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HomeMy WebLinkAboutPermit D11-068 - VULCAN EMP - VAULTVIJLCAN EMP 3314 S 116 ST Dl 1 -068 City oil/Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 1023049011 Address: 3314 S 116 ST TUKW Suite No: Project Name: VULCAN EMP DEVELOPMENT PERMIT Permit Number: D11 -068 Issue Date: 05/09/2011 Permit Expires On: 11/05/2011 Owner: Name: APOLLO HOLDINGS LLC Address: 505 5TH AVE S #900 , SEATTLE WA 98104 Contact Person: Name: LARRY ALLEN Address: 2715 67 CT SE , AUBURN WA 98092 Contractor: Name: WILCOX CONSTRUCTION INC Address: 123 4TH AVE N , EDMONDS, WA 98020 Contractor License No: WILCOC* 194Q0 Phone: 206- 915 -5820 Phone: 425 774 -4185 Expiration Date: 12/10/2011 DESCRIPTION OF WORK: VAULT FOR STORAGE OF FILM & EXHIBITS FOR EMP WITH PROCESSING ROOMS Value of Construction: $85,720.00 Fees Collected: $2,196.03 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: III -B Occupancy per IBC: 0024 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D11-068 Printed: 05 -09 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie N N N • • Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Public: Non- Profit: N Public: Date: (Jc ined this permit and know the same to be true and correct. All provisions of law and ordinances , whether specified herein or not. The granting of this permit does not pr construction or the performance of work to this permit. Signature: Print Name: e to give authority to violate or cancel the provisions of any other state or local laws regulating • I am authorized to sign and obtain this development permit and agree to the conditions attached fr" i /tii/ This P ermit shall become n 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. Date: 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 -7/10 011 -068 Printed: 05 -09 -2011 8: The special inspection of bolts to be instal. in concrete prior to and during placement illincrete. 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: 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. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: Masonry construction shall be special inspected. 14: 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. 15: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 16: 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. 17: Manufacturers installation instructions shall be available on the job site at the time of inspection. 18: 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. 19: 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). 20: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 21: 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. 22: ** *FIRE DEPARTMENT CONDITIONS * ** 23: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 24: 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, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 25: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets 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) 26: 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) doc: IBC -7/10 D11-068 Printed: 05 -09 -2011 27: Extinguishers shall be located in conspi s locations where they will be readily acce for use. These locations shall be along norm ths of travel, unless the fire code official de hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) e and immediately available lines that the 28: 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) 29: 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) 30: 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) 31: 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) 32: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 33: 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 mm) or the Listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 34: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) 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 mm). 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) 35: 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) 36: 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) 37: 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) 38: 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) 39: 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) 40: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler 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 sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 41: 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 #2051. 42: 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 #2051) doc: IBC -7/10 D11-068 Printed: 05 -09 -2011 43: All new fire alarm systems or modificatiglio existing systems shall have the written ap al of The Tukwila Fire Prevention Bureau. No work shall commencillitil a fire department permit has been obtain City Ordinance #2051) (IFC 104.2) 44: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 45: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 46: 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. 47: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 48: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 49: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 50: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 51: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 52: ** *PLANNING DEPARTMENT CONDITIONS * ** 53: Tree removal, as indicated on Sheet A100, shall be limited to the five western -most plants located on the south side of the building. Relocation or replacement of these trees on site shall be coordinated with the Planning Department prior to final approval. Landscaping within the parking lot landscape island shall not be disturbed. doc: IBC -7/10 D11 -068 Printed: 05 -09 -2011 CITY OF TUK A Community Devel ent Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www. ci. tkwila. wa. us Building Per.No. ` g Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) 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 10_302-i- 90 t( Site Address: 33/ J 5y."L /4 54, P Tenant Name: Property Owners Name: Mailing Address: 50 S King Co Assessor's Tax No.: 9 3 v 9 .7 Suite Number: New Tenant: 9. Floor: ❑ Yes State tst.No Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Mailing Address: E -Mail Address: 40c � lam. f /�A/ 7/5- 6 7 -e7` Day Telephone: (0 6 �t1�r -c fr•v s, ceo9a- Ctty State Zip Gcl Fax Number: ,s ? - L ` l 7- 7 33 (0 GENERAL CONTRACTOR INFORMATIO ` - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: Contact Person: E -Mail Address: State Zip ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: 111)-e . ;> /A1-1-r. 6-0/ City -Sc fle IA) Le./ o Y State Zip Day Telephone: ;U6 - Fax Number: ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: H:\Applications \Forms - Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh State Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206 - 431 -36� - 0 j Valuation of Project (contractor's bid pr. $ Scope of Work (please provide detailed information): Existingllding Valuation: $ Will there be new rack storage? ❑ ....Yes ..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. H1Applications \Forms - Applications On Line12010 Applications\7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor f , % f% �� 7 �� Y v /1 6 s ,J - / 2nd 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. H1Applications \Forms - Applications On Line12010 Applications\7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — Illicable to all permits in this application 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: >►" J 9..LE�. Ua�/ r. q/lseA/ 7,5 671 934,� Print Name: Mailing Address: Date Application Accepted: Date: Day Telephone: Zoo -7 /S- Src City State Zip Date Application Expires: Staff Initials: HAApplications \Forms - Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 1 PLUMBING AND GAS PIPING PELT INFORMATION — 206 -431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'1 Building Code): Occupancy (per Int'1 Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H: Wpplications\Forms- Applications On Line\2010 Applications17 -2010 - Permit Application.doc Revised, 7 -2010 bh Page 5 of 6 • City of Tukwila Department of Community Development � c 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 1023049011 Address: 3314 S 116 ST TURIN Suite No: Applicant: VULCAN EMP RECEIPT • Permit Number: D11 -068 Status: APPROVED Applied Date: 03/15/2011 Issue Date: Receipt No.: R11 -00923 Initials: User ID: Payee: JEM 1165 Payment Amount: $1,332.70 Payment Date: 05/09/2011 09:44 AM Balance: $0.00 VULCAN TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 095418 ACCOUNT ITEM LIST: Description 1,332.70 Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,332.70 1,328.20 4.50 doc: Receiot -06 Printed: 05 -09 -2011 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 1023049011 Permit Number: D11 -068 Address: 3314 S 116 ST TUKW Status: PENDING Suite No: Applied Date: 03/15/2011 Applicant: VULCAN EMP Issue Date: Receipt No.: R11 -00499 Initials: User ID: Payee: WER 1655 Payment Amount: $863.33 Payment Date: 03/15/2011 02:59 PM Balance: $1,332.70 KYLE WEEKS (PHONE) TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 047761 ACCOUNT ITEM LIST: Description 863.33 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 863.33 Total: $863.33 doc: Receiot -06 Printed: 03 -15 -2011 INS ECTION NO. INSPECTION RECORD Retain a copy with permit 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;L) l !�_ i Type Vl pe(tiop: t i Addrsj 4 / 1 ( 1�yDateCalIed: Special Instructions: Date Wanted:. 1 0 / - 2 - - - - 7 ' "`--a.M... ( . / p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: t°1 a4,Y Goick (cis( Inspector: l IDatg� 2-1 '" (/ n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1 4,4 I' -// INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY •OrTtil VILA BUILDING DIVISION •f�, • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 r OS' PERMIT NO. Project: j _ �1.� V d 1 tr '� e.= 1 Type o spection: : in G F i1 nil ' Addrei Date Called: 1 MAP"? ftJ J .1-- / MAs o t . I lie J,) . 1 Special Instructions: Date Wanted:. a.m. Requester: • Phone No: • Approved per applicable codes. DCorrections required prior to approval. 21; COMMENTS: t yam. C � r `r � f f , 1 • =4 - ` 4 C i' 1 :- +.,itv -I :-1:11 .tea (A �Gr Ue�4 144:f .J 1 MAP"? ftJ J .1-- / MAs o t . I lie J,) . G0 (0 v 0>°G Jc c._..)L,p 7' Inspectgf: Date: FEE REQUIRED. Prior to next inspection, fee:must :be • paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectioh. • • • • .INSPECTION RECORD Retain a copy with permit INSPECTION f :.: , f,' PERMIT NO. S ' . =: CITY -OF' TUKWILA BUILDING DIVISION :I ;• •.!.- 6300 Southcenter Bivd., #100, Tukwila. WA 98188 /a. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 rJ +.100ey 1 • • • A. • Project , . _ julep Type of Inspection: % { f..-� Address:. {{ Date Called: Special Instructions: (� .�' . ' -0( /" Date Wanted:. -t a.m. Requester: Phone No: `7.4)(ei —45g— 1 ZS Approved per applicable codes. Corrections required prior to approval. 16 COMMENTS: . 7 Date: (f REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be p;; aid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. !3,-74r. . L'r'r s *a ,.t F. .'(" iV? .tCd'!s?r -N ,3. .s. ;.:p: i r d' ' v'i } '+. ;'° `: - . . • 11,1 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 i Project: \AI(tJ M Type of Inspection: LArvIC�S fop ra� Address: 33i Li 5 a to 1t. Date Called: -7/21111 Special Instructions: Date Wanted: 7/Z Z 1() canm:' p.m. Requester: Phone No: i r EdApproved per applicable codes. DCorrections required prior to approval. COMMENTS: Inspector: 7Gip'f�A/�I Date: • r7 REF SPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • INSPECTION NO. INSPECTION RECORD' Retain .a. copy with permit 0I1 -G60 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 R•, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: \h)11ANJ C. irYI P Type of Inspection: rizqytlIf.)G Address: -V ILL If( -, s Date Called: Special Instructions: / Date Wanted: ;^/4 / L c i- /P-a,/ Requester: Phone No: -206 +W A — I`I Z5 Approved per applicable codes. Corrections required prior to approval. COMMENTS: p . A ! 1 04 2i i r 0 44"1"/ ‘ I Al('L7.iDial G. AMA4 L/u APPkkCA,,AA 511 hJP0-/ -1() ',0011-f / it./ sloon -/, opt / , ;^/4 / L c i- /P-a,/ Date: /4144,16 / .c J - 7 ECTION FEE REQUI ED. Prior t ext inspection..fee.must be p• id t 6300 Southcenter Mid.. Suite 10 . Call to schedule reinpettion,•.. • .� INSPECTION NO. INSPECTION 'RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 .l; (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro'e t: la I p( a J i Type of((��spection: .11„1..6 7.0� -t.4 r� - Ades: i f (,_ _ Date Called: /Loaf- Ate-e4' Special Instructions: Date Wanted �a.m. P.m. Requester: Phone oc - -4' '— � t 2 ElApproved per applicable codes. a Corrections regxred prior to approval. COMMENTS: T --, la I p( a J i 'aise 7�t 7.0� -t.4 r� - * sti t \ n.o PJ /Loaf- Ate-e4' • ...--.... A R. A Inspctor: Date: r — ( / I I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTIOI NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 (t. INSPECTION RECORD. Retain a copy with permit Opt -off' PERMIT NO. Project IJ��C �1 � Type of nspection: x03-1 --.il Co r11-1 ?/r41 Address (4 S ` l I / _�Sr l 1P Date Called: ,e feipkvTs Jn S` %-Ne (-0i Sn.f" -S- Special Instructions: Jv4Jri'- �,rA/E OF F,1A1 A eYk. 3. is Pr oe-0,nl iyD6h5 Date Wanted: 5- t '7 --I( '/�.m. ( Requester: Phone _ -et f — 112.5 DApproved per applicable codes. Corrections required prior to approval. COMMENTS: i4 e(3L/ r11-1 ?/r41 _S' De..62/4--I `r- I U •r J/+ Z' t ,e feipkvTs Jn S` %-Ne (-0i Sn.f" -S- r e) ft f- )f c 4' , Q,,•• . -4e Tie S --- 'J t( : (I 6e ,,L'l - &I P n -f a/t 4 -ixA• {-,b r-/ e. /AS lnsp¢ctor: Date: S-- ❑ 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 10 11 a I' - v- 13-1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: Oa rG I Sprinklers: Tye of I spectjon: A M.4e.„1„,_ Address: ?3i tf S a,b -F'. Suite #: 5 Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: , Monitor: . Pre -Fire: Permits: Occupancy Type: -ra r- s;-,e. e) 1-y /vi-1 °0 s 6y Sa- 4--.1Y - cN1;Lr OK. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: , Monitor: . Pre -Fire: Permits: Occupancy Type: Inspector: j6L. .,I.s.,-.- Date: g'l /I( I t 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: 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 CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 Projject:` ��/�,� Type of�Inspection: j- . Address: .3Aik •, Suite #: -� i t ,, Contact Person: -- -- Special Instructions: : Monitor: Phone No.: Approved per applicable codes.. Corrections required prior to approval. COMMENTS: 7) P c /�` a r• r.n " �u c r e. *l o \ C \.nk leC Needs Shift Inspection: liDate: Sk 4.\t\) Sprinklers: ✓es ' Fire Alarm: Zn q ,; , 1' , V ... \Vs Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: . -, Inspector: , - 1 liDate: Sk 4.\t\) Hrs.: 2 t c) $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: 1 State: Zip: Word /Inspe't:tion Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 •: • } = -. a INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /I —S /3:j PERMIT NUMBERS • , CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 9188 206 - 575 -4407 Project: vA ICit/ Sprinklers: Fire Alarm: Hood & Duct: Type of Inspection: Si° -c-K/LL Address: 331 v • Suite #: 1 5 I �6 1-/-- Contact Person: Special Instructions: -.'• Phone No.: , II` Approved per applicable codes. Corrections required prior to approval. COMMENTS: SP i>Nk ©lc- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: AA s a... Date: -7la '7111 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: 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 l >- 5--137 • b/)- obi PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: r � Utz (C Ty��o�f Inspection: . 1f .. Address: 33 iv \s /a 1"--A-- Suite #: Contact Person: U Special Instructions: Phone No.: Occupancy Type: Approved -per applicable codes. Corrections required prior to approval. COMMENTS: s M44- -- rS oio0 307 pi /-(-21 Aro ° 7) Needs Shift Inspection: Sprinklers:„ Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: A c v, s- Date: 7/2.,21// Hrs.: ',a, $1100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: 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 PERMIT NUMBERS • CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project; I 0 to it. Type of nspection: Address: 33/t/ Suite #: 5 //6 q-1%-- Contact Person: Special Instructions: 14iA rs4 _ dK Phone No.: ikApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: / Occupancy Type: 14iA rs4 _ dK //0 (s. /goo -7/a0 G-i to ss Pid o 74 ) In Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: / Occupancy Type: Inspector: 15)4A Se— Date: 7/?//// Hrs.: qZ kL $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 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing MASONRY REPORT RECEIVED Air, 11 20111 COMMUNITY DEVELOPMENT Job Number: 11 -0245 Report Number: 63903 Permit Number: D11 -068 'Mc .t . 1 A , . .. d!`+t 3 _ •.i '. s' ."?o�'F ti: ? . s .• . t tt.. ,.r .: ■ ai r.. rv..:sLe, ...b X` * ' � L <a.'x1{. •.. ", '� '<. t . ,..: ' -'s, a a �..r .'.., "Vt Project: EMP Vault Client: Vulcan, Inc Address: 3314 S 116th St, Tukwila Inspector & Date: Anthony Allen 5/25/2011 Masonry Sub or Contractor: Wii := 414. ." � t.r � :�� . .. . ., d. D.ESCRIPTION / traCATION • "- '1-'� ' `s; al .' IR.� • IBC Level of Inspection: (Projects located outside Seattle) Ref. Level 1 • Level 2 • SBC Level of Inspection: (Projects located in Seattle) Level 1 (Periodic) • Level 2 (Continuous) • 17- 04.5.1/17- 04.5.3 IBC 2006 Ref. 17- 04.5.1/17- 04.5.3 SBC 2006 On site to check the resteel and observe and test the placement of grout for the 8" CMU walls per detail 3 and 4 on S401. Approximate square footage completed on this date: Are anchors in place? (if required) : Was reinforcing steel verified? Yes Is reinforcing steel secured in place ?: Yes Grade of reinforcing steel: 60 Manufacturer: Cascade Is high lift grouting approved ?: ?a ' 1, ;: %GROUT INFQRMraION ASsnIVI C mi9) (exc� ..insiparagrapti 2;1.6), Mix no. /type: 35MG708 Grout supplier: Cadman Grout preparer: Cadman Grout temperature: 62° Grout slump: 10" Total yardage: Method of consolidation: Vibration Grout ingredients & weights: Sand 1973# / 840# 3/8 / 658#1-11/ water 410# v1.: ' 4.irry MORRAR, INFO.RIVIATI_ONg_s_ITM,TC 3100) " . w . , 4e: ,. ':*' ,YS,;; Mix no. /type: S Mortar supplier: Design Mix 1 Mortar preparer: Masons Mortar temperature: Mortar ingredients: Sack + Water s ; = IIITATE R VE. �IA.C� lailON AS1L106 .I 7ASIT IA C117..40 ) 1 ) Block/unit supplier: Block/unit type: _ F ':.Mi :i 3 VOA gili INFORIIIIArlitiN ''f`sa • ;�'• v. -4..0_,,,,- ;" t.,sF; Were any samples made? No If Yes - see attached report ", ° .1 � "t © FIEEtilKEOR INEIUN ' .x tx... t 1'4 144 'tt. r uy:` t , , Weather & ambient temperature: Indoors Protection methods: Is this a re- inspection? No If yes - original inspection date: t" t" ,. S., g_. . �t s t7.: COMME.NTSE t . ' 'fix ',; "VA3 ;,..r° '. `' IA z= gCRI A�,S�TMJIARE OJSed IEConforms X I "°.t`D6:MNot Conform Copies to: X Client X Engineer Owner X Contractor X Architect X Building Dept. Others Technical Responsibility: Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -72 -06 (Rev 02/11) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 235446 Project: Address: Client: LATERAL FRAMING INSPECTION REPORT EMP Vault 3314 S 116th St, Tukwila Apollo Holdings, LLC Permit Number: Job Number: Client Address: Ira 0 C'D at LIU D11-068 11 -0245 505 5th Ave S, -2 Loading Dock, Seattle Inspections Performed Nail / Screw Size and Spacing X Bottom Plate Nailing Light Gauge Framing Anchor Bolt Sheathing Nailing Light Gauge Yield: 30ksi ❑ 50ksi • Blocking Diaphragm Nailing Light Gauge Welding Installation of Holdown System Sheathing Rating: Welder's Name: Sheathing Type: WABO Number: Clips • Straps • Hardware Manufacturer: Other (specify): WABO Card Exp.: Inspector and Date Remarks Joseph Chen 7/12/2011 Copies to: X Client X Architect X Engineer I arrived on site to inspect installation of screws on 4x12 sleeper beam. (2)1/2" diameter lag screws with 3" minimum embeds to truss top chord each side. (1) %" diameter A307 thru -bolt on %4" bent ES of sleeper each side. Location = roof sheathing. I verified the number of bolts and screws, size of bolt and screw and embedment to truss. Also I verified the contractor tightened up these bolts and screws on 4x12 sleeper beam on roof sheathing. Contractor followed the engineers approved documents to install these bolts and screws at the sleeper beam total (16)'/2' diameter lag screws on (8)'/4" diameter A307 thru bolts. Conforms X Contractor X Building Dept. Technical Responsibility: Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -84 -02 (Rev 02/09) OTTO ROSENAU & ASSOCIATES, INC. RECEIVED Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Report Number: RC129873 Permit Number: D11 -068 Job Number: 11 -0245 Project: EMP Vault Address: 3314 S 116th Street, Tukwila Inspector(s): Rick Hardy AUG 01 20111 COMMUNITY DEVELOPMENT Client: Apollo Holdings LLC Address: 505 5th Avenue South, _ -2 Loading Dock, Seattle Date: 6/22/2011 , Description /Location: Vault lid at grid lines B.5 to E.5/5 to 6.5, elevation 21' -0 ", as per S201 and 7/S401. Reinforced with welded wire fabric. Resteel Verified: Yes Rick Hardy Mfg: Placement Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength: CalPortland (Glacier) 63169 6" 0.421 Line Pump Yes 4000 psi at 28 days. Design Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (Ibs /size): Coarse Agg. (Ibs /size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Sampling and Testing Data Time Cubic ASTM C 172, C 31 Made Yards Cast Samples: 1 -4 7:40 am 13.00 Water Slump Added C 143 0 gal. 6" Actual ❑ 470# Type: I/II 1470# 1850# 3/8" Batch Weights /Cubic Yard 240# 25 oz. ADVA, 18 oz. WRA Air% C 231 N/A Conc.Temp C 1064 68 °F Slag (Ibs): 100# Ambient Temp 75 °F Truck Ticket No. No. 7649 412621 Weather: Inside Date Samples Picked Up: 6/23/2011 Specimen Number Test Date Field Cure 1 6/29/11 2 7/20/11 3 7/20/11 4 7/20/11 Age (Days) 7 28 28 28 Slump Range: 6" Air % Range: Initial Curing Method: ASTM C31, Exclude C31- 12.1.5 Initial Curing Temp: ASTM C31, Exclude C31- 10.1.2 Comments REINFORCING / PLACEMENT: Conforms COMPRESSIVE TEST RESULTS Size Area Weight Max Load Strength (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) 4 x 8 12.69 8.87 62,560 4930 4 x 8 12.69 8.9 92,630 7300 4 x 8 12.69 8.89 89,310 7040 4 x 8 12.69 8.86 90,580 7140 *= Discarded Tested in general accordance to: ASTMC39 p ASTMC617 ❑ ASTMC1231 Copies to: Client ❑ Owner Architect ❑ Others Engineer Building Dept Contractor Batch Plant Technical Responsibility: IIVF% W "A Does Not Conform ❑ Fracture Type (other than cone) Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 242605 Project: Address: Client: EMP Vault 3314 S 116th St, Tukwila Apollo Holdings LLC CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Client Address: D11 -068 11 -0245 505 5th Ave S, Ste 900, Seattle Inspections Performed Proprietary Anchors: Steel Decking Other (specify): • Anchor Bolt Installation X Structural Steel Fabrication • Epoxy Grouting (Rebar / Bolts) Structural Steel Erection X Inspector and Date Remarks Stephen Ramos Arrived on site to perform special inspections, in accordance with project plans and specifications. 