Loading...
HomeMy WebLinkAboutPermit D17-0074 - FOOTACTION - STORAGE RACKSFOOTACTION 1051 SOUTHCENTER MALL D17-0074 Parcel No: Address: e City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 9202470010 Permit Number: 1051 SOUTHCENTER MALL Project Name: FOOTACTION Issue Date: Permit Expires On: D17-0074 6/2/2017 11/29/2017 Owner: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, CA, 92013 Contact Person: Name: JACOB WEBSTER Address: 1236 PORTOLA AVE , TORRANCE, CA, 90501 Contractor: Name: Address: License No: Lender: Name: Address: HEILIGER-MARSH INC 445 CORPORATE DR SUITE A, ESCONDIDO, CA, 92029 SIERRC*021PM FOOTLOCKER 330 W 34TH ST, NEW YORK, NY, 10001 Phone: (310) 702-7852 Phone: Expiration Date: DESCRIPTION OF WORK: INSTALLATION OF STOCKROOM SHELVING FOR RETAIL STORE. 12' HIGH MAX Project Valuation: $8,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $441.02 Occupancy per IBC: Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: ,Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: Date: (j- 2-11 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: PAX Date: ._2-1 7 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed.in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be keptat the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: 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. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: 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. 35: The existing sprinkler density in the shoe storage areas to be upgraded to extra hazard group 1 as stated in the letter from CG architecture dated 4-25-17. 25: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 23: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 22: 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. 2436). 12: 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" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 9: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 10: 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) 11: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 13: 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) 14: 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) 15: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 16: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 17: 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) 18: 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 1011.6) 19: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 20: 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 1011.6.3) 21: 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 1006.3.1) 26: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 28: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 27: 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 #2437) (IFC 901.2) 29: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 30: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 31: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 32: Post address on storefront per approved Westfield standards. 24: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437). 33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 34: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 4046 SI-EPDXY/EXP CONC CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 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 NN9/ 0.�-1ff Sa�fXeeek,424 // Tenant Name: / '07ieiehi9/7// c Eoivt Zit -4e," Site Address: I"II PEI I R Name: -r--Ci W *- 11 / Name: ties• /iV State: Zip,, City: ^�o/ra/ll�' Address: ,.2Ov3 6,-e.047/444 L45/ Email: �C�S!"C/J 9'COrj*6/• el," City: /ems 1 , 6-1-& State: �A Zip:ga,7. L Tom' / CONTACT PERSON — Person receiving all prof ct communication Name: -r--Ci W *- Address: /776 Qi/P� A_L. / ! State: Zip,, City: ^�o/ra/ll�' Phone::3/0_70.,7fs2 Fax:a Email: �C�S!"C/J 9'COrj*6/• el," GENE A CI T tAC I It :I i ORMATION Company Name: T t) //33 ` Company Name: //_ ,QaA/e G C G�- ! . te-// ) Architect Name: • Address: Address: /37S /,,ill/s,/G'" a - i�.� • State: G!/// City: Dtia4 City: State: Zip: Phone: Fax: • State: Contr Reg No.: Phone: Exp Date: Fax: Tukwila Business License No.: Email: H.\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: Suite Number: 471/( Floor: New Tenant: 32, Yes ❑ .. No ARCHITECT ` Company Name: //_ ,QaA/e G C G�- ! . te-// ) Architect Name: • Address: /37S /,,ill/s,/G'" a - i�.� • State: G!/// City: Dtia4 Z>p. V.f0/7 Phone: 6-/c./.."fs" 4701 Fax: Email: ENGINEER OF RECORD Company Name: Engineer Name: • Address: City: • State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (rTired fi pr greater per ROA/191709S) Name/ j� Address W L�1 City: /i v! r IL. J State: NY Zip:1 0,aa Page 1 of 4 [BUILDING PERMIT "INFORMATION :206-431 3670;: Valuation of Project (contractor's bid price): $ DUD Existing Building Valuation: $ Describe the scope of work (please provide detailed information): ZS/9//,/,''� S�v�hiooet/ -5;f4% 1‘; /-f4,/ SSC M6Y- /%5,b/se- a4e- // Will there be new rack storage? 111..No If yes, a separate permit and plan submittal will be required. Provide A11 Building Areas in Square Footage Below Existing •Interior Remodel Addition to Existing Structure" New Type of Construction per IBC Type of:: Occupancy per IBC I'" Floor 2'"d Floor 3?' Floor ...... _....._.......... Floors thru Basement ; PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 111 ... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑... Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑....Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements 0 .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 l.docx Revised: August 2011 bh Page 3 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 OWNER OR AU Signature: ''��/ , /-L L Print Name: r �6CAr iVe s/�/ Day Telephone: Mailing Address: /v� jb i' i 4 H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Date: 3"'3/4/7 3/0-702-78'x2 9°5°/ City State Zip Page 4 of 4 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $2,707.64 D17-0073 Address: 1051 SOUTHCENTER MALL Apn: 9202470010 $1,859.65 Credit Card Fee $54.16 Credit Card Fee I R000.369.908.00.00 0.00 $54.16 DEVELOPMENT $1,719.73 PERMIT FEE R000.322.100.00.00 0.00 $1,715.23 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $85.76 TECHNOLOGY FEE R000.322.900.04.00 0.00 $85.76 D17-0074 Address: 1051 SOUTHCENTER MALL Apn: 9202470010 $277.20 Credit Card Fee $8.07 Credit Card Fee I R000.369.908.00.00 0.00 $8.07 DEVELOPMENT $256.53 PERMIT FEE R000.322.100.00.00 0.00 $252.03 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $12.