY: TM/LM DRAWN BY: DS CHECKED BY: BDI PROJ. NO. 00269 DATE 11/27/2012 SCALE: ` AS SHOWN HVAC DIAGRAMS RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER SHEET NUMBER: SCALE: NOT TO SCALE FIRE EXTINGUISHER 208 (BY OTHERS) LEAK SENSOR MAY BE WIRED TO GENERATOR PANEL FOR A GENERAL ALARM OR TO THE GENERATOR TANK LEVEL CONTROLLER FOR A BMS ALARM. THE LEAK DETECTOR COULD ALSO BE A MANUAL POPPET STYLE WITH VISUAL INDICATION ONLY AND NO WIRING (GENERATOR - STOP) (BMS- GENERAL ALARM) (BMS- GENERATOR RUN) * OPERATE AIR' DAMPERS ;, IF REQURIED GEN PANEL OPTIONAL TANK LEVEL SWITCH FOR GENERATOR SHUT -OFF OF A TANK LOW LEVEL. FURNISHED BY GENERATOR VENDOR IF REQUIRED BY OWNER. LSW 6 EMERGENCY VENTS (QTY 2) GENERATOR ROOM 1 VENT 2'FOS 'SLOPED TO GENERATOR ROOM FOS -11 -2 1 FOS-L-2 UL 142 DAY TANK LOCATIONS ARE FIGURATIVE. SEE F/O TANK SUBMITTAL FOR LOCATIONS BMS -LEAK DETECTION) (BMS -LOW LEVEL) LSW i Ir - -- 11r - -- II 1111 11 3 POSI11ON LEVEL SWITCH 120V/1 E- POWER FUEL OIL SUPPLY AND RETURN BY GEN MFR. FUEL FILL STATION (HI FUEL 95%) H- N.O. FUEL RATED FLEX HOSE DROP TUBE OVERALL PREVENTION VALVE (GRAVITY OR PRESSURIZED) DIFFUSER (6' FROM TANK BOTTOM) FOPV (90% ALARM OUTPUT - NOT USED) Imo ALARM RESET ALARM TEST ALARM (LEAK) ALARM (95%) ALARM (90%) ALARM (LOW) 95% ALARM :< 90% ALARM LOW ALARM BELLY TANK DETECTOR LEAK DETECTION MAY BE PROVIDED WITH GENERATOR DAYTANK BY EC. FUELING OPERATION CONTROLS AT 90% RAS ALARMS OPERATOR AT FUEL FIWNG STATION (AUDIBLE AND VISUAL) AT 95% TANK LEVEL THE (N.O.) SOLENOID OPERATED OVERFILL PREVENTION VALVE INSIDE THE FUEL FILL STATION CLOSES. AT 95% THE MECHANICAL OVERFILL PREVENTION VALVE IN THE TANK SHALL CLOSE ALARMS (OPTIONAL) AT LOW FUEL ALARM (30%) ADJUSTABLE, BMS ALARM IS GENERATED. AT LEAK DETECTION FOS-1, BMS ALARM 15 GENERATED. GENERATOR UPON A RUN COMMAND SGNAL' FROM THE GENERATOR PANEL, THE BMS SHALL OPERATE DAMPERS IF REQUIRED. UPON A FUEL TANK LEAK INDICATION, THE GENERATOR PANEL SHALL PROVIDE A GENERAL ALARM TO THE BMS. (OPTIONAL) GENERATOR WITH BELLY TANK AND REMOTE FILL STATION TANK LEVEL CONTROLLER IN FILL STATION WITH ANNUNCIATOR WITH SOLENOID OPERATED` OVERFILL` PREVENTION VALVE IN FILL STATION SCALE: FOS -K ( EMERGENCY VENT MIN 12' ABOVE GRADE (TYP 2) 2' NORMAL VENT WITH FLAME FOS- J I ARRESTOR MIN 12' ABOVE GRADE pps FUEL OIL FILL STATION NOT LESS THAN 5' FOPV I FROM BLDG ENTRANCE /OPENINGS INTEGRAL FUEL OVERFILL PREVENTION' VALVE _ LAMINATED FUELING INSTRUCTIONS MOUNTED ON INSIDE OF DOOR TANK LEVEL CONTROLLER WITH ANNUNCIATOR AND TEST & RESET. REMOTE FUEL' TANK ALARM WITH VISUAL & AUDIBLE ALARMS INSIDE CABINET. SEE FUEL SYSTEM ALARM SEQUENCE. FLIEL OIL SPECIALTIES GENERATOR OPTION 2 F.O.1 iUIPMENT - S ICI' MULES TAG# (TAG - LOCATION FOT FUEL OIL TANK DOUBLE WAL D (DAY /STORAGE) BY GENERATOR IFR FFS REMOTE .FUEL FILLING STATION WITH MIS 5 GAL.; SPILL :C TAINMENT ACE TANK TLC GENERATOR 1 K LEVEL C TROLLER PNEUMER iT t' LC 1004 FUEL FIL TA ON PURTENANCES TAG# (FOS-#-SIZE) FOS-A; DUST CAP PT COUPLING 20W FOS-B 2" CA LOCK F 90 DEGREE WITH CHECK VALVE PT COUPLING 20G FOS-C BUTTERFLY VALVE OMAR 90 - 02DSV5: FOPV FUEL OVERFLOW PREVENTION VALVE - SEE PIPING SPECIALTIES - C TROLS SCHEDULE TLC TANK LEVEL CONTROLLER -SEE F.O. EQUIPMENT ABOVE ABOVE GROUND TANK APPURTENANCES TAG# (FO$ -# -SIZE FOS-E 2 2" OVERFLL PREVENTION VALVE PRESSURIZED FOS-F OVERFI PREVENTION VALVE - <G '12" MORRISON BROTHERS 09 FOS-G 2 ALUM DROP TUBE FOS-H) 2" MQRRISON BROTHERS 41 'IT FOS- 1-2 FOS -2 FOS -J-2 FOS-K-# FOS -L-2 FoS-M 2 OPTIONAL. OPTIONAL 2" DROP TUBE DIFFUSER 4" MIORRISON BROTHERS 539AS- O400AD 2" SINGLE POPPET FOOT VALVE 00O1'I MORRISON BROTHERS 334 2" TANK' NORMAL VENT FLAME ARRESTOR #' TANK EMERGENCY VENT 2" MANUAL DIP STICK PORT ANALOG TANK GAUGE 2" SON BROTHERS 5AS- 0200AD NA FOR UNDERGROUND MORRISON BRO 178GSP- 01OOA OPW 200TG.AST FOS-Q PIPING SPECIAL"1`I TA' LEAK DETECTOR SENSOR CAP (WITI! AT TANKS) IVIORRISON 3 XPA- 2200AK (TAt F'OS -5- D ESCRIPTION FUSIBLE LINK GATE VALVE? MODEL SCHEDULED 6DI- O400AV FOS -11-2 2" FUEL D- METAL FLEX -NG I 'IPIN SPECIAL 11ES - CONTROLS TAG# (TAG- LOCATION -#: LI lDL 4K DETECTOR PNEUMERCA 5600 -LDBN 1 GE 5 LSW LEVEL SWITCH- MERCURY LEVEL S ITCHES, 9 90% 301 FOPV 2" OVERFLOW PREVENTION VALVE (120V- SOLENOID OPERATED) N.O. EMS LS-SC ASCO- 8210G103 lift- 3 RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 www.mckinstry.com PROJECT: PROJECT ADDRESS: PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA WA 98168 REGISTRATION:. REV DATE DESCRIPTION 11\2712012 ` PERMIT McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: PROJ. NO. DATE SCALE: SHEET TITLE: SHEET NUMBER: SEPARATE PERM1TAND VAL ENGINEERING TWLM DS 00269 11/27/2012 AS SHOWN FUEL OIL DIAGRAM M601 ROOFTOP AR CONC IT ING UNIT SCHEDULE DESCRIPTION TAG -1 R U-2 4 6 -7 8 0 11- 2 13 4 6 17 �FACTURER YORK Y Y Y YO Y Y Y Y YORK E 02 ZI-I037 D 00 D 4 D D2NQO2 7 D2NQ02 Q 02 6 1 7 90 .00ATI F R ROOF ROOF ROOF ROOF SERVICE ORKSTAI1ONS S COW NURSE HOTEL NING STAFF LOU COIF ORKSTATIC NW CONF COPY WORKSTATIONS IPPING A SHIPPING A E CT S OF DESIGN UPPLY F SUP, FAN: CC3NFI DRAW D DRAW D DRA D D DRA D D DRA DESIGN SUPPLY C 225 T35 5 0 1715 3260 0 725 4000 2 278 ACTUAL SUPPLY CF NIMUM OUTSIDE AIR C 510 -1 110 160 0 0 2 7 TSIDE AIR 6% _ 24 24° 5 25 1 1 6 22 SUPPLY T.S.P. SUPPLY E.S.P. 0.5 0. O. 0. 0.5 0. 0. 0. 0 0.5 0.5 0.5 .5 0. 0.5 SUPPLY BHP SUPPLY MHP VFD NO NO NO NO NO NO NO NO NO NO NO NO NO I=i PLY I IOTOR EFFICIENCY ODE iIIN. CODE i IN CODE MIN CODE 1t N CODE MIN CODE CODE IV11N C M'IN CODE MIN CODE MIN CODE I" E CAIN CODE N CODE N UANTITY C SUPPLY: FA GENE C7 POWER YES YES YES YES YES Y YES YES YES YES YES YES RETURN F PAR EXHAUST YES YES YES YE S YES YES 5 S S 5 5 YES BUST CF 73 485 0 6 1715'> 05 7 40 27 E.S.P. 4.2 0.2 0.2 0 .2 0.2 0.2 .2 0.2 0.2 0.2 0.2 0.2 0.2 /EXHAUST BHP 1` HP NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO EXHAUST OR EFFICIENCY CODE MIN CODE MIN CODE MIN CODE MIN CODE MIN CODE. CODE MIN CC DE M'IN CODE IN CODE MIN CODE MIN E IN CODE N QU ANTITY TFANS 1 1 1 1 1 1 1 1 1 DETECT YI NO NO NO NO YE NO YES YE NO COO G L T COOLING OIL EAT (DB/VI 1B 2 2 2 2 67 83167 T LAT NL SER OF COMPRESSORS DESIGN COOLIN ' IMB -I TOTAL: COOLING, H - :S ACTUAL ,.'COOLING MBH TOTA ACTUAL COOLING MBH,TC)TA AIR PRESSURE DROP (IN) TiNG 70 8 25 0 7 8 7 2 2 7. 67 83/67 /67 83161 7 3 5 0 7 3/67 83/67 8 15.5 11.7 15.2 i.0. 3.2 .7 2 21.6 14.5 11'.5 9 73. 24.4 0 4 6 4 HEATING COILTYPE GAS S S GAS S 5 5 GA DESIGN HEATING EUTPUT MBH .5 12.4 4 14. 9.4 7.2 9.9 26 .24 .6 43 5 2 72 2 ACTUAL HEATINGG OUTPUT I+H H INPUT'I IBH STAGES OF HEAT NLET PRESSURE' {IN WC) HEATING COIL EAT HEATING COIL #.AT AIR PRESSURE DROP IN 50 50 0 0 ELECT VOLTA SE 460/3 2 208, 2 1; 208/ 3 460/3 UNIT FLA' 34 4. 4. 4. 4.1 3 4. 4 .4 3.4 UNIT MCA 12. 1 17 1 7. 9.7 17. .4 7.9 UNIT MOP 15 20 20 20 20 30 20 35 5 STARTER FACTORY FACTORY DISCONNECT BY ELEC. [ BY ELEC. FACTORY BY ELEC. FACTO FACTORY Y ELEC: ELEC. FACTORY BY ELEC. FACTORY BY ELEC. FACTORY FACTORY FACTO Y C BYE BY ELEC: FACTORY BY ELEC. FACTORY FACTORY FACT BY ELEC. FAC FACTO Y ELEC UNIT SIZE ERALL HEIGHT (INCLUDING CURB; + CURB 42 +C CU C CURB 42+ C 34 -CU 42 + CURB 51 +CU 5 42 CU 42 CU OVERALL NC 59 50 59 50 59 59 LL LENGTH (INCHES} 89 48 48 89 48 89 89 8 8 8 TOTAL V1IEl (LESS SITE BUILT CU 1347 02 690 690 0 1023 7 02 164 1347 023 210 1 FILTER EFF. ( %) NS AT SPECIFIED CC ID AMBIENT TEMPE 5 30% 30% 2 95 30% 2 95 30% CODE IN EER / IPV 1 T EER SE 2 30% 2 95 3 95 30 °! 2 30 30% 30 2 .5 95 5 30% 3 10 30% 30 95 95 95 SEER EER SEER, SEER SEER SEER 1 .8 UNIT IPLV 3.5 4 SEER ISO:LATI SPRING ISO INTERNAL SPRING 150 TYPE OF REF RI NT CHARGE BIENT OPERATION ECONOMIZER R-410a 0 YE FACTORY CU DUCT OPENING LOCATION YES BOTTO SITE BUILT CURB BY G.C. RETURN SMOXE 3ETECTOR VELING CURB_ R110a 0 00% OA YES BOTTOM ELING CURB 12.0 14 SEER INTERNAL SPRING ISO R-410a 12.0 14 SEER INTERNAL SPRING ISO R-410a 12.0 14 SEER INTERNAL SPRING ISO R-410a 11.8 i4 SEER INTERNAL SPRING 150 R-410a 1 SE 3 ER 11.5 13.5 INTERNAL SPRING ISO R-410a 11.8 14 SEER INTERNAL SPRING ISO R-410a INTERNAL SPRING ISO 11:8 14 SEER INTERNAL SPRING 150 R -4108 YES BO! !UM LEVELING CURB BOTTOItII BOTTOM 10V. SE ICE OUTLET WITHIN 1 YEAR ON- SITE PARTS1LABC?R WA ELECTRONIC O & M DATA YE BY ELEC. YES' YES. NO Y ELEC. YES YES NO ELEC. YES YES BY ELEC. YES YE BY ELEC. Y S NO NO N NO NO BY ELEC. YES YES BY ELEC: YES. YES Y ELEC. Y ELEC. 6 YES Y ELEC. YES NO YES BY ELEC; YES YES Y ELEC. YES YES 5 YES BY ELEC YES NO BY ELEC YES BY EC. 5 S` YES YES YE YES YES YES NOTES: 1. SMOKI AND FIRI ETECTC [FE SAF IANTITY INDIC/ NTERLC KS A D G SCHEDULE IS NOT ALL- INCLUSIVE. DESIGN, SUPPLY /t Y E.C. PER BC AND MC CODE SECTIONS: BC 716, MC 607. D INSTAL OF C STEM IS BY EC UNDER THE SUPERVISI .0. ALL !RING DESCRIPTION UNIQUE TAG # EF-4 RCF-1 RCF-2 LOCATION OF FAN (ROOFTOP / ROOM NAME / PLAN GRID COORDINA S ROOFTOP OP GENERATOR ROOM ROOFTOP ROOFTOP QUANTITY SCOPE QUALIFIER (PROJECT PHASE, FUTURE, ALTERNATE, ETC) BLADE TYPE PROP / BI FC / PLUG PROJECT PHASE ECT PHASE ECT PHASE axci- PHASE 81 OJECT PHASE PROJECT PHASE PROP PROJECT PHASE BI PROJECT PHASE RIVE TYPE AND °USING (BELT / DIRECT ; CABINET/ SINS! IN NE C C ELT BELT BE T BELT BELT BELT BELT CONTROL OF FAN (VARIABLE SPEED / CONSTANT STAGED ARRAY) AREA OF BUILDING / SYSTEM SERVED CONSTANT CONSTANT CONSTANT CONSTANT CO CONSTANT TA HOME INFUSION MANUFAC NG PCN ELEC CAL ROOM GENE HOME INFOS! MANUFAC NG MANUFACTURER DATA STATUS (AS PROPOSED, AS APPROVED AS BUILT) AS APPROVED AS AP OVED AS APPROVED AS APPROVED AS AS APPROVED AS APPROVED MANUFACTURER GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREEN CK GREENHECK GREENHECK MODEL NUMBER NCL. CLASS, ARRANGEMENT, ROTATION VVHERE APPLICABLE) GB-091-4 SWB-110-7 SWB-110-10 TERIALS OF CONSTRUCTION UL 762 GREASE / SPARK RESISTANT / ENAMEL PAI IS DAMPER PROVIDED BY MANUFACTURER? (GRAVITY BACKDRAFT, MOTORIZED) GRAVITY BACKDRAFT GRAVITY BACKDRAFT TEFC lEFC TEFC TEFC TEFC TEFC FAN MOTOR EFFICIENCY (BY N STANDA MG-1, %) E MIN CODE IN CODE MIN CODE IN CCO MIN CODE N CODE MIN ARE AIR FLOW EAS PORTS TO BE PROVI D WITHIN FAN? NO NO NO P40 NO NO AGENCY LISTING (UL ETL AL DIMENSIONS x WIDTH He G INLET X OUTLET DI ACCESS & SERVICE C E (FRO R LEFT / RIG OPERATING WEIGHT LESS CURB AND STACK (LBS) TOP 73 5 x 23 75 9.75x11 .25 11 / 9.75x11.25 34.25 x34 x 36.13 25x25x26 TOP 17.25 x26x 26 9x26 750 CFM 1,200 CFM CFM 15 CF 240 CFM 2000 CFM ,495 CFM 5,710 CFIVI D SIGN TOTAL STATIC P SS DESIG FAN SPEED (RP ) 2472 1528 1782 ECTRIC OF ELECTRICA CONNECT! DATA 3 POWER RATING OF MOTOR PROVIDED (MHP) GENE TOR PO ER 460/3 0. 0. CODE N. VARIABLE FREQUENCY DRIVE STARTER PROVIDE BY YES NO CODE MIN. CODE MIN. CODE IN. CODE N. 460/3 7.5 COIDE MIN. YES YES YES YES NO NO NO BY E.C. BY E.C. DISCONNECT PROVIDED BY CODE BY E.C. QUIRED ELECTRICAL LET PROVIDED Y BY E.C. BY E.C. BY E.0 E.C. E.C. NO ACOUSTICAL & SEISMIC FAN IS SEISMIC ATTACH ETHOD (BOLT TO SLAB / WAFFLE PAD SPRINGS & SNUBBERS) _ ISOIATION DEFLECTION (IN.) DUCT CONNECTION IsoLATI QU NG POI MANUFACTURERS CERTIFICATE OF SEISMIC COMPLIANCE INCWDED PER 18 DOCU FACTORY TESTING OF A UNI AT I3ESIGN LOAD DITIONS (YES / NO) SO D POWER AT DESIGN CONDIT! (RE 10-1 FOR 63 Hz BAND (INLET / DISCHARGE,/ RADIATED, dB : 72 86 75 91 FOR 125 Hz BAND NLET DISCHARGE/RADIATED, dB): 74 FOR 250 Hz BAND NLET / DISCHARGE DIATED, dB): 74 76 73 FOR 500 Hz BAND (INLET/ SCHARGE DIATED, dB): 63 FOR 1000 AND INLET FOR 2000 ND (INLET FOR 4000 Hz ND NLET DISCHARGE /RADIATED, d : 49 76 76 74 NOTES: MA AC MODEL # DAIKIN MCQUAY SUPPLY CFM MINI OUTS! AIR SUPPLY T.S.P. SUPPLY BHP SUPPLY MHP DRAW 3815 100% 4.13 2.5 4.22 VFD FAN RPM SUPPLY CIENCY SUPPLY FANS YES 627 CCOE MIN 1 COOLING TYPE NOMINAL TONNAGE COOLING COIL E.AT (D B UNIT LAT (DB) AMBIENT TEMPERATURE NUMBER Cr COMPRESSORS FULLY MODULATING CAPACITY COMPRESSOR TYPE COOLING I143H TOTAL COOLING 143H SENSIBLE AIR PRESSURE DROP (IN) MATERIAL COOLING DX orF 2 YES ERTER SCROLL 132000 122000 0.2 12.3 ALUMINUM HEATING HE.ATING TYPE INPUT CAPACITY (11/113H) 0 OUTPUT CAPAC 24°F HX PE (DIRECT/INDI CT) MINIMU DULATION GAS INLET PRESS MA AL DIRECT 5/1 5/1 4 STAINLESS STEEL ELECTRICAL VOLTA HASE UNIT FLA UNIT MCA UNIT OP DISCONNECT GENERATOR POWER 23.2 30 YES ELECTRIC YES OVERALL HE GHT (INC UDING CURB, IN) OVE OVERALL LE TOTAL WEIGHT ( LBS 55.8 96.5 11.7 432 PRE LTER TONS AT ECIFIED CONDITIONS YES 4" PLEATED 11 T TEMPERATURE UNIT IEER IS PE ON REFRIGERANT 95 12.3 19.2 IN SPRING ISO 1 REFRI LO A ON 17 TA FACTORY CURB DUCT OPENING LOCATICI4 SITE BUILT CU SMOKE DETECTOR 110 V. SERVICE OUTLET THIN 25' -SITE P ELEC BAS I WAGE YES YES BOTTOM LEVEUNG CURB YES BY ELEC. YES YES YES Fl RING UFACTURER MODEL CAPACITY CFH PRV-4 20 COHN. PRESSURE 5 PSI OUTLET CONN. PRESSURE 11" C. ORIFICE SPRING 180 180 150 ,12 5 PSI PRV-7 METER EQUIMETER