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HomeMy WebLinkAboutPermit D13-250 - VULCAN - TENANT IMPROVEMENTVULCAN 3314 S 116 ST D13-250 City of/Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov Parcel No.: 1023049011 Address: 3314 S 116 ST TUKW Suite No: Project Name: VULCAN DEVELOPMENT PERMIT Permit Number: D13-250 Issue Date: 09/16/2013 Permit Expires On: 03/15/2014 Owner: Name: APOLLO HOLDINGS LLC Address: 505 5TH AVE S #900 , SEATTLE WA 98104 Contact Person: Name: CHARLES WRIGHT Address: 500 UNION ST, SUITE 926 , SEATTLE WA 98199 Contractor: Name: WILCOX CONSTRUCTION INC Address: 123 4TH AVE N , EDMONDS, WA 98020 Contractor License No: WILCOC* 194Q0 Lender: Name: SELF FUNDED - VULCAN Address: 505 FIFTH AV S , SEATTLE WA 98104 Phone: 206-325-3356 Phone: 425 774-4185 Expiration Date: 12/10/2013 DESCRIPTION OF WORK: DEMOLITION OF SELECT INTERIOR WALLS AT THE FIRST AND SECOND LEVELS. DEMOLITION OF SECOND LEVEL FLOOR. NEW STORAGE AND OFFICE ROOMS. NEW COOLER SHALL BE BIDDER DESIGNED. NEW MECHANICAL, ELECTRICAL, FIRE ALARM AND FIRE SUPPRESION SHALL BE DESIGN BUILD. NEW INTERIOR FENCING FOR STORAGE. NEW EXTERIOR FENCING IN EXISTING PARKING LOT FOR EXTERIOR STORAGE. Value of Construction: 1,100,000.00 Fees Collected: $14,711.36 Type of Fire Protection: SPRINKLERS/AFA International Building Code Edition: 2012 Type of Construction: III -B Occupancy per IBC: 0024 Electrical Service Provided by: SEATTLE CITY LIGHT **continued on next page** doc: IBC -7/10 D13-250 Printed: 09-16-2013 • 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: N N Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read an governing this work will be compli 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: The granting of this permit does not p construction or the performance of work to this permit. Signature: Print Name: Date: Public: Non -Profit: N Public: fined this permit and know the same to be true and correct. All provisions of law and ordinances , whether specified herein or not. me 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 AN iv 13k1 Date: /71 113 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, doc: IBC -7/10 D13-250 Printed: 09-16-2013 shall employ a special inspection agency an tify the Building Official of the appointment r to the first building inspection. The special inspector s urnish inspection reports to the Building OfW1 in a timely manner. 8: 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. 9: New suspended ceiling grid and light fixture installations shall meet the non -building structures seismic design requirements of ASCE 7. 10: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 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: Structrual Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 13: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 14: Masonry construction shall be special inspected. 15: 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. 16: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 17: 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. 18: Manufacturers installation instructions shall be available on the job site at the time of inspection. 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: Install fire dept. knox keybox at the fencing gate for fire department access. 25: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 26: 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) 27: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or doc: IBC -7/10 D13-250 Printed: 09-16-2013 brackets shall be securely anchored to the mo ng surface in accordance with the manufact 's installation instructions. Portable fire extinguishers havin ross weight not exceeding 40 pounds (18 k all 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) 28: 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) 29: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 30: 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) 31: 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) 32: Door handles, pulls, latches, locks and other operating devices on doors requiied 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) 33: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 34: 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) 35: 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) 36: 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) 37: 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) 38: 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) 39: 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) 40: 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) 41: 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. 2327). 42: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 43: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require doc: IBC -7/10 D13-250 Printed: 09-16-2013 relocation and/or addition of audible/visualeication de.vices. (City Ordinance #2328) 44: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 45: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 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: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 48: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 49: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. doc: IBC -7/10 D13-250 Printed: 09-16-2013 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. .Z� Project No. Date Application Accepted: 7, 3O - Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 6. D/L 04 $ &4/ Site Address: 3314 South 116th Street, Tukwila, WA 98168 Suite Number: Floor: Tenant Name: Vulcan New Tenant: ❑ Yes ..No PROPERTY OWNER project Name: Vulcan Name: .. • . io /L`f/�t� �� Address: 505 Fifth Avenue South Address: . • - City: Seattle State: WA Zip: 98104 CONTACT PERSON — person receiving all communication project Company Name: Tiscareno Associates Name: .. • . io /L`f/�t� �� c, / vt„F„ Address: . • - Address: 500 Union Street, Suite 926 City: SeattleState: WA 32 S' 3 3.5- Zip: 98104 State: Phone: 2P Fax: Zip: Phone: Email: codyc@vulcan.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Company Name: Tiscareno Associates City: State: Zip: Architect Name: Charles Wright Address: Address: 500 Union Street, Suite 926 City: Seattle State: WA City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H\Applications \Forms -Applications On Line \2011 Applications\Permit Application Revised - N -o -I I docs Revised: August 2011 bh ARCHITECT OF RECORD Name:444B. feiP flgt4,/006 Company Name: Tiscareno Associates City: State: Zip: Architect Name: Charles Wright Address: 500 Union Street, Suite 926 City: Seattle State: WA Zip: 98199 Phone: (206) 325-3356 Fax: Email: charlesw@tiscareno.net ENGINEER OF RECORD Name:444B. feiP flgt4,/006 Company Name: DCI Engineers City: State: Zip: Engineer Name: Danielle Jacobs Address: 818 Stewart Street, Suite 1000 City: Seattle State: WA Zip: 98101 Phone: (206) 787-8916 Fax: Email: djacobs@dci-engineers.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name:444B. feiP flgt4,/006 Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 1,100,000 Existing Building Valuation: $ �73 Q) Describe the scope of work (please provide detailed information): Demolition of select interior walls at the first and second level. Demolition of second level floor. New storage and office rooms. New cooler shall be bidder designed. New mechanical electrical, fire alarm and fire suppression shall be design build. New interior fencing for storage. New exterior fencing in existing parking lot for exterior storage. 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? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: IZ Sprinklers VI Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes V No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fox >,-Applications On Line\2011 Applications\Permit Application Revised - 8-9-I l.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor 40,086 2,185 0 0 III B S-1 rd Floor 3,780 37 0 0 III B S-1 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? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: IZ Sprinklers VI Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes V No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fox >,-Applications On Line\2011 Applications\Permit Application Revised - 8-9-I l.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWGEN : Signature: Print Name: Charles Wright Day Telephone: (206) 325-3356 Date: 07/18/2013 Mailing Address: 500 Union Street, Suite 926 H'\Applicat ion,\f rm,-Appl teal ion, On Line \201 I Application,\Permit Application Revised -R -4 -II docx Revised: August 2011 bh Seattle WA 98101 City slate Zip Page 4 of 4 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 1023049011 Address: 3314 S 116 ST TUKW Suite No: Applicant: VULCAN RECEIPT Permit Number: D13-250 Status: APPROVED Applied Date: 07/30/2013 Issue Date: Receipt No.: R13-02636 Initials: User ID: JEM 1165 Payment Amount: $8,917.75 Payment Date: 09/16/2013 01:42 PM Balance: $0.00 Payee: APOLLO HOLDINGS LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 27351 8,917.75 Authorization No. ACCOUNT ITEM LIST: Description Account•Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $8,917.75 8,913.25 4.50 llnr Rcrcin}-na Printed: 09-16-2013 41) • wq� 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.Tukwila WA.gov Parcel No.: 1023049011 Address: 3314 S 116 ST TUKW Suite No: Applicant: VULCAN RECEIPT Permit Number: D13-250 Status: PENDING Applied Date: 07/30/2013 Issue Date: Receipt No.: R13-02244 Initials: User ID: WER 1655 Payment Amount: $5,793.61 Payment Date: 07/30/2013 11:12 AM Balance: $8,917.75 Payee: APOLLO HOLDINGS LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 00026957 5,793.61 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 5,793.61 Total: $5,793.61 a....• oe,.e;.,r_na Printed• n7_3n_7n1I CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain.a copy with permit �I 3-2-0 PERMIT NO.; (206) 431-3670 Project: u l e a k! Type of Inspection: 4- i .N A L Address: 331' I Date Called: Special Instructions: Date Wa.r 'd� 1 I a.m. `p,r:r Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. Z15" -/—"k1 ENTS: 197/4.-;;"1 jo /SP ., n R? NSPECTIONFEE REQUI ED: Prior_t next inspection; fee m id at 6300 Southcenter Blv , Suite.1 . Call to schedule reinspection: INSPECTION RECORD. Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206).431-3670 Permit Inspection Request Line (206) 431-2451 Project: VI, i f ,'i Al. Type of Inspection: roAgatfr t1ttI._. �, [,-I:A'S Address: Date Called: Special Instructions:. 6 4 V11 Date Wante�j 1 L /: /n-1 11, p.m. Requester: (7, ,4 Phone No: - t ca- U (, 'j� .- S 2 0 y pproved per applicable codes. Corrections required prior to approval. COMMENTS: :(zit.,,'/;,.t .1 In o e: 6+ Dat l .e� /,o f13 RE1 SPECTION FEE REQ RED. Prior o next inspection, feemust be pai at 6300 Southcenter Blvd., Suite. 100. Callao schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 1); S-2 rr Project:V,..,e 4 ki -r--- Type of Inspecction�: 1, f.f Oa' 1,14_, Address: 33141 116 s -r - Date Called: Special Instructions: - Date Wa ed: t 1�`2( f i 3 are' Request r: Phone No: 'Approved per applicable codes. Corrections required prior to approval. COMMENTS:� ^ 5 1 1 Rou'4 1.►ert iiv‘it, '- Appiaje'r//� 1 RA f%iC — ail? fJ'f 0 .t9 r Ar pw. 04 r if) a)," II S he 4111.t.c IsheA/ — 8-cr A f EI VSPECTION FEE REQUIRED. Prior to next inspection, fee must be p W at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: II(267 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 .lel;-Zso Project: V1 -I 0nry Type of Inspection: WAvt Sri“M-t,•..)4.stlf‘a Address: 33+ti S I C-'+ Date Called: . Special Instructions: Date Wanted: D - 3 \ - 1.3 ,-Ci, . in". - P.m. Requester: Phone. No: l,.,J Approved per applicable codes. Corrections required prior to approval. COMMENTS: c3 `fl U-410 Shifih,w 470,0/_4177 - if/ sp I4 / l vs.. W,'M) In r Dated ? 1 _ 1.3 REJNSPECTION FEE REQUIRED. Prior t'next inspection, fee must be epfd at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: \Z!Le AQ 0 A_ ft l - vgr-1oe Gf✓ti ,I05 . 1,;((, Type of inspection: 1-- 11.4)011NC, >anirl-l'Ai 4.4m 4i 4 i Address: ?ILI S lIG 5_ - Date Called: 7,57- bei 4-AdS/5,-/,)k/-/(G(/e Special Instructions: • Date Wanted: I0 -.,2.t I (a.m- P.m. Requester: Phone No: ..2C-)6-- 17--50L-/ ElApproved per applicable codes. Corrections required prior to approval COMMENTS: 0 A_ ft l - vgr-1oe Gf✓ti ,I05 . 1,;((, /i'n hto 14 d i/41e•(6 --7/) ?s/c/e.ri >anirl-l'Ai 4.4m 4i 4 i r- /t 11 hu 6 .- �]�Oi/l(� 41 i ILO( S //7_73. e' -/7-/6 I14iJ,iy14/114k e/Yl Sz/6 / € hae-71.'1 M/ A iuci i : I- / /P`/*'✓ 7,57- bei 4-AdS/5,-/,)k/-/(G(/e ,:_j/'0'7-1 f • � ?Cc! /J Dater F QUIRED EINSPECTION EER 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 bi3— 2g) (3-F- 1,1 1 2 - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:` // (a -s- Sprinklers: /dam Fire Alarm: Type of Inspection: Address`. Suite #: 53/ y 5. // (,- Contact Person: Special Instructions: Special Pre -Fire: , A 7 ----s Permits: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: (a -s- Sprinklers: /dam Fire Alarm: -� j /"..ST �, S j// / — Mrd/,� 7 N 01 fr,,,+u /-/.77.2-e) G ,%//1//iPk•e / Q7 /' i2a45 Pre -Fire: , A 7 ----s Permits: ` 3 Occupancy Type: Needs Shift Inspection: (a -s- Sprinklers: /dam Fire Alarm: / S Hood & Duct: A./ "" Monitor: ,,,aim Pre -Fire: A. Permits: ` 3 Occupancy Type: Inspector: jt_ 1 c---3 Date:/2/ T/ 3 Hrs.: / . S $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: 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 1)13-250 /3-F- !99 13-S -z2-7- PERMIT zzz PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: // 4'o/L S Sprinklers: Type of Inspection: (C- cq. AddressContact Suite #: / 7 S. /16i'l Monitor: erson t1 Special Instructions: / Phone'No.: Approved per applicable codes. J Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: OK 4r O Ccs .0-,,,,c-07 Permits: -- 01/eO /17-) 7''E37 *�y,9- 7 /x.e -- coy, 64 /0/mss "-or •._-- ,Arg 7',fey I// KiveZ-73 //v/ & k 6" & /I PAC /4 s) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 Inspect. 1,r5'3 Date: /Z /--) /3 Hrs.: ). p $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: Zip: Word/Inspection Record-Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit / -�- /9q /3-5- zzZ INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT /148-0z o5 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: `/ll A- -k.�/0 /1/6 ( ---. ' TA Type of Inspection: S,, �' r - i40 - Addresg: /Contact Suite #: 33/1/ 5, //67 3, 0 Person: Special Instructions: I Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: �� Sprinklers:, j:,, , Fire Alarm: 3, 0 Hood & Ductf Monitor: --.7-- Pre -Fire: /.: / Permits: a e //V 574-77 .so / /w2a1 -- i �.---- 'Ass / e7L / 4 s71- #' --s) It o vv --r:es- -- PASS - //"-e. Az r4 ,--1 - Al- ss ,v ___ .. eS r tt/ Needs Shift Inspection: �� Sprinklers:, j:,, , Fire Alarm: 3, 0 Hood & Ductf Monitor: --.7-- Pre -Fire: /.: / Permits: Occupancy Type: Inspector_ ` �� Date: /ZAh i Hrs.: 3, 0 $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: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 i =:INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit gI 3- 5 2272_ 13 -25-0 - Z62 -- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT--------- - 444 Andover Park East, Tukwila, Wa. 98188 / 206-575-4407 Project: /J �T �///7C16///17 `' —""� Typ of Inspection: a1/o .e7/f ? )1 p /k i"7 Address: -fi-, Suite #: 33/ Y S. ��� Contact Person: Occupancy Type: Special Instructions: Phone No.: �(l Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: . Permits: Occupancy Type: ---" 12y%2 �ro ///l -5S' -- --We 474-0---- Spri,‘,14•- .5-3..f/0„---- 4,..0 -- —1---)A5s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: . Permits: Occupancy Type: Inspecto x/075.3 Date: /2/VA3 Hrs.: I. v •$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: 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 D3- 2 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:1/1 Ty/p�e of Inm/a/spection:0/). / 44 Addresg: Suite #: 33/y 5. / //6,-n, Contact Pers • n: 491-,- Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: 491-,- Occupancy Type: --)7277,57/7/1/7 +eD oil / '„,..4-4.-,-‘-A c:301., / Re -e)(8-5 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector i3 Date: / /y Hrs.: if, 0 $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: 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 c3 —5 — 2 2 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: �1 4/77 Type of Ins�`p+ection: Address: Suite #: _3/ t( 5 //6 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: //AVj Sprinklers: Fire Alarm: Hood& Duct: Monitor:Pre-Fire: Permits: /Occupancy Type: — er t O" 1 c s., (?� 11 . — ,z=0,..—.._ v (list, Avl c b-- ; 1 G w.c)? , . — ®�--.__ " 1 U �-( is ��� �,,. . C. . — 4.z, �7 / / 41/ /1+ l`�, „�.,._ U' f so..- t ., 1 O at i --C--445-7 W O d l (_ 6 v+- O4 ,<,.i,,,:-4-oics-75,,..(‘ 4 ) J j Needs Shift Inspection: , Date: //AVj Sprinklers: Fire Alarm: Hood& Duct: Monitor:Pre-Fire: Permits: /Occupancy Type: Inspecto , 16'x/ Date: //AVj Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 MAYES December 4, 2013 TESTING ENGINEERS, INC. City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188-8188 Attn.: Building Official Re: Tukwila Warehouse 3314 South 116th Street Tukwila, WA Project No. T13211 FINAL LETTER Permit: D13-250 Seattle Office 20225 CederValey Road Sae 110 LynrMood,WA98036 01 4257429350 fax 425.745.1737 Tacoma Office 10029 s. Tacoma way Satz E2 Taxma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Driee X190 PbNar tOR97211 01 503.251.7515 fax 503281.7579 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: • Cold Formed Steel Framing • Lateral Load Resisting Framing • Proprietary Anchors 1. Epoxy Grouted Anchors To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, Mayes Testing Engineers, Inc. T Timothy G. Beckerle, P.E. Branch Manager RECEIVED CITY OF TUI(WILA DEC 2 7 2013 PERMIT CENTER MAYES TESTING ENGINEERS, INC. Project No. T13211 Project Tukwila Warehouse Address 3314 South 116th Street, Tukwila, WA Permit No. D13-250 Bldg Dept. City of Tukwila Owner Vulcan Architect Tiscareno Engineer DCI Contractor Wilcox Construction Record No. 005 Date 11-06-2013 Weather Overcast Inspection Lateral Framing Seattle 20225 Cedar VAey Road SLte110 Lyrnwocd, WA 98035 ph 425.742.9350 x425.745.1737 Taco na office 10029 S. Tacoma Way Site E-2 Tacoma, WA 98499 01 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Site 190 Portland, OR 97211 ph 503281.7515 fax 503281.7579 Inspected the attachment (screws) of metal deck, per note #4/5-203 and detail S/S-302. At grids D to F2/4 to 5 and G.5 to J/5 to 5.6. Work conforms to plans. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Mat Taylor Reviewed By: T� Timothy G. Beckerle, P.E. Branch Manager RECEIVED CITY OF TUKWILA NOV 19 2013 PERMIT CENTER Information in this report applies only to the actual items inspected or tested and shall not be reproduced except in full, without the approval of Mayes Testing Engineers, Inc. Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 263324 Project: Address: Client: CONSTRUCTION INSPECTION REPORT NOV 01 2013 VMP Project 6801 South 180th Street, Tukwila Able Construction and Main, LLC Permit Number: Job Number: Client Address: Al1Nl I Y U.i... L.OPMENT 13-0622 8800 39th Avenue S, Seattle Inspections Performed Steel Decking Structural Steel Fabrication X Structural Steel Erection Other (specify): Other (specify): Inspector and Date Stephen Ramos 10/04/2013 Copies to: Client Owner Architect Arrived at C&C Mobile Welding to perform continuous visual inspection of welding on fabricated beams, in accordance with IBC, AWS D1.1 welding code, and shop drawings: 1. Verified WABO certifications for shop welders: a. Lloyd J. Green, #W04604, expires Oct. 2014, for structural steel-SMAW&FCAW b. Chris D. Campbell, #W00467, expires Apr, 2014, for structural steel-SMAW&FCAW 2. Inspected fit -up of complete penetration weld joints on HSS beams: B2A, B2B, B3A, B4A, B5A, B5B, B6A, B6B and B7A. 3. Observed and monitored welding of complete joint penetration welds on items noted above. Final visual inspection revealed welding to conform. 4. Performed magnetic particle inspection in lieu of ultrasonic inspections due to insufficient thickness per AWS D1.1 code. Reference report #54728. Conforms X Engineer X Contractor X Building Dept. Others RECEIVED CITY OF TUKWILA NOV 052013 PERMIT CENTER 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 -63-05 (Rev 10/10) DI3-25ti OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing MAGNETIC PARTICLE REPORT Job Number: 13-0622 Report Number: 54728 Permit Number: X S'i.., ..:.ri . A.. " i,' 4 t�'-_...' a. ... 7 e •�l .,... la-. ;.1 a , L 1 , ✓ Project: VMP Project Client: Able Construction Address: 6801 South 180`" Street, Tukwila Address: 8800 39"' Avenue S, Seattle Date: 10/04/2013 Technician/Level: Stephen Ramos • 'ITEM• 'ITEM IN (Weld Location arid Identification) • • N a c;: z E TECHNIQUE d c B2A Each End X ACCEPTANCE STANDARD B2B Each End X 0 AWS D1.1-10 B3A Each End X OTHER: B3B Each End X PROCEDURE ❑ E1444 B4A Each End X 1/ ORA NDT-OP-02 ►1 ASTM E709 B5A Each End X OTHER: B5B Each End X B6A Each End X EQUIPMENT TYPE Parker DA 400 B6B Each End X ►,1 YOKE B7A Each End and Splice X .1 MAKE/MODEL: SERIAL NO.: 8046 ORA NO.: 6003 CURRENT 1 A ❑ DC ❑ CONTINUOUS • MEDIA EXAMINATION ►/ DRY VISIBLE ❑ WET VISIBLE ❑ FLUORESCENT COLOR GRAY ►1 WHITE / LIGHT ❑ RED OTHER: Discontinuity Codes: P = Porosity, C = Crack, SL = Slag Conies to: 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 -51-05 (Rev 04/06) Owner X Contractor Architect X Building Dept. X Engineer 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 -51-05 (Rev 04/06) MAYES TESTING ENGINEERS, INC. Project No. Project Address Permit No. Bldg Dept. Owner Architect Engineer Contractor Record No. Date Weather Inspection T13211 Tukwila Warehouse 3314 South 116th Street, Tukwila, WA D13-250 City of Tukwila Vulcan Tiscareno DCI Wilcox Construction 022 10-22-2013 Fog Epoxy RECEIVED CITY OF TUKWILA NOV 0 5 2013 PERMIT CENTER Seattle 20225 Cedar Vdey Road Site 110 Lymvvo d, WA 98036 ph 425.7429360 fax 425.745.1737 Tacoma office 10029 S. Tacomaway Site E-2 Tacoma, WA 98499 ph 253.5843720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Site190 Portland, 0R 97211 ph 503281.7515 fax 503281.7579 Inspected the installation of 5/8" epoxy threaded anchors for HDU4 hold downs, per detail S/S3.01 and hold down schedule S3.01, at grids G.5/5.1 F/4.5 and D.7/4.8 Hilti Hit RE 500 SD Epoxy (expiration date 8/2014) was installed per Hilti directions. Inspected welding of King Studs per 7/S3.03 at grid G.5/S.1. Work conforms to plans and AWS D1.3. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Mat Taylor Reviewed By: Timothy G. Beckerle, P.E. Branch Manager Information in this report applies only to the actual items inspected or tested and shall not be reproduced except in full, without the approval of Mayes Testing Engineers, Inc. Page 1 of 1 MAYES TESTING ENGINEERS, INC. Project No. T13211 Project Tukwila Warehouse Address 3314 South 116th Street, Tukwila, WA Permit No. D13-250 Bldg Dept. City of Tukwila Owner Vulcan Architect Tiscareno Engineer DCI Contractor Wilcox Construction Record No. 004 Date 10-31-2013 Weather Indoors Inspection Lateral Framing Seattle 20225 Cedar Vdey Road Site 110 Lyrrmood, WA 98036 ph 425.7429360 fa( Tacoma Office 10029 S. Tacoma Way & de E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 PottlandOfhce 7911 NE 33rd Drive &ite 190 Portland, OR 97211 ph 503281.7515 fact 503281.7579 Inspected shear -wall sheathing at all interior room locations as shown on S202 and S203. At shear -wall ends the double king studs had the end one screwed at panel -edge spacing (of 4" to 6" per schedule) and had the adjacent one screwed full height at panel field spacing per 5/S301. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Mark Rossow Reviewed By: Timothy G. Beckerle, P.E. Branch Manager RECEIVED CITY OF TUKWILA NOV 052013 PERMIT CENTER Information in this report applies only to the actual items inspected or tested and shall not be reproduced except in full, without the approval of Mayes Testing Engineers, Inc. Page 1 of 1 MAYES TESTING ENGINEERS, INC. Project No. Project Address Permit No. Bldg Dept. Owner Architect Engineer Contractor Record No. Date Weather Inspection T13211 Tukwila Warehouse 3314 South 116th Street, Tukwila, WA D13-250 City of Tukwila Vulcan Tiscareno DCI Wilcox Construction 003 10-25-2013 Cloudy Lateral Framing RECEIVED CITY OF TUKWIL'. OCT 3 0 2C13 PERMIT CENTER Seattle 20225 Cedar Road Site 110 Lynnwood, WA 98036 ph 425.7429060 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.MW Pottlartd ofice 7911 NE 33rd Drive Sine 190 Portland, OR 97211 ph 503281.7515 fax 503.281.7579 Inspector Robinson on site to perform inspection of Light Gauge Framing connections in the following rooms: Non -Cold Library (Room# 106); Acclamation Room(Room #103); Art Office (Room # 104); And Office(Room #109). All Shearwalls are attached to the concrete floor using 15xKH-EZ 5/8"x3 1/2" Hilti Screws. All non-Shearwalls are attached to the concrete floor using X -U 22 MX Shot Pins. Hold downs are properly installed and tightened. Blocking has been installed properly and at the proper locations. The welded connections were installed by a WABO certified welder and are acceptable per the plans, details, sketches and AWS D1.3. The connections made by screws are acceptable per plans, details and sketches. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Tom Robinson Reviewed By: Timothy G. Beckerle, P.E. Branch Manager Information in this report applies only to the actual items inspected or tested and shall not be reproduced except in full, without the approval of Mayes Testing Engineers, Inc. Page 1 of 1 MAYES TESTING ENGINEERS, INC. Project No. T13211 Project Tukwila Warehouse Address 3314 South 116th Street, Tukwila, WA Permit No. D13-250 RECEIVED Bldg Dept. City of Tukwila CITY OF TUKWILA Owner Vulcan Architect Tiscareno OCT 3 0 2013 Engineer DCI Contractor Wilcox Construction PERMIT CENTER Record No. 001 Date 10-16-13 Weather Cloudy Inspection Epoxy and Structural Steel Seattle Office 20225 CedarV4ey Road Stile 110 Lynwood, WA 98036 ph 425.7429360 fa 425.745.1737 Tacoma Office 10029 S. Tacoma Way Stite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Po,BandOfce 7911 NE 33rd Drive Site 190 Pcrtland, OR 97211 ph 503281.7515 fax 503281.7579 Observed installation of bolts for hold downs for the new room at building lines: 4, 5/D -D.8; 5/F.3. Holes were drilled to the proper depth, well cleaned, and then bolts installed using Hilti Re -500 SD (lot # 241382 / expiration date 7/2014). Work was found to be acceptable per detail 5 on S3.01 and the hold down schedule on S3.01. Performed visual weld inspection on the connection of the king studs at the same location as above. Welds were installed by WABO Certified welder John M Rasch (W12660 / Expires Jan. 1, 2014) and are acceptable per AWS D1.4 To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. RECEIVED CITY OF TUKWILA NOV 0 5 2013 PERMIT CENTER Inspector: Tom Robinson Reviewed By: Timothy G. Beckerle, P.E. Branch Manager Information in this report applies only to the actual items inspected or tested and shall not be reproduced except in full, without the approval of Mayes Testing Engineers, Inc. Page 1 of 1 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Interior Lighting Summary - Space -by -Space LTG -INT -SPACE 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Info Project Address Tukwila Warehouse Tenant Improvement Date 8/12/2013 3314 South 116th street, Tukwila, WA 98168 For Building Department Use FILE COPY '" .. Fill this line out on LGT-SUN Applicant Name: Andrew Tsai, Tiscareno Associates Maximum Allowed Lighting Wattage _ Location (plan #, room #, or ALL) Space Type* Allowed Watts per ft2 Gross Interior Area in ft2 Watts Allowed (watts/ft2 x area) ALL Warehouse: Medium/bulky material 0.58 41267 23935 102 Work T8 (2 lamps per fixture with ELECTRONIC BALLAST) 6 64 384 107 Cold Storage T8 (1 lamps per fixture with ELECTRONIC BALLAST) 10 32 320 108 Office T8 (2 lamps per fixture with ELECTRONIC BALLAST) 4 64 Atrium** Enter Height: 106 Non Cold T8 (1 lamps per fixture with ELECTRONIC BALLAST) 16 64 Retail Display Allowance from LGT-INT-DISPLAY - - — _ 1 2 * Select Table C405.5.2(2) category from drop down menu. ** For atriums, indicate height.Allowed wattage for first 40 feet is 0.03 W/ft. ht., above 40 feet is 0.02 W/ft. ht. Proposed Lighting Wattage Total Area Allowed Watts 41267 23935 Location (plan #, room #, or ALL) Fixture Description (Include exempt equipment per Note 3) Number of Fixtures Watts/ Fixture Watts Proposed 103 Acclimation T8 (1 lamps per fixture with ELECTRONIC BALLAST) 20 32 640 104 Art/Office T8 (2 lamps per fixture with ELECTRONIC BALLAST) 6 64 384 102 Work T8 (2 lamps per fixture with ELECTRONIC BALLAST) 6 64 384 107 Cold Storage T8 (1 lamps per fixture with ELECTRONIC BALLAST) 10 32 320 108 Office T8 (2 lamps per fixture with ELECTRONIC BALLAST) 4 64 256 106 Non Cold T8 (1 lamps per fixture with ELECTRONIC BALLAST) 16 64 1024 109 Office T8 (2 lamps per fixture with ELECTRONIC BALLAST) 2 64 128 110 FAMILY STORAGE/VAULT/ LARGE OBJECT STORAGE T8 (6 LAMPS PER FIXTURE WITH ELEC. BALLAST) 20 169 3380 Retail Display Lighting from LGT-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 6516 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps included). For track lighting, list the length of the track (in f 2. For proposed Watts/Fixture, use manufacturer's listed : ximirkEy#WEOfPaiture other criteria as specified in Section C405.5.1. For line vo track multiplied by 50, or as applicable, the wattage of cur the transformer rated wattage. 3. List all fixtures. For lighting equipment eligible for exem c tion per C405.5.1, note exception n Alargs`�Hiroratt APPROVED INCOMPLETE l3 - SEP 0 4 2013 City of Tukwila BUIL R ING ' 'VISION in the fixture, and ballast type (if d ballast information. of simply the lamp wattage) and ctual luminaire wattage or length of er. For low voltage track lighting list mber and leave Watts/Fixture blank. RECEIVED CITY OF TUKWILA AUG 1 2 2013 PERMIT CENTER E n G I n E E R 5 Seattle Portland Spokane San Diego Austin Irvine Eugene San Francisco 78LF COP? StructuraH CaDcuaflons Tukwila Warehouse Vulcan TI 3314 South 116th Street Tukwila, Washington REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2013 City of Tukwila BUILDING DIVISION DCI Job Number 1 301 1-0236 July 17, 2013 818 Stewart Street, Suite 1000 EMU RECEIVED CITY OF TUKWILA JUL 30 2013 PERMIT CENTER Seattle, Washington, 98101 Phone (208) 332-1900 Service Innovation Value Tukwila Warehouse Vulcan TI July 17, 2013 DCI Job #13011-0236 Structural Calculations Index Gravity Framing Acclimation Room & Art Office Key Plan AO Acclimation Room & Art Office Framing Al to A9 Non -Cold Library Storage Room & Stair Area Key Plan A10 Non -Cold Library Storage Room & Stair Area Framing All to Al 6 Strongback Calculation A17 Lateral Framing Seismic Criteria Acclimation Room & Art Office Lateral Framing Non -Cold Library Storage Room Lateral Framing Stair Area Lateral Framing Hold -Down Calculation B1 to B3 B4 to B9 810 to 811 B12 to B14 B15 to B22 ALLVi 0r4 RtrM -jo)siS TYPICAL INTERIOR RIM TRACK 200T200-54 • 4' • 53.-0" L,k1.1/3110H Re'ck•": - i4EAT>Ee- ACA: u AT M4 vxL,1-4- jAt1f5f5 0 R. 9/1s.CP.27CA (81 HEIM OECD ILSIL PER ARCH 12001200-54 MACH KIR PER II/8303 —1100P200 -AA P13I TRACY HDR I:kr-11VAC; K. PER II/8303 .k-kEikvec_ —13' UMWMOW 111111.1111 DCI enGJneeRs Project No. Sheet No. A Project Tu \fq i Date (f) /zoIF? Subject By C Acc ,-1 • E n G 1 n E E R 5 Project No. ` € . 02 Sheet No, A Project Date tit`« Subject By r-71 A-?, t , 01-1 A CairiA it)r4 ;Dean? - 4NAL A Et-v..J ft` t C ti QutT"N " A Gt,4tM IxT+Qt 1 AU -LI VI,A 1'it?N ZOO Z » 1, 1-1 A>( 4 t-1 Ltvi 4� 10 0 TLE -F = vY i D.1 GFS 00-(i ' Project No. Sheet No. A 3 DCI 1111111111111111 enOineeRs"+; Project Date Subject gy ZOO Z » 1, 1-1 A>( 4 t-1 Ltvi 4� 10 0 TLE -F = vY i D.1 GFS 00-(i ' 2001 NASPEC w/2004 Supplement Project: Tukwila Warehouse Vulcan TI Model: Acclimation Room - Joists 41O Date: 6/24/2013 3i 0.0 Unif Ld lb/ft R1 R2 20.00 ft Section : (2) 1200S300-68 Back -to -Back C Stud (X -X Axis) Fy = 50.0 ksi Maxo = 16552.7 Ft -Lb Moment of Inertia, I = 53.019 in^4 Va = 5541.5 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 15500.1 0.936 15500.1 Full 16552.7 0.936 0.714 L/336 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (lb) (Ib) (Ft -Lb) Value Req'd ? Ri 3100.0 3.50 6157.8 12315.6 0.0 0.22 No R2 3100.0 3.50 6157.8 12315.6 0.3 0.22 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma Unstiffen Stiffen R1 3100.0 0.0 1.00 0.56 0.00 0.31 NA R2 3100.0 0.3 1.00 0.56 0.00 0.31 NA Project: Tukwila Warehouse Vulcan TI Model: Acclimation Room - Wall Studs 2001 NASPEC w/2004 Supplement 10.0:;=:: A5 O Date: 6/26/2013 Unif Ld lb/ft R1 R2 14.00 ft Section : 600S200-68 Single C Stud (X -X Axis) Maxo = 3642.4 Ft -Lb Moment of Inertia, I = 4.101 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Fy = 50.0 ksi Va = 5350.3 lb Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 245.0 0.067 245.0 48 3001.0 0.082 0.071 L/2351 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (lb) (lb) (Ft -Lb) Value Req'd ? R1 70.0 1.00 914.4 1600.2 0.0 0.04 No R2 70.0 1.00 914.4 1600.2 0.0 0.04 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma Unstiffen Stiffen R1 70.0 0.0 1.00 0.01 0.00 0.00 NA R2 70.0 0.0 1.00 0.01 0.00 0.00 NA Combined Bending and Axial Load Axial Ld Bracing (in) Max Allow Ld Intr. Span (Ib) KyLy KtLt KL/r (Ib) P/Pa Value Center Span 5300.0 (c) 48.0 48.0 73 8685.7 (c) 0.61 0.72 2001 NASPEC w/2004 Supplement Project: Tukwila Warehouse Vulcan TI Model: Acclimation Room - Jambs at 8 -ft Header T 7' 8' Date: 6/26/2013 Design Loads Wall Lateral Pressure = 5 psf RO Lateral Pressure: Head/Sill Only Lateral Element Forces multiplied by 1 for strength checks Lateral Forces multiplied by 1 for deflection determination Gravity Load at Header = 18 psf Jamb Studs Try 6005200-68 (50), (2)Back-to-Back Maximum Moment Ratio = 0.09 Jamb Fastener Spacing, a = 12 in Bending + Axial Interaction = 0.45 Jamb Deflection = L/2239 Base Reaction = 105 lb (unmodified) Upper Reaction = 105 lb (unmodified) Use 6005200-68 (50), (2)Back-to-Back Jambs Flexural Bracing: 48 Axial Bracing: 48 2001 NASPEC w/2004 Supplement Project: Tukwila Warehouse Vulcan TI Model: Acclimation Room - Jambs at 8 -ft Header Date: 6/26/2013 P1 Unif Ld 5.0 lb/ft R1 R2 14.00 ft Point Loads P1 Load(lb) 140 X-Dist.(ft) 7.00 Section : (2) 600S200-68 Back -to -Back C Stud (X -X Axis) Fy = 50.0 ksi Maxo = 7284.8 Ft -Lb Moment of Inertia, I = 8.201 in^4 Va = 10700.6 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 612.5 0.084 612.5 48 6671.5 0.092 0.075 U2239 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (lb) (lb) (Ft -Lb) Value Req'd ? R1 105.0 1.00 4276.0 8552.0 0.0 0.01 No R2 105.0 1.00 4276.0 8552.0 0.0 0.01 No P1 140.0 4.00 6729.2 11103.2 612.5 0.06 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma Unstiffen Stiffen R1 105.0 0.0 1.00 0.01 0.00 0.00 NA R2 105.0 0.0 1.00 0.01 0.00 0.00 NA P1 70.1 612.5 0.54 0.01 0.08 0.01 NA Combined Bending and Axial Load Axial Ld Bracing (in) Max Allow Ld Intr. Span (lb) KyLy KtLt KUr (Ib) P/Pa Value Center Span 6704.0 (c) 48.0 48.0 73 19875.5 (c) 0.34 0.45 Member Interconnection Spacing = 12.00 in See NASPEC C4.5 for add'nl interconnection requirements 2001 NASPEC w/2004 Supplement Project: Tukwila Warehouse Vulcan TI Model: Acclimation Room - 8 -ft Header (Vertical) 558.7 AgO Date: 6/26/2013 Unif Ld lb/ft R1 8.00 ft Section : 1200S200-68 Built -Up C Stud (X -X Axis) Fy = 50.0 ksi Maxo = 7392.7 Ft -Lb Moment of Inertia, I = 20.864 in^4 Va = 2770.7 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check R2 Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 4469.3 0.605 4469.3 Full 7392.7 0.605 0.084 L/1148 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Req'd ? R1 2234.7 1.00 828.0 1449.1 0.0 1.40 YES R2 2234.7 1.00 828.0 1449.1 0.0 1.40 YES Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma Unstiffen Stiffen R1 2234.7 0.0 1.00 0.81 0.00 0.65 NA R2 2234.7 0.0 1.00 0.81 0.00 0.65 NA 2001 NASPEC w/2004 Supplement Project: Tukwila Warehouse Vulcan TI Model: Acclimation Room - 8 -ft Header (Lateral) Date: 6/26/2013 Unif Ld 11.7 . lb/ft 111 lir R1 R2 8.00 ft Section : 1200S200-68 Built -Up C Stud (X -X Axis) Maxo = 5295.0 Ft -Lb Moment of Inertia, I = 21.376 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 33.0 ksi Va = 2770.7 lb G Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 93.3 0.018 93.3 Full 5295.0 0.018 0.002 U56304 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Req'd ? R1 46.7 1.00 546.5 956.4 0.0 0.04 No R2 46.7 1.00 546.5 956.4 0.0 0.04 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (lb) (Ft -Lb) Factor VNa M/Ma Unstiffen Stiffen R1 46.7 0.0 1.00 0.02 0.00 0.00 NA R2 46.7 0.0 1.00 0.02 0.00 0.00 NA s -TA l Ave.e.13, - (2. — STA Sul4RED 5:IUDS UN atc. teuE AFEA - Jois-r-5 :0/5-303 IHMNDLMEA.110.1:30.31 AEA TO DE SRCRED DURDID OELIERJUON &[MI5190010,4 OF NEW TRAM LOW izszARN/ cA6i.E. ..Ecom ..-JcAST5 71 FLOOR FRAMING KAN NOTES: • .• SIMICTURN. GENERAL 511105. OESZN CKTER2.2. ABBREVIATIONS 2:4) E0GE140 5-101 9000 10-102. 2, %0001 21.1 0000100010 0100 ELEVATIONS 10114 000 ARCRRECTURRE D00200009. 991 0.157014 02E0050000 ;HAIL El' rim 10111£0 3. NA 0010205, CHASES NM PIKS 114.21.0 DE PER 0T0,090000., MEILING. ELEGKICAL 100 5013940LER 010499405 0. 00102E DECK PER PLfitt AND STRUCWRAt CEREME 0577.5. 50400010 MIN (4) 110 SCAM; 10 OCR JOR,1 AND 1 IR WIENS 0 6'X At 100 LAPS MO EDGES VCR 5/5-302. 5 Ali INFERIOR 11011-0E90001. 01N-5TRI1071.1021 RALE 51005 57001 BE RODER DESLIQ). LOADS IND 200001101 REOLIIEUENTS PER STRUCTURAL. GENERAL NOIES. 21-12000I9Irt KR 2/5-302. 6 6E2E1 MD NEADER SUPPORTS KR SFUO 270 510EAR RAI PLAN 42 091009 00100. 8E04 10 07 RIONNTHED Una 0. 012.10 TRACY 501.4.41. BE PER Rm. AT 0009010E 00.910. 211100I1 witii (5) #12 SCRERS 21 EACH 5141.0 OR DOUBLE 5100. 00190011 Mu RUCK 11 1E20015 PER 1/5-303. el. 011008 00004 MERE 40E1 10 1010 1RAL0 123 001 (10) (10 SCRERS 9. MARRO 51141. 009200 WU. NOI2-00500 aND 9091 90100 PER STUD AND SHEAR *ALL PL200 al FLOOR BELOW. 10. CONTRACTOR FS RESPONSIBLE FOR 011. TE0000001 SHORNG AND ALL IIMPORAkf DRACI110/S1213REPt OF SYSTEM DLIZ 10 CONSTRuGOON LOADS 11. nPICA 0E1/0.5 KR - 5-301 0/5-212 11/10-223 7/5-303 5/5-300 2/5-302 WIC/. STEEL 5120 DEIALS TYPICAL FEDOR MAURO CONSTRUCTOR 904000 ROI IMO( FIERDER 1I9IE.21. BM( KAM TyPICAL UFA). Gra 2112010an TYROL NON-BEARINS WALL (000(019010 10 JOISTS FLOOR FRAMING PLAN - WEST scmc: ye,•0'-0• REVISIONS 701 DATE DCI enoinec-n S0 818 STEWART STREET • SUITE 1000 SEATTLE, WASHINGTON 98101 moNR 12,41312.nom•,...).-goa WERSIle 144444411,9004044., cn.m. t rpt PROGRESS 7/3/13 PERMIT SET 7/17/13 0070) 191(7 STRUCTURAL FLOOR FRAMING PLAN - WEST SIERT 50, S-204 COPYMGHT 2013 TISCARENO ASSOCIATES PS En tnEERs Project No. Project Subject u\iAgrftO\f tAL-cAt-1 3 l o Sheet No. All By /0` s,PRa W' E 90 5 f 1q,srf s 300— k -Z PZON'ttr (3) +20053c0_ 93 1gCAG�or1 = i°10 lb (f) IDs' rJ . 44C) p‘ f �, l 345 Fi 2001 NASPEC w/2004 Supplement Project: Tukwila Warehouse Vulcan TI Date: 7/17/2013 Model: Non -Cold Library Storage Room - Joists Unit Ld 310.0 lb/ft t T L R1 R2 24.00 ft Section : (2) 1200S300-97 Back -to -Back C Stud (X -X Axis) Fy = 50.0 ksi Maxo = 29095.5 Ft -Lb Moment of Inertia, I = 74.169 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Va = 16294.0 lb Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 22320.2 0.767 223202 Full 29095.5 0.767 1.058 U272 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Req'd ? R1 3720.0 3.50 11202.5 22404.9 0.0 0.15 No R2 3720.0 3.50 11202.5 22404.9 0.5 0.15 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Pb) (Ft -Lb) Factor VNa M/Ma Unstiffen Stiffen R1 3720.0 0.0 1.00 0.23 0.00 0.05 NA R2 3720.0 0.5 1.00 0.23 0.00 0.05 NA Project: Tukwila Warehouse Vulcan TI Model: Stair Area - Joists 2001 NASPEC w/2004 Supplement 330.0 Date: 7/17/2013 Unif Ld lb/ft L. T 1 R2 10.00 ft Section : 12005300-97 Single C Stud (X -X Axis) Maxo = 14547.7 Ft -Lb Moment of Inertia, I = 37.085 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 50.0 ksi Va = 8147.0 lb Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 4125.0 0.284 4125.0 None 9872.0 0.418 0.068 L/1768 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (lb) (Ib) (Ft -Lb) Value Req'd ? R1 1650.0 3.50 2354.5 4120.4 0.0 0.36 No R2 1650.0 3.50 2354.5 4120.4 0.1 0.36 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma Unstiffen Stiffen R1 1650.0 0.0 1.00 0.20 0.00 0.04 NA R2 1650.0 0.1 1.00 0.20 0.00 0.04 NA Project: Tukwila Warehouse Vulcan TI Model: Stair Area - Girder 2001 NASPEC w/2004 Supplement All 0 Date: 7/17/2013 II R1 R2 12.00 ft Sloped/Partial Loads Case X1 ft W(X1) lb/ft X2 ft W(X2) lb/ft 1 0.00 440.0 8.00 440.0 2 8.00 605.0 12.00 605.0 Section : 1200S300-97 Built -Up C Stud (X -X Axis) Fy = 50.0 ksi Maxo = 14547.7 Ft -Lb Moment of Inertia, I = 37.085 in^4 Va = 8147.0 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 8593.7 0.591 8593.7 24 14355.9 0.599 0.205 L/702 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (lb) (Ib) (Ft -Lb) Value Req'd ? R1 2750.0 3.50 2354.5 4120.4 0.0 0.61 YES R2 3190.0 3.50 2354.5 4120.4 2.6 0.70 YES Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma Unstiffen Stiffen R1 2750.0 0.0 1.00 0.34 0.00 0.11 NA R2 3189.3 2.6 1.00 0.39 0.00 0.15 NA Within Span (Unstiffened) Unpunched Loc'n, X M(X) V(X) Span (ft) (Ft -Lb) (Ib) Center Span 6.25 8593.6 4.4 Punched Loc'n, X M(X) V(X) Intr. (ft) (Ft -Lb) (Ib) 0.35 6.25 8593.6 4.4 Intr. 0.35 2001 NASPEC w/2004 Supplement Project: Tukwila Warehouse Vulcan TI Model: Stairs - Bundled Studs under Girder 10.0 A15 Date: 7/17/2013 Unif Ld lb/ft R1 12.00 ft Section : (2) 600S200-68 Back -to -Back C Stud (X -X Axis) Maxo = 7284.8 Ft -Lb Moment of Inertia, I = 8.201 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 50.0 ksi Va = 10700.6 lb R2 Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 180.0 0.025 180.0 48 6671.5 0.027 0.019 L/7467 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Req'd ? R1 60.0 1.00 4276.0 8552.0 0.0 0.01 No R2 60.0 1.00 4276.0 8552.0 0.0 0.01 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma Unstiffen Stiffen R1 60.0 0.0 1.00 0.01 0.00 0.00 NA R2 60.0 0.0 1.00 0.01 0.00 0.00 NA Combined Bending and Axial Load Axial Ld Bracing (in) Max Allow Ld Intr. Span (Ib) KyLy KtLt KL/r (Ib) P/Pa Value Center Span 3190.0 (c) None 48 157 7081.1 (c) 0.45 0.48 Member Interconnection Spacing = 12.00 in See NASPEC C4.5 for add'nl interconnection requirements Project: Tukwila Warehouse Vulcan TI Model: Rim Track Header 2001 NASPEC w/2004 Supplement 307.0 Alto Date: 7/17/2013 Unif Ld lb/ft i 1 R1 R2 8.00 ft Section : 1200T200-54 Single (X -X Axis) Fy = 50.0 ksi Maxo = 3367.9 Ft -Lb Moment of Inertia, t = 12.962 in^4 Va = 1354.5 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 2456.0 0.729 2456.0 Full 3367.9 0.729 0.074 L/1297 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 1228.0 1.00 NA 0.0 NA YES R2 1228.0 1.00 NA 0.0 NA YES Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma Unstiffen Stiffen R1 1228.0 0.0 1.00 0.91 0.00 0.82 NA R2 1228.0 0.0 1.00 0.91 0.00 0.82 NA ( DCI enGinEERs Project No. Sheet No. Ar? Project -I( / Vy v„Ift V,)J': Date zrv, Subject cAuc„. By ?LLL 10 j 0 I STS 2/- r -7; 1 P . no° SiZ Ax 2 7. 'P 25O V2,0 0 S -9 -4- vix 2 1-1' -F)1. f"(b sn„tvf:, st. 7= 34foo)b 7 .:/° Tf rapoS 200 - (10 6 / '11? 1:±. = CP STUDS Or. I'2 !octio • + 2 v7, = ZOlb =O .5„1-14a 5 s,9c..01 e i Eov, S tib 1.Ot4 L A1lrai v • Project No. _ J Sheet No. ) :'' Enoineens Project -T I KW VI i- Date (i91'7q1 13 Subject By Ati S tib 1.Ot4 L A1lrai v • 6/27/13 Design Maps Summary Report eggUSGS Design Maps Summary Report User -Specified Input Report Title Tukwila Warehouse Vulcan TT Wed June 26, 2013 23:56:02 UTC Building Code Reference Document 2012 International Building Code (which makes use of 2008 USGS hazard data) Site Coordinates 47.5°N, 122.291°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III Greaser Columbia `» city Duwarnlsh High Point ori Georgetown.: De!ridge SW Thistle St > i4 White Center" ., Rainier; Valley • ougar,Pdotrrit Regional Wildfartd Par Va-hon �,�c.1i}n* E z :Normandy USGS-Provided Output SS = 1.518 g S1 = 0.570 g SeaTac SMS = 1.518 g SM1 = 0.856 g SDS= 1.012g Sut = 0.570 g 152 For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.76 1.60 1.44 1.22 1.12 a 0.96 SA 0.20 0.64 0.49 0.32 0.16 0.00 0.00 NICER Response Spectrum 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.20 Period, T (sec) 1.10 0.99 0.28 0.77 01 0.66 N 0.55 0.44 0.33 0.22 0.11 0.00 Design Response Spectrum 2.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.90 Period, T (sec) 2.00 Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter g eohazards.usgs.gcridesig nmaps/us/surnmary.php?template=minimal&latitude=47.5&long itude=-122.2g1&siteclass=3&riskcategonpMedition=ibc-2012&varia... 1/2 =DCIINom Project No. 13011 -0710 Sheet Ng 133 EfGInEERS Projectbate -1-WtLI 4 g : ViALciA 1,4 €t 2' /2,01 Subject 'Si By j- DCI gnGineERs Project Subject y uLLAN.i -1 ACC- AT 101,4 ZOOrpt Project No. 1-Oth -02o Sheet No. By Use =+14.7" foe }� WALL q 13 rj + O E ss 1v -; G. c,o 0.-} E 1 td ;1`11-} SI- to" 2 to" M .: 0" 1111111111111111 oa EnGtnEERs Project No. Sheet No. Project Date Subject By '12 pa.-f)(11 1'0a0 Ic ( CQ{ 4 � , `�IALL5 1� ANS s GP sot%) it, 34.E 16 i5r.5 39:12 - 111111111111111 DCI EnGineeRS Project No. Sheet No. 66 Project Date Subject By ki\1 1. A k (10fF)4 4 t 111 P1 f c-. 12;31117 L t2 ft ('2:) tQ - 1zft + ( ftp \hlrit.i, G tr _ 340 35• e I_ [n WI);� _. lo" DCI E.fGmeERs Project No. Sheet No. Project Date Subject By oiA IA, 1 \r Aft. 5 .jrx.r. 15 n©1 lb 5'•- 1-0" 1se›.' p�f �.U- O' (F. t5& 3635 2 we I. 324 ( 0. co - e, �t .tcI2)) _ [3241 ?If 05.5 fF) - 6 (s) `v! 'Ti0FA ti5.5f 9 0 3ca www.strongtle.com SIMPSON Stng�Z`le • S/HDU Holdowns The S/HDU series of holdowns combines performance with ease of installation. The pre -deflected geometry virtually eliminates material stretch, resulting in low deflection under load. Installation using self -drilling tapping screws into the studs reduces installation time and saves labor cost. Material: 118 mil (10 ga) Finish: Galvanized Installation: • Use all specified fasteners. See General Notes. • Use #14 screws to fasten to studs Gallery: Pilot hales for nunalactun19c purposes not yauiRd) 24a roll over Images below to see larger image • S/HDU Typical S/HDU Installation U.S. Patents 5,979,130 and 6,112,495 Load Table Gallery of images Additional Anchor Design Code Reports Drawings Related Categories Help for downloads top Load Table; See code report listinas below top These products are available with additional corrosion protection. Additional products on this page may also be available wilt this option, check Oh Simpson Strong -Tie for details. Model H Fasteners Stud Member Thickness' ASD LRFD Nominal Tension Load a Fdn Anchor Dta' StudDeflection Fasteners Tension Load; at ASD Load 7 Tension `: Load .