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 $12.60 M17-0045 ' Address: 1051 SOUTHCENTER MALL Apn: 9202470010 $386.02 Credit Card Fee $11.24 Credit Card Fee R000.369.908.00.00 0.00 $11.24 MECHANICAL - $356.93 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $323.78 TECHNOLOGY FEE $17.85 TECHNOLOGY FEE R000.322.900.04.00 0.00 $17.85 PG17-0049 Address: 1051 SOUTHCENTER MALL Apn: 9202470010 $184.77 Credit Card Fee $5.38 Credit Card Fee R000.369.908.00.00 0.00 $5.38 PLUMBING $170.85 PERMIT FEE R000.322.100.00.00 0.00 $137.70 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $8.54 TECHNOLOGY FEE R000.322.900.04.00 0.00 $8.54 TOTAL FEES PAID BY RECEIPT: R11612 $2,707.64 Date Paid: Friday, June 02, 2017 Paid By: ROBERT PAUX Pay Method: CREDIT CARD 02643D Printed: Friday, June 02, 2017 8:09 AM 1 of 1 Y Receipt.Number R11208 DESCRIPTIONS I PermitTRAK ACCOUNT QUANTITY PAID $1,547.65 D17-0073 Address: 1051 SOUTHCENTER MALL Apn: 9202470010 $1,114.90. DEVELOPMENT $1,114.90 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,114.90 D17-0074 Address: 1051 SOUTHCENTER MALL Apn: 9202470010 $163.82 DEVELOPMENT $163.82 PLAN CHECK FEE R000.345.830.00.00 0.00 $163.82 EL17-0253 Address: 1051 SOUTHCENTER MALL Apn: 9202470010 $136.99 ELECTRICAL • $136.99 PLAN CHECK FEE R000.345.832.00.00 0.00 $136.99 M17-0045 Address: 1051 SOUTHCENTER MALL Apn: 9202470010 $89.23 'MECHANICAL $89.23 PLAN CHECK FEE R000.322.102.00.00 0.00 $89.23 PG17-0049 Address: 1051 SOUTHCENTER MALL Apn: 9202470010 $42.71 PLUMBING $42.71 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11208 R000.322.103.00.00 0.00 $42.71 $1,547.65 Date Paid: Tuesday, April 04, 2017 Paid By: JACOB WEBSTER Pay Method: CHECK 2719 Printed: Tuesday, April 04, 2017 11:08 AM 1 of 1 CAWSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION l'7 W74 6300 Southcenter Blvd., #100, Tukwila. WA 98188. Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: / ^ � E'�1G7� Ty of Inspection: 91t 1AZ i /A%�L— r Ad a ess: le)S- Date Called: • Special Instructions: Date Wante 7 / .m. ®�pp p ' Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval; COMMENTS: Inspector: Date: ?)71/1 7 /1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 w71.1 Project:' r e1i4� 70 Type of Inspection: 1— etod x /, xP (LAIC Address: /6S / curnee 4rEr MALL Date Called: Special Instructions: Date Wan r j 249 / 7 a.m. m'. Requeste . Phone No: 15 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPE ION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Proje :Type t V4C'i7G !Iiu'6- of I pection: A dress: log -1 Saurri4c&firtr ,PWL Date Called: Special Instructions: Date Wa ie z2 /7 p.m. Requeste . i'• Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: IQ/kg AAJcifebke Ot Tr—griitie>, LAB )26 inspector: .44v -A REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1�--S-133 X1"7 x14: PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 7f:-. 4,2-e'/ Ty e of Inspection: i— o �. f 41Afre L Address: Suite #: /o 7 cC /WAX/ Contact Person: ` / r / Special Instructions: Phone No.: � —, Approved per applicable codes. r Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I .. Inspector: ,tau ,:c3 < Date: 9/G/7/ -1 Hrs.: / ,o r $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 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retairfi copy With permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:-r-cm`i /� ! �l /T t� ���� � ,Type of Inspection: ; ° (/" ff-L-- Address: `Contact Suite #: / U) .5 6 rn 4 -Lt.,- Person: Cz_a 6.--p--r--- -r-'Special Special Instructions: E -(5? -.4 (-16 ,Hr7.46, AJ6T- / 7fiY6PD I! J/) S Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: ` J 1 Al d, 1 ' r ` kJ Permits: E -(5? -.4 (-16 ,Hr7.46, AJ6T- / 7fiY6PD I! J/) S tho 6><- ( C 0 5Keg `- fon( &7?li AI /7' _ 0" ‘-7-UL 1z- 1-17, -- ,\l D S -t -D ie Ii-Bei✓6- / Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4- 5-A Date: St2 %1-q' Hrs.: I $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 3/14/14 T.F.D. Form F.P. 113 STRUCTURAL CALCULATIONS for STEEL STORAGE RACKS 7 PREPARED FOR: FOOT ACTION/KIDS FOOTLO STORE #57266/48582 SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE #416 TUKWILA, WA 98188 REVIEWED FOR COMPLIANCE PPROVED 1 MAY 092017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 4 2017 PERMIT CENTER TOTAL NUMBER OF SHEETS (INCLUDING COVER): 19 DATE: 3/27/2017 Page 1 i Lf-, r 39082 k9/NFA..S1 4 12.-70 EXPIRES 08-13-0 Design Code: Washington State Building Code Referenced Standards: Hilti Kwik HUS -EZ (ESR -3027) Hilti Kwik Pro self drilling screws (ESR -2196) Shelving Data: Height of shelving Unit (feet) = ht = 12.00 Width of Shelving Unit (feet) = w =. 4.00 Depth of Shelving Unit (feet) = d = 2.00 Total Number of Shelves per Unit = 6 Vertical Shelf Spacing (inches) = S = 24.00 Shelf Loads: Maximum Live Load per Shelf (lbs.) = 80 Actual Dead Load per Shelf (lbs.) = 25 Design Load Combinations: Design per ASCE 7-10 Shelving units are to be designed per ASCE-7 ASD load combinations as well as RMI ASD load combinations. A review of RMI ASD load combinations indicates the following: Combinations 1 & 2: DL (only) and DL + LL: These load combinations are covered in the ASCE 7-10 load combinations. Combination 3: .75(DL — .67EL + Plapp): This load combination is for determining maximum leg uplift. This combination produces Dead Load that is greater than that required by ASCE 7 and produces Seismic Load that is less than ASCE 7. Therefore, combining the two will produce less leg uplift than the similar ASCE 7 combination. Combination 4: .75(DL+LL+.67EL): This load combination is to find maximum gravity plus seismic effect on the unit. Again, the ASCE 7 load combinations with gravity plus seismic produces larger load and will therefore control the design. Combination 5: DL+LL+Impact Load: This combination is required at beam design only. A review of ASCE 7 ASD load combinations indicates the following: Combinations 1, 2, 3, and 4: Are basically equivalent. The shelf and its contents are conservatively considered Dead Load for purposes of these load combinations. Combinations 5 and 8: Are nearly equivalent, however combination 8 will produce less deal load with an equivalent seismic load to combination 5. The lower DL decreases the shelving unit's resistance to overturning and will thus produce greater leg uplift and and downward loads while producing the greatest lateral seismic effect. Therefore combination 8 controls the design of the units. (0„6DL + 0.7EL) Combination 6 produces less seismic effect than combination 8. Combination 7 is dead load only and will not control the design. Page 2 Seismic Loads: Per ASCE 7-10 From attached USGS Data Sheet: Ss = Assumed Site Class = D Fa = 1.000 Fv = 1.500 SMs = (Fa)(Ss) SM1 = (Fv )(S1) = Sos = (2/3)(SMs) _ SD1 = (2/3)(SM1) 1.461 0.819 0.974 0.546 1.461 S1 = 0.546 Occupancy Category = Seismic Design Category = D IE = 1.0 (racks in Storage Rooms NOT accessible to the public) hn = 12.00 R= 4 no= 2 Cd= 3.5 Ct = 0.02 x= 0.75 T = Ct(hn)" = 0.129 Cs = (SDs)/(R/I) = 10.244 Cs(max) = Sdi/(T)(R/I) _ 1.059 Cs(min) `— 0.044(SDs)(I) = 0.043 OK OK If Si > 0.6, then Cs(min) = (0.5)(S1)/(R/I) = N/A Therefore, Seismic Base