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HomeMy WebLinkAboutPermit D12-241 - MOE'S HOME FURNISHINGS - STORAGE RACKSMOE'S HOME FLJRNISHIONGS 770 ANDOVER PK E D12 -241 City ofitukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 2623049095 Address: 770 ANDOVER PK E TUKW Suite No: Project Name: MOE'S HOME FURNISHINGS DEVELOPMENT PERMIT Permit Number: D12 -241 Issue Date: 09/12/2012 Permit Expires On: 03/11/2013 Owner: Name: 790 ANDOVER LLC Address: PO BOX 287 , MEDINA WA 98039 Contact Person: Name: STEVE BREWER Address: 411 WEST VALLEY HY S , PACIFIC WA 98047 Contractor: Name: CEDAR RECYCLING INC Address: 411 W VALLEY HWY S , PACIFIC WA 98047 Contractor License No: CEDARRI981CM Lender: Name: N/A < $5,000 Address: Phone: 206 730 -5262 Phone: 253 804 -0404 Expiration Date: 02/18/2014 DESCRIPTION OF WORK: INSTALL ADDITIONAL RACKING (IN ADDITION TO D12-019) WITH OWNER SUPPLIED MATERIALS Value of Construction: $0.00 Fees Collected: $243.92 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 0029 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -241 Printed: 09 -12 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: 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: N Number: 0 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: N Permit Center Authorized Signature: Date: VI I hereby certify that I have read and e ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied hether specified herein or not. The granting of this permit does not pres e 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. n Signature: �7- c -i I �l�A Qj Date: / -/2 -/2_ � j Print Name: IAA D N r R (� i, This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All 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. 4: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 5: Manufacturers installation instructions shall be available on the job site at the time of inspection. 6: 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 doc: IBC -7/10 D12 -241 Printed: 09 -12 -2012 shall not be valid. The issuance of a permit bacon construction documents and other data s] not prevent the Building Official from requiring the correctio rrors in the construction documents and otlWata. 7: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 8: ** *FIRE DEPARTMENT CONDPPIONS * ** 9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 10: 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) 11: 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 nun) 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) 12: 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) 13: 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) 14: 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) 15: Maintain fire extinguisher coverage throughout. 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 17: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 18: 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) 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 #2328) 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 #2328) (IFC 104.2) 21: 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 sprinldered areas of buildings. (IFC 315.2.1) 22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: IBC -7/10 D12 -241 Printed: 09 -12 -2012 24: These plans were reviewed by Inspec 511. If you have any questions, please call T> a Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D12 -241 Printed: 09 -12 -2012 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: King Co Assessor's Tax No.: 2623049095 770 and 790 Andover Park E, Tukwila, Wa Suite Number: Floor: Tenant Name: Moe's Home furnishings PROPERTY OWNER Name: Steve Brewer Name: 790 Andover LLC City: Pacific State: WA Zip: 98047 Address: 790 Andover Park East Email: steve @rustyrackguys.com City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Steve Brewer Address: 411 West Valley Hwy S City: Pacific State: WA Zip: 98047 Phone: (206) 730 -5262 Fax: (253) 804 -2702 Email: steve @rustyrackguys.com GENERAL CONTRACTOR INFORMATION Company Name: Cedar Recycling Inc, Rusty Rack Guy Address: 411 West Valley Hwy S City: Pacific State: WA Zip: 98047 Phone: (253) 804 -0404 Fax: (253) 804 -2702 Contr Reg No.: CEDARR1981CM Exp Date: 02/18/2014 Tukwila Business License No.: 00057689 OM , N,/^( H: \Applications \Forms - Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh New Tenant: ❑ Yes ®..No ARCHITECT OF RECORD Company Name: Rack Design and Engineer Engineer Name: Garnik ohanian Company Name: City: Glendale State: CA Zip: 91204 Phone: (818) 240 -3810 Fax: (818) 240 -3813 Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Rack Design and Engineer Engineer Name: Garnik ohanian Address: 412 Broadway STE 104 City: Glendale State: CA Zip: 91204 Phone: (818) 240 -3810 Fax: (818) 240 -3813 Email: grackl@yahoo.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 • • BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 2,168 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Additional racking to be installed. Customer owned material brought in from other facilities. Will there be new rack storage? ❑ Yes Z.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ® Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Jam' No If "yes', attach list ofmaterials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: \Applications\Forms- Applications On Line\201 I Applications\Permit Application Revised - 8 -9 -1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per I C la'Floor '� �✓ l /000 1 j0 V �% S1 ��` rd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ® Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Jam' No If "yes', attach list ofmaterials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: \Applications\Forms- Applications On Line\201 I Applications\Permit Application Revised - 8 -9 -1 I.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Mailing Address: ? 0 Z dv..er- Day Telephone: adk —7T4K+zsla City H: \ Applications \Forms-Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Date: —7— l 3 ��► L 2a0 -(107- `14-1 ► � tot 1816 s State Zip Page 4 of 4 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.irov Parcel No.: 2623049095 Address: 770 ANDOVER PK E TUKW Suite No: Applicant: MOE'S HOME FURNISHINGS RECEIPT Permit Number: D12 -241 Status: PENDING Applied Date: 07/18/2012 Issue Date: Receipt No.: R12 -02152 Payment Amount: $243.92 Initials: JEM Payment Date: 07/18/2012 11:25 AM User ID: 1165 Balance: $0.00 Payee: TYE YBARRA, MOE HOME COLLECTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 05830G ACCOUNT ITEM LIST: Description 243.92 Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $243.92 145.10 94.32 4.50 doc: Receiot -06 Printed: 07 -18 -2012 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 n(206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Jig 2y/ Project: /7 U ' " -1©.rn / /firm Type of Inspection: � Address: 770 17f/Da/F(1 p !L Date Called: Rc/M11 ( p / Special Instructions: Date Wanted:. 