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HomeMy WebLinkAboutPermit D17-0064 - BUILD A BEAR - STORAGE RACKSBUILD A BEAR 656 SOUTHCENTER MALL D17-0064 Parcel No: Address: 0 City of Tukwila 0 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 656 SOUTHCENTER MALL Project Name: BUILD A BEAR Permit Number: D17-0064 Issue Date: Permit Expires On: 4/10/2017 10/7/2017 Owner: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, WA, 92013 Contact Person: Name: RICHARD MOLLICONE Address: 110 27TH AVE NW , GIG HARBOR, WA, 98335 Contractor: Name: PREMIER BUILDERS Address: 110 27TH AVE NW , GIG HARBOR, WA, 98335 License No: PREMIB*055KK Lender: Name: BUILD A BEAR Address: 656 SOUTHCENTER MALL, TUKWILA, WA, 98188 Phone: (253) 583-6896 Phone: (253) 858-9114 Expiration Date: 9/24/2017 DESCRIPTION OF WORK: SUPPLY AND INSTALL STORAGE RACKING Project Valuation: $5,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $331.00 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 No Permit Center Authorized Signature: 6fikel "" ' Date: /0 / / t.�l 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 ing construction or the performance of work. I am authorized to sign and obtain this developmen .er an agree to the copditions attached to this permit. Signature: Print Name: z9 `t. P Date: 4/7-/1) '47 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 kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: 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. 6: 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. 7: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 12: 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) 11: 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) 13: Clearance between ignition sources, such as light fixtures, heaters and flame -producing devices, and combustible materials shall be maintained in an approved manner. (IFC 305.1) 14: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.3.1) 18: Install mechanical stops in the tracks or on the rack structure to ensure a 6 inch transverse flue space is maintained every 4 ft along the length of the racking when the units are rolled together. Contact Al Metzler at 206-971-8718 if additional clarification is needed. 15: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue spaces shall be maintained. 10: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 16: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 17: 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 TUAeJLA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pe mit No. D11— O01011 Project No. Date Application Accepted: /2 01 11 Date Application Expires:' " I 'ii 11 (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 Site Address: 'S f v//(e L /IA// Tenant Name: fit,/,,/ �j Spm PROPERTY OWNER Name: 6e,,,./ / av� �a///,,, P Address: //U 71j Name: ) (9 ` Email: r,,;, 1 v1/c®,..,P e k 4d�ter., G vvy► Addressorgo( i v,w City: S/ /.94.i j,s State", . City: j 6.„,/1,/, State 4 e)5 d/, CONTACT PERSON — person receiving all project communication Name: 6e,,,./ / av� �a///,,, P Address: //U 71j City: / 3 / o� State:L„,,,,,4 ZipRe3 f Phone: �� ce. _ 6 96Fax: 2'r] e. - 't1(o C Email: r,,;, 1 v1/c®,..,P e k 4d�ter., G vvy► GENERAL CONTRACTOR INFORMATION Company Name: /Avyr / (fir 0,, fliers /1 r (/ / / Address: 9 2 Zi // , �Zip9r /7,�t City: ‘' f7` '' d Stt�atte: w/T 4 ) Phone:1 r?. cGrr ? den Fax: 2C J -4-i f69 / Contr Reg No.:, CMI yxs- xp Date: p %?- / 7 Tukwila Business License No.: H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 •bh King Co Assessor's Tax No.: Suite Number: ea Floor: New Tenant: Yes .. No 7 S� ARCHITECT OF RECORD Company Name: A r Engineer Name: .A.-.727, _ % 1/‹, e/ . ' � / 5-404‹, Company Name: / ,,�� A704, GI. /775 , 4 !it . �rm,,...ye' Architect Name: f % e..?" -y- C . `j Address: /� ` 4., D// Ise, T�' t.-rly City: S/ /.94.i j,s State", 7Z.//..3 2 Phone?/r? 2(s )3 VO Fax: Email: ENGINEER OF RECORD Company Name: A r Engineer Name: .A.-.727, _ % 1/‹, e/ . ' � / 5-404‹, Address: e am �'rA.m. ie°-°'CPei / CityL. "lhi State: State: / Zip:/ 2 Phone?:- p (/ y.rw �r Fax: S 1� Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) 't %o g/ Name:fk / Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATI C 206-431-3670 �-1 Valuation of Project (contractor's bid price): $ Describe the scope of work (please p vide detailed information): 4r/- Existing Building Valuation: $ Will there be new rack storage? R....Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage • Attached Carport • Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 ./ PUBLIC WORKS PERMIT IN TION — 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 0 ...Water District #125 0 .. Water Availability Provided Sewer District 0 .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline ❑...Valley View ❑...Renton 0 ...Sewer Availability Provided 0... Renton ❑... Seattl'e 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): 0 .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond ❑...Insurance 0... Easement(s) Proposed Activities (mark boxes that applv): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities 0 .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size ❑. ❑. ❑. ❑. ❑. ❑. Geotechnical Report .. Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use — Potential Disturbance 0... Work in Flood Zone 0... Storm Drainage .. Abandon Septic Tank .. Curb Cut .. Pavement Cut .. Looped Fire Line 31 ❑ .. Sewer Main Extension Public ❑ .. Water Main Extension Public 0 ❑ ... Grease Interceptor ❑... Channelization ❑...Trench Excavation ❑ ... Utility Undergrounding WO # (2) " WO # (3) WO # (2) " WO # (3) WO # 0 .. Deduct Water Meter Size Private 0 Private 0 " WO# " WO# FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Day Telephone: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\F'orms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 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. BUILDIN E R, AJ�1'HO' E ► AGENT: Signatu • Date: I17-/7 Print Name: /4-7; P Day Telephone: 2 3- , ) - Mailing Address: f/l% 7 4 /1/4/,c/573r City State Zip H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 4 of 4 DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $331.00 D17-0064 Address: 656 SOUTHCENTER MALL Apn: 9202470010 $331.00 DEVELOPMENT $321.40 PERMIT FEE R000.322.100.00.00 0.00 $192.06 PLAN CHECK FEE R000.345.830.00.00 0.00 $124.84 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $9.