Shear, V = CSW Distribution of Seismic Forces: 2 foot wide shelving FALSE Consider two cases per ASCE 7-10: Case 1= Weight of unit plus all levels loaded to 67% capacity Case 2 = Weight of Unit plus top shelf only loaded to 100% capacity CHECK FREESTANDING SHELVING - 2'-0" WIDTH Page 3 Case 1: Total Dead Load = Total Live Load = Total Load = E=V=CSW= 150 lbs. 321.6 lbs. 471.6 lbs. 115 lbs. (Seismic Base Shear) Seismic force V must be distributed laterally to each level as follows: FX=C„V C whk X x =1 From this we get the following lateral load distributions: h1= 4 inches h2= 28.00 inches h3 = 52.00 inches h4 = 76.00 inches h5 = 100.00 inches h6 = 124.00 inches Fl = F2= F3 = F4 = F5 = F6= Ryi = 0.9(D+L)(d/2) - (f(Fxhx)) = Ry2 = .D+L - Ryi = 910.81 lbs. 1.20 lbs. 8.37 lbs. 15.55 lbs. 22.73 lbs. 29.90 lbs. 37.08 lbs. -439.21 THEREFORE NET. UPLIFT Vertical Seismic load effect per ASCE 7-10: Ev = 0.2DdsD = 91.87 lbs. Therefore, maximum downward load =- 1'3 1'3 Therefore, maximum uplift load = Ryi Ry2 1002.68 -531.08 lbs. lbs. lbs. Page 4 Case 2: O. 0 Total Dead Load = Total Live Load = Total Load = E=V=CsW= 150 lbs. 80 lbs. 230 lbs. 56 lbs. (Seismic Base Shear) Seismic force V must be distributed laterally to each level as follows: V X�X vx = , n k _ 1 Fx=CvX k i=1 From this we get the following lateral load distributions: h1= 6 inches h2= 30.00 inches h3 = 54.00 inches h4 = 78.00 inches h5 = 102.00 inches h6 = 126.00 inches --> FS ---� F3 1 Ryl F.1 Ry2 • Fl =• F2 = F3 = F4 = F5 = F6 = Rye. = 0.9(D+L)(d/2) - (Z(Fxhx)) = Ry2 = D+L - Ryi = 301.36 lbs. 0.55 lbs. 2.77 lbs. 4.98 lbs. 7.19 lbs. 9.41 lbs. 11.62 lbs. -71.36 THEREFORE NET UPLIFT Vertical Seismic load effect per ASCE 7-10: Ev = 0.2110 = 44.80 lbs. Therefore, maximum downward load = Therefore, maximum uplift load = Therefore, CASE 1 Governs Pup = -531.08 lbs. Pdown = 1002.68 lbs. Plateral = 115 lbs. 346.17 -116.17 lbs. lbs. lbs. Page 5 Anchorage To Concrete Floor T Post: Base Plate/Clip: Check Plate Thickness of: 11 ga. = 0.1196 in. Pa = 1002.68 lbs. Fy = 36,000 psi B = 3.5 in. N = 1.75 in. bf = 3 in. d = 1.5 in. m = (N -0.95d)/2 n = (B-0.8bf)/2 = ' = d(dbf)/4 = I = max. of m, n, and n' 0.1625 in. 0.55 in. 0.53 in. Governs 0.068 inches < 0.12 in. OK Plate Connection to Post: (2) 1/4" dia. TEK screws Maximum uplift = -531.08 lbs. Uplift resisted by (2) screws, therefore -265.54 lbs. per screw Maximum lateral load = 115 lbs. Lateral Load resisited by (2) screws, therefore 57.4 lbs. per screw Vtot = V(Pup^2+Plat^2) = 272 lbs. per screw Vailow = 645 lbs. from ICC ESR report Therefore, (2) 1/4" dia. TEK screws are OK Page 6 Check Wedge Anchors: (2) 3/8" dia.x 2 1/2" embedment Hilti Kwik HUS -EZ Normal weight concrete, f'c = 2500 psi Plat = V = 57.4 lbs. Pup= T = -265.54 lbs. TFACTORED= -424.864 lbs. VFACTORED= 91.86768 lbs. From attached Hilti Output: Check Concrete Slab Puncture: Pdown = 1002.68 lbs. Vu = (1.7)Pdown = 1704.56 lbs. Slab t = 3.5 in. Base Plate Dimensions: OK Bi =- 82 = • 3.5 in. 1.75 in. Concrete shear area = 2(Bi + B2)t = 36.75 inA2 OVn = (0.85)2Vf'c(Ac) = Check Shelving Unit Members: 3123.75 lbs. > 1002.68 lbs. OK Double Rivet Beam Type 1 (per ARCO Industries) t = 14 ga. = 0.0747 in. Fy = 36,000 psi Sx = Ix = Load per level = 40 lbs. + 20 lbs. (self weight) = Load per beam = 30 lbs. Max. beam span = 4 ft. M = wL^2/8 = 180 in. -lbs. b/t = 14.6419 < 155VFy = 25.83, Fb = 0.6QsFy = 20304 psi Sreq = M/Fb = 0.10638 inA3 deflection = 0.00745 in. 0.119 inA3 0.200 in^4 60 lbs. therefore Qs = 0.94 OK OK Page 7 Double Rivet Beam Type 2 (per ARCO Industries) t = 14 ga. = 0.0747 in. Fy = 36,000 psi Sx = lx = Load per level = 40 lbs. + 20 lbs. (self weight) = Load per beam = 30 lbs. Max. beam span = 1 ft. 0.105 in^3. 0.055 inA4 60 lbs. M ; wL^2/8 = 45 in. -lbs. b/t = 12.55 < 155VFy = 25.83, therefore Qs = 0.94 Fb = 0.6QsFy = Sreq = M/Fb = deflection = 20304 psi 0.0266 in^3 0.00011 in. Rivet Beam Connection to Column OK OK Connection must be designed for 1000 lb. upward force Each beam/column connection is made with (2) 1/4" dia. Rivets Arivet = 0.049 in^2 Fv =. 17.5 ksi = 17,500 psi Vauow = FvA = 858 lbs. per rivet Total Vanow = 1715 lbs. > 1000 lbs. Check Moment Connection: A502-1 Rivet per AISC Table I -D "Shear" page 4-5 See above for Vanow Calculation OK Rivets are 1.5 inches apart, therefore allowable maximum moment = (858 lbs)(1.5") = 1286.25 in. -lbs. From Finite element analysis, max. moment = 1124 ft -lbs. OK Page 8 T -Shape Shelving Unit Upright: Per ARCO Industries t=14 ga.= 0.0747 in. A = 0.386 inA2 4=Q5= 0.75 S = 0.099 in^3 Rmin = 0.054 in. I = 0.100 in^4 Fy = 36 ksi L= Lateral Load = Vertical Load = Check Bending: 12 ft. (top 11-8" is not loaded) 57 lbs. per leg 1002.68 lbs. Distributed lateral load = Mmax = 60.4806 ft -lbs. fb=M/S= 7.33098 ksi Fb = 16.2 ksi Check Axial Load: fa=P/A= Fa = 5.56 plf OK 2.60 ksi 19.37 ksi (from AISC equation E2-1 and A -B5-11) Combined Axial and Bending: Unity Check = 0.58663 < 1.0 OK 1 -Shape Shelving Unit Upright: Per ARCO Industries t=14 ga.= 0.0747 in. A = 0.189 inA2 Q=QS= 0.75 S = 0.049 in^3 Rmin = 0.054 in. I = 0.050 in^4 Fy = 36 ksi L= Lateral Load = Vertical Load = Check Bending: 12 ft. (top 11-8" is not loaded) 29 lbs. per leg 501.34 lbs. Distributed lateral load = 2.78 plf. Mmax = 30.2403 ft -lbs. fb=M/S= 7.40578 ksi Fb = 16.2 ksi OK Page 9 Check Axial Load: fa=P/A= Fa = 2.65 ksi 9.29 ksi (from AISC equation E2-1 and A -B5-11) Combined Axial and Bending: Unity Check = 0.74268 < 1.0 OK Anchorage To Concrete Floor L Post: Base Plate/Clip: Check Plate Thickness of: 11 ga. = 0.1196 in. Pa = 501.34 lbs. Fy = 36,000 psi B = 2 in. N = 1.75 in. bf = 1.5 in. d = 0.875 in. m = (N -0.95d)/2 n = (B-0.8bf)/2 = n' = V(dbf)/4 = I= max. of m, n, and n' 1. =1 min 333P FBN 0.45938 in. 0.4 in. 0.29 in. Governs = 0.046 inches < 0.12 in. OK Plate Connection to Post: (2) 1/4" dia. TEK screws Maximum uplift = -265.54 lbs. Uplift resisted by (2) screws, therefore -132.77 lbs. per screw Maximum lateral load = 57 lbs. Lateral Load resisited by (2) screws, therefore 28.7 lbs. per screw Vtot = d(Pup^2+Plat^2) = 136 lbs. per screw Vallow = 645 lbs. from ICC ESR report Therefore, (2) 1/4" dia. TEK screws are OK Page 10 Check Wedge Anchors: (2) 3/8" dia.x 2 1/2" embedment Hilti Kwik HUS -EZ Normal weight concrete, f'c = 2500 psi Plat = V = 28.7 lbs. Pup = T = -132.77 lbs. TFACTORED= -212.432 lbs. VFACTORED= 45.93384 lbs. From attached Hilti Output: OK Check Concrete Slab Puncture: Pdown = 501.34 lbs. Vu = (1.7)Pdown = 852.28 lbs. Slab t = 3.5 in. Base Plate Dimensions: Bi = B2 = Concrete shear area = 2(Bi + B2)t = 3.5 in. 1.75 in. 36.75 inA2 DVn= (0.85)2Vfc(Ac) = 3123.75 lbs. > 501.34 lbs. OK Analysis of i' -O" wide free standing shelving: Shelving Data: Height of shelving Unit (feet) = ht = 12:00 Width of Shelving Unit (feet) = w = 4.00 Depth of Shelving Unit (feet) = d = 1:00 