9— 2 "7- J 2 m. p.m. Requester: Phone No: 7G - .26J --8 7 "Approved per applicable codes. Corrections required prior to approval. COMMENTS: Rc/M11 ( p / /)-- / /v 4 / , tii Df2ELNSPECTION FEE REQUIRED. Prior to next inspection, fee must be Lpdfd at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Da Z 7-1.Z._ 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: k c Ty e of nspection: Address: % 7b e- pc Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: . Permits: Occupancy Type: Inspector: /( Date: ���� /2 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Client: Moes Home Collection 1728 Glen Drive Vancouver, BC V6A4L5 Contact: Ray Rocha Field Report Report #: 56053. Project ,Number: 12 -563 Permit #: ' D12 -241. Project Name: Moes Horne Collection Address: 770 Andover Park.E.. Inspection Performed: Proprietary Anchors Date: 9/19/2012 Time: Temperature: Anchor bolts for pallet racks. Two rows, E.5 -B/5; three rows, G- E.2/5 -6; three rows, D -B/7 and two rows, A- A.2/5 -6 per sheet. 1. Verified installation of 1/2" x 4 3/4 "Simpson Strongbolt 2 with .a 3 1/4" minimum embedment, torqued to 50 ft. lbs. Note: At ten locations, Tapcon 1/2" x 6 "screw anchors`were substituted, OK verbal from engineer. All placed per plan. Distribution: a Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner Distribute Municipality ❑ Distribute Other ❑ Distribute. Architect El Distribute Other Inspector: Trow, Michael 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 BY " G. OHANIAN DATE. 1 -5 -12 SUBJECT RAdK DESIGN & ENOINEERINGt d0. 412 WEST BROADWAY, SUITE #204 dLENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 1 JOB NO. RD -15847 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: MOE'S HOME FRUNISHING 770 Sc 790 ANDOVER PARK EAST TUKWILA, WA. 98188 PER IBC 2009 EDITION SECTION 2208 STORAGE RACKS CAPACITY: 3000 # / LEVEL AT TYPES "N" & "R" 2000 # / LEVEL AT TYPES "D" & "K" CALCS. 1 THRU 5 r. CORRECTION REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 7 2012 BUILDING NG Tukwila �tK oH4 - DIVISION 4 o1 W91 Irk A 33662 C /STJ 0 EXPIRES 12 -26 -13 FILE COPY I X.- 29 I RECEIVED CITY OF TUKWILA SEP 0 5 2012 PERMIT CENTER BY G. OHANIAN DATE 1-5-12 SUBJECT RACK DEOI(N & ENOINEERIN(4 CO. 412 WEOT BROADWAY, QUITE #204 LENDALE, CIA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 2 JOB NO.. RD -15847 0 0 ui 0 0 144" LONG BEAM Ix =4.64 Sx =1.76 FY = 55KSI. 94" LONG BEAM SEISMIC DESIGN _ S DS XI �- Rx 1 .4 xW Ix =2.66 Sx =1.27 F Y= 55 KSI. LOAD PER BEAM + 25% IMPACT LOAD (3.OKx.88) +(1.5Kx.25) = 3.0= 1.5K 2 BEAMS M= 82 =27 K SR= .82 <1.76 W L = .43 " <180 =.80" 384.1x x E LOAD PER BEAM + 25% IMPACT LOAD (3.OKx.88) +(1.5Kx.25) = 3.0_= 1.5K 2 BEAMS M= 82 =17 "K S R= .53<1.27 a _ 384.I E =.21"‹ 180 =.52" x IBC 2009 (SEC. 2208), RMI SPECS. ASCE 7 -05 (SEC. 15.5.3) S DS =0.94 (USGS WEB SITE, "SITE CLASS D ") 1 =1 NO PUBLIC ACCESS R =6 MOM. CONN. R =4 BRACED W =D.L.