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HomeMy WebLinkAboutPermit D11-094 - CHASING FIREFLIES - STORAGE RACKSCHASING FIREFUES 1115 ANDOVER PK W Dl 1 -094 City oilrukwila r Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone : 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Parcel No.: 3523049110 Address: 1115 ANDOVER PK W TUKW Suite No: Project Name: CHASING FIREFLIES DEVELOPMENT PERMIT Permit Number: D11 -094 Issue Date: 04/27/2011 Permit Expires On: 10/19/2011 Owner: Name: AMB PROPERTY CORP Address: 60 STATE ST STE 1200 C/0 RE TAX , BOSTON MA 02109 Contact Person: Name: MIKE SORENSON Address: 1100 SW 7 ST , RENTON WA 98057 Contractor: Name: NORTH WEST HANDLING SYSTEMS INC Address: 1100 S.W. 7TH STEET , RENTON, WA 98055 Contractor License No: NORTHWH275JF Phone: 206 818 -4488 Phone: 206 255 -0500 Expiration Date: 10/09/2011 DESCRIPTION OF WORK: INSTALLATION OF USED PALLET RACKING FOR STORAGE OF CHILDRENS CLOTHING. Value of Construction: $0.00 Fees Collected: $401.49 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: Occupancy per IBC: 0025 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D11 -094 Printed: 04 -27 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N Date: I hereby 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: l 6l1611JG• -. Date: 171(2 7/( This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: 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. 4: 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. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, doc: IBC-7/10 D11-094 Printed: 04 -27 -2011 any violation of any of the provisions of the bui ng code or of any other ordinances of the City f Tukwila. Permits presuming to give authority to violate or canc provisions of the code or other ordinance he City of Tukwila shall not be valid. The issuance of a permit bas on construction documents and other data sh not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 7: ** *FIRE DEPARTMENT CONDITIONS * ** 8: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 9: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 10: 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) 11: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 12: 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) 13: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 14: 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) 15: 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) 16: 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) 17: 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 315.2.1) 18: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 19: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 20: 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 #2051) (IFC 104.2) 21: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 22: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 23: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D11 -094 Printed: 04 -27 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. k l -CAL-1 (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: I115'iindovr /'k. vt/ King Co Assessor's Tax No.: - -111 i7 Suite Number: Floor: New Tenant: i Yes ❑ .. No Tenant Name: CtlaSf. , f— ►1`e -� /r i Property Owners Name: 4/143 Mailing Address: I 7 7 vice,7 P.