Total Number of Shelves per Unit 6 Vertical Shelf Spacing (inches) = S = 24.00 Shelf Loads: Maximum Live Load per Shelf (lbs.) = 40 Actual Dead Load per Shelf (lbs.) = 12.5 Distribution of Seismic Forces: Consider two cases per ASCE 7-10: Case 1= Weight of unit plus all levels loaded to 67% capacity Case 2 = Weight of Unit plus top shelf only loaded to 100% capacity CHECK FREESTANDING SHELVING - 1'-0" WIDTH Page 11 Case 1: Total Dead Load = Total Live Load Total Load = E=V=CSW= 75 lbs. 160.8 lbs. 235.8 lbs. 57 lbs. (Seismic Base Shear) Seismic force V must be distributed laterally to each level as follows: Cy, = wxhX rz Ex';hk From this we get.the following lateral load distributions: =1 h1= 4 inches h2= 15.00 inches h3 = 26.00 inches h4 = 37.00 inches h5 = 48.00 inches h6 = 59.00 inches Fl = F2 = F3 = F4 = F5 =. F6 = Ryi = 0.9(D+L)(d/2) - (F(Fxhx)) = Ry2 = D+L - Ryi 334.02 lbs. 1.22 lbs. 4.56 lbs. 7.90 lbs. 11.24 lbs. 14.58 lbs. 17.92 lbs. -98.22 THEREFORE NET UPLIFT Vertical Seismic load effect per ASCE 7=10: Ev = 0.2DdsD = 45.93 lbs. Therefore, maximum downward load = Therefore, maximum uplift load 379.95 -144.15 lbs. lbs. lbs. Page 12 Case 2: Total Dead Load = Total Live Load = Total Load = E=V=CSW= 75 lbs. 40 lbs. 115 lbs. 28 lbs. (Seismic Base Shear) Seismic force V must be distributed laterally to each level as follows:. k L = w,hi; Vx )1 x vx e k xr.h t=1 From this we get the following lateral load distributions: h1= 6 inches h2= 17.00 inches. h3 = 28.00 inches h4 = 39.00 inches h5 = 50.00 inches h6 = 61.00 inches Fl = F2 = F3 F4 = F5 = F6 = 0.55 lbs. 1.54 lbs. 2.54 lbs. 3.54 lbs. 4.54 lbs. 5.54 lbs. Ryi = 0.9(D+L)(d/2) - (1(Fxhx)) = -15.27 lbs. Ry2 = D+L - Ryi = 130.27 lbs. THEREFORE NET UPLIFT Vertical Seismic load effect per ASCE 7-10: Ev = 0.2DdsD = 22.40 lbs. Therefore, maximum downward load = Therefore, maximum uplift load = Therefore, CASE 1 Governs Pup = Pdown = Plateral = -144.15 lbs. 379.95 lbs. 57 lbs. 152.67 lbs. -37.67 lbs. Page 13 Anchorage To Concrete Floor T Post: Base Plate/Clip: Check Plate Thickness of: 11 ga. = 0.1196 . in. Pa = 379.95 lbs. Fy= 36,000 psi B = 3.5 in. N = 1.75 in. bf = 3 in. d = 1.5 in. m = (N -0.95d)/2 = n = (B-0.8bf)/2 = n' = V(dbf)/4 = = max. of m; n, and n' 0.042 inches < 0.1625 in. 0.55 in. 0.53 in. Governs 0.12 in. OK Plate Connection to Post: (2) 1/4" dia. TEK screws Maximum uplift = -144.15 lbs. Uplift resisted by (2) screws, therefore -72.08 lbs. per screw Maximum lateral load = 57 lbs. Lateral Load resisited by (2) screws, therefore 28.7 lbs. per screw Vtot = V(Pup^2+Plat^2) = 78 lbs. per screw Vallow = 645 lbs. from ICC ESR report Therefore, (2) 1/4" dia. TEK screws are OK Page 14 Check Wedge Anchors: (2) 3/8" dia.x 2 1/2" embedment Hilti Kwik HUS -EZ Normal weight concrete, f'c = 2500 psi Pkat= V = 28.7 lbs. Pup = T = -72.08 lbs. TFACTORED= -115.321 lbs. VFACTORED= 45.93384 lbs. Less than previous analysis: OK Check Concrete Slab Puncture: Pdown = 379.95 lbs. Vu= (1.7)Pdown = 645.92 lbs. Stab t = 3.5 in. Base Plate Dimensions: Bi = B2=: 3.5 in. 1.75 in. Concrete shear area = 2(Bi + B2)t = 36.75 inA2 mVn = (0.85)2Vf'c(Ac) = 3123.75 lbs. > 379.95 lbs. OK Check Shelving Unit Members: Double Rivet Beam Type 1 (per ARCO Industries) t = 14 ga. = 0.0747 in. Fy = 36,000 psi Sx = lx = Load per level = 40 lbs. + 20 lbs. (self weight) = Load per beam = 30 lbs. Max. beam span = 4 ft. M = wL^2/8 = 180 in. -lbs. b/t = 14.6419 < 155VFy = 25.83, Fb = 0.6QsFy = 20304 psi Sreq = M/Fb = 0.10638 in^3 OK deflection = 0.00745 in. OK 0.119 in^3 0.200 in^4 60 lbs. therefore Qs = 0.94 Page 15 Double Rivet Beam Type 2 (per ARCO Industries) t = 14 ga. = 0.0747 in. Fy = 36,000 psi Sx =- lx lx = Load per level = 40 lbs. + 20 lbs. (self weight) = Load per beam = 30 lbs. Max. beam span = 1 ft. 0.105 in^3 0.055 in^4 60 lbs. M = wL^2/8 = 45 in. -lbs. bit = 12.55 < 155VFy = 25.83, therefore Qs = 0.94 Fb = 0.6QsFy = 20304 psi Sreq =. M/Fb = 0.0266 inA3 deflection = 0.00011 in. Rivet Beam Connection to Column OK OK Connection must be designed for 1000 lb. upward force Each beam/column connection is made with (2) 1/4" dia. Rivets Arivet = Fv = Vallow = FvA = Total Valiow 0.049 in^2 17.5 ksi = 17,500 psi 858 lbs. per rivet 1715 lbs. > 1000 lbs. Check Moment Connection: A502-1 Rivet per AISC Table I -D "Shear" page 4-5 See above for Vanow Calculation OK Rivets are 1.5 inches apart, therefore allowable maximum moment = (858 lbs)(1.5") = 1286.25 in. -lbs. From Finite element analysis, max. moment = 1112 ft -lbs. OK Page 16 T -Shape Shelving Unit Upright: Per ARCO Industries t=14 ga.= 0.0747 in. A = 0.386 in^2 Q=QS= 0.75 5 = 0.099 inA3 Rmin = 0.054 in. I = 0.100 in^4 Fy = 36 ksi L= Lateral Load = Vertical Load = Check Bending: 12 ft. (top 1'-8" is not loaded) 29 lbs. per leg 379.95 lbs. Distributed lateral load = Mmax = 30.2403 ft -lbs. fb=M/S= 3.66549 ksi Fb = 16.2 ksi Check Axial Load: fa = P/A = Fa 2.78 plf OK 0.98 ksi 19.37 ksi (from AISC equation E2-1 and A -B5-11) Combined Axial and Bending: Unity Check = 0.27708 < 1.0 L -Shape Shelving Unit Upright: Per ARCO Industries OK t=14 ga.= 0.0747 in. A = 0.189 inA2 Q=QS= 0.75 S = 0.049 inA3 Rmin = 0.054 in. I = 0.050 in^4 Fy = 36 ksi L= Lateral Load = Vertical Load = Check Bending: 12 ft. (top 1'-8" is not loaded) 14 lbs. per leg 189.98 lbs. Distributed lateral load = Mmax = 15.1201 ft -lbs. fb=M/S= 3.70289 ksi Fb = 16.2 ksi 1.39 plf OK Page 17 w Check Axial Load: fa = P/A = Fa = 1.01 ksi 9.29 ksi (from AISC equation E2-1 and A -B5-11) Combined Axial and Bending: Unity Check = 0.33677 < 1.0 Anchorage To Concrete Floor L Post: Base Plate/Clip: OK Check Plate Thickness of: '11 ga. = 0.1196 i Pa = 189.98 lbs. Fy = 36,000 psi B = 2 in. N = 1:75 in. bf = 1.5 in. d = 0.875 in. m = (N -0.95d)/2 = n = (B-0.8bf)/2 = n' = V(dbf)/4 = = max. of m, n, and n' 0.45938 in. 0.4 in. 0.29 in. Governs = 0.028 inches < 0.12 in. OK Page 18 Plate Connection to Post: (2) 1/4" dia. TEK screws Maximum uplift = -72.08 lbs. Uplift resisted by (2) screws, therefore -36.04 lbs. per screw Maximum lateral Toad = 29 lbs. Lateral Load resisited by (2) screws, therefore 14.4 lbs. per screw Vtot = V(Pup^2+Plat^2) = 39 lbs. per screw Vanow = 645 lbs. from ICC ESR report Therefore, (2) 1/4" dia. TEK screws are OK Check Wedge Anchors: (2) 3/8" dia.x 2 1/2" embedment Hilti Kwik HUS -EZ Normal weight concrete, f'c = 2500 psi Plat= V = 14.4 lbs. Pup = T = -36.04 lbs. TFACTORED= -57.6606 lbs. VFACTORED= 22.96692 lbs. Less than previous analysis: OK Check Concrete Slab Puncture: Pdown = 189.98 lbs. Vu = (1.7)Pdown = 322.96 lbs. Slab t = 3.5 in. Base Plate Dimensions: Bi = B2 = 3.5 in. 1.75 in. Concrete shear area = 2(Bi + B2)t = 36.75 i02 CDVn = (0.85)21ifc(Ac) = 3123.75 lbs. > 189.98 lbs. OK Page 19 EaAP2CHITECTIJRE City of Tukwila Date: 4-25-17 RE: application number D17-0074 Footaction, Kids Foot Locker Southcenter Mall 1051 