7/7/2011 The following is a list of activities /inspections performed: Painting Rack Support Framing 1. Visually inspected field welding of 4x4 angle hangers to roof beam and new W4x13 beams as per engineer sketch SSK -3 Detail C. 2. Visually inspected field welding of 4x4 angle diagonal braces as per detail noted above. 3. Performed torque verification inspection for (4) 5/8X6 Hilti KB III anchors at CMU wall, as per ESR -1385 and engineer sketch SSK -2 Detail B. a. Length of anchors verified by identification mark on bolt ends. b. Verified embedment of 4 inches per drawing was maintained after installation torque was applied. c. Verified bolts achieved minimum installation torque of 65 ft. /lbs. as per ESR -1385. NOTE: ORA was not present at installation. Work inspected was found in conformance. Conforms Copies to: X Client X Engineer Owner X Contractor X Architect X Building Dept. Others Technical Responsibility: Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -63 -02 (Rev 11/08) July 27, 2011 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTT64 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Ag Weld site: www.ottorosenau.com Final Letter City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila Washington 98188 -2544 Project: EMP Vault Permit Number: D11 -068 Address: 3314 5 116th St Job Number: 11 -0245 We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Geotechnical items inspected: 1. Soil bearing verification Structural items inspected: 1. Reinforcing steel including epoxy - grouted dowels 2. Reinforced concrete 3. Reinforced masonry 4. Structural steel erection /welds 5. Steel decking 6. Nelson studs 7. Anchor bolts /screws Sincerely, OTTO ROSENAU & ASSOCIATES, INC. t /dr(Z( eanne L. Parvin cc: Apollo Holdings LLC e -mail c: Wilcox Construction, Inc. Anthony Coyne, PE Senior Engineer 7/27/1/ Sea/701z OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing MASONRY REPORT RECEIVED 'JUL' 1 410111 COMMUNITY DEVELOPMENT Job Number: 11 -0245 Report Number: 110932 Permit Number: D11 -068 Protection methods: Project: EMP Vault Client: Vulcan, Inc If yes - original inspection date: Address: 3314 S 116th St, Tukwila J Inspector & Date: Dusty Johnston 6/3/2011 Masonry Sub or Contractor: DESCRIPTION 1 LOCATION IBC Level of Inspection: (Projects located outside Seattle) Ref. Level 1 11 Level 2 • SBC Level of Inspection: (Projects located in Seattle) Level 1 (Periodic) • Level 2 (Continuous) • 17- 04.5.1/17- 04.5.3 IBC 2006 Ref. 17- 04.5.1/17- 04.5.3 SBC 2006 X I 3rd lift all around. Approximate square footage completed on this date: Are anchors in place? (if required) : N/A Was reinforcing steel verified? Yes Is reinforcing steel secured in place ?: Yes Grade of reinforcing steel: 60 Manufacturer: Cascade Is high lift grouting approved ?: N/A GROUT INFORMATION (ASTM C 1019) (excludng Paragraph 12.1.6) Mix no. /type: 35MG708 Grout supplier: Grout preparer: Batch Man Grout temperature: 62° Grout slump: 9" Total yardage: 14 Method of consolidation: Vibration Grout ingredients & weights: MORTAR INFORMATION (ASTM C 780) Mix no. /type: Mortar supplier: l Mortar preparer: Mortar temperature: Mortar ingredients: MATERIAL INFORMATION (ASTM C 671 ASTM C 140) Block /unit supplier: Mutual Materials Block /unit type: STD SAMPLE INFORMATION Were any samples made? Yes If Yes - see attached report Weather & ambient temperature: Overcast 55° Protection methods: Is this a re- inspection? No If yes - original inspection date: J COMMENTS Other ASTM Methods Used: 1 Conforms X I Does Not Conform 1 Copies to: X Client X Engineer Owner X Contractor X Architect X Building Dept. Others Technical Responsibility: I/441/ eff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -72 -06 (Rev 02/11) OTTO ROSENAU & ASSOCIATES, INC. Job Name: EMP Vault Job Number: 11 -0245 Report No: 110932 MASONRY REPORT — SAMPLE DATA P sc ip �i� Sample le Description � � ,:aiii 14,Nri'Mfrol. ' l Samples tS .Samplel'tCubic � �, Size ;� e Yartlst *Required �4 ,fpm ors raps! Amb a t' ; Tem `Trucks1T i ' No � �' cket ate' 1wf • Nom. Grouted CMU Prisms (ASTM C1314) 1 -3 8x8x16 14 1500 55° 0248 985630 Ungrouted CMU Prisms (ASTM C1314) Required Upper Bearing Plate Thickness: Provided Upper Bearing Plate Thickness: 3.5" Required Lower Bearing Plate Thickness: Provided Lower Bearing Plate Thickness: Grouted Clay Prisms (ASTM c1314) Ungrouted Clay Prisms (ASTM C1314) CMU Blocks (ASTM C140) Clay Units /Blocks (ASTM c67) Grout (ASTM C1314) Mortar (ASTM C 780) - �r -..' • 1 i .y .M (, .rte i k :, r.�:; - r.,. +� OMMENTS u riiA; y : s, i , 1 5€�»,i P •''' i` et^` .r ik �) ., } _. • . "'4"* .at i Kyr qY r .: £. .. lk Yt x' ^y 4 , ,t +4 ;TAR �.1,I�,. �; , �,,. r'3 'xibpy., 3 A a • ..Sr..+A » ' .. 3 _ ' xiue . °�"� a. < IT �;:5° .°u .- t.•`s &"tt�.`"..ci33�x¢ d3 a:;,..,�4;.�.'fr .. ....,. �S_, Date Samples Picked Up By ORA representative: 6/6/2011 Max /Min Temperature (1s` 48 hrs.): (excluding paragraph 12.1.3) 5 ti;, PRISMtINFORMOIONI (AS;TiMia-31'4);(BZCiUA pa'i g A 12>1 5 . '' r� y* ; r ; a; m_As _ „V Date Constructed: 6/2/2011 Constructed By (Mason): Land Date Grouted: 6/3/2011 Block /Unit Supplier: MM Block/Unit Type: STD f '. ..± , ' =` r C om yEe*ME n Triff Machine informations "' Diameter of Spherical Seat: 13.0" Required Upper Bearing Plate Thickness: Provided Upper Bearing Plate Thickness: 3.5" Required Lower Bearing Plate Thickness: Provided Lower Bearing Plate Thickness: 5.5" PRISM COMPRESSION TEST RESULTS Avg. Avg. Avg. Net Max Net Height/ Corrected Prism Test Age Width Height Length Area Load Strength Thickness Strength No. Date (Days) &LI fL,L1 in. i 6 (Ib.) (psi) Ratio C/F (psi) 1 7/1/11 28 7.65 16.00 8.7 66.56 247,010 3710 2.09 1.01 3750 2 7/1/11 28 7.65 15.94 8.9 68.09 243,190 3570 2.08 1.01 3610 3 7/1/11 28 7.65 15.96 8.7 66.56 253,260 3810 2.08 1.01 3840 Sampling & Testing Methods Used: ASTM C 140, ASTM C 1314 (excluding paragraph 5.11) * Height to thickness correction factor from Table 1 of ASTM C 1314 Prism No. 1 Avg Compressive Strength of Prisms (psi): 3730 Photo / Sketch of Prism Failure Prism No. 2 Prism No. 3 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: INSP -72 -06 (Rev 02/11) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 135741 Project: Address: Client: EMP Vault 3314 S 116th St, Tukwila Apollo Holdings LLC CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Client Address: D11-068 11 -0245 505 5`h Ave S, Ste 900, Seattle Inspections Performed Proprietary Anchors: Steel Decking Other (specify): • Anchor Bolt Installation Structural Steel Fabrication • Epoxy Grouting (Rebar / Bolts) Structural Steel Erection X Inspector and Date Remarks Dusty Johnston 6/15/2011 Visual inspection was made of the beam to embed welds for 7 roof beams. Welding performed by WABO certified welders (cards on file with contractor) using AWS D1.1 procedures and found to be according to detail 6/S401. Conforms Copies to: X Client X Engineer Owner X Contractor X Architect X Building Dept. Others Technical Responsibility: i\f Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -63 -02 (Rev 11/08) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 135403 Project: Address: Client: EMP Vault 3314 S 116th St, Tukwila Apollo Holdings LLC CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Client Address: D11 -068 11 -0245 505 5th Ave S, Ste 900, Seattle Inspections Performed Proprietary Anchors: Steel Decking X Other (specify): • Anchor Bolt Installation Structural Steel Fabrication • Epoxy Grouting (Rebar / Bolts) Structural Steel Erection X Inspector and Date Remarks Rick Hardy 6/16/2011 Performed visual and mechanical inspection on the following: Upper level grids 5 to 6.5/G 6 to C. As per details S201; S103; 8/S301. 3/ inch in diameter effective puddle weld in lower flutes to member below and at 12" on center, on sides. Button punch at 1'0" on center at seams. Nelson studs 3/4 inch in diameter by 5" placed in lower flute with a 5/16 fillet all around. All studs tested for soundness by striking with a hammer. Above welded connections conform to AWS D1.1 and D1.3 WABO welder card on file. Conforms Copies to: X Client X Engineer Owner X Contractor X Architect X Building Dept. Others Technical Responsibility: Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -63 -02 (Rev 11/08) • OTTO ROSENAU & ASSOCIATES, INC. • Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 11 -0245 CONCRETE REPORT Report Number: RC129873 Permit Number: 011 -068 Project: EMP Vault Address: 3314 S 116th Street, Tukwila Inspector(s): Rick Hardy Client: Apollo Holdings LLC Address: 505 5th Avenue South, _-2 Loading Dock, Seattle Date: 6/22/2011 Description /Location: Vault lid at grid lines B.5 to E.5/5 to 6.5, elevation 21' -0 ", as per S201 and 7/S401. Reinforced with welded wire fabric. Resteel Verified: Yes Rick Hardy Mfg: Placement Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength: CalPortland (Glacier) 63169 6" 0.421 Line Pump Yes 4000 psi at 28 days. Design Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Sampling and Testing Data Time Cubic ASTM C 172, C 31 Made Yards Cast Samples: 1 -4 7:40 am 13.00 Water Slump Added C 143 0 gal. 6" Actual ❑ 470# Type: I/1I 1470# 1850# 3/8" Batch Weights /Cubic Yard 240# 25 oz. ADVA, 18 oz. WRA Air% C 231 N/A Conc.Temp C 1064 68 °F Slag (lbs): 100# Ambient Temp 75 °F Truck Ticket No. No. 7649 412621 Weather: Inside Date Samples Picked Up: 6/23/2011 Specimen Number 1 * = Discarded Tested in general accordance to: Test Date 6/29/11 Field Cure Copies to: Client ❑ Owner Architect ❑ Others Engineer Contractor 51 r2 Age (Days) 7 Slump Range: 6" Air % Range: Initial Curing Method: ASTM C31, Exclude C31- 12.1.5 Initial Curing Temp: ASTM C31, Exclude C31- 10.1.2 Comments REINFORCING / PLACEMENT: Conforms COMPRESSIVE TEST RESULTS ASTMC39 Building Dept Batch Plant Size (in.) 4x8 Area Weight Max Load (Sq.ln.) (Lbs.) (Lbs.) 12.69 8.87 62,560 ASTMC617 ❑ ASTMC1231 Technical Responsibility: Strength (psi) 4930 Does Not Conform Fracture Type (other than cone) Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 09/06) Page 1 of 1 • ', OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing ' to) Z MASONRY REPORT • 042 i COMMUNiTt_. Job Number: 11 -0245 Report Number: 110918 — Revised Permit Number: 011 -068 A. i 044,k4 ti Gb:L $'{, 't A w it 6 � 5 . : Project: EMP Vault Client: Vulcan, Inc Address: 3314 S 116th St, Tukwila Inspector & Date: Dusty Johnston 5/31/2011 Masonry Sub or Contractor: . t 'r ;, `= DESC;RIP, T'Ib' /,jLOC°ATtIONERE, .. . `:'" r t ie. IBC Level of Inspection: (Projects located outside Seattle) Level 1 • Level 2 • Ref. 17- 04.5.1/17- 04.5.3 IBC 2006 SBC Level of Inspection: (Projects located in Seattle) Level 1 (Periodic) • Level 2 (Continuous) • Ref. 17- 04.5.1/17- 04.5.3 SBC 2006 2nd lift walls all around. 4' to 8'. Approximate square footage completed on this date: 800 Are anchors in place? (if required) : N/A Was reinforcing steel verified? Yes Is reinforcing steel secured in place ?: Yes Grade of reinforcing steel: 60 Manufacturer: Cascade Is high lift grouting approved ?: N/A ti A % .. ' IaGROU1T If FmORIUlA1TIOTN (AS3M C 101,,9) ,x'° dn9.pa graph412 s) vt Mix no. /type: 35MG708 Grout supplier: Cadman Grout preparer: Cadman Grout temperature: 61° Grout slump: 9" Total yardage: 13.5 Method of consolidation: Vibration Grout ingredients & weights: Sand 1973# / 840# 3/8 / 658# I -11 / water 410# � . ' ;t . INIORT /AR NFORM'ATI$N '(A`STIVI C[ 7180 * ' :. "r Mix no. /type: Mortar supplier: Mortar preparer: Mortar temperature: Mortar ingredients: Atal • Nrur p ,.f.. ' MII 4 IairiERI'AL' IIVFmORIUTAiTIMNO(A'Si7M C16i7 /:S1T11911C 140) { ; a .x: + ; ` �`,?,? . Block/unit supplier: Mutual Materials Block/unit type: STD ' a <,i.a `,�M1i N i � ri ., *Y' r A: r } �.. a }r. ' 'xY � .Lj�rG r. �.��i ,. ,��:����.�` , . ���. �..,5.:ia? =:t .. ? ��SAMPL€�NFOORMA�iTI'®.N�s�#i�r �„�.' ��f. ;•p, axe ?;'� '�'i� .� �'('�ra. , �'.' ..::�c� Were any samples made? No If Yes — see attached report " ^ ;,.ate. '— 7 : ". f: e =)I` . ' -Al . _r. s OJj I-H INaiRMA1iO.N x - M om- `& f• 44,1. a , - Weather & ambient temperature: Indoors 70° Protection methods: Is this a re- inspection? No If yes — original inspection date: ba ,. . t�1 ..,, '0,114.- -0 . a.� r . , OOONIME lilts ,k" a "° i : 1 ' �'a' EO:l(her ASaTMiMefhod llt d €,onforms, X I Mlle s No iiii rrn Copies to: X Client X Engineer Owner X Contractor X Architect X Building Dept. Others Technical Responsibility: tlt\' U Jeff Rabe, Project Manager 1 9 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -72 -06 (Rev 02/11) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing MASONRY REPORT Job Number: 11 -0245 Report Number: 134584 Permit Number: D11 -068 Project: EMP Vault Client: Vulcan, Inc Address: 3314 S 116th St, Tukwila Inspector & Date: Isaac Ruoff 6/10/2011 Masonry Sub or Contractor: Lang and Lord DESCRIPTION/ LOCATION IBC Level of Inspection: (Projects located outside Seattle) Ref. Level 1 ►/ Level 2 • SBC Level of Inspection: (Projects located in Seattle) Level 1 (Periodic) • Level 2 (Continuous) • 17- 04.5.1/17- 04.5.3 IBC 2006 Ref. 17- 04.5.1/17- 04.5.3 SBC 2006 Last lift of the vault. Approximate square footage completed on this date: 1200 Are anchors in place? (if required) : Yes Was reinforcing steel verified? Yes Is reinforcing steel secured in place ?: No Grade of reinforcing steel: 60 Manufacturer: Cascade Is high lift grouting approved ?: No GROUT INFORMATION (ASTM C 1019) (excluding paragraph 12.1.6) Mix no. /type: 35MG708 Grout supplier: Cadman Grout preparer: Cadman Grout temperature: 72° Grout slump: 9" Total yardage: 14 Method of consolidation: Vibration Grout ingredients & weights: CMT: 658# / Sand: 1973# / 840# 3/8 / Water: 410# MORTAR INFORMATION (ASTM C 780) Mix no. /type: Mortar supplier: 11 Mortar preparer: Mortar temperature: Mortar ingredients: MATERIAL, INFORMATION (ASTM C 67/ ASTM C 140) Block /unit supplier: Mutual Materials Block/unit type: STD SAMPLE INFORMATION Were any samples made? No If Yes — see attached report OTHER INFORMATION Weather & ambient temperature: Overcast, 54° Protection methods: None Is this a re- inspection? No If yes — original inspection date: COMMENTS Other ASTM Methods Used: Conforms X Does Not Conform Copies to: X Client X Engineer Owner X Contractor X Architect X Building Dept. Others Technical Responsibility: /14114 Jeff Rabe, Project Manager 14/ This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -72 -06 (Rev 02/11) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 11 -0245 CONCRETE REPORT Report Number: RC129940 Permit Number: Project: EMP Vault Address: 3314 S 116th Street, Tukwila Inspector(s): Dusty Johnston Description /Location: In -slab wall footings Resteel Verified: RECEIVED Client: Apollo Holdings LLC Address: 505 5th Avenue South, = 2 Loading Dock, Seattle ,JUN 2 7 20111 Date: 5/18/2011 COMMUNITY DEVELOPMENT Yes 5/18/2011 Dusty Johnston (Grade 60) Mfg: Cascade Placement Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength: CalPortland (Glacier) 63126 5" .44 N/A 20 Line Pump Yes 4000 psi at 28 days. Sampling and Testing Data ASTM C 172, C 31 Time Cubic Made Yards Cast Samples: 1 -4 8:30 am Design Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (Ibs /size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Actual ❑ 470# Type: I/1I 1440# 1835# 3/4" Batch Weights /Cubic Yard 250# 25 oz. WRA Water Slump Air % Added C 143 C 231 10.00 15 gal. 4 1/2" N/A Slag (lbs): 94# Conc.Temp Ambient Truck Ticket C 1064 Temp No. No. 67 °F 50 °F 7670 399149 Weather: Fair Date Samples Picked Up: 5/19/2011 Specimen Number Test Date Field Cure 1 5/25/11 2 6/15/11 3 6/15/11 4 6/15/11 = Discarded Tested in general accordance to: Copies to: Client 0 Engineer Building Dept ❑ Owner MI Contractor Batch Plant Architect ❑ Others Slump Range: Air % Range: Initial Curing Method: ASTM C31, Exclude C31- 12.1.5 Initial Curing Temp: ASTM C31, Exclude C31- 10.1.2 Comments REINFORCING / PLACEMENT: Conforms COMPRESSIVE TEST RESULTS Age Size Area Weight Max Load Strength (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) 7 4 x 8 12.63 8.78 57,070 4520 28 4 x 8 12.63 8.79 76,410 6050 28 4 x 8 12.63 8.81 78,100 6180 28 4 x 8 12.63 8.8 77,670 6150 ASTMC39 p ASTMC617 111 ASTMC1231 Technical Responsibility: Does Not Conform Fracture Type (other than cone) 2 2 2 Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US -- Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing RECEIVE() Job Number: 11 -0245 CONCRETE REPORT Report Number: RC129942 Permit Number: D11 -068 Project: EMP Vault Address: 3314 S 116th Street, Tukwila Inspector(s): Dusty Johnston Description /Location: Leveling curb Resteel Verified: Yes 5/20/2011 Dusty Johnston (Grade 60) Placement Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: CalPortland (Glacier) 63126 5" .44 N/A 3.5 Georgia Buggy Yes Required Strength: 4000 psi at 28 days. Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1 -4 7:30 am Time Made Cubic Yards Design Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (Ibs /size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Water Slump Added C 143 3.50 5 gal. 4" `JUN 2 7 Stu DEVELOPMENT Client: Apollo Holdings LLC Address: 505 5th Avenue South, _-2 Loading Dock, Seattle Date: 5/20/2011 Mfg: Cascade Actual ❑ 470# Type: UII 1440# 1835# 3/4" Batch Weights /Cubic Yard 250# 25 oz. WRA Air% C 231 N/A Conc.Temp C 1064 63 °F Slag (lbs): 94# Ambient Tem p 45 °F Truck Ticket No. No. 7649 400122 Weather: Sunny Date Samples Picked Up: Specimen Number 1 2 3 4 = Discarded Tested in general accordance to: Test Date 5/27/11 6/17/11 6/17/11 6/17/11 5/23/2011 Field Cure Copies to: Client ❑ Owner Slump Range: Air % Range: Initial Curing Method: ASTM C31, Exclude C31- 12.1.5 Initial Curing Temp: ASTM C31, Exclude C31- 10.1.2 Comments REINFORCING / PLACEMENT: Conforms MI Does Not Conform ❑ COMPRESSIVE TEST RESULTS Age Size Area Weight Max Load (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) 7 4 x 8 12.63 8.86 58,210 28 4 x 8 12.69 8.86 69,240 28 4 x 8 12.69 8.9 78,880 28 4 x 8 12.69 8.82 79,800 ASTMC39 p ASTMC617 ❑ Engineer 151 Building Dept Contractor 0 Batch Plant Architect ❑ Others Technical Responsibi ASTMC1231 Strength Fracture Type (psi) (other than cone) 4610 5460 6220 6290 Jeff Rabe, Project Manager • This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing MASONRY REPORT RECEIVED 'JUN 2 71`I CMMN DEVELOPMENT Job Number: 11 -0245 Report Number: 110918 Permit Number: D11 -068 Project: EMP Vault Client: Vulcan, Inc Address: 3314 S 116`h St, Tukwila Inspector & Date: Anthony Allen 5/31/2011 Masonry Sub or Contractor: DESCRIPTION / LOCATION IBC Level of Inspection: (Projects located outside Seattle) Ref. Level 1 @ Level 2 ■ SBC Level of Inspection: (Projects located in Seattle) Level 1 (Periodic) • Level 2 (Continuous) • 17- 04.5.1/17- 04.5.3 IBC 2006 Ref. 17- 04.5.1/17- 04.5.3 SBC 2006 2nd lift walls all around. 