<::• Deflection at LRFD Load 1 SIHDU4 77 V 6-#142.43 2-33 (2 20ga) 2320 0.093 3705 0.149 5685 (2-184_. 3825 0.115 6105 0.190 9365 2-54 (2-16ga) 3970 0.093 6345 0.156 9730 Steel Fixture 4470 0.063 7165 0.193 :: 0.250 17120 10470 S/HDU6 10% . 12x14 2-33 (2-20ga) 4895 0.125 _,,, • 8495`;:.' 2-43 (2-189a) 6125 0.119 9690;:::: ::•.;0.250 .': 15460 2-54 (2.16ga) 6125 0.108 :`' 9785:.::.' ::>;"0.234 +t'::r: 15005 Steel Fixture 5995 0.060 9580 ;'0.136 ': I 14695 SMDU9 ( { 12'/a %s 18414 2.33 (2.200 2-43 (2-18ga) 6965 0.103 11125 0.189 13165 9255 0.125 15485 0.250 21810 2.5-16g Steel Fixture 9990 12715 0.106 0.125 15960. 20510 0.225 24480 ^ 0.177 31455 SlHDU11 16% 27414 2-33 L2-2090) 6965 0.103 11125 0.189 < : 13165 2-43 (2.18g 9595 1 0.096 15330 ::: ` .' -' 0.162 23515 2-54 (2-16ga) 9675 0.110 `: DCI Erlaii'1EERS Project Subject Project No. Date use OS? rFFE Tki SZ13MtG v76 \NALL- v"�i:i4-rr (IQ 3o -F1) ((e ) 2 _ DCI enGinEEAS Project No. no' - o23c0Ey IA Sheet No. Project Date Subject By -24 ;Z, == 254- 11111111101111111 .:-DCI encstneeRs Project No. 1 a -423(.4 Sheet No, C2 -- Project Subject By LA St t.ti< 2.I ; Li f mom mom -DCI EnGInEERS Project No. Sheet No. 1St, Project Tciftti POSE Subject Date -4/t3/l By WAV AT 4- es VST w�L L T�-f O. : E A LL (9. '.45 (0. t U.=t E r 0.35 7l t -t 9.9E WALL 1 wEt tt-1- = too ) t12f+) ( ( t si f4. 75(e lb Lot, c•( o.71,(t.t 42) l 3 5f tOras. -r=0 Oil. 'VC Qv1 q sem, 5 Ito tb .:C CI enalrleens Project No. iCtt -n2,A5114 Sheet No. Project "fU KA CH0ase VLIcLitt,4 Date W 0/ Subject By A — U-14 C 9(. () } U CS2C0 - f}CS`��a` 5� too P6 • =ensineeRe NM= Project Subject Project No. zott-01-f42 Sheet Na. 5 IC By tat Ps; (f) 5/Hou i GC3Ci' 117 C' S Z 0©- C./ S www.hilti.us 3R Profis Anchor 2.4i Company: DCI Engineers Specifier: AH Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: 1 Tukwila Vulcan TI 7/17/2013 Specifler's comments: 1 Input data Anchor type and diameter: HIT-HY 200 + HAS 3/4 Effective embedment depth: het,act = 3.500 in. (her,iimit = - in.) Material: 5.8 Evaluation Service Report: ESR -3187 Issued I Valid: 4/1/2013 I 3/1/2014 Proof: design method ACI 318 / AC308 Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.143 in. Anchor plate: lx x I, x t = 6.000 in. x 24.000 in. x 0.143 in.; (Recommended plate thickness: not calculated) Profile: Rectangular HSS (AISC); (L x W x T) = 6.000 in. x 2.000 in. x 0.125 in. Base material: cracked concrete, 4000, fe' = 4000 psi; h = 6.000 in., Temp. short/long: 32/32 °F Installation: hammer drilled hole, installation condition: dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) no Geometry [in.] & Loading [Ib, in.Ib] z Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of NHS AG, Schaan www.hilti.us Profis Anchor 2.4.1 Company: DCI Engineers Page: Specifier: AH Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: E -Mail: 2 Tukwila Vulcan TI 7/17/2013 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 3041 2 3041 0 0 max. concrete compressive strain: - [%e] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.00010.000): 6082 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] 3 Tension load 0 0 0 0 aY Tension 01 Load Nus [Ib] Capacity +Nn [Ib] Utilization IIN = KAN. Status Steel Strength* 3041 15762 20 OK Bond Strength** 6082 9355 66 OK Concrete Breakout Strength** 6082 7518 81 OK * anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength Nsa = ESR value 4 Nsteel 2 Naa refer to ICC -ES ESR -3187 ACI 318-08 Eq. (D-1) Variables n Ase,N [in 2] feta [psi] 1 0.33 72500 Calculations Nsa [Ib] 24250 Results Nsa [lb] 4steel Nsa [Ib] Nua [Ib] 24250 0.650 15762 3041 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hitli AG, FL -9494 Schaan Hb is a registered Trademark of Hilti AG, Schaan ,www.hilti.us 1•011`TI Profis Anchor 2.4.1 Company: DCI Engineers Page: Specifier: AH Project: Address: Sub -Project I Pos. No.: Phone I Fax: I Date: E -Mail: 3 Tukwila Vulcan TI 7/17/2013 3.2 Bond Strength A Nag = (AN p) Wed,Na Wg,Na Wec,Na Wp,Na Na0 4)Nag ?-Nua ANa = see ICC -ES AC308, Part D.5.3.7 ANa0 = 4,Na Scr,Na = 20dTk.unv 5 3 hef 1450 _ Scr,Na 2 Wed,Na = 0.7 + 0.3 (Gamin) 5 1.0 Ccr,Na J RWg,Na = Wg.NaO + [( Savg)05 (1 Wg.Nao)] 2 1.0 Scr,Na 7.5 WO,NaO = V!1 - (V(7 - 1) • ( Tk.c \ 2 1.0 Tk,max,c ke = Tk,max,c rz—d h -V er' fc 1 Wec,Na = C 1 2eN 5 1.0 Scr,Na Wp.Na = MAX Ca,minr Ccr,Na 5 1.0 Cac Cac Nap = Tk,c Kbond • 1< d • hef ICC -ES AC308 Eq. (D -16b) ACI 318-08 Eq. (D-1) ICC -ES AC308 Eq. (D -16c) ICC -ES AC308 Eq. (0-16d) ICC -ES AC308 Eq. (D -16e) ICC -ES AC308 Eq. (D -16m) ICC -ES AC308 Eq. (D -16g) ICC -ES AC308 Eq. (D -16h) ICC -ES AC308 Eq. (D -16i) ICC -ES AC308 Eq. (D -16j) ICC -ES AC308 Eq. (D -16p) ICC -ES AC308 Eq. (D -16f) Variables Tk,c,uncr [psi] danchor [in.] her [in.] Ca,min [in.] Sa,„9 [in.] n Tk,c [Psi] 1880 0.750 3.500 00 6.750 2 1062 ke fc [psi] ec1,N [in.] ec2,N [in.] cc [in.] Kbomi 17 4000 0.000 0.000 6.752 1.00 Calculations r� Scr,Na [in.] Ccr,Ne [in.] ANa [in•2] ANa0 [!n?] Wed,Na Tk,max [psi] 10.500 5.250 181.13 110.25 1.000 854 W9,Na0 W8,Na Wec1,Na Wec2,Na Wp,Na Neo [Ib] 1.000 1.000 1.000 1.000 1.000 8761 Results Na, [lb] 4>bond 4> Na9 [ib] Nua [lb] 14393 0.650 9355 6082 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 HiIG AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Cil 1■■11`.TI www.hilti.us Profis Anchor 2.4.1 Company: DCI Engineers Page: Specifier: AH Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: E -Mail: 4 Tukwila Vulcan TI 7/17/2013 3.3 Concrete Breakout Strength Ncbg = �p__CO / yec,N yled,N U1c,N t}rcp,N Ncb, > Nua AN, see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) Nb Nice Nb = kc a '‘Tc hefs = 9 4 1 _\ `1+2eN 51.0 3het =0.7+0.3 (Ca.min�)51.0 1.5h = MAX(Ca,min 1.5her1 5 to Cac Cac / ACI 318-08 Eq. (D-5) ACI 318-08 Eq. (D-1) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) Variables hat [in.] ec1,N [in.] ec2,N [in.] Cam*, [in.] 3.500 0.000 0.000 cac [in.] kc x i't [Psi] 6.752 17 1 4000 y1c,N Calculations ANC [in.2] ACO [in.2] t{/ec1,N 4Iec2,N 181.13 110.25 1.000 1.000 Results Ncg[Ib] Oconcrete 4, Ncbg [Ib] Nua [Ib] 1.000 Yed,N 11566 0.650 7518 6082 1.000 lllcp,N 1.000 Nb [ib] 7040 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan I■■II`TI www.hilti.us Profis Anchor 2.4.1 Company: DCI Engineers Page: Specifier: AH Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: E -Mail: 5 Tukwila Vulcan TI 7/17/2013 4 Shear load Load Vea [Ib] Capacity 4)V,, [Ib] Utilization pv = Vua/41Vn Status Steel Strength* N/A N/A N/A N/A Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength (Bond Strength controls)* N/A N/A N/A N/A Concrete edge failure in direction ** N/A N/A N/A N/A * anchor having the highest loading **anchor group (relevant anchors) 5 Warnings To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor. Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! Condition A applies when supplementary reinforcement is used. The (p factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • The present version of the software does not account for adhesive anchor special design provisions corresponding to overhead applications. Refer to the ICC -ES Evaluation Service Report (e.g. section 4.1.1 of the ICC -ESR 2322) for details. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hiiti.us Profis Anchor 2.4.1 Company: Specifier: Address: Phone I Fax: E -Mail: DCI Engineers AH Page: Project: Sub -Project I Pos. No.: Date: 6 Tukwila Vulcan TI 7/17/2013 6 Installation data Anchor plate, steel: - Profile: Rectangular HSS (AISC); 6.000 x 2.000 x 0.125 in. Hole diameter in the fixture: df = 0.813 in. Plate thickness (input): 0.143 in. Recommended plate thickness: not calculated Cleaning: Premium cleaning of the drilled hole is required Coordinates Anchor In. Anchor x y c.x c+x c -y Anchor type and diameter: HIT-HY 200 + HAS, 3/4 Installation torque: 1200.002 in.lb Hole diameter in the base material: 0.875 in. Hole depth in the base material: 3.500 in. Minimum thickness of the base material: 5.250 in. AY 3.000 3.000 0-2 N (D 01 O W O 0 O 0 0 0 N 3.000 3.000 C+y 1 0.000 -3.375 2 0.000 3.375 0.x Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG. Schaan www.hilti.us -84 71— musieril Profis Anchor 2.4.1 Company: DCI Engineers Page: Specifier: AH Project: Address: Sub -Project I Pos. No.: Phone I Fax: I Date: E -Mail: 7 Tukwila Vulcan TI 7/17/2013 7 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Mutt AG, Schaan n Department of Community Development Jack Pace, Director • City of Tukwila Jim Haggerton, Mayor August 23, 2013 Cody Crawford 505 Fifth Av S Seattle, WA 98104 RE: Correction Letter #1 Development Permit Application Number D13-250 Vulcan – 3314 S 116 St Dear Mr. Crawford, 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, I can be reached at (206) 431-3670. Sincerely, <-32):4 Bill Rambo Permit Technician File No. D13-250 W:IPermit CenterlCorrection Letters120131D13-250 Correction Letter #1.docx 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: August 15, 2013 Project Name: Vulcan Permit #: D13-250 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. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. The design criteria referencing the 2012 codes have been corrected for the architectural plan. However the structural engineering plan "Structural Notes" (S-101) references the outdated codes as "Governing Codes". Also engineering references as adopted by the City of Redmond. It shall be the responsibility of the engineer to provide the plans with the changes to the design criteria conforming to the current 2012 IBC and reference City of Tukwila adopted codes. Provide revised engineered plans and all notes on the engineering set to show plan design criteria are consistent with current 2012 international and local City of Tukwila building codes. Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. August 1, 2013 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Charles Wright Tiscareno Associates 500 Union St, Suite 926 Seattle WA 98199 RE: Incomplete Letter #1 Development Permit Application Number D13-250 Vulcan — 3314 S 116 St Dear Mr. Wright, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 30, 2013 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: Building Department: Allen Johannessen at 206 433-7163 if you have any questions regarding the attached comments. Please address the comments 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 File No. D13-250 W: (Permit Centerllncomplete Letters120131D13-25O Incomplete Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: August 1, 2013 Project Name: Vulcan Permit #: D13-250 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (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. Provide a lighting budget form in compliance with 2012 Washington State Nonresidential Energy Code. 2012 NREC Compliance Forms for Lighting are available online at: http://www.neec.net/energy-codes , (scroll down to center of page). 2. As of July 1 2013 City of Tukwila adopted the 2012 International Building codes. Plan code notes and documents shall show or reference compliance with the current 2012 International Building codes with Washington State Amendments to include 2012 UPC, IMC, 2008 IEC, 2012 WSEC, 2009 ANSI and current local City of Tukwila codes. Only those pages with the revisions or corrections need to be resubmitted. Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. OPERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-250 DATE: 08/30/13 PROJECT NAME: VULCAN SITE ADDRESS: 3314.S 116 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # I Revision # after Permit Issued DEPARTMENTS: Building Division 1111 Public Works ❑ Fire Prevention Structural Planning Division E ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 09/03/13 Not Applicable Comments: 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 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/01/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center, Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ ' Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-250 DATE: 08-12-13 PROJECT NAME: VULCAN SITE ADDRESS.: . 3314 S 116 ST Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPA TMENTS: B din uivisieon 0 Public Works ❑ AtIK Fire Prevention Structural Planning Division Permit Coordinator U DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 08-13-13 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire El Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09-10-13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) NI Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: (� 8-.2-3� Departments issued corrections: Bldg Fire 0 Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-250 PROJECT NAME: VULCAN SITE ADDRESS: 3314 S 116 ST X Original Plan Submittal Response to Incomplete Letter # DATE: 07-30-13 Response to Correction Letter # Revision # After Permit Issued DEPA TMENT A�,> uublic As ilding Di�vision �— —'5 Fire Prevention Structural N n Planning Division Permit Coordinator 6 -FI 111S DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TiIncomplete DUE DATE: 08-01-13 Not Applicable Comments: Permit' Center£'Use:;Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg l& Fire ❑ Ping ❑ PW ❑ Staff Initials: �_ TUES/THURS ROUTING: Please Route Ti Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: n DUE DATE: 08-29-13 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 PLAN RE IEW CHECKLIST - (Nonstructural) By: L/ Date: 9 _ 7/7 Permit App. / 47-a ED IBC Edition ��& State Amend. Project title: +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Classify the building or portion thereof in accordance with Chapter 3 0 Determine the type of construction of the building in accordance with Chapter 6. Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. Review for conformity with General building height and area limitations in accordance with Chapter 5. �Re iv ew for conformity with special detailed requirements based on use and Occupancy. Review for conformity with Type of Construction requirements of Chapter 6. Review for conformity with Fire and Smoke protection features of Chapter 7. ?FC Review for conformity with requirements of interior finishes of Chapter 8. Review for conformity with requirements for fire protection systems of Chapter 9. review for conformity with requirements for means of egress requirements of Chapter 10 Review for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 Review for conformity with Washington State Energy Code. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ✓ In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. • 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: S `$6 I2 -o t3 ❑ Response to Incomplete Letter # Response to Correction Letter # O Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: t) • % 3 2So Project Name: Q Project Address: J' � k S t t6 T� ST S l'[1/k-W�(,.A4 '44 � t j 68 Contact Person: ,4i.NptZ ' U 'TSAI Phone Number: 32-6- 33 Seo Summary of Revision: (..4011(ZelC-ItieriiS r' cwt -(..6.70244.- ,JO)1S /O 2 �� '-6IZOPE • 1-w..1.A. I LA VVMt' 0 V SE AUG 302013, CEA/rept Sheet Number(s): s 101 5102— "Cloud" 1OZ"Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila PermitCent r by: Entered in Permits Plus on 1 ) 2t I/ \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: 1-2009 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: >/r/zo)3 Plan Check/Permit Number: D13-250 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # E Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Vulcan Project Address: 3314 S 116 St Contact Person: Avulf .e -t.4 'k cc.; Phone Number: 0 --Ob 2 25 - 33 5 C Summary of Revision: c CAA dt.to✓IS u o ckd ¢4- 201s LZ CL - 2. .eAst -t-D Ai, u)AILC6n 41 l o0 v UV— IOC ..-`411c 1 X42 UPC/ 2o1z IiC 2"t)g IC -C/1 ‘-use L 9,co 9 M451 t Gviet.2 'tet' -C ,J ( `,P (On 3 - Sheet Number(s): [s lerb "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 6j " figCEIVED CITY OF YUXWIIA AUB 12 1U1I1 0.E RQ$IT (;ENTER \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: Contractors or Tradespeople Peter Friendly Page General/Specialty Contractor A business registered as a construction contractor with LW 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 12/10/2013 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 WCIPLPL891R3 WCI PLUMBING LLC Construction Contractor Plumbing Unused 12/23/2011 12/23/2013 Active 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 Amount HOLOBAUGH, TRENT L Secretary 11/15/2010 DTC0526D7304C0F11 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 DTC0526D7304PHX10 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 7 Bond Company Name TRAVELERS CAS a STY CO OF AMER Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date SV4713 12/01•/2005 Until Cancelled $12,000.00 09/26/2005 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 20 Charter Oak Fire Ins Co DTC0526D7304C0F11 06/01/2011 06/01/2014 $1,000,000.00 05/10/2013 19 Phoenix Insurance Company, The DTC0526D7304C0F1106/01/2011 06/01/2012 $1,000,000.00 05/31/2011 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 DTC0526D7304IND07 06/01/2005 06/01/2010 $1,000,000.0005/22/2009 https://fortress.wa.gov/lni/bbip/Print.aspx 09/16/2013 TENANT IMPROVEMENT FOR: 3314 SOUTH 116TH STREET, TUKWILA, W 98168 VICINITY MAP NOT TO SCALE SYMBOL LEGEND 0 0 NUMBER SHEET 4NUMBER SHEET NUMBER SHEET 0 NUMBER SHEET CROSS REFERENCE ELEVATION SECTION WALL SECTION XXX ROOM NAMES ( XV( ) DOOR TYPE WALL TYPE DUPLEX RECEPTACLE QUAD RECEPTACLE LIGHT SWITCH ABBREVIATIONS 1H S A.F.F. CONC. EXIST. GA. GWB MAX MIN O.C. SF SIM TYP FV 1 HOUR FIRE RATING STORAGE ABOVE FINISHED FLOOR CONCRETE EXISTING GAUGE GYPSUM WALLBOARD MAXIMUM MINIMUM ON CENTER SQUARE FEET SIMILAR TYPICAL FIELD VERIFY PROJECT INFORMATION PROJECT ADDRESS: PARCEL NUMBER: LEGAL DESCRIPTION: ZONING:. CONSTRUCTION TYPE: BUILDING ELEMENTS: GENERAL NOTES 3314 SOUTH 116TH STREET, TUKWLA, WA, 98168 102304-9011 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 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 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 9.30922084814 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 MIC/L III B (FULLY SPRINKLERED) 2—HR RATING EXTERIOR BEARING WALLS (CONCRETE TILT—UP PANELS.), 0—HR RATING ALL OTHERS 1. DRAWINGS ARE NOT TO BE SCALED. 2. GENERAL CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. 3. THE GENERAL CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS AND NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4. THE GENERAL CONTRACTOR SHALL PROVIDE MECHANICAL, PLUMBING AND ELECTRICAL DOCUMENTS PRIOR TO CONSTRUCTION. THESE DOCUMENTS ARE DESIGN BUILD AND CONTRACTOR SHALL SUBMIT CONTRACT DRAWINGS TO BE APPROVED BY OWNER THAT REFLECT EXISTING CONDITIONS AND THE INTENT OF ARCHITECTURAL DRAWINGS. 5. DIMENSIONS MEASURE TO FACE OF STRUCTURE UNLESS NOTED OTHERWISE 6. ALL OUTLETS TO BE PLACED UNDER SEPARATE PERMIT, PER CODE. 7. ALL GYPSUM WALLBOARD TO BE 5/8" TYPE X WITH A LEVEL 4 FINISH UNLESS OTHERWISE NOTED. PAINT UNLESS OTHERWISE NOTED. COLORS BY OWNER. 8. DOORS AND CASED OPENINGS INDICATED ADJACENT TO WALL INTERSECTIONS SHALL BE LOCATED WITH THE 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 INTERSECTIONS, UNLESS OTHERWISE DIMENSIONED. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. 1-1077:: F visions will require a new plan submittal cnd may include additional plan review fees. APPLICABLE CODES 2012 INTERNATIONAL BUILDING CODE WITH WA STATE AMENDMENTS 2012 UNIFORM PLUMBING CODE 2012 INTERNATIONAL FIRE CODE 2012 INTERNATIONAL MECHANICAL CODE 2008 INTERNATIONAL ELECTRICAL CODE 2012 WA STATE ENERGY CODE 2009 ANSI CURRENT LOCAL CITY OF TUKWILA CODES 2012 WA STATE BUILDING CODE WA STATE REGULATIONS FOR BARRIER FREE FACILITIES DESIGN TEAM PROJECT DEVELOPER/ OWNER: CODY CRAWFORD VULCAN. 505 FIFTH AVE. S. SEATTLE, WA, 98104 206.342.2220 CodyC©vulcan .corn ARCHITECT: JAMES CADE TISCARENO ASSOCIATES 500 UNION STREET, SUITE 926 SEATTLE, WA 98101 T 206.325.3356: F 206.701.9769 jimc@tiscoreno.net STRUCTURAL ENGINEER: DCI ENGINEERS 818 STEWART STREET, SUITE 1000 SEATTLE, WA 98101 T 206.332.1900 F 206.332.1600 djacobs©dci—engineers.corrl GENERAL CONTRACTOR: (TBD) SEPARATE PERMIT REQUIRED FOR: nlechanical irrElectrical 1.qSumbing Gas Piping City of Tukwila k viSION PLANNING APPROVED No changes can be made to these plans without approval from the Planning Division of DCD Approved By: VkiL . Date: g—t--1j SHEET INDEX GENERAL G100 PROJECT GENERAL INFORMATION G101 CODE SUMMARY G102 GENERAL NOTES ARCHITECTURAL A001 EXISTING SITE PLAN Al 01 LEVEL 1 DEMOLITION FLOOR PLAN A102 LEVEL 2 DEMOLITION FLOOR PLAN A201 LEVEL 1 "FLOOR PLAN — EAST A202 LEVEL 1 FLOOR PLAN — WEST A203 LEVEL 2 FLOOR PLAN — EAST A204 LEVEL 2 FLOOR PLAN — WEST A401 BUILDING SECTIONS A410 WALL SECTIONS A601 WALL TYPES A602 WALL DETAILS A610 DOOR/WINDOW SCHEDULE AND DETAILS A611 ROOM FINISH SCHEDULE AND DOOR DETAILS A701 LEVEL 1 REFLECTED CEILING PLAN — EAST A702 LEVEL 1 REFLECTED CEILING PLAN — WEST STRUCTURAL S-101 S-102 S-201 S-202 S-203 S-204 S-301 S-302 S-303 STRUCTURAL GENERAL NOTES STRUCTURAL GENERAL NOTES, LEGEND AND ABBREVIATIONS STRUCTURAL STUD & SHEAR WALL PLAN — EAST STRUCTURAL STUD & SHEAR WALL PLAN — WEST STRUCTURAL FLOOR FRAMING PLAN — EAST STRUCTURAL FLOOR FRAMING PLAN — WEST STRUCTURAL FRAMING DETAILS STRUCTURAL FRAMING DETAILS STRUCTURAL FRAMING DETAILS FILE COPY Permit No. ►$ l Plan rry ew approval is subject to errors and omissions. A;'.: rr,e d of construction documents does not authorize ti ;•:;::.tion of any adopted code or ordinance. Receipt o► u provstl Field Copy and conditions is acknowledged: By Date: q / I t 1 20 12 City Of 1lrkwila BUILDING DIVISION b X3250 ..DATE. PLOTTED:. XX/XX/..201.3 REVIEWED FOR ,ODE COMPLIANCE APPROVED SEP 0 4 2013 City of Tukwila BUILDING DIVISION INCOMPLETE R # RECEIVED CITY OF TUKWILA AUG 1 2 2013 PERMIT CENTER JJWG_FILE.NO. VW—CGVERSHEET.dwg Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13008 DATE 6/3/13 DRAWN BY HC/CW PRINCIPAL IN CHARGE JC REVISIONS NO. DATE 1 7/16/13 -PRICING 2 8/12/13 - PERMIT REVISIONS ISSUE TYPE DATE PRICING 7/15/13 PERMIT 7/17/13 4556 REGISTERED ARCHITECT JAMES EDWIN CADE STATE OF WASHINGTON SHEET TITLE GENERAL PROJECT INFORMATION SHEET NO. G100 1 OF XX COPYRIGHT 2013 TISCARENO ASSOCIATES PS GENERAL NOTES: OCCUPANCY TYPE: OCCUPANT LOAD: DESIGN LOAD: EXITS REQUIRED: EXITS PROVIDED: EXIT WIDTH (1005.1): GROUP S-1 STORAGE (NO CHANGE TO EXISTING OCCUPANCY) 500 SF/PERSON = 82 PEOPLE 9 PEOPLE 2 3 9 PEOPLE X .15=1.35" PROVIDED 3 @ 36" PROVIDED EXIT ACCESS: (1014.2) MEANS OF EGRESS ARE NOT PROHIBITED THROUGH ADJOING OR INTERVENING ROOMS OR SPACES IN GROUP S WHEN ADJOINING OR INTERVENING ROOMS OR SPACES ARE THE SAME OR LESSER HAZARD OCCUPANCY GROUP. MAX. TRAVEL DISTANCE: S-1 250' SPRINKLERED SCOPE OF WORK: BUILDING AREA: PARKING: PLUMBING: EXISTING 41,267 SF WAREHOUSE CONSTRUCTED UNDER THE UBC 1991, AREA OF TENANT IMPROVEMENTS IS 41,267 SF, NO CHANGE OF USE. 41,267 SF (UNLIMITED BUILDING AREA FOR TWO STORY BUILDING, GROUP S OCCUPANCY). 