Southcenter mall Tukwila, WA 98188 Suite 1051 To Al Metzler: CORRECTION LTR# RECEIVED CITY OF TUKWILA MAY 02 2017 PERMIT CENTER Construction drawings for the above referenced project has been updated to address comments from the Racking plan check correction list. FIRE DEPARTMENT Comment: "Shoe storage is a Class IV commodity. Shelf storage of Class IV commodity over 10 ft. in height requires a fire sprinkler density of Extra Hazard Group 1. The existing sprinkler density is Ordinary Hazard Group 2." Response: Per NFPA 13 shelf storage of class iv commodity over 10'-0" in height requires a fire sprinkler head density of "extra hazard group 1" and the current sprinkler head density is "ordinary hazard group 2". Drawings submitted by licensed sprinkler contractor under separate permit shall reflect the higher density of sprinkler heads required to meet the "extra hazard group 1". Let me know if there are any additional items that need to be addressed. Sincerely, Peter S. Macrae, Architect CG Architecture ( 455 South Ludlow Street Columbus, Ohio 43215 SIATECE WASHINGTON REGISTERED R$. MACRAE HINGTON (3 001 7cjte.com 1446 1�� IJ.• April 14, 2017 City of Tukwila Department of Community Development JACOB WEBSTER 1236 PORTOLA AVE TORRANCE, CA 90501 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0074 FOOTACTION - 1051 SOUTHCENTER MALL Dear JACOB WEBSTER, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments, from the following departments: FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. Shoe storage is a Class IV commodity. Shelf storage of Class IV commodity over 10 ft. in height requires a fire sprinkler density of Extra Hazard Group 1. The existing sprinkler density is Ordinary Hazard Group 2. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 433-7165. Sincerely, (lb It'll Rachelle Ripley Permit Technician File No. D17-0074 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 9ERMIT COORD COPY: 6 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0074 DATE: 05/02/17 PROJECT NAME: FOOTACTION SITE ADDRESS: 1051 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Am AWU 5�„1� �t Fire Prevention Fire Prevention Structural Planning Division ❑ Permit Coordinator n 11 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 05/04/17 ' Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 06/01/17 Approved Corrections Required ❑ Approved with Conditions ❑ ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: !Permit Center Use Only , CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 COORD COPY 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0074 PROJECT NAME: FOOTACTION DATE: 04/05/17 SITE ADDRESS: 1051 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # ,before Permit Issued Revision # ;after Permit Issued DEPARTMENTS: POW. Building Division Public Works OA CM - Fire Prevention Structural (o JJ 11 Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 04/06/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 05/04/17 ❑ Approved with Conditions Corrections Required (corrections entered in Reviews) Notation: Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only `CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 Date: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. S-/-/7 Plan Check/Permit Number: D17-0074 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # _1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: FOOTACTION Project Address: 1051 SOUTHCENTER MALL Contact Person: -30-1(01.44104'.. Phone Number: 3/' 792 752 Summary of Revision: %�/r%fc fee eat feSio'lfe /k/%/ 4 /4/ /12-/z #/ q1` ii7e /Pre .50/1 RECEIVED CITY OF TUKWIRLA MAY 01 2017 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on s---)---17 C:\Users\Rachelle-R\Desktop\Revision Submittal Form - D16-0305.doc Revised: August 2015 SIERRA CONTRACTING Washington State Department of Labor & industries 0 1 -tome Espanol Contact , Safety & Health Claims & Insurance Search L&I A -Z Index Help Page 1 of 2 L&I Workplace Rights Trades & Licensing SIERRA CONTRACTING Owner or tradesperson Principals - MARSH, GREG T HEILIGER, DAVID D Doing business as SIERRA CONTRACTING WA UBI No. 601 904 981 445 CORPORATE DRIVE STE A ESCONDIDO, CA 92029 760-745-8769 Business type Corporation Governing persons DAVID HEILIGER DAVID DUANE HEILIGER; GREG MARSH; GREG TODD MARSH; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. SIERRC*021 PM . Effective — expiration 10/14/1998— 02/03/2018 Bond ......... NATIONWIDE MUTUAL INS CO Bond account no. BD 7900583272 Received by L&I 01/30/2003 • Insurance ............................... Mt Hawley Ins Co Policy no. HGL0183797 Received by L&I 06/14/2016 • Insurance history $12,000.00 Effective date 06/28/2002 Expiration date Until Canceled $1,000,000.00 Effective date 06/09/2016 Expiration date 06/09/2017 Help us improve https://secure.lni.wa. gov/verify/Detail.aspx?UBI=601904981 &LIC=SIERRC * 02IPM&SAW= 6/2/2017 OOT OCKER, NC. FOOTACTION o L‘IY11-5j1-1=r13 AT ODOS FOOT LOCO (TA, O t Foot Locker AREA SITE PLAN MALL KEY PLAN >. x x:. t .F:.. ei..... . WESTFIELD SOUTHCENTER MALL 2S00 SOUTHCENTER MALL SEATTLE, WA 981S0 SPACE #410 N rdSt, r ..4ararzs, a, Ras is g Mrs �t> • 'Matrd :Ca.. T.Prlx✓Wi:3% T s ..' Sec FOOTACT ION 4 KID'S FOOTLOCKER SPACE i'41& LEVEL 1 OF 3 PROJECT DIRECTORY CODE INFORMATION LIST OF DRAWINGS TENANT FOOTACTION FOOTLOCKER INC. 330 W. 34th STREET NEW YORK, NY 10001 CONSTRUCTION PROJECT MANAGER JEFF FORNEY TEL: 346-224-8542 CELL: 346-831-1585 EMAIL: JFORNEY6FOOTLOCKERCOM FOOTACTION STORE PLANNER: KENDRA SILVESTER TEL: 212-120-4055 EMAIL: KSILVESTER6FOOTLOCKER.COM KID'S FOOTLOCKER STORE PLANNER: PETER AGNELLO TEL: 212-120-4210 EMAIL: PAGNELLOeFOOTLOCKERCOM SHOPPING CENTER INFORMATION WESTFIELD SOUTHCENTER 2500 SOUTHCENTER MALL SEATTLE, WA 98188 CONTACT: MALL OPERATIONS MANAGER TEL: 206-246-0423 LANDLORD INFORMATION WESTFIELD 2045 CENTURY PARK EAST, 41ST FLOOR CENTURY CITY, CA 90061 CONTACT: MATHEW KOENIGS TEL: 3I0-210-9%5 EMAIL: mkoenigsewestfield.com ARCHITECT CG ARCHITECTURE 6315 RIVERSIDE DRIVE, SUITE 220 DUBLIN, OH 43011 CONTACT: GEOFF PAGE TEL: 614-255-4048 EMAIL: GPAGE6CGARCHITECTURE.COM ENGINEER JOSEPH LEWIS, P.E. 3260 W. HENDERSON ROAD SUITE 10 COLUMBUS, 01-1 43220 CONTACT: JOE LEWIS TEL: 614-326-2806 EMAIL: jlewiserrohio.com PLEASE DIRECT ALL INQUIRIES TO PROJECT CONSTRUCTION MANAGER APPLICABLE CODES: ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS AND CONSTRUCTION CRITERIA OF THE LANDLORD, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE PERFORMED BY TENANT'S THE EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE TENANT'S CONTRACTOR(S). APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: APPLICABLE CODE: (INCLUDING LOCAL AMENDMENTS) BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE (WITH CITY AMENDMENTS) MECHANICAL CODE: ELECTRICAL CODE: PLUMING CODE: FIRE CODE: ENERGY CODE: ACCESSIBILITY CODE: 2015 INTERNATIONAL MECHANICAL CODE (WITH CITY AMENDMENTS) 2014 NATIONAL ELECTRIC CODE 2015 UNIFORM PLUMBING CODE (WITH CITY AMENDMENTS) 2015 INTERNATIONAL FIRE CODE (WITH CITY AMENDMENTS) 2015 WASHINGTON STATE ENERGY CODE ICC ANSI a111.1-2009 OCCUPANCY GROUP OCCUPANCY GROUP: M - MERCANTILE CONSTRUCTION TYPE BUILDING CONSTRUCTION CLASS: IIB FULLY SPRINKLERED 'two v (dl� S pe,L (a. ( 1 frIj rd vl a cAcAk-o r' Iv((a.1--((o 1�15 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. FILE COPY Permit No. pyvociv r3view r pp c':'" f is subject t0 lI y errors C�Pr1d o:";':_ iGi?s. :oval al of conls3 L_ction 4 .