4' to 8'. Approximate square footage completed on this date: 800 Are anchors in place? (if required) : N/A Was reinforcing steel verified? Yes Is reinforcing steel secured in place ?: Yes Grade of reinforcing steel: 60 Manufacturer: Cascade Is high lift grouting approved ?: N/A GROUT INFORMATION (ASTM C 1019) (excluding paragraph 12.1.6) Mix no. /type: 35MG708 Grout supplier: Cadman Grout preparer: Cadman Grout temperature: 61° Grout slump: 9" Total yardage: 13.5 Method of consolidation: Vibration Grout ingredients & weights: Sand 1973# / 840# 3/8 / 658# 1 -11 / water 410# MORTAR INFORMATION (ASTM C 780 Mix no. /type: Mortar supplier: Mortar preparer: Mortar temperature: Mortar ingredients: MATERIAL INFORMATION (ASTM C 67/ ASTM C 140) Block /unit supplier: Mutual Materials Block/unit type: STD SAMPLE INFORMATION Were any samples made? No If Yes — see attached report OTHER INFORMATION Weather & ambient temperature: Indoors 70° Protection methods: Is this a re- inspection? No If yes — original inspection date: COMMENTS Other ASTM Methods Used: 1 Conforms X Does Not Conform Copies to: X Client X Engineer Owner X Contractor X Architect X Building Dept. Others Technical Responsibility: Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -72 -06 (Rev 02/11) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing MASONRY REPORT RECEIVED IIIN 2'7 mu COMMUNITY DEVELOPMENT Job Number: 11 -0245 Report Number: 110930 Permit Number: D11 -068 Project: EMP Vault Client: Vulcan, Inc Address: 3314 S 116th St, Tukwila Inspector & Date: Dusty Johnston 6/7/2011 Masonry Sub or Contractor: Lang and Lord DESCRIPTION / LOCATION IBC Level of Inspection: (Projects located outside Seattle) Ref. Level 1 • Level 2 • SBC Level of Inspection: (Projects located in Seattle) Level 1 (Periodic) • Level 2 (Continuous) • 17- 04.5.1/17- 04.5.3 IBC 2006 Ref. 17- 04.5.1/17- 04.5.3 SBC 2006 4th lift walls all around. Approximate square footage completed on this date: 1200 Are anchors in place? (if required) : N/A Was reinforcing steel verified? Yes Is reinforcing steel secured in place ?: Yes Grade of reinforcing steel: 60 Manufacturer: Cascade Is high lift grouting approved ?: N/A GROUT INFORMATION (ASTM C 1019) (excluding paragraph 12.1.6) Mix no. /type: 35MG708 Grout supplier: Cadman Grout preparer: Batch Man Grout temperature: 61° Grout slump: 9" Total yardage: 14 Method of consolidation: Vibration Grout ingredients & weights: Sand 1902# / 847# 3/8 / 658#1-11/ water 410# MORTAR INFORMATION (ASTM C 780) Mix no. /type: Mortar supplier: Mortar preparer: Mortar temperature: Mortar ingredients: MATERIAL INFORMATION (ASTM C 67/ ASTM C 140) Block /unit supplier: Mutual Materials Block /unit type: STD SAMPLE INFORMATION Were any samples made? No If Yes - see attached report OTHER INFORMATION Weather & ambient temperature: Indoors 70° Protection methods: Is this a re- inspection? No If yes - original inspection date: COMMENTS Other ASTM Methods Used: Conforms X Does Not Conform Copies to: X Client X Engineer Owner X Contractor X Architect X Building Dept. Others Technical Responsibility: \to Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -72 -06 (Rev 02/11) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 110917 Project: Address: Client: EMP Vault 3314 S 116th St, Tukwila Vulcan, Inc CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Client Address: 31,14120 `lam val la' 011-068 11 -0245 505 5th Ave S, Ste 900, Seattle Inspections Performed Proprietary Anchors: Steel Decking Other (specify): Observation X • Anchor Bolt Installation Structural Steel Fabrication • Epoxy Grouting (Rebar / Bolts) Structural Steel Erection Inspector and Date Remarks Dusty Johnston On site to confer with mason concerning scheduling and inspection, etc. 5/23/2011 Copies to: X Client X Engineer Owner X Contractor X Architect X Building Dept. Others Technical Responsibility: 4,0 Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -63 -02 (Rev 11/08) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 4O \ G GEOTECHNICAL INSPECTION REPORT�� Report Number: 237888 G�01404‘ Description: Soil Bearing Verification 510` O Project: Address: Client: Inspector and Date Jeff Rabe 5/16/2011 EMP Vault 3314 S 116th St, Tukwila Vulcan, Inc. Permit Number: Job Number: Client Address: D11-068 11 -0245 505 5th Ave S, Suite 900, Seattle WA 98104 Remarks Footing excavation at interior vault: Walked and probed excavation with a standard 3/8 -inch diameter steel footing probe and encountered Tess than'/ inch penetration in silty sand soils exposed below existing slab, except soil adjacent to existing tilt -up panel wall which is pea gravel backfill. Based on characteristics of near surface soils, it is the writer's opinion that adequate bearing exists for 2,500 psf (pounds per square foot) design loads. Copies to: X Client X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer Anthon yne, Senii Engineer This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN- 100 -01 (Rev 01/05) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Job Number: 11 -0245 Project: EMP Vault Address: 3314 S 116t' St, Tukwila Inspector: Jerry Graham Report Number: 121981 Permit Number: D11 -068 Description /Location: All CMU wall footings Intended Use: Footing horizontal dowels Client: Vulcan, Inc. Address: 505 5'h Ave S, Suite 900, Seattle WA 98104 Date: 5/16/2011 Building Code & Year: SBC 06 Reference Standard(s) Used: Copies to: X Client X Engineer Owner X Contractor X Architect X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform V Jeff - - "-'Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. r uction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -86 -01 (Rev 09/09) ►5 Reinforcing Steel • All Thread Bar /Dowel Size & Quantity: #4 (340) Anchor Size & Quantity: Rebar Manufacturer: Cascade Mills Type of Steel (ASTM): • A -36 • A -325 • A-449 Rebar Grade: • 40 A 60 • Other: • Other: Type of Bar: ►A A -615 • A -706 • A -775 • Other: Special Ductile Quality (SDQ): • Yes A No Anchor Length: 24° Hole Depth: 4"-5" Required Embedment: 4° Hole Diameter: 5/8° Concrete Thickness: Varies Concrete Strength: Existing Concrete Base Material: i2 Normal Weight Concrete • Light Weight • CMU • Brick • Composite Deck Other: Compressed Air PSI: 100 Hole Cleaning: ►I Compressed Air • Hand Pump • Hole Condition: Brushed: @ Yes • No ■ Dry • Damp • Water Saturated • Submerged Approved Diamond Cored Drill Bit (ANSI B212.15): • Yes • No Hole: • Yes @ No Adhesive Type: Simpson Set -XP Expiration Date: 9/30/2012 ICC ESR #: 2508 Weather: Inside Ambient Temperature: 61 °F Substrate Temperature: 60 °F Reference Standard(s) Used: Copies to: X Client X Engineer Owner X Contractor X Architect X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform V Jeff - - "-'Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. r uction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -86 -01 (Rev 09/09) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 11 -0245 CONCRETE REPORT Report Number: RC129940 Permit Number: D11 -068 Project: EMP Vault Address: 3314 S 116th Street, Tukwila Inspector(s): Dusty Johnston Description /Location: In -slab wall footings Resteel Verified: Yes 5/18/2011 Dusty Johnston (Grade 60) Supplier: Mix Number: Slump Spec: Placement Data CalPortland (Glacier) 63126 5" W/C Ratio Spec: .44 Air Spec: N/A Total Yards: 20 Placed Via: Line Pump Consolidated: Yes Required Strength: 4000 psi at 28 days. Sampling and Testing Data ASTM C 172, C 31 Time Made Cast Samples: 1-4 8:30 am Design Cement (lbs/type): Fine Agg. (Ibs): Coarse Agg. (Ibs /size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): Water (lbs or gal): Admixtures (specify): Cubic Yards 10.00 Water Slump Added C 143 Client: Vulcan, Inc. Address: 505 5th Avenue S., Suite 900, Seattle Date: 5/18/2011 Mfg: Cascade Actual ❑ 470# Type: 1/11 1440# 1835# 3/4" Batch Weights /Cubic Yard 250# 25 oz. WRA Air % C 231 15 gal. 4 1/2" N/A Conc.Temp C 1064 67 °F Slag (lbs): 94# Ambient Temp 50 °F Truck Ticket No. No. 7670 399149 Weather: Fair Date Samples Picked Up: 5/19/2011 Specimen Number Test Date 1 5/25/11 Field Age Cure (Days) Slump Range: Air % Range: Initial Curing Method: ASTM C31, Exclude C31- 12.1.5 Initial Curing Temp: ASTM C31, Exclude C31- 10.1.2 Comments REINFORCING / PLACEMENT: Conforms COMPRESSIVE TEST RESULTS Size Area Weight Max Load (in.) (Sq.ln.) (Lbs.) (Lbs.) Does Not Conform ❑ Strength Fracture Type (psi) (other than cone) = Discarded Tested in general accordance to: Copies to: Client 5 Engineer Building Dept ❑ Owner 5 Contractor Batch Plant Architect ❑ Others 7 4 x 8 12.63 ASTMC39 ASTMC617 ❑ 8.78 57,070 4520 ASTMC 1231 Technical Responsibility: eff Ra . Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. ' Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 11 -0245 CONCRETE REPORT Report Number: RC129942 Permit Number: DI1 -068 Project: EMP Vault Address: 3314 S 116th Street, Tukwila Inspector(s): Dusty Johnston Description /Location: Leveling curb Resteel Verified: Yes 5/20/2011 Dusty Johnston (Grade 60) Placement Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength: CalPortland (Glacier) 63126 5" .44 N/A 3.5 Georgia Buggy Yes 4000 psi at 28 days. Sampling and Testing Data Time Cubic ASTM C 172, C 31 Made Yards Cast Samples: 1 -4 7:30 am Design Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): 3.50 Client: Vulcan, Inc. Address: 505 5th Avenue S., Suite 900, Seattle Date: 5/20/2011 Mfg: Cascade Actual ❑ 470# Type: I/1I 1440# 1835# 3/4" Batch Weights /Cubic Yard 250# 25 oz. WRA Water Slump Air % Added C 143 C 231 5 gal. 4" N/A Conc.Temp C 1064 63 °F Slag (lbs): 94# Ambient Temp 45 °F Truck Ticket No. No. 7649 400122 Weather: Sunny Date Samples Picked Up: Specimen Number Test Date Slump Range: Air % Range: 5/23/2011 Initial Curing Method: ASTM C31, Exclude C31- 12.1.5 Initial Curing Temp: ASTM C31, Exclude C31- 10.1.2 Comments Field Cure 1 5/27/11 .= Discarded Tested in general accordance to: Copies to: Client 22 Engineer ❑ Owner 15 Contractor Architect ❑ Others tn REINFORCING / PLACEMENT: Conforms Mi Does Not Conform ❑ COMPRESSIVE TEST RESULTS Age Size Area Weight Max Load (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) 7 4 x 8 12.63 8.86 58,210 Strength Fracture Type (psi) 4610 (other than cone) ASTMC39 ASTMC617 ❑ ASTMC1231 Building Dept Batch Plant Technical Responsibility: oject Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888- OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 09/06) Page 1 of 1 • • Rem STRUCTURAL CALCULATIONS Vulcan Apollo Warehouse EMP /SFM Temporary Vault Tukwila, Washington March 8, 2011 C REVIEWED FOR ODE COMPLIANCE t APPROVE MAY 05 2011 Ci1' °rukwil$ BUILDING DIVI,SI nN CORRECTION LTR# • k 1 w*w 0 (p e RECEIVED APR 21 2011 PERMITCENTER ■ MAGNUSSON KLEMENCIC ASSOCIATES 1301 Fifth Avenue, Suite 3200 Seattle, Washington 98101 -2699 T: 206 292 1200 F: 206 292 1201 • • • Vulcan Apollo Warehouse EMP /SFM Temporary Vault Building Permit Tukwila, WA Calculation Sheet Index Structural Basis of Design 1 Lateral Analysis &Design 100 Block Lintel Design 200 Gravity Beam Design 300 Typical Wall Footing Design 400 • MAGNUSSON g KLEMENCIC «<CC.A1ES PROJECT DESCRIPTION The Vulcan Apollo Warehouse EMP /SFM temporary vault is located in Tukwila, Washington on 3314 South 1 16th street. The one -story vault is enclosed within the larger warehouse and will contain approximately 4000 square feet of storage area. The primary use of the vault will be storage space. The structural systems for the various building components are summarized below: FOUNDATION The foundation consists of shallow spread footings. GRAVITY FRAMING The gravity framing consists of masonry perimeter walls supporting steel beams at approximately 9 foot spacing with up to 60 foot spans. The typical composite floor framing consists of 3-1/2 inches of normal- weight concrete over 3 -inch ribbed steel decking (6 -1/2 inches of total thickness). LATERAL FORCE- RESISTING SYSTEM Lateral forces will be resisted by special reinforced masonry shear walls around the perimeter of the vault. BUILDING CODES The project is designed in accordance with the following building and material codes: BUILDING CODE • International Building Code, 2009 Edition (IBC 2009) with reference to American Society of Civil Engineers, Minimum Design Loads for Buildings and Other Structures, 2005 Edition (ASCE 7 -05) MATERIAL CODES • Reinforced Concrete: American Concrete Institute, Building Code Requirements for Structural Concrete and Commentary, ACI 318 -08. • Structural Steel: American Institute of Steel Construction, Load and Resistance Factor Design Specification for Structural Steel Buildings, Third Edition, AISC 2003. • Masonry: American Concrete Institute, Building Code Requirements and Specifications for Masonry Structures, ACI 530 -08. Basis of Design Big Exciting Building, Seattle, Washington • MAGNUSSON p KLEMENCIC _ _ nccOCIATFS O LOADING CRITFRIA A summary of the project- specific loading criteria follows. This loading meets or exceeds the requirements of the IBC and incorporates loading requirements specific to this project. GRAVITY LOADING The following Toads are in addition to the self weight of the structure. The minimum loading requirements have been taken from Table 1607.1 of the IBC. Live Toads are reduced where permitted in accordance with Section 1607.9 of the IBC. Loads are given in pounds per square foot (psf). Use Table 1. Gravity Loads Live Loading Superimposed Dead Loading Vault Lid 25 psf 20 psf Basis of Design A 71 �•J'« S.l�. ..ti. 1.f .i.. %.:flt_d R. 1,.. r , 7� Slagagailat Big Exciting Building, Seattle, Washington • MAGNUSSON I KLEMENCIC HSSCC ALES SEISMIC DESIGN CRITERIA Seismic loads are in accordance with the IBC and ASCE 7 requirements. Table 5. Seismic Design Criteria Parameter Value Building Latitude 47.499 °N Building Longitude 122.2912 °W Occupancy Category II Importance Factor ( /eJ 1.0 Mapped Spectral Acceleration SS = 1.502; Si = 0.518 Site Class D Site Class Coefficients fo = 1.0; F,= 1.5 Spectral Response Coefficients Sps = 1.002; So, = 0.518 Seismic Design Category D Lateral System Special Reinforced Masonry Shear Walls Response Modification Coefficient (R) 5 Seismic Response Coefficient North- South: CS = 0.2004 East -West: CS = 0.2004 Design Base Shear North - South: V= 112 kips East -West: V= 112 kips Analysis Procedure Used Equivalent Lateral Force Procedure OCCUPANCY AND CONSTRUCTION TYPE The occupancy classification is storage. The construction type is Type 1A fire- resistive construction. Basis of Design £+�..4 u�`C � dSrr:ocs:.. "t.sf�. >. ,.."r•ir.�;g.�!S`:.t Big Exciting Building, Seattle, Washington • MATE .R I A L S The material properties used for the design include the following: Table 6. Structural Steel Properties Member Standard, Strength MAGNUSSON KLEMENCIC ASSOCIATES Wide Flange Shapes ASTM A992, Fy = 50 ksi ASTM A913, Fy = 50 ksi Angle and Channel Sections ASTM A36, Fy = 36 ksi Miscellaneous Plates and Connedion Material ASTM A572, FY = 50 ksi ASTM A588, FY = 50 ksi ASTM A441, FY = 50 ksi High- Strength Bolts 7/8" diameter and smaller ASTM A325 1" diameter and larger ASTM A490 Table 7. Concrete Properties Member Strength* Slab on Ground, Footings, Composite Floor Slabs `28 -day strength, unless noted otherwise. Table 8. Masonry Properties Member f'c = 4.0 ksi Strength* Masonry Shear Walls Standard f'm = 1.5 ksi Table 9. Reinforcement Properties Strength ASTM A615, Grade 60 fy =60 ksi Basis of Design Big Exciting Building, Seattle, Washington Design Sheet MAGNUSSON KLEMENCIC ASSOCIATES IN Structural + Civil Engineers PROJECT TVIt W WARE 4OUSG LOCATION CLIENT VULCAN DATE ZMI SHEET 1/ BY -D K LAT6rzAL A ALYSrS V = cs W SIDS S ps : 1.002 , Sol - o. 518 5 (srrcznt (mv wriu,s ) 1 • o (OccoPIiLkY CAT /L.) CS =- O. 2004 <--= 5wj2Ns (sip ) Ta= Cc a 75 TT. = ,oz (zz' ) 0.203 scL S(-gSMIC w ioirr CE= O.oz , x= 0.36 lit a2' Sp, _ T( rfrI) •To3(5) spill 0.58(6) Tz (g' s) (ta))'(s) = 0.51 x 5 x 3 %i cvuc_, ou 3" STL. ncac - 60,4 psf STL 66 -A 45 (w?yvcz 'ff') - aLf it TuTs4L. ( USE 30"` ?UUI$F BM SIMS P)_ S L - 20 p s� - 310° SF To T4 t IZIxF p (-A p - 39Oo sr (6G.tf 1751 t tops-4) = 34-41( &ALL SILF - sopsC (Z) (74(4 is" 5V t q6) = 224 $i" (Nu *nits Any' D R ¢.T rit 7e2 TOTAL W 558" 100 Design Sheet • PROJE(1 MAGNUSSON KLEMENCIC ._ ASSOCIATES • Structural + Civil Engineers SHEE1 2/ 1O(A110N CLIENT DATE BY = w - a ZUo4 (55e) = LIZ" F,= Fri - II Z M ?I) o -Z Sbs 1 WPx. 3EIw CAu7J1( VEr WA U- S 1 FFN655 - AssvriiNs R') FircR cl.0 Pitont, Cc.P%srrc.¢E -r►► ENE 5:.J6je 6 Sri = 15Oo Ps; P1 100 = 1350 (0; 2 -r la G� 3 S C -7M3s Mo061.- Fog WA 1. 1, ECi ZGL- TR`( '15 @ Lf8" Fog_ 10uc77G77uML (ve -- STEE1. & Inez Z . (I) 44 5 TO eAc1±I G MO Gcu... PRoP1pf 5 ® EW. uns z. 0.5(sy)d� oat 1/3 LCu-677/ GP-- ?we- vd w4GL 4ltTcH (-Yet s s te“' Um" — Ir75(M`") ?n Vk d„ S6E 614-6 L S pvLi o5U ,ET/ SP cownliv 'De,c76 ►it #47 mole° . 1 I=90 eine- 7 FGCLC_ES D's T22'1306 P V NG E r /1e,s ,-tooc sLc 7Gl4w / PER Sr .G77 JES- 77f #10 EL A- nsicikS0 + o -2s P1 101 ETABS MKA 6, P1 5P 5P G.7P1 ,G 7P2 2 ETABS v9.7.2 - File: 02 -01- 2011Tukwila Warehouse - February 23,2011 16:13 Plan View - STORY1 - Elevation 264 - Kip-in Units 101 ETABS MKA ETABS v9.7.2 - File: 02- 01- 2011Tukwila Warehouse - February 23,2011 16:13 3-D View - Kip -in Units X03 • • • Scecial CMU Shear Walls fm [psi] fy Iksi) Pier 5P1 5P2 6.5P1 DIAGP1 G.7P1 G.7P2 2'.4;>. • Drew Kirkpatrick: Inaease EQ forces by x1.5 per 1.17.3.2.6.1.2 of AO 530 ' HOrtiontal Ve Rips) 1.6'Ve [kips]. Vnmikipij As 6oiiiie.d. . Vns paOsj ., iiiiitysNAM7.00170 41 . 61.14 42,3I. ; #5. Er ' • 74 : • • 405 A 704 23 34305 48 7221 686 - #561.87, s -1 1'6!• .c....- -• 60 90.6 1049 #4.0.0" • .. -. iro ••,.911-4?- =. 45 67.77 811 45 ©4r.-.. 130 • . 7 10.77 76 #5©48 19 75 -:.. pin-pin In-Plane . Vertical. , Jalf.,lant; Out-of-Plane ggroriirt e Pier Me [klp-ft] MeNelw Pd [kips] Pd min Pd Max .m.piolifiled101111164pdgiARTOCIWM Me PdP-ftl ■irMn^IVPIEFT-Wa 5P1 205.48 0.51 42 38 59 #5@24 :,t: I WAN 927 28 - v 1r5 - _,-1-, 5P2 393.73 0.30 77 69 108 #5 ot . • . 2556 -. ,,v 6.5P1 651.35 0.27 120 108 168 it5 er .4444 .....- 80 DIAGP1 917.80 0.21 249 224 348 #5 24.: 17#3.1 - • 1. 117 G.7P1 505.98 0.20 205 185 287 #5 :424::: 9107 - ' • '' 99' G.7P2 55.85 0.97 29 26 41 #5@24 ...220. 025 ,n.7; 13 , I 0+ • — ' P (kip) ( Pmax) 1400- (Pmax) Y, x ,' i \ \ • / \ 8x212 in Code: ACI 318 -08 Units: English — Run axis: Biaxial Run option: Investigation •nderness: Not considered — Column type: Structural Bars: ASTM A615 -3 Date: 02/23/11 -150 250 Time: 15:56:59 (Pmin) (Pmin) M (90 °) (k -ft) -200 — spColumn v4.60. Licensed to: Magnusson Klemencic Associates. License ID: 56745 - 1021213 -4- 28196 -21272 File: C: \Documents and Settings \dak \Desktop \Tukwila EMP temp Vault \SPcolumn \5p1 @24.col Project: Tukwila Warehouse Column: 5P1 Engineer: DAK fc = 1.5 ksi fy = 60 ksi Ag = 1696 in ^2 9 #5 bars Ec = 1350 ksi Es = 29000 ksi As = 2.79 in ^2 rho = 0.16% fc = 1.275 ksi Xo = 0.00 in Ix = 6.35209e +006 in ^4 eu = 0.0025 in /in Yo = 0.00 in ly = 9045.33 in ^4 Beta1 = 0.8 Min clear spacing = 23.37 in Clear cover = 3.69 in Confinement: Other phi(a) = 0.6, phi(b) = 0.6, phi(c) = 0.6 105 • • . 8x212 — • . y -�--x in P (kip) (Pmax) _ _ 1400 , , _, ' (Pmax) - — Code: ACI 318 -08 Units: English Run axis: Biaxial n n option: Investigation nderness: Not considered Column type: Structural Bars: ASTM A615 Date: 02/23/11 Time: 15:57:15 I I I 1 I ! I -3500 (Pmin) -200 - I I 1 3500 (Pmin) M (0 °) (k -ft) spColumn v4.60. Licensed to: Magnusson Klemencic Associates. License ID: 56745 - 1021213 -4- 28196 -21272 File: C: \Documents and Settings \dak \Desktop \Tukwila EMP temp Vault \SPcolumn \5p1 @24.col Project: Tukwila Warehouse Column: 5P1 Engineer: DAK fc = 1.5 ksi fy = 60 ksi Ag = 1696 inA2 9 #5 bars Ec = 1350 ksi Es = 29000 ksi As = 2.79 inA2 rho = 0.16% fc = 1.275 ksi Xo = 0.00 in Ix = 6.35209e +006 inA4 tu = 0.0025 in /in Yo = 0.00 in ly = 9045.33 inA4 Beta1 = 0.8 Min clear spacing = 23.37 in Clear cover = 3.69 in Confinement: Other phi(a) = 0.6, phi(b) = 0.6, phi(c) = 0.6 (O6 Design Sheet MAGNUSSON KLEMENCIC ASSOCIATES ■ Structural + Civil Engineers PROJECT TUK Wi .A WAR.EEio1 S6 SHEET LOCATION CLIENT DATE Z/Z/I, BY 13LOc 1c L71•11-&- V e5r& J5 1 W U- AR SPUN - i2' -0 CSPANr,jv II To DEco-)_ FSEAAt4 DE P114 - j v� (t) S &or trr 36' 8 X BOW V- O FH - 550 SEL F WEi&N T A0016 - 80 psf x i_3`27 __ = o, 88K1 `DECK 60 psf x 5" tr;b = o, 3v ! 