61 STALLS EXISTING ON SITE. (51 STALLS WERE REQUIRED AT TIME OF CONSTRUCTION, USE AND OCCUPANCY HAS NOT CHANGED.) 1/2000 SF= 21 SPACES REQUIRED (TUKWILA ZONING CODE SEPT, 2000) NO CHANGE EXISTING TO REMAIN. WATER CLOSETS 41267/5000=4 MALE/ 4 FEMALE MALE: 1:1-50 FEMALE: 1:1-50 1 PER 40 OCCUPANTS OF EACH SEX EXISTING: MALE: 3 W.C. 2 URINALS, 2 LAVS, 1 SHOWER FEMALE: 3 W.C. 2 LAYS, 1 SHOWER 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2013 City of Tukwila BUILDING DIVISION co CODE SUMMARY PLAN SCALE: 1/16" = 1'-0" DATE PLOTTED: XX/XX/2013 RBCEIVED CITY -OF TUKWILA JUL 30 2013 PERMIT CENTER DWG FILE NO. VW-COVERSHEET.dwg T] SCA \ENO: ASSOCIATES llTECTldd tJhPAN,C!F..SIGt Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13008 DATE 6/3/13 DRAWN BY PRINCIPAL IN CHARGE JC REVISIONS NO. DATE ISSUE TYPE PRICING PERMIT DATE 7/15/13 7/17/13 4556 REGISTERED ARCHITECT JAMES EDWIN CADE STATE OF WASHINGTON SHEET TITLE CODE SUMMARY SHEET NO. G101 1 OF XX COPYRIGHT 2013 TISCARENO ASSOCIATES PS STEEL STUD SIZING FOR INTERIOR NON STRUCTURAL COMPOSITE STUD DESIGN FLAN G E WIDTH STUD SPACING ALLOWABLE DEFLECTION REF. STUD GAUGE MAX STUD HEIGHT 362S125-33 362S125-33 362S125-33 1 1/4" 12" OC L/240 20 17'-10" 1 1/4" 16" OC L/240 20 16'-5" 1 1/4" 24" OC L/240 20 14'-9" 600S125-33 600S125-33 600S125-33 1 1/4" 12" OC L/240 20 26'-9" 1 1/4" 16" OC L/240 20 24'-6" 1 1/4" 24" OC L/240 20 21'-7" STEEL STUD SIZING FOR INTERIOR NONSTRUCTURAL NON COMPOSITE 250S125-33 250S125-33 250S125-33 1 1/4" 12" OC L/240 20 13'-2" 1 1/4" 16" OC L/240 20 11'-11" 1 1/4" 24" OC L/240 20 10'-5" 362S125-33 362S125-33 362S125-33 1 1/4" 12" OC L/240 20 17'-1" 1 1/4" 16" OC L/240 20 15'-6" 1 1/4" 24" OC L/240 20 13'-6" 600S125-33 600S125-33 600S125-33 1 1/4" 12" OC L/240 20 26'-3" 1 1/4" 16" OC L/240 20 23'-11" 1 1/4" 24" OC L/240 20 20'-10" THIS DESIGN IS BASED UPON THE STEEL STUD MANUFACTURERS ASSOCIATION AND SPECIFICATIONS. VERIFY THAT MANUFACTURER'S PRODUCTS AND SPECIFICATIONS ARE EQUAL TO OR EXCEED THOSE LISTED HERE. LIMITING HEIGHT INDICATED IS FOR 5/8" THICK GYPSUM BOARD PANELS AND 5 PSF UNIFORM LOAD PERPENDICULAR TO PARTITION OR FURRING. CONSULT LOCAL CODE AUTHORITY FOR LIMITING CRITERIA. STEEL STUD SIZING NOTES 1. INFORMATION BASED ON STEEL STUD MANUFACTURERS ASSOCIATION PRODUCT TECHNICAL INFORMATION. REFER TO SSMA FOR MORE INFORMATION. 2. COMPONENT DESIGN: COMPUTE STRUCTURAL PROPERTIES OF STUDS IN ACCORDANCE WITH AISI "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" 3. DESIGN CRITERIA: 3.1. WIND LOADS IN ACCORDANCE WITH THE GOVERNING STATE OR LOCAL BUILDING CODE. 3.2. DEFLECTION IS L/240 FOR INTERIOR NON STRUCTURAL WALLS. 4. PROVIDE MANUFACTURER'S STANDARD STEEL RUNNERS (TRACKS), BLOCKING, LINTELS, CLIP ANGELS, SHOES, REINFORCEMENTS, FASTENERS, AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER FOR APPLICATIONS INDICATED AND AS NEEDED TO PROVIDE A COMPLETE METAL FRAMING SYSTEM. 5 INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND RECOMMENDATIONS. 6. COMPOSITE WALLS SHEATHED BOTH SIDES WITH 5/8" GYP. FULL HEIGHT. 7. DEMISING WALLS CONSIDERED NON COMPOSITE UNLESS SHEATHED WITH 5/8" GYP ON BOTH SIDES IMMEDIATELY, AT TIME OF INITIAL CONSTRUCTION. 8. SHEATHING ATTACHED WITH #6 SCREWS MIN. AT 12" OC MAX. 9. MINIMUM REQUIREMENTS ARE INDICATED TYPICAL, INCREASE GAUGE OF METAL FRAMING AND/OR DECREASE SPACING AS RECOMMENDED BY REFERENCE STANDARDS TO ACCOMPLISH SPANS INDICATED. 10. EXAMPLE STUD DESIGN DEFINITIONS: 600 S 162 - 54 600: MEMBER DEPTH. ALL MEMBERS TAKEN TO 1/100 IN. S : STUD OR JOIST SECTIONS 162: FLANGE WIDTH 54 : MATERIAL THICKNESS. MIN BASE METAL THICKNESS IN MILLIMETERS. REPRESENTS 95% OF DESIGN THICKNESS. GENERAL CONDITIONS: THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, APPLIANCES AND EQUIPMENT REQUIRED TO COMPLETE ALL WORK AS SHOWN ON CONTRACTOR SHALL MAINTAIN AT THE PROJECT SITE ONE (1) SET OF DRAWINGS, UNLESS OTHERWISE SPECIFIED. PRINTS TO RECORD AND INDICATE: ALL LOCATIONS OF UTILITIES, SYSTEMS, PIPES, CONDUITS, DUCT WORK, CABLING, ETC.; CHANGES THEWITHIN THE CONSTRUCTION DOCUMENTS; AND ANY OTHER ITEMS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY LICENSES, AND FEES, BOTH PERMANENTWHICH MAY EFFECT FUTURE CONSTRUCTION, RENOVATIONS OR ALL FULL HEIGHT PARTITIONS SHALL BE WEDGED LIGHTLY TO PERMITS,LICENSES, TEMPORARY, NECESSARYINSPECTIONSTEXECUTE OTHERTWORK. REPAIRS. THIS INFORMATION SHALL BE SUBMITTED TO THE OWNER CEILING GRID ABOVE. ANY ADDITIONAL BRACING SHALL BE PROVIDED ANDAND TENANT UPON COMPLETION OF THE PROJECT. BY THE FRAMING CONTRACTOR. THE CONTRACTOR SHALL VISIT AND WALK THROUGH THE SITE WITH AN ANY ADDITIONAL DRAWINGS REQUIRED FOR MECHANICAL, ELECTRICAL, CONTRACTOR SHALL COORDINATE ALL REQUIRED BLOCKING FOR AUTHORIZED REPRESENTATIVE AND REVIEW BUILDING CONSTRUCTION OR PLUMBING SYSTEM DESIGN OR FOR PERMIT SUBMISSION IS THE FURNITURE, SHELVING AND CABINETS, ETC. WITH THE APPROPRIATE REQUIREMENTS. COORDINATE WORK WITH REGARD TO TEMPORARY RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR, VENDOR. PROVIDE STRAPPING ON STUDS AT ALL CABINET WALLS AND UTILITIES, ALLOWABLE MATERIAL, TRAFFIC ROUTES, STORAGE OF UNLESS OTHERWISE NOTED. WHERE NOTED. TOOLS AND MATERIALS, USE OF TOILET FACILITIES, HOURS IN WHICH WORK IS ALLOWED, NOISE AND DUST CONTROL, CLEANUP AND OTHER MATTERS REQUIRING ADHERENCE TO BUILDING REQUIREMENTS. WOOD STUDS MUST BE LISTED BY AN APPROVED TESTING AND LISTING AGENCY AND MUST BE INSTALLED PER THE LISTING MANUFACTURER'S INSTALLATION INSTRUCTIONS, AS PER WASHINGTON BUILDING CODE. THE CONTRACTOR SHALL VERIFY ALL DRAWINGS AND WILL BE HELD RESPONSIBLE FOR THE CORRECTNESS AND LAYOUT OF WORK. ANY OMISSIONS AND /OR DISCREPANCIES IN THE DRAWINGS NOTED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO STARTING WORK. THE CONTRACTOR SHALL GUARANTEE AND MAINTAIN ALL WORKMANSHIP, MATERIALS AND LABOR FOR A PERIOD OF AT LEAST ONE YEAR, AS SPECIFIED IN ALL DRAWINGS AND NOTES FROM DATE OF COMPLETION IN CONTRACT AND MAKE GOOD ANY ITEM PROVING DEFECTIVE DURING THAT TERM WITHOUT ANY COMPENSATION. THE CONTRACTOR SHALL SUBMIT THIS GUARANTEE IN WRITING TO THE TENANT ON BEHALF OF THE CONTRACTOR AND THEIR SUB- CONTRACTORS. THE CONTRACTOR'S GUARANTEE SHALL EXTEND TO MATCH THE GUARANTEE FOR PRODUCTS, SYSTEMS, INSTALLATIONS THAT HAVE BEEN REQUIRED TO HAVE GUARANTEE LENGTHS IN EXCESS OF ONE YEAR, AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL, AT THE REQUEST OF THE TENANT, INSPECT ALL WORK, EQUIPMENT AND SYSTEMS PRIOR TO THE EXPIRATION OF THE GUARANTEE PERIODS AND REPAIR ALL ITEMS FOUND TO BE DEFECTIVE. THE CONTRACTOR SHALL PROTECT THE TENANT/OWNER FROM CLAIMS MADE UNDER WORKMAN'S COMPENSATION AND PUBLIC LIABILITY ACTS WHICH MAY ARISE UNDER THIS CONTRACT WHETHER BY THE CONTRACTOR, BY ANY SUB -CONTRACTOR OR ANYONE DIRECTLY/INDIRECTLY EMPLOYED BY THE CONTRACTOR. CERTIFICATES OF INSURANCE SHALL BE FILED WITH THE TENANT BEFORE STARTING THE JOB AND SHALL BE SUBJECT TO THE TENANT'S APPROVAL. NO EXTRA WORK SHALL BE PAID FOR EXCEPT ON THE WRITTEN ORDER OF THE ARCHITECT OR THE TENANT. WHERE CONNECTIONS ARE TO BE MADE TO EXISTING UTILITIES, THE CONTRACTOR SHALL MAKE THE MOST EFFICIENT AND RESPECTIVE DECISION OF LOCATING SUCH UTILITIES, UNLESS OTHERWISE NOTED. EACH CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS STEEL HANGER SUPPORTS, PIPE RACKS, PIPE ANCHORS, ETC., AS NECESSARY TO SUPPORT AND COMPLETE ALL EQUIPMENT INSTALLED UNDER THEIR CONTRACT. SUBSTITUTIONS FOR PRODUCTS SPECIFIED HEREIN SHALL BE PERMITTED WITH ARCHITECT'S APPROVAL. ANY REQUESTS FOR SUBSTITUTION BY THE CONTRACTOR SHALL BE SUBMITTED TO THE ARCHITECT WITH THE APPROPRIATE LITERATURE, SPECIFICATIONS, ETC. THE WARRANTY AND PERFORMANCE OF A SUBSTITUTED PRODUCT OF MATERIAL SHALL EQUAL OR EXCEED THE ORIGINAL SPECIFIED PRODUCT. IN ADDITION, CONTRACTOR SHALL WARRANT THAT SUBSTITUTED MATERIALS SHALL PERFORM AS SPECIFIED. THE CONTRACTOR SHALL COORDINATE ALL ASPECTS OF WORK WITH THE FOLLOWING: ALL SUB -CONTRACTORS AND SUPPLIERS ENGAGED TO PERFORM WORK; THE EXISTING FACILITIES AND CONDITIONS; THE OWNER AND TENANT; AND OTHER CONTRACTORS AS NEEDED. EACH SUB -CONTRACTOR, SHALL VERIFY AND REVIEW PROPOSED AND/OR EXISTING CONDITIONS WITHIN THE EXTENT OF THEIR WORK AND SHALL INFORM THE CONTRACTOR OF ANY WORK THAT WILL BE REQUIRED BY OTHERS FOR THE COMPLETION OF WORK. EACH CONTRACTOR SHALL PERFORM ALL EXCAVATION REQUIRED FOR THE INSTALLATION OF WORK AND FOR CONNECTIONS. EACH CONTRACTOR SHALL DO ALL NECESSARY BACKFILLING, TAMPING, GRADING AND REPAIRING OR REPLACING SOD, SIDEWALKS, BLACKTOP ACCESS AND STREETS WHICH MAY BE DISTURBED. SAMPLES SHALL BE SUBMITTED WITH FULL DOCUMENTATION IN SETS OF TWO, ONE SET WILL BE RETURNED. PROVIDE THREE OR MORE SAMPLESTHE CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY IN EACH SET WHERE VARIATIONS IN COLOR, PATTERN OR TEXTURE ARE UNDOCUMENTED STRUCTURAL COLUMNS OR CONDITIONS WHICH ARE NOTICEABLE; SAMPLES SHOULD REPRESENT THE AVERAGE CONDITION UNCOVERED UPON REMOVAL OF EXISTING WALLS IN THE TENANT AND THE EXTREME RANGE OF VARIATION. SAMPLE SUBMITTALS ARE THE CONTRACTOR SHALL FULLY BRACE AND OTHERWISE PROTECT ALL NONCOMBUSTIBLE FIRE STOPS SHALL BE INSTALLED AT OPENINGS WORK IN PROGRESS UNTIL THE BUILDING IS COMPLETE. AROUND VENTS CABLING, PIPES, DUCTS, CONCEALED SPACES WITHIN PARTITIONS, WALLS, FLOORS, ETC AT WALLS, CEILING AND FLOOR WRITTEN DIMENSIONS ALWAYS SUPERSEDE MEASURED OR SCALED LEVELS. DIMENSIONS; NEVER SCALE OFF DRAWINGS. LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. FLOORS, WALLS, CEILING, PARTITIONS, BEAMS, STUDS AND ANY OTHER PARTS OF THE BUILDING OR PREMISES WHICH ARE CUT, NOTCHED OR ALTERED IN THE INSTALLATION OF EQUIPMENT OR SYSTEMS SHALL BE LEFT IN A SAFE STRUCTURAL CONDITION. THESE INSTALLATIONS SHALL NOT CAUSE A DECREASE IN THE STRUCTURAL PERFORMANCE OF ANY PART OR ASSEMBLY TO FALL BELOW THAT WHICH SHALL BE THE MINIMUM REQUIRED BY THESE SPECIFICATIONS AND THE BUILDING CODES. ALL EQUIPMENT AND FURNITURE SUPPLIED BY THE TENANT OR OTHERS SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS FOR ACCESSIBILITY AND FLAME AND SMOKE CLASS REQUIREMENTS. IF REQUIRED BY THE FIRE MARSHALL, THE CONTRACTOR SHALL OBTAIN A CERTIFICATE OF OCCUPANCY FROM THE BUILDING DEPARTMENT. PRIOR TO START OF WORK THE CONTRACTOR, TENANT/OWNER SHALL HAVE A PRE -CONSTRUCTION MEETING TO DETERMINE THE EXACT SEQUENCING AND PHASING OF CONSTRUCTION. WORK SHOWN ON DRAWINGS SHALL BE PHASED SUCH THAT EACH SPECIFIC AREA SHALL FIRE RATED ASSEMBLIES: BE PROTECTED, DEMOLISHED AND COMPLETED. DOORS & GLAZING: ALL NEW GLAZING TO BE TEMPERED OR SAFETY, CLEAR GLASS, UNLESS OTHERWISE NOTED. ALL TEMPERED GLASS SHALL BEAR THE WORD "TEMPERED" IN THE CORNER OF THE GLASS AND BE VISIBLE AFTER INSTALLATION. DOOR HARDWARE, LOCKSETS, METAL FRAMES SHALL BE INSTALLED BY THE CONTRACTOR PER DOOR SCHEDULE, UNLESS OTHERWISE NOTED. ALL DOORS SHALL BE INSTALLED IN 16 GAUGE HOLLOW METAL FRAMES, UNLESS OTHERWISE NOTED. FRAMES SHALL BE KNOCK DOWN FRAMES AND SHALL BE SHOP PRIMED, UNLESS OTHERWISE NOTED. DOOR FRAMES SHALL HAVE RUBBER SILENCERS WHICH ARE TO BE INSTALLED AFTER FINAL PAINTING. ALL STUDS, JOISTS AND ACCESSORIES SHALL BE GALVANIZED WITH A EXIT DOORS SHALL BE READILY OPERABLE AT ALL TIMES FROM THE MINIMUM G-60 COATING AND OF THE TYPE, SIZE, STEEL THICKNESS SIDE WHICH EGRESS IS TO BE MADE. ALL EXITS SHALL BE READILY AND SPACING SHOWN ON THE PLANS. STUDS, RUNNER/TRACKS, ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. BRACING AND BRIDGING SHALL BE MANUFACTURED PER ASTM SPECIFICATIONS. INSULATION: CONNECTIONS SHALL BE ACCOMPLISHED WITH SELF -DRILLING SCREWSPROVIDE FULL SOUND INSULATION BATTS IN ALL WALLS AND CEILINGS AS OR WELDING SO THAT THE CONNECTION MEETS OR EXCEEDS THE NOTED. SUPPORT AS NECESSARY TO PREVENT MOVEMENT OR DESIGN LOADS REQUIRED AT THAT CONNECTION. DISLOCATION. OWENS CORNING THERMAL BATT FIBERGLAS INSULATION TO BE R-12 UNFACED, R-11 KRAFT FACED, R-19 KRAFT FACED, OR APPROVED STUDS SHALL BE INSTALLED SEATED SQUARELY, WITHIN 1/16", AGAINST EQUAL. THE WEB PORTION OF THE TOP AND BOTTOM TRACKS. TRACKS SHALL REST ON A CONTINUOUS, UNIFORM BEARING SURFACE. VERTICAL ALIGNMENT (PLUMBNESS) OF STUDS SHALL BE WITHIN 1/960TH (1/8" IN 10'-0") OF THE SPAN. HORIZONTAL ALIGNMENT (LEVELNESS) OF WALLS SHALL BE WITHIN 1/960TH (1/8" IN 10'-0") OF THEIR RESPECTIVE LENGTHS. GYPSUM WALLBOARD: INTERIOR WALLS SHALL BE FINISHED WITH 5/8" GYPSUM BOARD, LEVEL 4 FINISH, UNLESS OTHERWISE NOTED. INTERIOR FIRE RATED WALLS SHALL BE FINISHED WITH 5/8" TYPE 'X' SPACING OF STUDS SHALL NOT BE +/- 1/8" FROM THE DESIGNED GYPSUM WALLBOARD FULL HEIGHT TO BOTTOM OF STRUCTURE ABOVE. SPACING PROVIDED THAT THE CUMULATIVE ERROR DOES NOT EXCEED THE REQUIREMENTS OF THE FINISHING MATERIALS. ALL GYPSUM BOARD TO BE SECURELY FASTENED USING DRYWALL SCREWS. DAILY ACTIVITIES MUST BE RESPECTED BY THE CONTRACTOR WITH THE LEAST AMOUNT OF DISTURBANCE TO THE TENANT AND BUILDING OCCUPANTS. ANY DISRUPTIONS TO TENANT WORK OR OCCUPANCY MUST BE SCHEDULED IN ADVANCE. DEMOLITION AND ALTERATION NOTES: DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION THE CONTRACTOR SHALL MAINTAIN INTEGRITY OF THE STRUCTURE TO BE DEMOLISHED AND ADJACENT AREAS TO REMAIN WITH INTERIOR OF EXTERIOR SHORING, BRACING, OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF STRUCTURE. EXISTING STRUCTURE TO REMAIN SHALL BE SAFE AND PROTECTED FROM THE ELEMENTS AT ALL TIMES. AREA OF WORK SHALL BE KEPT CLEAN AT ALL TIMES. WHERE THE EXISTING WORK IS TO BE CUT, UNDERPINNED AND/OR SHORED, THE CONTRACTOR SHALL PROVIDE ALL SHORING, NEEDING, BRACING, WEDGING, AND DRY PACKING, AND BE RESPONSIBLE FOR THE SAFETY OF THE STRUCTURE DURING THESE OPERATIONS. THE CONTRACTOR SHALL REPAIR AND PATCH ANY AREAS THAT ARE ALTERED OR DAMAGED DURING THE PROCESS OF THE ALTERATION. THE CONTRACTOR SHALL PROTECT AND PRESERVE ALL SURFACES TO BE RETAINED; REPAIR AND PATCH ANY AREAS THAT ARE ALTERED OR DAMAGED DURING THE PROCESS OF THE ALTERATION. WALLS, DEMISING OR INTERIOR SHALL BE RATED AS REQUIRED BY CODE AND AS NOTED IN DRAWINGS. ANY PENETRATION THROUGH AN EXISTING FIRE RATED WALL MUST RETAIN THE FIRE RATED ASSEMBLY, IF ONE EXISTS. PENETRATIONS MADE IN RATED WALL ASSEMBLIES SHALL NOT ALTER THE PERFORMANCE OF ASSEMBLY AND MUST MEET THE APPROPRIATE FINISHES AND PAINT: ASTM PENETRATION REQUIREMENTS. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH MECHANICAL, ELECTRICAL, PLUMBING SYSTEMS IN ORDER TO LOCATE EQUIPMENT, DUCTS AND REGISTERS, LIGHT HOUSINGS, WASTE LINES, ETC. IF NOT SPECIFIED IN DRAWINGS. DRAFTSTOPPING AND FIRE BLOCKING, MATERIALS SHALL COMPLY WITH THE WASHINGTON STATE BUILDING CODE. THE CONTRACTOR SHALL PATCH AND REPAIR EXISTING CONSTRUCTION TO MAINTAIN INTEGRITY OF ANY FIRE PROTECTIVE MATERIAL, COVERINGS, ASSEMBLIES OR ENCLOSURES WHERE DISTURBED BY SCOPE OF WORK. ALL INTERIOR FINISHES SHALL BE APPLIED IN ACCORDANCE TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL USE APPLICATORS AND TECHNIQUES BEST SUITED FOR THE MATERIALS AND SURFACES TO WHICH THEY ARE BEING APPLIED. ALL SCOPE OF WORK SHALL MATCH OR EQUAL THE RATINGS, IF ANY, OFGYPSUM WALLBOARD SHALL RECEIVE ONE COAT OF DRYWALL PRIMER - THE SURROUNDING WORK, AS APPROPRIATE. THE CONTRACTOR SEALER PRIOR TO FINISH PAINT APPLICATION. ALL WOOD REQUIRED TO SHALL CONTACT THE TENANT AND ARCHITECT IF ANY AREAS BE JOB PAINTED SHALL BE PRIMED AND SEALED. UNCOVERED MAY REQUIRE ADDITIONAL ANALYSIS OR CLARIFICATION. EMERGENCY REQUIREMENTS: EXIT SIGNS SHALL BE PROVIDED IN ACCORDANCE TO CODE. IF SIGNS EXIST, THEY SHALL BE TESTED TO ENSURE OPERATIONS MEET THOSE STANDARDS. EXIT SIGNS SHALL BE ELECTRONICALLY ILLUMINATED AND POWERED BY SEPARATE CIRCUITS. IF AVAILABLE, SEE ELECTRICAL NOTES. PROVIDE ONE CIRCUIT FOR THE EMERGENCY LIGHTING SYSTEM. ANY DAMAGE CAUSED BY PAINTING SHALL BE CORRECTED BY CLEANING, REPAIRING OR REPLACING AND REFINISHED UPON OWNER'S REQUEST. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF ONE GALLON OF EACH COLOR PAINT TO THE TENANT FOR FUTURE TOUCH-UP WORK. CONTRACT CLOSEOUT: THE CONTRACTOR SHALL NOTIFY THE TENANT AND OWNER TO PERFORM A PRELIMINARY FINAL INSPECTION. A PUNCH LIST OUTLINING WORK TO BE CORRECTED, FINISHED, PERFORMED OR COMPLETED SHALL BE EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS SUBMITTED BY THE CONTRACTOR. ALL WORK OUTLINED ON THE INITIAL OCCUPIED WITH LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE PUNCH LIST SHALL BE COMPLETED BY THE CONTRACTOR PRIOR TO THE ANY MATERIALS DEEMED AS HAZARDOUS, SHALL BE REMOVED, FOOTCANDLE AT FOOT LEVEL. FINAL INSPECTION AND BEFORE THE PROJECT WILL BE ACCEPTED. ENCAPSULATED OR LEFT IN ITS PRESENT CONDITION AS REQUIRED BY AFTER ALL REQUIREMENTS PREPARATORY TO THE FINAL INSPECTION FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR SHALL UTILIZE THE COLOR AND DESIGN OF SIGNS SHALL MEET LOCAL BUILDING, FIRE, HAVE BEEN COMPLETED, THE CONTRACTOR SHALL NOTIFY THE TENANT THE APPROPRIATE TECHNIQUES, PROCEDURES AND DISPOSAL AND ELECTRICAL CODE. AND OWNER TO PERFORM A FINAL INSPECTION. IF ALL WORK HAS BEEN METHODS COMPLETED INCLUDING PUNCH -LIST ITEMS FROM PREVIOUS PER STANDARD PRACTICE OF FEDERAL, STATE AND LOCAL CODES. SPRINKLER SYSTEMS, FIRE ALARMS, DETECTION & FIRE INSPECTIONS AND NO FURTHER CORRECTIONS ARE REQUIRED, THEN THE TENANT AND OWNER SHALL RECOMMEND FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR SHALL REMOVE EXISTING UNUSED MECHANICAL EQUIPMENT, DUCT WORK, PLUMBING FIXTURES, PIPING SYSTEMS, EXPOSED WIRE AND CABLES, ETC. SPACE, SO DRAWINGS MAY BE REVISED PER CONDITIONS. FOR THE REVIEW OF COLOR, TEXTURE PATTERN AND 'KIND'; CONTRACTOR SHALL KEEP THE RETURNED SAMPLES AT THE PROJECT THE CONTRACTOR IS CAUTIONED TO MAKE CONTINUED SITE FOR QUALITY CONTROL PURPOSES. OBSERVATIONS OF THE EXISTING STRUCTURE DURING THE PERFORMANCE OF WORK AND NOTIFY OWNER OF ANY CHANGES. SHOP DRAWINGS WILL BE REVIEWED WHEN SUBMITTED TO THE OWNER BEARING CONTRACTOR'S 'APPROVED' STAMP. IN ADDITION, THE ALL DEMOLITION SHALL BE IN ACCORDANCE WITH CURRENT FIRE CONTRACTOR SHALL NOTE AND ENCIRCLE ON SHOP DRAWINGS ANY CODES AND LOCAL ORDINANCES. VARIATIONS FROM. THE CONSTRUCTION DOCUMENTS CAUSED BY ANY REASON INCLUDING STANDARD SHOP PRACTICES. REVIEW OF THE SHOP DRAWINGS WILL BE GENERAL TO DETERMINE CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR ACCURACY OF: SHOP DRAWINGS, AS -BUILT AND FIELD MEASUREMENTS, QUANTITIES; AND FOR PROPER FITTINGS OR CONSTRUCTION OF WORK REQUIRED BY THE CONTRACT DOCUMENTS BUT NOT INDICATED ON SHOP DRAWINGS. REVIEW SHOP DRAWINGS SHALL NOT BE CONSTRUED AS APPROVING DEPARTURES FROM CONTRACT REQUIREMENTS OR AS ACCEPTANCE OF RESPONSIBILITY BY THE OWNER, TENANT AND OR ARCHITECT. WOOD STUDS & FRAMING: STUD SIZING BASED ON THE AMERICAN LUMBER STANDARD COMMITTEE. WALLS SHALL BE CONSTRUCTED OF WOOD STUDS, AS NOTED ON DRAWINGS. SUPPLEMENTARY FRAMING, RUNNERS, FURRING, BLOCKING AND BRACING SHALL BE INSTALLED AS REQUIRED WHEN OTHER WORK CANNOT BE ADEQUATELY SUPPORTED ON SPECIFIED SHEATHING ALONE. EXTINGUISHERS: ALL ITEMS SHALL COMPLY WITH ALL APPLICABLE CODES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE START-UP OF ALL THE CONTRACTOR SHALL VERIFY EXISTING FIRE ALARMS, FIRE- EQUIPMENT FURNISHED, INSTALLED OR SERVICED UNDER THIS DETECTION SYSTEMS, MANUAL ALARM BOXES AND SIGNALING SYSTEMSCONTRACT. THE CONTRACTOR SHALL VERIFY THAT ALL APPLIANCES, TO COMPLY WITH THE CURRENT BUILDING & FIRE CODE. MECHANICAL, ELECTRICAL, PLUMBING EQUIPMENT ARE FUNCTIONAL AND MODIFICATIONS OPERATIONAL. ENSURE THAT ALL PLUMBING AND HVAC EQUIPMENT IS SHALL BE ON TIME AND MATERIALS BASIS ONLY AFTER PRIOR OPERATING QUIETLY AND FREE FROM VIBRATION. APPROVAL. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED BY THE TENANT AS REQUIRED BY THE FIRE MARSHALL. EXTINGUISHERS SHALL BEAR THE LABEL OF AN APPROVED AGENCY AND BE OF AN APPROVED TYPE. EACH FIRE EXTINGUISHERS SHALL HAVE A RATING OF 2A, UNLES OTHERWISE NOTED. FINAL CLEANING: AT THE TIME OF PROJECT CLOSE-OUT, THE CONTRACTOR SHALL THOROUGHLY CLEAN AND READY THE TENANT'S SPACE FOR FULL OCCUPANCY. THIS SHALL, AT A MINIMUM, INCLUDE ALL LIGHT FIXTURES, REPLACEMENT OF BURNED OUT LAMPS, REMOVAL OF NON -PERMANENT PROTECTION AND LABELS, TOUCH-UP OF ANY MINOR FINISH DAMAGE, AND CLEANING OR REPLACEMENT OF SYSTEM FILTERS. DAMAGE TO ANY FINISH SURFACE EQUIPMENT OR OBJECT CAUSED WALL MOUNTED EXTINGUISHERS SHALL BE PROVIDED AND INSTALLED DURING CLEANING SHALL BE REPAIRED OR REPLACED BY THE BY THE TENANT UPON FIRE MARSHALL'S APPROVAL OF LOCATION AND CONTRACTOR AT THEIR OWN COST. TYPE, UNLESS OTHERWISE NOTED. INSTALL EXTINGUISHERS UNDER 40 THE CONTRACTOR SHALL PROVIDE A BINDER CONTAINING MAINTENANCE POUNDS NO MORE THAN 5'-0" AFF TO THE TOP OF THE UNIT AND NO LESS THAN 4" AFF FROM THE BOTTOM OF THE UNIT. FIRE SUPPRESSION FOR VAULT ROOM SHALL BE AN FM200 SYSTEM MANUALS INCLUDING OPERATING INSTRUCTIONS, SPARE PARTS, WARRANTIES, INSPECTION PROCEDURES, DIAGRAMS, SAFETY, SECURITY AND SIMILAR APPROPRIATE DATA FOR EACH SYSTEM OR EQUIPMENT ITEM. FIRE SUPPRESSION FOR ACCLIMATION ROOM 103, NON -COLD STORAGE AT FINAL PAYMENT, THE CONTRACTOR SHALL DELIVER TO THE TENANT A 106 AND COLD STORAGE 107 SHALL BE DRY PIPE PRE -ACTION COMPLETE RELEASE OF ALL SUB -CONTRACTORS AND SUPPLIERS LIENS ARISING OUT OF THIS CONTRACT OR RECEIPTS IN FULL COS/ERING ALL LABOR AND MATERIALS FOR WHICH A LIEN COULD BE FILED OR A BOND SATISFACTORY TO THE TENANT INDEMNIFYING THE TENANT AGAINST ANY LIEN. DATE PLOTTED: XX/X)/2013 DWG FILE NO. VW-COVERSHEET.dwg 1 SCAP E N O ASSOCIATES ARCHITECTURE S UR El AN DE IG Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13008 DATE 6/3/13 DRAWN BY CW PRINCIPAL IN CHARGE JC REVISIONS NO. DATE REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2013 CC of Tukwila BUILDING DIVISION ISSUE TYPE PRICING PERMIT RECEIVED DATE 7/15/13 7/17/13 CITY OF TUKWILA JUL 302013 PERMIT CENTER 4.55.6 REGISTERED. ARCHITECT JAMES EDWIN CADE STATE OF WASHINGTON. SHEET TITLE GENERAL NOTES SHEET NO. G102 1 OF XX COPYRIGHT 2013 TISCARENO ASSOCIATES PS • -•-• CITY OF TUKWI CCESS ROAD DUWA I H RIVER • • EXI ING FIR HYDRANT, F.D. ACC NEW 10\,HIGH CHAIN LINK FENS • (EXISTING PARKING) EXISTING LOADING BAYS EXISTING FIRE HYDRANT • PROPERTY LINE 1r 0 4' 8' 16' EXISTING SITE PLAN SCALE:1" = 20'-0" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 3 0 2013 PERMIT CENTER b13 -ivo/..,sv DATE PLOTTED: REVDATE DWG FILE N0. FNAME TISCARENO ASSOCIATES ARCH!TFC.Ti?RF '- liRDAN D'ES <, . Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13008 DATE 6/3/13 DRAWN BY HC/CW PRINCIPAL IN CE,LARGE JC REVISIONS NO. DATE 1 13/7/15 - LOCKING GATES 2 13/07/17 - GATE LOC'S ISSUE TYPE DATE PRICING 7/15/13 PERMIT 7/17/13 45.5 REGISTERED ARCHITECT T" JAME EfWIN CADE STATE OF WASHINGTON SHEET TITLE EXISTING SITE PLAN SHEET NO. A-001 X OF X COPYRIGHT 2013 TISCARENO ASSOCIATES PS D 0 N 0 0 0 1 U) N 0 in 25'-6" DEMO EXIST. DEMISING WALL DEMO DOOR AND RECITES 24'-6" NON -DASHED WALLS REMAIN DEMO WALLS SHOWN DASHED -B—DEMO- DOORS AND FRAMES I� L� =91 II`' IL L II II r ILY 0 50'-0" 50'-0" 0 X� Xr] 0 0 LTi 00 S riD 0 0 0 Tij II II Iu IIr II . II II I DEMO EXIST. STAIR I- -II A� qI DEMO EXIST. STAIR -(NOTES 1,2,3) DEMO EXIST. COLUMNS FOR MEZZANINE SU II PORT II I� cb L 03 A 50'-0" 53'-0" H 53'-0" A DEMO WALL PORTION FOR NEW OPENING A — 7 3 SALVAGE AND REUSE THESE DOORS DEMO WALLS SHOWN DASHED GENERAL NOTES: 1. ALL MEASUREMENTS TO BE VERIFIED IN FIELD.. 0 25'-6" fl T o[ 00 bk3ft NOTES TO DRAWING: REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2013 City of Tukwila BUILDING DIVISION 1. DEMO CARPET, SCRAPE CARPET GLUE, SAND AND SEAL. 2. DEMO HVAC DUCTS AND PROVIDE FOUR WAY DIVERTER BELOW ROOF. MECHANICAL CONTRACTOR TO CONFIRM FREEZE PROTECTION. 