+ 3 PALLET LOAD TYPES "N" & "R" LOAD PER COL. - 2x3.0 K -3 K 2 COL. P =.2DL+ (3.0Kx0.75) =2.4K W =.20L+ (3.OPLx0.67)= 2.2 K \L= '25 K ONGIT. V = .37 K TRANS. Conterminous 48 States 2009 International Building Code Latitude = 47.4492 Longitude = - 122.25010000000002 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.519 Period Sa (sec) (g) 0.2 1.406 (SMs, Site Class D) 1.0 0.730 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 47.4492 Longitude = - 122.25010000000002 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.519 Period Sa (sec) (g) 0.2 0.937 (SDs, Site Class D) 1.0 0.487 (SD1, Site Class D) LONGIT. SEISMIC .25K 8.6-K BY G. OHANIAN DATE .1 -5 -12 SUBJECT RACK DEOI(N & EN(INEERIN(t CO. 412 WET BROADWAY, �IUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 3 JOB NO.. RD -15847 COLUMN ANALYSIS 3" t =.070" Fy =55 KSI ` Ae =.59 I x =.95 Se =.6 rx =1.2 ry =1.1 KL_72x1.7 =102 rx 1.2 KL = 42 ry =38 • Mn =Se .Fy =33 COMBINED STRESS RATIO Pex =1T LI-X - - 18.0 Qc -1.8 f2c.P +f2b .Cm x.M .80<1 (KL) 2 - Pn Mn.ax f2cP _ Qb =1.67 ax =1 -3.= .76 Cmx =.85 BASE PLATE ANCH. TENSION = .21 K ANCHOR SHEAR - .12 (2) -1/2 "0 ANCHORS PER BASE PL., 3" EMB. SIMPSON STRONG BOLT ESR -1771 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION .5x.07x 1x65 =2.3 K BEARING CAPACITY OF COL. HOLE 7/16 "95 RIVET A = .1 Fy = 79 KSI Pa = .1x79x.4 = 3 K Ma = (2.3Kx4 ") +(1.1 Kx2 ") = 11.4 "K 3 PIN CONN. CONN. MEND= .01XWI2= 2.2 K M _ 7.2 "K M_ 9.4 "K SEISMIC TOTAL Fe =(KL)2 =28 r 2 F n =F y(.658 A c ) =24 KSI Pn =Fn.Ae = 14K 2.4K 8.6 "K 8 "x5 "x3/8" 10 O �� %- BASE PLATE I 1 7.2'x c = JFy /Fe = 1.40 �c<1.5 BY G. OHANIAN DATE 1-5-12 SUBJECT RACK DEOI(N & ENdINEERINC CO. 412 WET BROADWAY, BUITE #204 LENDALE, CIA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 4 JOB NO RD -15847 TYPES "D" & "K" LOAD PER COL. = 2x2.0 K -2.0 K 2 COL. P =.2OL+ (2.OKxo• 75) =1.7K W =•2DL+ (2.0PLx0.67)= 1.5 K = 17 K LONGIT. V = .25K TRANS. COLUMN ANALYSIS COMBINED STRESS Fy =55 KSI Ae =.43 Ix =.54 Se =.36 rx =1.1 ry =.63 RATIO Pex = Tr2E.Ix = 23 (KL)2 ax =1- OcP = .87 Pex LONGIT. SEISMIC KL_ 48x1.7 74 rx 1.1 KL= 40 _63 r .63 Mn= Se.Fy= 19 Qc =1.8 Oc.P + C2b.Cmx.M =.85 <1 Pn Mn.ax Qb =1.67 Cmx =.85 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .17 K (1) -1/2 "0 ANCHOR PER BASE PL., 3" EMB. SIMPSON STRONG BOLT ESR -1771 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION .5x.07x1x65 =2.3K BEARING CAPACITY OF COL. HOLE 7/16 "0 RIVET A = .1 Fy = 79 KSI Pa = .1 x79x.4 = 3 K Ma = (2.3 Kx4 ") +(1.1 Kx2 ") = 11.4 "K 3 PIN CONN. MEND= .01 Kw' 2= 1.0 "K 17K Fe =( Aj2 =53 2 F n =F y(.658 A c ) =36 KSI Pn =F.Ae = 15K 1.7K Q 11 � BASE PLATE 0 CONN. M- 5.2 "K M= 6.2 "K SEISMIC TOTAL 5.2 K 2.5 "K 7.9 "K X = Fy /Fe = 1.02 Xc <1.5 BY ' G. OHANIAN RAdK DENT N & ENCIINEERINC do. DATE . 1-5-12 412 WET BROADWAY, plUITE #204 SUBJECT LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 5 JOB NO.. RD -15847 OVERTURNING MOT =.37 K(2 x 165 "x0.66 =81 "K COL. MR = 2.4 Kx42 "= 103 "K NO UPLIFT LOAD TO DIAGONAL P = .37 Kx2 x A.Q. = .88 K COL. 42 FY =55 KSI Ae =.26 rx =.48 Q =.74 L= 50" Pa = 3.4 K CHECK WELDS pn= /1_.O1L)L.t.Fu =5.36K 0= 2.55 = 2.1K x2 = 4.2K SIDES CHECK SLAB 2400 1000 = 2.4 °' ./345 =19" .37K 2.4x144=345°" M= (34. )2x 1000x 2 x12=510 "# S= 12x62 = 72 6 510 = 7 <1.6 V 3000 =87 72 42" .37K TOP LEVEL LOADING W= 0.g, +1AL =1.7K LOAD PER COL. V= .29 K MOT =.29Kx2 x144 =83 "K COL. MR = 1.7 Kx42" = 72 "K UPLIFT= 83 "K -72 "K_ 26K 42" BOTH SIDES TYP. 1 /8 " 1.5" x x t =.07" 2400# 6" CONCRETE SLAB 3000 PSI. CONC. 1000 PSF. SOIL ��►J I LA �.1, • Gityf of Tukwila July 26, 2012 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Steve Brewer