EQUIMETER 180 225 5 PSI 5 PSI 3/4" 1/2" 5 11 Provide 2. For maser / • gas pipe as required to match in d pipe sizes. t buildout Gas pressure regulators for retail spaces to be provided under the tenant improvement portion of e work. mace/model selections are compatible with design capacities and pressures notd above. CEILING SUPPLY DIFFUSER SCHEDULE TAG BASIS DESIGN - P CE MODEL NO. (UN ES MAXIMUM CFM NECK SIZE FACE I BORDER PE MATERIAL NOTED OTHE 0 CB LING PE S CD PROVIDE SHEET METAL OR DUCTI3OARD PLENUM SMCD 24 4 T AR 24 4 T-BAR STEEL STEEL NO 24 4 NO DT12 SNICD CD 2 STEEL PROVIDE STANDARD E FINISH YES YES YES NO 008 SMCD 210 SMCD 5 CD 600 CD 815 8x8 14x14 GWB STEEL 16x16 8 GWB 14x14 STEEL SMCD GWB STEEL NO NO NO NO NO YES YES YES YES YES . SMCD MODULAR CODE DIFFUSERS USE 4-WAY THROW PATTERN UNLESS SHOWN 0 PROVIDE OPPOSED BLADE DAMPER WITI-I UNIT WHERE SHOWN ON PLANS PROVIDE YOUNG REGULATOR MODEL 270-275 REMOTE DAMPER CONTROL KIT 4. PROVIDE "SR' RO ERS TO ACH EVE NECK SE ON P NSFER AIR GRILLE SCHEDULE EC5 GI DEVICE TYPE EGGCRATE GRILLE BASIS OF DESIGN P CE MODEL NO. 0 80 530 530 NOUT SS NOTED OTHERWI INGS) RD. 10" 14" RD. WO 13 1200 2400 1200 1600 FACE SIZE 24 X 24 24 X 48 12 X 12 24 X 12 12 X 12 16.X 6 18 X 18 24 X 24 24 X 30 MOU T-BAR GWB GWB GWE GVVB ALUM ALIN ALUM A STEEL TEEL STEEL STEEL PROVI OR NS ON TO RE TANGU R YES YES YES YES YES PROVIDE FOR DUCTED APPUCATION NO YES IrES NO NO NO NO NO NO NO NO PROVIDE STANDARD #26 WHITE FINISH YES YES YES YES YES YES YES YES YES YES YES SUPPLY REGISTER SCHEDULE TAG #1 SVVR1 SVIiR2 SWR3 DEVICE T'PE REGISTER REGISTER REGISTER SERVICE SUPPLY SUPPLY RET /EXH BASIS OF DESIGN - SHOEMAKER RU our SIZE SEE PLAN SEE PLAN SEE PLAN MAXIMUM CFM SEE PLAN SEE PLAN SEE PLAN FACE SIZE 1 NECK SIDE SEE PLAN SEE PLAN SEE PLAN MOUNTING; SIDEWALL, EXP.DUCT SIDEWALL MATERIAL STEEL STEEL STEEL PROVIDE DOUBLE DEFLECTION DISCHARGE GRILLE YES YES NO PROVIDE FRAME FOR FLAT SURFACE MOUNT YES NO YES PROVIDE OPPOSED BLADE DAMPER YES YES YES PROVIDE STANDARD #26 WHITE FINISH YES YES YES GRAVITY VENT TOR 5 HE ULE DE IGN GFEENHECK EL R. FGR ROCIF OF CE BUILDING RELIEF HIGH Y WING RELIEF DESI THROAT FREE ORY SC D PER FAcrr CURB LE UNG CUTE BY GC THROAT SIZE (IN) 32 x60 32 x40 60 x43x 19 141 CI i!emilof ysour atur(ilyng 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 www.mckinstry.com 1 •,,,-pROjECT; BUILDING- McKINSTRY DIVISION. ENGIN EERING DESIGNED BY: TWLM DRAWN BY, CHECKED BY SHEET TITLE: RECEIVED DEC 0 3 2012 RMIT CENTER DS 00269 SEPARATE PERMIT AND APPROVAL REQUIRED PROVIDENCE PHARMACY TUKWILA, WA LANE COBURN & ASSOCIATES 12900 NE 180TH STREET, SUITE 201 BOTHELL, WA 98011 Main Office: 425 - 368 -4848 Fax: 425 - 968 -9796 Manhattan, NY: 646- 580 -5221 Los Angeles, CA: 213 - 375 -5221 www.lanecoburn.com .a ENGINEERING .onstructio n SABEY PROPERTIES, LLC 12201 TUKWILA INTERNATIONAL SEATTLE, WA 98168 -15121 Tel: 206- 281 -8700 Fax: 206 -282 -9951 www.sabey.com ELECTRICAL SHEET INDEX SHEET TITLE NUMBER PERMIT SET 11/26/2012 E001 COVER SHEET & DRAWING INDEX X 1 E002 LEGEND, SYMBOLS LEGEND, & ABBREVIATIONS E003 CALCULATIONS & FEEDER SCHEDULE E004 FIXTURE SCHEDULE & LIGHTING SUMMARY E101 ONE -LINE DIAGRAM, CALCULATIONS E102 FAULT CURRENT CALCULATIONS E301 POWER FLOOR PLAN E302 TELECOM /CABLE TRAY PLAN X X X X X X X E311 MECHANICALFLOOR PLAN E401 LIGHTING FLOOR PLAN X E501 ENLARGED ROOM PLANS E601 DETAILS E602 DETAILS E603 DETAILS X E701 PANEL SCHEDULES E702 PANEL SCHEDULES X TOTAL NUMBER OF SHEETS IN ISSUE: p RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER SEPARATE PERMIT AND APPROVAL RED 0 a U W G H CI LANE COBURN & ASSOCIATES H m LL N E co w ti w W M d' V L0 pj H 0) fn io c? N = rn u n Q O U w 0- 0 LL w EXPIRES: 11 -16 -2013 w w W = Z Cn C9 • Z W O < U � 0 DRAWING TITLE: Z 0 LL Z w U Z w 0 0 0 w 0 a AND PHARMACY PROJECT ENGINEER: KEITH LANE DESIGNER: NICK ALEXANDER REVIEWED BY: KEITH LANE PROJECT NO. 12166 DRAWING FILE NAME SHEET: E001 SYMBOLS LEGEND - POWER SYMBOL DESCRIPTION PLAN DIAGRAM 1q 1 LUMINAIRE ADJACENT NUMBER INDICATES CIRCUIT GROUPING LOWER CASE LETTER INDICATES SWITCHING GROUP SHADING INDICATES EGRESS LUMINAIRE ON EMERGENCY CIRCUIT OR WITH BATTERY BACKUP BALLAST (TYPICAL) SURFACE 2x4 FLUORESCENT, TYPE AS NOTED SURFACE 1x4 FLUORESCENT, TYPE AS NOTED SURFACE 2x2 FLUORESCENT, TYPE AS NOTED RECESSED 2x4 FLUORESCENT, TYPE AS NOTED RECESSED .1x4 FLUORESCENT, TYPE AS NOTED RECESSED 2x2 FLUORESCENT, TYPE AS NOTED PENDANT- MOUNTED LUMINAIRE, TYPE AS NOTED WALL- MOUNTED FLUORESCENT LUMINAIRE, TYPE AS NOTED STRIP FLUORESCENT, TYPE AS NOTED STAGGERED -STRIP FLUORESCENT, TYPE AS NOTED DOWNUGHT OR CEILING- MOUNTED LUMINAIRE, TYPE AS NOTED WALL - MOUNTED LUMINAIRE, TYPE AS NOTED WALL WASH LUMINAIRE, TYPE AS NOTED DIRECTIONAL LUMINAIRE, TYPE AS NOTED TRACK UGHT - LENGTH AS INDICATED NUMBER OF LUMINAIRES AS SHOWN POLE- MOUNTED LUMINAIRE, TYPE AS NOTED NUMBER OF LUMINAIRES AS SHOWN EXTERIOR LANDSCAPE LUMINAIRE, TYPE AS NOTED ILLUMINATED EXIT SIGN - SINGLE FACE ARROW INDICATES DIRECTION OF EGRESS ILLUMINATED EXIT SIGN - SINGLE FACE ARROW INDICATES DIRECTION OF EGRESS BATTERY- POWERED EMERGENCY WALLPACK COMBINATION BATTERY POWERED EMERGENCY WALLPACK AND ILLUMINATED EXIT SIGN TIME CLOCK - TYPE AS NOTED LIGHTING CONTROL SYSTEM POWER PACK ILLUMINATION CONTROL STATION OCCUPANCY SENSOR PHOTOELECTRIC CONTROL CONTACTOR WITH NUMBER OF POLES SHOWN 41) TRANSFORMER T 44 6a,b COSUBSCRIPTS INDfCAiE: OUTLET (2 -DATA, 2- VOICE) CR = A - COMPLIES WITH A.D.A. DELTA ii e D - DESK-MOUNTED WYE 480Y/277V, 30, 4 -WIRE PANELBOARD 208Y/120V, 30, 4 -WIRE PANELBOARD MCA �� K EQUIPMENT CABINET - TYPE AS NOTED W - WALL-MOUNTED K FC 4 - 4 -DATA, 2 -VOICE Q % TELEVISION JACK QM METER 0 FIRE ALARM CONTROL PANEL SPEAKER - CEILING SURFACE-MOUNTED OS SHLD DIGITAL METERING UNIT -'. DMU 1=P 1: 0 10 0 fc• A o-D o et !e! 200/5 SPEAKER - WALL RECESSED - MOUNTED CURRENT TRANSFORMER SHEET CLOCK - WALL-MOUNTED iD QUANTITY AND RATIO AS INDICATED INTERCOM - WALL MOUNTED PP MODIFIED DIFFERENTIAL GROUND FAULT 1ST CIRCUIT BREAKER R CB C q ) 130/3 NUMBER INDICATES TRIP SETTING AND NUMBER OF POLES CL - INDICATES CURRENT LIMITING ST - INDICATES SHUNT TRIP =1 SQ •) DRAWOUT AC TYPE POWER CIRCUIT BREAKER ARCHITECTURAL 6 WP MFR . > i BREAKER WITH EXTERNAL GROUND FAULT RELAY AND CT CCTV CAMERA - PAN/TILT /ZOOM TYPE ,1 III 1 0 FIXTURE MG MOTOR GENERATOR HIGH VOLTAGE CABLE TERMINATOR - ATS •-• •-III LIGHTNING ARRESTORS FULL LOAD AMPERES •--I HII SURGE ARRESTORS ALARM PUSHBUTTON STANDARD 30 AUTOMATIC FUSE WITH RATING I 1 MIN P - INDICATES WITH PILOT LIGHT -CO- MOTOR THERMAL OVERLOADS - (3) UNLESS OTHERWISE NOTED AWG H 1— NORMALLY OPEN CONTACT FLOOR --4-- cl a NORMALLY CLOSED CONTACT 2- POSITION SELECTOR SWITCH STARTER BC K FLUOR KEYED SECURITY SWITCH O65 MAIN LUGS ONLY Q THERMOSTAT BLDG - + FT - IIII ALARMED EXIT DEVICE BATTERY --- $ BKR SINGLE -POLE WALL SWITCH $3a FUTURE WALL SWITCH - SUBSCRIPT INDICATES DEVICE SVC LOWER CASE LETTER INDICATES SWITCHING GROUP BMS BUILDING MANAGEMENT SYSTEM 2 2 -POLE LV LOW- VOLTAGE GROUND MTD 3 3 -WAY OC OCCUPANCY SENSOR TYPE SW SWITCH 4 4 -WAY OP OCCUPANCY /PHOTOELECTRIC TYPE CONDUIT OR CENTIGRADE GA K KEYED WP WEATHERPROOF MTS MANUAL TRANSFER SWITCH T TIME SWITCH $M CAT MOTOR -RATED SWITCH - SIZE OL PER MOTOR REQUIREMENTS EH GALVANIZED MECHANICAL EQUIPMENT EMERGENCY SHUTDOWN SWITCH ® ® EQUIPMENT CONNECTION 0 0 GENERATOR GENERATOR 0 NORMALLY CLOSED 0 MOTOR CONNECTION - SEE SCHEDULE FOR MOTOR DATA CKT I. GFI GROUND FAULT CIRCUIT INTERRUPTER STARTER 0 SYS a CLG CEILING 3 -POLE, NEMA SIZE 1 MINIMUM UNLESS NOTED OTHERWISE COMBINATION STARTER GALVANIZED RIGID STEEL NEMA HP RATED, 3 -POLE, NEMA SIZE 1 MINIMUM, UNLESS NOTED TB TERMINAL BLOCK OTHERWISE - OVERCURRENT PROTECTION AS REQUIRED CONDUIT ONLY WITH PULL STRING HH BY EQUIPMENT MANUFACTURER OR AS NOTED Eh --oo- DISCONNECT SWITCH TIME DELAY COL 3 -POLE UNLESS NOTED OTHERWISE 3 HIGH INTENSITY DISCHARGE NIC FUSED DISCONNECT SWITCH 3 -POLE UNLESS NOTED OTHERWISE - OVERCURRENT TEL TELEPHONE COMM COMMUNICATIONS PROTECTION AS REQUIRED BY EQUIPMENT MANUFACTURER HORIZONTAL NL NIGHT LIGHT TEMP OR AS NOTED CONN 04 HP HORSEPOWER CONTACTOR NUMBER TERM TERMINAL 4 HI_ SUBSCRIPT INDICATES NUMBER OF POLES HIGH PRESSURE SODIUM © RELAY COIL THD TOTAL HARMONIC DISTORTION CR- CONTROL RELAY; TD-TIME DELAY RELAY; CONTROL POWER TRANSFORMER HT UV- UNDERVOLTAGE RELAY; M -MOTOR CONTACTOR; X14 NOT TO SCALE RECEPTACLE - SUBSCRIPT INDICATES WP CS SUBSCRIPT NUMBER INDICATES CIRCUIT GROUPING HTR HEATER SUBSCRIPT LETTER INDICATES: ON- CENTER THWN C- MOUNTED 6" ABOVE COUNTER CT CURRENT TRANSFORMER DC -DROP CORD AND RECEPTACLE FROM CEILING CURRENT OD GFI - GROUND FAULT CIRCUIT INTERRUPTER THERMOPLASTIC IG- ISOLATED GROUND TYPE COPPER IBE SP -SURGE PROTECTION TYPE OFCI OWNER FURNISHED CONTRACTOR WP- WEATHERPROOF TOP OF STEEL OR SUPPORT DC XP- EXPLOSION PROOF ie- INSTALLED BY OTHERS GROUNDING TYPE SINGLE RECEPTACLE ICE TS GROUNDING TYPE DUPLEX RECEPTACLE DED DEDICATED GROUNDING TYPE DUPLEX RECEPTACLE INTERRUPTING CAPACITY OL MOUNTED 6" ABOVE COUNTER if., TWISTED- SHIELDED PAIR GROUNDING TYPE DOUBLE DUPLEX RECEPTACLE DETAIL ICS GROUNDING TYPE DOUBLE DUPLEX RECEPTACLE OPNG OPENING MOUNTED 6" ABOVE COUNTER C DIA CEILING- MOUNTED DUPLEX RECEPTACLE Cc INSIDE DIAMETER SPLIT WIRED GROUNDING TYPE DUPLEX RECEPTACLE 10 TTC SPECIAL PURPOSE RECEPTACLE - TYPE AS NOTED X DIMENSION FLOOR BOX WITH FIRE /SMOKE RATED PENETRATION P PA FLUSH WITH HINGED COVER UNLESS OTHERWISE NOTED TYP o.= DISC PEDESTAL- MOUNTED DEVICES ON FLOOR BOX POKE -THRU FITTING WITH 2 -HOUR FIRE /SMOKE RATED IJB INSTRUMENT JUNCTION BOX PB PULLBOX UC PENETRATION, WITH DEVICES AS INDICATED DMU • IN INCH OR INCHES • PRIVATE BRANCH EXCHANGE EQUIPMENT PUSHBUTTON UNDER -FLOOR DN SYMBOLS LEGEND - LIGHTING SYMBOL DESCRIPTION PLAN DIAGRAM 1q 1 LUMINAIRE ADJACENT NUMBER INDICATES CIRCUIT GROUPING LOWER CASE LETTER INDICATES SWITCHING GROUP SHADING INDICATES EGRESS LUMINAIRE ON EMERGENCY CIRCUIT OR WITH BATTERY BACKUP BALLAST (TYPICAL) SURFACE 2x4 FLUORESCENT, TYPE AS NOTED SURFACE 1x4 FLUORESCENT, TYPE AS NOTED SURFACE 2x2 FLUORESCENT, TYPE AS NOTED RECESSED 2x4 FLUORESCENT, TYPE AS NOTED RECESSED .1x4 FLUORESCENT, TYPE AS NOTED RECESSED 2x2 FLUORESCENT, TYPE AS NOTED PENDANT- MOUNTED LUMINAIRE, TYPE AS NOTED WALL- MOUNTED FLUORESCENT LUMINAIRE, TYPE AS NOTED STRIP FLUORESCENT, TYPE AS NOTED STAGGERED -STRIP FLUORESCENT, TYPE AS NOTED DOWNUGHT OR CEILING- MOUNTED LUMINAIRE, TYPE AS NOTED WALL - MOUNTED LUMINAIRE, TYPE AS NOTED WALL WASH LUMINAIRE, TYPE AS NOTED DIRECTIONAL LUMINAIRE, TYPE AS NOTED TRACK UGHT - LENGTH AS INDICATED NUMBER OF LUMINAIRES AS SHOWN POLE- MOUNTED LUMINAIRE, TYPE AS NOTED NUMBER OF LUMINAIRES AS SHOWN EXTERIOR LANDSCAPE LUMINAIRE, TYPE AS NOTED ILLUMINATED EXIT SIGN - SINGLE FACE ARROW INDICATES DIRECTION OF EGRESS ILLUMINATED EXIT SIGN - SINGLE FACE ARROW INDICATES DIRECTION OF EGRESS BATTERY- POWERED EMERGENCY WALLPACK COMBINATION BATTERY POWERED EMERGENCY WALLPACK AND ILLUMINATED EXIT SIGN TIME CLOCK - TYPE AS NOTED LIGHTING CONTROL SYSTEM POWER PACK ILLUMINATION CONTROL STATION OCCUPANCY SENSOR PHOTOELECTRIC CONTROL CONTACTOR WITH NUMBER OF POLES SHOWN 41) < COMPUTER/DATA OUTLET (2 -DATA) 44 6a,b COSUBSCRIPTS INDfCAiE: OUTLET (2 -DATA, 2- VOICE) CR SCHED A - COMPLIES WITH A.D.A. AC ALTERNATING CURRENT D - DESK-MOUNTED FURNISHED BY OWNER OR OTHERS MCA �� K 0 W - WALL-MOUNTED K FC 4 - 4 -DATA, 2 -VOICE Q % TELEVISION JACK C)b SPEAKER LOWER -CASE LETTER INDICATES SWITCHING GROUP 0 FIRE ALARM CONTROL PANEL SPEAKER - CEILING SURFACE-MOUNTED OS SHLD SPEAKER - CEILING RECESSED - MOUNTED -'. -o-- -� 1=P 1: 0 10 0 fc• A o-D o et !e! t SPEAKER - WALL RECESSED - MOUNTED TC SHEET CLOCK - WALL-MOUNTED iD ES INTERCOM - WALL MOUNTED PP MODIFIED DIFFERENTIAL GROUND FAULT OC PC SPECIFICATION(S) R 2 C SYMBOLS LEGEND - COMMUNICATIONS SYMBOL DESCRIPTION PLAN DIAGRAM 1q 1 TELEPHONE OUTLET 41) < COMPUTER/DATA OUTLET (2 -DATA) 44 4 COSUBSCRIPTS INDfCAiE: OUTLET (2 -DATA, 2- VOICE) CR SCHED A - COMPLIES WITH A.D.A. AC ALTERNATING CURRENT D - DESK-MOUNTED FURNISHED BY OWNER OR OTHERS MCA P - PAY PHONE K WP W - WALL-MOUNTED K FC 4 - 4 -DATA, 2 -VOICE Q Q TELEVISION JACK C)b SPEAKER LOWER -CASE LETTER INDICATES SWITCHING GROUP 0 FIRE ALARM CONTROL PANEL SPEAKER - CEILING SURFACE-MOUNTED OS SHLD SPEAKER - CEILING RECESSED - MOUNTED le MOTION DETECTOR - INFRARED TYPE SPEAKER - WALL SURFACE - MOUNTED IC) MDF SPEAKER - WALL RECESSED - MOUNTED K9 SHEET CLOCK - WALL-MOUNTED iD ES INTERCOM - WALL MOUNTED SYMBOLS LEGEND - SECURITY SYMBOL DESCRIPTION PLAN DIAGRAM ABBREVIATION DESCRIPTION ABBREVIATION Wp A AMMETER, AMPERE OR AMPS FA CARD READER CR CR SCHED SCHEDULE AC ALTERNATING CURRENT WP INDICATES WEATHERPROOF FURNISHED BY OWNER OR OTHERS MCA MINIMUM CIRCUITAMPACITY