-I vie_ S�e o 7T 4 (-414 >(6d' City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: l ke _co reel t�r� Mailing Address: 1 100 cc W —7 2=7 S% E -Mail Address: ✓H •Or °-i1 Sun 6, r1 w ...In Day Telephone: A96 "mil - .1/an A4- CI'OS- 7 City State Zip Fax Number: [ $ - cp,a-� ^C7! I b GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: A/O (it/..g-S1 Mailing Address: //DO $ CL • 7 . y . /`��.�.► Lot gXaS7 A City State Zip Contact Person: r /(1[ r AO- c_. €- + 3e^n Day Telephone: 4c3S- f2 5-5-- a(t /fir E -Mail Address: hrl 501 MStC., - -e. i' 4 S - '„' Fax Number: 4 vZS- ei?re� 6 i T C. Contractor Registration Number: ./4-446 , 4 v1• e i ' 5 L) F Expiration Date: 1079• /7/ ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Mailing Address: Contact Person: E- City Day Telephone: • Fax Number: State Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: ► \ 4 G� Mailing Address: yl 11/• r-o4 t2Ha' 6 CI 96:905, City State Zip O444 Day Telephone: gI b'" 2 381° r• C1 7 ■ /veer' /� o. Contact Person: E -Mail Address: H. \Applications \Forms - Applications On Line\2010 Applicanons \7 -2010 - Permit Application. doe Revised 7 -2010 bh Fax Number: elf' * V Xe( ) Page 1 of 6 • BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ �, 0C Existing Building Valuation: $ ' Scope of Work (please provide detailed information): X^ 74 (6i ,4 G,.-, v f - � .d �llef /‘ Ckr.r.<, C:LI p . Ply GSe SD.re ` � ! G/ e r(� vi ,fit n.QPt`t Ste- (? Jgl.1' 1 /��C dale,,t(s . / Will there be new rack storage? Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes L No If "yes ", explain: FIRE PECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ET No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 110 rd Floor .. 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck t 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 L No If "yes ", explain: FIRE PECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ET No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered'by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTH P ' D AGENT: Signature: Print Name: Mailing Address: (/0 b S(4/ 7 °(i S 7 IDate Application Accepted: OL-q Date: 1/7672-6 Day Telephone: 6 " is5lg ` Z cfc 644- City State Zip Date Application Expires: to Staff Initials: H:\Applications \Forms - Applications On Line\2010 Applications \7 -2010 - Permit Applicaton.doc Revised: 7 -2010 bh Page 6 of 6 Ci, of Tukwila. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: //www. ci. tukwila. wa. us SET RECEIPT RECEIPT NO: R11 -00685 Initials: JEM Payment Date: 04/08/2011 User ID: 1165 Total Payment: 1,275.71 Payee: NORTHWEST HANDING SYSTEMS, INC. SET ID: 0408 SET NAME: CHASING FIREFLIES SET TRANSACTIONS: Set Member D11 -094 D11 -095 TOTAL: Amount 401.49 874.22 401.49 TRANSACTION LIST: Type Method Description Amount Payment Check 279890 1,275.71 TOTAL: 1,275.71 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 767.70 000.345.830 499.01 640.237.114 9.00 TOTAL: 1,275.71 INSPECTION NO. INSPECTION RECORD Retain a copy with permit bt k -09 PERMIT NO CITY OF TUKWILA BUILDING DIVISION �. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ' t _ (206) 431 -3670 • Permit Inspection Request Line (206) 431 -2451 Project: , 45611 6 c P ff J . Type ot f y�spec Tory y q v Address: 11(5 A-motJtcuU Date Called: 1 . Special Instructions: Date Wanted: t r —11 , a.m. `p`m Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval. COMMENTS: n p(ere Date —% ( n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule.reinspection. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 (206) 431 -3670 Proje • : 1 Type o Inspection: Address: 5 I! i S AA/aVIl W Date Call j/ r 1.,.1 d Special Instructions: if 6.1'I4reA`s a' 0. Pf [,A�y Date Wanted: I a Requester: o r--- Phoneo: / ! Y t ` -41 We EiApproved per applicable codes. Corrections required prior to approval. COMMENTS: rAI -t-'`P -k koofv J,INJ( i o r--- S` cJC -:= \N./kJ Cr E- N M 1 --E-A- r 6A- g, l�C' r\ c\,cr 1:/\ S pe.,cit ) I el) Inspect r: Date4" 2. ri REINSPECTION FEE REQUIRED. Prior` to next inspection, fee must be • paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. p*Air..p4 'd •aiad.l.., • • . Azgatp., • 30.4.17 •'+� �•.,,eF:J _. -al.. . ;�, •. • • 4 d INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE `DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: - CkAsio • t ire, -c);eS Tye of Inspection: KrAc-k S Address: ,, / Suite #: P-1 Pre -Fire: Contact Person: Special Instructions: t Phone No:: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: _ Monitor: Pre -Fire: gp1/4c,v...._ o ic Occupancy Type: _. 4 -eep 3,h " v4- PteePr (e ten) A ?ArIl e1 5 s c71) ---, ids 4, ted c ,vt,cr4-gd• 4.15 _ _...... . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: _ Monitor: Pre -Fire: Permits: Occupancy Type: _. Inspector: 7,01/-\. Date: ii/r907 / I I Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: I Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Fireproofing Aggregates Shotcrete Concrete M a s o n r y A s p h a l t R o o f i n g P i l i n g S t e e l S o i l s W o o d April 29, 2011 File: 11 -161 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Chasing Fireflies LLC Address: 1115 Andover Park West Permit No.: D11 -094 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 a copy of our report is attached. 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. Kimberle Anderson President CC: Northwest Handling Systems, Inc. -Thom Drew, Mike Sorenson Chasing Fireflies -Dave Tel: (425) 881 -5812 Fax: (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 * Redmond, WA 98073 rs.nclatvED D MAY 03 2011I @OMPAUNi1Y Field Report ;.; ,4 *Rxi esttng Labors ly Inc 7 #1,26 X180 IITRIalN fv , Park 180,rSuite C�1 t "L � tam � �l� ' F'fione 425 88115812 Fax 42,5; 81 5441 Report #: 47886 Client: North West Handling Systems, Inc. 1100 SW 7th St. Renton, WA 98055 Contact: Thom Drew Project Number: 11 -161 Permit #: D11 -094 Project Name: Chasing Fireflies LLC Address: 1115 Andover Park West Inspection Performed: Proprietary Anchors Date: 4/29/2011 Time: Temperature: Verified anchors to be Hilti KB -TZ 1/2" x 4 1/2" wedge type. Verified hole cleanliness and minimum embedment of 3 1/4 ". Torque was tested with calibrated wrench #132B and was found meeting or exceeding manufacturer's recommendations of 40 ft. lbs. All work was found in conformance with approved plans, manufacturer's recommendations and ESR #1917. All new racking on D -1 of plans was inspected. Distribution: Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner [� Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Chandler, Loren Reviewed by: Mike Blackwell 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 NORTHWEST H A N D L I N G S Y S T EMS, I N C. The Material Handling Experts FILE COPY �.. ......IA Pi" 1100 SW 7th St Renton, WA 98057 (425) 255-0500 ph (425) 228-6946 fax ATTENTION FIRE AND BUILDING DEPARTMENTS RACK INFORMATION SUPPLEMENT SITE ADDRESS: 1115 Andover PK W TENANT NAME: Chasing Fireflies DATE: April 5, 2011 APPLICANT: Mike Sorenson / (206) 818 -4488 1. Load application and rack and shelving configuration drawings attached. 