3. REMOVE EXISTING LIGHTING. LEGEND: 0 4' 8' DEMOLISH WALLS SHOWN DASHED EXISTING WALLS TO REMAIN 1 FIRST FLOOR DEMOLITION PLAN SCALE: 1/16" =1-0 RECEIVED CITY OF TUKWILA 16' DATE PLOTTED: REVDATE JUL 302013 PERMIT CENTER DWG FILE NO. FNAME 'TETGTUR ; UPFS1G' Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13008 DATE 6/3/13 DRAWN BY PRINCIPAL IN CHARGE CW JC REVISIONS NO. DATE 1 7/16/13 - PRICING 2 7/17/13 - EXIST. DOOR/WALL ISSUE TYPE PRICING PERMIT DATE 7/15/13 7/17/13 4556 REGISTERED AricHITECT JAMES EDWIN CSE STATE OF WASHMITON SHEET TITLE LEVEL 1 DEMOLITION FLOOR PLAN SHEET NO. A-1 01 X OF X COPYRIGHT 2013 TISCARENO ASSOCIATES PS CB co 0 ■. DEMOLISHED WALL SHOWN DOTTED BELOW • • • • • • • • • • • • • • • -tl Lt - DEMO WALLS SHOWN DASH L r' r IF 17nT1 nTnTITnr I \ i II I I I I I I -f fi T i I I I I I I I II UJILILII LI LI L1L' -_--.-;)=----=--t----4,- \ �____ II li I I li 1r -i i. j�=J ',1 ii •rr�--i1 ii II ii ii II ii DEMO FLOOR AND Ii '=- -1 JJ STRUCTURE THIS AREA F- EXIST. WALLS THIS AREA REMAIN EXIST. WALLS THIS AREA REMAIN ROOM, WALLS, STAIRS AND PARTIAL LANDING TO REMAIN DEMO STAIRS SALVAGE AND REUSE THIS DOOR DEMO STAIRS DEMO WALLS SHOWN DASHED NOTES (1,2,3) 40 N DEMO WALLS SHOW DASHED r J GENERAL NOTES: 1. ALL MEASUREMENTS TO BE VERIFIED IN FIELD. NOTES TO DRAWING: REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2013 City of Tukwila BUILDING DIVISION 1. DEMO CARPET, SCRAPE CARPET GLUE, SAND AND SEAL. 2. DEMO HVAC DUCTS AND PROVIDE FOUR WAY DIVERTER BELOW ROOF. MECHANICAL CONTRACTOR TO CONFIRM FREEZE PROTECTION. 3. REMOVE EXISTING LIGHTING. LEGEND: �r 0 4' 8' d von,*6 „,4*2--stro DATE PLOTTED: REVDATE DEMOLISH WALLS SHOWN DASHED EXISTING WALLS TO REMAIN 16' SECOND FLOOR DEMOLITION PLAN SCALE: 1/16" = RECEIVED CITY OF TUKWILA JUL 3 0 2013 PERMIT CENTER DWG FILE NO, FNAME T O ASSSOARENIATIS ITFCTtt r`r,ki 3AN,'GESIC I"� ^; Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13008 DATE 6/3/13 DRAWN BY CW PRINCIPAL IN CHARGE JC REVISIONS NO. DATE ISSUE TYPE PRICING PERMIT DATE 7/15/13 7/17/13 4556 REGISTERED ARCHITECT .TAMES EDWIN CADS STATE OF WASH INaTON SHEET TITLE LEVEL 2 DEMOLITION FLOOR PLAN SHEET NO. A-102 X OF X COPYRIGHT 2013 TISCARENO ASSOCIATES PS / EXIST. WAL AREA THIS / REMAI NOTES TO DRAWING: REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2013 City of Tukwila BUILDING DIVISION 1. DEMO CARPET, SCRAPE CARPET GLUE, SAND AND SEAL. 2. DEMO HVAC DUCTS AND PROVIDE FOUR WAY DIVERTER BELOW ROOF. MECHANICAL CONTRACTOR TO CONFIRM FREEZE PROTECTION. 3. REMOVE EXISTING LIGHTING. LEGEND: �r 0 4' 8' d von,*6 „,4*2--stro DATE PLOTTED: REVDATE DEMOLISH WALLS SHOWN DASHED EXISTING WALLS TO REMAIN 16' SECOND FLOOR DEMOLITION PLAN SCALE: 1/16" = RECEIVED CITY OF TUKWILA JUL 3 0 2013 PERMIT CENTER DWG FILE NO, FNAME T O ASSSOARENIATIS ITFCTtt r`r,ki 3AN,'GESIC I"� ^; Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13008 DATE 6/3/13 DRAWN BY CW PRINCIPAL IN CHARGE JC REVISIONS NO. DATE ISSUE TYPE PRICING PERMIT DATE 7/15/13 7/17/13 4556 REGISTERED ARCHITECT .TAMES EDWIN CADS STATE OF WASH INaTON SHEET TITLE LEVEL 2 DEMOLITION FLOOR PLAN SHEET NO. A-102 X OF X COPYRIGHT 2013 TISCARENO ASSOCIATES PS 50'-0" 53'-0" 53'-0" 25'-6" cc) cD) 0 in 0 0 0 in N 0 0 0 N 0 iG FORT DENT DUWAMISH (1C38) lb 15"AFF SALVAG AND REUSE XIST. DOORS 15"AFF HAZELNUT (EXIST. LIFT) 15"AFF 103 ACCLIMATION RM 1.000 SF 15"AFF III 1:: ��15"PIFF ijL1 8 14'-0" NEW RECEP. TYP. 15"AFF 5"AF 003!9 0) 104 ART OFFICE 335 SF 15"FF F X15 "AFF U.. FURNITURE SHOWN FOR REFERENCE ONLY (N.I.C.) 0 0 SALVAGE AND RELOCATE EXIST. ACCESS LADDER W /CAGE co EXIST. ACCESS LADDER W/CAGE TO REMAIN 1 FOSTER WAREHOUSE FOSTER ANNEX SERVER ROOM EXISTING ELECTRICAL RM EXIST. OVERHEAD DOOR TYP EXIST. DOCK LEVELERS NEW WALL 102 WORK ROOM 610 SF SECURITY NEW RECEP. ' 15"A 111 5 101 RECORDS MGMT 283 SF A-410 EXIST. TOILET 0 0 C O SPRINKLER RISE EXISTING OFFICE m 0 4' NOTES TO DRAWING: 1. DIMENSIONS TAKEN FROM FACE OF STRUCTURE, UNO. 2. PROVIDE DRY PIPE PRE -ACTION FIRE SUPPRESSION SYSTEM IN ACCLIMATION ROOM 103 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2013 City of Tukwila BUILDING DIVISION LEGEND: EXISTING WALLS TO REMAIN NEW WALLS _ = DEMOLISHED WALLS H GT. H DUPLEX POWER RECEPTACLE HGT. QUAD POWER RECEPTACLE S' E-FIRST FLOOR PLAN - EAST lRST /SCALE: 1/8 - 1'-0" RECEIVED CITY OF TUKWILA 16' DATE PLOTTED: REVDATE JUL 302013 PERMIT CENTER DWG FILE NO. VW -FP -01 TARE ;7 O ASSOC IATE a CN�T=CTUR�+1..IRE1AN DESIGN Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13008 DATE 6/3/13 DRAWN BY CW/AT PRINCIPAL IN CHARGE JC REVISIONS NO. DATE 1 7/17/13 ISSUE TYPE DATE PRICING 7/15/13 PERMIT 7/17/13 4 6 REGISTERED ARCHITECT JAMES EDWIN LADE STATE OF WASH 1NGTON SHEET TITLE LEVEL 1 FLOOR PLAN - EAST SHEET NO. A-201 X OF X COPYRIGHT 2013 TISCARENO ASSOCIATES PS 7� J NOTES TO DRAWING: 25'-6" 24'-6" 50'-0" 50'-0" 1. DIMENSIONS TAKEN FROM FACE OF STRUCTURE, UNO. 2. EXISTING DOOR KEPT CLOSED AND LOCKED, PROVIDE SIGN INDICATING "DOOR IS BLOCKED ON INSIDE, PLEASE USE OTHER ENTRANCE DOORS." 1 I FZENO ASSOCIATES ARC -1 rrcit3 E+ljPlAN;DFSIGN :. W 3. PROVIDE DRY PIPE PRE -ACTION FIRE SUPPRESSION SYSTEM IN COLD106. (DESIGN BUILD BY MANUFACTURER) 0 0 OFFICE 107 COLD STORAGE 414 SF SII Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13008 VAULT 3,789 SF 0 LO N DRAWN BY EXISTING DOOR, SEE NOTE 2 EXIST. SHOWER ROOMS K ROOM 6/3/13 CW JC PRINCIPAL IN CHARGE REVISIONS NO. DATE L. NEW INFILL WALL TO MATCH ADJACENT WALL ASSEMBLY EXIST. MEN NEW INFILL WALL TO MATCH EXISTING ADJACENT WALL ASSEMBLY 1 7/16/13 - EXIST. DOOR / FENCING 2 7/17/13 6 10'-0 1f NEW 10'-0" HIGH PARTITION taNNWOMMBROM f'f`l 0 ('f`l EXIST. CONC. WALK EXISTING STAIR TO REMAIN EXIST. ACCESS LADDER AND ENCLOSU E TO REMAIN 0 0 DE STORAGI1 FAMILY STORAGE 2,432 SF EXIST. 0 EXIST. DOOR 0 RELOCATE EXISTING DOOR I ISSUE TYPE PRICING PERMIT 7/15/13 7/17/13 OFFICE (EXIST. PARKING AREA) NEW 10'-0" SLIDING GATE NO NEW ELECTRICAL EQUIPMENT IN THIS ROOM. EXISTING PANELS AT EAST WALL TO REMAIN. REVIEWED FOR CODE COMPLIANCE APPROVED NEW 10'-0" HIGH PARTITION ALIGN W/EXIST. I WALLS ABOVE (FV) LARGE OBJECTS STORAGE 29'-8" SEP 0 4 2013 in N NEW 10'-0" HIGH CHAIN LINK FENCE, SEE SITE PLAN A-001 FOR FULL EXTENT OF FENCING NEW 10'-0" CHAIN LINK FENCE W/SCREEN 111 LEGEND: City of Tukwila BUILDING DIVISION JAMES EDWIN CADE 'NATE OF WASH WON ELECT. RM I 0 0 NEW 10' HIGH CHAIN LINK GATE 1O6 NON -COLD LIBRARY STORAGE 668 SF 0 N EXISTING WALLS TO REMAIN NEW WALLS DEMOLISHED WALLS HGT. DUPLEX POWER RECEPTACLE HGT. QUAD POWER RECEPTACLE SHEET TITLE TYP. I ) ' Min Ply EXISTING DOOR KEPT CLOSED AND LOCKED, PROVIDE SIGN INDICATING "DOOR IS BLOCKED ON INSIDE, PLEASE USE OTHER ENTRANCE DOORS." 13 -mss LEVEL1 FLOOR PLAN - WEST SHEET NO. FIRST FLOOR PLAN - WEST SCALE: 1/8" = 1'-O" RECEIVED CITY OF TUKWILA 0 4' 8' 16' DATE PLOTTED: REVDATE JUL 302013 PERMIT CENTER DWG FILE NO. VW -FP -01 COPYRIGHT 2013 TISCARENO ASSOCIATES PS 50' - lI 53'-0" 53'-0" 25'-6" • 0 0 0 0 0 0 in (N 0 I EXIST. STORA FORT DENT) (LID -OF EXIST. STORACE) (HAZELNU T I I (LID OF NEW ACCLIMATION ROOM) LID OF NFA ART OFFICE I J (LID OF EXIST. FOSTER) OPEN TO BELOW P (LID OF EXIST. WORKROOM) NOTES TO DRAWING: 1. DIMENSIONS TAKEN FROM FACE OF STRUCTURE, UNO. IF P L_ P (LID OF EXIST. OFFICE) p �3- cist) REVIEVVED FOR CODE COMPLIANCE APPROVED SEP 04 2013 City of Tukwila BUILDING DIVISION LEGEND: EXISTING WALLS TO REMAIN NEW WALLS DEMOLISHED WALLS IO SECOND FLOOR PLAN -EAST SCALE: 1/8" = 1'-0" RECEIVED CITY OF TUKWILA JUL 30 2013 PERMIT CENTER 0 4' 8' 16' DATE PLOTTED: REVDATE DWG FILE NO. FNAME TISCARENO ASSOCIATES ARCHITECTURE+1JRRAN DESIGN Tiscareno. Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13008 DATE 6/3/13 DRAWN BY CW PRINCIPAL IN CHARGE JC REVISIONS NO. DATE ISSUE TYPE DATE PRICING 7/15/13 PERMIT 7/17/13 4556 REGISTERED.. ARCHITECT JAME EMNIN CADE STATE OF WASHINGTON SHEET TITLE LEVEL 2 FLOOR PLAN EAST SHEET NO. A-203 X OF X COPYRIGHT 2013 TISCARENO ASSOCIATES PS B • 0 • 0 0 0 0 in N 0 �.n 25'-6" 24'-6" 50'-0" 50'-0" 0 N (EXIST. OFFICE BELOW L (LID OF COLD STORAGE) XIST. SHOWER R MS BELOW 1 NININ(EXIST ROOM P NEW LOW WALL 110 MATCH EXIST. BREAK BELOW) N EXIST. WATER HE14TER TO REMAIN 3'-6" EXIST. (Fv) EXIST. RESTROOMS BELOW EXIST. LADDER T ROOF HATCH ABOVE, TO REMAIN 0 201 EXIST ELEC RM 185 SF XIST. ELEC. PANELS 0 REMAIN INFILL AT DEMOLISHED 1 0 0 R LOCATION • NEW FENCE BELOW (LID OF EXISTING VAULT) L' IST. STAIR, SIDE WALL AND HA RAILS TO REMAIN (FV) N NEW 42" HIGH LOW WALL SALVAGED DOOR EXIST. ENCLOSURE FOR ROOF LADDER, TO REMAIN 0 E TO BELOW NEW LLADDER AND CAGE TO CIOLD STORAGE LID ELECTRICAL ROOM BELOW NOTES TO DRAWING: 1. DIMENSIONS TAKEN FROM FACE OF STRUCTURE, UNO. br (LID OF NEW NON -COLD LIBRARY STORAGE) LEGEND: REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2013 City of Tukwila BUILDING DIVISION EXISTING WALLS TO REMAIN NEW WALLS DEMOLISHED WALLS C/SECOND FLOOR PLAN -WEST SCALE: 1/8 =1-0 RECEIVED CITY OF TUKWILA JUL 3 0 2013 0 4' 8' 16' DATE PLOTTED: REVDATE PERMIT CENTER DWG FILE NO, FNAME TISCARENO ASSOCIATES Ap.c!-HTE`..3uRE UPE ..N DEIGN Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13008 DATE 6/3/13 DRAWN BY PRINCIPAL IN CHARGE CW JC REVISIONS NO. DATE ISSUE TYPE DATE PRICING 7/15/13 PERMIT 7/17/13 4 REGISTERED ARCHITECT JAMES EINVIN CADE. STATE OF WASH INTI SHEET TITLE LEVEL 2 FLOOR PLAN - WEST SHEET NO. A-204 X OF X COPYRIGHT 2013 TISCARENO ASSOCIATES PS \Tiff EXIST. FULL HEIGHT GWB WALL REPLACE EXIST SUSPENDED CEILING AS NEEDED EXIST. WINDOW AND FRAMED WALL NEW CHAIN 10' HIGH LINK FENCE NEW SCREEN WALL SHOWN SHADED, OPEN AT TOP (EXIST.) OFFICE 108 \r/ Ate/ \T/ \L . _ yr EXIST. CMU WALLS COOLER WALLS, CEILING AND FLOOR, DESIGN BUILD BY MANUFACTURER SHOWN SHADED (NEW) COLD STORAGE 107 COOLER CLG HGT EL +10-0" (EXIST.) VAULT EXIST. DEMISING WALL TO REMAIN EXIST. CMU WALL NEW GWB WALL SHOWN SHADED (NEW) ACCLIMATION 103 < > \I• T.O. FRAMED LID EL +12'-0" T.O. EXIST WALL EL +28 00 T.O. Ak FRAMED LID EL +15'-5 1 2 11 EXIST CONC EL -I-77-47 EXIST GRADE VARIES BUILDING SECTION- LOOKING NORTH SCALE:1/8" =1'-O" EXISTING GUARD RAIL TO REMAIN (EXIST) FOSTER CLG. HGT. +/- 10'-0" T.O. EXIST FLR SLAB T.O. FRAMED LID EL +15-5-1/2" T.O. FRAMED LID EXISTING STRUCTURE NEW FRAMED LII SUSPENDED ACT (EXIST) WAREHOUSE EL +12'-0" EX STING GUARD RAIL TO REMAIN NEW FRAMED LID EXIST. ROOF STRUCTURE DESIGN BUILD COOLER BY MANUFACTURER SHOWN SHADED (NEW) COLD STORAGE 107 (EXIST.) MEETING ROOM NEW WALLS SHOWN SHADED (EXIST.) MEN ART OFFICE 104 (NEW) \ ACCLIMATION 103 /1 T.O. EXIST. WALL EL +2177 EXISTING CMU (EXIST.) ELEC 201 NEW LANDING BEYOND WOMEN (NEW) OFFICE 109 NEW WALL (EXIST) FORT DENT T.O. EXIST. CONC. LID EL +15'-5777 EXIST. FLOOR SLAB EL +TIT 1±1 hhh (:)-BUILDING SECTION- LOOKING WEST SCALE:1/8" =1'-0 EL +0'-0" EXISTING WOOD STAIRS BEYOND TO REMAIN RELOCATED DOOR BEYOND NEW FLOOR FRAMING RE: STRUCT. (NEW) LARGE OBJECT STORAGE (NEW) NON COLD LIBRA. 106 Y FOOTING, RE: STRUCT. NEW WALLS SHOWN SHADED REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2013 City of Tukwila BUILDING DIVISION s T.O. EXIST WALL EL +28 0 T.O. FRAMED. LID EL +1T0 BUILDING SECTION- LOOKING EAST SCALE:1/8" =1'-0" DATE PLOTTED: REVDATE EXIST. FLR SLAB EL +0 RECEIVED CITY OF TUKWILA JUL 3 0 2013 PERMIT CENTER DWG FILE NO, FNAME TISCARENO ASSOCIATES ARCH!TECTUR.E -I- URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT T U KW I LA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13008 DATE 6/3/13 DRAWN BY AT/CW PRINCIPAL IN CHARGE JC REVISIONS NO, DATE 1 7/17/13 ISSUE TYPE DATE PRICING 7/15/13 PERMIT 7/17/13 455 REGISTERED ARCHITECT JAMES Ef WIN. CGDE STATE OF WASHINGTON SHEET TITLE BUILDING SECTIONS SHEET NO. A-401 X OF X COPYRIGHT 2013 TISCARENO ASSOCIATES PS NEW LID STRUCTURE NEW WALL ASSEMBLY 103 ACCLIMATION RM T.O. LID EL. +15'-5 1/2" (ALIGN W/ LID OF FORT DENT AND DUWAMISH) EXISTING CMU AND STUD WALLS SCHEDULED BASE DETAIL SCALE: 1/2" = 1'-0" NEW LID STRUCTUR- J CST FLR SLAB "F EL +0'-0" L._ EXISTING CMU AND STUD WALLS NEW GWB PARTITION SCHEDULED BASE DETAIL EXISTING DEMISING WALL 104 ART OFFICE SCALE: 1/2" = 1'-0" ( ST FLR SLAB EL +0'-0" DETAIL SCALE: 1/2" = 1'-0" EXISTITORENGAIN STRUCTURE M 64 L J 102 WORK ROOM REPAIR EXISTING SUSPENDED ACT 101 RECORDS MGMT L -_J T.O. LID EL. +12'-0" (EXIST., FV) AL B.O. CEILING EL +9'-6" NEW GWB PARTITION SCHEDULED BASE NEW LID STRUCTURE EXISTING EXTERIOR WALL 106 NON -COLD LIBRARY STO. SCHEDULED BASE DETAIL SCALE: 1/2" = 1'-0" <ST FLR SLAB EL +0'-0" ALT.O. WALL EL +12'-0" ALT .O. WALL EL +9'-6" 4 EXST FLR SLAB EL +0'-0" 4 SCALE: 1/2" = 11-0" NEW LID STRUCTURE NEW LID STRUCTURE 7 104 ART OFFICE J DETAIL SCALE: 1/2" = 1'-0" T.O. LID EL. +15 5 1 /2" (ALIGN W/ LID OF FORT DENT AND DUWAMISH) AL T.O. LID EL +12'-0" NEW GWB PARTITION 103 ACCLIMATION RM SCHEDULED BASE CEILING EL +9'-6" <ST FLR SLAB EL +0'-O" EXISTING WD GUARDRAIL EXISTING LID STRUCTURE NEW LID STRUCTURE NEW GWB PARTITION 103 ACCLIMATION RM AL T.O. CONCRETE LID yF EL +15'-5 1/2" EXISTING CMU WALL FORT DENT SCHEDULED BASE DETAIL ( ST FLR SLAB EL +0'-0" L DETAIL SCALE: 1/2" = 1'-0" J L EXISTING EXTERIOR WALL FURRING BRACE TO WALL, SEE STRUCT 11 J -J A-602 ALT.O. WALL EL +9'-0" 5/8" GWB ON MET STUD 109 STORAGE EXISTING EXTERIOR WALL 13A A-602 SCHEDULED BASE CST FLR SLAB Y EL +0 0 NEW LID STRUCTURE AT.O. WALL EL +12'-O" T.O. 9' WALL6 EL " OMIT GWB AT CEILING AT 2A SUSPENDED ACT AT 2A REVIEWED FOR ODE COMPLIANCE APPROVED SEP 0 4 2013 City of Tukwila BUILDING DIVISION NEW GWB PARTITIO RECEIVED CITY OF TUKWILA JUL 30 2013 PERMIT CENTER SCHEDULED BASE. 21 DETAIL SCALE: 1/2" " = 1'-0" DATE PLOTTED: 7/29/13 DWG FILE NO, VW -DT -WT T FLR SLAB EL +0'-0" 11SCARENO ASSOCIATES ARCHITECTURE+URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13008 DATE 6/3/13 DRAWN BY HC/CW PRINCIPAL IN CHARGE JC REVISIONS NO. DATE 7/17/13 - REF. ISSUE TYPE DATE PRICING 7/15/13 PERMIT 7/17/13 4556 REGISTERED ARCHITECT JAMES EMI '` CADE STATE OF WASHINGTON SHEET TITLE WALL SECTIONS AND DETAILS SHEET NO. A-410 X OF X COPYRIGHT 2013 TISCARENO ASSOCIATES PS TIGHT WALL 1 LAYER 3/4" GWB, PAINT 8" CMU, FULLY GROUTED CROSS TEE R-21 INSU VB AT WARM SIDE GENERAL NOTES: 6" METAL STUDS PERIMETER HANGER WIRE CROSS TEE SHEARWALL SHEATHING WHERE REQUIRED, SEE STRUCTURAL ATTACH SCREW THROUGH EITHER SIDE (OPTIONAL) ATTACH SCRE�� — THOUGH EITHE' FASTENER OPE (OPTIONAL NEW WALL 3 5/8" METAL STUD R 11 INSUL VB EXISTING WALL ASSEMBLY (FV) 1. ALL FIRE RATED ASSEMBLIES ARE BASED UPON THE IBC, UL, US GYPSUM AND GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL GA -800-97 TEST DATA. FIRE RATED PARTITIONS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE TESTING AGENCY(IES) LISTED. REFER TO SPECIFIC TEST REPORTS FOR REQUIRED COMPONENTS AND ASSEMBLY. 2. ALL OTHER (NON-STRUCTURAL) PARTITIONS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS, MATERIALS MANUFACTURER, AND INDUSTRY STANDARDS. TISCARENO ASSOCIATES ARCHITECTURE+URP,AN DESIGN 3. METAL STUDS ARE TO BE 16" O.C. UNLESS OTHERWISE NOTED. DECREASE STUD SPACING AT PARTITIONS WITH ATTACHED CABINETS AND / OR EQUIPMENT. 4. ALL GYPSUM BOARD IS TO BE 5/8" THICK, TYPE "X", U.O.N. 5. PROVIDE BRACING ABOVE CEILING AS REQUIRED TO LIMIT DEFLECTION TO SPECIFIED ALLOWANCES. 6. SEE PROJECT SPECIFICATIONS FOR LIGHT GAGE METAL SUPPORT FRAMING AND ATTACHMENT, GYPSUM BOARD, THERMAL INSULATION, ACOUSTIC TREATMENT, TRIM, AND ACCESSORIES. 7. PAINT ALL NEW EXPOSED WALL SURFACES Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 CROSS TEE WALL ATTACHMENT CLIP FLOATING WALL DEMISING WALL. 3/4" GWB EACH FACE, PAINT CEILING FIXED GRID AT WALL SCALE: NONE SEISMIC CEILING GRID LAYOUT SCALE: NONE VB 6" METAL STUD NEW 5/8" GWB, PAINT 8" CMU, FULLY GROUTED EXISTING MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13008 3 5/8" METAL STUD R 11 INSUL VB AT WARM SIDE (ACCLIMATION ROOM INTERIOR) FINISH AS SCHEDULED DRAWN BY 6/3/13 HC/CW JC R-21 INSUL (2) LAYERS OF 3/4" GWB SHEARWALL SHEATHING WHERE REQUIRED SEE STRUCTURAL PRINCIPAL IN CHARGE PERIMETER HANGER WIRE PRING CLIP SERT IN E IN POST VERTICAL HANG R WIRE ADJACEN TO POST LEAD LINING WHERE REQUIRED — STRUCTURE NEW WALL EXISTING WALL ASSEMBLY (FV) REFER TO UL U490 FOR FURTHER CONSTRUCTION REQUIREMENTS REVISIONS NO. DATE 1 7/15/13 - PRICING 45 DEG. OR LESS SPLAY WIRE SECURED TO STRUCTURE 45 DEG. OR LESS WALL TYPE SCALE: 1-1/2" = 1'-0" WALL TYPE SCALE: 1-1/2" = 1'-0" 2 7/17/13 45 DEG. OR LESS 45 DEG. OR LESS 8" CMU, FULLY GROUTED (EXISTING) 5/8" GWB EACH FACE, PAINT WALL ATTACHMENT CLIP 3 5/8" METAL STUD (EXISTING) R 21 INSULATION WHERE SCHEDULED ISSUE TYPE PRICING PERMIT 7/15/13 7/17/13 — CROSS TEE MAIN TEE R 11 INSUL (EXISTING) (INTERIOR SIDE) OMIT GWB THIS SIDE AT 2A VB (EXISTING) CEILING FLOATING GRID AT WALL SCALE: NONE MATCH EXISTING ADJACENT WALL ASSEMBLY WALL TYPE SCALE: 1-1/2" = 1'-0" WALL TYPE SCALE: 1-1/2" = 1'-0" MAY BE SLACK JAMES EDWIN. COE STATE O WASHINGTON LIGHTING FIXTURE SEP 0 4 2013 City of Tukwila BUILDING DIVISION SHEET TITLE SEISMIC CLIP 5/8" GWB EACH FACE PAINT 3/4" CDX PLYWOOD, PAINT (INTERIOR SIDE) 6" METAL STUDS FINISH PER SCHEDULE WALL TYPES / MISC. DETAILS SHEET NO. -#8X1/4" SHEET Iv ETAL SCREW RECEWED CITY OF TUKWILA JUL 3 0 2013 PERMIT CENTER CEILING LIGHT FIXTURE SUPPORT SCALE: NONE WALL TYPE SCALE: 1-1/2" = 1'-0" DATE PLOTTED: 7/29/13 COPYRIGHT 2013 TISCARENO ASSOCIATES PS DWG FILE NO. VW -DT -WT )))))))l))l))))))))))l)))))))))))))))))))))) 13 DETAIL SCALE: 3" = 1'-0" 1r R-21 BATT INSUL., OMIT AT 13A SCHEDULED PARTITIONS GWB SECOND LAYER WHERE SCHEDULED 6" METAL STUDS SCHEDULED BASE FLR FINISH AS SCHEDULED OVER EXIST CONC SLAB RUNNER TRACK SET IN BED OF SEALANT DETAIL EXIST. (FV) ›> EXSIT. DEMISING WALL NOTE: REFER TO DETAIL 4 THIS SHEET FOR TYPICAL NOTES NOT SHOWN HERE SCALE: 3" = 1'-0" DETAIL SCALE: 3" = 1'-0" NEOGARD WATERPROOF COATING, 7430-02 URETHANE II POLYURETHANE 3/4" TOPPING SLAB OVER METAL DECK PER STRUCT. FILL CAVITY WITH BATT INSULATION STL. FRAMING PER STRUCT VAPOR BARRIER CONTINUOUS OMIT GWB THIS SIDE AT 9A EXISTING WALL 4" METAL STUD BRACING PER STRUCTURAL T.O. WALL +9'-0" 11 DETAIL EXISTING STOREFRONT 4" METAL STUD BRACING PER STRUCT. T.O. WALL SCALE: 3" = 1'-0" DETAIL A +9'-0" SCHEDULED PARTITION NEOGARD WATERPROOF COATING, 7430-02 URETHANE II POLYURETHANE 3/4" TOPPING SLAB OVER METAL DECK PER STRUCT. SCALE: 3" = 1'-0" FRAMING PER STRUCTURAL R-21 INSULATION VAPOR BARRIER SCHEDULED PARTITION NEOGARD WATERPROOF COATING, 7430 02 URETHANE II POLYURETHANE 3/4" TOPPING SLAB OVER METAL DECK PER STRUCT. FILL CAVITY WITH BATT INSULATION STL. FRAMING PER STRUCT DETAIL SCALE: 3" = OMIT GWB THIS SIDE AT 6A SHEAR WALL SHEATHING WHERE REQ'D PER STRUCT SCHEDULED PARTITIONS EXIST. LID (FV) NEOGARD WATERPROOF COATING, 7430-02 URETHANE II POLYURETHANE (2) LAYERS 3/4" TYPE X GWB RIGID FURRING CHANNELS 24" O.C. 2 1/2" VENTED C -H STUDS " TYPE X GWB METAL DECK PER STRUCT. METAL FRAMING PER STRUCT 5/8" GWB/X VAPOR BARRIER SCHEDULED PARTITIONS - (ACCLIMATION ROOM 103) R21 BATT INSUL DETAIL SCALE: 3" = 1'-0" EXIST. (FV) REVIEWED FOR ODE COMPLIANCE APPROVED SEP 014 2013 City of Tukwila BUILD -11(1G DIVISION DETAIL )SCALE: 3" = 1'-0" DATE PLOTTED: REVDATE RECEIVED CITY OF TUKWILA JUL 3 0 2013 PERMIT CENTER DWG FILE NO. FNAME TISCARENO ASSOCIATES ARCHITECTURE + URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13008 DATE 6/3/13 DRAWN BY AT/CW PRINCIPAL IN CHARGE JC REVISIONS NO. DATE 7/17/13 ISSUE TYPE DATE PRICING 7/15/13 PERMIT 7/17/13 4556 REGISTERED ARCHITECT Jk E EDWIN C STATE Of WASHINGTON SHEET TITLE WALL DETAILS SHEET NO. A-602 X OF X COPYRIGHT 2013 TISCARENO ASSOCIATES PS DOOR SCHEDULE OPENING DOOR FRAME ELEC NOTES: DOOR NUMBER ROOM LOCATION FIRE RATING SIZE TYPE MATERIAL THICKNESS FINISH DETAILS HARDWARE GROUP TYPE MATERIAL FINISH WIDTH WIDTH HEIGHT HEAD JAMB THRESHOLD 103A 103 NR 8'-0" 10'-O" A FV FV PNT 7/A610 8/A610 16B/A610 FV 1 HM PNT FV AIR TIGHT SEALS WITH DROP BOTTOM, SALVAGED (NOTE 3) 103B 103 NR 8'-0" 10'-0" A FV FV PNT 12/A610 15/A610 16B/A610 FV 1 HM PNT FV AIR TIGHT SEALS WITH DROP BOTTOM, SALVAGED (NOTE 3) 103C 103 NR 8'-0" 10'-0" EXIST. TO REMAIN 103D 103 NR 3'-6" 7'-0" B HM 1-3/4" PNT 7/A610 8/A610 16A/A610 NOTE 2 1 HM PNT 9-1/2" AIR TIGHT SEALS WITH DROP BOTTOM 104 104 NR 3'-0" 7'-0" A HM 1-3/4" PNT 7/A610 8/A610 16A/A610 NOTE 2 1 HM PNT 8-3/4" AIR TIGHT SEALS WITH DROP BOTTOM 106 106 NR 3'-6" 7'-0" A HM 1-3/4" PNT 7/A610 8/A610 16B/A610 NOTE 2 1 HM PNT 8-3/4" AIR TIGHT SEALS WITH DROP BOTTOM 107 107 NA 3'-0" T-0" TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD BY COOLER MANUFACTURER 108 108 EXIST TO REMAIN 109 109 NR 3'-0" 7-0" A HM 1-3/4" PNT 7/A610 8/A610 16A/A610 NOTE 2 1 HM PNT 8-1/4" AIR TIGHT SEALS WITH DROP BOTTOM 201 201 NR 3'-0" 7-0" A HM 1-3/4" PNT 7/A610 8/A610 16A/A610 NOTE 2 1 HM PNT 8-1/4" NOTE 4 a. 14 DOOR HEAD AT EXIST. CMU WALL ____) SCALE: 3" = 11-0" EXISTING DEMISING WALL, FV ASSEMBLY AND WIDTH EXISTING SCHEDULED PARTITION EXIST. CMU WALL NEW GWB PARTITION CAULK EACH SIDE EXIST. HM DOOR AND FRAME TO REMAIN GROUT FILLED NEW EXIST. GWB PARTITION TO REMAIN O a d d 4. 4 \\ \\ \\ \\ \\ \\ NEW STEEL ANGLE PLATE, RE: STRUCT. SAW CUT EXIST. CMU WALL NEW 5/8" TYPE X GWB ON 2-1/2" MTL. STUDS DOOR HEAD AT EXIST. CMU WALL SCALE: 3" = 1'-0" SCHEDULED DOOR TRANSITION STRIP CARPET EXIST. CONC. GROUT FILLED SCHEDULED HM DOOR AND FRAME SCHDULED DOOR PEMKO 412 PKL AUTOMATIC DOOR BOTTOM PEMKO 544A ALUMINUM UTILITY THRESHOLD VCT FIN. FLR. (CONCRETE/CARPET) (AIR —TIGHT SEAL AT CONCRETE) A B DOOR THRESHOLDS SCALE: 3" = 1'-0" W z (EXIST. DUWAMISH) EXISTING WALL TYPE, FV CAULK EACH SIDE EXIST. CMU WALL GROUT FILLED (NEW ACCLIMATION ROOM 003) DOOR JAMB AT EXIST. CMU WALL SCALE: 3" = 1'-0" EXISTING WALL NEW EXIST. HM DOOR AND FRAME TO REMAIN SCHEDULED PARTITION DOOR SCHEDULE NOTES: GENERAL NOTES: 1. ALL HM FRAMES ARE TO BE PAINTED. 2. COORDINATE FRAME WIDTHS WITH PARTITIONS TYPES, FIRE RATING, STUD SIZES AND NUMBER OF LAYERS OF GWB AT EACH LOCATION 3. GROUT SOLID ALL HM DOOR FRAMES 4. INSTALL SEALANT WITH BACKING AT ALL JOINTS BETWEEN HM FRAME AND GWB CONTINUOUS BOTH SIDES OF PARTITION. 1. DOOR AND DOOR HARDWARE BY COOLER MANUFACTURER 2. HARDWARE TO MATCH EXIST. 3 SALVAGED AND REUSED DOOR DOOR HARDWARE HEIGHTS SEE SPECIFICATIONS FOR LOCATIONS OF OTHER ITEMS SEE DOOR SCHEDULE FOR DIMS OF VISION PANEL BOTTOM OF VISION PANEL & CL OF PULL / PUSH LATCH HANDLE OR EXIT DEVICE KICK PLATE WHERE SCHEDULED SCALE: 1/2" = 1'-0" EXIST. GWB PARTITION TO REMAIN SAW CUT EXIST. CMU WALL NEW STEEL ANGLE PLATE, RE: STRUCT. NEW 5/8" TYPE X GWB ON 2-1/2" MTL. STUDS VAPOR BARRIER EXISTING DEMISING WALL, FV ASSEMBLY AND WIDTH GROUT FILLED SCHEDULED HM DOOR AND FRAME (NEW ACCLIMATION ROOM 003) DOOR JAMB AT EXIST. CMU WALL SCALE: 3" = 1'-0" PARTITION WIDTH DOOR HEIGHT PAR TION THICKNESS PLdS 1" DOOR HEAD AT GWB PARTITION SCALE: 3" = 1'-0" u � II L II (T -TI IInj II II 11 II � II L L___J SCHEDULED PARTITION METAL STUD RUNNER HM FRAME GROUT SOLID D00 WIDTH, P. A FLUSH B FLUSH WITH VISION PANEL DOOR TYPES 1 HOLLOW METAL FRAME TYPE DOOR AND FRAME TYPES SCALE: 1/4" = 1'-0" II J 41. 