K WP AF K FC KEYPAD MC METAL CLAD CABLE SECT SECTION AFF ABOVE FINISHED FLOOR WP INDICATES WEATHERPROOF FIRE ALARM CONTROL PANEL MD MOTOR CONTROL CENTER SHLD MD AFG MOTION DETECTOR - INFRARED TYPE FDN FOUNDATION MDF MAIN DISTRIBUTION FRAME SHT SHEET ELECTRIC DOOR STRIKE ES ES FEEDER MDGF MODIFIED DIFFERENTIAL GROUND FAULT SPEC SPECIFICATION(S) APPROX DOOR /WINDOW CONTACT C C MECH =1 SQ SQUARE oa ARCHITECTURAL CCTV CAMERA - FIXED TYPE WP MFR WP INDICATES WEATHERPROOF oa) oa) CCTV CAMERA - PAN/TILT /ZOOM TYPE AMP TRIP WP FIXTURE MG MOTOR GENERATOR ST WP INDICATES WEATHERPROOF ATS • p FULL LOAD AMPERES • p ALARM PUSHBUTTON STANDARD AUTO AUTOMATIC FLEX FLEXIBLE CONDUIT MIN P - INDICATES WITH PILOT LIGHT STL BR AWG AMERICAN WIRE GAGE BR FLOOR BIOMETRIC READER MISCELLANEOUS STRTR STARTER BC BARE COPPER FLUOR CARD READER W /BIOMETRIC DEVICE [.1zl:] MAIN LUGS ONLY STRUCT [Na7 BLDG BUILDING FT FOOT OR FEET ALARMED EXIT DEVICE V:17 SV FAO BKR LIST OF ABBREVIATIONS ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION A AMMETER, AMPERE OR AMPS FA FIRE ALARM MAX MAXIMUM SCHED SCHEDULE AC ALTERNATING CURRENT FBO FURNISHED BY OWNER OR OTHERS MCA MINIMUM CIRCUITAMPACITY SEC SECONDARY AF AMP FRAME FC FOOTCANDLE MC METAL CLAD CABLE SECT SECTION AFF ABOVE FINISHED FLOOR FCP FIRE ALARM CONTROL PANEL MCC MOTOR CONTROL CENTER SHLD SHIELD OR SHIELDED AFG ABOVE FINISHED GRADE FDN FOUNDATION MDF MAIN DISTRIBUTION FRAME SHT SHEET AIC AMPS INTERRUPTING CURRENT FDR FEEDER MDGF MODIFIED DIFFERENTIAL GROUND FAULT SPEC SPECIFICATION(S) APPROX APPROXIMATELY FHP FRACTIONAL HORSEPOWER MECH MECHANICAL SQ SQUARE ARCH ARCHITECTURAL FIN FLR FINISHED FLOOR MFR MANUFACTURER SS STAINLESS STEEL AT AMP TRIP FIXT FIXTURE MG MOTOR GENERATOR ST SHUNT TRIP ATS AUTOMATIC TRANSFER SWITCH FLA FULL LOAD AMPERES MH MANHOLE STD STANDARD AUTO AUTOMATIC FLEX FLEXIBLE CONDUIT MIN MINIMUM STL STEEL AWG AMERICAN WIRE GAGE FLR FLOOR MISC MISCELLANEOUS STRTR STARTER BC BARE COPPER FLUOR FLUORESCENT MLO MAIN LUGS ONLY STRUCT STRUCTURAL BLDG BUILDING FT FOOT OR FEET MOCPD MAXIMUM OVERCURRENT PROTECTIVE SV SOLENOID VALVE BKR BREAKER FUT FUTURE DEVICE SVC SERVICE BMS BUILDING MANAGEMENT SYSTEM G OR GND GROUND MTD MOUNTED SW SWITCH C CONDUIT OR CENTIGRADE GA GAUGE MTS MANUAL TRANSFER SWITCH SWBD SWITCHBOARD CAT CATALOG GALV GALVANIZED N NEUTRAL SYM SYMMETRICAL CB CIRCUIT BREAKER GEN GENERATOR NC NORMALLY CLOSED SYNC SYNCHRONOUS CKT CIRCUIT GFI GROUND FAULT CIRCUIT INTERRUPTER NEC NATIONAL ELECTRICAL CODE SYS SYSTEM CLG CEILING GRS GALVANIZED RIGID STEEL NEMA NATIONAL ELECTRICAL TB TERMINAL BLOCK CO CONDUIT ONLY WITH PULL STRING HH HANDHOLE MANUFACTURERS ASSOCIATION TD TIME DELAY COL COLUMN HID HIGH INTENSITY DISCHARGE NIC NOT IN CONTRACT TEL TELEPHONE COMM COMMUNICATIONS HORIZ HORIZONTAL NL NIGHT LIGHT TEMP TEMPERATURE OR TEMPORARY CONN CONNECT OR CONNECTION HP HORSEPOWER NO NUMBER TERM TERMINAL CP CONTROL PANEL HPS HIGH PRESSURE SODIUM NO NORMALLY OPEN THD TOTAL HARMONIC DISTORTION CPT CONTROL POWER TRANSFORMER HT HEIGHT NTS NOT TO SCALE THHN HEAT- RESISTANT THERMOPLASTIC CS CONTROL STATION HTR HEATER OC ON- CENTER THWN MOISTURE- AND -HEAT RESISTANT CT CURRENT TRANSFORMER I CURRENT OD OUTSIDE DIAMETER THERMOPLASTIC CU COPPER IBE INSTALLED /CONNECTED BY ELECTRICAL OFCI OWNER FURNISHED CONTRACTOR TOS TOP OF STEEL OR SUPPORT DC DIRECT CURRENT !BO INSTALLED BY OTHERS INSTALLED TS TAMPER SW ITCH DED DEDICATED IC INTERRUPTING CAPACITY OL OVERLOADS TSP TWISTED- SHIELDED PAIR DET DETAIL ICS ILLUMINATION CONTROL STATION OPNG OPENING TTB TELEPHONE TERMINAL BOARD DIA DIAMETER ID INSIDE DIAMETER P POLE TTC TELEPHONE TERMINAL CABINET DIM DIMENSION IDF INTERMEDIATE DISTRIBUTION FRAME PA PUBLIC ADDRESS TYP TYPICAL DISC DISCONNECT IJB INSTRUMENT JUNCTION BOX PB PULLBOX UC UNDER- COUNTER DMU DIGITAL METERING UNIT IN INCH OR INCHES PBX PRIVATE BRANCH EXCHANGE OF UNDER -FLOOR DN DOWN INST INSTANTANEOUS PF POWER FACTOR UG UNDERGROUND DWG DRAWING INSTR INSTRUMENT PH PHASE UL UNDERWRITER LABORATORIES EA EACH JB, J -BOX JUNCTION BOX PKG PACKAGE UON UNLESS OTHERWISE NOTED EL ELEVATION (HEIGHT) k THOUSAND PLCS PLACES UPS UNINTERRUPTABLE POWER SUPPLY ELEC ELECTRICAL kcmil THOUSAND CIRCULAR MILS PNL PANEL OR PANELBOARD UTP UNSHIELDED TWISTED PAIR ELEV ELEVATION (VIEW) kV KILOVOLT PQ POWER QUALITY V VOLTS EMERG EMERGENCY kVA KILOVOLT AMPERES PR PAIR VM VOLTMETER EMT ELECTRICAL METALLIC TUBING kVAR KILOVOLT AMPERES REACTIVE PRI PRIMARY W WATTS OR WIRE ENCL ENCLOSURE kW KILOWATTS PT POTENTIAL TRANSFORMER W/ . WITH EOL END -OF -LINE DEVICE kWH KILOWATT HOURS PVC POLYVINYL CHLORIDE WM WIREMOLD EPR ETHYLENE PROPYLENE RUBBER kWHD KILOWATT HOUR DEMAND PWR POWER W/O WITHOUT EQUIP EQUIPMENT LED LIGHT EMITTING DIODE QTY QUANTITY WP WEATHERPROOF EWC ELECTRIC WATER COOLER LS LIMIT SWITCH R RESISTANCE OR RADIUS X REACTANCE EWH ELECTRIC WATER HEATER LTG LIGHTING REC RECEPTACLE XFMR TRANSFORMER EXH EXHAUST LTS LIGHTS REQD REQUIRED XHHW MOISTURE /AND HEAT - RESISTANT EXIST OR (E) EXISTING LV LOW VOLTAGE REV REVISION CROSS- LINKED SYNTHETIC POLYMER EXT EXTERIOR M OR MTR MOTOR RM ROOM XLP CROSS - LINKED POLYETHYLENE F FAHRENHEIT MATL MATERIAL RPM REVOLUTIONS PER MINUTE XP EXPLOSION PROOF RS RAPID START Z IMPEDANCE SYMBOLS LEGEND - FIRE ALARM SYMBOL DESCRIPTION PLAN DIAGRAM A- IDENTIFYING NUMBER FIRE ALARM SYSTEM CONTROL PANEL ESR - ELEVATOR STATUS /RECALL FAC - FIRE ALARM COMMUNICATOR FCP - FIRE ALARM CONTROL PANEL FSA - FIRE SYSTEM ANNUNCIATOR HCP - HALON CONTROL PANEL HVA - HVAC OR EXHAUST STAIRWELL PRESSURIZATION FIRE ALARM FLOW SWITCH FIRE ALARM PRESSURE SWITCH FIRE ALARM TAMPER SWITCH POST INDICATOR VALVE FIRE ALARM PULL STATION FIRE ALARM STROBE FIRE ALARM HORN - STROBE NUMBER INDICATES CANDELLA RATING FIRE FIGHTER PHONE JACK HEAT DETECTOR F - FIXED TEMPERATURE R - RATE OF RISE ONLY R/C - RATE COMPENSATION R/F - RATE OF RISE AND FIXED TEMPERATURE SMOKE DETECTOR BT - BEAM TRANSMITTER BR - BEAM RECEIVER I - IONIZATION P - PHOTOELECTRIC FIRE ALARM SMOKE DETECTOR DUCT - MOUNTED WITH TUBE FLAME DETECTOR GAS DETECTOR ALARM UGHT A- ALARM; B- BEACON; F -FIRE; R- REMOTE; S- SECURITY LOWER -CASE LETTER INDICATES SWITCHING GROUP ALARM BUZZER A- ALARM; F -FIRE; S- SECURITY ALARM BELL A- ALARM; F -FIRE; S- SECURITY ALARM HORN WITH CHIME A- ALARM; F -FIRE; S- SECURITY - —G -LV- FCP C B -SHEET WHERE DETAIL IS TAKEN , FS Q SECTION OR ELEVATION SYMBOL FS D _...0 -A- i--r Q ] ---- ] -I- PS PB PS MH A SHEET NOTE TAG SYMBOL A - NOTE NUMBER Q LIGHTING FIXTURE IDENTIFICATION TS AVAILABLE AIC, REFER TO FAULT TS CURRENT CALCULATIONS, SHEET E102 POWER RACEWAY /CABLE IDENTIFICATION <C122> PIV 0 PIV O REFERENCE PHOTO NUMBER AND DIRECTION F II REVISION SYMBOL F 'o " ' • 'o' ' ' • 30 30 H _ © • c ® Q 0 0 Oa A A H _ )z I-QI 01 Q 0 0 A A © • SYMBOLS LEGEND - GENERAL SYMBOL DESCRIPTION PLAN DIAGRAM A- IDENTIFYING NUMBER CONDUIT - CONCEALED IN CONSTRUCTION IN FINISHED AREAS, EXPOSED IN UNFINISHED AREAS CONDUIT - CONCEALED IN OR UNDER FLOOR OR ROUTED UNDERGROUND GROUND WIRE LOW- VOLTAGE WIRING (CLASS B) EXISTING TO BE REMOVED (CROSS- HATCHED) HEAVY UNEWEIGHT INDICATES NEW WORK LIGHT UNEWEIGHT INDICATES EXISTING INFORMATION CONDUIT OR CABLE TURNING DOWN CONDUIT OR CABLE TURNING UP CONDUIT STUB - TERMINATE WITH BUSHING OR CAP IF UNDERGROUND CONDUIT SEAL FLEXIBLE CONDUIT HOME RUN - NUMBER OF CONDUCTORS AS INDICATED SMALL HASH MARKS INDICATE PHASE CONDUCTORS LARGER HASH MARK INIDCATES NEUTRAL BACKSLASH INDICATES EQUIPMENT GROUND BACKSLASH WITH DOT INDICATES ISOLATED GROUND ALL UNMARKED CONDUIT RUNS ARE 1/2" CONDUIT WITH 412, 11112 GND UNLESS OTHERWISE NOTED CONDUCTORS - CONNECTED CONDUCTORS - NOT CONNECTED JUNCTION BOX PULLBOX - SIZE AS INDICATED OR AS REQUIRED BY CODE HANDHOLE WITH DESIGNATION MANHOLE WITH DESIGNATION - —G -LV- - -- C B -SHEET WHERE DETAIL IS TAKEN , C -SHEET WHERE DETAIL IS SHOWN Q SECTION OR ELEVATION SYMBOL D _...0 -A- i--r Q ] ---- ] -I- / m PB HH MH A SYMBOLS LEGEND - GROUNDING SYMBOL DESCRIPTION PLAN DIAGRAM A- IDENTIFYING NUMBER GROUND CONNECTION GROUND ROD GROUND WELL •-III ®-III •-III ®-III PROJECT GENERAL NOTES: 1. SYMBOLS SHOWN IN THE LEGEND ARE TYPICAL NOT ALL SYMBOLS MAY APPLY TO THIS PROJECT. REFERENCE SYMBOL LEGEND SYMBOL DESCRIPTION A DETAIL SYMBOL A- IDENTIFYING NUMBER B C B -SHEET WHERE DETAIL IS TAKEN C -SHEET WHERE DETAIL IS SHOWN Q SECTION OR ELEVATION SYMBOL A- IDENTIFYING NUMBER D B -SHEET WHERE SECTION IS TAKEN C -SHEET WHERE SECTION IS SHOWN / m NORTH ARROW TRUE NORTH AND BUILDING NORTH AS INDICATED A SHEET NOTE TAG SYMBOL A - NOTE NUMBER Q LIGHTING FIXTURE IDENTIFICATION F22,000> AVAILABLE AIC, REFER TO FAULT CURRENT CALCULATIONS, SHEET E102 POWER RACEWAY /CABLE IDENTIFICATION <C122> CONTROL RACEWAY IDENTIFICATION 0 CONTROL DIAGRAM NUMBER O REFERENCE PHOTO NUMBER AND DIRECTION A REVISION SYMBOL CONDITIONS SHOWN ON DOCUMENTS WERE TAKEN FROM AVAILABLE RECORD DOCUMENT INFORMATION AND FIELD INVESTIGATION. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL ELECTRICAL SYSTEMS WITHIN THE IDENTIFIED AREAS PRIOR TO STARTING ANY WORK. ANY DISCREPANCIES BETWEEN INFORMATION SHOWN AND ACTUAL CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT REQUIRED FOR A COMPLETE AND OPERATIONAL INSTALLATION. MATERIALS AND WORKMANSHIP SHALL FULLY COMPLY WITH THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE, THE INTERNATIONAL BUILDING CODE, AND THE LAWS AND REGULATIONS OF THE STATE OF WASHINGTON. ALL CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL BE LOCATED NO MORE THAN 48INCHES MEASURED FROM THE TOP OF THE JUNCTION OR DEVICE BOX NOR LESS THAN 15 INCHES MEASURED TO THE BOTTOM OF THE JUNCTION OR DEVICE BOX ABOVE THE FINISHED FLOOR. LIGHTING FIXTURES INSTALLED IN A SUSPENDED CEILING SHALL BE FASTENED TO THE CEILING FRAMING MEMBER AT ALL FOUR CORNERS WITH SCREWS AND ATTACHED NO.12 CEILING WIRES TO THE LIGHTING FIXTURES AT DIAGONALLY OPPOSITE CORNERS AND TO THE STRUCTURAL CEILING. 6. WHERE MORE THAN ONE NOMINAL VOLTAGE SYSTEM EXISTS IN A BUILDING, EACH UNGROUNDED SYSTEM CONDUCTOR SHALL BE IDENTIFIED BY PHASE AND SYSTEM. THE MEANS OF IDENTIFICATION SHALL BE PERMANENTLY POSTED AT EACH BRANCH CIRCUIT PANELBOARD. THE PHASE COLOR CODING OF THE INSULATION OF CONDUCTORS SHALL BE: a) BROWN- PURPLE - YELLOW FOR 480Y /277 -VOLT SYSTEM. b) BLACK- RED -BLUE FOR 208Y /120 -VOLT SYSTEM. c) BLACK WITH ORANGE TRACER -RED WITH ORANGE TRACER -BLUE WITH ORANGE TRACER FOR 360/208 VOLTS. 7. PER NFPA 101 THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT- CANDLE (11 LUX) AT THE WALKING SURFACE LEVEL IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS: 1) AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS. 2) CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 3) EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 4) INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1024.1, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 5) EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1008.1.5, FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON -SITE GENERATOR. 8. EVERY STRUCTURE AND PORTION THEREOF, INCLUDING NONSTRUCTURAL COMPONENTS THAT ARE PERMANENTLY ATTACHED TO STRUCTURES AND THEIR SUPPORTS AND ATTACHMENTS, SHALL BE DESIGNED AND CONSTRUCTED TO RESIST THE EFFECTS OF EARTHQUAKE MOTIONS IN ACCORDANCE WITH ASCE 7, EXCLUDING CHAPTER 14 AND APPENDIX 11A. THE SEISMIC DESIGN CATEGORY FOR A STRUCTURE IS PERMITTED TO BE DETERMINED IN ACCORDANCE WITH SECTION 1613 OR ASCE 7. MANUFACTURER TO PROVIDE ALTERNATE PRICE FOR CONTROL COMPARTMENT IN SEPARATE ARC RESISTANT ENCLOSURE TO ENSURE PPE LEVEL 1 OR LOWER WHILE IN CONTROL SECTION. b• (7,7 37 RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED m z 0 0 N W LLI LANE COBURN & ASSOCIATES EET, SUITE 201 cP c cn cis v N N W O ^ U • `- • fn O 212 c\-1 = a o Q N U W �t z VJ N W J V( N C z ; � 00 gam °us<3 �c1D: 3 EXPIRES: 11 -16 -2013 z z W 0 0 W I- -1 Q Cn J O ce m m m DRAWING TITLE: z O (1) LL z LLI U z 0 0 0 wW a a AND PHARMACY PROJECT ENGINEER: KEITH LANE DESIGNER: NICK ALEXANDER REVIEWED BY: KEITH LANE PROJECT NO. 12166 DRAWING FILE NAME SHEET: E002 TRANSFORMER SECONDARY FEEDER SCHEDULE 480- 208Y/120V XFMR, 90- DEGREE C COPPER CIRCUIT TAG RACEWAY CONDUCTORS PER SET, TO PANELBOARD SETS SIZE PHASE NEUTRAL BONDING JUMPER IG GROUND ELEC COND T15 1 3/4" (3) - #8 (1)48 (1) - #8 11 (1)48 T15K 1 1" (3) - #6 (2)48 (1) - #8 4180 (1) - #8 T15K -IG 1 1" (3) - #6 (2)48 (1) - #8 (1) - #8 (1) - #8 T30 1 1 -1 /4" (3) - #2 (1)42 (1) -#8 3500C3 (1) - #8 T30K 1 1 -1 /2" (3) - #2 (2)42 (1) - #8 (1) -500 kcmil (1) - #8 T30K -IG 1 1 -1 /2" (3)42 (2) - #2 (1) - #8 (1) - #8 (1) - #8 T45 1 2" (3) - #1/0 (1) - #1 /0 (1) - #6 (3) -500 kcmil (1)46 T45K 1 2" (3) - #2/0 (2) - #1 /0 (1) - #4 3 -1/2" (1)44 T45K -IG 1 2" (3)- #210 (2) - #1 /0 (1) - #4 (1) - #4 (1) - #4 T75 1 2 -1/2" (3) -250 kcmil (1) -250 kcm it (1) - #2 6 (1) - #2 T75K 1 3" (3) -300 kcmil (2)- 250kcmil (1) - #2 2010 (1) - #2 T75K -IG 1 3" (3) -300 kcm it (2) -250 kcm it (1) - #2 (1) - #2 (1)42 T112 2 2" (3) - #3/0 (1) - #3/0 (1) - #2 1600C3 (1)42 T112K 2 2- 1/2 " (3) - #4/0 (2) - #3/0 (1) - #1/0 (1)41/0 T112K -IG 2 2 -1/2" (3) - #4/0 (2) - #3/0 (1) - #1/0 (1) - #1/0 (1) - #1 /0 T150 2 2 -1/2" (3)- 250 kcm il (1)- 250 kcm il (1)- #110 (3) -500 kcmil (1) - #1/0 T150K 2 3" (3) -300 kcmil (2) -250 kcmil (1) - #1/0 3 -1/2" (1)41/0 T150K -IG 2 3" (3) -300 kcmil (2) -250 kcmil (1) - #1/0 (1) - #1/0 (1) - #1/0 T225 3 3" (3) -300 kcmil (1) -300 kcmil (1) - #2/0 4 (1) - #2 /0 T225K 3 3.5" (3) -400 kcm it (2) -300 kcm it (1) - #3/0 1240 (1) - #3 /0 T225K -IG 3 3.5" (3) -400 kcmil (2) -300 kcmil (1) - #3 /0 (1) - #3/0 (1) - #3/0 T300 3 3" (3) -400 kcm it (1 )-400 kcm it (1 )-#3/0 1000C3 800C4 (1 )-#3/0 T300K 3 3 -1/2" (3) -500 kcmil (2) -400 kcmil (1) - #3/0 (1)42/0 (1) -#1/0 (1) - #3/0 T300K -IG T500 3 4 4" 3 -1 /2" (3) -500 kcmil (3) -600 kcm it (2) -400 kcmil (1) -600 kcm it (1) - #3/0 (1) -300 MCM (1) - #3/0 (1) - #3 /0 (1) - #3/0 T500K 5 3.5" (3) -500 kcmil (2) -400 kcmil (1) -350 MCM 3" (1) - #3/0 T500K -IG 5 4" (3) -500 kcmil (2) -400 kcmil (1) -350 MCM (1) -350 MCM (1)43/0 T750 6 3 -1/2" (3) -600 kcmil (1) -600 kcmil (1) -500 MCM 2 (1)43/0 T750K 7 4" (3) -600 kcmil (2) -500 kcmil (1) -600 MCM 510 (1) - #3/0 T750K -IG 7 4" (3) -600 kcmil (2) -500 kcmil (1) -600 MCM (1) -500 MCM (1) - #3/0 GENERAL NOTES: 1. USE RACEWAY AS EQUIPMENTGROUND PER NEC 250 -118. WHERE CONTINUOUS METALLIC RACEWAY IS NOT UTILIZED, PROVIDE EQUIPMENT GROUNDING CONDUCTOR. 