2. Attached plans detail the rack /shelving locations, dimensions, and specifications. 3. Stamped engineering calculations attached. 4. Vertical members of storage racks are designed and installed so that failure of one vertical member will not cause collapse of more than the bay or bays directly supported by that member. 5. Commodities stored: Childrens clothing. Shirts, pants, dresses, coats. Made mostly of cotton and polyester. Stored in open top boxes or on wood pallets. 6. Sprinkler System Information: .39gpm/5600 sq. ft. Head temp: 165* 7. Smoke and heat vents: In place, as shown on site plan picture. 8. Building egress and exits indicated on attached drawings. 9. Emergency egress paths i�V �VUt�efl-U� ng. CODE COMPLIANCE }'FPROVE r Pi!-)ii 2 jI1 City of Tukwila BUILDING nnii�inf� cry APR 0 8 2011 PERMIT CENTER BY G. OHANIAN DATE . 3-22-11 SUBJECT RAdK DEOIdN & ENfINEERINd do. 412 WEST BROADWAY, SUITE #204 dLENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 1 JOB NO.. RD -15385 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: CHASING FIREFLIES LLC. 1115 ANDOVER PARK WEST TUKWILA, WA. 98188 PER IBC 2009 EDITION SECTION 2208 STORAGE RACKS CAPACITY: 2500 # / LEVEL CALCS. 1 THRU 4 DRAWINGS: RD -15385 FILE COPY I REVIEWED FOR CODE COMPLIANCE . ti 4J E AV, 2 2 k u i l City of Tukwila BUILDING =RIM CITYR066 APR 082011 PERMIT CENTER 1 0 1 ti BY G. OHANIAN DATE . 3 -22 -1 1 SUBJECT RACK DEOIC4N & EN(INEERIN(4 CO. 412 WWI' BROADWAY, QUITE #204 dLENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 2 JOB NO.. RD -15385 96" FRONT VIEW BEAM SEISMIC DESIGN _ S DS X l V- Rx 1 .4 xW Ix =.98 Sx =.56 F Y= 55 KSI. SIDE VIEW r 44" 1 LOAD PER BEAM + 25% IMPACT LOAD (2.5 Kx.88) +(1.25 Kx.25) = = 1.25K "'BEAMS. M= wBLZ =15 "K S R= .46<.56 4 38 5xwL4 .49 "< 180 = .53„ x E IBC 2009 (SEC. 2208), RMI SPECS. ASCE 7 -05 (SEC. 15.5.3) SDs =.94 (USGS WEB SITE, "SITE CLASS D ") 1 =1 NO PUBLIC ACCESS R =6 MOM. CONN. R =4 BRACED W =D.L.+ 3 PALLET LOAD LOAD PER COL. = 4x2.5 K =5.OK 2 COL. P =.2DL+ (5.OKX'75) =4.0K W =.2DL+ (5.OPLx.67) =3.6 K V = .39 K LONGIT. \T= RANS. 'S9 LONGIT. SEISMIC Conterminous 48 States 2009 International Building Code Latitude = 47.444500000000005 Longitude = — 122.25449999999998 Spectral Response Accelerations SMs and SM1 SMs = Fax Ss and SM1 = Fv x S1 Site Class D — Fa = 1.0 ,Fv = 1.521 Period So (sec) (g) 0.2 1.401 (SMs, Site Class D) 1.0 0.728 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 47.444500000000005 Longitude = — 122.25449999999998 Design Spectral Response Accelerations SDs and 501 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D — Fa = 1.0 ,Fv = 1.521 Period Sa (sec) (g) 0.2 0.934 (SDs, Site Class D) 1.0 0.485 (SD1, Site Class D) .15K _ 4"K .39 K 10'K By `G. OHANIAN DATE. 3 -22 -11 SUBJECT RACK DEOI(N & ENdINEERIN(( CO. 412 WET BROADWAY, SUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET N0. 