1) DOOR JAMB AT GWB PARTITION SCALE: 3" = 1'-0" f INTERMEDIATE CEILING C.J. WHERE INDICATED INFILL STUDS ABV DOOR TO MATCH SURROUNDING PARTITION FULL HT PARTITION 18 GA RUNNER CHANNEL DOUBLE 18 GA STUD AT EA JAMB, EXTEND FULL HT OF PARTITION FIN. FLR. FRAMING AT DOOR OPENINGS SCALE: 1/4" = 1'-0 CONTINUATION OF PARTITION 8X8 ANGLE W/ 5/8" THRD. ROD AT 8" O.C., DRILL ' AND WHERE OCCURS EMBED W/5-5/8" HILTI HY-150, MAX ADHESIVE (INSTALL PER ICC ESR -1967) TYP. AT TOP & BOTH SIDES OF OPENING METAL STUDS DOUBLE 18 GAGE METAL STUDS AT JAMB TYP. SCHEDULED DOOR HM FRAME WITH JAMB ANCHORS GROUT SOLID SCHEDULED PARTITION TYP. II I I I I // II II II NOTES: REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2013 City of Tukwila BUILDIING DIVISION oy I_ PER ARCH. (9'-0") MAX. II� ADETAIL EXISTING 8" W CMU WALL, G.C. VERIFY COURSES AT CHANNEL ARE FULLY GROUTED ANGLE PER ELEVATION, ALIGH WITH CMU COURSE RECEIVED CITY OF TUKWILA JUL3 0 2013 PERMIT CENTER FACE OF EXISTING 8" CMU WALL 1. G.C. TO VERIFY EXISTING CMU WALL IS FULLY GROUTED AT COURSES W/CHANNELS. 2. G.C. TO VERIFY THAT THE CMU WALL IS NON-BEARING 3. CUT NEW OPENING AFTER CHANNELS ARE INSTALLED NEW OPENINGS AT EXIST. CMU WALLS SCALE: 1/4" = 1E�TE PLOTTED: DWG FILE NO. T1SCARENO ASSOCIATES A.RC.H TEC T URE ,IIF -'-AN Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13008 DATE 6/3/13 DRAWN BY CW PRINCIPAL IN CHARGE JC REVISIONS NO. DATE 1 7/16/13 - DOOR 103C JAMB ISSUE TYPE DATE PRICING 7/15/13 PERMIT 7/17/13 56 REGISTERED ARCHITECT. JAMESEf WIN CADE TATEOF+i ASHINGTON SHEET TITLE DOOR TYPES AND DETAILS SHEET NO. A-610 OF COPYRIGHT 2013 TISCARENO ASSOCIATES PS GENERAL NOTES: 1. ALL HM FRAMES ARE TO BE PAINTED. 2. COORDINATE FRAME WIDTHS WITH PARTITIONS TYPES, FIRE RATING, STUD SIZES AND NUMBER OF LAYERS OF GWB AT EACH LOCATION 3. GROUT SOLID ALL HM DOOR FRAMES 4. INSTALL SEALANT WITH BACKING AT ALL JOINTS BETWEEN HM FRAME AND GWB CONTINUOUS BOTH SIDES OF PARTITION. GENERAL ROOM FINISH NOTES: 1. FIELD VERIFY THAT DRAWINGS ACCURATELY DEPICT EXISTING CONDITIONS PRIOR TO WORK 2. COORDINATE WITH ARCHITECT IS CONFLICTS TO DRAWINGS OCCUR. 3. ACOUSTICAL CEILING TILE, TO MATCH EXISTING, ARMSTRONG "DUNE" SQUARE LAY -IN FINE TEXTURE, #1773 WITH 15/16" PRELUDE SUSPENSION SYSTEM, OR EQUIVALENT. 4. REPAIR FINISHES AS REQUIRED AT ALL DOOR OPENING INFILLS. MATERIALS AND FINISH LEGEND ROOM FINISH SCHEDULE DESCRIPTION WALLS ROOM FLOOR BASE FINISH NOTES NO. NAME NORTH EAST SOUTH WEST CEILING 101 RECORDS MANAGEMENT CPT RB EXIST. GWB-PNT EXIST. GWB-PNT EXIST. GWB-PNT GWB-PNT ACT SS 102 WORK ROOM CPT RB EXIST. GWB-PNT GWB-PNT EXIST. GWB-PNT EXIST. GWB-PNT ACT TAPE AND FLOAT 103 ACCLIMATION ROOM EPDXY RB GWB-PNT GWB-PNT GWB-PNT GWB-PNT GWB-PNT 104 ART OFFICE CPT RB GWB-PNT GWB-PNT GWB-PNT GWB-PNT ACT 105 ELECTRICAL ROOM EXIST. CONC. NONE NONE GWB-PNT GWB-PNT GWB-PNT EXP. STRUCT. 106 NON -COLD LIBRARY STORAGE CPT RB GWB-PNT GWB-PNT GWB-PNT GWB-PNT GWB-PNT 107 COLD STORAGE CT MFG MFG MFG MFG MFG MFG 108 OFFICE CPT RB EXIST. GWB-PNT EXIST. GWB-PNT EXIST. GWB-PNT EXIST. GWB-PNT EXIST. ACT REPAIR WALLS AS REQUIRED AT DEMO 109 OFFICE CPT RB GWB-PNT GWB-PNT GWB-PNT GWB-PNT GWB-PNT 110 FAMILY STORAGE EXIST. CONC. RB GWB-PNT GWB-PNT GWB-PNT GWB-PNT EXP. STRUCT. PAINT NEW WALLS ONLY, BOTH SIDES 201 EXIST. ELECTRICAL ROOM EXIST. PLYW'D NONE EXIST. GWB-NC EXIST. GWB-NC EXIST. GWB-NC EXIST. GWB-NC EXP. STRUCT. GENERAL ROOM FINISH NOTES: 1. FIELD VERIFY THAT DRAWINGS ACCURATELY DEPICT EXISTING CONDITIONS PRIOR TO WORK 2. COORDINATE WITH ARCHITECT IS CONFLICTS TO DRAWINGS OCCUR. 3. ACOUSTICAL CEILING TILE, TO MATCH EXISTING, ARMSTRONG "DUNE" SQUARE LAY -IN FINE TEXTURE, #1773 WITH 15/16" PRELUDE SUSPENSION SYSTEM, OR EQUIVALENT. 4. REPAIR FINISHES AS REQUIRED AT ALL DOOR OPENING INFILLS. MATERIALS AND FINISH LEGEND CODE DESCRIPTION NOTES RB RUBBER BASE MATCH EXISTING CT CERAMIC TILE TBD (CONFIRM WITH MFG) CPT CARPET MATCH EXISTING EPDXY EPDXY COATING CLEAN EXIST FLOOR CONC CONCRETE ACT ACOUSTICAL CEILING TILE MATCH EXISTING MFG MANUFACTURER DESIGN BUILD SS STAINLESS STEEL BY MFG PNT PAINT NC NO CHANGE TF TAPE AND FLOAT REVIEWED FOR CODE COMPLIANCE APPROVED SEP 042013 City of Tukwila BUILDING DIVISION DATE PLOTTED: DWG FILE NO. RECEIVED CITY OF TUKWILA JUL 302013 PERMIT CENTER TSCARENO ASSOCIATES ARC -I TEC.TURE+'URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 1 3008 DATE 6/3/13 DRAWN BY PRINCIPAL IN CHARGE JC REVISIONS NO. DATE 0 13.07.15 / DR. 105 REMOVED ISSUE TYPE DATE PRICING 7/15/13 PERMIT 7/17/13 455:6 REGISTERED ARCHITECT AAME El i IN C NATE,':ASHINGTON . SHEET TITLE ROOM FINISHES AND DOOR DETAILS SHEET NO. A-611 OF COPYRIGHT 2013 TISCARENO ASSOCIATES PS GENERAL NOTES: 1. G.C. SHALL BE RESPONSIBLE FOR SEPARATE ELECTRICAL PERMIT AND LIGHTING LOAD CALCULATIONS I iSCARENO ASSOCIATES ARCN!TECTU R + URBAN DES!GN HAZELNUT FORT DENT DUWAMISH_ Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13008 6/3/13 DRAWN BY PRINCIPAL IN CHARGE REVISIONS NO. DATE ACCLIMATION.. NEW GWB CEILING FIXTURES ND LIGHT NOTES TO DRAWING: 1. PROVIDE NEW LIGHTING TO MATCH EXISTING OVER DEMOLISHED LEVEL 2 AREA. MOUNT TO MATCH EXISTING. PROVIDE MOTION SENSORS. 2. NEW TYPE N FIXTURE TO MATCH EXISTING SHALL BE COOPER H81 SERIES, 6 T8 LAMPS 3. ALIGN LIGHTS WITH SHELVING, COORDINATE WITH OWNER'S FURNITURE PLAN ISSUE TYPE PRICING PERMIT 7/15/13 7/17/13 NEW SUSPENDED ACT CEILING AND LIGHT FIXTURES WAREHOUSE REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2013 City of Tulwvila LEGEND: BUILDING DIVISION EXIST. SUSPENDED ACT CEILING AND LIGHT FIXTURES EXSITING OFFICE SECURITY FOSTER ANNEX SERVER ROOM 1 2 WORK ROOM FOSTER 11 RECORD MGMT NEW GRID AND SUSPENDED ACT AS REQUIRED, MATCH EXISTING EXISTING 6 LAMP FLUORESCENT FIXTURE OPEN GWB ACT WALL MOUNTED LIGHT EMERGENCY LIGHT 1X4 SURFACE MOUNTED FIXTURE 2X4 LAY -IN FIXTURE JAMES EDWIN ME STATE OF WASHINGTON SHEET TITLE LEVEL 1 REFLECTED CEILING PLAN - EAST SHEET NO. 6D,LEVEL 1 REFLECTED CEILING PLAN - WEST RECEIVED CITY OF TUKWILA JUL 302013 PERMIT CENTER DWG FILE NO. FNAME EXIST. SERVER ROOM DATE PLOTTED: REVDATE COPYRIGHT 2013 TISCARENO ASSOCIATES PS LIGHTING BY COOLER MANUFACTURER REPAIR CEILING GRID AN REPLACE CEILING TILES AS REQUIRED it -47 Arff ,-- 108 I EXISTING SUSPENDED CEI ING AND LIGHT FIXTURES (FV) 110 FAMILY STORAGE E 107 COLD STORAGE 0 0 0 0 riTh 11 0 0 0 0 0 SUSPENDED ACOUSTICAL CEILING (NOTE 1) N 0 E E -'. VAULT E MATCH LI N E LARGE OBJECTS STORAGE N J I I -- COORDINATE LIGHT FIXTURE LAYOUT WITH SHELVING STORAGE SYSTEM BELOW NEW GWB CEILING E 105 ELECT. RM EXPOSED TO STRUCTURE MOUNT AT 8'-0" AFF 106 NON -COLD LIBRARY STORAGE CD Q w i • • GENERAL NOTES: 1. G.C. SHALL BE RESPONSIBLE FOR SEPARATE ELECTRICAL PERMIT AND LIGHTING LOAD CALCULATIONS NOTES TO DRAWING: 0- • i i • 0 4' 8' 16' 1. PROVIDE NEW LIGHTING TO MATCH EXISTING OVER DEMOLISHED LEVEL 2 AREA. MOUNT TO MATCH EXISTING. PROVIDE MOTION SENSORS. 2. NEW TYPE N FIXTURE TO MATCH EXISTING SHALL BE COOPER H81 SERIES, 6 T8 LAMPS 3. ALIGN LIGHTS WITH SHELVING, COORDINATE WITH OWNER'S FURNITURE PLAN REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2013 City of Tukwila LEGEND: BUILDING DIVISION N EXISTING 6 LAMP FLUORESCENT FIXTURE OPEN GWB ACT WALL MOUNTED LIGHT EMERGENCY LIGHT 1 X4 SURFACE MOUNTED FIXTURE 2X4 LAY -IN FIXTURE LEVEL 1 REFLECTED CEILING PLAN - WEST SCALE: 1/8" =1-0" RECEIVED CITY OF TUKWILA bt-2,-2.so DATE PLOTTED: REVDATE JUL 302013 PERMIT CENTER DWG FILE NO. FNAME TISCARENO ASSOCIATES ARCHITECTNJ DESIGN Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13008 DATE 6/3/13 DRAWN BY CW PRINCIPAL IN CHARGE JC REVISIONS NO. DATE ISSUE TYPE DATE PRICING 7/15/13 PERMIT 7/17/13 455.6 REGISTERED ARCHITECT JAMES EMIN CADS STATE Of WASHINGTON SHEET TITLE LEVEL 1 REFLECTED CEILING PLAN - WEST SHEET NO, A-702 X OF X COPYRIGHT 2013 TISCARENO ASSOCIATES PS STRUCTURAL - GENERAL NOTES GENERAL REQUIREMENTS GOVERNING CODE: The design and construction of this project is governed by the "International Build- ing Code (IBC) 2012 :Edition, hereafter referred to as the IBC, as adopted and modified by the City of Tukwila WA, understood to be the Authority Having Jurisdiction (AHJ). REFERENCE STANDARDS: Refer to. Chapter 35 of 2012 IBC. Where other Standards are noted in the drawings, use the latest edition of the standard unless a specific date is indicated. Reference to a specific section in a code does not relieve the contractorfroar compliance with the entire standard. DEFINITIONS: The following definitions cover the meanings of certain terms used in these notes: "Architect/Engineee — The Architect of Record and the Structural Engineer of Record. • "Structural Engineer of Record" (SER) — The structural engineer who is licensed to stamp & sign the structural documents for the project. The SER is responsible for the design of the Primary Struc- tural System. • "Submit for review' - Submit to the Architect/Engineer for review prior to fabrication or construction. • "Per Plan" — Indicates references to the structural plans, elevations and structural general notes. • "Specialty Structural Engineer" (SSE) — A professional engineer (PE or SE), licensed in the State where the project is located, (typically not the SER), who performs specialty structural engineering services for selected specialty -engineered elements identified in the Contract Documents,and who has experience and training in the Specialty. Documents stamped and signed by the SSE shall be completed byorunder the direct supervision of the SSE. SPECIFICATIONS: Refer to the project specifications issued as part of the contract documents for infor- mation supplemental to these drawings. QTHER DRAWINGS: Refer to the architectural, mechanical, electrical:, civil and plumbing drawings for addi- tional information including but not limited to: dimensions, elevations, slopes, door and window openings, non-bearing walls, stairs, finishes, drains, waterproofing, railings, curtain walls, mechanical unit locations, and other nonstructural items. STRUCTURAL DETAILS: The structural drawings are intended to show the general character and extent of the project and are not intended to show all details of the work. Use details marked "typical" wherever they apply. STRUCTURAL RESPONSIBILITIES: The structural engineer (SER) is responsible for the strength and sta- bility of the primary structure in its completed form. COORDINATION: The Contractor is responsible for coordinating details and accuracy of the work; for con- firming and correlating all quantities and dimensions; for selecting fabrication processes; for techniques of assembly; and for performing work in a safe and secure manner. PRE -CONSTRUCTION MEETINGS: The Contractor is responsible for coordinating pre -construction meet- ings prior to commencing work. Pre -con meetings, scheduled appmximately two weeks prior to start of the relevant work, are required for the following phases of construction: Cold -Formed Steel, Demolition. Attendees for pre -construction meeting are to include contractor, relevant subcontractors, fabricators, in- spectors, architect/engineer, and representative of the Authority Having Jurisdiction where required. Meeting agendas are to include review of the work scope, project schedule relevant to the work, contact information of responsible parties, inspection points, review of materials and any special cases or issues, procedures for clarifications E required, testing and acceptance, etc. MEANS. METHODS and SAFETY REQUIREMENTS: The contractor is responsible for the means and methods of construction and all job related safety standards such as OSHA and DOSH (Department of Oc- cupational Safety and Health). BRACING/SHORING DESIGN ENGINEER: The contractor shall at his discretion employ an SSE, a regis- tered professional engineer for the design of any temporary bracing and shoring. TEMPORARY SHORING. BRACING: The contractor is responsible for the strength and stabi ty of the struo- ture during construction and shall provide temporary shoring, bracing and other elements required to main- tain stability until the structure is complete. It is the contractor's responsibility to be familiar with the work re- quired in the construction documents and the requirements for executing it properly. CONSTRUCTION LOADS: Loads on the structure during construction shall not exceed the desgn loads as noted in DESIGN CRITERIA & LOADS below or the capacity of partially completed construction as deter- mined by the Contractor's SSE for Bracing/Shoring. CHANGES IN LOADING: The contractor has the responsibility to notify the SER of any architectural, me- chanical, electrical, or plumbing load imposed onto the structure that differs from, or that is not documented on the original Contract Documents (architectural / structural / mechanical / electrical or plumbing drawings). Provide documentation of location, load, size and anchorage of all undocumented loads in excess of 400 pounds. :Provide marked -up -structural Plan indicating locations of any new equipment or loads. Submit plans to the Architect/Engineer for review prior to installation. NOTE PRIORITIES: Plan and detail notes and specific loading data provided on individual plans and detail drawings supplements information in the Structural General Notes. DISCREPANCIES; In case of discrepancies -between the General Notes, _Specifications Plan/details or Ref- erence Standards, the Architect/Engineer shall determine which shall govern. Discrepancies shall be brought to the attention of the Architect/Engineer before proceeding with the work. Should any discrepancy be found in the Contract Documents, the Contractor will be deemed to have included in the price the most expensive way of completing the work, unless prior to the submission of the price, the Contractor asks for a decision from the Architect as to which shall govern. Accordingly, any conflict in or between the Contract Documents shall not be a basis for adjustment in the Contract Price. SITE VERIFICATION: The contractor shall verify all dimensions and conditions at the site. Conflicts between the drawings and ,actual site conditions shall be brought to the attention of the Architect/Engineer before pro- ceeding with the work. ALTERNATES: Alternate products of similar strength, nature and form for specified items may be submitted with adequate technicaldocumentation to the Architect/Engineer for review. Alternate materials that are submitted without adequate technical documentation or that significantly deviate from the design intent of materials specified may be returned without review. Alternates that require substantial effort to review will not be reviewed unless authorized by the Owner. DESIGN CRITERIA AND LOADS OCCUPANCY: Occupancy Category of Building per 2012 IBC Table 1604.5 = II SEISMIC Seismic Design Category: SDC = D DESIGN: LOADS Basic Structural System Bearing Wall. Seismic Force Resisting System Light -frame (cold - formed steel) walls sheathed with wood structural panels rated for shear resistance 100 Response Modification Factor R = 6'/2 Light Storage Area System. Over strength Factor Omega = 3 Deflection Amplification Factor Cd = 4 Site Classification per IBC Table 1613:5.2 Site Class = D Seismic Importance Factor per ASCE 7µ10 Table t5-2 Ie = t0 Spectral Response Acceleration. (Short Period.) Ss= 1.518 Spectral Response Acceleration (1 -Second Period) S1 = 0:570 Spectral Design Response Coefficient (Short Period) Sos = 1.012 g Spectral Design Response Coefficient (1 -Second Period) SDI = Lao g Seismic response coe€ficient(s) Cs = 0.166 Redundancy Factor (North/South Direction) NIS rho= - 1.0 Redundancy Factor (East / West Direction) ENV rho= 1.0 Seismic Analysis procedure used: Equivalent Lateral Force (ELF) DESIGN LIVE AREA LIVE LOADS REMARKS & FOOTNOTES LOADS (PSF) UNO L 240 Floor Live Load (LL) uno Stairs & Landings 100 (1) Light Storage Area 125 (1) Stair treads designed for 300 lb concentrated entrated load placed to produce maximum stress. SUBMITTALS SUBMIT FOR REVIEW: SUBMITTALS of shop drawings and product data are required for items noted in the individual materials sections and for bidder designed elements. SUBMITTAL REVIEW PERIOD: Submittals shall be made in time to provide a minimum of TWO WEEKS for review by the Architect/Engineer prior to the onset of fabrication. GENERAL CONTRACTOR'S PRIOR REVIEW: Prior to submission to the Architect/Engineer, the Contractor shall review the submittal for completeness. Dimensions and quantities are not reviewed by the SER, and therefore, must be verified by the General Contractor. Contractor -shall provide any necessary dimensional details requested by the Detailer and provide the Contractor's review stamp and signature before forwarding to the Architect/Engineer. SHOP DRAWING REVIEW: Once the contractor has completed his review, the SER will review the submittal for general conformance with the design concept and the contract documents of the building and will stamp the submittal accordingly. Markings or comments shall not be construed as relieving the contractor from compliance with the project plans and specifications, nor departures there from. SHOP DRAWING DEVIATIONS: When shop drawings (component design drawings) differ from or add to the requirements of the structural drawings they shall be designed and stamped by the responsible SSE. DEFERRED SUBMITTALS BIDDER -DESIGNED ELEMENTS Submit `Bidder -Designed" deferred submittals to the Architect and SER for review prior to submission to the city for approval. Design of prefabricated, "bidder designed", manufactured, pre-engineered, or other fabricated products shall be comply with thefollowing requirements: 1) Design considers tributary dead, live, wind and earthquake loads in combinations required by IBC. 2) Designwithin the Deflection Limits noted herein and as specified or referenced in 2012 IBC. 3) Design shall conform to the specifications and reference standards of the governing code. 4) Submittal shall include: a. Calculations prepared, stamped and signed by the SSE demonstrating code conform- ance. b. Engineered component design drawings are prepared, stamped and signed by the SSE. c. Product data,technical information and manufacturer's written requirements and Agency approvals as applicable. d. SSE may submit to the Architect/Engineer, a request to utilize relevant alternate design criteria of similar nature and. generally equivalency which is recognized the Code and: 9 Y q v Y g by acceptable to the Authority Having Jurisdiction. Submit adequate documentation of de- sign. DEFLECTION VERTICAL LIMIT LIMITS: Floor Members, Total Load (TL) uno L 240 Floor Live Load (LL) uno L / 360 GENERAL CONTRACTOR'S PRiOR REVIEW: Once the contractor has completed his review of the SSIE component drawings, the SER will review the submittal for general conformance with the design of the build- ing and will stamp the submittal accordingly. Review of the Specialty Structural Engineer's (SSE) shop draw- ings (component design drawings) is for compliance with design criteria and compatibility with the design of the primarystructure and does not relieve the SSE of res p onsibilt for that design. All necessarybracing, P Y g ,. ties, anchorage, proprietary products shall be furnished and installed per manufacturer's instructionsor the SSE's design drawings and calculations. These elements include but are not limited to: • Mechanical, Electrical, Plumbing & Sprinkler Hanger Plans • Temporary Shoring Systems • Cold -formed Metal Studs - Exterior Wall Assemblies • Coldformed Metal Studs - Framing Interior Walls including Partial Height • Cold formed Metal Studs & Joists Framing Overhead Soffits TESTS AND INSPECTIONS INSPECTIONS: Special inspections and Testing shall be done in accordance the STATEMENT OF SPE- CIAL INSPECTIONS per IBC Sections 1704 and 1705 as applicable. Foundations, footings, under slab sys- tems and framing aresubject to inspection by the Building Official in accordance with IBC 110.3: Contractor shall coordinate all required inspections with the Building Official SPECIAL INSPECTORS: Special Inspectors shall be employed by the Owner to provide Special Inspec- tions for the project. Special Inspectors shall be qualified persons who demonstrate competence to the satisfaction of the Authority Having Jurisdiction per 1704,2.1. STATEMENT OF SPECIAL INSPECTIONS Der 1704 and 1705. Special Inspections and Testing are re- quired by 1704 and 1705 are required for thefolbwing: FABRICATION SHOP INSPECTION: Where off-site Fabrication of gravity LOAD BEARING MEMBERS & ASSEMBLIES is performed, Special Inspector shall verify that the fabricator complies with IBC 1704.2.5 REVIEWED FOR CODE COMPLIANCE APPROVED SP_P 0A.2)13 COLD -FORMED STEEL per IBC Section 1707.4 shall be done in accordance with the following re- quirements: • Periodic inspection required for Verification during/of: o Welding of all elements of the seismic -force resisting system in accordance with IBC Sec 1705.11.3. o Screw attachment, bolting, anchoring, and other fastening of components within the seismic force resisting system, including struts, braces, hold-downs, diaphragms and shear walls. Where off-site prefabrication of assemblies occurs, Special Inspector shall review the Fabrication shop's Quality Control procedures for completeness and adequacy relative to AISI Code of Standard Practice, AWS D1.3 Structural Welding Code — Sheet Steel and 2012 IBC 1704.2.5 code requirements for the fabricator's scope of work. POST -INSTALLED ANCHORS TO CONCRETE AND MASONRY: shall comply with IBC Section 1703. Inspections shall be in accordance with the requirements set forth in the approved ICC Evaluation Re- port and as indicated by the design requirements specified on the drawings. Refer to the POST IN- STALLED ANCHORSsection of these- notes for anchors that are the basis of the design. Special"inspec- tor shall verify anchors are as specified in the. POST INSTALLED ANCHORS section of these notes or as otherwise specified on the drawings. Substitutions require approval by the SER and requii-e substanti- ating calculations- and -current 2012 IBC recognized ICC Evaluation Services (ES) Report. Special In- spector shalldocumentin their Special Inspection. Report compliance with each of the elementsrequired within the applicable ICC Evaluation Services (ES) Report. INSPECTION SUBMITTALS: Special inspection reports shall be provided on a weekly basis. Final special inspection reports will be required by each special inspection firm per IBC 17042.4. Submit copies of all inspection reports to the Architect/Engineer and the Authority Having Jurisdiction for review. STRUCTURAL OBSERVATION: Structural Observation shall be provided for structures classified as Seis- mic Design Category D, E.and _.F in accordance with. IBC Section 1704.5 and. Section 107.3.4. Structural observation site visits will be as follows: during stud wall construction, and during floor framing. Con- tractor shall notify the SER in a timely manner to allow scheduled Observations to occur. Field (Observation) Reports will be distributed 10 the Architect, the Contractor, Special Inspector and the Authority Having Juris- diction. CONTRACTOR RESPONSIBILITY: Prior to issuance of the building permit, the Contractor is requiredto provide the Authority Having Jurisdiction a signed, written acknowledgement of the Contractor's responsibili- ties associated with the above Statement of. Special Inspections addressing the requirements listed in IBC Section 1704.4. Contractor is referred to IBC Chapter 1705.11.5 and 1705.11.6 for architectural and MEP building systems that may be subject to additional inspections (based on the building's designated Seismic Design Category listed in the CRITERIA), including anchorage of HVAC ductwork containing hazardous ma- terials, piping systems and mechanical units containing flammable, combustible or highly toxic materials, electrical equipment used for emergency or standby power, exterior wall panels and suspended ceiling sys- tems. PREFABRICATED CONSTRUCTION: All prefabricated construction shall conform to IBC Section 1703. POST -INSTALLED ANCHORS. (INTO CONCRETE) DESIGN STANDARDS: Post -Installed Anchors into concrete: for thisin ect are rojdesigned accordance with American Concrete,. In- stitute, J 9 cord stitute, ACI 318-11, Appendix D Specifications. POST -INSTALLED ANCHORS: Install only where specifically shown in the details or allowed by SER. All post -Installed anchors types and- locations shall be approved by the SER and shall have a current ICC Evaluation Service Report that provides relevant design values necessary to validate the available strength exceeds the required strength. Submit current manufacturer's data and ICC ESR report to SER for approval regardless of whether or not it is a pre -approved anchor. Anchors shall be installed in strict accordance to ICC -ESR and manufacturers instructions. No reinforcing bars shall .be damaged during installation of post - installed anchors. Special inspection shall be per the TESTS and INSPECTIONS section. Anchor type, di- ameter and embedment shall be as indicated on drawings. 