2. RACEWAYSIZE IS BASED ON EMT & FLEX, WHICHEVER REQUIRES THE LARGER SIZE. 3. CONDUITAND WIRE MAYBE REPLACED WITH MC CABLE. 4. UNDERGROUND CONDUCTORS SHALL BE XHHW2. 5. ABOVE GROUND CONDUCTORS SHALL BE THHN /THWN OR XHHW -2. FEEDER AND BRANCH CIRCUIT SCHEDULE 90- DEGREE C COPPER CIRCUIT TAG (NOTE 1) OCPD AMPS (NOTE 2) WIRE AMPS (NOTE 3) RACEWAY CONDUCTORS PER SET NO. SETS SIZE (NOTE 4) CU PHASE CONDUCTORS NEUTRAL CONDUCTOR CU GROUND (NOTE 5) EMT RMC /SCH.40 4000C4 4000 4180 11 3" 3 -1/2" (3) -500 kcmil (1) -500 kcmil (1) -500 kcmil 4000C3 4000 4180 11 3" 3 -1/2" (3) -500 kcmil (1) -500 kcmil 3500C4 3500 3800 10 3" 3 -1/2" (3) -500 kcmil (1) -500 kcmil (1) -500 kcmil 3500C3 3500 3800 10 3" 3 -1/2" (3) -500 kcmil (1) -500 kcmil 3000C4 3000 3040 8 3" 3 -1/2" (3) -500 kcmil (1) -500 kcmil (1)400 kcmil 3000C3 3000 3040 8 3" 3 -1/2" (3) -500 kcmil (1)400 kcmil 2500C4 2500 2660 7 3" 3 -1/2" (3) -500 kcmil (1) -500 kcmil (1) -350 kcmil 2500C3 2500 2660 7 3" 3 -1/2" (3) -500 kcmil (1) -350 kcmil 2000C4 2000 2010 6 3" 3 -1/2" (3)400 kcmil (1) -400 kcmil (1) -250 kcmil 2000C3 2000 2010 6 2 -1/2" 3" (3) -400 kcmil (1) -250 kcmil 1600C4 1600 1675 5 3" 3 -1/2" (3) -400 kcmil (1) -400 kcmil (1)44/0 1600C3 1600 1675 5 2 -1/2" 3" (3) -400 kcmil (1)44/0 1500C4 1500* 1520 4 3" 3 -1/2" (3) -500 kcmil (1) -500 kcmil (1)44/0 1500C3 1500* 1520 4 3" 3" (3) -500 kcmil (1)44/0 1300C4 1300* 1340 4 3" 3 -1/2" (3) -400 kcmil (1) -400 kcmil (1)44/0 1300C3 1300* 1340 4 2 -1/2" 3" (3)-400 kcmil (1)44/0 1200C4 1200 1240 4 3" 3" (3) -350 kcmil (1) -350 kcmil (1)43/0 1200C3 1200 1240 4 2 -1/2" 3" (3) -350 kcmil (1)43/0 1000C4 1000 1005 3 3" 3" (3)400 kcmil (1) -400 kcmil (1)42/0 1000C3 800C4 1000 800 1005 840 3 2 2 -1/2" 3 -1/2" 3" 3 -1/2" (3)400 kcmil (1) -600 kcmil (1)42/0 (1) -#1/0 (3) -600 kcmil 800C3 700C4 800 700 840 760 2 2 3 3" 3" 3 -1/2" (3) -600 kcmil (3) -500 kcmil (1) -400 kcmil (1)41/0 (1)41/0 700C3 700 760 2 3" 3" (3) -500 kcmil (1)41/0 600C4 600 620 2 2 -1/2" 3" (3) -350 kcmil (1) -350 kcmil (1)41 600C3 600 620 2 2 -1/2" 2 -1/2" (3) -350 kcmil (1)41 500C4 500 510 2 2 -1/2" 3" (3) -250 kcmil (1) -250 kcmil (1)42 500C3 500 510 2 2" 2 -1/2" (3) -250 kcmil (1)42 450C4 450 460 2 2 -1/2" 2 -1/2" (3)44/0 (1)44/0 (1)42 450C3 450 460 2 2" 2" (3)44/0 (1)42 400C4 400 420 1 3 -1/2" 3 -1/2" (3) -600 kcmil (1) -600 kcmil (1)43 400C3 400 420 380 1 1 2 -1/2" 3 -1/2" 3" 3 -1/2" (3) -600 kcmil (3) -500 kcmil (1) -500 kcmil (1)43 (1)43 350C4 350 350C3 350 380 1 2 -1/2" 3" (3) -500 kcmil (1)43 300C4 300 310 1 2 -1/2" 3" (3) -350 kcmil (1) -350 kcmil (1)44 300C3 300 310 1 2 -1/2" 2 -1/2" (3) -350 kcmil (1)44 250C4 250 255 1 2 -1/2" 2 -1/2" (3) -250 kcmil (1) -250 kcmil (1)44 250C3 250 255 1 2" 2" (3) -250 kcmil (1)44 225C4 225 230 1 2 -1/2" 2 -1/2" (3)44/0 (1)44/0 (1)44 225C3 225 230 1 2" 2" (3)44/0 (1)44 200C4 200 200 1 2" 2" (3)43/0 (1)-#3/0 (1)46 200C3 200 200 1 2" 2" (3)43/0 (1)46 175C4 175 175 1 2" 2" (3)42/0 (1)-#2/0 (1)46 175C3 175 175 1 1-1/2" 2" (3)42/0 (1)46 150C4 150 150 1 1-1/2" 2" (3)41/0 (1)41/0 (1)46 150C3 150 150 1 1 -1/2" 1 -1/2" (3)41/0 (1)46 125C4 125C3 125 125 130 130 1 1 1-1/2" 1-1/2" 1-1/2" 1-1/2" (3)41 (3)41 (1)41 (1)46 (1)46 110C4 110 115 1 1 -1/4" 1 -1/2" (3)42 (1)42 (1)46 110C3 110 115 1 1 -1/4" 1 -1/4" (3)42 (1)46 100C4 100 100 1 1 -1/4" 1 -1/4" (3)43 (1)43 (1)48 100C3 100 100 1 1" 1 -1/4" (3)43 (1)48 90C4 90 100 1 1-1/4" 1-1/4" (3)43 (1)44 (1)48 90C3 90 100 1 1" 1 -1/4" (3)43 (1)48 80C4 80 85 1 1 -1/4" 1 -1/4" (3)44 (1)44 (1)48 80C3 80 85 1 1" 1 -1/4" (3)44 (1)48 70C4 70 65 1 1" 1" (3)46 (1)46 (1)48 70C3 70 65 1 3/4" 1" (3)46 (1)48 60C4 60 65 1 1" 1" (3)46 (1)46 (1)410 60C3 60 65 1 3/4" 1" (3)46 (1)410 50C4 50 50 1 3/4" 1" (3)48 (1)48 (1)410 50C3 50 50 1 3/4" 3/4" (3)48 (1)410 45C4 45 45. 50 50 1 1 3/4" 3/4" 1" 3/4" ___ ...... (3)48 (3)48 (1)-#8 (1)-#10 (1)-#10 45C3 40C4 40 50 1 3/4" 1" (3)48 (1)48 (1)410 40C3 40 50 1 3/4" 3/4" (3)48 (1)410 35C4 35 50 1 3/4" 1" (3)48 (1)48 (1)410 35C3 30C4 35 30 50 30 1 1 3/4" 1/2" 3/4" 3/4" (3)48 (3)410 (1)410 (1)410 (1)410 30C3 30 30 1 1/2" 1/2" (3)410 (1)410 25C4 25 30 1 1/2" 3/4" (3)410 (1)410 (1)410 25C3 25 30 1 1/2" 1/2" (3)410 (1)410 2004 20 20 1 1/2" 1/2" (3)412 (1)412 (1)412 20C3 20 20 1 1/2" 1/2" (3)412 (1)412 GENERAL NOTES INDICATES NOMINAL CIRCUIT AMPS, CONDUCTOR MATERIAL (A = ALUMINUM, C = COPPER), OF CONDUCTORS (EXCLUDING GROUND). EQUIPMENT GROUNDING CONDUCTORS ARE PROTECTIVE DEVICE RATING PER NEC 240-6. ADJUSTABLE TRIP CIRCUIT BREAKER. REPRESENTS THE MAXIMUM CIRCUIT DESIGN AMPS AND IS BASED 310 -16 WITH NO CORRECTION FACTORS FOR TEMPERATURE OR REQUIRED FOR VOLTAGE DROP. SIZED TO INCLUDE AN EQUIPMENT GROUNDING CONDUCTOR. "MAX' SIZE IS BASED ON SCHEDULE 80. AS EQUIPMENT GROUND PER NEC 250 -118. WHERE CONTINUOUS IS NOT UTILIZED, PROVIDE EQUIPMENT GROUNDING CONDUCTOR. WIRE MAY BE REPLACED WITH MC CABLE. CONDUCTORS SHALL BE XHHW -2. CONDUCTORS SHALL BE THHN /THWN OR XHHW -2. 1. CIRCUIT TAG AND NUMBER COPPER. 2. STANDARD OVERCURRENT * ASSUMES 3. WIRE AMPACITY ON NEC TABLE ADJUSTMENT 4. RACEWAY IS RIGID PVC CONDUIT, 5. UTILIZE RACEWAY METALLIC RACEWAY 6. CONDUIT AND 7. UNDERGROUND 8. ABOVE GROUND b37a SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER O 0, fx 0 a N w 0 LANE COBURN & ASSOCIATES N ,. CO LU � - V- v� N ▪ E I. CO 1.0 O w ti v COo 1-ro�- E o ;Q •N z } C oaf N U w J J V rn N 0 N 0 (O !9 8 co J3 EXPIRES: 11 -16 -2013 FEEDER & BRANCH DRAWING TITLE: VJ W -J 0 W (1) I- D U U AND PHARMACY 0 I 3333 S. 120th PL. BLDG #3 TUKWILA, WA 98168 PROJECT ENGINEER: KEITH LANE DESIGNER: NICK ALEXANDER REVIEWED BY: KEITH LANE PROJECT NO. 12166 DRAWING FILE NAME SHEET: E003 LUMINAIRE SCHEDULE TYPE ILLUSTRATION FIXTURE DESCRIPTION MANUFACTURER (BASIS OF DESIGN) CATALOG NUMBER MOUNTING VOLTS INPUT WATTS LAMP QTY. LAMP TYPE BALLAST REMARKS D1 D2 4-1/2" APERTURE OPEN REFLECTOR, SELF FLANGED WITH CLEAR SPECULAR ALZAK FINISH PENDANT WITH DIFFUSED AND DIRECT LIGHT BLOWN GLASS W/1.5 SANDBLASTED EDGE AND TRANSLUCENT SILICON RING (PHILIPS) (FLOS) SX1 -1 SERIES FUCSIA 1 SERIES RECESSED PENDANT 120 120 27 50 1 CFM26W GX24Q R50 ELECTRONIC LOBBY, CONFERENCE, RESTROOM LOBBY F1 F2 F3 F4 2 X4 STEEL DIE - FORMED HOUSING WITH ACRYLIC LENSES 2 X2 STEEL DIE- FORMED HOUSING WITH ACRYLIC LENSES PENDANT MOUNTED LINEAR FIXTURE ROLLED STEEL W /OPTICAL LENS ASSEMBLY 9 "W X4'L LINEAR FLUORESCENT W /STEEL FRAME DIRECT /INDIRECT WITH 70% INDIRECT AND 30" DIRECT (LEDALITE) (LEDALITE) (LEDALITE) (LEDALITE) SHINE SERIES SHINE SERIES JUMP SERIES SONA SERIES RECESSED RECESSED PENDANT PENDANT 120 120 120 120 63 33 37.6 63 2 2 32W T8 17WT8 LED 32W T8 ELECTRONIC. ELECTRONIC ELECTRONIC OPEN AREA OFFICE OPEN OFFICE, CORRIDOR, STAGING AREA CONFERENCE F5 F6 T1 X1 X2 1 X4 FLANGED FLUOURESCENT FIXTURE ACRYLICK LENS WITH SEALED DOOR WHITE POWEDER COAT FINISH CLEAN ROOM 4' L FLUOR. INDUSTRIAL WITH SOLID TOP. 36 DEGREE SWIVEL STEM WITH 180 DEGREE PIVOT, ON MONORAIL TRACK LED EXIT SIGN WITH POLYCARB., HOUSING, GREEN LETTERS, UNIV. MOUNTING, FIELD CONFIG. CHEV- RONS & SINGLE /DOUBLE -FACE, BATTERY BACK -UP. LED EXIT SIGN WITH ALUMINUM HOUSING, GREEN LETTERS, FIELD CONFIGUABLE, CHEVRONS SINGLE /DOUBLE -FACE, BATTERY BACK -UP. (KURTZON LIGHTING) ( LITHONIA) METALUX, LIGHTOLIER, OR EQUAL (LBL LIGHTING) ( LITHONIA) COOPER, LIGHTOLIER, OR EQUAL (HUBBELL) KL -F SERIES EJ SERIES HE437 SERIES SWIVEL HEAD RAIL -ST SERIES MONORAIL RAILADAP -WALL SERIES ADAPTER LQM SERIES SE SERIES RECESSED CHAIN -HUNG OR SURFACE SURFACE UNIVERSAL RECESSED 120 120 12V 120 120 63 64 50 5 5 2 2 1 1 32W T8 F32T8 3500K HALOGEN INTEGRAL LED'S INTEGRAL LED'S ELECTRONIC INSTANT START ELECTRONIC PROGRAM START CLEAN ROOM ELECTRICAL ROOM NON -CLEAN ROOMS CLEAN ROOMS NOTES: 1. LIGHTING CONTROL PANEL (LCP) - PROVIDE TESTING AND DOCUMENTATION PER WASHINGTON STATE ENERGY CODE 1513.7 2. EMERGENCY BALLAST WHERE DESGINATED ON PLAN SHEETS REFER TO SPECIFICATIONS FOR EMERGENCY BALLAST LUMEN OUTPUT. 3. FIXTURES BALLAST, REFLECTOR AND BULBS MUST COMPLY WITH ENERGY STAR RATINGS. 3. LIGHT FIXTURE SCHEDULE PROVIDED BYMULVANNYG2 /PROVIDENCE. LIGHTING CONTROL SCHEDULE PANEL LCP -1 TYPE: LP8 PEANUT OR EQUAL MOUNTING: SURFACE RELAY DESIGNATION LOAD CONTROLLED DEVICE THAT CONTROLS RELAY(TC, PC, $Ivm, $Ivl) CONTROL DEVICE LOCATION PANEL CIRCUIT DESCRIPTION 1 2PIA 13 STAGING TC, $IvMc ROOM ENTRY 2 2P1A 15 SHIPPING TC, $IvMc ROOM ENTRY 3 2P1A 17 MAINTENANCE TC, $IvMc ROOM ENTRY 4 2PIA 19 MAINTENANCE TC, $IvMc ROOM ENTRY 5 2P1A 21 ORAL DOSE TC, $IvMc ROOM ENTRY 6 2PIA 23 LAB TC, $IvMc ROOM ENTRY 7 2P1A . 25 LAB TC, $IvMc ROOM ENTRY 8 2P1A 27 LAB TC, $IvMc ROOM ENTRY TC = TIME CLOCK PC = PHOTOCELL $Ivm = LOW VOLTAGE MASTER SWITCH $M =LOW VOLTAGE LOCAL SWITCH LIGHTING CONTROL SCHEDULE PANEL LCP -2 TYPE: LP24 PEANUT OR EQUAL MOUNTING: SURFACE CONTACTOR DESIGNATION LOAD CONTROLLED DEVICE THAT CONTROLS RELAY (TC, PC, $Ivm, $Ivl) CONTROL DEVICE LOCATION PANEL CIRCUIT DESCRIPTION 1 2P2A 13 NORTHWEST OFFICES TC, $IvMa LOBBY DOOR 2 2P2A 15 NORTHWEST CLEANRM TC, $IvMc LOBBY DOOR 3 2P2A 17 NW OPEN OFFICE TC, $IvMa LOBBY DOOR 4 2P2A 19 NW OPEN OFFICE TC, $IvMa LOBBY DOOR 5 2P2A 21 NORTHWEST RESTROOMS, CONF TC, $IvMa LOBBY DOOR 6 2P2A 23 SOUTHWEST OFFICE TC, $IvMb CORRIDOR 7 2P2A 25 SOUTH OFFICE TC, $IvMb CORRIDOR 8 2P2A 27 OPEN OFFICE TC, $IvMb CORRIDOR 9 2P2A 29 OPEN OFFICE TC, $IvMb CORRIDOR 10 2P2A 31 OPEN OFFICE TC, $IvMb CORRIDOR 11 SPARE 12 10278.0 SPARE 13 SPARE 14 SPARE 15 SPARE 16 SPARE 17 SPARE 18 SPARE 19 SPARE 20 SPARE 21 SPARE 22 SPARE 23 SPARE 24 SPARE TC = TIME CLOCK PC = PHOTOCELL $IvM = LOW VOLTAGE MASTER SWITCH $1v1 =LOW VOLTAGE LOCAL SWITCH Interior Lighting Summary 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential LTG -INT Revised August 2010 Project Info Project Address PROVIDENCE PHARMACY Date 11/26/2012 Allow ed x Area 3333 S .120TH PL BLDG 3 For Building Department Use 1.2 TUKWILA ,W A 98168 Applicant Name: Lane Coburn & Asssociates,LLC Applicant Address: 32900 NE 180th Stceet,Suite 201 Applicant Phone: B o thell, W A 98011 Project Description _ New Building Addition X Alteration Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements Compliance Option _ Prescriptive )(Lighting Power Allowance Systems Analysis (See qualification Checklist (over). Indicate prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) _ No changes are being made to the lighting Less than 60% of fixtures new , installed lighting w attage not increased, and Table 15 -1 is not changed. Maximum Allowed Lighting Wattage (Interior) Location (floor /room no.) Occupancy Description Allow ed Watts per ft2 ** Area in ft2 Allow ed x Area MAIN LOBBIES 1.2 538 2187.0 RESTROOM 0.80 506 404.8 OFFICES 0.91 9924 9030.8 WAREHOUSE 0.50 7900 LOBBIES 0.80 98 LABORATORY 1.62 7694 12464.3 ELECTRICAL ROOM 9 p«pT 567.0 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allow ed Watts 21899.9 Proposed Lighting Wattage (Interior) Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed COMPACTFLUORESCENT 81 27.0 2187.0 PENDANT HALOGEN 3 50.0 150.0 2X4 FLUORESCENT 86 63.0 2X2 FLUORESCENT 2 33.0 PENDANT LED 281 37.6 LNEARFLUORESCENT 9 63.0 567.0 ]X4FLUORESCENT 114 63.0 7182.0 NDUSTR]EALFLUORESCENT 3 64.0 192.0 