3 JOB NO.. RD -15385 COLUMN ANALYSIS x- - — x t =.09" COMBINED STRESS RATIO Pex,_ n2E.Ix = 41 (KL)2 ax =1 ncP =.82 Pex Fy =55 KSI Ae =.78 Ix =1.19 Se =.80 rx =1.2 ry =1.1 Qc =1.8 Qb =1.67 Cmx =.85 r 1.2 x 76 KL__ 52 _38 ry 1.1 M„ =Se .Fy =44 f2c.P +f2b.Cmx.M =.67<1 P„ Mn•ax Fe =� Kt_ x' rx 2 Fn =Fy (.658 �c )= 34 K51 Pn= Fn .Ae = 27 K 4.0 K BASE PLATE ANCH. TENSION = 0 I 0 c) I 1a01 ANCHOR SHEAR = .2 K (2) -1/2 "0 HILTI KWIK BOLT —TZ ANCHORS PER BASE PL., 3" EMB. ESR -1 917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION .5x.09x1x65 =3 K BEARING CAPACITY OF COL. HOLE 7/16 "0 RIVET A = .1 Fy = 79 KSI Pa = .1x79x.4= 3K Ma = (3 Kx4 ") +(1.5 Kx2 ") =15 "K 3 PIN CONN. CONN. MEND =.01XW12 = 1.2"K M— 9.5 "K M— 10.7"K SEISMIC TOTAL Xc= N/Fy /Fe = 1.05 Ac <1.5 7 3/4 "x5 "x3/8" BASE PLATE 9.5 "K 1 7 3/4" BY 'G. OHANIAN DATE .3 -22 -11 SUBJECT RAdK DEOI(N Sc EN(INEERIN(t do. 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 4 JOB NO.. RD -15385 OVERTURNING MOT= .59Kx2 x236 "x.66 =184 "K COL. M R = 4.0 Kx44 "= 176"K UPLIFT = 184 -176 _ 18 K 44" • LOAD TO DIAGONAL P = .59 Kx cox 44 = 1.6 K F Y =55 KSI Ae =.26 rx =.48 Q =.74 L= 58" Pa = 2.5 K CHECK WELDS p °= (1_.01L)L.t.Fu = 5.36K 0= 2.55 // p�= 2.1Kx2 -4.2K SIDES CHECK SLAB 4000 = 4 0 °' 1000 V' 576 =24" .59 K 4.0x144=576 °11 2 M= (12 / 1 x1000x if x12= 1500 "# S= 12x62 = 72 6 1500 = 21 <1.6 '1 2500 =80 72 42" ' 59K TOP LEVEL LOADING W= .2m:1-1.25t1=1.45 K LOAD PER COL. V= .24 K MOT= .24Kx2 x216 " = 103 "K COL. M R = 1.45 Kx44 "= 64 "K UPLIFT = 103 -64= 44" 88 K BOTH SIDES TYP. 1 1/2" —x t =.07" 4000# 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL ILERMITCO@RD COPY CA PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: D11 -094 DATE: 04/08/11 PROJECT NAME: CHASING FIREFLIES SITE ADDRESS: 1115 ANDOVER PK W X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: D Building ivislon Public Works MIA Aug- Fire Prevention Structural 114-1-t1 Planning Division o ❑ Permit Coordinator Ti DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete X-.1 Comments: Incomplete Ti DUE DATE: 04/12/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ( Structural Review Required Ti No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved u Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 05/10/11 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople Pr ger Friendly Page • Page 1 of 1 Elevator Contractor Licensed Elevator Company that must meet contractor registration rules and employs licensed personnel to perform conveyance work. Business and Licensing Information Name NORTH WEST HANDLING SYS INC UBI No. Phone 4252550500 Status Address 1100 Sw 7Th St License No. NORTHWH895CS Suite /Apt. License Type Elevator Contractor City Renton Effective Date 3/29/2011 State WA Expiration Date 3/29/2013 Zip 980552939 Suspend Date County King Specialty 1 All Areas Business Type Specialty 2 Unused Parent Company Construction Contractor NORTHWH275JF 600051641 Active Elevator Primary Contact INFORMATION License WALTERW897CS Name WALTENBURG, RICHARD W Status Active Business Owner Information See construction contractor record for this information Bond Information See construction contractor record for this information Assignment of Savings Information See construction contractor record for this information Insurance Information See construction contractor record for this information Summons /Complaint Summons and Complaints are not filed with the department for this Information contractor type Warrant Information Warrants are not filed with the department for this contractor type https: // fortress .wa.gov /lni/bbip/Print.aspx 04/27/2011 EX X 5 5 6" EX CO cN a) CO 0) CN .4- CO 0) CN "4- CO a) CN CO 0) CN ->< CN CO 0) CN .4- CO 0) CN .4- CD 01 CN CO a) CN co CN CO a) CN CO a) CN CO 01 C-N CO 0) CN .4- C) CN (0 CY) CO (N 6" co (0 C) CN 01 CN .4- CO 01 ><- CN CO a) CN CO a) (N CO 0) a) CN CO a) CN CO C:11 CN .4- 0) (-4 "4- CO 01 CN C) CN CO 01 .4- 92 16 4„ 11' 0) CN -4- co a) CN CO a) 0) CN (0 a) CN CO 0)_ CN "4- CO (N .4- EGRESS PAT EGR -SS A 92' EGRES PA EX 157' NORTH PLAN VIEW SCALE: 3/32" = 1'-0" - X I OFFICE -X1 SD'ARATE PERMIT REQUIRED FOR: 'Mechanical enlectrical crPlumbing C.24as Piping City of Tukwila LBOLDING DIVISION 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. DMMmN NORTH SITE MAP 1115 Andover Pk. W. Tukwila, WA 98188 FILE COPY Permft No. to) 11 On -I Plan review approval is sub omissions. Approval of constru • I. orize thc violation of any adopted code or ordin ipt of approved Field Copy and S is acknowledged: By Date: City Of TUkwila BUILDING DIVISION PI C APR 0 8 2011 PERMIT C SHEET NUMBER 0 Lii 00 < Z < 0 -I CK 0 D < -7. 0 0- LLI I-- up Id it) woo CY: �O (7) LQ (/) 0 Lo < If) C\I r )• 12z -21 .0 4L 0 DRA NG NUMBER �,..,., / „ 1 3 4 \ )s:); T Bpi, • „ r(P• V .- 0 0 v,,, e \� r.-----.. \ i„% U �ioo� �^ 0 ( ;� r/ F� x 4- \ `r I ! M I I -. L. \ \, \ \, P I \II) 0 - --� t =o.os" ! II I BOTH SIDES TYP. 1 /8 X1.5" S q N (1 00 -J Cq Ok pA ellNo fD Mill J ❑ I / ed Q Q COLUMN Q Q 3" sii' - - I \ t =.o7" SEC. A —A rip . see Imp i7 I .e •.e .. , C , t M t – .09 " .. • d• —'- • e • •.a d a 1° ' • , C YP 1/8 ,1.5' co r-! I, ii Ili I r. 1�-- 1 a . •. d'.. —I ••e • . •d• I 0 1 I •• , e. — — 111111 \ N 6" t=3/8" TI- 7 3/4" -- — -- - - - - -- - -� SEC. B —B (2) 3" -1/2 "4 ANCHOR BOLTS PER BASE PLATE EMB., (SEE NOTE NO. 4) 7/16 "0 RIVET I ASTM A576 -90B HOT – WROUGHT UNS G10100 GRACE C -1010 t= 3/16" BASE PLATE DETAIL 1� � � � BRACING DETAIL. 2 .�� 3 3 PIN CONNECTION � �J ROW R SPACER �41 I . REVIEWED FOR CODE COMPLIANCE APP9O V APR 2 2 2U13 City of Tukwila BUILDING nl1IIFIfl GENERAL CONFIGURATION 96" 44" 44" 44" NOTES: 1– DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2009 EDITION, SECTION 2208 2 –STEEL FOR ALL SHAPES FY =55 KSI. ASTM A1011 GR.55 (EXCEPT AS NOTED) 3 –NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP OF THE APPROVED FABRICATOR #FB -00777 (E70XX ELECTRODES) 4 –ALL ANCHORS HILTI KWIK BOLT –TZ ESR -1917 SPECIAL INSPECTION IS REQUIRED 5– CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 6– STORAGE RACK CAPACITY 2500 #/ LEVEL 7 –RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY OF THE RACK (2500 #/ LEVEL) 8– STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF 1/2" IN 10' -0" OF HEIGHT 9 –THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. 10– STORAGE RACK AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY ` O.4 APR 08 /1)11 PERPAIT CEO 4, 4, O \ s :� `t ”' \ I - 1 co\ 3 t t �\ 3 t © T' \ 4' N\ \ 4- N\ — 3 3 c4 — I al cV — N 0 IN c0.,� 3/ kir N \ 3/ 3\ \ x�x 1 „11 w,A �.vj 0, , ° - s4r,�c y� � } _ �� RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 SCALE: NONE DRAWN BY:.4SJ1 � ��,� DATE: 3 -22 -11 \ .... '':: !'• : °:. r,. 'c - e ~` t- : N. .,`, a; .'' ,. , •o , • . 62 • 335 ' ww �, sr GSA ' -.., °N(I . PROJECT: CHASING FIREFLIES LLC. 1115 ANDOVER PARK WEST, TUKWILA, WA. 98188 _. STORAGE RACK DETAILS J No. RD-15385 SHEET NO. 1 OF 1 FRONT VIEW SIDE VIEW