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R11146 $9.60 $331.00 Date Paid: Monday, March 27, 2017 Paid By: PREMIER BUILDERS Pay Method: CHECK 13280 Printed: Monday, March 27, 2017 9:58 AM 1 of 1 CSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit biz -066+ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 I? jest: ttllL.b 4 2 T e of Inspection: )t/iV2rx(.1.- Address: Cc6 Searifie61170 /141W— Date Called: Special Instructions: Date Wa' ted: j 1,/9/7 �_-'-�"'. Requ s er: Phone No: Approved per applicable codes. I: Corrections required prior to approval. COMMENTS: Inspector: )11744 Date: / eiz 177, 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 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 '' Permit Inspection Request Line (206) 438-9350 Project: RIith A P>5A- Type of Inspection: S)-E'Poxl/AXP Cam Address: V 442 - r /141442- Date Called: Special Instructions: Special Date Wan d: 4/ 7 a. azt,.. C~� Reque er: Phone No: Approved per applicable codes. Corrections required prior to approval.,. COMMENTS: Inspector:4044 Date: le' 1? REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. WE to schedule reinspection. INSPECTION 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 Proj 1iUu A R A -t2 Type a spection: -`/2 tAV Address: dge SavicarTE-teMAL(_ Date Called: Special Instructions: Date Wantejd: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 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 [ 7?- 00(0-9----- PERMIT 0(0" PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 13..11of-A-3e,,, Type of Inspection: F;vR F V1C45 Address: Suite #: (es (P So -A -I Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Y'e 1 1114 J S t/J ✓% k0ktu 1 0 Needs Shift Inspection: 'i Sprinklers: `1' Fire Alarm: `1' Hood & 'Duct: /0 Monitor: (',-,;0(, a Pre -Fire: Permits: Occupancy Type: M Inspector: A\ --vin S 1 , Date: 9- I �:- / Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing P iling S teel S oils Wood April 17, 2017 File No. 17-320 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit: Build a Bear Workshop 656 Southcenter Mall D17-0064 A.A.R. TESTING LABORATORY. INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY This is to advise you that special inspections are completed on the above referenced project. The following inspection was required and copies of our inspection reports are attached. 1. Proprietary anchor installation To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, IBC and related codes and/or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. /6444 6z-tid4A-, Kimberle Anderson President CC: Premier Builders -Rich Mollicone RECEIVED CITY OF TUKWILA APR 1 7 2017 PERMIT CENTER Tel: (425) 881-5812 Fax (425) 881-5441 • 7126 180th Ave. NE • R.O. Box 2523 • Redmond, WA 98073 /1:A:R TTestil Client: Premier Builders 110 27th Ave. N.W. Gig Harbor, WA 98335 Contact: Rich Mollicone Field Report Report #: 68485 RC: .71 6180.th Ave.N.E.,-Park i80, Suite c101, Redmond, WA 98052 Phone 425.8815812 F tx425.881.5441, .: . Project Number: Permit #: Project Name: Address: 17-320 017-0064 Budd a Bear Workshop 656 Southcenter Mall Inspection Performed: Proprietary Anchors Date: 4/14/2017 Time: Temperature: On site for pre -inspection of anchor bolt installation. Bolts to be used are Hilti Kwik Bolt -TZ, 3/8" x 3" long with 3" embedment into existing 4" slab. 3/8" bit used for drilling and holes cleaned per manufacturer's recommendations and per ESR 1917. Bolts will be installed for rolling rack system in storage room. RECEIVED CITY OF TUKWILA APR 1 7 2017 PERMIT CENTER Distribution: Distribute Client ❑ Distribute Contractor Distribute Engineer ❑ Distribute Owner RI Distribute Municipality ( I Distribute Other [i' Distribute Architect j Distribute Other Inspector: Koontz, Josh Reviewed by: Michele Guerrini All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Field Report Report #: 69316 A.A R .?esfing Laboratory. , Inc.7126180th AVe N ,,Park 180,. SC9_0 uite 1, Redmond,: WA 98052 -' Phone ,4,25.8815812 .Fax.425 881 5441;..ti ` .. , Client: Premier Builders 110 27th Ave. N.W. Gig Harbor, WA 98335 Contact: Rich Mollicone Project Number: 17-320 Permit #: D17-0064 Project Name: Build a Bear Workshop Address: 656 Southcenter Mall Inspection Performed: Proprietary Anchors Date: 4/17/2017 Time: Temperature: On site for final inspection of racking anchors. Verified anchors to be Hilti Kwik Bolt -TZ 3/8" x 3" long with a 3" minimum embedment. Torque was tested with calibrated wrench #86 and was found meeting the 25 ft. Ib. requirement. Bolts were installed in storage room for roiling rack system. RECEIVED CITY OF TUKWILA APR 1 7 2017 PERMIT CENTER Distribution: jl Distribute Client Ci Distribute Contractor :i Distribute Engineer ❑ Distribute Owner Distribute Municipality Ti Distribute Other ` I Distribute Architect 0 Distribute Other Inspector: Muir, Mike Reviewed by: MicheleGuerrini All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden # DESCRIPTION SUP. BY INST. BY REMARKS ST# DESCRIPTION SUP. BY INST. BY REMARKS SN# DESCRIPTION SUP. BY )NST. BY REMARKS 01-777 IMAGINE OWNER G.C. ST01 BEAREMY MASCOT STORAGE HOOKS G.O. G.C. PROVIDE -3 HOOKS MOUNTED AT 8'-0A.F.F. - SEE DETAIL 15/A5.0 51401 STOREFRONT SIGNAGE OWNER G.C. SEE STOREFRONT DETAILS 02-777 CHOOSE ME OWNER G.C. 5102 BOTTLED WATER COOLER OWNER G.C. 51402 BEAR DEN SIGN (BACK ROOM OFFICE) OWNER G.0 MOUNT 4'-9" A.F.F. TO BOTTOM OF GRAPHIC 03-775 SLAT WALL OWNER G.C. 5703 MINI -FRIDGE & MICROWAVE OWNER G.C. 51403 STOREFRONT BLADE SIGN OWNER G.C. SEE STOREFRONT DETAILS (NOT USED) 06-775 DRESS ME 8'-0' SECTION WITH DRAWER BASE OWNER G.C. 5704 4'-0' WIDE STOCK SHELVING - 8'-0' H.O./FREESTANDING METAL UNITS W/ 5 ADJUST. SHELVES. (STATIC AND ROtUNG SYSTEM) OWNER G.0 STATIC AND ROL0NG SHELVING A5 MANUFACTURED BY MEG - LATERAL BRACE •ANCHOR TO WALLS PER MANUF. STD. DETAILS IF REQUIRED BY LOCAL CODE - PROVIDE 'OPEN' TYPE SHELVES AND SPACERS TO MAINTAIN 6' MIN. SPACING BETWEEN UNITS SN04 'SMILE FORE' MWALL GRAPHIC OWNER G.C. SNOS TAKE -ME -HOME SOFFIT GRAPHICS OWNER G.C. 06-775• PARTY 8'-O' SECTION OWNER 0.0 (NOT USED) SNO6 TAKE -ME -HOME WALL LOGO OWNER G.O. 06-785 EXPLORE 8'-0" SECTION WITH DRAWER BASE OWNER G.C. 5704A 3'-0" WIDE STOCK SHELVING - '-0' H.O./FREESTANDING METAL UNITS W[ 5 ADJUST. SHELVES. (STATIC AND ROLLING SYSTEM) OWNER G.0 51107 DISCOVER GRAPHIC OWNER G.0 06-795 DRESS ME 8'•0" SECTION WITH OPEN BASE OWNER G.G. 07-775 DRE55 ME 4'-0' SECTION WRH DRAWER BASE OWNER G.C. 5705 METAL EMPLOYEE LOCKERS OWNER G.C. G.C. TO VERIFY WITH ARCHITECT PRI0R TO BID 5N08 EXPLORE FIXTURE GRAPHIC OWNER G.C. 07-775' DRESS ME 4'.0' SECTION WITH OPEN BASE OWNER G.0 (NOT USED) ST06 COMPUTER SERVER RACK OWNER G.C. G.0 COORDINATE INSTALLATION OF 3;" FIRE -TREATED PLYWOOD BACKER BOARD OR MOUNTING TO WALL (SEE FLOOR PLAN, SHEET AI.0) 5909 EXPLORE SOFFIT GRAPHICS OWNER G.C. 51410 IMAGINE GRAPHIC OWNER G.0 08-775 DRESS ME 2'-0` SECTION WITH DRAWER BASE OWNER G.0 (NOT USED) 5NI 1 'BUILD -A -BEAR FOUNDATION' GRAPHIC OWNER G.C. 08-775' DRESS ME 2'-0' SECTION WITH OPEN BASE OWNER G.C. (NOT USED) 10-776 SIDE PANEL OWNER G.0 5708 STUFFING BALE OWNER G.C. 51412 SUSPENDED WINDOW GRAPHICS OWNER G.C. 13-775 WORKHORSE OWNER G.0 STO9 2'-0',4'-0' BREAK TABLE OWNER 0.0 (NOT SHOWN" SNI3 'CHOOSE ME" BLADE SIGN OWNER G.C. COORDINATE LOCATION OF BLADE SIGN WITH BABW REPRESENTATIVE PRIOR TO INSTALLATION 15-775 LOVE ME BINS OWNER G.0 5110 P. LAM SHELVING ON SIDS. (2'-0", 4'-0', OR 8'0' WIDE) G.0 G.C. SEE DETAIL 13/A5.0 51414 'STUFF ME" BLADE SIGN OWNER G.0 16-775 IMPULSE FIXTURE OWNER G.0 ST11 2'-0",3'-0' MARKERBOARD OWNER G.0 51415 *DRESS ME" BLADE SIGN OWNER G.0 17-776 WINDOW PLATFORM OWNER 0.0 5112 2'-0"x3'-0" TACKBOARD OWNER G.0 SN16 'NAME ME' BLADE SIGN OWNER G.0 19.775 HEAR ME OWNER G.C. 5713 COAT HOOKS G.C. G.C. G.0 TO VERIFY WITH ARCHITECT PRIOR TO BID 5917 'SMILE FORME BLADE SIGN OWNER G.C. 31-775 BACKWRAP OWNER G.C. 23-700 MANAGER'S DESK AND WALL UNIT OWNER G.C. 5,118 TAKE ME HOME BLADE SIGN OWNER G.C. 24-777 NAAIEME OWNER G.C. 51419 4'-0" WIDE 'CASTLE" WALL GRAPHIC OWNER 0.0 (NOT USED) 25-775 FEATURE FIXTURE OWNER G.C. 5920 5'-0' WIDE `CASTLE' WALL GRAPHIC OWNER G.0 28.770 CLEARANCE BIN OWNER G.C. 51421 6'-0" WIDE TREE' WALL GRAPHIC OWNER G.0 46-775 3-05 FRONT CASHWRAP (ADA LEFT) OWNER G.0 COORD. ELEC. HOOKUP - NOT USED) 46-775' 3 -ROS FRONT CASHWRAP (ADA LEFT) OWNER G.0 COORD. ELEC. HOOKUP - (NOT USED) 47-775 3 -OS FRONT CASHWRAP (ADA RIGHT) OWNER G.C. COORD. ELEC HOOKUP - (NOT USED) • 47-775' 3 -POS FRONT CASHWRAP (ADA RIGHT) OWNER G.C. COORD. ELEC. HOOKUP - (NOT USED) "- - ASSISTANCE CHAIR OWNER G.C. QUANTITY: 3 e"i r" 1' O. "1 ! ".." (" • - .1 P CENTER ADA CASHWRAP OWNER 0.0 COORD. ELEC. HOOKUP ;Z:.°,2-1. 1 .l, .. . 1 1 __ 4 o_..5 ,..vill CHOOSE -ME DISPLAY SCREEN OWNER OWNER QUANTITY: 1 _ PEDESTAL FIXTURE OWNER G.C. QUANTITY, 1 1 i.' -.••".• k' 1-, •, '.•F L STOREFRONT LCD DISPLAY SCREEN ASSEMBLY OWNER G.C. QUANTITY, 1 I 4 .:.. 4, i_1 0 i .4 1 ..d" 4 R. STUFFER OWNER G.C. QUANTITY: 1 WIRE GRID OWNER G.C. QUANTITY, 1 SALES AREA FIXTURE SCHEDULE STOCK RO Re CHECULE SIGNAGE SCHEDULE /�I�'��'F�C:T LJ 116.13.•'.. ti 1644 ( °unbEreg ,.;-as Piping FILE COPY I PeTreet tia, 1)(1-00(f) 0. S rec., :i oc Tukwila >:.al'_��''' PiN iSIOD�I __ _ f'' .n I�'3' B� �_.-vaF.3.., a ��t cttoerrors and orr1s '4lif�. +� y� OHO` i�� w. ; B� \ C -C'' /�`a{�i et /s • q p f j�lS� p1( 1 Appro Y7.E1 01 C...I,ji 1. :1• uEe➢3L7 t:'JGA.+G,.t: Ctsf..3li l[ does rot r� sA/��T ooes rio E:�'s:iVL3G� �.II�., _ • (`A,'L.. - \ i •iii 1,4 ��......-.. w '''-e ?. IIi a anv REVISIONS :Is violation of env : 'ted code or ordinance. Recent �, 42149 - Z ` (7 .�� ��.�........� No chances shy ;l e made to the scoop of approved F. id oui : d conditi ns i acknowledoed: • � ' % Of It!Or'< v'itho., ;: p`"i of c: -3I lioi ;-3I of I '��/yi�./•►.j v 4 ` r � , %,;,MINI Lbt(4:Yila Bi RfiVlSstlr"i By: EXPIRES Q r' i Bm $I� NOTE:Revisions will require 1 n -, pia F t ssn subC'rt.i.a► Date: jp�on EXIST. - and may ir�c Ode ac+di2ional Y plea rcvi$btl fieeS. r 01.01 DISPLAY SCREEN \HIGH/LOW ' DRINKING FOUNTAIN V� 1 J 'dr . ASSEMBLY /■ P� qty of Ti - e / / % 9 1J' 2'-6' Z.-6. ukwi •2.-6. 2•-6• 3'-6' j • I. 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E.P.:1 I1141111111k111111111111111 CASNWRASE III �' '.1 '''IIT/oZ3-700 '_ 5705 b�V"Ot/I�del 1µc v1, 113. • I 1111STUFFER ■ -STif((LN o F i I" (-ir IA 36' WIDE 33 MIGM '1, 1 ' 1 1 I • AS515 OtAIR ANC Mill 1401,li 10 F`I36 1`____dI,.,/!w\•\. /�/ ` tLLL ✓�O ACCESS BlE PO TION OF �' ' I I I I t'/ D 5 OVERY A��.::..',,y1'''''��,'1VVV1Y0 h' �. • I�'.11,,4•G w .QJ/� - 1111'DEP H COUNTER - COUNTERLL, I 1111111 5706 I .: V`�1 r"� __ ' ' I 1'I♦II I♦I I �� ` ii --III®I ■ ; el IMIEWIIIII _I % I;'0,1• (R 11111 5702 1.1111P111111111110111111 . 111111111111M '�u - ASS ANCE CHAIR •\%% �:•/ ASS ANCE HAIR S....sno . L_LI AfI �� STID - 13 ST01 O ns 11111111111111111 0 ::" Iy�., OMNI . .IN= II 11 11 11111911[1 ;.51 .. i 1 II I1.111.11111.11111111111. I o IINI % / 10_76 06.77 1 0 I (OPEN 06 795 BAS) Zry9)/ :n(06 111111 I I," II ®®II,I.,I'I IIIIaII�iSiYi6L�I,M®", ®■II■I■I®Ii>tNMI L1 II II 1 ,D !hiI 1 I / a. a 78510 P O IT 00 F 1 I '1�•>"�� E T 6'-0' T EE GRAPHIC ry 5,121 ( 1 d Id I.-.3. 1 CHOOSE -ME DISPLAY SCR EN : sr __. I� _. _.. _ _ .51408 _._ 9'-9J9' __ 2.6" `_ (LrI I UI' I U LA . 121'-3740' �`�n �j 1 !/-,. fro ✓ (d e, �Py �'l( VVVV���v���` V W �J ' MAR 27 2017 ' DASHED UNE INDICATES ` EXIST. SOFFIT ABOVE AT re e) v t- ts-v- ca . ,c, -)e f -e, PERMIT CE 10%6' A.F.F. TFR I \oQVVVAJ Q.