TRACK R50 50.0 Total Proposed Watts may not exceed Total Allow ed Watts for Interior Total Proposed Watts 10278.0 b37 SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER 0 a W 0 co 9 co NV u_ N E O U cam° CO V Z.:,• " Z U y 03 0 0 0) - CO ▪ N 3 3 w 0 0 LL 0 w V ) V) EXPIRES: 11 -16 -2013 DRAWING TITLE: w J C>- 1.1.1 El! = < 2 Nw ( f ) rn 7v x LL F- rn Z - J J Z 0 LL z w U z w 0 0 L.L 0 W 0 a AND PHARMACY 3333 S. 120th PL. BLDG #3 TUKWILA, WA 98168 PROJECT ENGINEER: KEITH LANE DESIGNER: NICK ALEXANDER REVIEWED BY: KEITH LANE PROJECT NO. 12166 DRAWING ALE NAME SHEET: E004 MAIN GROUNDING �. ELECTRODE CONDUCTOR X3/0 BARE CU (NEC 250.30A.2) BLDG STEEL MAIN BONDING JUMPER #3/0 BARE CU (NEC 250 -28.D) EXISTING 3000A SWITCHGEAR 480V, 3PH, 4W, 50kAIC )1200A 400A )100A I I 1200C4 N NEUT BUS I.. t . #4 BARE CU (NEC 250.66.B) X4/0 BARE CU (NEC 250.66.C) 3/4" x 10' COPPER —CLAD = STEEL GND RODS #4 REBAR x 20' MIN (NEC 250.52.A.3) GND BUS 1••I 1200A } I y� BPARE � SPARE — #3/0 BARE COPPER GND MAIN BLDG GROUND BUS (MBGB) -S TO TMGB, REFER TO SHEET E501 PLC 750 kW GENERATOR 480Y/277V, 3PH, 4W 0) 1200A o� 1200A MDP 1200A, 480V, 3PH, 4W, 65kAIC 200A 200C4 PANEL 4M1A 480Y/277V 65k AIC 200A r :) 200A PANEL 4M1B 480Y/277V 22k AIC 200A 1 J SERVER ROOM 121 125A 110C4 74145 PANEL 2P1A 208Y/120V 10K AIC 225A I PANEL 2P1B 208Y/120V tOk AIC 225A XFMR T1 K -13 DRY TYPE 480- 208Y/120V 75kVA ONE -LINE DIAGRAM NO SCALE 175A r---- r- - - - - -- (175C4 ) PANEL 2P2A 208Y/120V 22k AIC 400A C�IC4 ) PANEL 2P28 208`f/120V 22k AIC 400A �I4 � � PANEL 2P2C 208`f/120V 22k AIC 400A - -- XFMR T2 K -13 DRY TYPE 480 - 208Y/120V 112.5kVA SERVER ROOM 121 UPS 175kVA 480V, 65 kAIC BATTERY STRING 20004 p) 200A 175 4SP 1 A 200A, 480V, 3PH, 4W, 65k AIC XFMR TS1 K -13 DRY TYPE 480- 208Y/120V 75kVA PANEL 2SP1A 208Y/120V 10k AIC 225A 1 225C4 PANEL 2SP1B 208Y/120V 10k AIC 225A r 1 T45 XFMR TS2 K -13 DRY TYPE 480 - 208Y/120V 45kVA PANEL 2SP2A 208Y/120V 1Ok AIC 150A SERVER ROOM 121 GENERAL NOTES: 1. REFER TO SHEET E001 FOR GENERAL NOTES. REFERENCE NOTES: EXISTING 3000A, 480V, 3PH, 4W SWITCHBOARD WITH (1)400A AND (1)100A BREAKERS SERVING EXISTING LOADS. 400A AND 100A BREAKERS TAKEN AT 100% = 500A (415.50 kW) TOTAL LOAD ON EXISTING SWITCHBOARD. MECHANICAL ENGINEER SHALL PROVIDE A MINIMUM OF (3) STEPS ON THEIR EQUIPMENT STARTUP WITH GENERATOR POWER. UPS MANUFACTURER MUST REVIEW THE LOADS ON THE UPS, INCLUDING THE MOTORS, AND ENSURE THE UPS CAN HANDLE ALL LOADS WITH A MINIMUM OF A 25% FUTURE GROWTH. EXISTING SWITCHBOARD LOAD. CALCULATIONS: 3000A SWITCHBOARD NEW LOAD (1200A SWBD) TOTAL LOAD ON EXISTING 3000A SWBD: 415.50 kVA 484.97 kVA 900.47 kVA (1,084A 0 480V, 3PH) GENERATOR ANALYSIS: GENERATOR SIZE 750 kW LOAD ON GENERATOR 484.97 kVA ASSUMED POWER FACTOR 0.9 kW LOAD ON GENERATOR 436.47 kW GENERATOR LOADING 58% b P37 8 SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER ago 0 0 LAJ LANE COBURN & ASSOCIATES N w 1- ” E w 0 U w mM = - oi ;. Q N } 6 co � ,. c w J U C d ZWO�0� � < p m m o m�•B� EXPIRES: 11 -16 -2013 Q W z - U J u-I < z U 0 DRAWING TITLE: W 3 0 0_ a 3333 S. 120th PL. BLDG #3 TUKWILA, WA 98168 PROJECT ENGINEER: KEITH LANE DESIGNER: NICK ALEXANDER REVIEWED BY: KEITH LANE PROJECT NO. 12166 DRAWING FILE NAME SHEET: E101 v3.1 3 -PHASE FAULT CURRENT CALCULATIONS (POINT -TO -POINT METHOD) UTILITY TRANSFORMER DATA UTILITY COMPANY DATA* TYPE VOLTAGE kVA AFC* IMPEDANCE X/R RATIO AFC IMPEDANCE X/R RATIO 3 PHASE PM 000 50,000 5.3 11 * NOMINAL VALUE FOR AVAILABLE FAULT CURRENT (AFC) IS BASED ON UTILITY COMPANY SCHEDULE *IF PROVIDED BY THE UTILITY COMPANY MOTOR CONTRIBUTION HP * MOTOR CONTRIBUTION IS 5 TIMES THE RUNNING CURRENT, BASED ON 1 kVA /HP WIRE CODE CU 1200C4- 'I AVAILABLE FAULT CURRENT FROM UTILITY AT: 50,000 A RMS SYM NODE NODE NAME PREVIOUS DISTANCE VOLTAGE NO. NODE IN FEET L -L RACEWAY 480 :CU: 10C4 7 ,2 140' 208 480 ,. 25 0C4 480 4 CU 22504 C U 225C4 200C4 15 1'6 RM ER "T5 208 NUMBER OF SETS 1 1 1 1 1 1 1 CONDUCTORS PHASE ALUMINUM CONDUCTORS OR COPPER 350 kcmil #3/0 #3/0 #2 250 kcmil #4/0 #2/0 #3/0 #4/0 #4/0 #3/0 #2 250 kcmil #4/0 #310 #4 #3 CU CU CU CU CU CU CU CU CU CU CU CU CU CU CU CU CU SIZE BUSWAY TYPE MAGNETIC OR NON -MAG N/A . /A MAG N/A N N N /A..:.... M.AG N/A N/A N/A MAG C N/A... N/A MAG N/A N/ N/A N/A N/A N/A MAG: N/A MAG SHORT CKT CURRENT WITH MOTOR CONTRIBUTION 47,856 A RMS SYM 42,184 A RMS SYM 17,489 A RMS SYM 37,031 A RMS SYM 7,293 A RMS SYM 7,011 A RMS SYM 14,735 A RMS SYM 13,180 A RMS SYM 12,286 A RMS SYM 11,505 A RMS SYM 39,825 A RMS SYM 32,032 A RMS SYM 7,202 A RMS SYM 7,080 A RMS SYM 39,825 A RMS SYM 6,336 A RMS SYM #N /A A RMS SYM X/R ADJUSTMENTS X/R RATIO 8.54 4.57 1.05 2.65 1.47 1.46 0.93 1.59 1.58 1.56 3.78 2.03 1.45 1.45 3.78 0.33 #N /A X/R TESTED 4.9 4.9 3.2 4.9 3.2 3.2 3.2 3.2 3.2 3.2 4.9 4.9 3.2 3.2 4.9 3.2 #NIA ADJUSTMENT ADJUSTED FACTOR A RMS SYM 1.108 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 #N /A 53,048 42,184 17,489 37,031 7,293 7,011 14,735 13,180 12,286 11,505 39,825 32,032 7,202 7,080 39,825 6,336 #N /A MINIMUM EQPT AIC RATING 65 kAIC 65 kAIC 22 kAIC 42 kAIC 10 kAIC 10 kAIC 22 kAIC 22 kAIC 14 kAIC 14 kAIC 42 kAIC 42 kAIC 10 kAIC 14 kAIC 42 kAIC 14 kAIC #N /A FEEDER VOLTAGE DROP WIRE OCPD AMPS 80% 1,200 I 200 110 80 /a. 225 80% 225 175 250 01 225 80 % .. ............................... .. ............................... 225 200 80 110 225 80% 225 80% ;! 200 70 80% 100 NEC TABLE 9 0.015 0.094 0.088 0.200 0.073 0.080 0.110 0.047 0.080 0.080 0.094 0.200 0.073 0.080 0.094 0.300 0.240 % VD 0.10 0.05 0.71 0.06 0.11 0.12 0.78 0.08 0.12 0.12 0.08 0.06 0.1 1 0.05 0.08 0.85 0.16 NODE NO. 2 3 5 6 7 9 10 11 12 13 14 15. 16 17 18 19 NODE NAME MAIN "MDP" PANEL "4M1A" PANEL "4M 1B" TRANSFORMER "T1" PANEL "2P1A" PANEL "2P1B" TRANSFORMER "T2" PANEL "2P2A" PANEL "2P2B" PANEL "2P2C" PANEL "4SP1A" TRANSFORMER "TS1" PANEL "2SP1A" PANEL "2SP1B" UPS TRANSFORMER "TS2" PANEL "2SP2A" TRANSFORMERS NODE NO. NODE NAME PREVIOUS NODE SECONDARY VOLTAGE WINDINGS AL OR CU NEMA TP -1 K1, K4 OR K13 TEMPERATURE RISE 80, 115 OR 150 TRANSFORMER kVA IMPEDANCE Z% REACTANCE X% XFMR SECONDARY AVAIL. FAULT CURRENT X/R RATIO NSFORM. R "T2" :RMER "TS1." 208 v 208 v 208 CU 1 1 0 5 45 2.70 2.10 2.70 2.80 2.19 1.72 2.19 2.08 7,571.8 A RMS SYM 13,768.1 A RMS SYM 7,473.4 A RMS SYM 4,469.8 A RMS SYM 1.48 1.61 1.46 1.16 NOTES: 1. X/R CALCULATIONS ARE PERFORMED ON A PER -UNIT BASIS. THE BASE kVA IS 1000, THE BASE VOLTAGE IS 480, THE BASE IMPEDANCE IS 0.2304 OHMS 2. SERIES RATED EQUIPMENT SHALL BE PROVIDED IN ACCORDANCE WITH NEC. SERIES RATED COMBINATIONS SHALL BE LISTED BY UNDERWRITERS LABORATORIES. 3. NEC TABLE 9 ASSUMES 0.85 POWER FACTOR FOR DETERMINATION OF CIRCUIT VOLTAGE DROP. MAXIMUM LOAD IS ASSUMED TO BE 80% OF OVERCURRENT PROTECTIVE DEVICE. GENERAL NOTES: 1. REFER TO SHEET E001 FOR GENERAL NOTES. REFERENCE NOTES: FAULT CURRENT CALCULATIONS ARE CONSERVATIVE BASED ON THE EXISTING 3000A SWITCHBOARD AIC RATING (50K AIC). SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER Z N 0 1- a v) w LLI 0 & ASSOCIATES LANE COBURN N E in 10 co Oo n U c• co N a C° Q o U c) ZyQ) f6 N N o,_ c < � 0 3 3 3 EXPIRES: 11 -16 -2013 H- Z Z W Et 0 IX I- D Q -I D � v � J Q < LL U DRAWING TITLE: AND PHARMACY c.I W 0 PROJECT ENGINEER: KEITH LANE DESIGNER: NICK ALEXANDER REVIEWED BY: KEITH LANE PROJECT NO. 12166 DRAWING FILE NAME SHEET: E102 iLSE; -SU P P LY ROOM 1 in % • e ( TU-V .., . _ i 2 , 8V 1 16.1 MCI 5 f 4U -7 1.3 MCA 30 GF1 POO F 10 2 /1-1k716 WORK STATNS 480V, 3PH 17.3 MCA 5"-----55.4055,44.4M444- 5 P N R 115I P HON E RC „ . . M EN'S REST R 55 .III::::.2:::::7.55Z 114 WOM EN'S RESTROOM 5 ...? 20k 1PH 16.1 MCA -am RING 'Row n ......... 15-405.1 S.E HOT TATIONS 1 06 VESTI B U E P2A 2P WP GFI RTU-3 ) (RO 208V, 1P1-1 16.1 MCA #10 30AS ' 5 , - - " 2P2A/10,12 „mop -1 )g 1PH • • • • • 30Ar, 45.55,54.155,54.55,544 F r *554 4.-IrN 55. .5 WORK STATION E 1B • • 12.8 MC 5.5 .• .• .• .• • ::::;:•::::::2,=):::::::=Z:=II-.'.'.'.'...:.••.','„:„?„IIII:2:'.:.:'::::::::=IIIz.,'„'::?::::::•,,,,„„„:::::„:„2:::::::;:::=I:=2„',III:Z•I;tIT:=VI:I=Z::::::::Z.,:',r.I=r,=:::::".::;',Ig:=MgIII-::•iI-:-II:I"'"gf• . , III ii .: 55 1 1 55" 5 , 55:4 : - .5 _ . i , —„„ ,,,,,, , ..5:„. , : 5 ,::,•., 41 2P2A / 3',...,„.....::„.;t„„ WH -1 :5 4 2P2A/5 120V, 1PH 5 FLA 1 EF-1 120V, 1PH 4 HP HOME INFUSION AREA RTU -14 ) 480V, 3PH 19.7 MCA #10 „ , 4M1B/25,27,29 2B 6 , , G I, vi":,„RcF_ 1 ) (ROOF) 480V, 3PH JL 30A:S i ,.„ ;7.,,..:: HP :8 25AF ,----i,:----,-; • 4 #10 „ „„„ , , „ , 4M1B 10 1B 13,15,17 30 " 20AF F-4 3PH 1 HP CHF,NGING 5 5 MAN U PACTU RING AREA QC LAB DOC 55 5 ,• • AN U A.ET U RING ( RTU-15) A ! nc 25AF 5 480V, 3PH - ', i 307 =II- r...,.,..„„„„...„1 z8...„2,...,mpA....... ji 1iV1,3,5 il H 3605ASAF::,.: ' 'Y .• ,S. rt48ov. '3PH #io wI GFI Er=1 4M1A/8,10,12 (ROOF) 55 ” ,AL Dos 5,5 2P1A/3 WP GF1 (ROOF) 20AS 20AF RTU13 4 1A/4,6 rr 54:44 3' OAS 414A 18/7,9,11 I f . 5 5 5 '5.5"5,- CONFERENCE 118 **V 4ii=„.'" INTU 208V, 1PH 16.1. MCA 30AS WP GFI -5q5555.-„,555.E55555,,,,4.5:..:5,4H.M72555:4 GOWN A N ,;„ (ROOF) 30AS 15AF 4M1B/19,21 1 0 M1 B/20,22,24 30AF 02 :5- 5 5 5 JAN. P KANDP AC K. 55 5 7,=7.=%%=. ,,, — ,,,, • '''''==4:4; 55 120 RYER ROOM 2P2B/5 COL: R.I. ER STA G. G 604 RTU - 1 1 ) ,,,,,,,,,,,, PREF .55 H ARE A P LI M P 1DES,PrEa=r:I! 7- #10 4M1A/7,9,11 555 (RTU-17 480V, 3PH 17.9 MCA #10 P GFI (ROOF) 2P1A/36 30AS 20AF 4M1A/14,16,18 5'4 Mr, .55, 601 EF-5 120V 1PH 1/4 HP--"" COMPOUNDNG 5 5 • • I i ROOM r••••••-77...:—; .• , FLOOR PLAN MECHANICAL POWER SCALE: 1/8"=1'-0" 0 2 4 6 8 12 16 1/8"=1'-0" PROJECT 24 NORTH SCALE FEET LE,D. 401 3 Z:5%5,5:505505 055555,4,444 2P1A/5 EF-6 120V, 1PH 1 2P1A/6 /4 HP UH-1 120V, 1PH 3.3 FLA GENERAL NOTES: 1. REFER TO SHEET E001 FOR GENERAL NOTES. REFERENCE NOTES: xx bP-375 RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER SEPARATE PERMIT AND tkPPROVAL En Z 0 til ix >- m DESCRIPTION DATE NO. URN & ASSOCIATES 12900 NE 180TH STREET, SUITE 201 BOTHELL, WA 98011 Main Office: 425 -368 -4848 Fax: 425 - 968 -9796 Manhattan, NY: 646 - 580 -5221 Los Angeles, CA: 213- 375 -5221 www.lanecoburn.com PI LANE COB D U) II-24-12- \1. • Z4,1,, f WAS,VY i\ co ....,-,•A, ,..: .z. (j /0 EXPIRES: 11-16-2013 kki CAI Z 0 DO * 0 co Z CCI a) LLI ("l er 0_ ± -.-si <- (NI ui a a _._,, , co i_ >Z ;*) er Cr) 0 Et 0 t5 a' ce a. PROJECT ENGINEER: KEITH LANE DESIGNER: NICK ALEXANDER REVIEWED BY: KEITH LANE PROJECT NO. 12166 DRAWING FILE NAME SHEET: E311 PNL 4SP1A t . 480Y/277V, 200A - -� UPS 175kW 480V, 65K AIC MDP 1200A 480V 3PH, 4W 65K AIC PNL 2SP1A 208Y/120V, 225A PNL 2SP1 B 208Y/120V, 225A x...75 kVA...... XFMR TS 1 75 kVA XFMR T1 PNL 2P1A 208Y/120V, 225A - - PNL 2P1B 208Y/120V, 225A PNL 4M1A 480Y/277V, 200A 1/4"=1' -0" ENLARGED FLOOR PLAN ELECTRICAL ROOM 401 SCALE: 1 /4 " =1' -0" 0 1 2 3 4 8 12 SCALE FEET 112.5 kVA XFMR T2 #4: 45 kVA XFMR TS2 LCP2 SERVER M • 12SP1B/9. A 2SP1 B/1,3 4M 1 B 277V PNL 2P2A 208Y/120V, 400A PNL 2P2B 208Y/120V 400A 1/4"=r-0" PNL 2SP2A 208Y/120V, 150A ENLARGED FLOOR PLAN SERVER ROOM 121 - POWER SCALE: 1/4"=1'-0" 0 1 2 3 4 8 12 SCALE FEET V V 1 /4 " =1' -0" ENLARGED FLOOR PLAN SERVER ROOM 121 - TELECOM SCALE: 1/4"=1'-0" 0 1 2 3 4 8 12 SCALE FEET GENERAL NOTES: 1. REFER TO SHEET E001 FOR GENERAL NOTES. REFERENCE NOTES: 4' X 8' PLAYWOOD BACKBOARD PAINTED TWO COATS 2 -HOUR FIRE RATED GRAY. 7' HIGH, 19" 2 -POST RACK. PROVIDE (3)4 "C FROM EXISTING TELECOMMUNICATIONS DEMARK LOCATION TO NEW SERVER ROOM 121. PULL EXISTING 200 -PAIR COPPER IN ONE 4 "C. PULL 3 -PAIR FIBER IN EACH REMAINING 4 "C. 137g RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED C/3 O 0 N W LIJ 0 LANE COBURN & ASSOCIATES EET, SUITE 201 co co Csl CO W c‘..74 E 0 U _�L9 r� Cn O N cr, u 0 Q N i U o Co V Z W o LIJ J o p F .0 Q rn m m u 0 LL 0 (1) EXPIRES: 11 -16 -2013 ENLARGED ROOM PLANS z 0 z W U z W 0 0 0 AND PHARMACY W O d PROJECT ENGINEER: KEITH LANE DESIGNER: NICK ALEXANDER REVIEWED BY: KEITH LANE PROJECT NO. 12166 DRAWING FILE NAME SHEET: E501 NEUTRAL HOT BLK 0 NEUTRAL WHT GRN GROUND L 0 A D RED 0 TYPICAL DETAIL OCCUPANCY SENSOR WALL SWITCH SCALE: NONE (2) CAT6 4 -PAIR DATA CABLES WIRED TO CAT6 PATCH PANELS LOCATED IN EQUIPMENT RACK IN TELCOM ROOM - PROVIDE 12" MIN CABLE SLACK 1" EMT WITH PULL STRING TO TELCOM ROOM OR NEAREST CABLE TRAY 5 TYPICAL DETAIL PROVIDE 8 -PIN RJ -45 CAT6 RATED MODULAR JACKS CAPABLE OF BEING REMOVED INDMDUALLY FROM THE FACEPLATE (TYP) E601 (15) LUGS WITH 5/8" HOLE CENTERS (3) LUGS WITH 1" HOLE CENTERS DATA/VOICE OUTLET 2 -DATA SCALE: NONE PROVIDE UL LISTED COPPER BUSBAR 4"W x 1 /4" THICK X 12" LONG WITH HOLE PATTERNS FOR TWO -HOLE LUGS TO COMPLY WITH ANSI -J -STD -607 -A TWO STANDOFF BRACKETS WITH INSULATORS AND STAINLESS STEEL HARDWARE 7 1 TYPICAL DETAIL E601 TELECOMMUNICATIONS MAIN GROUND BUS (TMGB) SCALE: NONE NEUTRAL HOT POWER PACK WHT B SWITCH iii T RED __E] RED 1 J CD J