~sC."ui7 IGiltS Goal nci ,F h :i-•e� t - - oiation of any e dopted code or ordinance. Rees:;::t o proud Fid Copy au ; r. �'ns is acknowfe d vd: By: Date: City of Tukwila BUILDING DIVISION SEPARATE PERMIT REQUIRED FOR: g4Mochanical Lf Etectricai ErPiumbing Gas Piping City of Tukwila BUILDING DIVISION SHEET SHEET TITLE REVISION DATE AND NO. A A lam\ A GLO COVER SHEET A5.0 S1.0 S1.0A FIXTURE PLAN SHELVING PLAN 4 DETAILS MOBILE SHELVING DETAILS STORE TABULATION SYMBOLS AREA: SQ. FT. CALCULATION OCCUPANT LOAD RATIO SALES AREA: 4,603 SQ. FT/ 30 PERSONS 153 55% STOCK AREA: 2,645 SQ. FT/ 300 PERSONS 9 33% NON -SALES AREA: 612 SQ. FT/ 300 PERSONS 3 9% TOTALS 1,920 165 100% LESS THAN 500 OCCUPANTS OR MORE THAN 50 REQUIRES 2 EXITS 2 ARE PROVIDED CALL OUT DETAIL NUMBER /LETTER DETAIL SHEET ELEVATION WALL SECTION REF. TO PARTITION SCHEDULE PLAN pETAIL MINIMUM CLEARANCE MINIMUM CLEARANCE SECTION FINISH IDENTIFIER REF. TO DOOR SCHEDULE COLUMN GRID LINE REVISION IDENTIFIER EQUIPMENT IDENTIFIER REF. TO EQUIPMENT. SCHEDULE DOOR IDENTIFIER REF. TO DOOR SCHEDULE FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614255A048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL 6986 REGISTERED ARCHITECT PETER S. M STATE OF WA REVISIONS NO. DESCRIPTION DATE PROJECT TITLE o f J W Q co � 2co rr 1— ZQ icr N Co d' W 0 FJ LL w UwO t-2QU0 W D J Q O o�0)N, I CON o co N FTA STORE RECEIVED Y OF TUKVJILA ABBREVIATIONS BRG. BLDG. B.O.S. CLG. C.L. CONST. DIA. DIM. EQ. FT. FLUOR. GA. G.C. G.W.B. ABOVt FINISH FLOOR BEARING BUILDING BOTTOM OF SOFFIT CEILING CENTER LINE CONSTRUCTION DIAMETER DIMENSION EQUAL FEET FLUORESCENT GAUGE GENERAL CONTRACTOR GYPSUM WALL BOARD LAV. MFR MAX. MIN. MISC. N.I.G. O.C. OPP. PL. R, RAD. RC.P. REQ'D REV. RM. HOR. LAVATORY MANUFACTURER MAXIMUM MINIMUM MISCELLANEOUS NOT IN CONTRACT ON CENTER PPOSITE TE RO. RUC. SIM. SPEC. SQ STD. TYP. UN.O. VERT. V.I.F. /0 1 -IT.. ROUGH OPENING ROLL UP GRILLE SIMILAR SPECIFICATION SQUARE STANDARD TYPICAL UNLESS ►ue� = THE VERT VER WITH WITH SHEET TIT 7 COVER S PERP4IT :;ENTER REVIEWED F CODE COMPLI E E' °ROVE MAY 0020 G � . Q`City of Tufcv UILDIN�G DIV GSP ifa S I ON 1 C)F 28 RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED GROSS AREA: 7,920 SQ. FT. SALES AREA: 4,601 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF PROJECT TITLE o f J W Q co � 2co rr 1— ZQ icr N Co d' W 0 FJ LL w UwO t-2QU0 W D J Q O o�0)N, I CON o co N FTA STORE RECEIVED Y OF TUKVJILA ABBREVIATIONS BRG. BLDG. B.O.S. CLG. C.L. CONST. DIA. DIM. EQ. FT. FLUOR. GA. G.C. G.W.B. ABOVt FINISH FLOOR BEARING BUILDING BOTTOM OF SOFFIT CEILING CENTER LINE CONSTRUCTION DIAMETER DIMENSION EQUAL FEET FLUORESCENT GAUGE GENERAL CONTRACTOR GYPSUM WALL BOARD LAV. MFR MAX. MIN. MISC. N.I.G. O.C. OPP. PL. R, RAD. RC.P. REQ'D REV. RM. HOR. LAVATORY MANUFACTURER MAXIMUM MINIMUM MISCELLANEOUS NOT IN CONTRACT ON CENTER PPOSITE TE RO. RUC. SIM. SPEC. SQ STD. TYP. UN.O. VERT. V.I.F. /0 1 -IT.. ROUGH OPENING ROLL UP GRILLE SIMILAR SPECIFICATION SQUARE STANDARD TYPICAL UNLESS ►ue� = THE VERT VER WITH WITH SHEET TIT 7 COVER S PERP4IT :;ENTER REVIEWED F CODE COMPLI E E' °ROVE MAY 0020 G � . Q`City of Tufcv UILDIN�G DIV GSP ifa S I ON 1 C)F 28 RELEASE 3.0 i DRAWING TUBE. SEE DETAIL 5/A5.4 EGRESS PATH THROUGH NON -SALES DEFINED BY 12'-0" 1-11G1-1MASONITE ON THE BACK SIDE OF SHELVING UNITS FIRE EXTINGU SHER UTILIT 3'X4'X 4 /A" I) , 0 :`1rX r- -5-, , 0_ ,,,,_ _,_ , , a a / CR055 CHANNEL 0 4X10 4X10 N 71 - 0 OMNI 4'X12'+ -1R 4'X12'1- 4'X12'a-1iz U az J X FIXTURE PLAN EGRESS PATH THROUGH NON -SALES DEFINED BY 12'-0" HIGH MASONITE ON THE BACK SIDE OF SHELVING UNITS SCALE: 1/4" = 1'-0" 6 13/16" 39'-10 1/2" 2'-0" (MIoR 4" FOOTWEAR 14'-10" 41 STYLE STORY 3'-6" 1 EWEN 4'X12' 4'X12' 3'X12' 1' FIRE EXTINGUISHER go I 0 N X N X N X N X N X FA -FRMS Fla=F \II 11 0 \ l I iI FA -FI / - I1 � rr,v7 ' U .ova X 1 2, _ i°'I 1 X 12 3 X 12 Q 111 co 6 co III XI XI „I #:.,,. 3'-0" X I 3'_0'. X I 3'-2" '� \ � � N ✓ 1111c! 2WAY NI NI N XI XI di -P. 0 XI XI X co -I y4i;: Q<X 5'-O"IIC'1 CP SHOE -T WHO -48 WHO -48 WHO -48 WHO -45 WHC-45 IU1_G G I'I HANG24 1:1 WHC-45 WHC-45 WHC-45 WI -10-45 WHC-45 WHC-36 WHC-48 W. -1O-48 WHO -45 /-. 4WAY 2WAY "LWAY 5'-0" 255 2515 258 2 2S5 2S5 m N n In N n n 11 LINE II 1 n IbEN2, 513 11 II n n n R011 INGE e — II m N 5'-0" SHOE -T U U LP UICENS'.'V513 U Lp GE1t150V5D3 LF g EN50V5-13 1 u u u MHANG24 ---.w—v U- U a 0 4 \ STOREFRONT PORTAL OPENING I CP rl GEN10V513 11 1— 4. CASHWRAP / BACKWRAP N X "Kt 4i J = 3 0 0 0 In N FIRE EXTINGUISHER N X �i- N X CV X 7c1 CV X 2WAY 16'-0" ACCESSORY/HATS N ' I AWP 10- 1■■■■i■■■i■�■■■■■■■■■■■■■■■■■■■■■■■■■i■■■■■■■■■■■■■■■i■■■■UUi 12'-0" 5" - 11'-10 1/2" 5" 5" 2'-0" BACKWRAP STYLE STORY AWP 11 11 11 11 MIRRO' COLUMN AWP AWP BW -R BW -R BW -L IMO WHC-45 WHO -45 WHO -48 111-11 5/8" MIR 1 T-SHIRT WALL HANG2 WHO -TA WHO -TA WHO -TA 111111•11111111111M MIIIIIIIIMIIIMIIMMM STB -T STB -TA STB -T MIZEZZEZIMIZEZZIZC .7======1•743.� IE4 "��i�� �6 arrii7a•WI•NEWT• X41•7• • M��WANW.411 IMUM P-1 P-1 P-1 T-10 1/2" I (4) PANELS ` 1/2" P -I I KFL - = W -SG KFL-W-99 1'-0" r 0 0 0 AA o —FL -CWrS 1-1-9S o SMITHI1IAVEN 0 0 0 0 0 / v / 2'X12' 2'X12' / \/ \ > / li�l! St- ZGNel- FL -TT -4S FL TW 2'X12' 2'X12' Z - 0 T -S" P-1 P-1 / I \ d N C's N J 1L P -I P-1 11'-10 1/2" l6) PANELS O • P-1 MP/P-1 ry o3 W I -d 11 10 42'-S -1/S" LEASE LINE DIMENSION FL-LL5N 1 U) n STOREFRONT PORTAL OPENING U) r- LEASE LINE DIMENSION N FL -SKBN X N X DO .. 