- Ht w r- IN Sit(((e O /` ., NOTE SEE ENLARGED DETAILS ON A4 SHEETS FOR STOREFRONT DIMENSIONS AND OTHER CRMCAL INFORMATION 20 FIXTURE PLAN SCALE 1 /4' = 1'-0' MEP Esq ACERTUS CONSULTING GROUP, Lu li> VW • 1.13313.3113 COPYRIGHT DISCLAIMER: WTV 1Z7mLT'i'�' PROFESSIONAL SEAL PROJECT TITLE TUKWILA, WA SOUTHCENTER MALL SPACE NO.: 1130 F\ lF'Tt/ raF I P`opz E REf REaG \NCI 8PgoN w APR 0 4 2017 1Z12 - City,. -r _ kwile lLr ISION 3 FOR CONSTRUCTION 03/01/17 3 OIYCO.0ENTS 01/30/17 1 LANDLORD COMMENTS 01/17/17 Na.O 866111an Daw1Pllan Dma SHEET TOLE FIXTURE PLAN AND SCHEDULES PROJECT NO. SHEET NUMBER, 16283 DRAWN BY: PDP ISSUE DATE 12/14/10 F 1.0 -J THE CARRIAGE FRAME IS MADE ALL OF 14 GAUGE GALVANIZED STEEL. C-1095 BLUE TEMPERED SPRING STEEL 6061-T6 ALUMINUM C-1095 BLUE TEMPERED SPRING STEEL ,dimin i/#4d///n/7/ 1//iamimi .. 6061-T6 ALUMINUM 3 (1) ANCHOR PER PLATE `BJ ANTI -TIP TRACK DETAIL CJ STANDARD TRACK DETAIL 31 STANDARD ANCHOR LOCK NUT II`► �♦ .t SPACER `4 `to ANTI -TIP BASE ANTI -TIP HOOK HEX BOLT CORNERS ARE 14GA. w/ A 1 12" LIP ABOVE THE CARRIAGE SURFACE WHEEL ISA PERMANENTLY SEALED, SINGLE ROW, RADIAL BALL BEARING. 12" ON CENTER MAX. CARRIAGE I 4� ANTI TIP ASSEMBLY (2 PER) LAJ CUT VIEW "A" 1.500 0.750 �_ I 2.000 O.C. 18 GA. Jp \ o ATTACH W/ (2) 3/16 RIVETS (2) EACH SIDE. (4)PER SPREADER 22 GA. 0 4 1/2" 2 GA 2 8 ATTACH UPRIGHT TO ATTACHMENT PLATE W/ #10 x 3/4° HEX HEAD S.M.S. ATTACH W/ (2) 3/16 RIVETS (1) EACH SIDE. 88 GA. BOTTOM SHELF IS SOLID. THE REST OF THE SHELVES ARE 51% OPEN PERF. SHELVES 5� UPRIGHT POST `6) UPRIGHT W/ SPREADER `7) UPRIGHT W/ ANCHOR BRACKET �8J SHELF ATTACH W/ #10 x 3/4" (MIN.) S.M.S. (3) EACH PER BACK TO BACK POST LOCATION � O 36" or 48° 48" /4" X 14 GA. STRAP ATTACH W/ 10 x 3/4" HEX HEAD SCREW (4) REQ'D PER X -BRACE SET RIVET AT CENTER SEE ELEVATIONS FOR X -BRACING CONFIGURATION 9, BACK TO BACK UPRIGHTS BACK TO BACK UPRIGHTS SHELVING SECTION NOTES: • 1. SLAB CONCRETE STRENGTH = 3000 PSI MINIMUM 2. SLAB THICKNESS = 4" MINIMUM 3. STEEL STORAGE RACKS DESIGNED IN ACCORDANCE WITH 2015 IBC ANCHORS INDICATED ON DETAIL AND SHALL BE: POWERS FASTENER WEDGE BOLT (ICC -ES ESR 2526) HILTI KWIK BOLT TZ (ICC -ES ESR 1917) OR ICC -ES APPROVED EQUAL 5. MINIMUM DISTANCE BETWEEN ANCHOR BOLT CENTER TO ANY CONSTRUCTION JOINTS, CONTROL/EXPANSION JOINTS OR SLAB CRACKS IS 4" 6.(-- PROVIDE SPECIAL INSPECTION FOR ` f ( •) ANCHORS IN ACCORDANCE WITH IBC -1705.12.7 - 4. LOAD CAPACITY PER SHELF 1• 400 LBS LOAD CAPACITY PER SECTION 2000 LBS I 4811 SUIIDIMC 50818, 23 7/811 9611 r hNN>N: 291510[ WIN WASHINGTON STATEAMENSMFNTS 2710 LMC WITH WASNE/CTCN STATE AMENDMENTS 2715 UPC WITH WABNBIGICN STATEAMENDMIMIS 2011 MIS (PIM 70) WITH LOCA. AMEN004041S 2.'015 DC W 119 W ASHINGIGN 51ATE AM4N3M(415 2015INn2W1IC14Al *US. CAS C088. 2014 NRRA 58, AND 2015 NEPA 54 2015 RCCT'IASEP GTON 8TA1E ENE208 CODE ICC/ANSI A117.7.09 ACC[SSBL/ ANG U5A01 BI.RDINCS AND NA41T[5 WPfH WALO4GTON STATE AAt1N154404TS RL CODE`P OVter?: k 23 7/811 9 6; APR. 04 City of Tu BUILI.)g(. )l` 2 ::OR :LANCE/ j q' / f 9.D 9• RECEIVE CITY OF TUK'}JVI MAR 2 744 71611 PERMIT CE DI 1, 00 KLVING PROFILE L AMBROSE ENGINEERING W66 N215 COMMERCE COURT CEDARBURG, WI 53012 -In- 1 3/13/17 9 9 9 9 9 9 9• 9s 1 241" i uc "C.Nasow can NTGROUP.I.M�o AN. WOULD NOT a T. IDEAS ARE ADDRESS Build -A -Bear Workshop 1036 SOUTHCENTER MALL TUKWILA, WA. 98188 Regal Manufacturing Company 502 South Green Street, Cambri0ge City Indiana 47327-0031 TITLE. MEG MOBILE DETAILS SHEET 1 OF 1 IrAa°• Waw�„NNaw1✓"w aaroa"1�w aa."R=warn=aaanOcamot.ap DRAWING NUMBER: CALC101 A STRUCTURAL DESIGN CALCULATIONS For Seismic Shelving Analysis Build a Bear Workshop Tukwila, WA BY PIM Job # AMBROS ENGINEERIN W66 N215COMMEACE CO CEDARBUAG, WI 53012 017-120 March 20, 2017 Calculations prepared for Regal Manufacturing Company Regal Manufacturing Company 502 South Green Street Cambridge City, IN 47327-0031 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 4 2017 City LADINGTukv�,ila DIVISION RECEIVED CITY OF TUKWILA MAR 2 7 2017 PERMIT CENTER (765) 334-8118 www.RegalMC.com Reference Data These calculations review the design and installation of storage racks for structural adequacy. The sealing of these drawings is for the structural review of the storage racks only. Other information is not reviewed or approved. Building Code • IBC 2015 • ASCE 7-10 • Rack Manufacturers Institute - Industrial Steel Storage Racks Manual (RMI) Loads Vertical (dead plus live) Mobile Shelving by Regal Manufacturing Company Maximum permissible load per shelf < 400 lbs Maximum permissible load per unit < 2000 lbs Component Design Procedure • Posts/Spreaders designed for double loading to account for back to back or end to end shelf orientations. • Anchors/Tracks designed for double loading to account for back to back or end to end shelf orientations. • X-Brace(s) designed for (4) times the loading to account for (1) set of x -braces per (4) units, typical. 4 a: r-. 3/20/2017 Design Maps Summary Report 'USGS Design Maps Summary Report User -Specified Input Building Code Reference Document Site Coordinates Site Soil Classification Risk Category 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) 47.4579°N, 122.25656°W Site Class D - "Stiff Soil" I/II/III USGS-Provided Output SS = 1.454 g S1 = 0.542 g SMS = 1.454 g SM1 = 0.813 g Maple Valley �tG Ce (Kent ovinri ton • SDS = 0.969 g SD1 = 0.542 g 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. 0 0 N GOO MCER Response Spectrum Period. T (.sec) en cn0 1.10 1.00 a90 aoo a. a CUM ana aeo as aro ala aoa Desian Response Spectrum Period.T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. https://earthquake.usg s.g ov/cn1/desig nmaps/us/summaryphp?templ ate= mini mal&latitude=47.45789615711934&long itude=-122.25656064316905&siteclass= 3&ri... 1/1 __ B Job: Build a Bear Workshop - Tukwila, WA Page: ENT PE°R �.