CO L 0 A D CONTROL OUTPUT G rANY COMMON +24VDC • 24VDC CEILING /WALL SENSOR TYPICAL DETAIL CEIUNG OCCUPANCY SENSOR NORMAL SWITCHING SCALE: NONE (2) CAT6 4 -PAIR DATA CABLES WIRED TO CAT6 PATCH PANELS LOCATED IN EQUIPMENT RACK IN TELCOM ROOM - PROVIDE 12" MIN CABLE SLACK CAT6 4 -PAIR VOICE CABLE WIRED TO 110 -TYPE PUNCH DOWN BLOCK LOCATED ON BACKBOARD IN COMM ROOM PROVIDE 12" MIN CABLE SLACK 1" EMT WITH PULL STRING TO TELCOM ROOM OR NEAREST CABLE TRAY 5 TYPICAL DETAIL PROVIDE 8 -PIN RJ -45 CAT6 RATED MODULAR JACKS CAPABLE OF BEING REMOVED INDMDUALLY FROM THE FACEPLATE (TYP) E601 DATA/VOICE OUTLET 2 -DATA, 2 -VOICE SCALE: NONE NEUTRAL HOT r 3 -WAY SWITCHING POWER PACK WHT B f4 RED RED 0 W J m L 0 A D CONTROL OUTPUT • rte, COMMON • 24VDC CEILING/WALL `SENSOR +24VDC 3 TYPICAL DETAIL E601 CEILING OCCUPANCY SENSOR 3 -WAY SWITCHING SCALE: NONE (2) CAT6 4 -PAIR DATA CABLES WIRED TO CAT6 PATCH PANELS LOCATED IN EQUIPMENT RACK IN TELCOM ROOM - PROVIDE 12" MIN CABLE SLACK CAT6 4 -PAIR VOICE CABLE WIRED TO 110 -TYPE PUNCH DOWN BLOCK LOCATED ON BACKBOARD IN COMM ROOM PROVIDE 12" MIN CABLE SLACK 1-1/4" EMT WITH PULL STRING TO TELCOM ROOM OR NEAREST CABLE TRAY 6 TYPICAL DETAIL PROVIDE 8 -PIN RJ -45 CAT6 RATED MODULAR JACKS CAPABLE OF BEING REMOVED INDMDUALLY FROM THE FACEPLATE (TYP) E601 DATA/VOICE OUTLET 4 -DATA, 2 -VOICE SCALE: NONE « •78 RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER ORPARATE PERMIT AND APPROVAL MUM 0 (1) 0 U W m N LANE COBURN & ASSOCIATES CO CO (0 7i• cN LL c N E N W V U W ao a M 2rn c71- Na < N } < o co 1 Z uj N w J 2 N C — wj 0 c - co c N 0 O C 0 3 EXPIRES: 11 -16 -2013 cn J_ w 0 1- CD z O (1) LL z w 0 z w 0 0 0 AND PHARMACY W 0 PROJECT ENGINEER: KEITH LANE 120th PL. BLDG #3 ILA, WA 98168 DESIGNER: NICK ALEXANDER REVIEWED BY: KEITH LANE PROJECT NO. 12166 DRAWING FILE NAME SHEET: E601 LANE COBURN & ASSOCIATES, LLC. PANEL: LOCATION: MAIN ELEC. ROOM401 FED FROM: EXISTING 3000ASWBD MDP LOAD DISTRIBUT ON REC LTG EQPT HTG CLG KTCH CONT HOTL CKT CIRCUIT DESCRIPTION PH AMPS POLE 32.12 32.12 32.12 3.78 2.52 3.96 14.58 16.38 14.04 5.08 6.86 0.40 4.51 5.88 3.28 6.54 5.24 21.72 3.69 22.20 4.53 21.29 42.02 42.02 42.02 12.06 12.96 11.34 20.44 20.38 18.90 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 PANEL 4M1A PANEL 2P1A VIA 112.5kVA XFMR T1 PANEL 2P2A VIA 112.5kVAXFMR T2 PANEL4M1B PREPARED SPACE PANEL 4SP1A UPS SPARE SPARE PREPARED SPACE A B C A B C A B C A B C A B C A B C A B A B C A B C A B C A B C A B C A B C A B 200 175 175 200 LOAD KVA 32.12 32.12 32.12 16.11 12.91 13.78 41.54 42.28 39.86 42.02 42.02 42.02 200 32.50 AMPERES: VOLTS: PHASE: WIRE: BUS TYPE: AI.C.: PANEL MFR: PANEL TYPE: 1200 480Y/277V 3 4 CU SEE 1 -LINE MLO / MCB: 1200 MCB FLUSH / SURF. MT. GND BUS: ISOLATED GND: 200% NEUTRAL: YES NO YES FEED -THRU LUGS: NO DOUBLE LUGS: NO TOP / BOTTOM FD: PANEL SIZE 42 PANEL TOTAL CONN LOAD IN KVA 33.34 30.24 200 400 RECEPTACLES: LIGHTING: EQUIPMENT: HEATING: COOLING: KITCHEN:: RESIDENTIAL: HOTEL: • 91.62 26.33 • 366.63 • 0.40 400 TOTAL: 484.97 REMARKS: FEEDER DEMAND LOAD IN > CONN KVA RECEPTACLES 91.6 LIGHTING 26.3 EQUIPMENT < 366.6 HEATING 0.4 COOLING ..: KITCHEN CONTINUOUS HOTEL LARGEST MOTOR 13.2 KVA • DEM. DEM. COMMENT • KVA FCTR. 50.8 0.55 FIRST 10 KVAAT 100 %, REMAINDER AT 50 %, PER:-NEG 32.9 1.25 DEMAND FACTOR = 1.25 366.6 1.00 DEMAND FACTOR = 1.00 0.4 1.00 DEMAND FACTOR = 1.00 1.00 DEMAND FACTOR =:9.00 1.00 DEMAND FACTOR PER NEC- TABLE220.20 1.25 DEMAND :FACTOR :.=.: 1.25 DEMAND PER NEC TABLE 220.11. 3.3 0.25 [REPLACE DEFAULT' VALUE WITH ACTUAL VALUE] FEEDER TOTAL DEM.: 454 KVA FEEDER TOTAL DEM.. 546 A TABLE 220.13 '. H P 7.5 Lane Coburn & Associates, LLC. LOCATION: MAIN ELEC. ROOM401 FED FROM: MDP PANEL FEED -THRU TO: 2P1 B 2P1A LOAD DISTRIBUT ON REC LTG EQPT HTG CLG KTCH CONT H OTL CKT CIRCUIT DESCRIPTION PH AMPS POLE LOAD kVA 1.18 0.70 0.86 0.40 0.50 0.54 1.84 1.62 1.58 1.66 1.83 1.70 1.58 0.88 1.00 1.00 0.72 1.08 0.72 0.19 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 EF-3 EF -5 EF -6 U H -1 MONITOR - RM 605 RECEPTS - RM 605 LTG - STAGING LTG - SHIPPING LTG - MAINTENANCE LTG - MAINTENANCE LTG - ORAL DOSE LTG - LAB LTG - LAB LTG - LAB PALLET JACK RECHARGER PALLET JACK RECHARGER RECEPTS - RM 605 RECEPTS - RM 605 RECEPTS - RM 605 LTG - CDS VAULT I;3 1.56 edi 1.56 1.56 1.56 1.56 0.90 0.54 0.36 0.36 1.08 0.72 1.08 0.72 0.72 1.56 1.56 1.56 1.56 0.72 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 SPARE Militak REFRIGERATOR - RM 605 B C B C A B C A B C A B C A B C A B C 20 1.18 20 0.70 20 0.86 20 1 0.40 20 0.50 20 1 0.54 20 1 1.84 20 AMPERES: VOLTS: PHASE: WIRE: BUS TYPE: A I.C.: PANEL MFR: PANEL TYPE: 225 208Y/120V 3 4 AL SEE 1 -LINE 1.62 MLO /MCB: 225 MCB 20 1.58 20 1 1.66 FLUSH / SURF. MT. 20 1 1.83 20 1 20 1 20 1 1.70 GND BUS: 1.58 ISOLATED GND: 0.88 200% NEUTRAL: 20 1 1.00 20 1 1.00 FEED -THRU LUGS: 20 1 0.72 DOUBLE LUGS: 20 1 1.08 20 1 0.72 20 1 TOP / BOTTOM FD: 0.19 PANEL SIZE 20 1 YES NO NO YES NO 42 REFRIGERATOR - RM 605 REFRIGERATOR - RM 605 REFRIGERATOR - RM 605 REFRIGERATOR - RM 605 RECEPTS - RM 605 RECEPTS - RM 605 RECEPTS - RM 605 RECEPTS - RM 605 RECEPTS - RM 605 RECEPTS - RM 605 RECEPTS - RM 605 RECEPTS - RM 605 RECEPTS - RM 605 REFRIGERATOR - RM 605 REFRIGERATOR - RM 605 REFRIGERATOR - RM 605 REFRIGERATOR - RM 605 RECEPTS - ROOF SPARE SPARE A B C A B C A B C A B C A B C A B C A B I�'st 20 1 tt 1.56 PANEL TOTAL CONK LOAD IN kVA 20 1 1.56 20 1 1.56 20 1.56 20 1.56 20 0,90 20 0.54 20 0.36 20 1 0.36 RECEPTACLES: ! 1<0.26 LIGHTING. 12.87 EQUIPMENT 19.28 H EATING: COOLING: .. ........................:...... KITCHEN RESIDENTIAL:' ............ ............................... H;OTEL:,, ......................... 20 20 1 1 1.08 TOTAL 0.72 4280,: 20 1 1.08 20 1 0.72 20 0.72 20 1 1.56 20 1 1.56 20 1.56 20 1.56 20 1 0.72 20 20 .......... ............:.................. ................... .................... FEEDER DEMAN RECEPTACLES. LIGHTING EQUIPMENT HEATING COOLING KITCHEN CONTINUOUS. HOTEL LARGEST MOTO D LOAD IN kVA CONN. ' DEM. DEM. COMMENT KVA ! KVA FCTR, 10.3 10.1 0.99 FIRST 10 KVAAT 100 %, REMAINDER AT 50 12.9 16.1 1.25 DEMAND FACTOR = 1.25 • 19.3 19.3 1.00 DEMAND FACTOR = 1:.00 0.4 0.4 1.00 DEMAND FACTOR = 1.00 1.00 DEMAND FACTOR -- 1!.00 1.00 DEMAND FACTOR PER NEC,; TABLE 220,2 1.25 : DEMAND FACTOR ;1 25 DEMAND PER NEC TABLE 220.11. R 0 25..!. [REPLACE DEFAULT VALUE WITH•ACTUAL VAL REMARKS: % P FEEDER. TOTAL DEM. 46 :kVA'' .................................... ......................:........ .................................. ............................... FEEDER TOTAL DEM. 127 A ER. NEC TABLE22 E] P 31 Lane Coburn & Associates, LLC. LOCATION: MAIN ELEC. ROOM 401 FED FROM: MDP PANEL 4M1A LOAD DISTRIBUTION CKT REC LTG EQPT HTG CLG KTCH CONT HOTL CIRCUIT DESCRIPTION PH AMPS POLE LOAD kVA 4.85 4.85 4.85 4.91 4.91 4.91 6.56 6.56 6.56 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 RC F -2 RTU -11 RTU -12 SPARE PREPARED SPACE A A A A A A A 35 3 4.85 4.85 4.85 25 4.91 4.91 4.91 30 3 6.56 6.56 6.56 30 AMPERES: VOLTS: WIRE: BUS TYPE: PANEL MFR: PANEL TYPE: GND BUS: ISOLATED GND: 200% NEUTRAL: 200 480Y/277V 3 4 AL SEE 1-LINE YES NO NO FEED-THRU LUGS: NO DOUBLE LUGS: NO TOP / BOTTOM FD: PANEL SIZE 42 Alga Jake hp�� If' *'I 41, 114 NO f 4.31 4.31 4.31 7.03 7.03 7.03 4.46 4.46 4.46 1 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 RTU-13 RTU-17 SPARE PREPARED SPACE REMARKS: A A A A A A A 20 4.31 4.31 4.31 35 7.03 7.03 7.03 20 30 3 4.46 4.46 4.46 PANEL TOTAL CONN LOAD IN kVA RECEPTACLES: EQUIPMENT: HEATING: . COOLING: . RESIDENTIAL: FEEDER DEMAND LOAD IN kVA CONN. DEM. DEM. KVA KVA FCTR. KITCHEN. - • 1.00 DEMAN.D.FACTORPER NEC TABLE 220.20. - LARGEST MOTOR . . 9.1' . 2.3.:•: ' 025 [REPLACEDEFA LT VALUE WITH-ACTUAL VALUE] FEEDER TOTAL DEIVI. Lane Coburn & Associates, LLC. LOCATION: MAIN ELEC. ROOM 401 FED FROM: 2P1A PANEL LOAD DISTRIBUTION C KT REC LTG EQPT HTG CLG KTCH CONT HOTL CIRCUIT PH AMPS POLE LOAD kVA 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 A A A A A A A AMPERES: VOLTS: PHASE: WIRE: BUS TYPE: PANEL MFR: PANEL TYPE: GND BUS: ISOLATED GND: 200% NEUTRAL: 225 3 4 AL SEE 1-LINE YES NO NO FEED-THRU LUGS: NO DOUBLE LUGS: NO TOP / BOTTOM FD: PANEL SIZE 42 ROA 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 MON IMO FIRST 10 KYA, AT-100%, RF.IVIAIT4 A A A A A A A .PANEL-.TOTAL CONN- LIGHTING: COOLING: RESIDENTIAL: TOTAL: LIGHT HOTEL 1.25 Lane Coburn & Associates, LLC. LOCATION: SERVER ROOM 121 FED FROM: MDP PANEL LOAD DISTRIBUT ON REC LTG EQPT HTG CLG KTCH CONT HOTL CKT CIRCUIT DESCRIPTION PH AMPS POLE LOAD kVA 1.02 ME 1.02 11111•1111M 1.33 1.33 1.02 4.31 4.31 4.31 MUM 2 34 2.34 1:41 .11 IIIII 1 4.91 4.91 7.80 7.80 7.80 3.19 „sim 5.78 5.78 5.78 NEM 7.01 EF-2 3 5 7 EF-4 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 RTU-10 RTU-16 RTU-14 SPARE PREPARED SPACE RTU-1 111=1.1111111 4 6 8 RTU-2 10 12 14 1111111111111111111W1111 16 18 20 11111111111=111. 22 24 26 28 30 32 34 36 38 PREPARED SPACE 40 42 WilmEVIE M11111111 111111111110111111111M RTU-7 MAU-1 RCF-1 SPARE 15 A 15 A 20 A 15 A 25 A 30 A 3 3 3 1.33 1.33 4.31 4.31 4.31 2 34 2.34 2.34 4.91 4.91 AMPERES: VOLTS: PHASE: WIRE: BUS TYPE: PANEL MFR: PANEL TYPE: GND BUS: ISOLATED GND: 200% NEUTRAL: 200 480Y/277V 3 4 AL SEE 1-LINE MLO YES NO NO FEED-THRU LUGS: NO DOUBLE LUGS: NO TOP / BOTTOM FD: PANEL SIZE 42 A A A A 50 A 30 3 3 5.78 5.78 PAN EL TOTAL CONN LOAD IN kVA RECEPTACLES: LIGHTING: EQUIPMENT: 126.06 COOLING: RESIDENTIAL: HOTEL: 7.01 7.01 7.01 TOTAL: 12 FEEDER DEMAND LOAD IN I(VA RECEPTACLES LIGHTING HEATING COOL NG KITCHEN HOT LARGEST MOTOR REMARKS: FIRST 10 KVA AT 10 A, REMAJNDER AT 50%, PER NEC TABLE 220.13 • 1.00 'DEMAND FACTOR = 1.00 1.00 DEMAND FACTOR = 1_00 1.00 -DEMAND FACTOR PER NEC TABLE 220.20. 1.25 DEMAND FACTOR = 1.25 DEMAND PER NEC TABLE 220.11. 13.2 3.3 0.25 [REPLACE DEFAULT VAL_UE VVITH ACTUAL VALUEl HP 7.5 FEEDER TOTAL DEM 129 kVA 6.06 Lane Coburn & Associates, LLC. LOCATION: SERVER ROOM 121 FED FROM: MDP PANEL FEED-THRU TO: 2P2B LOAD DISTRIBUTION REC LTG EQPT HTG CLG KTCH CONT HOTL CKT CIRCUIT DESCRIPTION PH AMPS POLE LOAD kVA 0.70 0.70 0.60 0.90 1.08 0.50 1.50 1.01 1.28 1.45 1.36 1.45 0.46 1.32 1.80 1.83 1.92 1.92 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 EF-1 CP-1 WH-1 RECEPTS - RM 100 RECEPTS - RM 100 MONITOR - RM 100 LTG - NW OFFICES LTG - NW CLEAN RM LTG - NW OPEN OFFICE LTG - NW OPEN OFFICE LTG - NW RESTROOMS, CONF LTG - SW OFFICE LTG - SOUTH OFFICE LTG - OPEN OFFICE LTG - OPEN OFFICE LTG - OPEN OFFICE XEROX WORK CENTER XEROX WORK CENTER SPARE SPARE SPARE A 20 20 20 1 0.70 0.70 0.60 20 0.90 20 20 20 1.08 0.50 1 1.50 B 20 1 A A A 1.01 20 1.28 20 20 20 1.45 1.36 1.45 20 1 0.46 20 1.32 20 20 20 20 20 20 20 1 1 1 1 1 1 1 1.80 1.83 1.92 1.92 AMPERES: VOLTS: WIRE: BUS TYPE: PANEL MFR: PANEL TYPE: GND BUS: ISOLATED GND: 200% NEUTRAL: FEED-THRU LUGS: DOUBLE LUGS: TOP / BOTTOM FD: PANEL SIZE 2P2A 400 3 4 SEE 1-LINE 225 MCB YES NO NO YES NO 42 jinit 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.32 1.32 1.32 1.44 1.44 1.44 1.44 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 RTU-3 RTU-4 RTU-5 RTU-6 RTU-8 RTU-9 PRINTER - RM 117 PRINTER - RM 117 PRINTER - RM 117 XEROX FAX CENTER XEROX FAX CENTER XEROX FAX CENTER XEROX FAX CENTER SPARE SPARE REMARKS: A A A A A 30 2 1.51 EL TOTAL CO 1.51 30 2 1.51 1.51 30 1.51 1.51 30 2 1.51 1.51 30 30 20 20 20 20 20 20 20 20 20 2 2 1.51 1.51 1.51 1.51 1.32 1.32 1.32 1.44 1 44 1.44 1.44 HEATING: COOL NG: KITCHEN: HOTEL: 1.98 FEEDER TOTAL DEM. RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER SEPARATE PERMIT AND APPROVAL ce LIJ LANE COBURN & ASSOCIATES CO CO 0 cn EXPIRES: 11-16-2013 PANEL SCHEDULES DRAWING TITLE: 0 0 AND PHARMACY 0 CD o PROJECT ENGINEER: KEITH LANE DESIGNER: NICK ALEXANDER REVIEWED BY: KEITH LANE PROJECT NO. 12166 DRAWING FILE NAME SHEET: E701 Lane Coburn & Associates, LLC. LOCATION: SERVER ROOM 121 LOAD DISTRIBUT ON EQPT HTG FED FROM: 2P2A CKT CIRCUIT DESCRIPTION PANEL FEED -THRU TO: 2P2C LOAD kVA 1.56 1.56 1.56 RECEPTS - ROOF 3 RECEPTS - ROOF 5 RECEPTS - ROOF 7 RECEPTS - ROOF 9 REFRIGERATOR 1.08 0.72 1.08 0.72 1.08 1.08 1.08 1.08 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 REFRIGERATOR REFRIGERATOR AMPERES: VOLTS: PHASE: WIRE: BUS TYPE: AI.C.: PANEL MFR: PANEL TYPE: 2P2B 400 208Y/120V 3 4 AL SEE 1 -LINE 1.56 RECEPTS - RM 117 ............ RECEPTS - RM 117 RECEPTS - RM 117 RECEPTS - RM 117 RECEPTS -RM117 RECEPTS - RM 117 RECEPTS - RM 117 RECEPTS - RM 117 RECEPTS - RM 117 RECEPTS - RM 117 1.08 MLO /MCB: 0.72 FLUSH / SURF. MT. 0.72 GND BUS: 1.08 ISOLATED GND: 1.08 200% NEUTRAL: 1.08 FEED -THRU LUGS: 1.08 DOUBLE LUGS: TOP / BOTTOM FD: PANEL SIZE 1.08 1.08 1.08 1.08 1.08 v1.08 0.90 1.08 0.90 0.90 0.90 0.72 FEEDER RECEP LIGHTING-. EQUIPMENT 31.1 31.1 1.00 "DEMAND FACTOR =1.00 HEATING 1.00 DEMAND FACTOR= 1.00 COOLING 1.00 [ DEMAND FACTOR =1.00 KITCHEN 1.00 DEMAND FACTOR PER NEC;TABLE 220.20. CONTINUOUS: 1.25 DEMAND FACTOR= HOTEL DEMAND PER NEC TABLE 220.11. LARGEST MOTOR 0.25 [REPLACE DEFAULT VALUE WITH ACTUAL VALUE] 2 RECEPTS - RM 101 EL TOT/ LOAD IN 4 RECEPTS - RM 101, 102, 103, 105 6 RECEPTS -RM105 8 RECEPTS - RM 105 10 RECEPTS - RM 106, 107, 108 12 RECEPTS -RM108 14 RECEPTS - RM 108 16 RECEPTS -RM108 18 RECEPTS - RM 109 20 RECEPTS - RM 109 22 RECEPTS - RM 114, 115, 116 24 REC EPTS - RM 111, 112, 113 26 RECEPTS - RM 110 28 RECEPTS - RM 117 30 RECEPTS - RM 117, 119, 120 32 RECEPTS - RM 118, 119 34 RECEPTS - RM 118, 119 36 RECEPTS - RM 100 38 SPARE 40 SPARE 42 SPARE REMARKS: ECE AC LES QUI MENT EATING: i. OOLING:. ITC HEN: ESIDENTI 0.90 0.90 DEMAND LOAD IN kVA CONN. DEM. :' DEM. COMMENT KVA KVA FCTR. TACLES 43.0 26.5 0.62 ° FIRST 10 KVAAT 100 %, REMAINDER AT 50 %, PER NEC TABLE 220.13 1.25 DEMAND FACTOR = 125 FEEDER TOTAL DEM.: FEEDER TOTAL DEM 58 kVA 160 A Lane Coburn & Associates, LLC. LOCATION: ELEC ROOM 401 FED FROM: 4SP1A PANEL FEED -THRU TO:2SP1B 2SP1A LOAD DISTRIBUT ON REC LTG EQPT HTG CLG KTCH CONT HOTL C KT CIRCUIT DESCRIPTION PH AMPS POLE LOAD kVA 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 AIR FLOW HOOD AIR FLOW HOOD AIR FLOW HOOD AIR FLOW HOOD AIR FLOW HOOD AIR FLOW HOOD AIR FLOW HOOD AIR FLOW HOOD AIR FLOW HOOD AIR FLOW HOOD AIR FLOW HOOD AIR FLOW HOOD AIR FLOW HOOD AIR FLOW HOOD AIR FLOW HOOD AIR FLOW HOOD AIR FLOW HOOD AIR FLOW HOOD AIR FLOW HOOD AIR FLOW HOOD AIR FLOW HOOD B C A B C A B C A B C B C A B C A B C 20 1.50 20 1 1.50 20 1 1.50 20 1 1.50 20 1 1.50 20 1 1.50 20 1 1.50 20 1 1.50 20 1 1.50 20 1.50 20 1.50 20 20 1.50 1.50 20 1 1.50 20 1 1.50 20 1 1.50 20 1 1.50 20 1.50 20 1 1.50 20 1.50 20 1.50 AMPERES: VOLTS: PHASE: WIRE: BUS TYPE: AI.C.: PANEL MFR: PANEL TYPE: MLO / MCB: FLUSH /SURF. MT. GND BUS: ISOLATED GND: 200% NEUTRAL: FEED -THRU LUGS: DOUBLE LUGS: TOP / BOTTOM FD: PANEL SIZE 225 208Y/120V 3 4 AL SEE 1 -LINE 225 MCB YES NO NO YES NO 42 Pi 0.36 1.08 0.72 0.90 1.08 1.08 0.90 1.08 1.08 0.90 0.72 1.08 1.08 1.08 1.56 2 RECEPTS - RM 401 4 RECEPTS - RM 205 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 20 20 RECEPTS - RM 205, 206 RECEPTS - RM 205, 207 RECEPTS - RM 301 RECEPTS - RM 301 RECEPTS - RM 301 1 1 RECEPTS - RM 302 1 RECEPTS - RM 303 RECEPTS - RM 301, 306 20 20 1 0.36 1.08 0.72 0.90 1.08 1.08 0.90 1.08 1.08 1 0.90 REFRIGERATOR - RM 301 RECEPTS - RM 304 RECEPTS - RM 307 1 1.56 0.72 PANEL TOTAL:CO LOAD IN kVA RECEPTACLE: LIGHTING: EQU IPMENT ............ ............................... ............ ............................... ............ ............................... ......... ............................... ...... ............................... ............ ............................... ............ ............................... HEATING... COOLING: KITCHEN: . ............................... .... ............................... ............................... RESIDENTIAL: .......... ............................... HOTEL; N N RECEPTS - RM 307, 404 RECEPTS - RM 404 REMARKS: FEEDER DEMAND LOAD IN kVA CONN. DEM. 'DEM. COMMENT KVA KVA FCTR, 21.1 15.5 0.74 FIRST 10 KVA!AT 100 %, REMAINDER AT 50 %, PER 1.25 DEMAND FACTOR = 1.25 39.4 1.00 DEMAND FACTOR 1:1.00" 1 00 DEMAND FACTOR -1; 00. 1.00 DEMAND FACTOR = 100 1 .00 I: DEMAND FACTOR PER NEC 1.25 .; DEMAND.FACTOR 1:25 DEMAND PER "NEECTABLE 0 25 `[REPLACE DEFAULT VALL RECEPTACLES . LIGHTING EQUIPMENT 39.4 HEATING COOLING KITCHEN C.ONTIN UOUS: . H OTE.L LARGEST MOTOR FEEDER TOTAL DEM..! FEEDER TOTAL DEM. 55 kVA 153 A NEC TABLE 220.131 E] < I Lane Coburn & Associates, LLC. LOCATION: SERVER ROOM 121 FED FROM: 2P2B PANEL 2P2C LOAD DISTRIBUT ON REC LTG EQPT HTG CLG KTCH CONT H OTL C KT CIRCUIT DESCRIPTION PH AMPS POLE LOAD kVA 0.72 0.72 0.72 0.72 1.08 1.08 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 RECEPTS - RM 100 RECEPTS - RM 100 RECEPTS - RM 100 RECEPTS - RM 100 RECEPTS - RM 100 RECEPTS - RM 100 RECEPTS - RM 100 RECEPTS - RM 100 RECEPTS - RM 100 RECEPTS - RM 100 RECEPTS - RM 100 RECEPTS - RM 100 RECEPTS - RM 100 RECEPTS - RM 100 RECEPTS - RM 100 RECEPTS - RM 100 RECEPTS - RM 100 RECEPTS - RM 100 SPARE SPARE SPARE 20 0.72 B 20 C 20 A 20 B 20 C 20 A 20 B 20 C 20 A 20 1 0.72 1 0.72 1 0.72 1.08 1 1.08 1 0.72 0.72 0.72 0.72 B 20 C 20 A 20 B 20 C 20 A 20 B 20 C 20 A 20 B 20 C 20 0.72 0.72 0.72 1 0.72 1 0.72 0.72 1 0.72 1 0.72 1 AMPERES: VOLTS: PHASE: WIRE: BUS TYPE: A I.C.: PANEL MFR: PANEL TYPE: GND BUS: ISOLATED GND: 200% NEUTRAL: FEED-THRU LUGS: DOUBLE LUGS: TOP / BOTTOM FD: PANEL SIZE 400 3 4 AL SEE 1-LINE MLO YES NO NO NO NO 42 Fri ii 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 PRINTER - RM 100 PRINTER - RM 100 PRINTER RM 100 PRINTER - RM 100 PRINTER - RM 100 PRINTER - RM 100 PRINTER - RM 100 PRINTER - RM 100 PRINTER - RM 100 PRINTER - RM 100 PRINTER - RM 100 PRINTER - RM 100 PRINTER - RM 100 PRINTER - RM 100 PRINTER - RM 100 PRINTER - RM 100 PRINTER - RM 100 PRINTER - RM 100 PRINTER - RM 100 PRINTER - RM 100 SPARE A 20 1 1.32 LOAD IN kVA B 20 C 20 A 20 1 1.32 1.32 B 20 C 20 A 20 B C 20 A 20 B 20 C 20 20 1 1.32 1 1.32 20 1 1 1 1 1 1 1 1.32 1 32 RECEPTACLES: 13.68 COOLING: KITCHEN: HOTEL: 1.32 1.32 1.32 B 20 C 20 A 20 1 1 1.32 1.32 1 1.32 B 20 1 1.32 C 20 20 1 1 1.32 B 20 1 1.32 20 1 FEEDER DEMAND LOAD IN kVA CONN. DEM, DEM. COMMENT KVA KVA FCTR. RECEPTACLES LIGHT NG EQUIPMENT 2 HEATING COOLING KITCHEN CONTINUOUS: HOTEL LARGEST MOTOR 3.7 11.8 0.87 1.25 6.4 26.4 1.00 1.00 1.00 1.00 1.25 1.3 0.3 0.25 FEEDER TOTAL DEM. 39 kVA FEEDER TOTAL DEM, 107 A REMARKS: FIRST 10 KVAAT 100 %, REMAINDER AT '50 %, DEMAND FACTOR =1.25 DEMAND FACTOR = 1.00 DEMAND FACTOR= 1.00 DEMAND FACTOR =1.00' DEMAND FACTOR PER NEC TABLE 22020. DEMAND FACTOR =1.25 DEMAND PER NEC TABLE 220.11. [RE PLAC E DEFAULT VALUE WITH ACTUAL VALUE]' PER NEC TABLE 220.13 H P' 0.5 Lane Coburn & Associates, LLC. LOCATION: ELEC ROOM 401 FED FROM: 2SP1A PANEL LOAD DISTRIBUTION REC LTG EQPT HTG CLG KTCH CKT CIRCUIT DESCRIPTION PH AMPS POLE LOAD kVA 0.72 1.08 1.08 1.08 1.08 0.36 0.90 0.72 lcd 3 5 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 RECEPTS - RM 404 RECEPTS - RM 404 RECEPTS - RM 404 RECEPTS - RM 404 RECEPTS - RM 403, 404 RECEPTS - RM 402, 403, 404 RECEPTS - RM 402, 404 RECEPTS - RM 404 SPARE SPARE SPARE SPARE SPARE SPARE SPACE SPACE SPACE SPACE SPACE SPACE A A A A A A 20 20 20 20 0.72 1 0.72 1 0.36 1 1.08 20 1 1.08 20 1 1.08 20 1.08 20 0.90 20 1 0.72 20 1 20 20 20 20 20 1 AMPERES: VOLTS: PHASE: WIRE: BUS TYPE: PANEL MFR: PANEL TYPE: GND BUS: ISOLATED GND: 200% NEUTRAL: FEED-THRU LUGS: DOUBLE LUGS: TOP / BOTTOM FD: PANEL SIZE 225 3 4 AL SEE 1-LINE MLO YES NO NO NO NO 42 0.70 0.70 1.50 1.50 0.54 1.56 2 CONVEYOR BELT - RM 404 4 CONVEYOR BELT - RM 404 6 AR FLOW HOOD 8 AIR FLOW HOOD 12 REFRIGERATOR - RM 404 14 SPARE 16 SPARE 18 SPARE 20 SPARE 22 SPARE 24 SPARE 26 SPARE 28 SPARE 30 SPARE 32 SPACE 34 SPACE 36 SPACE 38 SPACE 40 SPACE 42 SPACE A A A A A A 20 0.70 EL_ TOTAL CO LOAD IN kVA 20 0.70 20 1.50 1.50 20 20 20 20 20 1 20 1 20 20 20 1 0.54 1.56 20 20 1 1 20 COMMENT REMARKS: 1:4 vAuu gap PENTIAL:-. TOTAL 0%, PER N EC TABLE 22 0.13 Lane Coburn & Associates, LLC. LOCATION: MAIN ELEC. ROOM 401 FED FROM: MDP/U PS PANEL LOAD DISTRIBUTION REC LTG 7.02 EQPT HTG CLG 12.70 KTC H CONT HOTL CKT CIRCUIT DESCRIPTION PH AMPS POLE 7.56 6.48 12.76 13.92 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 PANEL 2SP1A SPARE PREPARED SPACE A A A A A A A 125 3 LOAD kVA 19.72 20.32 20.40 30 3 AMPERES: VOLTS: PHASE: WIRE: BUS TYPE: A PANEL MFR: PANEL TYPE: GND BUS: ISOLATED GND: 200% NEUTRAL: FEED-THRU LUGS: DOUBLE LUGS: TOP / BOTTOM FD: PANEL SIZE 200 480Y/277V 3 4 AL SEE 1-LINE 200 MCB YES NO NO NO NO 42 5.04 5.40 4.86 hrik • flumm morsa 7.74 7.62 4.98 FEEDER DEM HEAT NG COOL NG KITC HEN HOTE LARGEST MOTOR AND LOAD IN kVA COMMENT KV6.4A 2"3.2A FC01:6R4. FIRST 10 IWA AT 100%, RE NDER AT 50%, 6 8 SPARE 10 12 14 PREPARED SPACE 16 18 20 22 24 26 28 30 32 34 36 38 40 42 REMARKS: A A A A A A A 70 3 12.78 PANEL TOTAL CONN LOAD IN kVA 13.02 9.84 30 125 DEMAND FACTOR = 1.25 59.7 5g.7 1.00 DEMAND FACTOR = 1.00 1.00 DEMAND FACTOR = 1.00 1.00 DEMAND FACTOR = 1.00 1.00 DEMAND FACTOR PER NEC TABLE 220.20_ 1.25 DEMAND FACTOR = 1.25 DEMAND PER NEC TABLE 220.11. 0.25 [REPLACE DEFAULT VALUE WITH ACTUAL VALUE] RECEPTACLES: 36 36 LIGHTING: EQUIPMENT: 59.71 HEATING: RESIDENTIAL: HOTEL: TOTAL: 96,07 PER NEC TABLE 220 13 FEEDER TOTAL DEM,. FEEDER TOTAL DEKA. 83 kVA 100 A Lane Coburn & Associates, LLC. LOCATION: SERVER ROOM 121 FED FROM: 4SP1A PANEL 2SP2A LOAD DISTRIBUTION REC LTG EQPT HTG CLG KTCH CONT HOTL C KT CIRCUIT DESCRIPTION PH AMPS POLE LOAD kVA 0.36 0.36 0.36 0.36 0.36 1.56 1.50 1.50 1.50 0.54 1.08 1.08 1 08 rgf 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 SERVER RACK RECEPTS SERVER RACK RECEPTS SERVER RACK RECEPTS SERVER RACK RECEPTS RECEPTS - TELECOM SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE REFRIGERATOR - RM 204 AIR FLOW HOOD AIR FLOW HOOD AIR FLOW HOOD A A A A A 20 0.36 20 1 0.36 20 1 0.36 20 1 0.36 20 1 0.36 20 1 20 1 20 1 20 1 20 1 20 1 20 20 1 1 20 1 1.56 20 1 1.50 20 1 1.50 20 1 1.50 20 1 0.54 20 1 1.08 20 1 1.08 20 1 1.08 AMPERES: VOLTS: PHASE: WIRE: BUS TYPE: PANEL MFR: PANEL TYPE: GND BUS: ISOLATED GND: 200% NEUTRAL: FEED-THRU LUGS: DOUBLE LUGS: TOP / BOTTOM FD: PANEL SIZE 150 3 4 SEE 1-LINE 150 MCB YES NO NO NO NO 42 H. NOM 1.08 1.08 1.56 0.72 0.72 1.68 1.68 1.68 1.56 1.08 1.08 1.08 0.72 0 36 1.08 1.44 1.44 1.44 1 44 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 REFRIGERATOR - RM 505 RECEPTS - RM 504, 505 RECEPTS - RM 503, 504, 505 BIOLOGICAL SAFETY CABINET BIOLOGICAL SAFETY CABINET BIOLOGICAL SAFETY CABINET REFRIGERATOR - RM 203 PASS THRU REFRIGERATOR PASS THRU REFRIGERATOR PASS THRU REFRIGERATOR PASS THRU REFRIGERATOR SPARE A A A A A A A 20 1 1.08 20 1 1.08 20 1 1.08 20 1 1.56 20 1 0.72 20 1 0.72 20 1 1.68 20 1 1.68 20 20 1 1 1.68 1.56 20 20 1 1 1.08 1.08 20 20 1 1 1.08 0.72 20 20 20 20 1 1 1 1 0.36 1.08 1.44 1.44 20 1 1.44 20 1.44 20 FEEDER DEMAND LOAD IN I(VA RECEPT ES LIGHTING HEATING COOLING KITCHEN CONTINUOUS: HOTEL LARGEST MOTOR REMARKS: 20 3 20 1.00 FEEDER TOTAL OEM. 33 kVA 92 A RCHER GI:DEE AstiCO DPNPEMT. GNEA: TNCI TAL LE: S KITCHEN: HOT NG: 20 34 b ';`7 6 RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER SEPARATE PERMIT AND APPROVAL DESCRIPTION Lai CI Lir CO CO as o a. 0 LL EXPIRES: 11-16-2013 PANEL SCHEDULES DRAWING TITLE: 0 3333 S. 120th PL. BLDG #3 TUKWILA, WA 98168 PROJECT ENGINEER: KEITH LANE DESIGNER: NICK ALEXANDER REVIEWED BY: KEITH LANE PROJECT NO. 12166 DRAWING FILE NAME E702 For Th SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 www.mckinstry.com PROJECT 3333 S. 120TH PL. ADDRESS: BUILDING #3 TUKWILA, WA 98168 3' W--5 3" W UP 2'WUP 2 "WUP EXACT SIZE AND LOCATION TO BE FIELD VERIFIED RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER SEPARATE PERMIT AND APPROVAL. REQUIRED McKINSTRY DIVISION: DESIGNED BY: TM/LM DRAWN BY: DS CHECKED BY: BDI PROJ. NO. 00269 DATE 11/27/2012 SCALE: AS SHOWN FOUNDATION PLUMBING PLAN SHEET NUMBER: 11 CD CO 1/2' DHWR 112" DHW 1/2" DC CD 1" DHW 3/4 DH 2' DCW 1 1/0. 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PROVIDE XISTING RPBA IFTHERE IRRIGATION IS NOT AN EXISTING ASSEMBLY 2 . RE DOMESTIC WATER READOUT METER WITH MOTE O, REMOTE READOUT TO BE MOUNTED IN ELECTRICAL ROOM. BUILDING OWNERTO INDICATE EXACT LOCATION OF READOUT, OPROVIDE EMERGENCY SHOWER TEMPERING VALVE, POWERS MODEL ETV200. SET DISCHARGE TEMPERATURE AT 622 F EMERGENCY EYE WASH \ / TEMPERING VALVE, POWERS MODELES150, SET DISCHARGE TEMPERATURE AT 90gF Mc For Th instry le Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800 -669 -6223 www.mckinstry.com, PROJECT: PROJECT ADDRESS: PR01/IDENGE INFUSION AND PHARMACY 33 33 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 REG ISTRATION: REV DATE 11\2712012 PERMIT RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER McKINSTRY DIVISION: ENGINEERING' DESIGNED BY: TM/LM DRAWN BY: CHECKED BY: PROJ. NO. DATE SCALE: SHEET TITLE: SHEET NUMBER: SPREEEPRPQAkRU4R AND AP DS BDI 0101/22679/2012 AS SHOWN LEVEL 1 PLUMBING PLAN P201 941/2" MIN. CLEAR 2" NO HUB VENT ZURN Z -1203 SERIES CARRIER FEET W/ 1/2" DIA BOLTS •e • • Y -I 4. • WALL HUNG WATER CLOSET (SEE PLUMBING FIXTURE SCHEDULE) For Th instry ife Of Your Building WALL TUBE AND ESCUTCHEON FEMALE NPT OUTLET SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 -669 -6223 www.mckinstry.com 2" NO HUB VENT • SINGLE 18" MIN.' CLEAR PRIMER TUBE GROUND JOINT CONNECTION WALL ESCUTCHEON COMPRESSION FITTING PROJECT ZURN Z -1203 SERIES WALL HUNG WATER CLOSET (SEE PLUMBING FIXTURE SCHEDULE) FINISHED WALL 4 -1/7 P -TRAP • 1 -1/2" (38)WASD WALL. REFERENCE MCKINSTRY PLUMBING WALL THICKNESS SCHEDULE STUD WALL. REFERENCE MCKINSTRY PLUMBING URINWL�$E W CHEDULE, FIXTURE SCHEDULE) URINAL (SEE PLUMBING FIXTURE SCHEDULE) PROVI I E SHEET METAL TACKING FOR URINAL SUPPORT 1/2" (13) PRIMER TUBE .'PROVIDE SHEET METAL BACKING FOR. URINAL SUPPORT 3333 5 120TH PL BUILDING.