1f - z49 i s f x 5' ! a.1 Jiff f - 25 Ps{'x9r ir(b= D- 1Z5 ///f f. G6VE f i S 04= I.7'Z It if (Mk) = Wa, rtZ - 1.71L Kt{ . 3 K-ft S g CM (A) F 1001 -C± M(k _ 3Z 311-'f Vim Z. Zs A,, �M Vrs - /%Svr E fV U- DEP Ttf of TNE T 1 tit feeR f.NVA&ED '► � . CU,PL7u6 1501 Desl6N; LYNTEL 200 Ver 1.4 Ultimate Forces: Mu Vu Pu Geometry: Concrete: Steel: Length Width Height Fixity Type Member Type T -Beam Slab B,flange b,eff F'c PI Ec Fy Es Inter -Layer Clearance Bottom Cover Side Cover Consider p' As Location "Compression" REINF Extreme -most Layer 2nd Layer 3rd Layer 4th Layer Reinforced Concrete Beams (ACI 530 -2008) Beam ID: kip -ft Project: kips Date: kips Engineer : 0.800 psi 2208 ksi Count ksi ksi in in in Bar Number Depth to bar Reinforcement Summary 1 LAVER OF (2) #7 TENSION #3 STIRRUPS @ 8 in As / bar As / Laver d Diameter Horiz Clr Spacing Check (OK) • • f `�p� iv, 0.44 0.88 2.25 0.750 2.75 4 , 0.00 0.00 0.00 0.000 n/a E '" '5 c .L.7. E 7 0.00 0.00 0.00 0.000 n/a pn ° 'Q 11 41;-,1-v-'z05 0.00 0.00 0.00 0.000 n/a Spacing Check (OK) • • Tension REINF 4th Layer 3rd Layer 2nd Layer Extreme -most Layer Global: Internal Axial Forces: d As As min in or auto 33.69 in 1.20 in2 0.90 in2 s,max 10.24 in c Extreme Fiber Es Mn 4Mn Mu Transverse Shear REINF Fy Transverse Bar Mark Spacing,? # Legs,T AVT/layer 8.82 in 0.0085 0.90 Tension Controlled 181 kip -ft (OK) 163 kip -ft 32 kip -ft (OK) 0.11 in2 in2 N/A in d' As' p (rho) in 2.25 in 0.88 in2 0.45 % in (OK) Strain Compatibility - Axial Force Equilibrium - Moment Capacity Layer mart " stress (ksi) Area (in2) '" s x�1ti° 0.00 0.00 0.00 0 n/a 72 -72 , � M w � r . ,, 0.00 0.00 0.00 0 n/a 0.00 0.00 0.00 0 n/a 57 .�?• � ,. . K1,,,,���,. � �� .:. rz , ``� 0.60 1.20 33.69 0.875 2.50 d As As min in or auto 33.69 in 1.20 in2 0.90 in2 s,max 10.24 in c Extreme Fiber Es Mn 4Mn Mu Transverse Shear REINF Fy Transverse Bar Mark Spacing,? # Legs,T AVT/layer 8.82 in 0.0085 0.90 Tension Controlled 181 kip -ft (OK) 163 kip -ft 32 kip -ft (OK) 0.11 in2 in2 N/A in d' As' p (rho) in 2.25 in 0.88 in2 0.45 % in (OK) Strain Compatibility - Axial Force Equilibrium - Moment Capacity Layer depth (in) strain stress (ksi) Area (in2) Force (kips) Moment (k -in) Comp Web Comp Flange As' 1 As'2 As'3 As'4 As4 Asa As2 As l 3.53 33.69 0.00300 - 0.00845 1.28 -60.00 56.47 1.2 72 -72 - - - 2171 E 0.00 2171 Shear: Vn,max Vc Vs 104 kips 23 kips 14 kips = 10.00 *sgrt(fc) *bw *d = 2.25 *sgrt(fc)*bw *d = 1.33 *sgrt(fc) *bw *d 4Vn 30 kips Vu 27 kips (OK) • . • Gravity Beam Design, RAM SBeam v4.0 Page 2/2 Licensed to: RAM International 02/02/11 15:05:43 • , Post Comp load (in) at 28.50 ft = -0.930 L/D = 736 Net Total load (in) at 28.50 ft = -2.073 L/D = 330 • • 301 RAM SBeam v4.0 Licensed to: RAM International Gravity Beam Design 'P 13EA-M1bN 02/02/11 15:05:43 STEEL CODE: AISC360 -05 LRFD SPAN INFORMATION (ft): Beam Size (Optimum) Total Beam Length (ft) Distance to Adjacent Beam Distance to Adjacent Beam COMPOSITE PROPERTIES Concrete thickness (in) Unit weight concrete (pcf) fc (ksi) Decking Orientation Decking type beff (in) = Mnf (kip -ft) I -End (0.00,0.00) J -End (57.00,0.00) W24X62 = 57.00 on Left (ft) = 10.0 on Right (ft)= 10.0 (Not Shored): Left 3.50 150.00 4.00 perpendicular ASC 3W 120.00 Y bar(in) Mn (kip -ft) 241.22 PNA (in) Itr (in4) = 1306.97 C (kips) = Ieff (in4) = 3523.89 Stud length (in) = 5.00 Stud diam (in) Stud Capacity (kips) Qn = 17.2 Rg = 1.00 Rp = 0.60 # of studs: Max = 114 Partial = 29 Actual = 29 Number of Stud Rows = 1 Percent of Full Composite Action = 26.51 Top flange braced by decking. LINE LOADS (k/ft): Load Dist (ft) DL CDL LL CLL 1 0.000 0.062 0.062 0.000 0.000 57.000 0.062 0.062 0.000 0.000 2 0.000 0.804 0.604 0.200 0.200 57.000 0.804 0.604 0.200 0.200 Fy = 50.0 ksi Right 3.50 150.00 4.00 perpendicular ASC 3W = 24.35 = 943.73 = 17.46 = 5383.91 = 0.75 SHEAR (Ultimate): Max Vu (1.2DL +1.6LL) = 38.73 kips 1.00Vn = 305.73 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb kip -ft ft ft Center PreCmp+ 1.2DL +1.6LL 454.5 28.5 0.0 1.00 Init DL 1.4DL 378.6 28.5 Max + 1.2DL +1.6LL 552.0 28.5 Controlling 1.2DL +1.6LL 454.5 28.5 0.0 1.00 REACTIONS (kips): Initial reaction DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS: (Camber = 2 -3/8) Left 24.68 24.68 5.70 38.73 Right 24.68 24.68 5.70 38.73 Initial load (in) at 28.50 ft = -3.519 Live load (in) at 28.50 ft = -0.465 Phi Phi *Mn kip -ft 0.90 573.75 0.90 849.35 0.90 573.75 L/D = 194 L/D = 1472 300 •Spread Footing Design: Single Concentrically Loaded Rectangular Footing Project Name: o s Engineer:ti Footing Mark: pe, o- Date: • • clam = Min Size = Footing SW =1 Xftg = Vag -y i= Yeei = fc = Clear Cover = hesGmate Critical Section - Flexure shy¢ mVc = vu-x DCR = 4.8 k/ft -1.0 k/ft 1.6 k/ft 0.334 OK Bar Size = # Bars = fy= %ksi Ast_provd = 0.6 In z Ast min = 0.43 in` OK Bar Spacing = 12.0 in OK Bar Ld= 11.4 in mM„ = 11 k -ft Mu= 0 k -ft DCR = 0.000 OK Band of rebar required at column? Yes Center Band = #4 @ Outside Band = #4 @ 0.343 in2/ft 7.0 in o.c. 0.171 in2/ft 14.0 in o.c. d K )(col > 12 in MAGNUSSON KLEMENCIC ASSOCIATES Critical Section - Two-Way Shear d/2 Critical Section - >I One -Way Shear Xftg = 1 ft v .y v1.2 " N... S* .cal.. "^f1 ' Z 4", .s -°'r, i.rwM b;.,'4?F clsvc-gross DCR = 2.15 ksf 0.860 OK Aar :aft. bd = PVc = Vu = DCR = 57 in 46 k 3k 0.070 OK Bar Size =I 4 # Bars = fy = Ast_pmed = Ast min = Bar Spacing = Bar Ld = mM„ Mu = DCR = 60 ksi 0.4 in 2 0.17 in' OK 6.0 in OK 11.4 in 7 k -ft 1 k -ft 0.169 OK Band of rebar required at column? No Ltdo VIA EMAIL and U.S. MAIL Ms. Jamie Reavis, Planner Department of Community Development City of Tukwila 6200 Southcenter Blvd. #100 Tukwila, WA 98188 Re: 3314 South 116th Street Application No. D11 -068 Dear Ms. Reavis: MMP-745 I A �.. March 23, 2011 Direct Phone (206) 447 -4676 Direct Facsimile (206) 749 -1997 E -Mail PearR @foster.com Our client Apollo Holdings LLC and their prospective tenant Experience Music Project/Science Fiction Museum ( "EMP /SFM ") has asked us to write you about the proposed use of Apollo's property at 3314 South 116th Street in the City of Tukwila. The property is located in the City's MIC/L zoning district. As discussed in detail below, the proposed use of the Apollo property by EMP /SFM is a "warehouse" use that is not prohibited by the moratorium on "certain non- manufacturing uses" that is currently in place. Legal Background. As your March 18 memo correctly points out, the MIC /L and MIC/H zoning districts are subject to a moratorium on permitting for certain non - manufacturing uses. The moratorium was originally adopted by Ordinance 2277 (February 16, 2010), which was titled an ordinance "relating to the reservation of industrial land in the City's Manufacturing Industrial Centers." In the findings supporting the moratorium, the Council clarified that it was concerned about non- industrial uses such as retail, office and recreation uses crowding out the City's industrial land base. The moratorium was extended by Ordinance 2300 (August 2, 2010) and extended again by Ordinance 2321 (January 3, 2011). The enacting ordinances only prohibit permits and approvals "for certain non - manufacturing uses" in the MIC (underlining added). The ordinances go on to provide a non - exclusive list of the uses prohibited. The prohibited list includes most of the permitted and conditionally permitted uses for MIC /L zones as shown in the Tukwila Zoning Code. TMC 18.36.020 and 18/36.040. The list of prohibited uses does not include the "Warehouse storage" use. That use is permitted outright in the MIC/L zone. TMC 18.36.020(41). We do not think the moratorium ordinances are ambiguous, because the only limit "certain non- all non - manufacturing uses" and then list those uses that are limited. To the extent that list is non - exclusive, we believe the Council intended only to further limit uses similar to those on the TEL: 206.447.4400 FAX: 206.447.9700 1111 THIRD AVENUE, SUITE 3400 SEATTLE, WASHINGTON 981o1.3299 www.FOSTER.comt 51134277.2 SEATTLE WASHINGTON SPOKANE WASHINGTON Ms. Jamie Reavis March 23, 2011 Page 2 prohibited list, and not limit traditionally industrial uses such as "warehouse" uses." If the moratorium ordinances were considered ambiguous on that question, however, then the City should construe those ordinances in favor of the land owner, because "land -use ordinances must be strictly construed in favor of the landowner." Sleasman v. Lacey, 159 Wn.2d 639, 643 n. 4, 151 P.3d 990 (2007); Mall Inc. v. Seattle, 108 Wn.2d 369, 385, 739 P.2d 668 (1987) ( "zoning ordinances are to be construed in favor of property owners "); Morin v. Johnson, 49 Wn.2d 275, 279, 300 P2d 569 (1956) (same). The EMP /SFM Use. The current use of the space at 3314 South 116' Street is warehousing with associated office use. That use would be replaced by the EMP /SFM use, which would provide much higher tech storage for museum artifacts and would eliminate the office use. The EMP /SFM use should be allowed by the City because it is a warehouse use that is allowed outright by the City Zoning Code, is a core industrial uses, and is not subject to the City's moratorium. The EMP /SFM use would store artifacts from the EMP /SFM museum, which is located at the Seattle Center in Seattle, Washington. Proper storage of the museum's artifacts are critical to the museum's collection because, like most museums, only a small percentage of the museum's collection is on exhibit at any one time, and climate - controlled storage is critical to protecting and preserving the collection. The artifacts will be acclimated prior to placement in the long -term storage portion of the facility; and that sequence would be reversed when artifacts are removed for study, for exhibition at the museum, or for loan to other museums throughout the country. This use would meet the definition of "warehouse" use in the City's Zoning Code, which is a building "primarily for the storage of goods." TMC 18.06.918. The term good is not defined in the Code, but the common definition is "tangible personal property having intrinsic value." Webster's Third New International Dictionary at 978. The museum artifacts that will be stored at the site certainly have intrinsic value. If you have any questions or concerns about the application of the moratorium language to the EMP /SFM, we would appreciate the opportunity to meet with you and more fully explain the process of storage at the proposed EMP /SFM facility. We believe the proposed use is a traditional industrial type of use which is commonly allowed in industrial zones — unlike the retail, office or recreation uses about which the City Council was concerned when it enacted the moratorium — and will provide both construction tax revenue and good quality jobs for the City. 51134277.2 Ms. Jamie Reavis March 23, 2011 Page 3 Thank you for your consideration of this letter. Very truly yours, FOSTER PEPPER PLLC Roger A. Pearce cc: Ms. Maria Mackey Gunn Mr. Larry E. Allen Mr. Kyle Weeks 51134277.2 April 15, 2011 • • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Larry Allen 2715 67 Ct SE Auburn, WA 98092 RE: Correction Letter #1 Development Permit Application Number D11 -068 Vukcan EMP — 3314 S 116 St Dear Mr. Allen, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. DI1 -068 W:\Permit Center \Correction Letters \2011\D11-068 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: April 14, 2011 Project Name: Vulcan EMP Permit #: D11 -068 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide the missing structural sheet S302. 2. Provide the structural calculations for this project. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • City of Tukwila Jim Haggerton, Mayor March 18, 2011 Department of Community Development Jack Pace, Director Larry Allen 2715 67 Ct SE Auburn, WA 98092 RE: Incomplete Letter #1 Development Permit Application D11 -068 Vulcan EMP — 3314 S 116 St Dear Mr. Allen, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 15, 2011 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Planning Department: Jaimie Reavis at 206 431 -3659 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician Enclosures File: D11 -068 W:\Permit Center \Incomplete Letters\2011\D11 -068 Incomplete Ltr #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • PLANNING DIVISION COMMENTS DATE: March 18, 2011 APPLICANT: Larry E. Allen RE: D11-068 ADDRESS: 3314 S 116th Street Please review the following comments listed below and submit your revisions accordingly. 1) This property is zoned MIC /L. The City of Tukwila currently has in effect a moratorium on the acceptance of applications for and issuance of land use, building and development permits, business licenses and /or approvals for certain non - manufacturing uses within both the MIC/H and MIC /L zoning districts (see attached copies of City of Tukwila ordinance numbers 2277 and 2321). The City's definition of manufacturing, from Tukwila Municipal Code 18.06.567, is below: "Manufacturing" is a building or group of buildings which specializes in the manufacturing of products or in the research and testing of products. Examples include factories, testing laboratories, creameries, bottling establishments, bakeries, canneries, printing and engraving shops. It is not clear whether the moratorium applies to the use of the building proposed under this permit. Please submit a detailed description of the activities proposed at 3314 S 116th Street, including the "processing" included in the scope of work description on your building permit application. If you have any questions related to the comments above, Jaimie Reavis is the planner assigned to the file and can be reached at 206 - 431 -3659. • PE RM VI AMCOR • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -068 DATE: 04 -21 -11 PROJECT NAME: VULCAN EMP SITE ADDRESS: 3314 S 116 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Bui rng uivision °3fl Public Works n Fire Prevention Structural n Planning Division ❑ Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 04 -26 -11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route )X Structural Review Required REVIEWER'S INITIALS: nNo further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-24-11 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 • • PERMRHI PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -068 DATE: 03 -29 -11 PROJECT NAME: VULCAN EMP SITE ADDRESS: 3314 S 116 ST Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DE��PARTMEN S: u'lding visi on U 14140 CI" Fire Prevention Structural n ,9.,,C-, Planning Division II Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 03-31 -11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 04-28-11 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: -1S-t Departments issued corrections: Bldg 14 Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • PENH PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -068 PROJECT NAME: VULCAN EMP SITE ADDRESS: 3314 S 116 ST X Original Plan Submittal Response to Correction Letter # DATE: 03 -15 -11 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works fit ire Prevention Structural to Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 03 -17 -11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 3 ��— t t LETTER OF COMPLETENESS MAILE,p: Departments determined incomplete: Bldg ❑ Fire El Ping PW ❑ Staff Initials: �/l TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: n DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04-14 -11 Approved Approved with Conditions n 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 • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ❑ Response to Incomplete Letter # 18 Response to Correction Letter # l ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: V // – b r Project Name: +/ �v._ 4 f l wit Project Address: '3 Contact Person: (rt i4 1/4 ,C/ Summary of Revision: / 041-/VL2.6�t Phone Number: a _ % /J - ,5 - - 0 -;* :.,3 amar a y cif' i, P•'.tY•a� APR 212011 PERMIT CENTER Sheet Number(s): > 9/ — j 2/ "Cloud" or highlight all areas of revision including dat revisio l Received at the City of Tukwila Permit Center by: Entered in Permits Plus on H:Wpplications \Forms - Applications On Line \2010 Applications \7 -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: 3 / 2 1 ) I Plan Check/Permit Number: I 1 - 0(0 Ej Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Vu ((J4& E P Project Address: 33 4 4 5 I (0111 Contact Person: Arr., 11.1,4/1- Phone Number: Zd(o () �"- 582-- O Summary of Revision: /V7) i ) C 11r/ (its !lam �'i�1�bSP�' W(t HA '�t! S j�P.r't�nrt ° j'YjliYCcTTa' /U!?/j does ho� 7y I l I RECEIVED CITY OF TW(WH A MAR 2 9 2.0114 PQRMR CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date o revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on H:Wpplications \Farms - Applications On Line\2010 Applications \7 -2010 - Revision Subminal.doc Created: 8-13 -2004 Revised: 7 -2010 Contractors or Tradespeople Peter Friendly Page • 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 WILCOX CONSTRUCTION INC UBI No. 319007592 Phone 4257744185 Status Active Address 234 5Th Ave South License No. WILCOC'194Q0 Suite /Apt. License Type Construction Contractor City Edmonds Effective Date 11/20/1981 State WA Expiration Date 12/10/2011 Zip 98020 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status WILCOAE376NO WILCOX, Al ELSWORTH DBA Construction Contractor General Unused 8/20/1963 12/1/1981 Archived Business Owner Information Name Role Effective Date Expiration Date LESSARD, MATTHEW J President 11/15/2010 Bond Amount HOLOBAUGH, TRENT L Secretary 11/15/2010 SV4713 CARTER, PAUL F Vice President 11/15/2010 WILCOX, ROBERT EUGENE President 11/20/1981 11/15/2010 LESSARD, MATTHEW J Secretary 11/21/2005 11/15/2010 LESSARD, JAMES MICHAEL Vice President 11/20/1981 11/21/2005 WILCOX, A E KC08400083 01/01/1980 01/01/1980 WILCOX, LAURA 01/01/1980 01/01/1980 OLDS, HOWARD A Secretary 01/01/1980 01/01/1980 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 7 TRAVELERS CAS & STY CO OF AMER SV4713 12/01/2005 Until Cancelled $12,000.00 09/26 /2005 6 ST PAUL FIRE & MARINE INS CO SV4713 12/01/2002 12/01/2005 $12,000.0010/31 /2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 18 THE PHOENIX INS CO DTC0526D7304PHX10 06/01/2010 06/01/2011 $1,000,000.00 06/01/2010 17 TRAVELERS PROPERTY CAS INS CO DTC0526D73041ND07 06/01/2005 06/01/2010 $1,000,000.0005 /22/2009 16 ST PAUL FIRE & MARINE INS CO KC08400083 06/01/2004 06/01/2005 $1,000,000.00 06/01/2004 15 ST PAUL FIRE & MARINE INS CO KC08400039 06/01/2004 06/01/2005 $1,000,000.00 05/18/2004 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 05/09/2011 SCOPE OF WORK CODE INFORMATION ABBREVIATIONS PROJECT DIRECTORY THE WORK WILL TAKE PLACE IN THE CENTER PORTION OF AN EXISTING WAREHOUSE FACILITY. THE ENTIRE STRUCTURE IS A ONE STORY TILT -UP CONCRETE STORAGE BUILDING WITH A TWO STORY OFFICE AREA IN THE WESTERN PORTION. THE TENANT IMPROVEMENTS WILL INCLUDE THE ADDITION OF SEVERAL ROOMS WITHIN THE CENTRAL PORTION OF THE EXISTING WAREHOUSE SPACE, AND MODIFICATIONS TO THE MECHANICAL AND FIRE PROTECTION SYSTEMS. THE EXISTING WESTERN AND EASTERN PORTIONS OF THE BUILDING WILL NOT BE MODIFIED UNDER THIS SCOPE OF WORK. GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS 2. VERIFY FIELD CONDITIONS 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 BUILDING GRID LINES OR THE FINISH SURFACES UNLESS OTHERWISE NOTED. 