`ENGINEERING Job #: 017120 By: JLM ".W66N215COMMEACECOUAi Date: 3/20/2017 Checked: RMS CERAMIC. WI 53O12 Shelf Information Shelf Profile Length Width! Height Bottom Shelf "height" Second Shelf "height" Typical Shelf "height", Number of Shelves Units Laterally Supported importance Factor; Rx (braced) R, (unbraced) Soy Sips Seismic Design Category 48 in 24 in 96 in i_ in 21 1 in 24 in 5 I 4 1.0 4 6 0.542 0.969 D Seismic design procedures follow IBC 2015 ASCE 7-1012.8.3, 15.5.3, and RMI MI -116.1 'g' 23 :<-23718'-4 "k 0 0 or \ / / 471 11@ �' 241 Ca (From RMI) Above first floor 0.200 No 1 SHELVING PROFILE 0 Seismic Base Shear, V V=CsxIpxWs RMI ASCE 7-10 (ruin) Cs (R=4) 0.24225 0.136 Cs 0.242 Cs (R=6) 0.1615 Product Load, PL I 2000 lbs (max load per unit) Dead Load, DL[ 1.5 j psf Posts double loaded to account for side to side orientation Shelf li Load per [lbs] Shelf Load Per Post [lbs] Dead Load per Shelf [Ibs] 1 400 200 12.00 2 400 200 • 12.00 3 400 200 12.00 4 400 200 12.00 5 400 200 12.00 Total Ws = (0.67 x PLRF 2000 x PL) + DL lbs 60 lbs Ws 1400 lbs V (R=4) 339 lbs V (R=6) 226 lbs R0 S EJob: Build a Bear Workshop - Tukwila, WA Page: pmAMB ENINEERINGJobe:017-120By:JLM Date: 3/20/2017 Checked: RMS ,W66N215COMMERCECOURT CEOARfURG, WI53O12 Vertical Distribution of Forces VwxhX From RMI MH16.1 Fx ^ For ail levels k 1.0 EWiht h/d 4.00 61 All shelves loaded to 67% capacity: Posts double loaded to account for side to side orientation Shelf # Load per Shelf [lbs] Height [in] Post Load Modified for # of Racks 1 268 3 134.0 2 268 24 134.0 3 268 48 134.0 4 268 72 134.0 5 268 96 134.0 Braced Direction (Longitudinal, X) R=4 Load Case 1: All shelves loaded at 67% im.► Shelf wxhxk [lb -in] Lateral Load at Shelf Level [lbs] Each Node [lbs] 1 804 4.2 2.09 2 6432 33.5 16.75 3 12864 67.0 33.50 4 19296 100.5 50.24 5 25728 134.0 66.99 Load Case 1 (for illustration purposes only) Total 65124 1b -in Load Case 2: Top shelf 100% loaded ws,top 600 lbs Vtop = Ftop 145 lbs Lateral load at top shelf Load Case 2 (for illustration purposes only) A M B R 0 S E Job: Build a Bear Workshop - Tukwila, WA Page: i__ ENGINEERING Job#: 017420 By: JLM m Date: 3/20/2017 Checked: RMS N2I5COMMERCE COURT AI"W66 CEOAROURO, WI 53012 Unbraced Direction (Transverse, Z) R=6 Load Case 1: All shelves loaded at 67% w hxk Lateral Load at Shelf Each Node Shelf # [lb -in] Level [lbs] [lbs] 1 804 2.8 1.40 2 6432 22.3 11.17 3 12864 44.7 22.33 4 19296 67.0 33.50 5 25728 89.3 44.66 Load Case 1 (for Illustration purposes only) Total 65124 lb -in .–_ Load Case 2: Top Ws,top shelf 100% loaded 600 lbs ' Vtop = Ftop 97 lbs Lateral load at top shelf Specific Load Combinations Load Factors Combination #1 Combination #2 Combination #3 (per RMI MH16.1 §2.1) DL LL (PL) EQ 1.00 - - 1.00 1.00 - 0.75 0.75 -0.50 — Combination #4 0.75 0.75 0.50 Load Case 2 Combination #5 1.00 0.88 - (for illustration purposes only) Member Design Spreader Beam Section Properties Morax 213 in -lb (from RAM) Sx 0.12643 in3 fb 1685 Fb 21600 psi Fy psi [ 36000i psi fb/Fb 0.078 OK V 106.5 lbs Spreader Beam Connection X -Brace - Shelf supports 4 units Rivet Spacing 2 in Axial Force 73 lbs Rivet Diameter Shear Capacity of 0.1875 Rivet in (for one shelf, spreadsheet multiplies by 4) Ft 14400 psi Vaiiow [ 591 lbs Area 0.0525 i in2 Vapplied 107 lbs ft 5562 psi RIVET OK BRACE OK 4SCIEVOIIOX Sr 1 X -Brace Connection to Upright #10 Screw, 18 GA Upright V. 422 lbs Applied Force 292 lbs hL.,..., V„ 591 lbs SCREW OK A M B R 0 S E Job: Build a Bear Workshop - Tukwila, WA Page: AENGINEERING V Jobth 017-120 By: JLM ! NSN215COMMERCECOURT Date: 3/20/2017 Checked: RMS CEOARBURG. WI 53012 Anchor Design ICC-ES Expansion Anchor Diameter Upliftmax V. 0,375 73 70 in Expansion Anchor Powers Wedge lbs fc 3000 'psi lbs heft 2.5 Bolt+ j ESR-2526 in Tr Interaction 0.0235 Tallow 1030 lbs Vanow 1030 lbs I�. ANCHORS OK Anti-Tip Track Check Track Properties Anchor Spacing L 12 ] in Ix Uplift 73 lbs Sx Mmax 219 in-1b FY Srequired 0.0174 in3 Tmax Hook 0.041 I in4 0.119 1in3 21000 I psi 251 albs Rivet Strength TRACK & HOOK OK Tension 815 Ilbs Shear 591 Ilbs RIVET OK 3/8'Y� /�__� _ 0--(41 © �. tab HOLES ® 71100 HO • *9... US low ATTACH UF1M11110 44.AlTACHUDET PLATE HEADS-WI l �� 1 IL.i .....,,s, MT. MON S1ab Check Slab Information Base Plate Dimensions P I 333 lbs /� b 2 lin fc 3000 psi no= 2.0 for w 2.25 in tslab 1, 4 1 m anchorage • bo 34 in F„ 29796 lbs A 0.712 ft2 Soil Pressure Under Slab 468 psf < 1000 psf - OK FOR COLUMN ANALYSIS, SEE ATTACHED RAM ELEMENTS ANALYSIS COLUMNS ANALYZED IN BOTH DIRECTIONS AMIVIU3L ENGINEERING N215 COMMEHN CERA U RG, 1El D2 current Date: 3/20/2017 10:25 AM :ile name: CAUsers\jmarkgraf\Desktop\BABW Tukwila, WA\017-xxx BABW - Tukwila, CA.etz\ EVO*O'OxSIxSCO 3!s!e 5 N572 Gr5° ort tr 51161 .424S2 GrS0 ...II...26x. 068 —__ 26-:--\ 6 14117 212 -?:6S:0-68 X , p5-12 Gr50 ort 315.1C she‘suPP 51250 alsiC shelf suPrrt 16-12 Gr5 0 ais\C sheli supp tt 9 P512 Gr50 its‘C. stie1i supPort //// P57'2. Gr50 s‘C sbg N • -rz• tx) 4&) 6)41 .P57 30c sb4 s‘IP 14? isarlGr5N / 4t, p1/457 2. GT5° nO Zu .74? - .066, 14 p1/45-12. 05° ort • ‘C, sbe" s°9 0 LPN_ Lr) aisiC 0.75x1.5x0.0.043 L AMBRO E ENGINEERING 44 N2IEiC DMMEBCErxiUfl GEI?B19110EG, Ott a3I I2 Current Date: 3/20/2017 10:26 AM File name: C:\Users\jmarkgraf\Desktop\BABW Tukwila, WA\017-xxx BABW - Tukwila, CA.etz\ Steel Code Check Report: Summary - Group by member Load conditions to be included in design : c01=DL c02=DL+LLA c03=DL+LLT c04 =0.75 D L+0.75 L LA+0.5 E XPA c05=0.75DL+0.75LLA+0.5EXNA c06=0.75 D L+0.75 L LA+0.5 E XP T c07=0.75D L+0.75LLA+0.5 EXNT c08=0.75 D L+0.75 L LA+0.5 EZPA c09=0.75D L+0.75LLA+0.5 EZNA cl0=0.75 D L+0.75 L LA+0.5 EZPT c11=0.75DL+0, 75LLA+0.5EZNT cl 2=0.75 D L+0.75 L LT+0.5 E XPA cl3 =0.75 D L+0.75 L LT+0.5 E X N A cl 4 = 0.75 D L+0.75L LT+0.5 E X P T c 15=0.75DL+0.75LLT+0.5EXNT cl 6=0.75DL+0.75LLT+0.5EZPA cl 7=0.75DL+0.75LLT+0.5EZNA cl8 = 0.75 D L+0.75 L LT+0.5 E Z P T cl9 = 0.7 5 D L+0.75 L LT+0.5 E Z N T c20=0.75 D L+0.75 