#3 TUKWILA: WA 98168; NOTES: 1. SEE PLANS OR RISER FOR PIPE SIZES. 2. BASE SUPPORT MUST BE SECURELY ANCHORED TO A RIGID FLOOR AND /OR OTHER RIGID SUBSTRUCTURE WITH (4) 1/2 DIAMETER BOLTS. 3. SEE ARCHITECTURAL PLANS FOR. FIXTURE HEIGHT NOTES: 1. SEE PLANS OR RISER FOR PIPE SIZES. 2. INVERT OF CONNECTION LOCATED 1/8" (3) ABOVE STATIC WATER LEVEL ENABLING "OVERFLOW" INTO PRIMER TUBE WHEN TEMPORARY HEAD OF WATER IS CREATED. NOTES: 1. SEE PLANS OR RISER FOR PIPE SIZES. NOTES: 1 SEE PLANS OR RISER FOR PIPE SIZES. SCALE: NOT TO SCALE °! PERMIT. McKINSTRY DIVISION DESIGNED BY: -DRAWN Br CHECKED BY PROJ NO 00269 DATE 11/27/2012 SCALE: AS SHOWN -' RECEIVED CITY OF TUKWILA DEC 0 3 2012 PERMIT CENTER `SHEET: NUM PLUMB IG SPECIFICATION CATEGORY SERVICE DESCRIPTION DUCT OR PRESSURE TEST PRO SEISMIC TEST E DURATION CODE IMPORTANCE INSUL AT PRESSURE IP PPE EQUIPMENT INSULA N SCHEDULE POTABLE) COLD WATER (DOMESTIC) HOT WATER (DOMESTIC) HOT WATER CIRCULATION OPERATING PRESSURE ES1IC HOTAND COLD WATER S PIPING SYSTEM' MEAN RATING TEMPERATURE ON THICKNESS' BY PIPE SIZE I-ess '1 "try <I - 1i" to <4" DOMESTIC COLD WAT DOMESTIC HOT WATER COl SENSATE DRAINS 1.00 h CTI'ES 1, 2, 8 3 NOTES 1, 2, &3 0.23 -0.27 For Th ife Of Your Building UP TO 100 PSI; SET RELIEF TO, XXX FOR PIPING CI AN UTILIZE CALCIUM PIPE MATERIAL SIZES 2 -112" ThRU 4" JOINTS bit 1INGS VALVES - ISOLATION COPPER TtiBE '. SWT; THREADED AT SPECIALTIES WHERE APPUCABLE WROT COPPER / CAST BRONZE SWT JOINT BALL TYPE - SI T COPPER TUBE TYPE L ASTM B88 GROOVED WROT COPPER / CAST BRONZE SWT JOINT BUTTERFLY UPC CHAPTER 6 PER SUBMITTAL PER SUBMITTAL PER SUBMITTAL PER W.S.E.0 SEE INSUL:A' SCHER3Ut VICTAULIC SERIES 608 ALTERNATE SIZES THRU PIPE ITEM, JOINTS ALTERNATE__._.__ FrrnNss ALTERNATE AIR OR WATER COPPER TUBE TYPE L ASTM B88 PRESS -FIT MECHANICAL COMPRESSION PRESS -FIT MECHANICAL i VALVES - `ISOLATION COPPER TUBE TYPE L ASTM B88 PRESS-FIT TMECHANIC L COM?RESS(ON PRESS FIT MEC HANICAL COI RE.� SIGN BALL TYPE PER SUBMIAI_ VIECA PROPRESS; EPDM SEAL (BLACK) VI EGA PROPRESS; EPDM SEAL (BLACK) VIEGA PRIES NO INSERTS AT 2 FOR PIP NG SUPPORTED FROM CLEVIS HANGERS, IF RIGID INSE>fti S ARE NC)T I' THE HAi R AHD BE SEALED AT THE TOP AROUND THE SUPPORT ROD;' IF RIGID CC3NINUOUS THROUGH THE HANGER; INFEST MATERIAL TO BE CALCIUM SILICATE INSERTS CR STYRENE 1 _I THE INSULA'I"ION SHALL FULLY ENCLOSE NSERTS ARE Ui1LIZED THE INSULATION SHALL BE SEATTLE: 5005 3RD AVENUES PO` BOX 24567 SEATTLE, WA 98124 1 -800 -669 -6223 www.mckinslry.com 4 JACK rING: METAL JACKETING f SEALEC tVEATHER TIGHT) WILL BE APPLIED ON ALL EXTEi IC INSULATION EXPOSED TO WEAT�R (1.E. ROt3 'TOP PIPING). PVC JACKET WITH RIGID INSULATION WILL BE IJ; EC INi ORS N HORI IAL PIPING AT OR NEAR THE FLOOR WHEN SUBJECT TO POTENTIAL FOOT TRAFFIC. PVC JACKETING WILL BE UTIR 2ED C N ALL EXPOSED INSULATION WITHIN 6 FEET OF THE FLOOR ELEVATION (I.E. MECHANICAL ROOMS AND GARAGE HOSE BIBBS); PVC IS REC€ 1IMENDED INSTEAD OF METAL IN EXPOSED AREAS DO TO ITS RESILIENCY - METAL JACKETING WILL DENT AND REMAIN DEFORMED WHEREAS PVC WILL POP BACK TO ORIGINAL CONDITI USE INSERTS AT CLADS INSERTS TO BE STYRENE PER SUBMITTAL VI EGA PROPRESSXLC, E VIEGA PROPRESSXLC: E MEGA PROP SS-220 'DM SEAL (BLACK) EDM SEAL (BLACK) .Y VENT - ABOVE GROUND CAST IRON SANITARY VENT NG PRESSURE : UP TO 6 PSI CAST IRON NO -HUB ASTM i D NI-ICI COUPLINGS`- STANDARD CAST IRON DRAIN' PATTED ALTERNATE ALL SIZES PIPE iATERIAL JOINTS FITTINGS PER SUBMITTAL PER SUBMITTAL PER SUBi I I"TTAL. WATER 10 FT HEAD FILL SYSTE FROM LOWEST TO HIG $ES " PCXNT +OR= TEST SECTION OOH DWV PVC ASTM 02665 PER SUBMITTAL PER SUBMITTAL SOLVENT WELD DWV 1=ITTIN GS PER SUBMITTAL SOLVE DO NOT USE AIR FOR PLASTIC PIPE TESTING OVE GROUND CAST IRON SANITARY UP TO 6 PSI PIPE MATERIAL ALL SIZES JOINTS FITTINGS CAST IRON NO -HUB ASTM D2665 NHCI COUPLINGS - STANDARD CAST IRON DRAIN PATTERNS PER SUB ITTALY PER SUBMITTAL PEA SUBMITTAL FILL SY ALTERNATE ALL SIZES PIPE' MATERIAL PER SUBMITTAL PER SUBMITTAL PER SUBMITTAL HEATER :ENTI ING WATERTEM HEATER LEAVING WATER EMPI INPUT', ;1 EFFICIENCY OUTPUT, MH FLUE SIZE, IN. DIAMETER FLUE MATERIAL NATURAL GAS SUPPLY LINE' SIZE ,MAXIMUM. GAS SUPPLY PRESSURE VOLTS/PHASE/AMPS - WATER HEATER VOLTS/PHASE/AMPS -. RECIRC PUMP DISCONNECT FIRING MODE DIAMETER x HEIGHT,:IN. :MIN. CLEARANCE IN. (REAR/LEFTTIGHT/ DO NOT USE AIR FOR PLASTIC PIPE TESTING MEN. CLEARANCE, IN. (FRONT) ISOLATION WEIGHT 10.5" WC' 120/1: BY ELEC UNDERGROUND PLASTIC SANITARY WASTE NG PRESSU PIPE MATERIAL ALL SIZES PVC SCH DWV JOINTS -- S€ LVENT WELT) FITTINGS SOLVENT WELD DWV FITTINGS INGS PER SUBMITTAL PER SUBMITTALw PER SUBMITTAL FILL SYSTEI4 FROM LOWES ' TO HIGHEST POINT OF TE sT SECTION VISUAL INSPECTION WI NO LEAKS UPC APTER 7 CAST IRON NO -HUB ASTM D2665 PER SUBMITTAL NHCI COUPLINGS - STANDARD PER SUBMITTAL FITTINGS AST IRON DRAIN PA TTERNIS PER SUBMITTAL USE AIR CONNEC RWL ORL C_ °I WATER CLOSET - WALL MOUNTED FI USE: SEAT: FLUSH VALVE: CARRIER C-2 WATER CLO FIXTURE: SEAT: FLUSH VALVE: CARRIER • I -TOPS LUSH VALVE: Y(PU FAUCET: DRAIN: TRAP: AP PRIMER SUPPLIES: ZURNZ5615. VITREOUS CHINA, WALL HUNG, 1.6 GPF FLUSH VALVE, ELONGATED BO OLSONITE 1°CC ORZURN OR '5455SS -EL, ELLONGA t ED OPEN FRONT SOLID PLASTIC SEAT ZURNI'ZER60O0CP -WS1 SENSOR OPERATED BATTERYR? ZURN 1200 SERIES ALL MOUNTED (ADA) ZURN 26615, VITREOUS CHIN , iI11°ALL HUNG, 1 .6 GPF FLUSH VALVE, ELONGATED BOWL OLSONITE 1OCC OR BURN 5955SS-EL, ELONGATED, OPEN FRONT, SOLID PLASTIC SEAT ZURN 2ER6000- CP -WS1 SENSOR OPERATED BATTERY PO FRED. ZlRN 12100 SERIES D, 'BACK OUTLET 1EET ADA AND LOCAL' C017!E Z:URNi, VITREOUS CHINA, WALL HUNG, 1GPF ?I IRN LER6001 -CP: WS1 SENSOR OPERATED BATTERY POW C), COUNTER MCX1N�IiEQ FOR HANDICAPPED USE MOUNT FIXTURE TO MEET ADA AND LOCAL CODES ZURN Z5110,:COUNTER MTO, VITREOUS CHIN , 20X17 ZURN Z6913 -XL- RAJ- FSENSOR OPERATED BATTERY POWE 3. ZURN Z8743 GRID STRAINER ORAPPROVmµ 1 -1/2" 17 GAUGE, CHROME PLATED ZURN Z1021, 1 112" COPPER SWEAT WALL CONNECTION 20" CHROME SUPPLIES W/ 318` COMP. FITTINGS, ANGLE STOPS AI 3 ESCUTCHEON PLT, KEYLESS (COMI E /2 1/2 -` 32308 RFMsTEIL /ONAL E' -2 LAVATORY ( PUBLIC; :ADA), CCNITER MOUNTED FIXTURE: FAUCET: DRAIN: TRAP: TRAP PRIMER SUPPUES: S-1 LABRATORY SINK Fly FAUCET: DRAINI: TRAP: SUPPLIES: S-2 _ SIN ZURAt 25110 +COUN ER lVI`N C3, VITREOUS CHINA 20X17 ZURN Z6913-XL-MV -F SENSOR OPERATED nBATTERY POWERED. ZURN Z8743 GRID STRAINER OR APPROVED 1-1/2" 17 GAUGE, CHROME PLATE D ZJRN 21021 1 -1/2° COPPER SWEAT WALL CONNECTION 22/' CHROME SUPPLIES W/318" COMP. FITTINGS, ANGLE STOPS AND ESCUTCHEON PLT, KEYLESS COMMERCIA - CLEAN !ROCJI JUST SL-17 B GR, 20 GA STAINLESS STEEL, COUNTER MOUNTED, 1 1 5).16X7 BOWL DIM. SPEAKMAN S- 9101- GB-TMV BATTERY POWERED GOOSENECK FAUCET. JUST J -35 CRUMB CUP WITH 1 -1/2" TAILPIECE 1 -1/2' 17 GAUGE, CHROME PLATED CHROME SUPPLIES W/ 3/8" COMP. FITTINGS, ANGLE STOPS AND ESCUTCHEON PLT, KEYLESS(COMMERC COMPARTMENT UTILITY SINK - ORAL DOSE FIXTURE FAUCET: DRAIN: SUPPLIES; SUPPUES: GE JUST SL 225-A GR,, 18 GA STAINLESS STEEL, COUNTER MOUNTED. 16X' 2X8 BOWL DIM. r(1RN Z 78720 -WF, SWING SPOUT, LEVER HANDLE, CHROME PLATED, AE --- JUST J -35 CRUMB CUP WITH 1-1/2" TAILPIECE -1/2' 17 GAUGE, CHROME PLATED 2CI" CHROME SUPPLIES W/ 3/8" COMP. FITTINGS, ANGLE STOPS ANI i ESC TCHEN SINK - BREAK: 2 1/2 S' & TRAP AND SHALL BE INSTALLED PERFEDERAL, TATiE L CODES. HANDY . YSHIELD SAFETY COVERS 1111111 MEM R VDATE DESCRIPTION 1112712012.:: 1/2 PLT, :KEYLESS (COMMERCIA JUST DL 2233 -A-GR, 1£1 GA: STAINLESS STEEL, COUNTER I IIOUNTED,16X14X8 EACH BOWL DIM. Z- 7872C -WF •SWING SPOUT LEVER HANDLE, CHRt' ME PLATED AERATOR JUST J- 35 CRUMB CUP WITH JAMECO.59020 END OUTLET VIIASTE VIIIBAFFLE :TEE 17 GAAUGE, CHROME PLATED 2CI" CHIDE SUPPLIES W/ 3/8" COMP. FITTII GS, ANGLE STOOPS AND ESC SPOSER (ALTERNATE) SE BADGER 1, CON11NUOt ECT: 115V11/60 16.1 AMPS PATER COOLER DUAL HEIGHT (ALT ELEI NGFOI PLT, KEYLESS (CO RCIA S FEED, 1/3 HP. McKINSTRY DIVISION GINEERI E ISIS R , ODULr R, B , GPH C _5€R DEGREE WATER AT 90 DEGREE F AMBIENT PT: 115V/1/60 4 P NTAIN DUAL HEIGHT (AL.TEINA 1°E) SINK - AN FAUCET: ACCESSORIES: NCY OASIS IIIwtRSL, MODULAR, `B L, UNCOOLED DRINKS NG FTAIN R :CLOS MUSTEE , 24" x 24" x 10" MUSTEE 63 }A FAUCET WITH VACUUM BREAKER AND INTEGRAL STOPS, PAIL HOOK 4" THREADED HOSE SPRIT; TOP REINFORCING BAR AND MOMITING BRACKET, CHROME PLATED JSTEE 65.700 HOSE AND HOSE BRACKET, 63.600 MOP HANGER, 63.401 BUMPER GARTJ, IN SEAL FOR 2", 67.2424 WALL CUARO DESIGNED BY: DRAWN:BY CHECKED: PROJ..NO. " DATE SCALE..:' EN CON 010 SHEET TITLE PC�WVEIE E1V20CI TEMPERING VALVE E TEMP :' CY- VALVE: DISCARGE TEMP:. GPM OPTION, ABS PLASTIC, 1 "'PIPE NIOUN ING, SCHEDULE 80 HOT 0 GALVANIZED PIPING; IH ENV IRON SAFETY PRODUCTS G1805, RIGHT HAND, STRAINER POWERS ES150 TEMPERING VALVE GS- PLUS, DUST COVER RECEIVED CITY OF TUKWILA FD -1 FLOOR DRAIN ROOF RECEPPT O i'E: ..�., �_..._�, �..�, _._ _. v..�.:,�_.__..�..`.N......_..� �.�._,:,,r.,...,.._r,�,�.__ _�..�_ M � n_... _ �._t..m�..N. �_�_.,._.—.��.._._...ri..._..,, THE ABOVE DATA SHALL BE USED FOR PRELIMINARY ELECTRICAL, STRUCTURAL ORARCHITECTURAL COORDINATION ONLY. USE APPROVED tv1ANUFACTURER 'S SUBMITTAL DATA FOR CONSTRUCTION_ ZURN 2N -415 WITH TYPE "B" FLAT NICKEL BRONZE STRAINER LEND WITH P TRAP (ALTERNATE) ZURNI Z -127, 8.5' DIA., CAST IRON BODY; UNQERt3ECK CLAMP ANO WITH P - TRAP PERMIT CENTER SHEET: NUMBER: LL -101 NEW EXTERIOR WALL TO INFILL OPENING BENEATH EXISTING SPANDREL (12',6" NEW 24 "CONCRETE CURB BELOW. LEGEND: SET ON SILL FLASHING W/ UPTURNED INTERIOR LEG ON SUB -SILL MEMBRANE FLASHING — EXISTING TO REMAIN - EXISTING TO BE DEMOLISHED — NEW WORK EXISTING OPENING 12' -6" HIGH 6" PRECAST SPANDREL ABOVE 19' 9' 12201 Tukwila Intl Blvd. - 4th Floor Seattle, WA 98168 206.281:8700 sabey.com DISCHARGE LOUVER PER MECHANICAL NOTES: SPRINKLER AND LIGHTING PLANS BY MECHANICAL AND ELECTRICAL CONSULTANTS EXISTING STAIR. AND LANDING LL -101 EXISTING 6" PRECAST PANEL WALL EXISTING STAIR AND LANDING J 3' -77/8 NEW HAND. RAIL AT EXISTING STAIR AND LANDING -SEE DTL. 5 GENERATOR RM. SEE TI DRAWINGS FOR DOOR AND ADDITIONAL WORK PAINT ALL WALLS AND CEILING 4' - 0" NEW OPENING IN INTERIOR 'WALL TO ACCOMMODATE NEW 4' -0 "DOOR IN PANEL WALL DEMOLISH EXISTING WALLS, DOOR, AND, CEILING ABOVE UP (3) 6" RISERS (2) 12" TREADS FIELD VERIFY, COORDINATE w/ TI DRAWINGS NEW 4' -O' DOOR IN EXISTING PANEL OPENING (4' -2" x 7' -3 ") MATCH NEW. EXTERIOR DOORS PER T.I. DRAWINGS KEYED LOCKING HARDWARE NEW CONCRETE STAIR W/ HANDRAIL EACH SIDE AT NEW DOOR OPENING -SEE DTL. 5 INTAKE LOUVER PER MECHANICAL PROVIDE OPENING IN EXISTING PANEL FOR NEW 9'x9' INTAKE LOUVER 15' -0" A.F.F. ' TO BOTTOM OF LOUVER EXISTING 6" PRECAST PANEL WALL EXISTING. PRECAST SPANDREL METAL SIDING DISCHARGE LOUVER 6194 REGISTERED RCIdIT 1CT D -MARK RM. ANDERSON • WASHINGTON LL -101/ \LL-101 T.O. CONC. SILL GEN. RM. FL. ENLARGED DEMOLITION PLAN GENERATOR RM. 1/4" = 1-0" GENERATOR RM. WEST EXTERIOR ELEVATION 1/4" = 11-0" EXISTING 6 " CONCRETE PANEL FLEXIBLE FLASHING LAP OVER DRIP EDGE INFUSION AND PHARMACY 3333 S. 120th Place Building 3 Tukwila, WA 98168 DRIP EDGE BY SIDING MFR SEALANT OVER EXPANDING FOAM TAPE, 1/2" JOINT WOOD BLOCKING EXISTING INSULATED MTL. STUD AND GYPSUM BOARD PLAN ALUMINUM LOUVER r=.YPsl IM BOARD ., MAhCK 6" MTL. STUD © 16" o.c. w/ R -21 BATT INSULATION 1 TREAD 1 1/4" DIAMETER DATE 11/26/12 12/21/12 01/07/13 01/19/13 PERMIT SET CONSTRUCTION DOCUMENTS REVISION 1 REVISION 2 - CITY COMMENTS 1" METAL SIDING o/ BUILDING PAPER 0/ 1/2" EXTERIOR SHEATHING 4" MAX. ALUMINUM LOUVER WOOD BLOCKING BACKER AND SEALANT, 1/2" JOINT PROGRESS DATE: 01/16/2013 DRAWN BY: BJH CHECKED BY: APPROVED BY: FINISH FL 10.1i o:((c CONCRETE CURB All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. EXISTING 8" SLAB GEN. RM. FL. GEN. RM. FL. SEE DTL. 7/S4.1 FOR REINFORCEMENT IN NEW CONCRETE STAIRS WALL SECTION 1 1/2" = 1' -0" TYPICAL HANDRAIL AT STAIR t °.11 RECEIVED CITY OF TUKWI JAN 16 2013 PERMIT CENTE GENERATOR ROOM FLOOR PLANS AND DETAILS SCUPPER 12201 Tukwila Intl Blvd. - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com SCUPPER SCUPPER SCUPPER 4 ot94 't, REGISTERED ARA M. ANDERSON STATE OF WASHINGTON SCUPPER SCUPPER PROVIDENCE INFUSION AND PHARMACY 3333 S. 120th Place Building 3 Tukwila, WA 98168 SCUPPER MARK DATE DESCRIPTION 11/26/12. PERMIT SET PROGRESS DATE: 11/26/12 DRAWN BY: BJH CHECKED BY: Checker APPROVED BY: Approver All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation RECEIVED CITY OF TUKWILA ROOF PLAN ROOF PLAN - EXISTING SCALE: ,1 /8" = 1' -0"