5. DOORS AND CASED OPENINGS INDICATED ADJACENT TO WALL INTERSECTIONS SHALL BE LOCATED WITH THEE EDGE OF FINISH OPENING FOUR INCHES FROM THE ADJACENT WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN NEAREST ADJACENT WALL INTERSECTIONS, UNLESS OTHERWISE DIMENSIONED. EXISTING 41,267 SF WAREHOUSE CONSTRUCTED UNDER THE UBC 1991, AREA OF TENANT IMPROVEMENTS IS 6,400 SF (CENTRAL PORTION OF BUILDING), NO CHANGE OF USE. CURRENT CODE: 2009 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMMENDMENTS OCCUPANCY CLASSIFICATION: GROUP S -1 STORAGE. CONSTRUCTION: TYPE III B. UNLIMITED BUILDING AREA: FOR TWO STORY BUILDING, GROUP S OCCUPANCY. BUILDING ELEMENTS: 0-HOUR RATING FOR ALL, W/EXCEPTION OF 2 HR EXTERIOR BEARING WALLS WHICH ARE CONCRETE TILT -UP .PANELS. OCCUPANCY LOAD: COMPUTED OCCUPANCY 500 SF/PERSON = 13 PEOPLE DESIGN OCCUPANCY = 4 PEOPLE. PLUMBING REQUIREMENTS: EXISTING RESTROOM IN ADJACENT CONNECTED SPACE PARKING: 61 STALLS EXISTING ON SITE. [51 STALLS WERE REQUIRED AT TIME OF CONSTRUCTION, USE AND OCCUPANCY HAS NQT CHANGED.] LEGAL DESCRIPTION 102304 11 LOT 1 TGW PORTION OF LOT 2 OF CITY OF TUKWILA SHORT PLAT NO 90 -1 -SS RECORDING NO 9003121481 BEGIN SW CORNER OF SAID LOT 2 TH S 81 -20-44 E 74.95 FT TO POB TH N 08 -27 -39 E 326.50 FT TO N LINE OF LOT 2 & TERM OS SAID LINE — SAID SHORT PLAT BEING A PORTION OF GOV LOT 3 & OF SE 1/4 OF NE 1/4 OF SECTION 09 -23-04 TGW PORTION OF GOV LOT 6 & OF SW 1/4 OF NE V4, OF SECTION 10 -23 -04 — AKA LOT 1 OF CITY OF TUKWILA BOUNDARY LINE ADJ NO L93 -0053 RECORDING NO 930922084814 OF NE 1/4 OF SECTION 09-23-04 TGW PORTION OF GOV LOT 6 & OF SW 1/4 OF NE 1/4 OF SECTION 10 -23 -04 — AKA LOT 1 OF CITY OF TUKWILA BOUNDARY LINE ADJ NO L93 -0053 RECORDING NO 930922084814 OF SECTION 09 -23-04 TGW PORTION OF GOV LOT 6 & OF SW 1/4 OF NE 1/4 OF SECTION 10 -23 -04 — AKA LOT 1 OF CITY OF TUKWILA BOUNDARY LINE ADJ NO L93 -0053 RECORDING NO 930922084814 OF NE 1/4 OF SECTION 10 -23 -04 — AKA LOT 1 OF CITY OF TUKWILA .BOUNDARY LINE ADJ NO L93 -0053 RECORDING NO 930922084814 OF SECTION 10 -23-04 — AKA LOT 1 OF CITY OF TUKWILA BOUNDARY LINE ADJ NO L93 -0053 RECORDING NO 9309220848 REFERENCE SYMBOLS CPT-01 12' -0" A.F.F. ROOM NAME 101 QA206 DIMENSIONS LEADER / ARRQW WINDOW TYPE LOUVER TYPE -+ - -- I NEW 'GRID INDICATORS EXISTING GRID INDICATORS BUILDING SECTION INDICATOR Alb EL:320.00' VERTICAL ELEVATION F.F. MARK INDICATOR VCT CPT FLOOR MATERIAL TRANSITION INDICATOR EQUIPMENT NUMBER 345.62' INDICATOR 1/T.O.C. PARTITION TYPE �` INDICATOR DOOR AND /OR ALIGN RELITE NUMBER FLOOR FINISH TYPE \� INDICATOR WALL FINISH TYPE INDICATOR CEILING HEIGHT INDICATOR ROOM NAME & NUMBER INDICATOR FLOOR HEIGHT TRANSITION INDICATOR MATCH LINE INDICATOR v NORTH ARROW SYMBOL SPOT ELEVATION INDICATOR REVISION NUMBER CLOUD & INDICATOR 4, ALIGNMENT SYMBOL BREAK LINE SYMBOL PROPERTY LINE SYMBOL L ANGLE SYMBOL CENTER LINE SYMBOL 0 DIAMETER SYMBOL 1 DIMENSION POINT SYMBOL PERPENDUCILAR SYMBOL WALL SECTION INDICATOR PLANNING APPROVED • No changes can be made. to these plans without approval from the Planning Division LA DCD AB Anchor Bolt, Air Barrier ABV Above AC Air Conditioning ACOUS Acoustical ACP Asphaltic Concrete Paving ACT Acoustic Ceiling Tile AD Area Drain Access Door ADJ Adjustable ADJC Adjacent AFF Above Finish Floor AGGR Aggregate ALT Alternate AL Aluminum AP Access Panel APPROX Approximate ARCH Architectural (tect) ASPH Asphalt AV Audio Visual AVG Average AWP Acoustical Wall Panel B BC BD BETW BITUM BLDG BLK BLW BM BO BOT BR BRG BSMT BUR Bathroom Bollard Bottom of Curb Board Between Bituminous Building Block (ing) Below Beam Bottom of Bottom Bedroom Bearing Basement Built -up Roofing C Channel Steel Member C &G Curb and Gutter CAB Cabinet CPT Carpet CB Catch Basin Comer Bead CBB Cement Backer Board CC Center to Center CEM Cement CER Ceramic CG Corner Guard CHBD Chalk Board CFLG Counter Flashing CHFR Chamfer CI Cast Iron CIP Cast -in -Place CJ Construction Joint CL Centerline CLG Ceiling CW Control Joint CLKG Caulking CLO Closet CLOS Closure CLR Clear CMP Corrugated Metal Pipe CMU Concrete Masonry Unit CNTR Counter CO Cased Opening Clean Out Concrete Opening COL Column CONC Concrete CONF Conference CONN Connect (ion) CONSTR Construction CONT Continuous CONTR Contract(or) CORR Corridor Corrugated COORD Coordinate CPRS Compresible CRS Cold Rolled Steel Course CSK Countersunk (sink) CT Ceramic Tile CTB Ceramic Tile Base CTR Center CW Cold Water Clockwise Curtainwall D d DBL DEG DEMO DEPT DET DF DIA DIAG DIFF DIM DISP DN DO DMPF DR DS DSP DWG DWR E EA EB EF EJ EJC EL ELEC ELEV EMER ENAM ENCL ENGR ENTR EP EQ EQUIP ESCAL EW EWC EXH EXST EXP EXPO EXT EXTR FA FAB FACP FAPB FB FD FDC FDN FE FEC FF FHC FHMS FHWS FIN FL FLR FLUOR FM FND FOC FOF FOIC FOM FOS FPRF FR FRP FRT FS FT FTG FURN FURR FUT FWC FXTR Depth Penny Double Degree(s) Demolition Department Detail Drinking Fountain Diameter Diagonal Diffuser Dimension Dispenser Down Ditto Dampproofing Door Downspout Double Strength Dry Standpipe Drawing Drawer East Existing Each Expansion Bolt Each Face Expansion Joint Earthquake Joint Cover Elevation Electric (al) Elevator Emergency Enamel Enclosure Engineer Entrance Electrical Panel Equal Equipment Escalator Each Way Electric Water Cooler Exhaust Existing Expansion Exposed Exterior Extruded(sion) Fire Alarm Fabricate Fire Alarm Control Panel Fire Alarm Pull Box Fiat Bar Floor Drain Fire Damper Fire Department Connection Foundation Fire Extinguisher Fire Extinguisher Cabinet Finished Floor Fire Hose Cabinet Flat Head Machine Screw Flat Head Wood Screw Finish Flashing Floor Fluorescent Factory Mutual Foundation Face of Concrete Face of Finish Furnished by Owner, Installed by Contractor Face of Masonry Face of Studs Fireproof(ing) Frame(ing) Fiber Reinforced Plastic Fire Retardant Fire Sprinkler Foot or Feet Footing Furniture(shings); Furnish Furring Future Fabric Wallcovering Fbdure GA GAL GALV GB GC GCMU GEN GFRC GL GLB GLZ GND GR GWB GYP H HB HC HD HDBD HDO HDR HDWD HDW HEX HGT HM HORIZ HPT HR HTG HTR HVAC HW HWY HYD HYDR D N NCL NSUL NTM NT NV JAN JC JT K KB KD KIT KO KPL KSI KW L LAB LAM LAV LB LBL LF LG LH LIN LKR LL LLH LLV LVR LPT LR LT LTG LWC Gauge Gallon Galvanized Grab Bar General Contractor Glazed Contrete Masonry Unit Generator General Glass Fiber Reinforced Concrete Glass Glue Laminated Beam Glazing (ed) Ground Grade(ing) Ground Gypsum Wall Board Gypsum High Hose Bib Disabled Hollow Core Head Heavy Duty Hardboard High Density Overlay Header Hardwood Hardware Hexagonal Height Hollow Metal Horizontal High Point Hour Heating Heater HeatingNentilating /Air Hot Water Highway Hydrant Hydraulic Inside Diameter Inch(es) Include(d) (ing) (sive) Insulation Intermediate Interior Invert Janitor Janitor's Closet Joint 1000 Pounds (KIP) Key Box Knock Down Kitchen Knock Out Kickplate KIP's per Square Inch Kilowats Angle Steel Member Laboratory Laminate(tion) Lavatory Pound(s) Label Linear Feet Long/Length Left Hand Lineal Linoleum Locker Live Load Long Leg Horizontal Long Leg Vertical Louver Low Point Living Room Light Lighting Lightweight Concrete M MAINT MAS MATL MAX MB MBR MC MDF MDO MECH MED MEMB MET MP MEZZ MFR MGR MH MIN MIR MISC MK MKR MO MTD MULL N NIC NOor# NOM NS NTS 0/ OA OC OD OFF OH OPNG OPP ORD OVHD OZ PA PB PBD PC PCF PE PERF PGBD PIV PL PLAM PLAS PLYWD PNL PNT POL PR PRCST PREFAB PREFIN PRESS PRKG PROP PRV PSF PSI PT PTD PTD /R PTN PTR PVC PVMT QT QTR QTY Men's Restroom Maintenance Masonry Material Maximum Machine Bolt Master Bedroom Misc. Channel Steel Member Medium Density Fiberboard Medium Density Overlay Mechanical Medium Medicine(cal) Membrane Metal Metal Panel Mezzanine Manufacturer Manager Manhole Minimum Minute (s) Mirror Miscellaneous Master Keyed Mark Marker Masonry Opening Mounted Mullion North Not In Contract Number Nominal Nonslip Not To Scale Over Overall On Center Outside Diameter Outside Dimension Office Opposite Hand Opening Opposite Overflow Roof Drain Overhead Ounce Planted Area Push Button Particle Board Precast Concrete Pounds per Cubic Foot Porcelain Enamel Perforate(d) Pegboard Post Indicator Valve Plate Plastic Laminate Plaster Plywood Panel Paint Polished Pair Precast Prefabricated Prefinished Pressure Parking Property Pressure Reducing Valve Pounds per Square Foot Pounds per Square Inch Point Post Tensioned Pressure Treated Paper Towel Dispenser Paper Towel Dispenser & Receptacle Partition Paper Towel Receptacle Polyvinyl Chloride Pavement Quarry Tile Quarter Quantity R RA RAD RB RBR RD RE REBAR REC. REF REFR Riser Return Air Radius Resilient Base Rubber Roof Drain Road. Refer To Reinforcing Bar Recessed Reference Refrigerator REG Regulate(tion) Register REINF Reinforce(d) (ing) (ment) REQD Required RESIL Resilient RET Retaining REV Reverse, Revised, Revision RFG Roofing RH • Right Hand RM Room RO Rough Opening ROW Right -of -Way RWD Redwood RWL . Rain Water Leader S South SA . Supply Air SB Splash Block SBR Sealant and Backer Rod SC Solid Core SCD Seat Cover Dispenser SCHED Schedule SCRN Screen SD Soap Dispenser SDC Synthetic Deck Coating SECT Section SH Shelf SHR Shower SHT Sheet SHTHG Sheathing SHV Shelves(ing) SIM Similar SK Sink SLNT Sealant SM Sheet Metal SND Sanitary Napkin Dispenser SNR Sanitary Napkin Receptacle SOG Slab -on -Grade SP Soundproof Space(d) (ing) (s) SPEC Specification SQ Square SQ FT Square Feet SS Sanitary Sewer SSK Service Sink SST Stainless Steel ST Street STA Station STAG Staggered STC Sound Transmission Class STD Standard STG Seating STL Steel STOR Storage STRUCT Structure (al) SUSP Suspended SV Sheet Vinyl SW Sidewalk SYM Symmetrical SYNTH Synthetic. SYS System T T &B T &G TB TC TD TE TEL TEMP TER TF TGL THK THRES TJ TK BD TMPD TNL TO TOC TOP TOPO TOS TP TPH TPTN TR TRTD TS TSL TSTAT TN TW TYP UBC UGND UH UL UON UNEX UNFIN UR UTIL UV V VB VCT VENT VERT VEST VG VIN VNR VOL VP VTR VWC W WI WC WCO WD WFS WDP WDW WGL WH WHTR WK W/0 WOM WP WR WSCT WSP WT WWF YD Tread Toilet Top and Bottom Tongue and Groove Top of Beam Top of Curb Trench Drain Top Elevation Telephone Temporary Temperature Terrazzo Top of Footing Tempered Glass Thick(ness) Threshold Top of Joist Tool Joint Tack Board Tempered Tunnel Top of Top of Concrete Top of Parapet Topographic. Map Top of Steel Top of Pavement Toilet Paper Holder Toilet Partition Top of Rim Treated Tubular Steel Member Top of Slab Thermostat Television Top of Wall Typical Uniform Building Code Underground Unit Heater Underwriters' Laboratory Unless otherwise Noted Unexcavated Unfinished Urinal Utility Ultraviolet Volt Vinyl Base, Vapor Barrier Vinyl Composition Tile Ventilation Vertical Vestibule Vertical Grain Vinyl Veneer Volume Veneer Plaster Vent Through Roof Vinyl Wall Covering West Wide Wide Flange Steel Member Women's Restroom With Water Closet Window Covering Wall Covering Wall Cleanout Wood Wood Flooring System Wood Panel Window Wire Glass Wall Hung/ Wall Hydrant Water Heater Work Without Walk -off Mat Working Point Waterproof(ing) Water Resistant Wainscot Wet Standpipe Weight Welded Wire Fabric Yard Drain SITE ADDRESS: Tukwila Warehouse 3314 South 116th Street Tukwila, WA 98168 -1986 OWNER: Apollo Holdings 505 Fifth Avenue South Suite 900 Seattle, WA 98104 -3891 206.342.2000 ph Contact: Kyle Weeks ARCHITECT: LMN Architects 801 Second Avenue, Suite 501 Seattle, WA 98104 206.682.3460 ph 206. 343.9388 fax Contact: Eric Nothdurft STRUCTURAL ENGINEER: Magnusson Klemencic Associates 1301 Fifth Avenue, Suite 3200 Seattle, WA 98101 -2699 206.292.1200 ph 206 292.1201 fax Contact: Peter Somers GENERAL CONTRACTOR: MECHANICAL/PLUMBING DESIGN BUILD: ELECTRICAL DESIGN BUILD: FIRE PROTECTION: Convergint Technologies 450 Shattuck Avenue South Renton, WA 98057 425- 272 -2250 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2011 X121 C�tyof `t BUILDING ila RION 4 A304 EXTERIOR ELEVATION INDICATOR A Approved By: Date: INDEX OF DRAWINGS C INTERIOR ELEVATION INDICATOR DETAIL INDICATOR '` ENLARGED DETAIL INDICATOR 165,1991 15 1 11,007 FILE COPY Permit No. 12(FD'J2? Plan review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By► .114 .c_ OCCUPANT LOAD INDICATOR 720 650 EXIT CAPACITY INDICATOR REVISIONS No changes shalt be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. City Of 1ifkwlla BUILDING DIVISION L,m nArchitecture Urban Design Interiors 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.Imnarchitects.com SEPARATE PEI —WIT REQUIRED FOR: Mechanical tik Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION] REGISTERED ARC TECT Vulcan Apollo Warehouse EMP /SFM Temporary Vault 3314 South 116th Street Tukwila, Washington Submittal Construction Documents Revisions No. Date By Description Drawn Checked LMN Proj No Date EN TB 10120 03.08.11 Sheet Title Drawing Index, General Notes, and Symbols Sheet Number ►F1ECEIVED MAR 152011 PERMIT CENTER x001 r• ONO • OWN. • NOS 'r • _. WOO . NOM , MOOS •r. NOM •r'MOM ••...r. MOO • 1•... r•r..••. r. IMO • NOM • • r . r • r •-,.•r • r • r • • r • r•MOO .._.r. • ONO ._.• r• r.r.r.r.r._•r._.•••••r• NE= •Ian • TOP OF BANK • • —.-. •..� • — • - • — • r. ••••„ -. —•— CITY OF TUKWILA ACCESS ROAD • —•— • — • ••►• • • DUWAMISH RIVER • • • • — • • — • _ . - —. -,— 4—•— —•— ..,- *k. EXISTING FIRE HYDRANT EXISTING OFFICE AND WAREHOUSE REVIEWED FOR CODE COMPLIANCE t APPROVED MAY 052011 EXISTING DUMPSTER ENCLOSURE EXISTING FIRE HYDRANT ♦, EXISTING OFFICE AND WAREHOUSE EXISTING LOADING BAYS EXISTING RAMP . ■• ♦ ■. '� •♦ . ��a u�-fl trr� D� ?� w - 6-0 site sVt�l( ciro,�ceiv�c -ed � Y-e, (�� to jib V?A tc Pe-Pang-wit Trim- to einG- I air-ove3 oi vutik' s roi-1 0,1 ., I'-- S j,1 � EXISTING LOADING BAYS EXISTING FIRE HYDRANT PROPERTY LINE EXISTING TREES TO BE REMOVED FOR INSTALLATION OF NEW EGRESS DOOR EXISTING GENERATOR min 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.lmnarchitects.com Architecture Urban Design Interiors EXISTING SITE PLAN • , • '44 _,`.• • EXISTING FIRE HYDRANT Vulcan Apollo Warehouse EMP /SFM Temporary Vault 3314 South 116th Street Tukwila, Washington Submittal Construction Documents _ .�•` SO yr •,. • • Revisions No. Date By Description •�. *at.. _ , _ •�. Drawn Checked LMN Proj No Date EN TB 10120 03.08.11 •, _ Sheet Title Existing Site Plan Sheet Number RECEIVED. MAR 152011 PERMIT CENTER x100 10:52:08 AM c a) m a O u_ 0 0 RELOCATED AUTOMOBILES STAGING VESTIBULE CRATE STORAGE rri i ._ ,1 u AUDIBLE HUMIDITY ALARM INTAKE DJ_ Cimo Architecture L 111 In Urban Design Interiors 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.Imnarchitects.com i 41:'21 OVERALL BUILDING PLAN 1 I y1611 = 110.1 FileName.dgn REGISTERED AFPITECT LLIAIVI WI STATE OF WASHI 24' TRUCK _._..- _....._._.._.._.._ APPROACH Vulcan Apollo Warehouse EMP /SFM Temporary Vault 3314 South 116th Street Tukwila, Washington Submittal Construction Documents Revisions No. Date By Description _--- - - - - -- REVIEWED FOR CODE COMPLIANCE . APPROVED MAY 052011 City of Tukwila BUILDING DIVISION Drawn Checked LMN Proj No Date. EN TB 10120 03.08.11 - • Sheet Title Sheet Number RECEIVED MAR 15 2011 PERMIT CENTER Overall Building Plan pi 0 IIIIIIIIIMIIIIIIIMIIIIIIDMIIIIIUIIII STAGING VESTIBULE CRATE STORAGE rri i ._ ,1 u AUDIBLE HUMIDITY ALARM INTAKE DJ_ Cimo Architecture L 111 In Urban Design Interiors 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.Imnarchitects.com i 41:'21 OVERALL BUILDING PLAN 1 I y1611 = 110.1 FileName.dgn REGISTERED AFPITECT LLIAIVI WI STATE OF WASHI 24' TRUCK _._..- _....._._.._.._.._ APPROACH Vulcan Apollo Warehouse EMP /SFM Temporary Vault 3314 South 116th Street Tukwila, Washington Submittal Construction Documents Revisions No. Date By Description _--- - - - - -- REVIEWED FOR CODE COMPLIANCE . APPROVED MAY 052011 City of Tukwila BUILDING DIVISION Drawn Checked LMN Proj No Date. EN TB 10120 03.08.11 - • Sheet Title Sheet Number RECEIVED MAR 15 2011 PERMIT CENTER Overall Building Plan pi 0 10:52:13 AM -q a 0 0 L cfq0 E 0 iZ L a CN OD =a M a J amiZ IE ..... .....(11i- . -. -?l. REMOVE EXISTING DRAIN PIPE UP TO ELBOW ABOVE RETAINING WALL, CAP BELOW FLOOR REMOVE EXISTING WALLS AND DOOR J L. _Li _ J 1 1_....., 11 1 �(�''j}} I EL._ L 0 0 Lmn 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.Imnarchitects.com Architecture Urban Design Interiors EXISTING SKYLIGHTS ABOVE TO REMAIN, TYP REVIEWED FON ,� CODE COMPUA EXISTING COLUMN APOROVED MAY 0 5 2011 TO REMAIN EXISTING PORTION OF WALL TO REMAIN EXISTING COLUMN TO REMAIN City oiTukwila BUILDING DIVISION REMOVE PORTION OF EXISTING PARTITION, PREPARE FOR NEW DOOR OPENING REMOVE PORTION OF EXISTING EXTERIOR TILT -UP CONCRETE WALL, PREPARE FOR NEW DOOR OPENING ED Vulcan Apollo Warehouse EMP /SFM Temporary Vault 3314 South 116th Street Tukwila, Washington 31_511 J 51_71/211 T . ..:..........._ _...n..... 4 Ra- I ' \\ .L I 1 Submittal Revisions Construction Documents No. Date By Description Drawn EN Checked TB LMN Proj No 10120 Date 03.08.11 1 Sheet Title Demolition Plan Sheet Number RECEIVED MAR 152011 PERMIT CENTER x200 -i- i 1 Submittal Revisions Construction Documents No. Date By Description Drawn EN Checked TB LMN Proj No 10120 Date 03.08.11 1 Sheet Title Demolition Plan Sheet Number RECEIVED MAR 152011 PERMIT CENTER x200 10:52:18 AM c. 9 251-6" 6 A302 5 241-6" 50'-0" 50'-0" RELOCATED ROOF DRAIN PIPE r 1 A301 POINT OF CONNECTION FOR RELOCATED ROOF DRAIN PIPE 1 \ EMP 111 VAULT 111 VAPOR RETARDANT CONCRETE SEALER THROUGHOUT VAULT AND STAGING ROOM, KOSTER VAP-1 2000 OR SIMILAR APPROVED PRODUCT c8IEVIEWEEIC DROVED E ACCESS LADDER WITH CAGE BUILDING nivistoni i==.4)==4.1 EXISTING OFFICE AREA TO REMAIN G H 204A INTAKE cJ ENCLOSE EXISTING DOWNSPOUTS. PROVIDE ACCESS PNLS AS NECESSARY cD Co r -- FLOOR PLAN Lmn 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.lmnarchitects.com Architecture Urban Design Interiors 3991 ERTMLIAM WI TATE OF WASHI Vulcan Apollo Warehouse EMP/SFM Temporary Vault 3314 South 116th Street Tukwila, Washington Submittal Construction Documents NEW CONCRETE LANDING AND CURB Revisions No. Date By Description Drawn EN Checked TB LMN Pro.' No 10120 Date 03.08.11 Sheet Title Floor Plan • -- • • -- • .. • ......... • • • •'• • • • • • • • • • • • 111. •, . , .... • ........ Sheet Number RECEIVED MAR 15 2011 PERMIT CENTER A201 Z A301 i==.4)==4.1 EXISTING OFFICE AREA TO REMAIN G H 204A INTAKE cJ ENCLOSE EXISTING DOWNSPOUTS. PROVIDE ACCESS PNLS AS NECESSARY cD Co r -- FLOOR PLAN Lmn 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.lmnarchitects.com Architecture Urban Design Interiors 3991 ERTMLIAM WI TATE OF WASHI Vulcan Apollo Warehouse EMP/SFM Temporary Vault 3314 South 116th Street Tukwila, Washington Submittal Construction Documents NEW CONCRETE LANDING AND CURB Revisions No. Date By Description Drawn EN Checked TB LMN Pro.' No 10120 Date 03.08.11 Sheet Title Floor Plan • -- • • -- • .. • ......... • • • •'• • • • • • • • • • • • 111. •, . , .... • ........ Sheet Number RECEIVED MAR 15 2011 PERMIT CENTER A201 0) as N 2 p N 0 • J O 3 c - � aoi p) • N J 'O . c Qj d m LL 2 D E EXTENTS OF TENANT IMPROVEMENT, BELOW SECURITY GRILLE, TYP AT 3 LOCATIONS A301 Lmn 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.lmnarchitects.com Architecture Urban Design Interiors H CO TYP 3991 REGISTERED AFIC TECT R B RT LLIAM WI ER STATE OF WASHI ON Vulcan Apollo Warehouse EMP /SFM Temporary Vault 3314 South 116th Street Tukwila, Washington Submittal Revisions Construction Documents No. Date By Description REVIEWED FOR CODE COMPLIANCE APPROVED MAY 05 2011 City of Tukwila BUILDINA nIVIRION Drawn EN Checked TB LMN Proj No 10120 Date 03 08.11 Sheet Title Roof Plan Sheet Number RECEIVED MAR 152011 PERMIT CENTER x202 10:52:29 AM Printed: 3/8/2011 ENCLOSE SPACE TO DECK ABOVE WITH CHAIN LINK FENCING WALL TO BE REMOVED EXISTING DEMISING WALL TO REMAIN LINE OF ROOF RIDGE, BEHIND 4 -11•4011,a1NIUMMIPFAVA TIE ROOF DRAIN INTO EXISTING ADJACENT ROOF DRAIN PIPE REMOVE EXISTING ROOF DRAIN PIPE EXISTING OVERFLOW PIPE TO REMAIN GWB LID STL BEAMS, TYP HIGH DENSITY STORAGE SYSTEM NEW EMP /SFM VAULT CONC DECK 8" FULLY GROUTED CMU WALL EXISTING PAINTING VAULT EXISTING STAGING AREA EXISTING VAULT ,- 1 SECTION THRU VAULT 1811 = 11 011 CHAIN LINK FENCING EXISTING WALL TO REMAIN OPEN ACCESS LADDER AND CAGE REVIEWED Fp CODE COMPLIANCE APPROVED MAY 0 5 2011 City of Tukwila BUILDING onnmory GWB INFILL WALL ABOVE VAULT, BEYOND GWB INFILL WALL ABOVE VAULT, BEYOND EXISTING DEMISING WALL TO REMAIN Now Airi 11111 I I I I 1111111 1 11 1 1 1 1 1 111 111 111 1111111111111111 11111111111111111 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1_1 1 1 1 1 I I 1 1 _I I I 111111111111111111 11111 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11_111111111111111111111111L 1111I1111111I11111111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 11111111111 II 1 1 11 1 1 1�I111111111� 1 1 1 II 1 II 1 II I I I I I I I 1 1 1 1 1 I,11I 1 1111 1111 1 11111111111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ■__•••____••___•_I ______•_•____ •______________•_1 _•____ ___________ ■________•I •________________1 ■______••_•______1 ______________- MINIM __��__________1 1 1 1 1 1 t 1 1 1 t 1 1 L 1 1__•__________■ EXISTING APOLLO WAREHOUSE EXISTING LEASABLE AREA TO REMAIN 1 A301 FULLY GROUTED CMU WALL, BEYOND SECTION THRU CRATE STORAGE AND STAGING 1/811 = 11 OH Architecture Urban Design Interiors 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.lmnarchitects.com VULCAN CRATE STORAGE ROOM 3991 REGISTERED gftC ITECT ROBERT WILLIAM WI ER STATE OF WASH ' ON EMP /SFM STAGING ROOM Vulcan Apollo Warehouse EMP /SFM Temporary Vault 3314 South 116th Street Tukwila, Washington Submittal Construction Documents Revisions No. Date By Description Drawn Checked LMN Proj No Date EN TS 10120 03.08.11 Sheet Title Sections Sheet Number • RECEIVED MAR 152011 PERMIT CENTER x301 10:52:34 AM 0 0 G) 0 cn 0o N c i G cy) 0) .1 . Ct. ED LL EXISTING LOADING DOCK FULLY GROUTED CMU WALL NEW EMP /SFM INTAKE AREA 0 NEW EMP /SFM STAGING AREA 0 SECTION THRU VAULT, STAGING, AND INTAKE I/811 n 11 0" EXISTING LOADING DOCK SHELVING FROM EMP /SFM INTAKE WORKSHOP ACCESS LADDER WITH CAGE ENCLOSE SPACE TO DECK ABOVE 4_ 0 GWB LID STL BEAMS, TYP CONC DECK EXISTING COLUMN TO REMAIN NEW EMP /SFM VAULT i i I HIGH DENSITY 1 STORAGE SYSTEM B EXISTING LEASABLE AREA TO REMAIN VULCAN CRATE STORAGE ROOM NEW EMP /SFM VAULT � SECTION THRU VAULT AND CR ATE S TORAGE 1/811 = 1 0" Lm n Architecture Urban Design Interiors 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.lmnarchitects.com R B 'T WILLIAM WIDM R STATE OF WASHINGTON GWB PARTITION FULLY GROUTED CMU WALL Vulcan Apollo Warehouse EMP /SFM Temporary Vault 3314 South 116th Street Tukwila, Washington Submittal Revisions Construction Documents No. Date By Description Drawn EN Checked TB LMN Proj No 10120 Date 03.08.11 IMITITEWE CODE ��MPLA QR tit APPROVE D MAY 05�p11 NCE BUILDINP % %v►,Sa City of Tu b 0(eS Sheet Sheet Title Number Sections RECEIVED MAR 15 2011 PERMIT CENTER / / // ' I \ \ \\ / i &/ �\ • WATERPROOF COATING CONC LID, SEE STRUCTURAL • it / 'am : :■ / prlq 'k 41 IV a t■ • .!