4'X12' 4'X12' 4'X12' 4'X12' 4'X12' 4'X12' 4 04M- 5'-1" FL -TW 31-0" 10) FL -BN -CU mak. (11) FL -BN -CU 0 MP/P- TYP P-1 P-1 P-1 P-1 45.1 45.1 i '0 i 0 TYP P-1 P-1 P-1 P-1 P-1 P-1 P -I P-1 P-1 P-1 P-1 J 5 1/2" 311-10 31'-10 1/2" (16) PANELS REC CITY OF APR PERMIT FIXTURE PLAN FOOT LOCKER, INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: 6375 RIVERSIDE DRIVE SUITE 220 DUBLIN, OH 43017 PHONE: 614.255.4048 ENGINEER: DAVID W. MULLEN P.E. 625 EAST NORTH BROADWAY COLUMBUS, OH 43215 614-225-1580 ENGINEERINGGROUP SEAL ARCHITECT PETER S. Ati.ACRI", STATE OF REVISIONS NO. DESCRIPTION DATE dia 0 0 ot< 0 101 PROJECT TITLE C\41 1.0 (X) u_ 2 co (17)" wwcp— F–I<O0 WD5A1-N 0 CD I— 0 it Lo 0 c0 FTA STORE TUK /VILA 4 21.7 SHEET TITA.,Eif IEVVED FOR CODE COMPLIANCE FixTuRgPROVED MAY_ 0 9 2017 PLAN City of Tukwila BUILDING DIVIS1 SHEET NO. A5 FA GSP PROTOTYPE RELEASE 3.0 DATE: 3-24-17 SCALE: AS NOTED GROSS AREA: 7,920 SQ. FT. SALES AREA: 4,601 SQ. FT. PROJECT # : FTA -008 DRAWN BY: STAFF dia 0 0 ot< 0 101 PROJECT TITLE C\41 1.0 (X) u_ 2 co (17)" wwcp— F–I<O0 WD5A1-N 0 CD I— 0 it Lo 0 c0 FTA STORE TUK /VILA 4 21.7 SHEET TITA.,Eif IEVVED FOR CODE COMPLIANCE FixTuRgPROVED MAY_ 0 9 2017 PLAN City of Tukwila BUILDING DIVIS1 SHEET NO. A5 FA GSP PROTOTYPE RELEASE 3.0 _ STORAGE CAPACITY: SECURE WALL SHELVING TO CONT. HOR IZ. FURRING STORAGE CAPACITY: APA ITY. SECURE WALL_, SHELVING TO C CONT. HORIZ. FURRING" `SECURE WALL SHELVING �. -. _:` ,SECURE WALL- SHELVING__ 40 LBS. PER LEVEL AT 1' DEEP UNITS C� PERIMETER WALL PER 30 LBS. PER LEVEL AT 1' DEEP UNITS � (� PERIMETER WALL PER , =� STORAGE CAPACITY60 LBS. PER: LEVEL TO CONT. HORIZ. FURRING (� PERIMETER WALL PER STORAGE CAPACITY = 45 LBS. PER LEVEL `:'- >- TOC URRING- ONT. HdRIZ. F ®PERIMETER'. WALL PER 80 LBS. PER LEVEL AT 2'DEEP UNITS DETAIL 10/S1.0. 6Q LBS. PER LEVEL AT 2 DEEP UNITS DETAIL 10/S1.0. DETAIL 10/S1.0. DETAIL_ t0/S1.0.:. OOT O:CKER NC. .. 1 t t OPP. i s _ HAND -] ......... a..• .Qum& 4' X 12' 2'x12' 4' X 12' 4' X 12' 4' X 12' X 12'L., 1 1 I 13' 5 .,X - STORE PLANNING DEPT. S1.0 m_\_. 1 i XI XI XI X COMPOSITE WOOD SHELF CCOMPOSITE WOOD SHELF T ih 330 WEST 34TH STREET -OMNI X X i_vI x �i x �I x1 � �' X 12' 3' X I2' 4' X 12' I I o I SUPPORTED BY LOW I SUPPORTED BY LOW COMPOSITE WOOD SHELF SUPPORTED BY LOW NEW YORK, NY 10001 x4xz4' v 4'x12'NR 14'X1211154 vl vl N " PROFILE DOUBLE RIVET " COMPOSITE WOOD SHELF vl x PROFILE DOUBLE RIVET PROFILE DOUBLE RIVET SUPPORTED BY LOW N 5Z; N v BEAMS FRONT AND BACK BEAMS FRONT AND BACK BEAMS FRONT AND BACK - -\-; / \ PROFILE DOUBLE RIVET x x1 xi I (TYP. OF 5) -'� (TYP. OF 5) (TYP. OF 3) SZ, !' 1 y 1 ' 1 BEAMS FRONT AND BACK 2<I x 4X. (SEE ARCH. PLAN; SEE 4/S1.0 2 SEE 4/S1.0 z \ SEE 'X2' -• 4/51.0 2 \~- / (TYP. OF 3) SEE 8/S1.0 FOR SECTION XI XI v o o SEE 4/s1.0 / ARCHITECT: THRU WALL UNITS (TYP.) NI x �I x _ - I I a a_ :till �I N N xl Nis. xl " " _ {�. N N N I NI x x X x y = a: I - - �- I � X N w = w w v !,(1-. v x x x DIVIDERS AT tn DIVIDERS AT W I DIVIDERS AT W� _ xl x xl X, NI NI v NI v x v o MID -DEPTH OF -a- __ MID -DEPTH OF X "� MID -DEPTH OF v 2 DEEP UNITS X DIVIDERS AT MID -DEPTH OF x �I xI �- -� I - I 7---- 2' DEEP UNITS a 1 z--- 2' DEEP UNITS 6375 RIVERSIDE DRIVE THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A -- vl 1 v� 2'1 �I nl X _ N " a a ,z"---- 2 DEEP UNITS MINIMUM OF 18"BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. R. NI �I oI ��- I - o I - 0 SUITE 220 I +1___"I - �- - X X x _1 I I \ �I x� x sz, x 5z, xs R, X - - ." I DUBLIN, OH 43017 - SEE ARCHITECTURAL DRAWINGS FOR NI1 `.1 o DIMENSIONS AND EXACT LOCATIONS. x 'v ;xi x x% �� - X " " PHONE: 614.255.4048 - - vl N N iNI �I X METAL SHELVING 7f 7f ,f ff METAL SHELVING _ METAL SHELVING METAL SHELVING N x x x 4_<L v 2'x12 4' X 12' I�`-� UNIT T OR Lo UNIT "T"OR "L"UNIT "T"OR "L"UNIT ff f1 "T"OR �� L MI vI I I UPRIGHT SEE DET. i I UPRIGHT SEE DET. T UPRIGHT SEE DET. UPRIGHT SEE DET. 5/51.0 ENGINEER: STOCKROOM SHELVING : 0 5/s1.0 5/s1.0 5/S 1.0 SEE 2/51.0 In (TYP.) I I J 'N - _ WIDE PROFILE N WIDE PROFILE - WIDE PROFILE _ JOSEPH LEWIS, P.E. 71- TT XIII x dl x XI x / DOUBLE RIVET BEAM ^ SEE 4 S1.0 / / ^ DOUBLE RIVET BEAM SEE 4/S1.0 DOUBLE RIVET BEAM ^ \`- SEE 4/S1.0 WIDE PROFILE DOUBLE RIVET BEAM \ 3260 W. HENDERSON RD. SUITE 10 III al ;�� �I . 1 \ 1 \ �� SEE 4/S1.0 I - J •\ ,/ s 1 (/ 1 -la \ • \ • \ \• N R, N x VIII -11 v , I �� 6 f " 3 -0 6 ( �� 4'-0" / -. 3'-0" �� COLUMBUS, OH 43220 614-326-2806 XI XI xl -_ TYP. 6 6 ALL RACKS SHALL BE INSTALLED PLUMB. •r I I ;I 4'-0" „ (OR 2'-0" / (OR 2'-0") x v v S1.0 S1.0 S1 0 JLEWIS@RROHIO.COM THE IS 0.5 MAXIMUM TOLERANCE FROM THE VERTICAL INCHES IN 10 FEET OF RACK HEIGHT. �_ x x NI x XI x XI XI x I (OR 3,_p") / NOTES: 1. REF. ARCH. FIXTURE PLAN FOR SHELVING PLAN LAYOUT. / X1.0 iAI M �1 al I / / 2 WL 41 1I I 2. WHEN SHELVING UNIT IS INSTALLED AGAINST WALL, ANCHOR 2I 2'X12 UNIT TO I I I FLOOR & ATTACH TO WALL © TOP AND EVERY 4'-0" TOP SHELF OF SHELVING IS AT 10'-0" A.F.F. O.C. A.F.F. MOBILE SHELVING. THERE SHALL BE NO STORAGE ABOVE 12'-0" A.F.F. SEE SHEET S1.OA (TYP.) 4' X 12. t) PXI2 2'X12 - _ rl'XI2 SI el al el el QI � I � - 1 ; 1 I 1 II 4X12 OR 3x12 FIXED SHELVING 1 2X12 I I 1 I I 1 I OR 3x12 FIXED SHELVING 4x12 HANGROD UNIT 2X12 OR 1 I 3x12 HANGROD UNIT SEA 1 a 3 31 �� S xl � . _ -{- X X X - 1I- r _ NI x el �I ,. el 5-(1 el ,f'41 al x ..'�I 01 x „'tI ,--� X NI X X x NI NI x X ''f � ;FA- �, ,a, §. §. _-x r .4 4' X2' CCI4'X12IZ14X12'MI5C.I 4 X12' 14'X12' 14'X12' 114'X12' 4'1X12' I-4`X12rI 4'X12' t t 9 I SEE 8/S1.0 FOR SECTION THRU WALL UNITS (TYP.) 0 STOCKROOM SHELVING PLAN SCALE: 1/8"=l'-0" 0 STOCK SHELF ELEVATIONS SCALE: 1 /2 - 1 "- '- 0 " � `°� = tir i XPIRES 03-13-1"7 1/4 WASHERS = 4 GA REVISIONS NOTE: Install masonite end panels on end shelving units. 1/4 NUT 1/4" DIA. BOLT I NO. DESCRIPTION DATE MASONITE 4 //2, /2., g g 4 \I - SHELVING UNIT �/ril, 1 IIn UPRIGHT SHELVING UNIT (1 © TYP. U U UPRIGHT i`, I 0-- "T" J N 1J � w o0 --- 0' 4"0 TEK SCREW (TYP.)--- (ESR -2196) 0 0 UPRIGHT 4, 0 TYP. EACH CORNER M =1 ,� �� 4 TEK SCREW (TYP.) (ESR -2196) (�B TYPE 2 LOW PROFILE DOUBLE RIVET BEAM 1V '- r- I (" II \_ ,. o\ �m ,.�. : ,p..... : N o\ . ,,.. 4.. : •• • .p • ; :;: % tl DATE: 3-31 O TYP. EACH LEVEL• 1» q ; '.a ' .=' �m .. 2500 PSI CONCRETE ' 01.o (Ni W •...� di . ; ' 2500 PSI CONCRETE - ..- 2'f N W MINIMUM • t .... �;'". -..-• ;' - • .. „ 4 MINIMUM THICKNESS SCALE: AS NOTED f .: •-; ;� V� 4. • : . •• .'' UNREINFORCED \ '"'.a UNREINFORCED a:. ' • ... GROSS AREA: 7,920 SQ- FT. :.. � ., -• .:•,: ':.. DOUBLE RIVET O TYP. t = 14 GA � - ...-: a ^ : ; ,f ,• a (2) 3/8 DIA. x 2 1/2 EMBED. Au. 3/8 DIA. x 2 1/2 HILTI KWIK - C'P''. ;� � � = t 14 GA t = 1 4 GA HI EMBED. HILTI KWIK HUS -EZ � CONC. 3 ANCHOR (ESR 3027) SALES AREA: 4,601 SQ. FT. V » 2 CONC. ANCHOR - (ESR 3027) T SHAPE POST . • g PROJECT # : FTA -008 _ :-:-,_--- igV � _ DRAWN DRAWN BY. STAFF it, .,.M ,I M ~1 3,4,,x 1 x 11 GA. THICK `v DOUBLE RIVET O TYP. " CLIP ANGLE x/2"" LONG v �- / / 1 3/4"x 1 3/8""x 11 GA. THICK CLIP ANGLE x 3 1/2" LONG :p. T 1 1 2 1/2" / 1 Q TYP. T-SHAPE L / _ -SHAPE L -SHAPE / 1/2" .. _ POST POST „ / \11/1 /2 oil E-.3• L-SHAPE1101) T -SHAPE e SHELVING IS 12' HIGH MAX. W/ TYPE 1 - WIDE PROFILE DOUBLE RIVET BEAM SHELF MATERIAL W/ 8 SHELVES / 7 OPENINGS (PARTICLE BOARD) PARTICLE BOARD 0 SHELVES. VP _ - - - © STOCKROOM SHELVING SCALE: NONE 4 SHELF BEAM DETAIL S SCALE: 1'-0" =1'-0" © P E OST DETAILS SCALE: NONE 6 BASE ANCHORAGE DETAIL SCALE: NONE Mt 0 1JECT TITLE ITER WESTFIELD "HCENTER MALL ..A, WA 98188 SCE #416 66 KFL STORE ATTACH UNIT'S TOP REAR 0 ___,\,_ Q EXIST. WALL WIDE PROFILE DOUBLE EXIST. WALL DOUBLE RIVET BEAM TO EXIST. WALL W/ (2) #10 RIVET BEAM SEE 4/S1.0 METAL SCREWS AT EA. STUD SEE 10/S1.0 DIVIDER SHELVING NOTES Q _ \ . \ "\ - - •• •• • 1. LIGHT DUTY STORAGE UNITS DESIGNED PER THE WASHINGTON STATE BUILDING CODE 2. STORAGE CAPACITY: 1 0"� WIDE UNITS: 40# PER LEVEL \ LOW PROFILE DOUBLE R RIVET BEAM ATTACH UNIT'S TOP REAR DOUBLE RIVET BEAM TO EXIST. WALL W/ (2) #10 � WIDE PROFILE DOUBLE RIVET BEAM WIDE PROFILE DOUBLE RIVET BEAM � WIDE PROFILE DOUBLE RIVET BEAM METAL SCREWS AT EA. STUD SEE 4/S1.0 SEE 4/S1.0 SEE 4/S1.0 2'-0" WIDE UNITS: 80# PER LEVEL •4f PER DET. 10/S1.0 3. POST LOAD SIGN AT CONSPICUOUS LOCATIONS DEPICTING THE DESIGN CAPACITY OF THE RACK Pk e USING PERMANENT PLAQUE NOT LESS THE 50 SQ. INCHES •- °-E‹ 4. MATERIALS: (2) 1/4" DIA. ASTM A502-1 RIVETS WIDE PROFILE DOUBLE RIVET BEAM WIDE PROFILE DOUBLE RIVET BEAM WIDE PROFILE DOUBLEWIDE RIVET BEAM ).