L LA+0.5 E XPA c21=0.75DL+0.75LLA+0.5EXNA c2 2 =0.75 D L+0.75 L LA+0.5 E X P T c23=0.75DL+0.75LLA+0.5EXNT c24=0.75DL+0.75LLA+0.5EZPA c25=0.75 D L+0.75LLA+0.5EZ NA c26=0.75D L+0.75LLA+0.5EZPT c27=0.75 D L+0.75LLA+0.5 EZNT c28=0.75DL+0.75LLT+0.5EXPA c29=0.75D L+0.75LLT+0.5E XNA c30=0.75 D L+0.75LLT+0.5EXPT c31=0.75DL+0.75LLT+0.5EXNT c32=0.75 D L+0.75LLT+0.5EZPA c33=0.75 D L+0.75LLT+0.5EZNA c34=0.75 D L+0.75 L LT+0.5 EZ PT c35=0.75DL+0.75LLT+0.5EZNT c36=DL+0.88LLA c37=DL+0.88LLT Description Section Member Ctrl Eq. Ratio Status Reference aisiC 0.75x1.5x0.0.043 1 2 3 4 aisiC shelf support LU 1x2_11_16x.068 RectBar 070x.75 c05 at 97.32% c05 at 46.88% c04 at 97.32% c04 at 46.88% 0.55 0.80 0.55 0.80 OK OK OK OK C5.2.1-1 C5.2.1-3 C5.2.1-1 C5.2.1-3 5 c02 at 0.00% 6 c02 at 0.00% 7 c12 at 0.00% 8 c12 at 0.00% 9 c12 at 0.00% 10 c12 at 0.00% 11 c13at54.17% 12 c13at0.00% 13 c13at0.00% 14 c13at0.00% 0.94 0.94 0.05 0.05 0.14 0.03 0.09 0.02 0.16 0.00 OK OK OK OK OK OK OK OK OK OK C-3.4 C-3.4 C5.2.1-3 C5.2.1-3 C5.2.1-3 C5.2.1-3 C5.2.1-3 C5.2.1-3 C4.1 C5.2.1-3 15 c08 at 100.00% 16 c08 at 0.00% 17 c09 at 0.00% 18 c09 at 100.00% 19 c16 at 100.00% 20 c16 at 0.00% 0.09 0.09 0.05 0.05 0.10 0.10 OK OK OK OK OK OK Eq. H2-1 Eq. H2-1 Eq. H2-1 Eq. H2-1 Sec. F1 Sec. F1 21 c04 at 54.17% 0.08 OK 22 c05 at 54.17% 0.08 OK Eq. H1 -1b Eq. H1 -1b Fel AMBR SE ENGINEERING ]4T6 N2I5COMMEHICE COAT ii11i 19t1ftC,c951512 Current Date: 3/20/2017 10:27 AM File name: C:\Users\jmarkgraf\Desktop\BABW Tukwila, WA\017-xxx BABW - Tukwila, CA.etz\ Steel Code Check Report: Concise Members: Hot -rolled Design code: AISC 360-2010 ASD Member Design status 19 OK Section information Section name: LU 1x2_11_16x.068 (US) Dimensions 4-t 1 t �[ a a b k Properties 1.000 2.690 0.200 0.068 [in] Height [in] Width [in] Distance k [in] Thickness Section properties Unit Major axis Minor axis Gross area of the section. (Ag) [in2] 0.246 Moment of Inertia (local axes) (I) [in4] 0.016 0.191 Moment of Inertia (principal axes) (I') [in4] 0.011 0.196 Bending constant for moments (principal axis) (J') [in] 1.254 1.047 Radius of gyration (local axes) (r) [in] 0.258 0.881 Radius of gyration (principal axes) (r') [in] 0.212 0.893 Saint-Venant torsion constant. (J) [in4] 3.80E-04 Section warping constant. (Cw) [in6] 1.72E-04 Distance from centroid to shear center (principal axis) (xo,yo) [in] -0.933 -0.289 Top elastic section modulus of the section (local axis) (Ssup) [in3] 0.020 0.114 Bottom elastic section modulus of the section (local axis) (Sinf) [in3] 0.101 0.190 Top elastic section modulus of the section (principal axis) (S'sup) [in3] 0.017 0.117 Bottom elastic section modulus of the section (principal axis) (S'inf) [in3] 0.034 0.173 Plastic section modulus (local axis) (Z) [in3] 0.033 0.191 Plastic section modulus (principal axis) (Z) [in3] 0.040 0.194 Polar radius of gyration. (ro) [in] 1.340 Area for shear (Aw) [in2] 0.189 0.095 Torsional constant. (C) [in3] 0.006 Material : A572 Gr50 Properties Unit Value Yield stress (Fy): [Kip/in2] 50.00 Tensile strength (Fu): [Kip/in2] 65.00 Elasticity Modulus (E): [Kip/in2] 29000.00 Shear modulus for steel (G): [Kip/in2] 11507.94 DESIGN CRITERIA Description Unit Value Length for tension slenderness ratio (L) Distance between member lateral bracing points [ft] 2.00 Length (Lb) [ft] Top Bottom 2.00 2.00 Laterally unbraced length Length [ft] Effective length factor Major axis(L33) Minor axis(L22) Torsional axis(Lt) Major axis(K33) Minor axis(K22) Torsional axis(Kt) 2.00 2.00 2.00 1.0 1.0 1.0 Additional assumptions Continuous lateral torsional restraint No Tension field action No Continuous flexural torsional restraint No Effective length factor value type None Major axis frame type Sway Minor axis frame type Sway Single angle connected through width No Planar element No Consider eccentricity No Shear load point of application Gravity center DESIGN CHECKS AXIAL TENSION DESIGN Axial tension Ratio 0.00 Capacity 7.37 [Kip] Reference : Eq. Sec. D2 Demand 0.00 [Kip] Ctrl Eq. : c01 at 0.00% Intermediate results Unit Value Reference Factored axial tension capacity(Pn/S2) [Kip] 7.37 Eq. Sec. D2 AXIAL COMPRESSION DESIGN Compression in the major axis 33 Ratio Capacity 0.00 1.21 [Kip] Reference : Sec. El Demand 0.00 [Kip] Ctrl Eq. : c08 at 0.00% Intermediate results Unit Value Reference Section classification Factored flexural buckling strength(Pn33/S2) [Kip] ' 1.21 Sec. El Compression in the minor axis 22 Ratio 0.00 " Capacity 0.94 [Kip] Reference : Sec. E4 Demand 0.00 [Kip] Ctrl Eq. : c08 at 0.00% Intermediate results Unit Value Reference Section classification Factored flexural buckling strength(Pn22/S2) [Kip] Factored torsional or flexural -torsional buckling strength(Pn11/S2) [Kip] 1.43 0.94 Sec. El Sec. E4 FLEXURAL DESIGN Bending about major axis, M33 Ratio 0.10 Capacity 0.02 [Kip*ft] Reference : Sec. F1 Demand 0.00 [Kip*ft] Ctrl Eq. : c08 at 100.00% Intermediate results Unit Value Reference Section classification Factored yielding strength(Mn/S2) Factored lateral -torsional buckling strength(Mn/S2) Factored compression flange local buckling strength(Mn/S2) [Kip*ft] [Kip*ft] [Kip*ft] 0.06 0.06 0.02 Sec. F1 Sec. F1 Sec. F1 Bending about minor axis, M22 Ratio 0.03 Capacity 0.44 [Kip*ft] Reference Demand 0.01 [Kip*ft] Ctrl Eq. : Sec. F1 : c08 at 100.00% Intermediate results Unit Value Reference Section classification Factored yielding strength(Mn/S2) [Kip*ft] 0.44 Sec. F1 DESIGN FOR SHEAR Shear in major axis 33 Ratio 0.00 Capacity 3.40 [Kip] Demand -0.01 [Kip] Ctrl Eq. : c08 at 0.00% Intermediate results Unit Value Reference Factored shear capacity(Vn/S2) [Kip] 3.40 Shear in minor axis 22 Ratio 0.00 Capacity 1.71 [Kip] Demand 0.00 [Kip] Ctrl Eq. : c08 at 0.00% Intermediate results Unit Value Reference Factored shear capacity(Vn/S2) [Kip] • 1.71 COMBINED ACTIONS DESIGN Combined flexure and axial compression Ratio 0.08 Ctrl Eq. c08 at 100.00% Reference : Eq. H2-1 Intermediate results Unit Value Reference