1. ADHESIVE ANCHORS: The following Adhesive -type anchoring systems have been used in the design and shall be used for anchorage to CONCRETE, as applicable and in accordance with corresponding current ICC ESR report. Drilled -in anchor embedment lengths shall be as shown on drawings, or not less than 7 times the anchor nominal diameter (70). a. HILTI "HIT -RE 500 SD" ICC ESR -2322 for anchorage to CONCRETE 2. SCREW ANCHORS: The following Screw type anchor is pre -approved for anchorae to CON - CRETE in accordance with corresponding current ICC ESR report a HILTI "KWIK HUS -EZ" - ICC ESR -3056 for anchorage to CONCRETE METAL FLOOR DECK REFERENCE STANDARDS: Conform to: (1) ICC Report ESR -1735P issued January 1, 2013 (2) AISI NAS or ASCE 8 (3) North American Spectication for the Design of Cold -Formed Steel Structural. Members NASPEC 2001. (3) 'AISI "Specification for the Design of Cold -Formed- Steel Structural Members", (4) AWS .01.3 "Structural Welding Code - Sheet Steel." SUBMITTALS: Submit shop drawings to the Architect/Engineer for review. Shop drawings shall include ma- terial type, design loads., diaphragm capacities, span layout by SSE, deck attachments., metal deck edge form design & calculations, and shoring requirements. All openings shall be indicated. Any alternate deck types and gages shall be submitted to the Architect/Engineer for review prior to fabrication and shall include a valid ICC evaluation report, calculations & shop drawings (component design drawings) stamped by the SSE. MATERIAL: ASTM A653 — SS Designation, Grade 50. Zinc coated per A653, G90. Minimum yield strength shall be 50 ksi. TYPE Deck shall be "Verco" type as shown on the structural drawings based on 3 -span, .unshomd condition. Shoring is required for conditions other than 3 -span. To eliminate shoring, the contractor may choose to use a heavier gage deck with approval by the SER. DIAPHRAGM CAPACITY: Deck and attachments shall be capable of resistingthe diaphragm shears where indicated on the drawings. Submit ICC Evaluation Report as proof of compliance. INSTALLATION:. Install deck in accordance with supplier's instructions and shop drawings. , Welding shall conform to AWS 01.3. Weiders shall have current WABO Light Gage Certification. Minimum end lap shall be 2" centered over supports. Minimum bearing shall be 2." OPENINGS: Deck openings less than 6" do not require reinforiicement. For larger openings, refer to typical details. ACCESSORIES: Deck manufacturer shall furnish shoring plans, closure plates, ridge and valley plates, cant strips, sump pans, flashing and all other light gage steel material required to complete the work. DECK FASTENING: Minimum deck fastening shall be as follows, unless noted otherwise on the drawings: • 1/2" diameter puddle welds each rib at transverse and perimeter supports, • 1/2" diameter puddle welds at -6w OC at longitudinal supports, • Side lap connections necessary to develop the shear loading indicated on the diaphragm schedule, but not less than 600 PLF COLD FORMED STEEL FRAMING REFERENCE STANDARDS: Conform to: (1) AISI "North American Specification for the Design of Cold -Formed Steel -Structural. Members - 2007 Edition." AISI "Standard for Cold Formed Steel Framing - General Provisions" AISI "Standard for Cold Formed Steel Framing — Header Design" AISI "Standard for Cold Formed Steel Framing — Wall Stud Design" AISI "Standard for Cold Formed Steel Framing — Lateral Design" AIS1 "Standard for Cold Formed Steel Framing - Truss Design" AVWVC "Wall and Ceiling Standards" Sec. 9.8 "Exterior Steel Studs Wall Systems." AWS D1.3 "Structural Welding Code - Sheet Steel." (2) (3) (4) (5) (6) (7) (8) CORRECTION LTR# RECEIVED CITY OF TUKWILA AUG 3 0 2013 PERMIT CENTER 1325 0 Ti SCARENO ASSOCIATES Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13011-0236 DATE 7/5/13 DRAWN BY SJ$ PRINCIPAL IN CHARGE TB REVISIONS NO. DATE 8/27/2013 DCI EflGIIIEE S® 818 STEWART STREET • SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 • FAX: (206) 332-1600 WEBSITE: wwwdci-engineers.com CLVLI_ / ST..F2tJGTlJRAL © Copyright 08/2013 D'Amato Conversimo Inc. M Rights Reserved This document, and theideas and designs may not be mused,inwhole or in port, without unites permission from D'Amoto Conversion Inc. D'Amato Conversion Inc. disclaims any responsibility for its unauthorized use. PROGRESS 7/3/13 PERMIT SET 7/17/13 SHEET TITLE STRUCTURAL GENERAL COTES SHEET NO. S-1 01 COPYRIGHT 2013.TISCARENO ASSOCIATES PS 13011-0236 S-101.dwg 28—Aug-13 8:05 AM sbrown SUBMITTALS: Submit panelized wall shop drawings and floor / roof framing shop drawings for review by the SER GC and Architect. Shop drawings shall indicate member sizes, spacings, and materials; shop and field assembly details and connections; type and location of welds and other fasteners; bridging and bridging an- chorage. Submit product data and proof of ICC approvalforframing members and fasteners. MATERIALS: Structural Sections Floor Joists Sheet Metal Screws Fasteners to Concrete Weld Material Shearwall Track to Conc. 54, 68 and 97 -mit; ASTM A653 Grade D or ASTM A1011 Grade 50, Min Fy=50-KSI, 33 and 43 -mil; ASTM A653 Grade A, or ASTM A1011 Grade 33, Min Fy=33 KSI Dietrich colo formed steel framing Grabber Self -Drilling, #10 screws unless noted otherwise on drawings; ASTM C1513 or SER approved alternate Hilti X -U Powder Actuated Fasteners with 3" embedment E60XX electrodes corforming to AWS D1.3 Embeds per Shearwall Schedule Shear wall Fasteners As indicated on the shearwall schedule Floor Diaphragm Fasteners Screws as indicated on the floor plan notes Shear Wall Sheathing Sureboard® (as defined below) Steel. Deck Hold -Downs Simpson or SER, approved alternate 9/16" Verco Shallow Vercor Deck; ASTM- A653 Grade 50, Fy=50: ksi Studs and Track shall be galvanized in accordance with ASTM A653,- G66, unless in contact with pres- sure treated wood. If in contact with pressure treated wood, use G90 or greater coatings. Fastenings not shown on the drawings shall be as recommended' by the manufacturer. SIZE AND PROFILE: Cold formed steel framing members shall be as specified in the Steel Stud Manufac- turer's Association ICC Evaluation Report ER -4943P and of the size and profile as shown on the drawings. Alternate members- equivalent in shape, size, and strength by manufacturers not members of the Steel Stud Manufacturer's Association shall be subject to review and approval by the Architect / Engineer. STYPE JOISTS: Spans- are assumed to be continuously sheathed at the top flange. A. minimum 3-1:/2" bearing shall be provided at each end of each joist Add web stiffeners If bearing is less than 3-1/2", but no less than 1-1/2". All joists must be braced laterally at each end by track or blocking. Joist bridging shall be a maximum 8'-0" oc. CONNECTORS and. FASTENERS: Connectors shall be installed per the manufacturer's. instructions. All. screws shall be snug with steelsurface and screwsshall:. penetrate into steelstuds by a minimum: of three exposed threads. Connections shall not be stripped. Screws shall be installed a minimum of 318" from steel edges and no less %" o.c.. spacing_. Screws or pins in wood shear walls or horizontal diaphragms shall be driven so that the head isnomore than 1./1.6: below the surface: of the sheathing. Where connector straps connect two members, place one-half of the screws in each member. When fastening to concrete,. Powder. Actuated Fasteners shall be installed a minimum of 3" from concrete edges and with no less than 4" o.c. spacing. Powder Actuated Fasteners shall not be used for hanging appli- cations. BUNDLED STUDS and JOISTS: Stud or joist groups of two or more members shall be shop welded together with' double' flare bevel welds by 1" inch long at 1'2" o.c., both sides. Stud or joist groups of two do not re- quire welding if they are screwed together with (2) #10 at 12" o.c. Bundled joists that are framed in a box beam header style with a top and bottom track do not require welding. Box beam framing shall have #10 screws at 24" on center along each of the four track flanges. Box beam joist and track members shall be continuous. Box beams or headers shall be framed with.unpunched _joists. MEMBER C NDtTION: All structural -coldformed Frainirig 'members must be in good ondition. Creirwayed members, members with cracking in the steel at the bend radius locations, and members with significant red rusting or scaling of the protective coating are unacceptable and must be replaced, unless approved by the SER. Handling and lifting of prefabricated panels -shall not cause permanent distortion -to any -member or collateral material. Members not meeting tolerances listed below shall be replaced prior to loading. -ERECTION and TOLERANCES: -Axial load hearing -cold#armed steel framing shall be erected true and plumb per the requirements and within the specified tolerances listed below. For purposes of this section, camber is defined as the deviation from straightness of a member or any portion of a member with respect to its -major axis, and sweep is -defined -as the-deviationfirorn-straightness .of a.member o.r:any portion -of a mem- ber with respect to its minor axis. for axial load bearing- studs, out -of plurnbness and out of straightness (camber and sweep) shall not exceed 1/1000th of the member length. ■ For joists, out of straightness (camber and sweep) shall not exceed" 1/1000th of the member length. • For track, cambershall>not exceed 111000th of the member length. ■ Erect framing in accordance with manufacturer's instruction and shop drawings. ■ Studs shall seat into top and bottom tracks. The gap between the end of the stud and the web of the track shall not exceed .1/1F"-foraxial-load -beating studs. ■ Joists and end stiffeners shall be located directly over axial load bearing studs. The use of track as a load distribution member is not permitted. ■.AII..axially.loaded members shall. be. aligned . vertically to:.allowftrfull-transfer-of the ;loads ,down -tothe foundation. -FIELD CUTS AND -NOTCHES: ,:Field .cuts .and .notches .of .any: kind are.NOT.allowed in any structural cold - formed steel member without prior approval from SER. PERMANENT WALL BRACING AND::BRID.GING: Double: flat strap or. channel bridging as specified on the structural drawings shall be installed at 4'-0" oc maximum unless noted otherwise, and adequately braced prior to loading studs. Bridging anchorage design to be based on CAU Steel Design" (mechanically braced) or "Sheathing Braced Design" per .ANSI/CO.FS/WSD 2004 - "Standard for Cold -Formed Steel Framing, Wall Stud Design 2004". Reference the floorframing plan notes for type of design used on that floor. TEMPORARY .BRACING: Reference "Temporary Shoring and Bracing" section .above. The contractor Ls responsible for the strength and stability of the structure during construction and shall provide temporary bracing and other elements required to maintain stability until the structure is complete Temporary bracing shall be designed by a licensed Washington State registered Civil Engineer PE and submitted to the SER for approval prior to fabrication of framing. PRE -CONSTRUCTION MEETING: The contractor shall arrange a.:pre-construction meeting. The contractor, SER, subcontractors involved with the cold -formed steel work, mechanical, electrical and plumbing subcon- tractors, Authority having Jurisdiction` and representatives' of the special inspection agency shall attend this meeting. WOOD FRAMING REFERENCE STANDARDS: Conform to: (1) IBC Chapter 23 "WOOD" (2) NDS - "2012 National Design Specification (NDS) for Wood Construction" (3) APA PDS -97 Plywood Design Specification (revised 1998) (4) APA Report TT -04-5B °Minimum Nail Penetration for Wood Structural Panel Connections Subject to Lateral Loads" MATERIALS: • Sawn number: 'Conform=to grading -r-ules of ,VWVPA, WCLIB or-NLGA and Table -below. TABLE of SHEATHING - Use, Minimum Thickness and Minimum APA Rating -Location Thickness Span Rating Plywood Grade Exposure Walls 7tt6"OSB 24/16 C -I) 1 -Fasteners: Cortorm to IBC Section 2304.9 "Connections and fasteners." Alternate nails .may .be used but are subject to review and approval by the Structural Engineer. Substitution of staples for the nailing of rated sheathing is subject to review by the structural engineer prior to construction. NAILING REQUIREMENTS: 'Nailing for'roof/floor diaphragms/shear walls shall be per drawings. -Nails shall be driven flush and shall_ not fracture the surface of sheathing. STANDARD "LIGHT -FRAME CONSTRUCTION: 'Unless'_noted on The plans, 'construction --shall conform to IBC Section 2308 "Conventional. light Frame. Construction." REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2013 RECEIVED CITY OF TIJKWiLA AUG 3 0 2013 PERMIT CENTER SWING LEGEND MARK .. DESCRIPTION MARK DESCRIPTION F2.0 FOOTING SYMBOL (REFER 10 SPREAD FOOTING SCHEDULE) I INDICATES WiDE FLANGE COLUMN P1\ PILE CAP SYMBOL (REFER TO PILE CAP SCHEDULE) az INDICATES HOLLOW STRUCTURAL SECTION (HSS) COLUMN OR TUBE SILEL (is) COLUMN UA TILT-UP/PRECAST CONCRETE WALL CONNECTION SYMBOL (REFER TO CONNECTION DETAIL) o INDICATES HOLLOW .STRUCTURAL SECTION (HSS) COLUMN OR STEEL PIPE COLUMN SHEAR WALL SYMBOL (REFER TO SHEAR WALL SCHEDULE) 13INDICATES WOOD POST I W6� REVISION TRIANGLE ■ INDICATES BUNDLED STUDS 0 TILT-LIP/PRECAST CONCRETE WALL PANEL NUMBER (REFER TO TILT -UP/ PRECAST CONCRETE WALL ELEVATIONS) INDICATES CONCRETE COLUMN El 1 CMU WALL REINFORCING SYMBOL (REFER TO CMU WALL REINFORCING SCHEDULE) INDICATES PRECAST CONCRETE C8"-) CONTINUITY PLATE LENGTH (REFER TO TYPICAL DETAIL) _ INDICATES MOMENT FRAME CONNECTION DS INDICATES DOUBLE 'SHEAR CONNECTION (REFER TO THE DOUBLE SHEAR PLATE CONNECTIONS DETAIL) INDICATES DRAG CONNECTION NDICATES NUMBER OF STUD RAIL REQUIRED AT COLUMN (REFER. TO.. STUD RAIL DETAILS) INDICATES WOOD OR STEEL STUD -: WALL SR( ) { � 1 �/ ROOF/FLOOR DIAPHRAGM NAILING SYMBOL (REFER'. TO DIAPHRAGM NAILING SCHEDULE) INDICATES. MASONRY/CMU WALL STEEL COLUMN SYMBOL (REFER_INDICATES TO STEEL COLUMN SCHEDULE)CONCRETE CONCRETE/TILT-UP WALL C1 T SLAB ELEVATION SYMBOL (T/ REFERS TO COMPONENT THAT THE ELEVATION REFERENCES) INDICATES WOOD OR STEEL STUD SHEAR WALL Xa_X., CSTUD BUBBLE (INDICATES NUMBER OF STUDS REQUIRED IF EXCEEDS NUMBER SPECIFIED IN PLAN NOTE) ' _ _ _ _ - INDICATES BEARING WALL BELOW 0 Q --i INDICATES STEP IN FOOTING - (REFER TO TYPICAL STEP IN FOOTING DETAIL) INDICATES EXISTING- WALL 4 1 Alk DETAILS OR SECTION CUT NUMBER/SHEET NUMBER) POST -TENSION: DEAD END (PLAN) Xi/SU(DETAIL D EW ETAI LS (DETAILOR SECTION /SHEET NUMBER) CUT IN PLAN POST -TENSION STRESSING END (PLAN) f , 0 INDICATES LOCATION OF CONCRETE WALLS, SHEAR WALLS OR BRACED FRAME ELEVATIONS 3 POST -TENSION PROFILE (PLAN) (N INCHES) SPAN INDICATOR (INDICATES EXTENTS OF FRAMING MEMBERS OR OTHER STRUCTURAL COMPONENTS) ---�--4 INTERMEDIATE STRESSING (PLAN) r�,- INDICATES DIRECTION OF DECK SPAN ABBREVIATIONS L Angle FIN Finish PSI Pounds Per Square AB Anchor Bolt FLR Floor Inch :ADDL Additional FRP f berg_toss PSL Ferallel Strand ALT Alternate Reinforced Plastic Lumber ARCH Architectural FTG Footing P -T Post -Tensioned 8 .or ..BOT Bottom F/ face of PT -Pressure Treated 8/ Bottom Of GA Gage R Radius ''BLDG Building GALV Galvanized RD Roof Drain BLKG Blocking GEOTECH Geotechnical REF Refer/Reference BMU Brick Masonry Unit GL Glue Laminated REINF Reinforcing BP Baseplate Timber REQD Required BRB Buckling Resisting GWB GypsumWallBoard RET Retaining Braced HDR Header SCB Special Concentric BRG Bearing HF Hem --F i r Braced BTWN Between HGR Hanger SCHED Schedule E Centerline HD Hold-down. SHTHG Sheathing. C Camber HOR-IZ Horizontal SIM Similar CB Castellated Beam HP High Point SMF Special Moment C1P Cast in Place 1155 = TTS (Hollow Frame CJ Construction or Structural Section) SOG Slab on Grade Control Joint IBC International Building SPEC Specification CJP Complete Joint Code SQ Square Penetration ID Inside Diameter SR Studrail CLR Clear IE Invert Elevation SF Square Foot CMU Concrete Masonry If Inside Face SST Stainless Steel Unit INT Interior STAGG Staggeir/Staggered COL Column k Kips STD Standard` -CONC Con cr.et.e KSF-Kips -Per Square Foot STI -FF St i f.f-ene-r CONN Connection LF Lineal Foot STC Steel CONST Construction LL Live Load STRUCT Structural CONT Con' i.nuou,s LLH Long Leg .}tor .i.zonto,J SWWWJ Solid Web Wood C'SINK Countersink LLV Long Leg Vertical Joist CTRD Centered LP Low Point SYM Syrrme-trical 0 Diameter LONGIT Longitudinal T Top DB Drop Beam LSL Laminated Strand Lumber T/ Top Of DBA Deformed Bar Anchor LVL Laminated Veneer Lumber T&B Tope & 1Boltom DBL Double MAS Masonry TC AX LD Top Chord DEMO Demolish MAX Maximum Axial Load DEV Development MECH Mechanical TCX Top Chord. Extension DF Douglas Fir MEZZ Mezzanine TDS Tie Down System DIAG Diagonal MFR Manufacturer TBG Tongue & Groove .D.I.ST Distributed MEN Minimum THKND Thickened DL Dead Load MISC Miscellaneous THRD Threaded ' ; DN Down NIC Not to Contract THRUU Through DO Ditto NTS Not To Scale TRANSV Transverse DP Depth/Deep OC On Center TYP Typical DWG Drawing DOB Ordinary Coracen't'r'i-c DBC -Uniform -Bu-i td-ing (E) Existing Braced Code EA Each OD Outside Diameter UNO Unless Noted EF Each_;- Face OF -'Outside Face -Otherwise EL Elevation OPNG Opening URM Unreinforced ELEC Electrical OPP Opposite Masonry Unit ELEV Elevator .OWSJ Open Web Steel Joist VERT Ver :t::i.ca:l EMBED Embedment OWWJ Open Web Wood Joist W Wide EQ Equal E Plate W/ With EQUIP Equipment PAF Powder Actuated Fastener W/O Without EW Each Way PC Precast WHS Welded Headed Stud EXP Expansion PERP Perpendiclrl'or WV Work irug- Point EXP JT Expansion Joint PLWD Plywood WWF Welded Wire Fabric _ EXT Exterior PP Partial Penetration ± Plus or Minus FD F-Ioo-r Drain PREFAB Prefabricated FDN Foundation PSF Pounds per Square. Foot I SCARENO ASSOCIATES Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206:325:3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE -OF-ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13011-0236 DATE 7/5/13 DRAWN BY SIB PRINCIPAL.IN C.HA.RGE. TB REVISIONS NO. DATE —3 8/27/2013 . .l C '1 'E. :. S® 818 STEWART STREET • SUITE 1000 SEATTLE, WASHINGTON .98101. PHONE: (206) 332-1900 • FAX: (206) 332-1600 WEBSITE: www:dci-engineers.com CIVIL / STRUCTURAL © Copyright 08/2013 D'Amato Conversano Inc. All Rights Reserved This document. end the ideas and deeigns- may not be reused, in whole or in part. without written permission from D'Amato Cbnverneno Inc. D'Amato Canversono Inc. disclaims any responsibility for its unauthorized use. PROGRESS 7/3/13 PERMIT SET 7/17/13 SHEET TITLE STRUCTURAL GENERAL NOTES LEGEND & ABBREVIATIONS SHEET NO. S-102 COPYRIGHT 2013 TISCARENO ASSOCIATES PS 13011-0236 S-102.dwg 28—Aug-13 8:03 AM sbrown % VIL * yr a wrsvvrrra BUILDING DIVISIO 181'-6" 50'-0" 53'-0" 53'-0" 25'-6" 4 J CD CD 5 20'-0" MIN fMW,t:WNW., }s}sri3 s 's3's33 iftffi f 53 t 12'-0" MIN n CD ,Zo CD CD CD TYPICAL,WALL UNO IN SHEAR WALL SCHEDULE 6005200-68 STUDS © 24"OC 600T200-43 TRACK T&B STUD AND SHEAR WALL PLAN NOTES: 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-101 AND S-102. 2. ALL INTERIOR NON—BEARING, NON—STRUCTURAL WALL STUDS AND DEFLECTION TRACKS SHALL BE DESIGNED BY STUD SUPPLIER. ALLOW FOR SLAB DEFLECTIONS AS NOTED ON STRUCTURAL GENERAL NOTES. LOAD AND SUBMITTAL REQUIREMENTS PER STRUCTURAL GENERAL NOTES. ATTACH PER 2/S-302. 3. COLD—FORMED BEAMS AND HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (2) FULL HEIGHT STUDS MINIMUM EACH END OF BEAM OR HEADER UNO. TOP AND BOTTOM TRACK OF HEADER TO BE SAME AS TRACK SPECIFIED FOR BEARING WALLS AT EACH LEVEL UNO. WHERE ADDITIONAL FULL HEIGHT STUDS ARE REQUIRED, THE TOTAL NUMBER OF STUDS SHALL BE NOTED THUS: •o 4. BEARING AND FULL HEIGHT STUDS AT HEADERS AND BEAMS TO BE CONTINUOUS TO FOUNDATION. BUNDLED STUDS SHALL BE ATTACHED PER THE STRUCTURAL GENERAL NOTES. 5. BEARING WALL STUD AND TRACKS SHALL BE PER PLAN. STUDS SHALL ALIGN WITH JOISTS AT LEVELS ABOVE AND BELOW. ATTACH TRACKS PER 4/S-301 UNO IN SHEAR WALL SCHEDULE. Ls It 6. PROVIDE BRIDGING © 4'-0 ABOVE FINISHED FLOOR AT ALL BEARING WALLS. BRIDGING SHALL BE CHANNEL PER 10/S-302. PROVIDE CHANNEL ANCHORAGE PER 12/S-302. 7. SHEAR WALL AND SHEATHING ATTACHMENT REQUIREMENTS PER SHEAR WALL SCHEDULE 12/S-301. 8. f INDICATES HOLD—DOWN TYPE PER HOLD—DOWN SCHEDULE 10/S-301. 9. TYPICAL DETAILS PER: 4/S-301 3/S-301 10/S-302 12/S-302 2/S-302 12/S-301 10/S-301 TYPICAL TOP AND BOTTOM TRACK DETAIL TYPICAL TRACK SPLICE TYPICAL STEEL STUD WALL BRIDGING TYPICAL STEEL STUD BEARING/SHEAR WALL CHANNEL BRIDGING ANCHORAGE TYPICAL NON—BEARING WALL CONNECTION TO JOISTS SHEAR WALL SCHEDULE HOLD—DOWN SCHEDULE STUD AND SHEAR WALL 0 CD 0 co 0 N I REVIEWED FOR ODE COMPLIANCE APPROVED SEP 0 4 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 30.2013 PERMIT CENTER PLAN - EAST SCALE: 1/8"=1'-0" ref. �{xafa>,'���> e.aMat., TISCARENO ASSOCIATES ARC:—'I1 S•CT- URE + URBAN DIES N Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13011-0236 DATE DRAWN BY 7/5/13 SJB TB PRINCIPAL IN CHARGE REVISIONS NO. DATE DCI ElliGirlEER Se 818 STEWART STREET • SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 • FAX: (206) 332-1600 WEBSITE: www.dci-engineers.com CIVIL /STRUCTURAL © Copyright 07/2013 D'Amato Conversano Inc. All Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amoto Conversono Inc. D'Amato Conversono Inc. disclaims any responsibility for its unauthorized use. PROGRESS 7/3/13 PERMIT SET 7/17/13 SHEET TITLE STRUCTURAL STUD & SHEAR WALL PLAN - EAST SHEET NO. S-201 COPYRIGHT 2013 TISCARENO ASSOCIATES PS 13011-0236 S-201.dwg 17—Jul-13 8:24 AM sbrown 150'-0" 25'-6" 24'— 6" 50'—O" 50'-0" CONTRACTOR TO VERIFY A MINIMUM OF (2) STRUCTURALLY SHEATHED SHEAR WALLS TO REMAIN IN BOTH DIRECTIONS AFTER DEMO t (E) STAIR CONTRACTOR TO VERIFY STAIR SUPPORT IS NOT REMOVED STUD AND SHEAR WALL PLAN NOTES: 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-101 AND S-102. 2. ALL INTERIOR NON—BEARING, NON—STRUCTURAL WALL STUDS AND DEFLECTION TRACKS SHALL BE DESIGNED BY STUD SUPPLIER. ALLOW FOR SLAB DEFLECTIONS AS NOTED ON STRUCTURAL GENERAL NOTES. LOAD AND SUBMITTAL REQUIREMENTS PER STRUCTURAL GENERAL NOTES. ATTACH PER 2/S-302. 