Cedar Recycling Inc. 411 West Valley Hy S Pacific, WA 98047 RE: Correction Letter #1 Development Permit Application Number D12 -241 Moe's Home Furnishings — 770 Andover Pk E Dear Mr. Brewer, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Fire Department. At this time the Building Department has no comments. Fire Department: Al Metzler at 206 971 -8718 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, on Bill Rambo Permit Technician encl File No. D12 -241 W: \Peniit Center \Correction Letters \2012012-241 Correction Letter t11.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: July 25, 2012 Project Name: Moe's Home Furnishings Address: 770 Andover Park East Permit #: D12 -241 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. 1. Smoke vents are required by International Fire Code, chapter 23 for high -piled combustible storage. Please show on the drawing the location of the existing/proposed smoke vents. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971 -8718. No further comments at this time. T CO COP? PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -241 DATE: 09 -05 -12 PROJECT NAME: MOE'S HOME FURNISHINGS SITE ADDRESS: 770 ANDOVER PK E Original Plan Submittal. X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued D NTT EN S: Clikk Building Division gm Public Works ❑ Fire Prevention Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 09 -06 -12 Not Applicable Comments: 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 ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10 -04 -12 -Al. Approved n Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 *PERMIT COORD COP? PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -241 DATE: 07/18/12 PROJECT NAME: MOE'S HOME FURNISHINGS SITE ADDRESS: 770 ANDOVER PK E X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: bvIIV 'B/Ting Division/ ire Prevention Public Works Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete DK1 Incomplete DUE DATE: 07/19/12 Not Applicable Comments: 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 N' Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 08/16/12 Not Approved (attach comments) igj DATE: Permit Center Use Only CORRECTION LETTER MAILED: ✓. L —Ica_ Departments issued corrections: Bldg ❑ Fire Ping ❑ PW ❑ Staff Initials: CityAf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov 401 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: ❑ Response to Incomplete Letter # jNV 'Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ()ES "n i F Co L4,Cn -/ 0 N Project Address: ^? "7 O AND 7 qi A N Dr) V FQ Q A k k EAST Contact Person: 5TE vr BREWER Phone Number: 2-06- 730 - 526Z Summary of Revision: P OF BF/9ra --4 t- ve7G 4,0.10 S 9 7a 10 Fool M►3X /m wl 5Tt Rx G E NF /G7-tT ) Z Fnc►T . PER t}L r) yz LEA "ou p c,91- -t- of PREU)nuS P €2>i IT RECEIVED CITY OP TUK ILA EP. 0.5.201 DERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on q -S- 12_ H:\Applications\Forms - Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 Contractors or Tradespeople Pri Friendly Page General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name CEDAR RECYCLING INC UBI No. 602084893 Phone 2538040404 Status Active Address 411 W Valley Hwy S License No. CEDARRI981CM Suite /Apt. License Type Construction Contractor City Pacific Effective Date 2/14/2002 State WA Expiration Date 2/18/2014 Zip 98047 