►_�za 5 /g" GWB LID ON SUSPENDED CEILING SYSTEM %" GWB OVER VB ON 3 -5/8" MTL STUDS W/ R -11 INSUL -1 FULLY GROUTED CMU PARTITION EXISTING CMU PARTITION EXISTING GWB DEMISING WALL 4" FROM FACE OF EXISTING PARTITION TO FACE OF NEW CMU PARTITION TOPICALLY APPLIED VAPOR RETARDANT CONCRETE SEALER EXISTING CONC SLAB EXISTING CONC FOOTING mnArchitecture Urban Design Interiors 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.lmnarchitects.com WALL SECTION wsec- 01.dgn NEW CONC FOOTING SEE STRUCTURAL 3991 N N) 0_ 1— t REMOVE EXISTING DRAFT CURTAIN IN AREA OF CRATE STORAGE ROOM Re 904 ♦.:4 f MIN IL 6.4 L C 1 1 8 A602 METAL LADDER AND SAFETY CAGE PER OSHA REQUIREMENTS 2 v ' v q SEE 1/A310 FOR TYP NOTES WALL SECTION A310} /2" =1 0" Vulcan Apollo Warehouse REGISTERED EMP /SFM Temporary Vault OBERT WILLIAM WID ER STATE OF WASHIN . •N 3314 South 116th Street Tukwila, Washington wsec- 02.dgn REVIEWED FOR CODE COMPLIANCE APPROVED MAY 052011 City of Tukwila BUILDINR nlvISInW Submittal Revisions Construction Documents No. Date By Description _•.- - - -------- v ' f SEE 1/A310 FOR TYP NOTES ONE- SIDED GWB PARTITION TO ROOF SBR H.M. DOOR AND FRAME DROP DOWN DOOR SWEEP Drawn EN Checked TB LMN Proj No 10120 Date 03.08.11 Sheet Title Wall Sections Sheet Number RECEIVED MAR 15 2011 PERMIT CENTER x310 10:52:45 AM — 6 Y "SPACESAVER" HIGH DENSITY SHELVING SYSTEM, RELOCATED FROM EXISTING EMP VAULT AND RECONFIGURED EXISTING RELOCATED "SPACESAVER" FIXED SHELVING MOUNTED TO WALL EXISTING RELOCATED "SPACESAVER" FIXED SHELVING MOUNTED TO WALL MOISTURE SENSOR BELOW PLATFORM, TYP OF (3) L Architecture Urban Design Interiors 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.lmnarchitects.com PAINTING RACKS, RELOCATED FROM EXISTING EMP VAULT ENLARGED VAULT PLAN A501 1/4., = 1' o, 3991 REGISTERED RCHI ECT BERT LLIAM WID STATE OF WASHIN Vulcan Apollo Warehouse EMP /SFM Temporary Vault 3314 South 116th Street Tukwila, Washington Submittal Construction Documents Revisions No. Date By Description ADDITIONAL PAINTING STORAGE SHELVES FLAT FILES 3 UNITS HIGH FLAT FILES 3 UNITS HIGH FLAT FILES 3 UNITS HIGH WORKSTATION MEDIA UNIT Drawn EN Checked TB LMN Proj No 10120 Date 03.08.11 t REVIEWED FO-Fr CODE COMPLIANCE APPROVED NCE t 2011 City of Tukwila MAY 05 BUILDIIUr nII nrof ALL OWNER FURNISHED Sheet Title Enlarged Vault Plan Sheet Number RECEIVED MAR 152011 PERMIT CENTER x501 10:52:51 AM PARTITION CONSTRUCTION: %" GWB EACH FACE METAL LATH R -11 INSUL WHERE SCHEDULED 6" MET STUDS FINISH AS SCHEDULED GWB PARTITION SCALE: 11/2" = 1' -0" MS4GB1 (2) LAYERS 5/8" GWB EACH FACE R -11 INSUL VB AT INSIDE 6" MET STUDS FINISH AS SCHEDULED SHEAR WALL SHEATHING WHERE REQUIRED, SEE STRUCTURAL GWB PARTITION SCALE: 11/2" = 1' -0" MS6GB4 GWB PARTITION SCALE: 11/2" = 1' -0" EXST MET STUD / GWB PARTITION METAL LATH (1) LAYERS %" GWB, EACH SIDE OF EXISTING PARTITION FINISH AS SCHEDULED %" GWB EACH FACE VB WHERE SCHEDULED R -11 INSUL WHERE SCHEDULED 4" MET STUDS FINISH AS SCHEDULED GWB PARTITION SCALE: 11/2" = 1' -0" MS4GB1 8" CMU WALL 8" CMU, FULLY GROUTED 3%" METAL STUD R -11 INSUL VB %u GWB FINISH AS SCHEDULED UL-U901 (4 HR) SCALE: 11/2" = 1' -0" CM80P4 GWB PARTITION EXST MET STUD / GWB PARTITION VB (1) LAYER %" GWB FINISH AS SCHEDULED SCALE: 1%2" = 1' -0" Lmn Architecture Urban Design Interiors 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.Imnarchitects.com 3991 REGISTERED fi iC ITECT OBE WILLIAM ER STATE OF WASH ON Vulcan Apollo Warehouse EMP /SFM Temporary Vault 3314 South 116th Street Tukwila, Washington Submittal Construction Documents E REVIEWED FOR CODE COMPLIANCE , APPROVED Mikt 05 2011 City of Tukwila BUILDING DIVI;SImN TYPICAL BACKING MTL STUD - TYP BACKING STRIP 6" (MIN) x 16 GA METAL CONTINUOUS FULL LENGTH OF ATTACHED ITEM. 2 - *8 (MIN.) SCREWS AT EA. STUD PROVIDE BACKING FOR WALLGUARDS, HANDRAILS, CABINETS, GRAB BARS, TACKBOARDS, CHALKBOARDS, DOOR STOPS, MIRRORS, TOILET PARTITIONS ACCESSORIES, TELEPHONES AND SIMILAR ITEMS. COORDINATE LOCATIONS WITH PROVIDER OF EACH ITEM. STRIP SCALE: NONE Revisions No. Date By Description C11 -006 Drawn Checked LMN Proj No Date EN TB 10120 03.08.11 Sheet Title Partition Types and Details (aifb Sheet Number RECEIVED MAR 15 2011 PERMIT CENTER 1 PARTITION CONFIGURATION. MODIFICATIONS: STRUCTURE STRUCTURE STRUCTURE PARTIAL HEIGHT PARTITION: NO MODIFIER - CONSTRUCT PARTITION VERTICAL HEIGHT IN INCHES AS SHOWN AT PARTITION TYPE DETAIL ell FROM AS NOTED FLOOR TO TOP OF PARTITION WITHOUT MODIFICATIONS INSTALL THERMAL INSULATION BATTS AT STUD PARTITIONS a INSTALL THERMAL INSULATION BATTS AT STUD PARTITIONS AND VAPOR BARRIER b TO INSIDE OF ROOM THE PARTITION TYPE DESIGNATION IS A 4 UNIT CODE THAT ALL OTHER (NON- STRUCTURAL) PARTITIONS ARE TO BE INCLUDES THE FIRE RATING (WHERE APPLICABLE), CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS CONFIGURATION, CONSTRUCTION, AND ONE MODIFIER OF THE SPECIFICATIONS, MATERIALS MANUFACTURER, AND TO THE CONSTRUCTON: INDUSTRY STANDARDS. ASSEMBLY RATING �. �, 1 3 A6OZ EXISTING PARTITION SEE PARTITION CONSTRUCTION TYPES \ FIRE (HOURS) METAL STUDS ARE TO BE 16" O.C. UNLESS OTHERWISE \ CONFIGURATION NOTED. DECREASE STUD SPACING AT PARTITIONS WITH \ CONSTRUCTION 1 b ATTACHED CABINETS AND / OR EQUIPMENT. �, ' CONC MODIFICATIONS —. � INTERMEDIATE LID PARTITION TYPE INDICATORS SEE DRAWING SHEET EXTENT OR LIMITS ALSO SEE EXTERIOR FOR ADDTIONAL SPECIFICALLY IDENTIFIED PARTITION T BE USED ON THIS ALL FIRE RATED ASSEMBLIES UL, US GYPSUM AND DESIGN MANUAL PARTITIONS ARE WITH THE REQUIREMENTS LISTED. REFER TO COMPONENTS AND ALL GYPSUM BOARD IS TO BE 5/8" THICK, TYPE "X ", U.O.N. A602 PROVIDE BRACING ABOVE CEILIING AS REQUIRED TO LIMIT ARE NOTED ON FLOOR PLANS. DEFLECTION TO SPECIFIED ALLOWANCES. A201 FOR LOCATION AND SEE PROJECT SPECIFICATIONS FOR LIGHT GAGE METAL SUPPORT OF RATED PARTITIONS. FRAMING AND ATTACHMENT, GYPSUM BOARD, THERMAL INSULATION, ACOUSTIC TREATMENT, TRIM, AND ACCESSORIES. WALL SECTIONS AND DETAILS BLOCKING / BACKING IS REQUIRED AT THE FOLLOWING LOCATIONS: WALL / PARTITION FRAMING NOT A. WALL MOUNTED CABINETS ON THE FLOOR PLANS. B. WALL MOUNTED ACCESSORIES AND EQUIPMENT C. WALL MOUNTED DOORSTOPS SHOWN ON THIS SHEET MAY NOT ALL D. WALL MOUNTED DOOR HOLD -OPEN DEVICES 81/OR CLOSERS PARTITIONS PROJECT. F. TOILET ROOM ACCESSORIES G. OTHER LOCATIONS AS REQUIRED BY THE ARCHITECT AND INDUSTRY STANDARDS: ARE BASED UPON THE IBC, GYPSUM ASSOCIATION FIRE RESISTANCE GA- 600 -97 TEST DATA FIRE RATED TO BE CONSTRUCTED IN ACCORDANCE OF THE TESTING ANGECY(IES) SPECIFIC TEST REPORTS FOR REQUIRED ASSEMBLY. SEE PARTITION CONSTRUCTION TYPES 8 FLOOR--\ — A602 FLOOR r A602 FLOOR /q �J ` PARTITION CONTINUOUS TO INTERMEDIATE LID . ` J p PARTITION PARTITION B CONTINUOUS TO CONTINUOUS TO EXISTING ROOF EXISTING ROOF PARTITION CONSTRUCTION: %" GWB EACH FACE METAL LATH R -11 INSUL WHERE SCHEDULED 6" MET STUDS FINISH AS SCHEDULED GWB PARTITION SCALE: 11/2" = 1' -0" MS4GB1 (2) LAYERS 5/8" GWB EACH FACE R -11 INSUL VB AT INSIDE 6" MET STUDS FINISH AS SCHEDULED SHEAR WALL SHEATHING WHERE REQUIRED, SEE STRUCTURAL GWB PARTITION SCALE: 11/2" = 1' -0" MS6GB4 GWB PARTITION SCALE: 11/2" = 1' -0" EXST MET STUD / GWB PARTITION METAL LATH (1) LAYERS %" GWB, EACH SIDE OF EXISTING PARTITION FINISH AS SCHEDULED %" GWB EACH FACE VB WHERE SCHEDULED R -11 INSUL WHERE SCHEDULED 4" MET STUDS FINISH AS SCHEDULED GWB PARTITION SCALE: 11/2" = 1' -0" MS4GB1 8" CMU WALL 8" CMU, FULLY GROUTED 3%" METAL STUD R -11 INSUL VB %u GWB FINISH AS SCHEDULED UL-U901 (4 HR) SCALE: 11/2" = 1' -0" CM80P4 GWB PARTITION EXST MET STUD / GWB PARTITION VB (1) LAYER %" GWB FINISH AS SCHEDULED SCALE: 1%2" = 1' -0" Lmn Architecture Urban Design Interiors 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.Imnarchitects.com 3991 REGISTERED fi iC ITECT OBE WILLIAM ER STATE OF WASH ON Vulcan Apollo Warehouse EMP /SFM Temporary Vault 3314 South 116th Street Tukwila, Washington Submittal Construction Documents E REVIEWED FOR CODE COMPLIANCE , APPROVED Mikt 05 2011 City of Tukwila BUILDING DIVI;SImN TYPICAL BACKING MTL STUD - TYP BACKING STRIP 6" (MIN) x 16 GA METAL CONTINUOUS FULL LENGTH OF ATTACHED ITEM. 2 - *8 (MIN.) SCREWS AT EA. STUD PROVIDE BACKING FOR WALLGUARDS, HANDRAILS, CABINETS, GRAB BARS, TACKBOARDS, CHALKBOARDS, DOOR STOPS, MIRRORS, TOILET PARTITIONS ACCESSORIES, TELEPHONES AND SIMILAR ITEMS. COORDINATE LOCATIONS WITH PROVIDER OF EACH ITEM. STRIP SCALE: NONE Revisions No. Date By Description C11 -006 Drawn Checked LMN Proj No Date EN TB 10120 03.08.11 Sheet Title Partition Types and Details (aifb Sheet Number RECEIVED MAR 15 2011 PERMIT CENTER 1 10:52:58 AM 0) 0 a a) 15• m Q 0 a; co aa, N +_+ 6 c G Q. M a) o. co Lmn 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.Imnarchitects.com Architecture Urban Design Interiors EXISTING STRUCTURAL' FRAMING EXISTING SKYLIGHT TAMPER RESISTANT FASTENERS I1111I\\I111111I■ 2 4 1112' 3" 11/2" SECTION BB STL BAR GRILLE 3" X 3" X 1/4" X 6 " STL L @ 21 -0" O.C. SHOP WELDED TO STL BAR GRILLE TAMPER RESISTANT FASTENERS EXISTING ROOF TRUSSES DETAIL @ SKYLIGHT SECURITY GRILLE A602 SCALE: 11/2" = 1' -0" B32 -A01 3991 REGISTERED .( i. ■\i.. • SEALANT TOP DEFLECTION TRACK, HOLD FASTENERS 1/2" BELOW LEGS OF TRACK GWB AS SCHEDULED GWB SECOND LAYER WHERE SCHEDULED INSUL AS SCHEDULED VB WHERE SCHEDULED METAL STUDS GWB PARTITION TOP DETAIL ( A�602 ,I SCALE: 3" = 1' -0" 7 - \! — • — r • \/7' • • .. ).) CODE FOR E COMPLIANCE APPROVED MAY 052011 City of Tukwila BUILDINR nllricinru C11 -001 GWB AS SCHEDULED GWB SECOND LAYER WHERE SCHEDULED INSUL AS SCHEDULED VB WHERE SCHEDULED METAL STUDS BASE AS SCHEDULED RUNNER TRACK SET IN BED OF SEALANT FLR FINISH AS SCHEDULED OVER EXST CONC SLAB GWB PARTITION BASE DETAIL A602 SCALE: 3" = 1' -0" C11 -001 WATERPROOF COATING: GACO WESTERN, (1) COAT E -5320 PRIMER, (4), COATS A -3801 ACRYLIC COATING WITH BROADCAST. GRANULES SINGLE SIDED GWB PARTITION TO ROOF ABOVE WHERE INDICATED CONC SLAB PER STRUCT R -21 INSUL, STICK PIN TO CONC, TAPE ALL PENETRATIONS VAPOR BARRIER CONTINUOUS GWB CEILING ON SUSPENDED GRID GWB PARTITION AS SCHEDULED INSUL AS SCHEDULED CMU FULLY GROUTED CMU WALL AND CONC LID SCALE: 3" = 1' -0" C11 -001 SEE DETAIL 4/A602 FOR TYP. CONSTRUCTION NOTES NEW CONC FOOTING, PER STRUCTURAL 8 A602 CMU WALL AT FLOOR SCALE: 3" = 1' -0" C11-001 BASE AS SCHEDULED TOPICALLY APPLIED VAPOR RETARDANT SEALER, KOSTER VAP -I 2000 OR SIM. ROOM/SPACE WALLS NOTES FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING NO. NAME Finish Finish Finish Finish Finish Finish Finish FIRST FLOOR 201 INTAKE EXIST CONC RB GWB -PNT GWB -PNT - GWB -PNT - NO PNT ON EXIST EXT WALL 202 EMP STAGING VR SEALER RB CMU -PNT GWB -PNT GWB -PNT GWB -PNT - 203 EMP VAULT VR SEALER RB GWB -PNT GWB -PNT GWB -PNT GWB -PNT GWB -PNT 9 ROOM FINISH SCHEDULE A602 Vulcan Apollo Warehouse ARC ITECT EMP/SFMTemporary Vault WILLIAM WI ER STATE OF WASHI ON 3314 South 116th Street Tukwila, Washington Submittal Construction Documents Revisions No. Date By Description Drawn Checked LMN Proj No Date EN TB 10120 03.08.11 Sheet Title Interior Details Sheet. Number RECEIVED MAR 15 2011 PERMIT CENTER x602 10:53:06 AM O N a. co a) DOOR HEIGHT DOOR WIDTH (TYP.) A FLUSH DOOR WIDTH (TYP) HOLLOW METAL DOOR AND FRAME TYPES PLAN SECTION } L C12 -A01 FRAME 14 GA ADJ FLOOR ANCHOR W/ (3)9/64" DIA POWER DRIVEN FASTENERS TO FLOOR. MIN 1 -1/2" EMBED. STUD RUNNER FRAME STUD AND RUNNER TRACK ///// J ADJ FLOOR ANCHOR ADJUSTABLE FLOOR ANCHOR SCALE: 3" = 11-0" C12 -A04 C.J. WHERE INDICATED FULL HT PARTITION INTERMEDIATE CEILING INFILL STUDS ABV DOOR TO MATCH SURROUNDING PARTITION 18 GA RUNNER CHANNEL DOUBLE 18 GA STUD AT EA JAMB, EXTEND FULL HT OF PARTITION FLOOR PARTITION CONSTRUCTION REFER TO PARTITION TYPES HM FRAME REFER TO FRAME TYPES DOUBLE 18 GA STUD AT EA JAMB, EXTEND FULL HT OF PARTITION SECTION BB (HEAD SIM) FRAMING AT DOOR OPNGS SCALE: 3" = 11-0" Lrn nArchitecture Urban Design Interiors 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.Imnarchitects.com C12 -A02 GROUT BOXES FOR CONTACT SWITCHES WHERE SCHEDULED (SEE HARDWARE SCHEDULE), SEE ELECT. DWGS. FOR RACEWAYS 3" TO 6" FROM LATCH -0 AT FRAMES WIDER THAN 4' -0 ", PROVIDE A FRAME. ANCHOR AT CENTER & 2' -6" MAX O.C. GROUT BOX FOR ELEC STRIKE, WHERE OCCURS. PROVIDE AN ANCHOR ABOVE EACH VERTICAL MULLION OR SIDELITE — FRAME. FRAME ANCHOR ABOVE AND BELOW TOP HINGE AND ABOVE LOWER AND MIDDLE HINGES. SAME LOCATIONS ON STRIKE JAMB. ADJUSTIBLE FLOOR ANCHORS, TYP. - [NOT CONC OR MASONRY WALLS] GROUT BOX FOR ELEC LATCH OR PANIC DEVICE, WHERE OCCURS FRAME ANCHOR LOCATIONS 0 CO d C12 -A03 ELMN* SEE SPECIFICATION FOR LOCATIONS OF OTHER ITEMS It OF PULL / PUSH t LATCH HANDLE OR EXIT DEVICE KICK PLATE WHERE SCHEDULED CO 8 HARDWARE MOUNTING HEIGHTS A610 SCALE: %" = 11-0" C12-A02 3991 OBERT WIL IAM I ' EVER STATE OF WAS TON Vulcan Apollo Warehouse EMP /SFM Temporary Vault 3314 South 116th Street Tukwila, Washington DOOR SCHEDULE DOOR FRAME DETAILS HARDWARE Opening Size Details referenced to Sheet A610, Unless Otherwise Noted Door Number Rating (Minutes) Width Height ` a a E'' Material L N 0) a .N c0 a h Material Finish 0) 0 _ c a Electrical HW Smoke Seal Hardware Group Remarks Head Jamb Thresh /Sill 201A - 3' -0" 8' -0 ". - A HM PNT - 1 HM PNT - 10 9 X - - - - 201 B - 6' -0" 8' -0 X A HM PNT - 1 HM PNT - 7 SIM 7 - - - - 202 -. 8' -0" 10' -5 1/2" X A HM PNT - 1 HM PNT - 7 SIM 7 - - - - AIRTIGHT SEALS WITH DROP BOTTOM 203 8' -0" -5 1/2" X A HM PNT 1 HM PNT 6 5 - - - - AIRTIGHT SEALS WITH DROP BOTTOM 204A _ - 6' -0" _10' 8' -0" X A HM PNT - 1 HM PNT - 7 SIM 7 - - - - 204B - 3' -0" 8' -0" - A HM PNT - 1 HM PNT - 7 SIM 7 - - - - DOOR SCHEDULE STAGING CMU REINFORCING BAR PER STRUCTURAL , .` ' i , #. . r , r ALIGN 5 VAULT UL -RATED ADJUSTABLE STRAP WELD TO FRAME HM FRAME SCHEDULED DOOR DOOR WIDTH JAMB @ CMU PARTITION A610 SCALE: 3" = 1' -0" 6" VERIFY JAMB @ CONCRETE C12 -A07 EXISTING TILT UP CONC PNL BOLT AND EXPANSION SHELL SHIM AS REQUIRED SEALANT AND BACKER ROD GROUT HM SOLID SPACER FILL IN HEAD OF FASTENER FLUSH WITH HM FRAME DOOR AS SCHEDULED SCALE: 3" = 1' -0" C12-C37 S Submittal Construction Documents Revisions No. Date By Description otgl 7%" VAULT 10 N DOOR HEIGHT • GROUT SOLID TYP 8" CMU PER PLANS CMU BOND BEAM REINFORCING BAR PER STRUCTURAL STAGING CONT SEALANT WITH BACKER ROD GROUT SOLID HM FRAME SCHEDULED DOOR HEAD @ CMU PARTITION SCALE: 3" = 1' -0' 6" VERIFY HEAD @ CONCRETE C12 -A07 EXISTING TILT UP CONC PANEL � REVIEWED F CODE COMPLIANCE R APPROVED NCE MAY 052iiii City of Tukwila FLASHING I BUILD1I1IP ntinpinki SHIM AS REQUIRED SEALANT AND BACKER ROD GROUT HM SOLID DOOR AS SCHEDULED A610 SCALE. 3" = 1' -0" C12 -C36 S Drawn Checked LMN Proj No Date EN TB 10120 03.08.11 Sheet Title Door Schedule and Details Sheet Number RECEIVED MAR 15 2011 PERMIT CENTER x610 Reflected Ceiling Plan.dgn Printed: 3/8/2011 6 VAULT REFLECTED CEILING PLAN Architecture Urban Design Interiors 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.lmnarchitects.com 3991 REGISTERED AtiC ITECT ROBERT WILUAM W EYER STATE OF WASHI TON LIGHTING, TYP SURFACE MOUNTED FLUORESCENT. LIGHTING FIXTURES, TYP c c7 D 0 N E 50' -0" 50' -0" H J REMOVE EXISTING LIGHTING, THIS AREA NO WORK, THIS AREA CHAIN LINK FENCING FROM LID OF VAULT TO ROOF ABOVE - -1 203 REMOVE DRAFT CURTAIN CRATE STORAGE REVIEWED FOR CODE COMPLIANC APPROVED NW 05 2011 "CO City.otTukwila . . BUILDING DIVISU *J Alth, VW I 202 201 EXISTING HIGH BAY LIGHTS TO BE REMOVED AND RELOCATED EXISTING DRAFT CURTAIN TO REMAIN Vulcan Apollo Warehouse EMP /SFM Temporary Vault 3314 South 1 16th Street Tukwila, Washington UPPER REFLECTED CEILING PLAN Submittal Construction Documents Revisions No. Date By Description Drawn EN Checked TB LMN Proj No 10120 Date 03.08.11 EXISTING SPRINKLER MAIN EXISTING_ HIGH BAY LIGHTS TO REMAIN Sheet Title Reflected Ceiling Plan Sheet Number RECEIVED MAR152011 PERMIT CENTER file: J: \TUKWIL.AVULCANVAULT\S101LDGN pltcfg: PDF FS WTS MONOOPLTCFG pcf :MKA_HYBRID_STRUCT user: DES 2 :14 :09 PM 2 a 0 v N Q N W J co to Ef* a= omit FRONT BACK SECTION PLAN VIEW ELEVATION ELEVATION LLBB STEEL BEAM CHANNEL ANGLE <- DOUBLE ANGLE SQUARE OR RECTANGULAR HOLLOW SECTION CIRCULAR HOLLOW SECTION, PIPE STEEL FLOOR DECK LONGITUDINAL WELDED WIRE REINFORCEMENT STEEL FLOOR DECK TRANSVERSE STEEL ROOF DECK LIMIT OF DECK OR SPAN MARK DIRECTION OF SPAN CONCRETE WALL CONCRETE COLUMN FLOOR OR WALL OPENING TOP OF SLAB VERTICAL OFFSET, / IF NOT SHOWN, REFER / TO PLAN NOTE: THIS IS A GENERIC SYMBOL. ACTUAL SYMBOL USED WILL VARY DEPENDING UPON SLAB CONFIGURATION. DRAWING NUMBER S101 S102 S103 S201 S301 S401 DRAWING TITLE LEGENDS AND DRAWING LIST GENERAL NOTES GENERAL NOTES PARTIAL PLANS AT VAULT FLOOR AND VAULT LID TYPICAL DETAILS SECTIONS AND DETAILS STEEL MEMBERS CONCRETE SYMBOLS DRAWING LIST STEEL SHAPE TOTAL NUMBER. OF STUDS WHEN MORE THAN THE MINIMUM BEAM CAMBER W36x135 (64) c= 1 -1/8 " qD 5/S5.1 SPECIAL CONNECTION DETAIL IF NOTED SECONDARY MEMBER FOR FIREPROOFING. SEE NOTE 2 NOTES: 1. SPACE STUDS PER "TYPICAL SHEAR STUD PLACEMENT" DETAIL. 2. BEAMS ARE PRIMARY MEMBERS FOR FIREPROOFING UNLESS NOTED AS SECONDARY. SEE "GENERAL NOTES " FOR CRITERIA. WHERE NO BEAM SIZE IS CALLED OUT ADJACENT TO FLOOR OR ROOF OPENING, REFER TO TYPICAL STEEL DETAILS FOR SIZES AND CONNECTIONS. BEAM CALLOUT KEY m ri Architecture. Urban Design Interiors 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.lmnarchitects.com MAGNUS SON KLEMENCIC ASSOCIATES Structural + Civil Engineers SECTION PLAN VIEW STUD CONCRETE ANCHOR ROD DRILLED IN CONCRETE ANCHOR BOLT 4EL SECTION 3/S531 SHEET NUMBER SECTION NUMBER '----<4/S531 DETAIL SHEET NUMBER DETAIL NUMBER IIII®IIIff TOP OF FLOOR ELEVATION EARTH GRAVEL 11 GRID LINES NORTH ARROW MATCHLINE ARCHITECTURAL PROFILE FUTURE CONSTRUCTION EXISTING ELEMENTS REVIEWED FO CODE COMPLIANCE , APPROVED MAY 05'20n City of Tukwila BUILDIN Vulcan Apollo Warehouse EMP /SFM Temporary Vault 3314 South 116th Street Tukwila, Washington Construction Documents Drawn Checked LMN Proj No 10120 Date 03.8.11 LEGENDS AND DRAWING LIST RECEIVED MAR 152011 PERMIT CENTER s101 file: J : \TUKWILAVULCANVAULT\S1020DGN pcf: MKA_HYBRID_STRUCT user: DES 2 0. (V 2 a W W N Z1 co J Cr) 69 tor1 c c 0..mu. GENERAL ALL TYPICAL DETAILS AND NOTES SHOWN ON DRAWINGS SHALL APPLY UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE DRAWINGS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. BUILDING CODE ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. THE PUBLICATIONS LISTED BELOW ARE THE GOVERNING CODES AND STANDARDS AND ARE REFERENCED BY THEIR BASIC DESIGNATION. IN THE CASE OF CONFLICTING REQUIREMENTS, THE BUILDING CODE SHALL GOVERN. APPLICABLE CODES AND STANDARDS BUILDING CODE INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION (INCLUDING THE CITY OF SEATTLE BUILDING CODE AMENDMENTS) ACI 318 AMERICAN CONCRETE INSTITUTE, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," 2005 EDITION ACI 530 • AMERICAN CONCRETE INSTITUTE, "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, 2005 EDITION AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "SPECIFICATION FOR STRUCTURAL JOINTS. USING ASTM A325 OR A490 BOLTS, 2004 EDITION AISC 360 AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS," 2005 EDITION ASCE 7 AMERICAN SOCIETY OF CIVIL ENGINEERS, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2005 EDITION ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM INTERNATIONAL) AWS A2.4 AMERICAN WELDING SOCIETY, "SYMBOLS FOR WELDING AND NONDESTRUCTIVE TESTING, 1998 EDITION AWS D1.1 AMERICAN WELDING SOCIETY, "STRUCTURAL WELDING CODE STEEL, 2006 EDITION AWS D1.3 AMERICAN WELDING SOCIETY, "STRUCTURAL WELDING CODE SHEET STEEL, 1998 EDITION ICC INTERNATIONAL CODE COUNCIL, INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC -ES) CONCRETE MIXING, BATCHING, TRANSPORTING, PLACING, AND CURING OF ALL CONCRETE, AND SELECTION OF CONCRETE MATERIALS, SHALL CONFORM TO ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS," EXCEPT AS NOTED BELOW. PROPORTIONS OF AGGREGATE TO CEMENTITIOUS PASTE SHALL BE SUCH AS TO PRODUCE A DENSE, WORKABLE MIX THAT CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. MIX DESIGNS LISTED BELOW SHALL BE SUBMITTED TO THE ARCHITECT AND APPROVED PRIOR TO USE. SELECTION OF CONCRETE MIX PROPORTIONS SHALL BE IN ACCORDANCE WITH ACI 301. MIX PROPORTIONS SHALL MEET OR EXCEED THE REQUIREMENTS LISTED BELOW FOR THE LOCATIONS NOTED. THE MORE STRINGENT OF THE REQUIREMENTS LISTED SHALL GOVERN. MAXIMUM SIZE OF AGGREGATE SHALL BE AS LISTED BELOW. MAXIMUM FLY ASH AS A PERCENTAGE OF TOTAL WEIGHT OF CEMENTITIOUS MATERIAL SHALL BE 30 PERCENT. FLY ASH SHALL BE CLASS C OR CLASS F, MEETING ASTM C618 REQUIREMENTS. WATER /CEMENT RATIO SHALL. BE BASED ON TOTAL CEMENT.ITIOUS MATERIAL, INCLUDING FLY ASH AND OTHER POZZOLANIC MATERIALS. THE CONTRACTOR SHALL DETERMINE SLUMP. EACH CONCRETE MIX SUBMITTED SHALL HAVE THE SLUMP SPECIFIED. SLUMP SHALL BE MEASURED AT THE DISCHARGE OF THE TRUCK. IF CONCRETE IS PUMPED, SLUMP SHALL BE MEASURED AT THE DISCHARGE END OF THE PUMP LINE. SLUMPS SHALL BE WITHIN +1 INCH AND -2 INCHES OF THE SPECIFIED SLUMP. THE USE OF SUPER PLASTICIZERS AND WATER REDUCERS IS ALLOWED, BUT NOT REQUIRED. ALL ADMIXTURES SHALL BE CHLORIDE FREE UNLESS OTHERWISE APPROVED BY THE ENGINEER. CONCRETE MIX SPECIFICATION TABLE f'c TEST MAX AIR MAX MIN AGE W/C CONTENT AGGREGATE LOCATION (PSI) (DAYS) RATIO PERCENT SIZE INTERIOR SLABS 4,000 28 0.50 - 1" ON GRADE SPREAD FOOTINGS CONCRETE ON STEEL DECK 4,000 28 0.44 4, 000 28 0.44 A Interiors 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.lmnarchitects.com 1" 3/4 " MAGNUSSON KLEMENCIC ASSOCIATES Structural + Civil Engineers REINFORCING STEEL ALL REINFORCING SHALL BE NEW BILLET STOCK ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE. BARS. SHALL BE SECURELY TIED IN PLACE WITH *16 DOUBLE- ANNEALED IRON WIRE. BARS SHALL BE SUPPORTED ON ACCEPTABLE CHAIRS. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING OF REINFORCED CONCRETE STRUCTURES." THE CONTRACTOR SHALL COORDINATE REINFORCING STEEL PLACEMENT DETAILS AND PROVIDE TEMPLATES FOR PLACING STEEL IN CONGESTED AREAS AS NECESSARY. SHOP DRAWINGS (INCLUDING PLACING PLANS AND ELEVATIONS) SHALL BE SUBMITTED TO, AND REVIEWED BY, THE ARCHITECT /ENGINEER BEFORE STARTING FABRICATION. MINIMUM CAST -IN -PLACE CONCRETE COVER OVER REINFORCING STEEL, UNLESS NOTED OTHERWISE, SHALL BE AS FOLLOWS: 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: ALL SIZES: 3 INCHES 2. CONCRETE EXPOSED TO EARTH OR WEATHER: *5 BAR OR SMALLER: 1 1/2 INCHES *6 BAR OR LARGER: 2 INCHES WELDED WIRE FABRIC WELDED WIRE FABRIC (WWF) SHALL BE ELECTRICALLY WELDED AND CONFORM TO ASTM A185. AN 8 -INCH MINIMUM LAP SHALL BE PROVIDED FOR SIDE AND END LAPS. WELDED WIRE FABRIC SHALL BE SUPPORTED ON APPROVED CHAIRS. SLEEVES EXCEPT AS DETAILED ON STRUCTURAL DRAWINGS, NO CONCRETE FOOTINGS, BEAMS, OR GIRDERS SHALL BE SLEEVED FOR PIPING OR DUCTS, UNLESS APPROVED BY THE ENGINEER. ANCHORAGE TO HARDENED CONCRETE ANCHORAGE TO HARDENED CONCRETE SHALL INCLUDE MECHANICAL AND ADHESIVE ANCHORS OF SIZE, NUMBER, AND SPACING AS SHOWN ON THE DRAWINGS. HOLES SHALL BE DRILLED AND CLEANED AND ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTRUCTIONS AND AN APPROVED ICC -ES REPORT. INSPECTION AND TESTING SHALL BE PROVIDED IN ACCORDANCE WITH THE GENERAL NOTES AND THE APPROVED ICC -ES REPORT. WHERE A SPECIFIC TYPE OF ANCHORAGE IS SPECIFIED ON THE DRAWINGS, SUBSTITUTION FOR A DIFFERENT TYPE OF ANCHORAGE (INCLUDING SUBSTITUTING FOR CAST -IN -PLACE ANCHORAGE) SHALL NOT BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. MECHANICAL ANCHORS ACCEPTABLE MECHANICAL ANCHORS SHALL BE AS FOLLOWS: HILTI "KWIK BOLT TZ" CARBON AND STAINLESS STEEL EXPANSION ANCHOR (ICC -ES ESR- 1917), SIMPSON STRONG -TIE "STRONG -BOLT" WEDGE ANCHOR (ICC -ES ESR- 1771), OR APPROVED ALTERNATIVE WITH A CURRENT ICC -ES REPORT INDICATING THAT THE ANCHOR IS PERMITTED FOR RESISTING SEISMIC LOADS IN CRACKED CONCRETE. UNLESS NOTED OTHERWISE ON THE DRAWINGS, MINIMUM EFFECTIVE ANCHOR EMBEDMENT DEPTH SHALL BE 6.5 ANCHOR DIAMETERS, MINIMUM DISTANCE TO THE NEAREST CONCRETE EDGE SHALL BE 12 ANCHOR DIAMETERS, AND MINIMUM ANCHOR SPACING SHALL BE 8 ANCHOR DIAMETERS. STAINLESS STEEL ANCHORS SHALL BE USED AT ALL EXTERIOR LOCATIONS AND WHERE SPECIFICALLY INDICATED ON THE DRAWINGS. NO STEEL REINFORCEMENT SHALL BE CUT TO INSTALL ANCHORS. DEFECTIVE OR ABANDONED HOLES SHALL BE FILLED WITH NON - SHRINK GROUT OR AN INJECTABLE ADHESIVE MATCHING THE ADJACENT CONCRETE COMPRESSIVE STRENGTH. NOTIFY THE STRUCTURAL ENGINEER OF DEFECTIVE OR ABANDONED HOLES IN WALLS AND COLUMNS. THESE ELEMENTS MAY REQUIRE NON- SHRINK GROUT WITH A COMPRESSIVE MODULUS OF ELASTICITY MATCHING THAT OF THE ADJACENT CONCRETE. ADHESIVE ANCHORS . ACCEPTABLE ADHESIVE (EPDXY) ANCHORS SHALL BE AS FOLLOWS: HILTI "HIT -RE 500 -SD" ADHESIVE ANCHOR (ICC -ES ESR- 2322), SIMPSON STRONG -TIE "SET -XP" ADHESIVE ANCHOR (ICC -ES ESR- 2508), OR APPROVED ALTERNATIVE WITH A CURRENT ICC -ES REPORT INDICATING THAT THE ANCHOR IS PERMITTED FOR RESISTING SEISMIC LOADS IN CRACKED CONCRETE. UNLESS NOTED OTHERWISE, ANCHORS SHALL BE ASTM A36 THREADED ROD OR ASTM A615, GRADE 60 REINFORCING STEEL DOWELS. UNLESS NOTED OTHERWISE ON THE DRAWINGS, MINIMUM EFFECTIVE ANCHOR. EMBEDMENT DEPTH SHALL BE 6.5 ANCHOR DIAMETERS, MINIMUM DISTANCE TO THE NEAREST CONCRETE EDGE SHALL BE 6 ANCHOR DIAMETERS, AND MINIMUM ANCHOR SPACING SHALL BE 6 ANCHOR DIAMETERS. HOLES SHALL BE DRILLED WITH ROTARY IMPACT HAMMER OR EQUIVALENT METHOD TO PRODUCE A HOLE WITH A ROUGH INSIDE SURFACE. CORE DRILLING HOLES IS NOT PERMITTED. NO REINFORCING SHALL BE CUT TO INSTALL ADHESIVE ANCHORS. THE TWO -PART ADHESIVE SHALL BE MIXED, APPLIED, AND CURED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS IN THE ICC -ES REPORT. ALL PLACEMENT AND CURING SHALL BE CONDUCTED WITH CONCRETE AND AIR TEMPERATURES ABOVE 50 DEGREES FAHRENHEIT. ADHESIVE SHALL BE APPLIED ONLY TO CLEAN, DRY CONCRETE. POSITIVE PROTECTION SHALL BE PROVIDED SO THAT ANCHORS ARE NOT DISTURBED DURING THE CURING PERIOD. DEFECTIVE OR ABANDONED HOLES SHALL BE FILLED WITH NON- SHRINK GROUT OR AN INJECTABLE ADHESIVE MATCHING THE ADJACENT CONCRETE COMPRESSIVE STRENGTH. NOTIFY THE STRUCTURAL ENGINEER OF DEFECTIVE OR ABANDONED HOLES IN WALLS AND COLUMNS. THESE ELEMENTS MAY REQUIRE NON- SHRINK GROUT WITH A COMPRESSIVE MODULUS OF ELASTICITY MATCHING THAT OF THE ADJACENT CONCRETE. Vulcan Apollo Warehouse EMPISFM Temporary Vault 3314 South 116th Street Tukwila, Washington NONSHRINK GROUT FOR BASE PLATES, SLEEVES, AND EMBEDDED STEEL GROUT SHALL BE AN APPROVED NONSHRINK CEMENTITIOUS GROUT CONTAINING NATURAL AGGREGATES DELIVERED TO THE JOB SITE IN FACTORY PREPACKAGED CONTAINERS REQUIRING ONLY THE ADDITION OF WATER. THE MINIMUM 28 -DAY COMPRESSIVE STRENGTH SHALL BE AT LEAST 1,000 PSI HIGHER THAN THE SUPPORTING CONCRETE STRENGTH, UNLESS NOTED OTHERWISE. GROUT SHALL BE MIXED, APPLIED, AND CURED STRICTLY IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. FOR GROUTING UNDER BASE PLATES, GROUT SHALL BE PROPORTIONED AS A FLOWABLE MIX. WHEN A FLOWABLE MIX DOES NOT PROVIDE THE REQUIRED STRENGTH OR WHEN A MINIMUM STRENGTH OF 10,000 PSI IS REQUIRED, AN EPDXY GROUT SHALL BE USED. ELECTRICAL CONDUIT ELECTRICAL CONDUIT SHALL BE RIGID STEEL CONDUIT OR FLEXIBLE PLASTIC CONDUIT. ALUMINUM CONDUIT IS PROHIBITED. FOR CONDUIT PLACED IN SLABS ON STEEL DECKING, CONDUIT SHALL ONLY RUN IN THE STEEL DECK FLUTES PER THE TYPICAL CONDUIT IN SLAB ON STEEL DECK DETAIL. CONDUIT SHALL NOT BE PLACED ABOVE DECK FLUTES IN EITHER DIRECTION. THIS CONDUIT SHALL ROUTE UNDER THE SLAB ON METAL DECK OR AN ALTERNATIVE LOCATION WHICH SHALL BE COORDINATED BY THE CONTRACTOR WITH THE ARCHITECT AND OTHER TRADES. STRUCTURAL STEEL ALL STEEL SHALL CONFORM TO THE FOLLOWING: *SHAPES ASTM A992, Fy =50 KSI ASTM A913, Fy = 50 KSI ALL ANGLES AND CHANNELS ASTM A36, Fy =36 KSI UNLESS NOTED OTHERWISE MATERIAL CALLED OUT ON ASTM A36, Fy =36 KSI PLANS AS (A36) GENERAL NOTES FOR STEEL CONNECTIONS SHALL APPLY TO ALL STEEL CONNECTIONS UNLESS NOTED OTHERWISE. ALL WORK SHALL BE IN ACCORDANCE WITH THE AISC SPECIFICATION. SHOP DRAWINGS SHALL BE SUBMITTED AND REVIEWED BY THE ARCHITECT /ENGINEER BEFORE COMMENCING FABRICATION. ALL STEEL ANCHORS AND TIES AND OTHER MEMBERS EMBEDDED IN CONCRETE OR MASONRY SHALL BE LEFT UNPAINTED. DIMENSIONAL TOLERANCE FOR BUILT -UP MEMBERS SHALL BE PER AWS D1.1. STEEL BEAMS ARE EQUALLY SPACED BETWEEN DIMENSION POINTS AT THE MAXIMUM DECK SPAN LOCATION UNLESS NOTED OTHERWISE. MINIMUM CONNECTIONS SHALL BE A TWO -BOLT CONNECTION USING 7/8 -INCH- DIAMETER A325 BOLTS IN SINGLE SHEAR. ALL HIGH - STRENGTH BOLTS SHALL BE INSTALLED, TIGHTENED, AND INSPECTED IN ACCORDANCE WITH THE AISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. THE CRITERIA FOR SLIP- CRITICAL CONNECTIONS SHALL APPLY TO ALL CONNECTIONS UNLESS NOTED OTHERWISE AS SNUG- TIGHT. BOLTS IN CONNECTIONS OF BEAM -TO- BEAM /GIRDER MAY BE SNUG TIGHT, UNLESS SPECIFICALLY CALLED OUT AS SLIP CRITICAL (SC). WHERE CONNECTIONS ARE NOTED AS SNUG - TIGHT, THE CONTRACTOR MAY INSTALL PER THE CRITERIA FOR SNUG -TIGHT BOLTS. SLIP - CRITICAL CONNECTIONS SHALL USE LOAD INDICATOR WASHERS OR TENSION CONTROL BOLTS. ALL ASTM A307 BOLTS SHALL BE PROVIDED WITH LOCK WASHERS UNDER NUTS OR SELF - LOCKING NUTS. ALL BOLT HOLES SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE.. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SELECTION OF OPTIONAL DETAILS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS THAT INCLUDE, BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDS. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 05 2U1i City of Tukwila BUILDING ni innl Submittal Revisions Construction Documents STRUCTURAL STEEL WELDING STRUCTURAL STEEL SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. ALL WELDING SHALL BE DONE BY AWS /WABO (WASHINGTON ASSOCIATION OF BUILDING OFFICIALS) CERTIFIED WELDERS AND IN ACCORDANCE WITH AWS D1.1. WELDS SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES, BASED ON PLATE THICKNESS. THE MINIMUM WELD SIZE SHALL BE 3/16 INCH. FIELD WELDING SYMBOLS HAVE NOT NECESSARILY BEEN INDICATED ON THE DRAWINGS. WHERE SHOWN, PROPER FIELD WELDING PER AWS D1.1 SHALL BE USED WHERE NO FIELD WELDING SYMBOLS ARE SHOWN, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE USE OF SHOP AND FIELD WELDS. ALL PARTIAL JOINT PENETRATION GROOVE WELD SIZES SHOWN ON THE DRAWINGS REFER TO EFFECTIVE THROAT THICKNESS. ALL WELDS SHALL BE MADE USING LOW HYDROGEN ELECTRODES WITH MINIMUM TENSILE STRENGTH PER AWS D1.1 (MINIMUM 70 KSI). LOW HYDROGEN SMAW ELECTRODES SHALL BE USED WITHIN 4 HOURS OF OPENING THEIR HERMETICALLY SEALED CONTAINERS, OR SHALL BE REDRIED PER AWS D1.1, SECTION 4.5. ELECTRODES SHALL BE REDRIED NO MORE THAN ONE TIME, AND ELECTRODES THAT HAVE BEEN WET SHALL NOT BE USED ALL WELDING SHALL BE PERFORMED IN STRICT ADHERENCE TO A WRITTEN WELDING PROCEDURE SPECIFICATION (WPS) PER AWS D1.1. ALL WELDING PARAMETERS SHALL BE WITHIN THE ELECTRODE MANUFACTURER'S. RECOMMENDATIONS. WELDING PROCEDURES SHALL BE SUBMITTED TO THE OWNER'S TESTING AGENCY FOR REVIEW BEFORE STARTING FABRICATION OR ERECTION. COPIES OF THE WPS SHALL BE ON SITE AND AVAILABLE TO ALL WELDERS AND THE SPECIAL INSPECTOR. ALL COMPLETE JOINT PENETRATION WELDS SHALL BE ULTRASONICALLY TESTED UPON COMPLETION OF THE CONNECTION, EXCEPT PLATE LESS THAN OR EQUAL TO 1/4 INCH THICK SHALL BE MAGNETIC PARTICLE TESTED. REDUCTION IN TESTING MAY BE MADE IN ACCORDANCE WITH THE BUILDING CODE WITH APPROVAL OF THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE JOINT PREPARATIONS AND WELDING PROCEDURES THAT INCLUDE, BUT ARE NOT LIMITED TO REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, SURFACE ROUGHNESS VALUES, AND TAPERS AND TRANSITIONS OF UNEQUAL PARTS. FIREPROOFING STRUCTURAL STEEL REFER TO ARCHITECTURAL PLANS FOR MINIMUM HOURLY VALUES OF STEEL FIRE PROTECTION FOR DETERMINING THE THICKNESS OF SPRAY APPLIED FIREPROOFING. THE STRUCTURAL FRAME CONSISTS OF COLUMNS AND GIRDERS, BEAMS, TRUSSES, AND SPANDRELS HAVING DIRECT CONNECTIONS TO THE COLUMNS AND BRACING MEMBERS DESIGNED TO CARRY GRAVITY LOADS. FLOOR OR ROOF MEMBERS THAT HAVE NO CONNECTION TO COLUMNS SHALL BE CONSIDERED SECONDARY MEMBERS. ANCHOR RODS ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 WITH CLASS 1A THREADS, UNLESS NOTED OTHERWISE. FURNISH ANCHOR RODS PREFABRICATED WITH MATCHING DOUBLE HEAVY HEX NUTS JAMMED AT THE END EMBEDDED IN CONCRETE. FURNISH HARDENED HARDENED PLATE WASHERS, LOCK WASHERS, AND MATCHING HEAVY HEX NUTS FOR SECURING THE BASE PLATE TO THE ANCHOR RODS. HOOKED ANCHOR RODS SHALL NOT BE USED EXCEPT WHERE NOTED. A. RIGID STEEL TEMPLATE SHALL BE USED TO LOCATE ANCHOR RODS WHILE PLACING CONCRETE. ANCHOR RODS SHALL HAVE SUFFICIENT LENGTH TO PROVIDE THE MINIMUM EMBEDMENT SHOWN ON THE DRAWINGS, MEASURED FROM THE FACE OF THE CONCRETE TO THE NEAR FACE OF THE DOUBLE NUT, WITH ADEQUATE EXTENSION AS REQUIRED TO RECEIVE THE BASE PLATE WITH FULL THREAD PROJECTION FOR NUT INSTALLATION: ANCHOR ROD INSTALLATION SHALL BE COORDINATED WITH REINFORCING AND FORMWORK.` LEVELING NUTS SHALL NOT BE USED EXCEPT AFTER EVALUATION BY THE CONTRACTOR'S ERECTION ENGINEER. AFTER BASE INSTALLATION, ANCHOR ROD NUTS SHALL BE INSTALLED TO A SNUG -TIGHT CONDITION.. NO HEATING OR BENDING OF THE ANCHOR RODS IS PERMITTED. HOLES IN THE BASE MATERIAL SHALL NOT BE ENLARGED BY BURNING. COMPOSITE FLOOR SYSTEM FLOOR SLABS SHALL BE CONSTRUCTED TO THE ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS. REFER TO THE SPECIFICATIONS FOR FLOOR TOLERANCES. THE CONTRACTOR SHALL INCLUDE THE QUANTITIES OF THE ADDED CONCRETE DUE TO THE STEEL DECK DEFLECTION. DESIGN CAMBER SHOWN FOR. THE STEEL BEAMS HAS BEEN CALCULATED BASED ON THE DEFLECTION OF THE BEAM DUE TO THE WEIGHT OF THE STEEL AND CONCRETE SLAB. MINIMUM SLAB REINFORCING IS AWE 6x6- W2.9xW2.9, UNLESS NOTED OTHERWISE. SHEAR CONNECTOR STUDS ALL SHEAR CONNECTOR STUDS SHALL BE 3/4 INCH IN DIAMETER UNLESS NOTED OTHERWISE. ACCEPTABLE TYPES SHALL BE "TRU- WELD" ( ICC -ES ER -3741) OR "NELSON" (ICC -ES ER -2614) . SHEAR CONNECTOR STUDS SHALL BE AUTOMATICALLY END WELDED IN SHOP OR FIELD WITH EQUIPMENT RECOMMENDED BY MANUFACTURER OF STUDS. STEEL STUD MATERIAL, WELDING, AND INSPECTION SHALL BE IN ACCORDANCE WITH AWS D1.1. SHEAR STUDS SHALL BE PLACED AT A MAXIMUM SPACING OF 2' -0" ON CENTER FOR ALL BEAMS SUPPORTING A STEEL DECK WITH CONCRETE FILL OR A CAST -IN -PLACE CONCRETE SLAB. THIS SPACING SHALL ALSO APPLY WHEN THE NUMBER OF STUDS IS NOT INDICATED ON THE PLANS. SEE "SHEAR STUD PLACEMENT" FOR LAYOUT CRITERIA. STEEL DECK SHOP DRAWINGS DETAILING THE SHEAR STUD PLACEMENT SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW BEFORE INSTALLATION. Drawn Checked LMN Proj No 10120 Date 03.8.11 Sheet Title GENERAL NOTES Sheet Number (19 RECEIVED MAR 15 2011 PERMIT CENTER s102 model: SHEET file: J : \TUKWILAVULCANVAULT\S103IDGN user: DES 2 :14:14 PM 2 a fV LL1 fet v- u 1.1 0 J co 03.64 ami. STEEL COMPOSITE DECK THE STEEL DECK SHALL BE OF DEPTH SHOWN ON THE STRUCTURAL DRAWINGS. GAGE OF DECK SHALL • BE DETERMINED BY THE CONTRACTOR BASED ON THE SPAN CONDITIONS, SHORING REQUIREMENTS, CONSTRUCTION LOADS, DEFLECTION REQUIREMENTS, AND THE SUPERIMPOSED LOADS SHOWN ON THE DRAWINGS, LOAD DIAGRAMS, AND NOTES. MINIMUM GAGE IS 20. MAXIMUM DEAD LOAD DEFLECTION IS 3/4 INCH OR L /1.80. WRITTEN VERIFICATION OF CONFORMANCE FOR ALL CONDITIONS IN THE ,STRUCTURE SHALL BE SUBMITTED FOR ACCEPTANCE PRIOR TO FABRICATION. THE CAPACITIES OF THE DECK SHALL BE BASED ON CURRENT ICC -ES REPORTS. SHOP DRAWINGS SHALL BE SUBMITTED. SHOWING DECK GAGE, LAYOUT, FASTENING, STUD LAYOUT, AND CLOSURES. IF ANY SHORING IS TO BE USED, IT SHALL BE APPROVED BY THE GENERAL CONTRACTOR AND SHALL BE SHOWN ON THE SHOP DRAWINGS. UNITS SHALL SPAN OVER FOUR SUPPORTS, CONTINUOUS OVER THREE OR MORE SPANS, EXCEPT WHERE FRAMING DOES NOT PERMIT. THE AISI SPECIFICATIONS SHALL GOVERN THE DESIGN OF ALL DECK UNITS. STEEL DECK AND ALL OF ITS FLASHINGS SHALL CONFORM TO ASTM A653. THE STEEL SHALL HAVE RECEIVED, BEFORE BEING FORMED, A METAL PROTECTIVE COATING OF ZINC CONFORMING TO ASTM A653 -G60. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3. CONCRETE BONDING -TYPE UNITS SHALL BE FORMED WITH DEFORMATIONS TO PROVIDE AN INTERLOCK BETWEEN THE CONCRETE AND STEEL. UNLESS SHOWN OTHERWISE, UNITS SHALL BE FASTENED TO THE STEEL SUPPORTS AT THE ENDS OF THE UNITS AND AT INTERMEDIATE SUPPORTS AT 12 INCHES: ON CENTER WITH 3/4 - INCH - DIAMETER PUDDLE WELDS; WHERE TWO UNITS ABUT, EACH UNIT SHALL BE SO FASTENED TO THE STEEL SUPPORTS. THE SIDE LAPS OF ADJACENT UNITS SHALL BE FASTENED BETWEEN SUPPORTS BY 1 1/2 -INCH TOP SEAM WELDS AT 2' -0" ON CENTER OR BUTTON PUNCHED AT 2' -0" ON CENTER. DECK UNITS SHALL BE FASTENED TO THE STEEL SUPPORTS AT THE SIDE BOUNDARIES BY 3/4 - INCH -DIAMETER PUDDLE WELDS AT 1' -0" ON CENTER. 3/4 -INCH - DIAMETER SHEAR STUDS WELDED THROUGH DECK MAY BE USED IN PLACE OF. 3/4 -INCH- DIAMETER PUDDLE WELDS. DESIGN AND PROVIDE FLASHING AND CLOSURE PLATES AT WALL ENDS OF ALL UNITS, AROUND COLUMNS, AND AT ALL PERIMETER LOCATIONS REQUIRING CLOSURE. COORDINATE ALL CLOSURES WITH ELEVATOR, STAIR, ESCALATOR AND OTHER ARCHITECTURAL DETAILS. THE DECK INSTALLATION, WHEN COMPLETE, SHALL BE READY TO RECEIVE CONCRETE. STEEL DECK TYPES SHALL BE VERCO TYPE W, ASC TYPE W, OR APPROVED EQUAL. MASONRY CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE BUILDING CODE. ALL HOLLOW CONCRETE MASONRY. UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT. MINIMUM REQUIRED BLOCK COMPRESSIVE STRENGTH IS 1,900 PSI. ALL CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLID WITH CONCRETE GROUT. GROUT MIX SHALL CONTAIN PORTLAND CEMENT ONLY, AGGREGATE, AND A GROUT- ENHANCING SHRINKAGE - COMPENSATING ADDITIVE. MAXIMUM SIZE OF AGGREGATE SHALL BE 3/8 INCH. SLUMP SHALL BE 8 TO 11 INCHES. WATER - REDUCING ADMIXTURES MAY BE USED. MINIMUM GROUT COMPRESSIVE STRENGTH BASED ON 28 -DAY TESTS SHALL BE 2,000 PSI AND GREATER THAN OR EQUAL TO THE SPECIFIED MINIMUM DESIGN STRENGTH. GROUT SHALL BE VIBRATED WHILE PLACING TO ENSURE THAT CELLS ARE COMPLETELY FILLED. SUBMIT GROUT MIXES TO ARCHITECT FOR REVIEW BEFORE COMMENCING MASONRY CONSTRUCTION ALL UNITS SHALL BE LAID IN RUNNING BOND USING TYPE S MORTAR WITH HEAD JOINTS. MASONRY MINIMUM DESIGN STRENGTH IS f'm = 1,500 PSI. REQUIRED MORTAR PROPORTIONS BY VOLUME TYPE S PORTLAND CEMENT 1 HYDRATED LIME OVER 1/4 TO 1/2 AGGREGATE MEASURED IN A DAMP, LOOSE CONDITION NOT LESS THAN 2 1/4 AND NOT MORE THAN 3 TIMES THE SUM OF THE VOLUMES OF THE CEMENT Lm nArchitecture Urban Design Interiors 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.Imnarchitects.com MAGNUSSON KLEMENCIC ASSOCIATES Structural + Civil Engineers STRUCTURAL DESIGN DATA LOAD COMBINATIONS: LOAD COMBINATIONS ARE IN ACCORDANCE WITH SECTION 1605 OF THE BUILDING CODE. LIVE LOADS: 25 PSF AT VAULT LID DEAD LOADS: 20 PSF SUPERTMPOSED DEAD LOAD AT VAU LT LID. SEISMIC LOADS: SEISMIC LOADING FOR THE VAULT STRUCTURE SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. BUILDING LOCATION: LATITUDE: 47.499 °N LONGITUDE: 122.2912°W OCCUPANCY CATEGORY: II IMPORTANCE FACTOR: Ie = 1.0 MAPPED SPECTRAL ACCELERATION PARAMETERS:. Ss = 1.502, S1.= 0.518 SITE CLASS: D SITE COEFFICIENTS: Fa = 1.0, Fv = 1.5 SPECTRAL RESPONSE COEFFICIENTS: Sds = 1.002, Sd1 = 0.518 SEISMIC DESIGN CATEGORY: D LATERAL SYSTEM: SPECIAL REINFORCED MASONRY SHEAR WALLS RESPONSE MODIFICATION COEFFICIENT R = 5 SEISMIC RESPONSE COEFFICIENT: NORTH - SOUTH: Cs = 0.2004 EAST -WEST: Cs = 0.2004 DESIGN BASE SHEAR: NORTH - SOUTH: V = 112 KIPS EAST -WEST: V = 112 KIPS ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE ANALYSIS. LOAD PATH FOR LATERAL FORCES: LATERAL FORCES ARE CARRIED BY THE ROOF AND FLOOR DIAPHRAGMS TO THE SHEAR WALLS. MOMENTS, SHEARS, AND ROTATIONAL FORCES ARE DELIVERED TO THE FOUNDATION BY THE SHEAR WALLS IN PROPORTION TO THEIR ABILITY TO RESIST LATERAL DEFORMATION. FOUNDATIONS SPREAD FOOTINGS: DESIGN SOIL BEARING PRESSURE = 2,500 PSF. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL AND SHALL BE LOWERED TO FIRM BEARING IF SUITABLE SOIL IS NOT FOUND AT ELEVATIONS DETERMINED BY TOP OF FOOTING ELEVATION AND FOOTING DEPTH. STRUCTURAL FILL ALL FILL PLACED TO SUPPORT SLABS ON GRADE, BEHIND PERMANENT WALLS, AND AROUND ALL DRAINS SHALL CONSIST OF WELL GRADED, GRANULAR MATERIAL PER THE SPECIFICATIONS. SOILS FOR STRUCTURAL FILL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER. STRUCTURAL FILL SHALL BE PLACED ON SOUND NATIVE MATERIAL. PROOF -ROLL CUT AREAS WHICH PROVIDE SUPPORT FOR PERMANENT STRUCTURES. AREAS WHICH ARE EXCESSIVELY YIELDING, AS DETERMINED BY THE CONTINUOUS OBSERVATION OF THE GEOTECHNICAL ENGINEER, SHALL BE OVEREXCAVATED AND REPLACED WITH STRUCTURAL FILL. STRUCTURAL FILL SHALL BE PLACED PER THE SPECIFICATION. BEAM DEFLECTION FLOOR BEAMS, ESPECIALLY EDGE BEAMS, TRANSFER GIRDERS, AND CANTILEVERS WILL CONTINUE TO DEFLECT WHEN ADDITIONAL LOAD IS APPLIED. THESE MEMBERS HAVE BEEN CAMBERED TO COMPENSATE FOR THE THEORETICAL DEFLECTION. HOWEVER, THIS MAY NOT OCCUR UNTIL ALL THE DEAD LOAD IS APPLIED TO THE MEMBER. THE CONTRACTOR SHALL COORDINATE THE ATTACHMENT OF ANY ITEMS TO MEMBERS WHICH WILL CONTINUE TO SHORTEN OR DEFLECT DUE TO LATER STAGES OF CONSTRUCTION. TRUSS CAMBERS ARE BASED ON THE COMPLETED TRUSS ASSEMBLY PRIOR TO LOADING. Vulcan Apollo Warehouse EMP /SFM Temporary Vault 3314 South 116th Street Tukwila, Washington MISCELLANEOUS METALS THE CONTRACTOR SHALL DESIGN AND SUPPLY ALL ADDITIONAL MISCELLANEOUS METALS THAT ARE INDICATED IN THE ARCHITECTURAL DRAWINGS OR THOSE METALS WHICH ARE FOUND TO BE NECESSARY TO SUPPORT THE ARCHITECTURAL FINISHES OR OTHER BUILDING SYSTEMS. ALL FRAMING AND CONNECTIONS DESIGNED BY THE CONTRACTOR SHALL NOT RESULT IN ECCENTRIC LOADS BEING APPLIED TO THE PRIMARY STRUCTURE NOR LATERAL LOADS BEING APPLIED TO THE BOTTOM FLANGE OF STEEL BEAMS. THE CONTRACTOR'S DESIGN SHALL VERIFY THAT THE CONNECTIONS DO NOT RESULT IN ADVERSE LOCAL CONNECTION STRESSES OCCURRING WITHIN THE PRIMARY STRUCTURE. SUBMIT CALCULATIONS STAMPED BY A STRUCTURAL ENGINEER LICENSED TO PERFORM THE WORK IN THE JURISDICTION WHERE THE PROJECT IS LOCATED AND SHOP DRAWINGS INDICATING IMPOSED LOADS ON THE PRIMARY STRUCTURE. MECHANICAL /ELECTRICAL /PLUMBING SYSTEM SUPPORTS THE CONTRACTOR SHALL DESIGN AND SUPPLY ALL ADDITIONAL MISCELLANEOUS METALS AND SYSTEM SUPPORT COMPONENTS THAT ARE NECESSARY TO SUPPORT ALL MECHANICAL, ELECTRICAL (TELECON, AUDIOVISUAL, ETC), AND PLUMBING /FIRE - PROTECTION SYSTEMS. SUCH METALS AND SUPPORT COMPONENTS AND THEIR CONNECTIONS SHALL BE PROVIDED AS NECESSARY TO DIRECTLY AND CONCENTRICALLY IMPOSE LOADS ON THE PRIMARY STRUCTURE. THE CONNECTIONS TO THE PRIMARY STRUCTURE ARE SUBJECT TO THE REQUIREMENTS OF THE MISCELLANEOUS METALS SECTION ABOVE. INTERIOR METAL STUD FRAMING INTERIOR PARTITIONS SHALL CONSIST OF METAL STUD TYPE FRAMING THAT HAS CURRENT ICC -ES EVALUATION REPORTS. CONNECTION OF STUDS, TRACK, AND OTHER ITEMS BY MEANS OF EITHER DRILLED -IN ANCHORAGE OR POWDER DRIVEN FASTENERS SHALL OCCUR WITH FASTENERS AS INDICATED IN THE METAL STUD ICC -ES REPORTS. CONNECTIONS SHALL ALLOW FOR THE BUILDING MOVEMENTS CITED ABOVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STRUCTURAL DESIGN OF SOFFITS, SUSPENDED WALLS, CEILINGS, OR CONDITIONS WHERE THE STUD FRAMING IS USED TO SUPPORT CASEWORK OR SIZEABLE DOOR /WINDOW HARDWARE; THE METAL STUD FRAMING; AND ANY MISCELLANEOUS STEEL FRAMING THAT IS DETERMINED TO BE NECESSARY BASED ON THE CONTRACTOR'S DESIGN. SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS INDICATING IMPOSED LOADS ON THE PRIMARY STRUCTURE FOR THESE CONDITIONS. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF AN ENGINEER LICENSED TO PERFORM THE WORK IN THE JURISDICTION WHERE THE PROJECT IS LOCATED. BUILDING TOLERANCES STANDARD TOLERANCES SHALL BE BASED ON THE REQUIREMENTS OF THE AISC CODE OF STANDARD PRACTICE AND ACI 117, STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS. SEQUENCING CONSTRUCTION AND LATERAL STABILITY THE STRUCTURAL COMPONENTS BY THEMSELVES ARE A NON- SELF - SUPPORTING STRUCTURE. LATERAL FORCES DUE TO WIND, EARTHQUAKE, OR SOIL ARE CARRIED BY THE ROOF AND FLOOR DIAPHRAGMS TO THE LATERAL SYSTEM. CERTAIN ELEMENTS SHOWN ON THE STRUCTURAL DRAWINGS (SUCH AS BRACING, ROOF AND FLOOR SLABS, AND CONCRETE IN COMPOSITE COLUMNS) ARE REQUIRED FOR OVERALL OR LOCAL STABILITY OF OTHER ELEMENTS (SUCH AS BEAMS, COLUMNS, AND WALLS). IF, DUE TO SEQUENCING OF CONSTRUCTION, THESE STABILITY ELEMENTS ARE NOT IN PLACE, THE CONTRACTOR SHALL RETAIN A STRUCTURAL ENGINEER LICENSED TO PERFORM THE WORK IN THE JURISDICTION WHERE THE PROJECT IS LOCATED, WHO SHALL INVESTIGATE WHERE TEMPORARY SHORING /BRACING IS REQUIRED AND SHALL DESIGN THIS TEMPORARY SHORING /BRACING. THE CONTRACTOR SHALL PROVIDE THIS SHORING /BRACING UNTIL THE REQUIRED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS HAVE BEEN INSTALLED AND REACH THEIR FINAL DESIGN STRENGTHS. EXISTING STRUCTURE EXISTING STRUCTURAL DIMENSIONS AND MEMBER SIZES ARE FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION. THE .CONTRACTOR SHALL VERIFY THE ACTUAL CONFIGURATION OF EXISTING CONSTRUCTION AND THE CONDITION OF THE STRUCTURE BEFORE BEGINNING WORK. ANY DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION BEFORE BEGINNING WORK. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS, EMBEDMENTS, AND OPENINGS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR DUCTS, PIPING, EMBEDMENTS, AND OPENINGS NOT SHOWN. TEMPORARY SHORING AND BRACING MAY BE NECESSARY IN ORDER TO PERFORM THE NECESSARY STRUCTURAL MODIFICATIONS TO THE EXISTING STRUCTURE SHOWN ON THE STRUCTURAL AND ARCHITECTURAL PLANS AND DETAILS. THE CONTRACTOR MUST RETAIN A STRUCTURAL ENGINEER LICENSED TO PERFORM THE WORK IN THE JURISDICTION WHERE THE PROJECT IS LOCATED, WHO SHALL INVESTIGATE WHERE THIS TEMPORARY SHORING /BRACING IS REQUIRED AND SHALL DESIGN THIS TEMPORARY SHORING /BRACING. MISCELLANEOUS REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL, ELEVATOR, OR OTHER SPECIALTY ENGINEERING DRAWINGS FOR DIMENSIONS NOT SHOWN, INCLUDING BUT NOT LIMITED TO: SIZE AND LOCATION OF CURBS, EQUIPMENT HOUSEKEEPING PADS, WALL AND FLOOR OPENINGS, BLOCKOUTS, FLOOR DEPRESSIONS, SUMPS, DRAINS, ANCHOR BOLTS, EMBEDDED ITEMS, ARCHITECTURAL TREATMENT, ETC. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND RESOLVE DISCREPANCIES OR CONFLICTS PRIOR TO CONSTRUCTION. WHERE SECTIONS ARE INDICATED ON THE PLAN BY A NUMBER AND A DRAWING NUMBER THUS, 1/5501, THE INDICATED SECTION (1) IS SHOWN ON STRUCTURAL DRAWING S501. Submittal Revisions Construction Documents SPECIAL INSPECTION THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION AND TESTING PER IBC SECTION 1704. THIS WORK SHALL BE PERFORMED BY A SPECIAL INSPECTOR CERTIFIED BY THE CITY OF TUKWILA TO PERFORM THE TYPES OF INSPECTIONS AND TESTS SPECIFIED. THE FREQUENCY OF INSPECTIONS AND TESTING SHALL BE AS OUTLINED IN THE IBC TABLE ITEMS LISTED BELOW. DEFICIENCIES SHALL BE REPORTED DAILY TO THE CONTRACTOR. SUMMARY REPORTS SHALL BE DISTRIBUTED WEEKLY TO THE OWNER, ARCHITECT, CONTRACTOR, BUILDING OFFICIAL, AND STRUCTURAL ENGINEER. SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTION AND TESTING. DESCRIPTION (REFER TO ITEM IBC SECTION 1704) CONCRETE CONCRETE THAT IS PART OF THE STRUCTURE. BOLTS INSTALLED IN CONCRETE REINFORCING STEEL STRUCTURAL STEEL AND WELDING HIGH STRENGTH BOLTING STRUCTURAL MASONRY SPECIAL GRADING, EXCAVATION AND FILLING SPECIAL CASES 7 REVIEWED FO`s CODE COMPLIANCE , APPROVED MAY 05 2011 City of Tukwila WILDING nanRION SHOP DRAWINGS SHOP DRAWINGS FOR REINFORCING STEEL, AND STRUCTURAL STEEL SHALL' BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD; THEREFORE, THEY SHALL BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR. SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY THE ENGINEER OF RECORD. THE CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE ONE REPRODUCIBLE AND ONE COPY, REPRODUCIBLE WILL BE MARKED AND RETURNED. ANCHOR BOLTS, HEADED STUDS (EXCEPT AT BEAM -TO -DECK INSTALLATION) A. PLACEMENT OF REINFORCING STEEL STRUCTURAL STEEL THAT IS PART OF THE STRUCTURE. B. WELDING OF MEMBERS OR CONNECTIONS SEE SPECIFICATIONS FOR PROCEDURES FOR INSPECTION AND TESTING. ALL MASONRY SHOWN ON STRUCTURAL DRAWINGS INCLUDING MASONRY SHOWN IN TYPICAL DETAILS BUT LOCATED ON ARCHITECTURAL DRAWINGS. IBC TABLE REQUIREMENTS TABLE 1704.4, ITEMS 4, 5 7, 9, 10 TABLE 1704. 4, ITEM 3 TABLE 1704 4, TABLE 1704.3, ITEM 3 TABLE 1704.3, . ITEMS 4 AND 5 TABLE 1704.3, ITEM 2 TABLE 1704.5.1 [TABLE 1704.5 3] A. FOUNDATION EXCAVATIONS AND BEARING STRATA. B. BACKFILL BEHIND STRUCTURAL WALLS OR SUPPORTING SLAB -ON- GRADE. A. DRILLED -IN CONCRETE ANCHORS: PERIQDIC SPECIAL INSPECTION SHALL INCLUDE VISUAL OBSERVATION OF DRILLED HOLE SPACINGS,. EDGE DISTANCES, AND TENSION TESTING OF 5 PERCENT OF ANCHORS SHOWN ON STRUCTURAL DRAWINGS. TEST LOAD SHOULD BE 2 TIMES THE MANUFACTURER'S ALLOWABLE LOAD OF THE ANCHOR IN TENSION. B. EPDXY OR CEMENT GROUTED DOWELS OR ANCHORS: OBSERVE DRILLED HOLES AFTER CLEANING AND OBSERVE INSTALLATION OF GROUT AND ANCHORS. TABLE 1704.7 SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS` TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED, AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWINGS SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. STRUCTURAL OBSERVATION THE ENGINEER OF RECORD SHALL PROVIDE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS, AT SIGNIFICANT CONSTRUCTION STAGES AND AT THE COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY IBC SECTIONS 109, 1704, OR OTHER SECTIONS OF THE .INTERNATIONAL BUILDING CODE. STRUCTURAL OBSERVATION REPORTS SHALL BE ISSUED TO THE OWNER, ARCHITECT, CONTRACTOR, AND BUILDING OFFICIAL AT SIGNIFICANT CONSTRUCTION STAGES. Drawn Checked LMN Proj. No Date 10120 03.8.11 Sheet Title (WI) GENERAL NOTES mmmmmmmm mm Sheet Number RECEIVED MAR 15 2011 PERMIT CENTER model: SHEET e: J:\TUKWILAVULCANVAULT\S201.DGN pltcfg: PDF FS WTS MONOePLT user: DES 7:29:33 AM (E) PRECAST CONC WALL 6 2/S401 DEMO ONC REPLACE AS READ, TYP A 4/S401 (E) WOOD COL & CONC SPREAD FTG (E) WOOD COL & CONC SPREAD FTG m n Architecture Urban Design Interiors 801 Second. Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.Imnarchitects.com 8" CMU WALL, TYP PARTIAL PLAN AT VAULT FLOOR 1/8 " : 1' -O" 1 ■ MAGNUSSON KLEMENCIC ASSOCIATES Structural + Civil Engineers REFERENCE DRAWINGS SO. * S1.* S3.* S4.* ABBREVIATIONS, DRAWING SYMBOLS, GENERAL NOTES PLANS TYPICAL. DETAILS SECTIONS AND DETAILS (E) WOOD FRAMED PARTITION PLAN NOTES 1. WHERE NEW STRUCTURAL WORK IS BEING PERFORMED, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS REQUIRED PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION BEFORE BEGINNING WORK. EXISTING CONSTRUCTION, FRAMING MEMBERS, AND DIMENSIONS HAVE BEEN ESTABLISHED BASED ON REVIEW OF THE AVAILABLE CONSTRUCTION DRAWINGS. ONLY LIMITED FIELD VERIFICATION HAS BEEN PERFORMED. ANY DISCREPANCIES CONCERNING HOW NEW WORK RELATES TO THE AS -BUILT CONSTRUCTION SHALL BE REPORTED TO THE ARCHITECT /ENGINEER FOR RESOLUTION BEFORE BEGINNING WORK. A 7/S401 Vulcan Apollo Warehouse EMP /SFM Temporary Vault 3314 South 116th Street Tukwila, Washington -4 N O I 6 W24x62 (29) c =1" 9,_0„ i so N t0 x ■ i 9,_0„ i N N N to X N 9,_O" W24x62 (29) c =2" /-- 31/2" CONC ON 3" STL DE ;K W24x62 (29) c =2" 9,_O" i W24x62 (29) c =2" 9,_O" i 9,_0„ REFERENCE FLOOR ELEVATION IS 0' -0 ". TOP OF FOUNDATION AND REPLACED SLAB ON GRADE IS AT THE REFERENCE ELEVATION. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SUBGRADE. 5. ALL CMU WALLS SHALL BE 8 INCHES, SOLID GROUTED, AND REINFORCED PER THE TYPICAL DETAILS. REFER TO THE ARCHITECTURAL DRAWINGS FOR CMU WALL AND OPENING DIMENSIONS. 6. REFERENCE VAULT LID ELEVATION IS 21' -2 1/2 H. REFERENCE TOP OF STRUCTURAL STEEL IS 6 1/2 INCHES BELOW THE REFERENCE LID ELEVATION. 7. THE STRUCTURAL SLAB IS 3 1/2 INCHES OF CONCRETE ON 3 -INCH COMPOSITE STEEL DECK. REINFORCE WITH WNf 6z6xW2.9xW2.9. REINFORCING SHOWN ON THE PLAN AND IN 1)11%,068 THE TYPICAL DETAILS IS IN ADDITION TO THIS REINFORCING. PARTIAL PLAN AT VAULT LID 1/8 " = 1' -0" 7/S401 v 1 X I 1 1 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 032&iU N City • Tukw�l Ci of BUILDINA nn�ici n t 0(e KEY PLAN Submittal Construction Documents Revisions PERMIT CORRECTIONS 04.19.11 Drawn Checked LMN Proj No 10120 Date 03.8.11 Sheet Title PARTIAL PLANS AT VAULT FLOOR AND VAULT LID CORRECTION RECEIVED APR 2122 1 PERMIT CENTER Sheet Number s201 model: SHEET file: J: \TUKWILAVULCANVAULT\S301eDGN CJ, SEE PLANS OR EL FOR LOC PROVIDE 4t4x4' -0" SMOOTH DWL 48" ACROSS CJ. PREVENT BOND BTWN BAR & GROUT W/ GREASE OR PLASTIC SLEEVE. AT CONTR'S OPT, MASONRY CJ UNITS MAY BE USED IN LIEU OF DWL. rw-rri IP 'r ®®twos r ro VERT BARS PER CMU REINF SCHED ES OF CJ NOTES: Arlrir Jr 1. CONTROL JOINT SHALL BE CONSTRUCTED AS JOINTS USING FULL AND HALF MASONRY UN 2. MORTAR SHALL BE RAKED BACK AT LEAST 1 ARCHITECTURAL DRAWINGS. TERMINATE HORIZ REINF FROM CJ CONTINUOUS VERTICAL HEAD ITS. INCH IN DEPTH AND CAULKED PER FL OR ROOF SEE STRUC SECT LAP LENGTH, TYP TYP HORIZ REINF SHALL BE BOND BM 0 48" MAX. REINF AS SHOWN IN "CMU REINF SCHED" MIN VERT REINF SHALL BE AS SHOWN IN "CMU REINF SCHED" PROVIDE #6x 2' -6 CORNER BAR FOR EA BOND BM BAR e11e11� esi���. I ■1111 I•r ____ _ eNINE1111I11111115111111% •Ie11111•111P111111 ■I •1le111111 r•v1•1•111111111r• i1•1111111111112111111 111111111I1111111I1111111011 WI, PloYAMP, VA MI IN I iIN�� I, �III41•11rA MEW _I =MIN (Mr ArZA %Ar/ r/r//%//%%r / / /.(/ //X/i ■1•leeee111l1= 1 erimimmamuirui 1 1 1 ELEVATION TOP BARS SEE "BLOCK LINTEL SCHED" LAP LENGTH, TYP CORNER INTERSECTION HORIZONTAL BEAM DETAILS LINE UP BOND BM W/ LINTEL AT TOP OF OPNG LINTEL, SEE "BLK LINTEL SCHED" SEE "TYP CMU LOAD BRG WALL REINF SCHED & NOTES" WHERE BOND BM IN ADJ WALLS OCCUR AT DIFFERENT LVLS, RETURN ONE BM 2'-O" AROUND CORNER, TYP TOP OF SLAB OR FDN. SEE STRUC SECT FOR DWL. #4x1' -6" MIN DWL W/ SPCG TO MATCH VERT. MIN EMBED 3 ". BLOCK LINTEL SCHEDULE THICKNESS CLEAR SPAN DEPTH (INCH) HORIZONTAL REINFORCING STIRRUPS " 8 8' -0" TO 12' -o" 16 (2) 4t5 BOT (1) *5 TOP #3x J @ 8" NOTES: 1. WHERE "BLOCK LINTEL SCHEDULE" INDICATES 16 INCHES DEPTH, USE 8 INCH DEEP LINTEL BLOCK AND REGULAR 8 INCH DEEP BLOCK WITH INNER WEBS REMOVED. FILL 16 INCH DEPTH WITH ONE MONOLITHIC CONCRETE GROUT POUR. EXTEND ALL STIRR 1' -6 MIN INTO WALL ABOVE SLAB OR HOOK INTO TOP OF SLAB LINTEL BEAM DETAIL ' REVIEWED FOR CODE COMPLIANCE , APPROVED MAY 0 5 2011 City of Tukwila BUILDING DIVISION CMU REINFORCING SCHEDULE NOMINAL WALL THICKNESS BOND BEAM REINF VERTICAL REINFORCING BAR LOCATION TYPE MAXIMUM: WALL HEIGHT. NUMBER AND SIZE LAP LENGTH NUMBER AND SIZE SPACING LAP LENGTH 8" (1) *5 30" (1) #5 24" 30" A 22' - 0" VERT ON CL �:� NOTES: MENIIMEMEMME OFFSET HORIZ 0 VEF FACE SHELL, WEBS NOT SHOWN WWWWWWWWWWWWWWW ®CAITEV!® MWWWWAMWOMMIGEMMU BAR LOCATION TYPES 0 CC U Ct 1. BOND BEAM REINFORCEMENT ABOVE AND BELOW OPENINGS SHALL BE CONTINUOUS (IE, UNSPLICED) AND EXTENDED 2' -O" MINIMUM BEYOND OPENING. 2. WHERE BOND BEAM DOES NOT ALIGN WITH TOP OR BOTTOM OF OPENINGS, ADD A BOND BEAM COURSE EXTENDING 2' -O" BEYOND THE OPENING. 3. LOCATE SCHEDULED BARS FROM TABLE EACH SIDE OF EACH OPENING, EACH CORNER AND WALL ENDS. 4. BOND BEAM BARS MAY BE USED TO ARRIVE AT TOTAL STEEL AREA REQUIRED BY "CMU REINFORCING SCHEDULE." 5. GROUT ALL CELLS. TYPICAL MASONRY CONTROL JOINT TYPICAL CMU LOAD BEARING WALL 3 TYP CMU LOAD BRG WALL REINF SCHED & NOTES 4 NOTES: 1. SEE PLAN FOR REQUIRED NUMBER OF STUDS. STUDS SHALL BE PLACED AT A MAXIMUM SPACING OF 2'-0° ALONG THE BEAM AXIS UNLESS NOTED OTHERWISE ON PLAN. SEE "GENERAL NOTES" FOR MINIMUM NUMBER OF STUDS AND MINIMUM STEEL COMPOSITE DECK TO STEEL BEAM FASTENING REQUIREMENTS. 2. UNLESS NOTED OTHERWISE, STUDS ARE TO BE EQUALLY SPACED ALONG THE BEAM LENGTH AND PLACED SYMMETRICALLY ABOUT THE BEAM CENTERLINE AXIS. IF EQUAL SPACING IS NOT POSSIBLE DUE TO DECK CONFIGURATION, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED. 3. THE REQUIRED NUMBER OF STUD ROWS SHALL BE DETERMINED AS FOLLOWS (BEAM LENGTH IN FEET): A. FOR DECK FLUTES PERPENDICULAR TO THE BEAM: it ROWS = It STUDS / BEAM LENGTH B. FOR DECK FLUTES PARALLEL TO THE BEAM: # ROWS = (0.375 x # STUDS) / BEAM LENGTH 4. FOR DECK FLUTES PARALLEL TO THE BEAM, THE FIRST STUD (OR STUDS) SHALL BE PLACED 6 �� FROM THE BEAM ENDS. FOR DECK FLUTES PERPENDICULAR TO THE BEAM, THE FIRST STUD (OR STUDS) SHALL BE PLACED IN THE FLUTE CLOSEST TO THE BEAM ENDS. 5. FOR CANTILEVER SPANS, STUDS SHALL BE PLACED IN ONE ROW ALONG THE BEAM CENTERLINE AXIS AT A MAXIMUM SPACING OF 2' -0 STUDS PLACED ON THE CANTILEVER SPAN ARE NOT INCLUDED IN THE NUMBER OF STUDS SHOWN ON THE DRAWINGS. 6. WHERE WELDED WIRE REINFORCING IS USED AS SLAB REINFORCEMENT, ADDITIONAL REINFORCEMENT SHALL BE PLACED PERPENDICULAR TO THE BEAM, ACROSS THE BEAM AND CANTILEVERED SPANS AS FOLLOWS: 3/4" DIA STUD, UNO 1 OR 2 STUDS / FT - ADD NONE 3 STUDS / FT ADD #4x5' -0" 0 12" 4 OR MORE STUDS / FT - ADD #.4x5'-0" 0 10" Um 1/2' MIN 1%2'' MIN TYPICAL STUD 4%2" MIN 2' -O" MAX TOC TOP OF STL DECK TOS SINGLE ROW OF STUDS - PLAN 41/2" MIN 2' -0" MAX X o TYP c,o 0 0 PLACE STUDS ON BM CL AXIS GLBM BM o� z� M� TWO ROWS OF STUDS - PLAN 41/21' MIN 2' -0" MAX X o TYP �- ''`' BM 0 \ THREE ROWS OF STUDS - PLAN TYPICAL SHEAR STUD PLACEMENT AND ADDED REINFORCING. nArchitecture. Urban Design Interiors 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.imnarchitects.com MAGNUSSON KLEMENCIC ASSOCIATES Structural + Civil Engineers 2111 AU�I C6 W10 2" TO 6" ALL AROUND SECTION NOTES: BLOCK OUT OPENING BEFORE PLACING CONCRETE. 2. REMOVE BLOCKOUT AND CUT DECK AFTER CONCRETE HAS CURED. 3. CONTRACTOR SHALL COORDINATE OPENING SIZE AND LOCATION WITH MECHANICAL AND ELECTRICAL CONTRACTORS AND ARCHITECTURAL DRAWINGS. 4. THE OPENING NOTED REQUIRES A CLEAR SPACING FROM ADJACENT OPENINGS OF THREE TIMES MAXIMUM OPENING DIMENSION. IF REQUIRED LAYOUT CANNOT CONFORM TO THESE REQUIREMENTS, REINFORCE GROUP AS IF ONE COMBINED PENETRATION. 3 x LARGEST HOLE SIZE OR ADD REINF HOLES LESS THAN 6" DO NOT REQUIRE REINF SEE NOTE 4 CU W o` X [V C -J C 1 2' -0" w TYP cn 6" 2' O" C6x8.2 CO X' co C6x8.2 OVER 2'—l" I TO 6' -O" N X 2'-O" TO 6' -0'' (1) #4 ALL SIDES, BOT BARS PARALLEL TO DECK SHALL BE PLACED 1" CLR FROM BOT OF DECK C6x8.2 FOR OPENINGS 6' -0" AND LESS ti PLAN 0" TO 1' -6" NO ADDED BM READ. ADD REINF AS SHOWN ABOVE. 13'11 -tip TYPICAL COMPOSITE DECK OPENING 8 Vulcan Apollo Warehouse EMP /SFM Temporary Vault 3314 South 116th Street Tukwila, Washington Submittal Construction Documents Revisions Drawn Checked LMN Proj No Date 10120 03.8.11 Sheet Title TYPICAL DETAILS Sheet Number RECEIVED MAR 15 2011 PERMIT CENTER model: SHEET file: J : \TUKWILAVULCANVAULT\S401.DGN tcfg: PDF FS WTS MONOePLT user: DES 7:29:36 AM 4/19/2011 a CD M 0) t} oc w co __I mV* a) c omit m n Architecture Urban Design Interiors 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.lmnarchitects.com MAGNUS SON KLEMENCIC ASSOCIATES Structural + Civil Engineers Vulcan Apollo Warehouse 0\4 ' EMP /SFM Temporary Vault 3314 South 116th Street Tukwila, Washington Submittal Construction Documents Revisions PERMIT CORRECTIONS 04.19.11 Drawn Checked LMN Proj No 10120 Date 03.8.11 Sheet Title SECTIONS AND DETAILS Sheet Number s401 CMU WALL SAW CMU WALL SAW CUT (E) SOG CMU WALL (REINF NOT SHOWN) SAW CUT (E) SOG CENTERED ON FTG CUT (E) SOG (E) WOOD �1'_ "PARTITION (E) TILT -UP 2,_6„ % , A % � ! ,, % -r FRAMED 4 EMBED 2' -6" •7 #5x � 0 16" CIP CONC FTG / r / / „ WALL 4 EMBED D � � / r / / 0 2'-6" # i..— #5x I 16" 16 � CIP CONC FTG 5x 16" ®16 CONC FTG, CONT 4 EMBED 4.. EMBED 4 II, 4" EMB (E) SOG (E) SOG LAP 1' -6'r (E) SOG i LAP 1' -6'% % % '' 4t 4 0 18" EPDXY DWL *4 �! 18" EPDXY DWL • O • ,.,r. • IIII = II I O = IF IV � cc _ '� (E) SOG _ _" K, (5) *5 CONT _ LAP 1' -4" #4 ® 18" EPDXY DWL (5) *5 CONT LAP 21_0�� (5) *5 CONT LAP 21.01 2._6.. 2�_6�� 2._6.. #5 i #5 #5018" ®18" ®18" COMPACTED SOIL COMPACTED SOIL COMPACTED SOIL 1" = 11_0" SECTION 2 1" =1, -0„ SECTION 3 1" _ 1,_o„ SECTION 4. #4x3'_0" �_ �� t,,1 p►�OVED CE 2u i 1 Of . 1'akw�I� I�I�� nII /I,SIi�iI11 RECEIVED APR 212011 PERMITCENTER ' CMU FACE SHELL / AR, TYP (1) PER CMU CELL -2" BRG PL1x6x1' Ini-- 1 1 L 11 3 CLR ��� + �4 4 ALL SIDES BOT BARS PARALLEL TO DECK SHALL BE I/ �4 4 I /2��, TYP PLACED 1 CLR FROM BOT OF DECK (E) WOOD COL 2 0 SLAB ON STL DECK (2) #4 CONT 1" BRG DECK ON CMU _ ow maz ova OJZ SLAB ON DECK 4 t r� / BOND B X i o N IEI 0 / CMU WALL SECT 2" SHEET METAL 0 �' V ... 0I �� 3 MAX NON - SHRINK DECK CLOSURE BRG PL LEVELING NUTS AT CONTR OPT ! (2) 1 "0 F1554 AR, i SEE NOTE 2 GROUT CONT BOND BM REINF DECK SPAN PERPENDICULAR OR SKEWED TO WALL NOTES: 1. USE % "k6" HEADED STUDS IN LIEU OF ANCHOR RODS, AT CONNECTION OF BEARING PLATE TO CMU WALL, AT CONTRACTOR' S OPT ION. (SIMILAR AT DECK SPAN PARALLEL TO WALL) DETAIL 5 SECTION 6 TYPICAL DECK SUPPORT AT CMU 7 8 m n Architecture Urban Design Interiors 801 Second Avenue, Suite 501 Seattle, Washington 98104 T 206 682 3460 F 206 343 9388 www.lmnarchitects.com MAGNUS SON KLEMENCIC ASSOCIATES Structural + Civil Engineers Vulcan Apollo Warehouse 0\4 ' EMP /SFM Temporary Vault 3314 South 116th Street Tukwila, Washington Submittal Construction Documents Revisions PERMIT CORRECTIONS 04.19.11 Drawn Checked LMN Proj No 10120 Date 03.8.11 Sheet Title SECTIONS AND DETAILS Sheet Number s401