3. COLD—FORMED BEAMS AND HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (2) FULL HEIGHT STUDS MINIMUM EACH END OF BEAM OR HEADER UNO. TOP AND BOTTOM TRACK OF HEADER TO BE SAME AS TRACK SPECIFIED FOR BEARING WALLS AT EACH LEVEL UNO. WHERE ADDITIONAL FULL HEIGHT STUDS ARE REQUIRED, THE TOTAL NUMBER OF STUDS SHALL BE NOTED THUS: • 4. BEARING AND FULL HEIGHT STUDS AT HEADERS AND BEAMS TO BE CONTINUOUS TO FOUNDATION. BUNDLED STUDS SHALL BE ATTACHED PER THE STRUCTURAL GENERAL NOTES. 5. BEARING WALL STUD AND TRACKS SHALL BE PER PLAN. STUDS SHALL ALIGN WITH JOISTS AT LEVELS ABOVE AND BELOW. ATTACH TRACKS PER 4/S-301 UNO IN SHEAR WALL SCHEDULE. TYPICAL WALL UNO IN SHEAR WALL SCHEDULE! 600S200-68 STUDS © 24"OC 600T200-43 TRACK T&B S6 15'-0" MIN 6. PROVIDE BRIDGING © 4'—O" ABOVE FINISHED FLOOR AT ALL BEARING WALLS. BRIDGING SHALL BE CHANNEL PER 10/S-302. PROVIDE CHANNEL ANCHORAGE PER 12/S-302. 7. SHEAR WALL AND SHEATHING ATTACHMENT REQUIREMENTS PER SHEAR WALL SCHEDULE 12/S-301. 8. J INDICATES HOLD—DOWN TYPE PER HOLD—DOWN SCHEDULE 10/S-301. 9. TYPICAL DETAILS PER: 4/S-301 3/S-301 10/S-302 12/S-302 2/S-302 12/S-301 10/S-301 0 0 40)7 TYPICAL TOP AND BOTTOM TRACK DETAIL TYPICAL TRACK SPLICE TYPICAL STEEL STUD WALL BRIDGING TYPICAL STEEL STUD BEARING/SHEAR WALL CHANNEL BRIDGING ANCHORAGE TYPICAL NON—BEARING WALL CONNECTION TO JOISTS SHEAR WALL SCHEDULE HOLD—DOWN SCHEDULE REVIE D„ R. CODE COMPLIANCE, APPROVED SEP 0 4 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 30.2013 PERMIT CENTER STUD AND SHEAR WALL PLAN - WEST SCALE: 1/g"=1'-0" T1SCARENO ASSOCIATES ARCHITECTURE. 4- URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13011-0236 DATE DRAWN BY 7/5/13 SJB PRINCIPAL IN CHARGE TB REVISIONS NO. DATE DCI G neeI',::_so 818 STEWART STREET • SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 • FAX: (206) 332-1600 WEBSITE: www.dci-engineers.com CIVIL /STRUCTURAL © Copyright 07/2013 D'Amato Conversano Inc. All Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversono Inc. disclaims any responsibility for its unauthorized use. PROGRESS 7/3/13 PERMIT SET 7/17/13 SHEET TITLE STRUCTURAL STUD & SHEAR WALL PLAN - WEST SHEET NO. S-202 COPYRIGHT 2013 TISCARENO ASSOCIATES PS 13011-0236 S-202.dwg 17—Jul-13 8:24 AM sbrown TISCARENO ASSOCIATES ARC IT ECTI,)ReE+UIRBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 TYPICAL INTERIOR RIM TRACK UNO ON PLAN 1200T200-54 t usoarSvksswevarris.: TYPICAL HEADER UNO ON PLAN i I (3) 120052004$ :�±55SSSSSSS.SSSSSAiS3SlS9Ltftfit>f{ffN545SV ; >w»ankwk.V.SUV�N'�uvu MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS 1200T200-54 RIM TRACK HDR PER 11/S303 PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13011-0236 1200T200-54 RIM TRACK HDR PER 11/S303 7/5/13 DRAWN BY /A6"DPx22GA (B) METAL DECK T STL PER ARCH PRINCIPAL IN CHARGE REVISIONS NO. DATE E f M f ® 818 STEWART STREET • SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 • FAX: (206) 332-1600 WEBSITE: www.dci-engineers.com CIVIL /STRUCTURAL © Copyright 07/2013 D'Amato Conversano Inc, All Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for Its unauthorized use. FLOOF FRAMING PLAN NOTES: 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-101 AND S-102. 7. RIM TRACK AT EACH S 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. 4. METAL DECK PER PLAN AND STRUCTURAL GENERAL NOTES. ATTACH WITH (4) #12 SCREWS TO EACH JOIST AND #10 SCREWS © 6"OC AT SIDE LAPS AND EDGES PER 5/S-302. SHALL BE PER PLAN. AT DOUBLE JOISTS, ATTACH ITH (5) #12 SCREWS NGLE OR DOUBLE STUD. ATTACH RIM TRACK AT H DERS PER 7/S-303. 8. ATTACH EACH DOUBLE JOIST TO RIM TRACK TAB WITH (10) #10 SCREWS. 9. BEARING STUD, SHEAR WALL, HOLD—DOWN, AND POST BELOW PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. 10. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING AND ALL TEMPORARY BRACING/STABILITY OF SYSTEM DUE TO CONSTRUCTION LOADS. 11. TYPICAL DETAILS PER: REVIE, ,: D CODE COPP CE APPROVED SEP 0 4 2013 SHEET TITLE STRUCTURAL FLOOR FRAMING PLAN - EAST SHEET NO. 5. ALL INTERIOR NON—BEARING, NON—STRUCTURAL WALL STUDS SHALL BE BIDDER DESIGNED. LOADS AND SUBMITTAL REQUIREMENTS PER STRUCTURAL GENERAL NOTES. ATTACHMENT PER 2/S-302. 6. BEAM AND HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. BEAMS TO BE UNPUNCHED UNO. S-301 4/S-302 11/S-303 7/S-303 5/S-302 2/S-302 TYPICAL STEEL STUD DETAILS TYPICAL FLOOR FRAMING CONSTRUCTION TYPICAL RIM TRACK HEADER TYPICAL BOX HEADER TYPICAL METAL DECK ATTACHMENT TYPICAL NON—BEARING WALL CONNECTION TO JOISTS RECEIVED CITY OF TUKWILA JUL 3 0 201 PERMIT CENTER COPYRIGHT 2013 TISCARENO ASSOCIATES PS 13011-0236 S-203.dwg 17—Jul-13 8:24 AM sbrown 150'-0" 25'-6" 24'-6" 50'-0" 50'-0" Tr - 1t HATCHED AREA INDICATES: AREA TO BE SHORED DURING DEMOLITION & CONSTRUCTION OF NEW FRAMING sn TYPICAL INTERIOR RIM TRACK UNO ON PLAN 1200T200-54 9/1_6"DPx22GA (BI METAL DECK T/STL PER ARCH I FLOOR FRAMING PLAN NOTES: 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, AB S-101 AND S-102. TYPICALIHEADER UNO ON PLAN (3) 1200S230-68 EVIATIONS AND LEGEND PER 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. 4. METAL DECK PER PLAN AND STRUCTURAL GENERAL NOTES. ATTACH WITH (4) #12 SCREWS TO EACH JOIST AND #10 SCREWS © 6"OC AT SIDE LAPS AND EDGES PER 5/S-302. 5. ALL INTERIOR NON—BEARING, NON—STRUCTURAL WALL STUDS SHALL BE BIDDER DESIGNED. LOADS AND SUBMITTAL REQUIREMENTS PER STRUCTURAL GENERAL NOTES. ATTACHMENT PER 2/S-302. 6. BEAM AND HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. BEAMS TO BE UNPUNCHED UNO. tri a{r T,ri ug "1�i tgaiifF 0 0 N 0 N 0 0 N 1_377.1 7. RIM TRACK SHALL BE PER PLAN. AT DOUBLE JOISTS ATTACH WITH (5) #12 SCREWS AT EACH SINGLE OR DOUBLE STUD. ATTACH RIM TRCK AT HEADERS PER 7/S-303. 8. ATTACH EACH DOUBLE JOIST TO RIM TRACK TAB WITH (10) #10 SCREWS. 9. BEARING STUD, SHEAR WALL, HOLD—DOWN, AND POST BELOW PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. 10. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING AND ALL TEMPORARY BRACING/STABILITY OF SYSTEM DUE TO CONSTRUCTION LOADS. 11. TYPICAL DETAILS PER: S-301 4/S-302 11/S-303 7/S-303 5/S-302 2/S-302 TYPICAL STEEL STUD DETAILS TYPICAL FLOOR FRAMING CONSTRUCTION TYPICAL RIM TRACK HEADER TYPICAL BOX HEADER TYPICAL METAL DECK ATTACHMENT TYPICAL NON—BEARING WALL CONNECTION TO JOISTS RVWEPR Ll NCE SEP 0 4 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 3 0 2013 PERMIT CENTER FLOOR FRAMING PLAN - WEST SCALE: 1/8"=1'-0" TiSCARENO ASSOC ATES r.R,cH, GCT SUE. -'- Uru.AN Dr 1''C'N. Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13011-0236 DATE 7/5/13 DRAWN BY SJB PRINCIPAL IN CHARGE TB REVISIONS NO. DATE DCI fl [i ® 818 STEWART STREET • SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 • FAX: (206) 332-1600 WEBSITE: www.dci-engineers.com CIVIL / STRIJCTIJRAL © Copyright 07/2013 D'Amoto Conversano Inc. All Rights Reserved This document, and the ideasand designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amoto Conversano Inc. disclaims any responsibility for Its unauthorized use. PROGRESS 7/3/13 PERMIT SET 7/17/13 SHEET TITLE STRUCTURAL FLOOR FRAMING PLAN - WEST SHEET NO. S-204 COPYRIGHT 2013 TISCARENO ASSOCIATES PS 13011-0236 S-204.dwg 17—Jul-13 8:24 AM sbrown CD z 0 0 cat CD 0 NOTES: 1 METAL DECKING SHALL NOT END OR BE SPLICED WITHIN 24" CLEAR OF ANY OPENING. C BAY C BAY EQ EQ EQ EQ PNG m II II II II 3" MAX 3" MAX m I � CD X V II II PER PLAN PER PLAN C JOIST C JOIST 2. OPENINGS ARE NOT INTENDED TO SUPPORT MECHANICAL EQUIPMENT ABOVE WITHOUT ADDITIONAL FRAMING. PLAN - TYPICAL METAL DECK OPENING 07182 SCREWS PER HD MFR PLAN EXTEND FRAMING & SHTHG TO CONCEAL HD WHERE OCCURS— EA SIDE 1-12 TYP PER NOTE PLAN (2) HD'S - WHERE OCCURS PER PLAN T/(E) SLAB PER ARCH C JOIST • • DRILL & EMBED THRD ROD 31/2" INTO (E) SOG W/ HILTI HIT—HY200 ADHESIVE • • • • Tr DECK FLUTE, TYP STL JOIST BELOW, TYP SCALE: 1/2"= If SHEAR WALL PANEL EDGE SCREWS PER SHEAR WALL SCHED AT (1) HD COMPRESSION STUD & WALL END STUD FIELD SCREWS AT ALL FIELD SCREWS AT ALL OTHER STUDS SIZE & NUMBER OF STUDS PER PLAN SHTHG PER PLAN HD PER PLAN TRACK PER PLAN (E) SOG NOTE: AT BACK—TO—BACK STUDS, IT IS ACCEPTABLE TO ATTACH STUDS TOGETHER WITH (2) #10 SCREWS © 12"OC IN LIEU OF WELD. HOLD-DOWN TO CONCRETE FOOTING 07082AM SCALE: 1"=1'-0" STL STUD WALL PER PLAN ATTACH TRACK TO CONC PER 4/S-301 TRACK PER PLAN =1 11-1 I 1-1 11-1 I1- I -I I - NOTE: FOR BEARING WALL ONLY. SHEAR WALL ATTACHMENT PER SHEAR WALL SCHEDULE. TYPICAL STEEL STUD WALL AT INTERIOR FOOTING 03073M TOPPING OVER METAL DECK PER PLAN (NO TOPPING AT ROOF) T/SLAB SCALE: 3/4"=1'-0" JOIST SECTION TO MATCH RIM TRACK SIZE & THICKNESS W/ (8) #12 SCREWS TO EA RIM TRACK PER PLAN RIM TRACK TO TOP TRACK ATTACHMENT PER METAL DECK EDGE ATTACHMENT PER PLAN RIM TRACK PER PLAN STL STUDS PER PLAN, TYP • • • •• • • • • • • SCREWS • • • • CONCRETE EMBEDMENT • • ADHESIVE [3] • S/HDU4 6" (6) #14 31/2" 6" 3970 NOTE: DO NOT SPLICE RIM TRACK WITHIN 48" OF TOP TRACK. TYPICAL RIM TRACK SPLICE 07101 • • • • I" TRACK BEYOND PER PLAN JOIST PER PLAN, TYP SCALE: 1"=1'-0" HOLD-DOWN SCHEDULE (STEEL STUDS) TYPE STUDS REQUIRED AT HOLD—DOWN SCREWS ANCHOR CAPACITY (LBS) CONCRETE EMBEDMENT DIAMETER ADHESIVE [3] 68MIL S/HDU4 (2) 600S200-68, UNO (6) #14 31/2" 5/8" 3970 (2) S/HDU4 (3) 600S200-68, UNO (12) #14 31/2" 5/8" 7940 NOTES: [1] TYPICAL HOLD—DOWN DETAILS PER 5/S-301. [2] PROVIDE PANEL EDGE SCREWS AT HOLD—DOWN STUDS PER SHEAR WALL SCHEDULE. CONNECT STUDS TOGETHER PER STRUCTURAL GENERAL NOTES. PROVIDE BACK TO BACK STUD FOR HOLD—DOWN TO CONNECT TO AT END OF STUD BUNDLE. [3] THREADED ROD WITH ADHESIVE PER STRUCTURAL GENERAL NOTES. HOLD-DOWN SCHEDULE 01421M SCALE: NONE 10 (3) #10 SCREWS TYP EA SIDE OF SPLICE TRACK PER PLAN S162 x THICKNESS TO MATCH TRACK, NESTED IN TRACK STUDS TO BE FULLY SEATED AGAINST TRACK (1/16" MAX GAP) TRACK PER PLAN NO PUNCHOUT SHALL OCCUR WITHIN 1.5 x STUD DEPTH OR 10" MIN FROM END OF STUD STL STUDS PER PLAN NOTE: NOTE: TOP AND BOTTOM TRACK SPLICES SHALL BE STAGGERED 48" MINIMUM. TYPICAL TRACK SPLICE 07001 STL STUDS PER PLAN BOT TRACK PER PLAN T/SLAB PER PLAN I ANGLE SCALE: NONE OF THIS DETAIL APPLIES TO TOP AND BOTTOM TRACKS OF ALL STRUCTURAL STEEL STUD WALLS UNO. (1) #10 SCREW EA STUD FLANGE, TYP (2) #10 SCREWS © 12"OC TO COLD—FORMED STL, (2) PAF © 12"OC W,/ 3/4" EMBED TO CONC, (2) PAF © 12' OC TO STL UNO ON SHEAR WALL SCHED 3 TYPICAL TOP AND BOTTOM TRACK DETAIL 07000 C ANGLE 6'-0"OC MAX AT INT WALL PANELS z 0 U w CONC SLAB PER PLAN ANGLE PER NOTES: SECTION, TYP 1. SHIMS SHALL BE LOCATED DIRECTLY BENEATH ALL STUDS WITH FULL BEARING. SHIMS SHALL BE POSITIVELY ATTACHED TO THE BOTTOM TRACK AND EXTEND A MIN OF 1/8" ON EACH SIDE OF THE TRACK. SHIM PRODUCT DATA SHALL 'BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD FOR APPROVAL PRIOR TO INSTALLATION. PLASTIC SHIM AT EA STUD PER NOTE 1 NalIMEMNIMEZIIIMEMMENSONAME4111111°.s,a 3h:4� 2'-0"OC MAX AT EXT WALL PANELS PER NOTE 4 GROUT PER NOTE 2 2. IN LOCATIONS WHERE THE GAP BETWEEN THE BOTTOM OF THE TRACK AND THE TOP OF SLAB EXCEEDS 1/4", DRY—PACK GROUT SHALL BE PLACED BETWEEN THE SHIMS. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR ALL GROUTING BENEATH STEEL STUD WALLS. A 3/4" DIA HOLE SHALL BE DRILLED AT 10'-0"OC MAX TO ENSURE SOLID GROUTING BENEATH THE TRACK. 3. WHERE THE GAP BETWEEN THE BOTTOM OF THE TRACK AND THE TOP OF SLAB EXCEEDS 1" CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR ALTERNATIVE PROCEDURES. 4. AT EXTERIOR WALLS, ADDITIONAL ANGLE IS REQUIRED ON EACH SIDE OF DOOR AND WINDOW OPENINGS. INSTALL ANGLES ON INTERIOR FACE OF EXTERIOR STUD WALL. TYPICAL STEEL STUD BEARING REQUIREMENTS (NON -SHEAR WALL) 07002 c11/2xAS REQDx54MIL x 6" W/ (3) #10 SCREWS TO TRACK & (2) PAF W/ 3/4" EMBED TO SLAB T/SLAB —0- 1y SCALE: NONE STL STUD BEYOND PER PLAN PER PLAN CONC SLAB PER PLAN — 4' . SECTION SHEAR WALL SCHEDULE FOR 7/16" OSB ONE—SIDED WALL TYPE MINIMUM STUD THICKNESS TOP AND BOTTOM TRACK SCREW SPACING AT PANEL EDGES TOP AND BOTTOM TRACK ATTACHMENT SHEAR CAPACITY (PLF) TO RIM TRACK TO CONCRETE 68MIL 600S200-68 600T200-68 6"OC #10 © 6"OC /8"0 SCREW ANCHOR © 48"OC EMBED 31/4" 492 S6> 600S200-68 600T200-68 4"OC #10 © 4"OC 5/8"0 SCREW AN HO 24"OC EMBED C3 /R" 739 S4 > NOTES: [1] PROVIDE BRIDGING AT ALL SHEAR WALLS PER 10/S-302. [2] PROVIDE BLOCKING AT ALL PANEL EDGES. [3] [4] [5] [6] PROVIDE MINIMUM (2) STUDS AT EACH END OF SHEAR WALL WELDED TOGETHER PER STRUCTURAL GENERAL NOTES. STUD ATTACHMENT TO TOP AND BOTTOM TRACK PER 4/S-301. ATTACH "OSB PANEL" TO STEEL STUD FRAMING WITH #6 x 11/4" SELF—DRILLING 3/4" LONG DRILL TIP BUGLE HEAD SCREWS (MINIMUM SHANK 0 = .138", MINIMUM HEAD DIAMETER = .3145"). SCREW FASTENER HEAD MUST BE FLUSH WITH PANEL SURFACE AND PENETRATE INTO THE STEEL STUD FRAMING MEMBER A MINIMUM OF (3) EXPOSED THREADS. INSTALL FASTENER WITH A MINIMUM 3/8" EDGE DISTANCE. PROVIDE FASTENERS © 12"OC ALONG INTERMEDIATE FRAMING MEMBERS. SHEAR WALL SCHEDULE 01434BM GROUT (PLASTIC SHIM AT STUD BEYOND) s-00 SCALE: 1"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2013 City of Tulkwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL' 3 0 201 PERMIT CENTER SCALE: NONE T1SCARENO ASSOCIATES ARCHITEC7(IRE DESIGN Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13011-0236 DATE 7/5/13 DRAWN BY SJB PRINCIPAL IN CHARGE TB REVISIONS NO. DATE DCI e 818 STEWART STREET • SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 • FAX: (206) 332-1600 WEBSITE: www.dci-engineers.com CIVIL /STRUCTURAL © Copyright 07/2013 D'Amato Conversano Inc. All Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. PROGRESS 7/3/13 PERMIT SET 7/17/13 SHEET TITLE STRUCTURAL FRAMING DETAILS SHEET NO. S-301 COPYRIGHT 2013 TISCARENO ASSOCIATES PS 13011-0236 S-301.dwg 17—Jul-13 8:25 AM sbrown METAL DECK SHEET WIDTH, TYP METAL DECK OVER LAP ONE FLUTE MIN METAL DECK PER PLAN 1 METAL DECK EDGE ATTACHMENT PER PLAN • METAL DECK SIDE LAP ATTACHMENT PER PLAN JOIST PER PLAN 9 RIM TRACK PER PLAN •. 1, . • • • LOW FLUTE MUST LAND ON RIM TRACK TO ACCOMMODATE METAL DECK EDGE ATTACHMENT f BOT TRACK PER PLAN PLAN -TYPICAL METAL DECK ATTACHMENT 07180 c11/2x11/2x54MIL x 3" W/ (2) #10 SCREWS EA LEG STL STUD PER PLAN & SCHED STUD WALL PER PLAN METAL DECK EDGE ATTACHMENT PER PLAN SCREWS ATTACH TO EA JOIST PER PLAN, TYP SCALE: 111=11-0" T/SLAB PER PLAN TOPPING OVER METAL DECK PER PLAN CEILING SHTHG WHERE OCCURS (SIZE & CONN PER ARCH) T/SLAB a cD JOIST PER PLAN RESILIANT CHANNEL @ 12"OC MAX NON-BEARING STL STUD WALL PER ARCH W/ #10 SCREWS @ 12"OC MAX TO RESILIENT JOISTS PERPENDICULAR TO WALL CHANNEL ABOVE TOPPING OVER METAL DECK PER PLAN PER PLAN CEILING SHTHG WHERE OCCURS (SIZE & CONN PER ARCH) ict JOISTS PARALLEL TO WALL TYPICAL NON-BEARING WALL CONNECTION TO JOISTS 1> JOIST PER PLAN RESILIANT CHANNEL @ 12"OC MAX NON-BEARING STL STUD WALL PER ARCH W/ #10 SCREWS @ 1211OC MAX TO RESILIENT CHANNEL ABOVE 07190 SCREW AT BLKG TO MATCH METAL DECK EDGE ATTACH PER PLAN- T/SLAB PER PLAN SCALE: 1"=11-0" TOPPING OVER METAL DECK PER PLAN (NO TOPPING AT ROOF) JOIST PER PLAN, TYP c11/2x4x54MIL x 5" W/ (3) #10 SCREWS EA LEG SOLID BLKG AT EA END BAY OF BRIDGING RUN & @ 8'-O"OC MAX TYPICAL STEEL JOIST BRIDGING 07102 c11/2x4x54MIL x 3" (LLH) W/ (2) #10 SCREWS EA LEG 11/2x43MIL TAUT HORIZ FLAT STRAP @ 48"OC MAX UNO PER PLAN NOTES. SPLICE PER 4/S-303 S162-43 BLKG INSTALL AT ENDS OF STRAP & 12'-0"OC MAX (4) #10 SCREWS MIN EA SIDE OF BLKG MIN #10 SCREW AT EA STRAP TO STUD NOTES: 1. PROVIDE BRIDGING THRU OPTIONS A, B, OR C FOR STUD DEPTHS 6" OR LESS. FOR STUD DEPTHS GREATER THAN 6" USE OPTION A. DOUBLE FLAT STRAP BRIDGING WITH BLOCKING 2. BRIDGING SHALL BE INSTALLED AND ADEQUATELY ANCHORED PER 12/S-302 PRIOR TO APPLYING AXIAL LOADING TO STUDS. TYPICAL STEEL STUD WALL BRIDGING 07010 STD PUNCHOUT STRAP 2"x43MIL @ 8'-0"OC W/ (1) #10 SCREW EA JOIST & (3) #10 SCREWS TO BLKG c11/2x11/2x54MIL x 5" W/ (3) #10 SCREWS EA LEG SCALE: 1 "=1'-0" c11/2x11/2x(STUD DEPTH-1/2")x54MIL (2) #10 SCREWS EA LEG 1111014 1/16 1 11/2" 16 54MIL x 1/2 n 1/2„ BRIDGING CHANNEL @ 48"OC MAX, UNO PER PLAN NOTES. SPLICE PER 4/S-303 STL STUD PER PLAN PLAN VIEW NOTE: 43MIL MINIMUM STUD THICKNESS FOR WELDING. SCREW ATTACHED WELD ATTACHED BRIDGING CHANNEL WITH ANGLE B BRIDGING CHANNEL WITH ANGLE SCALE: NONE T/STL PER PLAN TAB PER RIM TRACK MFR JOIST TO TAB CONN PER PLAN, TYP JOIST PER PLAN, TYP RIM TRACK PER PLAN, TYP DBL JOIST BEAM PER PLAN NOTE: JOIST ON ONE SIDE ONLY WHERE OCCURS PER PLAN. TYPICAL JOIST ATTACHMENT TO DOUBLE JOIST BEAM 07152M STRONGBACK STUD SIZE SCALE: 1"=1'-0" VENT OR CONDUIT BY TOP TRACK PER PLAN JOIST TO RIM TRACK ATTACHMENT PER PLAN, TYP (1) #12 SCREW TO TOP FLANGE AT EA JOIST, TYP RIM TRACK PER PLAN JOIST PER PLAN, TYP STL STUD WALL PER PLAN, TYP NOTE: 1. TAB MUST ATTACH TO HARD SIDE OF THE JOIST WEB. 2. ATTACH RIM TRACK TO STEEL STUD PER PLAN. 3. JOISTS MUST ALIGN WITH LOAD BEARING WALL STUD ABOVE AND BELOW. NOTIFY STRUCTURAL ENGINEER OF RECORD TO REVIEW WALL LOAD IF OTHER CONDITIONS EXIST. TYPICAL FLOOR FRAMING CONSTRUCTION 07100 '\ — CUSTOM STRONGBACK STUD MAX STRONGBACK SPACING PARALLEL TO JOIST 600S200-68 PLANA PERPENDICULAR TO JOISTS & 12'-0" HIGH 1200S200-68 12'-0" PLAN B 1200S300-97 16'-0" I IV I STUD BR PER PLAN DGING DISCONTINUOUS% i BRIDGING � ® ; > - S _ € € € € € 1 1 BOT TRACK PER PLAN I € I 1 € I w _L 1 1 I I I 1 1 j 1 _ PROVIDE c11//x11/7x54MIL x (STUD DEPTH -1/9") _MAX DISTANCE TO END OF WALL PANEL OR DISCONTINUOUS E STRONGBACK BRIDGING < 1/2 OF MAX STRONGBACK SPACING PER SCHED, TYP STRONGBACK STUD PER SCHED BOT TRACK BEYOND W (3) #10 SCREWS INTO STRONGBACK STUD & 2 PAF W/ 3/4" EMBED INTO CONC] 3) #10 SCREWS INTO TRACK], TYP AT T&B OF STRONGBACK STUD. MAX SPACING BTWN STRONGBACK STUDS PER SCHED WALL PANEL ELEVATION TYP STUD SPACE PER PLAN C STRONGBACK STUD WALL PER PLAN, DBL STUD WHERE OCCURS BRIDGING CHANNEL & ANGLE PER 10/S-302 PLAN AT TYPICAL STRONGBACK STUD SCALE: NONE NOTE: COORDINATE STRONGBACK LOCATIONS WITH LIGHT SWITCH AND ELECTRICAL BOXES. TYPICAL STEEL STUD BEARING/SHEAR WALL CHANNEL BRIDGING ANCHORAGE 07021M SCALE: 1"=11-0" TYPICAL STRONGBACK SCHEDULE STUD WALL TYPE CUSTOM STRONGBACK STUD MAX STRONGBACK SPACING PARALLEL TO JOIST 600S200-68 EA END OF WALL PERPENDICULAR TO JOISTS & 12'-0" HIGH 1200S200-68 12'-0" PERPENDICULAR TO JOISTS & 14'-0" HIGH 1200S300-97 16'-0" • REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2013 City of Tukwila UILDING DIVISION VENT OR CONDUIT NOTES: 1. INFORMATION SHOWN BUT NOT NOTED PER PLAN A. 2. WHERE BRIDGING IS DISCONTINUOUS (DUE TO MECHANICAL, ELECTRICAL, PLUMBING, WINDOWS OR DOORS, ETC), PROVIDE STRONGBACK STUD AND BRIDGING ANGLES ON BOTH SIDES OF INTERRUPTION AS SHOWN. PLAN AT DISCONTINUOUS BRIDGING SCALE: NONE btTso SCALE: 1/2"= RECEIVED CITY OF TUKWILA JUL 30.2013 PERMIT CENTER I) TiSCARENO ASSOCIATES A cy+7EcfuRE4-URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13011-0236 DATE 7/5/13 DRAWN BY SJB PRINCIPAL IN CHARGE TB REVISIONS NO. DATE DCI anG[nee1:-,se 818 STEWART STREET • SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 • FAX: (206) 332-1600 WEBSITE: www.dci-engineers.com CIVIL /STRUCTURAL © Copyright 07/2013 D'Amato Conversano Inc. All Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversono Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. PROGRESS 7/3/13 PERMIT SET 7/17/13 SHEET TITLE STRUCTURAL FRAMING DETAILS SHEET NO, S-302. COPYRIGHT 2013 TISCARENO ASSOCIATES PS 13011-0236 S-302.dwg 17—Jul-13 8:25 AM sbrown CUT BACK (E) JOIST & ADD 2x BLKG OR CONT 2x RIM TOP TRACK PER PLAN, CONN TO WALL PER 4/S301 SHTHG WHERE OCCURS (E) SHTHG JOINT BTWN (E) JOISTS RIM TRACK PER PLAN STL STUD WALL PER PLAN STUD WALL PERPENDICULAR AT EXISTING FRAMING �A 4 SHORE (E) FRAMING UNTIL STUD BRG WALLS & SHTHG ARE INSTALLED (1) JOIST ON EA SIDE OF NON -CONTINUOUS (E) JOISTS (E) BRG WALL TO BE REMOVED SCALE: 1"= l'-0" T/(E) SHTHG PER ARCH JOIST PERP TO (E) JOISTS PER PLAN STL STUD PER PLAN & SCHED HORIZ FLAT STRAP SPLICE p4ST FR A'N Spq� F S162-43 BLKG INSTALL AT SPLICE (4) #10 SCREWS MIN EA SIDE OF SPLICE INTO BLKG AT EQUAL SPACES MIN #10 SCREW AT EA STRAP TO STUD DOUBLE FLAT STRAP BRIDGING SPLICE NOTE: ATTACH BLOCKING/BRIDGING TO STEEL STUDS PER 10/S-302. TYPICAL STEEL STUD WALL BRIDGING SPLICE DETAIL 07011 T300-68 x 5" W/ (10) #12 SCREWS TO STUD & (6) #12 SCREWS TO BOX HDR EA END RIM TRACK PER PLAN - T/SLAB PER PLAN TOP TRACK RIM TRACK TO BOX HDR CONN PER PLAN DIAPHRAGM EDGE ATTACHMENT TOPPING OVER METAL THRU RIM TRACK. TOP TRACK DECK PER PLAN (NO & BOX HDR PER PLAN TOPPING AT ROOF) T • • Si TAB PER RIM TRACK MFR JOIST TO TAB CONN PER PLAN NOTE: FRAMING ABOVE NOT SHOWN FOR CLARITY. SECTION TYPICAL BUNDLED JOIST HEADER T/SLAB PER PLAN TAB PER RIM TRACK MFR JOIST OR BLKG PER PLAN, TYP TRACK W/ SCREWS TO STUD BEYOND FULL LENGTH TRACK TO MATCH TOP TRACK 07151M METAL DECK EDGE SCREW PATTERN AT HDR PER PLAN T/SLAB PER PLAN RIM TRACK PER PLAN FULL LENGTH (NO SPLICE OVER OPNG) NOTE: FRAMING ABOVE NOT SHOWN FOR CLARITY. TAB PER RIM TRACK MFR JOIST TO TAB CONN PER PLAN z 0 U LU 2) ROWS 5) #12 SCREWS 10) SCREWS TOTAL EA END JOIST OR BLKG PER PLAN BUNDLED STL STUDS PER PLAN CLIP TRACK WEB & SCREW FLANGE TO STUD W/ (1) #10 SCREW EA SIDE TYP (4) PLACES JOIST OR BLKG WHERE OCCURS #10 SCREWS © 12"OC INFILL STUDS 9 .4 SCALE: 1"=1'-0" TOPPING OVER METAL DECK PER PLAN (No TOPPING AT ROOF) SCREWS, ROWS(10) S12 CREWS TOTAL EA END • • • I FULL LENGTH TRACK TO MATCH TOP TRACK TYPICAL RIM TRACK HEADER SECTION Lv JOIST OR BLKG PER PLAN BUNDLED STL STUDS PER PLAN CLIP TRACK WEB SCREW FLANGE TO STUD W/ (1) #10 SCREW EA SIDE 07150M SCALE: 1"=1'-0" STL STUD PER PLAN & SCHED > >, 7yp 1'/2" 54MIL x 1/2"I' 1 1/2 BRIDGING SPLICE CHANNEL (4) #10 SCREWS MIN EA SIDE OF SPLICE JOIST PER PLAN BRIDGING CHANNEL SPLICE L11/2x11/2x54MIL x 5" W/ (3) #12 EA LEG SECTION A C TRIMMER JOIST E TRIMMER JOIST C TRIMMER JOIST c TRIMMER JOIST a 0 NOTES: PERMIT CENTER JOIST PER PLAN t11/2x4x54MIL x 5" W/ &3)(5 #12AT LONG #12AT SHORT LEG SECTION B C JOIST JOIST SPACING SCALE: NONE DBL JOIST PER PLAN — L11/2x4x54MIL x 7" W/ (3) #12 AT SHORT LEG & (7) #12 AT LONG LEG SECTION C C JOIST PER PLAN SECTION A t= SECTION B JOIST PER PLAN, TYP TRIMMER JOIST TO MATCH JOIST, TYP ROUGH OPENING LESS THAN JOIST SPACING JOIST IC JOIST JOIST SPACING PER PLAN, TYPy REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2013 JOIST PE PLAN, TYP City of Tukwila BUILDING DIVISION DBL JOIST PER PLAN TRIMMER JOIST PER NOTE 2 TO MATCH JOIST, TYP— z 0 C) w SECTION C TYP —4/L JUL. 3 0 201 ROUGH OPENING LESS THAN THREE JOIST SPACES DBL JOIST PER PLAN CITY OFRECEIVED TUKWILA 1. OPENING FRAMING SHOWN IS NOT INTENDED TO SUPPORT MECHANICAL EQUIPMENT WITHOUT APPROVAL OF STRUCTURAL ENGINEER OF RECORD. 2. TRIMMER JOIST TO BE UNPUNCHED FOR 6" MINIMUM EACH SIDE OF JOIST. 11 PLANS - TYPICAL FRAMING AT FLOOR/ROOF OPENINGS 0 07181 SCALE: 1 "=.1'- " T1 SCARENO ASSOCIATES ARCHI1EC1URE +URBAN DESIGN Tiscareno Associates PS 500 Union Street, Suite 926 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT TUKWILA WAREHOUSE TENANT IMPROVEMENT PROJECT NO. 13011-0236 DATE 7/5/13 DRAWN BY SJB PRINCIPAL IN CHARGE TB REVISIONS NO. DATE DCI EriGirlEEa So 818 STEWART STREET • SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 • FAX: (206) 332-1600 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL © Copyright 07/2013 D'Amato Conversano Inc. All Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. PROGRESS 7/3/13 PERMIT SET 7/17/13 SHEET TITLE STRUCTURAL FRAMING DETAILS SHEET NO. S-303 COPYRIGHT 2013 TISCARENO ASSOCIATES PS 1 301 1-0236 S-303.dwg 17—Jul-13 8:23 AM sbrown