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company her Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status VALLERI894L7 VALLEY RECYCLING INC Construction Contractor General Unused 7/15/2011 7/15/2013 Active Business Owner Information Name Role Effective Date Expiration Date ECK, JERALD D President 02/14/2002 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 RLI INSURANCE COMPANY SRS1002727 02/13/2002 Until Cancelled $12,000.00 02/14/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 7 Co es River Ins 000513410 12/31/2011 12/31 /2012 $1,000,000.00 01/04/2012 6 UNITED NATIONAL INS CO cb10720839 12/31 /2010 12/31 /2011 $1,000,000.00 01/04/2011 5 CAPITOL SPECIALTY INS CORP BR00357658 12/31/2007 12/31/2010 $1,000,000.00 12/30/2009 4 FIRST SPECIALTY INS CORP FCP229005444301 12/31/2006 12/31/2007 $1,000,000.00 10/23/2007 3 FIRST SPECIALTY INS CORP FCP229005444300 10/29/2005 12/31/2006 $1,000,000.00 10/23/2007 2 FIRST SPECIALTY INS CORP FCP229005444300 10/29/2005 10/29/2008 $1,000,000.00 10/17/2007 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 09/12/2012 r 30' 0 v7 0 0 y 40' 40' 40' 3' -11" 3' -11" 73' :9"-- r R 42" X 144" R 42" X 144' 42" X 144" R 42" X 144" R 42" X 144" R 42" X 144" R 42" X 144" R 42" X 144' R 42" X144" R 42" X 144" R 42" X 144'I R 42" X 144" • R 42" X 144" 42" X 144'I R 42" X 144' R 42" X 144 L q 0 0 N R 42" 144" -86r EL 40' 30' EL R 42" X 144' R 42" X 144" 0 0 oor 25 OFFICE r RESTROOM 14' -1" 14' -1" R 42" X 144" R 42" X 144" R 42" X 144" R 42" X 144" R 42" X 144" R 42" X 144" R 42" X 144" R 42" X 144" R 42" X 144" R 42" X 144" R 42" X 144" R 42" X 144" R 42" X 144" R 42" X 144" R 42" X 144" R 42" X 144" 32' 56' -10" cn • 11 6' 1' -1" 15' -10" 73' k K K K K er K K EL 50 D36" X94" D36" X 94" D36" X 94" D36" X 94' 0 D42 "X94' D42 "X94' D42 "X94' D42 "X94' D 42" X 94' D42" X 94' D42" X 94' D42" X 94' D42" X 94' 64' -11" D42" X 94' D42" X 94' D42" X 94' EL l rn � E SEPARARED F4 REQU IMechanical e�� lumbing Mari Piping City of Tukwila BUILDING DIVISION EL 11' -8" N 10" / EL 10' -0" ROLLUP 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 submittar and may include additional plan review fce. 10' -0" ROLLUP LEGEND [—I - EMERGENCY LIGHTING EL 42" X 94' FILE Permit No. - EXISTING RACKING PREVIOUSLY PERMITTED, SIZE AS NOTED REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 7 2012 City of ila BUILDING ISION Plan review approval is subject to errors and omissions. tp provai of construction documents does not aut, eriza the : +olation of any adopted code or ordinanc3. =1ocVpt of approved Field Copy and conditions is acKnowledg ra: By Date: -- City Of lUkwira BUILDING DIVISION KEY PLAN NOT TO SCALE EXPIRES 12 -26 -13 CORRECTION LTR# RECEIVED CITY OF TUKWILA SEP 0 5 2012 PERMIT CENTER 0) b 0 0 C N T • ' tit 17811) St Vicinity Map Da. 2j) a 1 .Upl fld pr I I i II NTidla {d pr j 4' 1 1 Strondmr. Blvd fl StrendgrBlvd frock Dr S; I- 1 Bax r! Dr z LA- W Q W W Q DRAWN BY JAL SCALE: 3/32"=1'-0" DATE: 10/27/2011 DRAWING NO: CHECKED BY SHEET RO. 1 OP 2 SHEETS j r A BOTH SIDES TYP. 1/8" BRACING CONNECTION DETAIL RACK TYPE: "N, R" A 1/8" 11 BOTH SIDES TYP. BRACING CONNECTION DETAIL RACK TYPE: "D, K" T L rm 7-10" 11/2" I 1 1 .075 THK- 1 1/4" SECT. A -A RACK TYPE: "B, N, R" SECT. B -B RACK TYPE: "N, R" -111/2"1-.