\\_._ PROFILE DOUBLE RIVET BEAM 0 A. UNIT MEMBERS: ASTM A36 STEEL, Fy = 36 KSI MIN. (SEE PLAN) 12'-0" MAX. (SEE PLAN) B. BOLTS: ASTM A307 C. ANCHORS: HILTI KWIK HUS -EZ (ESR -3027) OR APPROVED EQUAL 5. EARTHQUAKE DESIGN DATA: SEE 4/51.0 COMPOSITE WOOD SHELF ..N SUPPORTED BY LOW a PROFILE DOUBLE RIVET a. SEE 4/S1.0 COMPOSITE WOOD SHELF SUPPORTED BY LOW PROFILE DOUBLE RIVET SEE 4/S1.0 COMPOSITE WOOD SHELF SUPPORTED BY LOW = a SEE 4/S1.0 COMPOSITE WOOD SHELF SUPPORTED BY LOW CONT.2x6 BLOCKING � PERIMETER WALLS. LOCATE AT +/- 4 , 8' U _ _ �� . 2'--'1 1 _ 0 O 00 (V 1*W A. SEISMIC IMPORTANCE FACTOR I = 1.0 (SHELVING IS NOT IN A PUBLIC AREA) SHELVING POST BEAMS FRONT AND BACK W W BEAMS FRONT AND BACK PROFILE DOUBLE RIVET BEAMS FRONT AND BACK ,,, PROFILE DOUBLE RIVET BEAMS FRONT AND BACK AND 12'ELEVATION. BLOCKING MAY BE SURFACE �� i�D B. BUILDING RISK CATEGORY = I ,,, (NOTE: , • v 4 C. Ss = 1.461, Si = : : MOUNTED TO WALL AS REQUIRED ) .546 D. SITE CLASS = D (ASSUMED) - - - E. SDS - 0.974, SDI - _. - • a � "T"OR "L"MEMBERS a � � � "T"OR "L"MEMBERS\,"T" " " " OR L MEMBERS � " " " " T OR L MEMBERSN PERIMETER WALL STUDS ..____, cc .546 --N-- POSTS (TYP.) - SEE POSTS (TYP.) F. SEISMIC DESIGN CATEGORY = D G. DESIGN BASE SHEAR = .244W H. SEISMIC RESPONSE COEFFICIENT Cs = - 4 Q o II6 1.1 o 5/S1.0 I N SEE 5/S1.0 POSTS (TYP.) SEE 5/S1.0 `�' POSTS TYP. (TYP.) SEE 5/S1.0 ®16" O.C. Q�D� 0 �- .244 WIDE PROFILE DOUBLE ��� J. RESPONSE MODIFICATION FACTOR R - 4 K. OVER -STRENGTH FACTOR S2o = 2 L. DEFLECTION AMPLIFICATION FACTOR Cd = 3.5 (� U _ \ WIDE PROFILE DOUBLE WIDE PROFILE DOUBLE RIVET BEAM SEE 4/S1.0 RIVET BEAM SEE 4 S1.0 / WIDE PROFILE DOUBLE RIVET BEAM SEE 4/S1.0 WIDE PROFILE DOUBLE RIVET BEAM""""'' SEE 4/51.0 ATTACH EACH POST WITH (2) #10 x 2" WOOD SCREWS 0 -y Q INTO BLOCKING Ilk� 4 RIVET BEAM WIDE PROFILE DOUBLE WIDE PROFILE DOUBLE SHELVING 6. CONCRETE TO BE MIN. 4" THICK NORMAL -WEIGHT WITH A 28 DAY COMPRESSIVE STRENGTH fif ti} RIVET BEAM RIVET BEAM WIDE PROFILE DOUBLE RIVET BEAM �_ WIDE PROFILE DOUBLE RIVET BEAM POST OF 2500 PSI. CONCRETE ASSUMED TO BE UNREINFORCED. \ �- 2'-O" TYP. 7. ALLOWABLE SOIL BEARING = 500 PSF ;; SEE 4/S1.0 SEE 4/S1.0 } ~ SEE 4/S1.0 � SEE 4/S1.0 RECEIVED CITY OF ; U�CWIL R SHEET TITLE (2) 1/4" DIA. ASTM WIDE PROFILE DOUBLE RIVET BEAM _ WIDE PROFILE DOUBLE RIVET BEAM -c::. WIDE PROFILE DOUBLE RIVET BEAM WIDE PROFILE DOUBLE A,$ 217 8. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR ALL POST INSTALLED ANCHORS INTO CONCRETE FLOOR SLAB.- REFER TO ICC ESR -3027. A502-1 RIVETS N SEE 4/S1.0 SEE 4/S1.0 NSEE 4/S1.0 RIVET BEAM SEE 4/S1.0 Q PERMIT CENTER SHELVING E tWAID FR �LIA CE 4 .4- -�- . \ _ 9. OTHER BUILDING MATERIALS INSTALLED NEAR FREESTANDING SHELVING UNITS MUST ALLOW • _ g� DET P R®V D L \ \ \ `'• FOR A RELATIVE DISPLACEMENT OF 5% OF THE RACK HEIGHT ABOVE IT'S BASE. ,_ SEE DETAIL 6/S1.0 FOR \ SEE DETAIL 6 S1.0 FOR / \ �„ \ SEE DETAIL 6/51.0 FOR \ \ MAY 9 Q �� SEE DETAIL 6/S1.0 FOR 0 2017 10. THE CLEAR SPACE BELOW SPRINKLERS SHALL BEA MINIMUM OF 18 INCHES BETWEEN 1'-0" POST ATTACHMENT (TYP.) -0 POST ATTACHMENT (TYP.) 2 -0 POST ATTACHMENT (TYP.) POST ATTACHMENT (TYP.) THE 1,_011 POELVING TOP OF THE STORED MATERIAL AND THE CEILING SPRINKLER DEFLECTOR. POST E SHELF UNIT HANG ROD UNIT k City of Tukwila 11. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING THE ANCHORAGE OF STORAGE RACKS 8 FEET OR GREATER IN HEIGHT. NOTE: PLAN DIMS. OF SHELVING UNITS ARE SHOWN ON ARCHITECTURAL PLANS NOTE: PLAN DIMS. OF SHELVING UNITS ARE SHOWN ON ARCHITECTURAL PLANS -�:UI ING visa N SHEET NO. ® ' 0 BEAM ATTACHMENTS SCALE: 3" 8 STOCK SHELF & HR UNITS @ WALL 9 FREE STANDING STOCK SHELF UNIT =1'-0° SCALE: 1/2" =1'-0" SCALE: 1/211 = 11-0° 10 CONN. TO WALL SCALE: 31' = 11-0' FA GSP PROTOTYPE RELEASE 3.0 . _ FOOT �T INC. STORE PLANNING DEPT. 330 WEST 34TH STREET NEW YORK, NY 10001 ARCHITECT: <141 ty- -(?,/ ABLE PA_SE Mr� S`fa u%J ARCHITECTURE 6375 RIVERSIDE DRIVE 3/8" DIA. x 3" HILTI HUS -EZ SCREW ANCHORS @ 22.5" O.0 - MOV WITH (2) /4"0 ` TEK SCREWS (TYP @ EACH POST) SUITE 220 W/2" MIN. EMBEDMENT DUBLIN, OH 43017 (ICC# ESR -3027, SPECIAL INSPECTION REQUIRED) / I - MOBILE CARRIAGE PHONE: 614.255.4048 1i1 ENGINEER: h tc7 � �� � �� A//k 0 1111111110 1111 �� JOSEPH LEWIS, P.E. 3260 W. HENDERSON RD. SUITE 10 COLUMBUS, OH 43220 614-326-2806 JLEWIS@RROHIO.COM d.I ..# *ac WAS i F . ?„,,y?399082 , 7 ,io---L.; r ., vt,,,,,,,, ,s ,,,, 01 ANTI -TIP TRACK ANCHORAGE SCALE: NONE 0 MOBILE CARRIAGE ASSEMBLY EXPIRES O8-137 I SCALE: NONE REVISIONS NO. DESCRIPTION DATE DATE: 3-31-17 SCALE: AS NOTED GROSS AREA: 7,920 SQ. FT. 1 SALES AREA: 4 601 SQ. FT. 0.5 ' a.5o0 •--t�l��I� a c�.6c�c� T-1 x. PROJECT # : FTA -008 a 03 PTNHD TRACK STANDARD 5.613 I ITT DRAWN BY: STAFF TRACK e" C\1 co in .., 2;' Nail -in ONE ANCHOR REQUIRED APPROX. EVERY 22.5" ONU ANTI -TIP TRACK immi CO Fastener 2 i" MIN. EMBEDMENT "DIA.x3"LONG HILTI HUS -EZ SCREW - TITLE 3 WESTFIELD ENTER MALL VA 98188 #416 KFL STORE - ANCHOR WITH 2 1" MIN. t C Foo . EMBEDMENT. (ICC# ESR F IIIIIIIUhIIIIIII�IIIIIII � i0.2FJ0 i screw k_2.000_1 3027) SPECIAL INSPECTION REQUIRED 2" Nail End Stop -In 1 Fastener - ,%''�• "� c� - - Tee Nut 2" TRACK ANCHOR HILTI HUS -EZ ANCHOR - - ..,.. - - #°'''..„ Hilti HUS Bolt 3/8 Nail -in Fastener" -EZ x 3 ( f �C- /� �� , . . • • 0 " - - "°°- , • • - ' " - - J., t„, ,. . . "0/. . . , „ , • 00--'/-.'„,,,,,,././0,,,, 0 .., #0.„ 00, 00 #0, . . ••/.'. # . .. #0,#,•,,,,...,.•,,, .. e . , /do", Hilti HUS -EZ Bolt 3/8" x 3 2 0 ../s< d� PROJEC1 ►UTHCENTEF 00 SOUTHCE TUKWILA, V SPACE X57266 2 -BOLT -(1/4-20 X 3/4 GR5) �-- =o Detail f _ Anti -Tip Guide Anchor 2 VUAS1- ER 0 �' r v w u) N 1-F 1 T %/ -! Pin Hole • �' ,r ii,e w OC Screw :. ' / f Roll Plns REAR of ,r� N ., I.. FRONT Ob � � l.M ' ANTI -TIP G VIDE. ��c�toEnd 1-0. Sto/� S stem �-_.-, y of System �� P/0 . r o Q Tee Nut t•�- :;rCehor �I�� .� `�.'. TRACK APPROVED TRACK INSTALLATION ANTI -TIP GUIDE DETAIL eITY® TUK ,ILIA APR 0 4 2017 SHEE TIT City "' 09 2017 of Tukwila + \V /IL ON PERMIT CENTER x4 MOBILE S DETAILS SHEET NO. S 1 g OA ASSEMBLY DETAILS SCALE NONE FA GSP PROTOTYPE RELEASE 3.0