Interaction of flexure and axial force 0.08 Eq. H2-1 Combined flexure and axial tension Ratio 0.08 Ctrl Eq. c08 at 100.00% Reference : Eq. H2-1 Intermediate results Unit Value Reference Combined flexure and axial compression about local axis Ratio Ctrl Eq. . N/A Reference Combined flexure and axial tension about local axis Ratio Ctrl Eq. . N/A Reference Combined torsion and shear stresses Ratio 0.03 Ctrl Eq. c13 at 0.00% Reference : Eq. H3-8 Intermediate results Unit Value Reference Available shear stress for shear yieldinq(Fnv/SZ) [Kip/int] 17.96 Eq. H3-8 Member Design status 22 OK DESIGN WARNINGS - The slenderness ratio L/r of the member in tension should not exceed 300 Section information Section name: RectBar 070x.75 (US) Dimensions a = 0.750 [in] Height b = 0.070 [in] Width Properties Section properties Unit Major axis Minor axis Gross area of the section. (Ag) [in2] 0.053 Moment of Inertia (local axes) (I) [in4] 0.002 2.14E-05 Moment of Inertia (principal axes) (I') [in4] 0.002 2.14E-05 Bending constant for moments (principal axis) (J') [in] 0.000 0.000 Radius of gyration (local axes) (r) [in] 0.217 0.020 Radius of gyration (principal axes) (r') [in] 0.217 0.020 Saint-Venant torsion constant. (J) [in4] 8.07E-05 Section warping constant. (Cw) [in6] 0.000 Distance from centroid to shear center. (principal axis) (xo,yo) . I [in] 0.000 0.000 Top elastic section modulus of the section (local axis) (Ssup) . [in3] 0.007 6.12E-04 Bottom elastic section modulus of the section (local axis) (Sinf) [in3] 0.007 6.12E-04 Top elastic section modulus of the section (principal axis) (S'sup) [in3] 0.007 6.12E-04 Bottom elastic section modulus of the section (principal axis) (S'inf) [in3] 0.007 6.12E-04 Plastic section modulus (local axis) (Z) [in3] 0.010 9.19E-04 Plastic section modulus (principal axis) (Z') [in3] 0.010 9.19E-04 Polar radius of gyration. (ro) [in] 0.217 Area for shear (Aw) [in2] 0.053 0.053 Torsional constant. (C) [in3] 0.011 Material : A572 Gr50 Properties Unit Value Yield stress (Fy): [Kip/in2] 50.00 Tensile strength (Fu): [Kip/in2] 65.00 Elasticity Modulus (E): [Kip/in2] 29000.00 Shear modulus for steel (G): [Kip/in2] 11507.94 DESIGN CRITERIA Description Unit Value Length for tension slenderness ratio (L) Distance between member lateral bracing points [ft] 5.48 Length (Lb) [ft] Top Bottom 5.48 5.48 Laterally unbraced length Length [ft] Effective length factor Major axis(L33) Minor axis(L22) Torsional axis(Lt) Major axis(K33) Minor axis(K22) Torsional axis(Kt) 5.48 5.48 5.48 1.0 1.0 1.0 Additional assumptions Continuous lateral torsional restraint No Tension field action No Continuous flexural torsional restraint No Effective length factor value type None Major axis frame type Sway Minor axis frame type Sway DESIGN CHECKS AXIAL TENSION DESIGN Axial tension Ratio 0.05 Capacity 1.57 [Kip] Reference : Eq. Sec. D2 Demand 0.07 [Kip] Ctrl Eq. : c04 at 54.17% Intermediate results Unit Value Reference Factored axial tension capacity(Pn/S2) [Kip] 1.57 Eq. Sec. D2 AXIAL COMPRESSION DESIGN Compression in the major axis 33 Ratio 0.00 Capacity 0.09 [Kip] Reference : Sec. El Demand 0.00 [Kip] Ctrl Eq. : c01 at 54.17% Intermediate results Unit Value :Reference Section classification Factored flexural buckling strength(Pn33/S2) [Kip] 0.09 Sec. El Compression in the minor axis 22 Ratio 0.00 Capacity 0.00 [Kip] Reference : Sec. El Demand 0.00 [Kip] Ctrl Eq. : c01 at 54.17% Intermediate results Unit Value Reference Section classification Factored flexural buckling strength(Pn22/0) [Kip] 0.00 Sec. El FLEXURAL DESIGN Bending about major axis, M33 Ratio 0.08 Capacity 0.00 [Kip*ft] Reference : Sec. F1 Demand 0.00 [Kip*ft] Ctrl Eq. : c05 at 54.17% Intermediate results Unit Value Reference Section classification Factored lateral -torsional buckling strength(Mn/S2) [Kip*ft] 0.00 Sec. F1 Bending about minor axis, M22 Ratio 0.00 Capacity 0.00 [Kip*ft] Reference : Sec. F1 Demand 0.00 [Kip*ft] Ctrl Eq. : c01 at 0.00% Intermediate results Unit Value Reference Section classification Factored yielding strength(Mn/S2) [Kip*ft] 0.00 Sec. F1 DESIGN FOR SHEAR Shear in major axis 33 Ratio - 0.00 Capacity 0.94 [Kip] Demand 0.00 [Kip] Ctrl Eq. c01 at 50.00% Intermediate results Unit Value Reference Factored shear capacity(Vn/S2) [Kip] 0.94 Shear in minor axis 22 Ratio 0.01 Capacity 0.94 [Kip] Demand 0.01 [Kip] Ctrl Eq. : c04 at 50.00% Intermediate results Unit Value Reference Factored shear capacity(Vn/Q) [Kip] 0.94 TORSION DESIGN Torsion Ratio 0.00 Capacity 0.00 [Kip*ft] Demand 0.00 [Kip*ft] Ctrl Eq. : c01 at 0.00% Intermediate results Unit Value Reference Factored torsion capacitv(Tn/SZ) [Kip*ft] 0.00 COMBINED ACTIONS DESIGN Combined flexure and axial compression Ratio 0.08 Ctrl Eq. c05 at 54.17% Reference : Eq. H1 -1b Intermediate results Unit Value Reference Interaction for doubly symmetric members for in -plane bending 0.08 Interaction for doubly symmetric members for out -of -plane bending 0.00 Eq. H1 -1b. Eq. H1-2 Combined flexure and axial tension Ratio 0.08 Ctrl Eq. c05 at 54.17% Reference : Eq. H1 -1b Intermediate results Unit Value Reference Combined flexure and axial compression about local axis Ratio Ctrl Eq. N/A Reference Combined flexure and axial tension about local axis Ratio Ctrl Eq. . N/A Reference Combined torsion, flexure, shear and axial compression Ratio Ctrl Eq. N/A Reference Combined torsion, flexure, shear and axial tension Ratio Ctrl Eq. . N/A Reference Members: Cold -formed Design code: AISI 2001 Sup. 2004 ASD Member 1 Design status OK PROPERTIES Section information Section name: aisiC 0.75x1.5x0.0.043 (US) Dimensions a b = 1.500 [in] Flange width = 0.750 [in] Depth = 0.050 [in] Inside bend radius = 0.048 [in] Thickness Properties Section properties Unit Major axis Minor axis Gross area of the section. (Ag) [in2] 0.171 Moment of Inertia (principal axes) (I') [in4] 0.039 0.018 Bending constant for moments (principal axis) (J') [in] -1.389 0.000 Radius of gyration (principal axes) (r') [in] 0.478 0.327 Saint-Venant torsion constant. (J) [in4] 1.33E-04 Section warping constant. (Cw) [in6] 0.004 Distance from centroid to shear center (principal axis) (xo,yo) , [in] 0.000 1.321 Top elastic section modulus of the section (principal axis) (S'sup) [in3] 0.062 0.049 Bottom elastic section modulus of the section (principal axis) (S'inf) [in3] 0.045 0.049 Polar radius of gyration. (ro) [in] 1.443 Material : A572 Gr50 Description Unit Value Yield stress (Fy): [Kip/in2] 50.00 Tensile strength (Fu): [Kip/in2] 65.00 Elasticity Modulus (E): [Kip/in2] 29000.00 Shear modulus for steel (G): [Kip/in2] 11507.94 DESIGN CRITERIA Description Unit Major axis Minor axis Effective length factor (K) 1.00 Effective length factor for torsion 1.00 Unbraced compression length (Lx, Ly) [ft] 2.00 Length for torsion and lateral -torsional buckling [ft] 2.00 Lateral bracing No Additional hypotheses Bearing length [in] 0.00 Positive flange fastened No Negative flange fastened No Continuous lateral torsional restraint No 1.00 2.00 No SERVICE CONDITIONS Verification Unit Value Ctrl EQ Reference Maximum geometric slenderness (L/r) 73.30 (Com. C4F) Geometric slenderness (KL/r) 73.30 DESIGN CHECKS DESIGN FOR FLEXURE Bending about major axis, M33 Ratio 0.34 Capacity 0.05 [Kip*ft] Reference : (Sec. C3) Demand -0.02 [Kip*ft] Ctrl Eq. : c08 at 0.00% Intermediate results Unit Value Reference Nominal flexural strength (Mnx) Bending strength factor (4 [Kip*ft] 0.09 (Sec. C3) 1.67 (Sec. C3.1.1) Bending about minor axis, M22 Ratio 0.29 Capacity 0.04 [Kip*ft] Reference : (Sec. C3) Demand 0.01 [Kip*ft] Ctrl Eq. : c12 at 93.75% Intermediate results Unit Value Reference Nominal flexural strength (Mny) [Kip*ft] 0.07 Bending strength factor (412) 1.67 (Sec. C3) (Sec. C3.1.1) DESIGN FOR SHEAR Shear parallel to minor axis, V2 Ratio 0.01 Capacity 2.51 [Kip] Reference : (Sec. C3.2) Demand 0.01 [Kip] Ctrl Eq. : c08 at 0.00% Intermediate results Unit Value Reference Nominal shear strength (Vn) Shear strength factor ((l)i) [Kip] 4.02 (Sec. C3.2) 1.60 (Sec. C3.2.1) Shear parallel to major axis, V3 Ratio 0.09 Capacity 0.50 [Kip] Reference : (Sec. C3.2) Demand 0.04 [Kip] Ctrl Eq. : c12 at 93.75% Intermediate results Unit Value Reference Nominal shear strength (Vn) Shear strength factor (4vJ [Kip] 0.80 (Sec. C3.2) 1.60 (Sec. C3.2.1) DESIGN FOR TENSION Tension 1, Ratio 0.04 Capacity 5.14 [Kip] Reference : (Eq. C2-1) Demand 0.23 [Kip] Ctrl Eq. : c02 at 0.00% Intermediate results Unit Value Reference Nominal tension strength (Tn) Tension strength factor (0fl . [Kip] 8.59 (Sec. C2) 1.67 (Sec. C2) DESIGN FOR COMPRESSION Compression Ratio 0.49 Capacity -0.67 [Kip] Reference : (Sec. C4) Demand -0.33 [Kip] Ctrl Eq. : c02 at 97.32% Intermediate results Unit Value Reference Nominal compression strength (Pn) Compression strength factor (4 [Kip] -1.21 (Eq. C4.1) 1.80 (Sec. C4-1) DESIGN FOR TORSION Torsion Ratio 0.02 Capacity 0.00 [Kip*ft] Reference : (AISC, Sec. H) Demand 0.00 [Kip*ft] Ctrl Eq. : c13 at 47.32% Intermediate results Unit Value Reference Nominal torsion strength [Kip*ft] 0.01 Torsion strength factor (4) 1.67 DESIGN FOR CRIPPLING Web crippling strength Ratio 0.08 Capacity 0.47 [Kip] Reference : (Sec. C3.4) Demand -0.04 [Kip] Ctrl Eq. : c04 at 0.00% Intermediate results Unit Value Reference Nominal crippling strength (Pn) Crippling strength factor (41 Crippling strength factor (4 [Kip] 0.87 1.85 1.85 (Eq. C3.4.1-1) (Tables C3.4.1) (Tables C3.4.1) INTERACTION Combined bending and web crippling ratio Ratio 0.23 Ctrl Eq. ' : c08 at 0.00% Reference : C3.5.1-1 *The equation has been modified for a maximum ratio equal to 1.0 Combined bending and shear ratio (x -x) Ratio 0.34 Ctrl Eq. : c08 at 0.00% Reference : C3.3.1-1 Combined bending and shear ratio (v -v1 Ratio 0.31 Ctrl Eq. : c12 at 93.75% Reference : C3.3.1-1 Combined flexure and tension ratio Ratio 0.34 Ctrl Eq. : c16 at 0.00% Reference : C5.1.1-2 Combined flexure and compression ratio Ratio 0.55 Ctrl Eq. : c05 at 97.32% Reference : C5.2.1-1 CRITICAL STRENGTH RATIO Ratio Ctrl Eq. 0.55 c05 at 97.32% Reference : C5.2.1-1 qPERiv11T COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0064 DATE: 03/27/17 PROJECT NAME: BUILD A BEAR SITE ADDRESS: 656 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued. Revision # ;after Permit Issued DEPARTMENTS: 4E- Auk, 3 )R -c 7 Building Division Ell Public Works inn kw() v7117 1In Fire Prevention Structural Pi! Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 03/28/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 04/25/17 ❑ 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 0 Staff Initials: 12/18/2013 PREMIER BUILDERS Home Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Search L&I Page 1 of 2 A -Z Index Help My LF 1 Workplace Rights Trades & Licensing PREMIER BUILDERS Owner or tradesperson MOLLICONE, RICHARD Principals MOLLICONE, RICHARD, OWNER WA UBI No. 601 629 338 110 27TH AVE NW GIG HARBOR, WA 98335 253-858-9114 PIERCE County Business type Individual License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. PREMIB*055KK Effective — expiration 05/12/1995— 09/24/2017 Bond AMERICAN STATES INS CO Bond account no. 6374878 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 09/12/2005 09/09/2005 Expiration date Until Canceled Insurance Developers Surety & Indem Co $2,000,000.00 Policy no. BIS0002626601 Received by L&I Effective date 09/14/2016 09/12/2016 Expiration date 09/12/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&i tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=6016293 3 8&LIC=PREMIB * 055KK&SAW= 4/7/2017 PREMIER BUILDERS Aok No active workers' comp accounts during the previous 6 year period. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Page 2 of 2 59 Washington Slate Dept. of duskries. Use of khis rile is subject to the laves of the stag; of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=6016293 3 8&LIC=PREMIB * 055KK&SAW= 4/7/2017