-1 .075 THK --n 1 1/4" -r SECT. A -A T 1 /8" 1" TYP. SECT. B -B RACK TYPE: "D, K" SINGLE 3000 LBS CAPACITY PER LEVEL 2000 LBS CAPACITY PER LEVEL RACK TYPE "K" 4" BEAM FACE STANDARD FOOTPLATES (0 Q c0 1 QCJ(Di .375 R 2" TYP. AS NOTED r-1/4" REF. ❑ ❑ 1 3" .531 SQUARE LM20 14GA THK. 7/8" 3" ---I h --3/4" 5/8" DIA. 2 HOLES 3/8" THK, 14GA ASTM A570 GR50 RACK TYPE: "N, R" .375 R Q Q Q Q (� --1/8" x-+-1/4" REF. ❑ ❑ L SINGLE 2" TYP. AS NOTED 14GA THK. .531 SQUARE LM15 14GA ASTM A570 GR50 RACK TYPE: "D, K" 1 1 /2 "- --1AS NOTEDt- M tV 1 -6"_ 8" TYP., BASE PLATE DETAIL (2) -1/2 "0 ANCHOR BOLTS PER BASE PLATE 3 -1/4" EMB., (SEE NOTE NO. 4) L I "4L-- R1/8" 3/4" TYP. 1/2" DIA. 4 HOLES 7/16" UNC X 1" LG HEX HEAD BOLT & NUT 1 9/16" 7/8" ROW SPACER DETAIL ALL BACK TO BACK ROW TYPES 1 MISR 7' -10" LJ 14GA THK. 3/4 "-1 3/8" THK. 1/8" TYP. 5/8" DIA. 2 HOLES - -11/2" -'— - •- -3 "--r 1/2" BASE PLATE DETAIL (1) -1/2 "0 ANCHOR BOLTS PER BASE PLATE 3 -1/4" EMB., (SEE NOTE NO. 4) - 1 x-1 /2" FLOOR ANCHOR DETAIL SEE NOTES FOR SPECS ALL RACK TYPES 12" ROWSPACER 7-10" RACK DETAILS SCALE: NTS AS NOTED y,"1:3 SAFETY LOCK (1000# CAPACITY) 746" RIVET ASTM A576 -90B HOT - WROUGHT UNS G10100 GRACE C -1010 AS NOTED LBC40 RACK TYPE: "D, K, N" WO SAFETY LOCK (1000# CAPACITY) 746"0 RIVET ASTM A576 -90B HOT - WROUGHT UNS G10100 GRACE C -1010 BACK TO BACK 3000 LBS CAPACITY PER LEVEL 3000 LBS CAPACITY PER LEVEL RACK TYPE "N" 4" BEAM FACE SEISMIC FOOTPLATES 2000 LBS CAPACITY PER LEVEL 1— 2000 LBS CAPACITY PER LEVEL RACK TYPE "D" 4" BEAM FACE STANDARD FOOTPLATES 12" ROWSPACER BACK TO BACK LBC50 RACK TYPE: "R" 12' 3000 LBS CAPACITY PER LEVEL 3000 LBS CAPACITY PER LEVEL RACK TYPE "R" 5" BEAM FACE SEISMIC FOOTPLATES STRUCTURAL 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 #777 (E70XX ELECTRODES). 4. ALL ANCHORS TO BE SIMPSON STRONG TIE WEDGE TYPE: WEDGE -ALL MDL# WA50414 (ESR1396) OR STRONG -BOLT MDL# STB50414 (ESR- 1771), SPECIAL INSPECTION IS REQUIRED. 5. CONCRETE SLAB 6" THICK 3,000 PSI. SOIL BEARING CAPACITY 1,000 PSF. 6. SEE ELEVATIONS FOR STORAGE RACK CAPACITY. 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 (3,000 #/ LEVEL). 8. STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF %" IN 10' -0" OF HEIGHT. 9. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES BETWEEN THE TOP 0 THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. FIRE PROTECTION NOTES: 1. SPRINKLER DENSITY IS .395GPM OVER 2,500SQ FT. 2. SPRINKLER HEAD TEMPERATURE IS SET AT 265 °F. 3. WOODEN FURNITURE, AND CERAMIC FIGURES STORED IN CARBOARD BOXES, NON - ENCAPSULATED. 4. MAXIMUM BEAM HEIGHT 120" TOP OF BEAM. MAXIMUM STORAGE HEIGHT 12' -0" TOP OF STORED PRODUCT. 5. APPROXIMATE CEILING HEIGHT 28' -0 ". EXITING NOTES: 1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. VIEWED FOR • CWE COMPLIANCE APPROVE SEP 07 2012 • t`,ity of Tukwila ,;NG DIVISION SPECIAL INSPECTION FOR STORAGE RACKS (OVER 8 FEET) Periodic special inspection is required during the anchorage of access floors and storage racks 8 feet or greater in height in structures assigned to Seismic Design Category D, E or F. IBC 1707.5 and TABLE 1704.4 (4) Inspection of anchors installed in hardened concrete. RACK ELEVATIONS SCALE: 1/4 " 1 - " )A1 RECEIVED CITY OF TUKWILA SEP 0 5 2012 PERMIT CENTER EXPIRES 12 -26 -13 cia w Ne b to c -- c.; cf'L4 ;"0 < N W U 11.4 Q A Z_ �G a-co NCC 00 Z W �- > CO CO La- W „,;(c Q CD cm -LIJ � � Q J � ) of w p Y U c DRAWN BY JAL SCALE: AS SHOWN DATE: 10/27/2011 DRAWING NO: CHECKED BY: SHEET NO. 2 OF 2 SHEETS