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HomeMy WebLinkAboutPermit D12-051 - SWADDLE - PALLET RACKSSWADDLE 480 ANDOVER PK E D12-051 City o*I'ukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206- 431 -2451 Web site: htto: / /www.TukwilaWA.gov Parcel No.: 2623049093 Address: 480 ANDOVER PK E TUKW Suite No: Project Name: SWADDLE DEVELOPMENT PERMIT Permit Number: D12-051 Issue Date: 03/01/2012 Permit Expires On: 08/28/2012 Owner: Name: CENVEO INC TAX DEPT Address: PO BOX 420 , STAMFORD CT 6904 Contact Person: Name: MATT PREVOST Address: 411 WEST VALLEY HY , PACIFIC WA 98047 Contractor: Name: CEDAR RECYCLING INC Address: 411 W VALLEY HWY S , PACIFIC WA 98047 Contractor License No: CEDARRI981CM Lender: Name: Address: Phone: 253 - 804 -0404 Phone: 253 804 -0404 Expiration Date: 02/18/2014 DESCRIPTION OF WORK: INSTALL 20 BAYS OF PALLET RACKS PER FLOOR PLAN AND DETAIL SHEET Value of Construction: $0.00 Fees Collected: $275.43 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: Occupancy per IBC: 0025 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -051 Printed: 03 -01 -2012 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: N Permit Center Authorized Signature: Date: 03 7011 / 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 pe Signature: Print Name: Oigi4i 6tla4l, 49F-iv Date: 3 - / -/ Z 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 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. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. doc: IBC -7/10 D12-051 Printed: 03 -01 -2012 6: All rack storage requires a separate pe issued through the City of Tukwila Permit C . Rack storage over 8 -feet in height shall be anchored or braced to pt overturning or displacement during seise vents. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 7: 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. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 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. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: 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) 13: Storage shall be maintained 2 feet or more below the ceiling in nonsprinldered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.2.1) 14: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 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 -051 Printed: 03 -01 -2012 24: These plans were reviewed by Inspectoe. If you have arty questions, please call Tuk Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D12 -051 Printed: 03 -01 -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 Address: Lte0 lei -vvz 4ieft f� V_ Tenant Name: JW OAtiAD de—. King Co Assessor's Tax No.: Suite Number: /V /I6" Floor: New Tenant: MI Yes LJ..No PROPERTY OWNER, 'r.., Name: (...... . 1 e ,� co 'CIM1J Address: ?.0 I��- , S7 b'4'6`�oo«.- � City• State• Zip: CE ,j,� 06°t01 0001 CONTACT PERSON - person receiving all project ° communication Name: &I . paw osr 1 / L_- ) S 3 Address: ti( W City: State: (fr..) lip: 1 g � Phone. 243 8o 4o4 Fax:.›.,3_604410a -= J Email: /414• A A 1946441 64404.112%61 C AN . GENERAL CONTRACTOR INFORMATION .- ° ° ° e� , _ej` Company Name: C ,ati k '' • " Address: L t I w, !� 60 City: State:ip ' Phon 2.S3 604_0yot4Fax:25?_6044 -)0�. v Contr Reg No.: Exp Date: Tukwila Business License No.: H:'Applications\Forms- Applications On Line \2011 Applications\permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh ARCHITECT OF RECORD ;, "i n Company Name: v • _ _ ,L oes e J ;Ann Company Name: /v A 1 City: o State:_ Zip: 1004 Phone:91 ay0 .,3910 Fax: ,Q� 6 440.3s 13 `! Architect Name: City: State: Zip: Address: City: State: Zip: Phone: Fax: Email: ENGINEEROF RECORD ..,... "i n Company Name: v • _ _ ,L oes e J ;Ann Engineer Name: G-i i VrL — H • Address: Li (� � . A,66) SUIT City: o State:_ Zip: 1004 Phone:91 ay0 .,3910 Fax: ,Q� 6 440.3s 13 `! Email: 10 i BUILDING PERMIT INFORMATIO- 206 - 431 -3670 ' Valuation of Project (contractor's bid price): $ 3, 1 `IS,0O Existing Building Valuation: $ Describe the scope of work (please provide detailed information): 2�J S NS-4-VA kit' -O 150,41S 0'0,6: pAu e - ke f-- p t- iortxi t t L s - -e * Will there be new rack storage? yl Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 'i ' 1 .. • i. Existing t' 'r Interior Remodel ' Addition to . Existing ',' Structure , New . ;' Type of ..,, Construction per -, :. IBC , , Type of Occupancy per IBC In =Floor 2nd Floor e moo, 3rd Floor ° Floois 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 No If 'yes', attach list of materials and storage locations on a separate 8 -1/2 " x 11" paper including quantities and Material Sa 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: \ApplicationsWorms- Applications On Line\2011 Applications\Permit Application Revised - 8.9.11.docx Revised: August 2011 bh Page 2 of 4 - • 'rPERMIT APPL` ICATION 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 O UTHOORIZEDD AG T: Signature: � � Print Name: 2.OAI Date: 0?- /S- / 2 Day Telephone: 7,G - 5'251O YOO X //.2 Mailing Address: 1 O I NOove. a. lee k city H:Wpplications\Forms- Applications On Line12011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh o. State Zip Page 4 of 4 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.TukwilaWA.2ov Parcel No.: 2623049093 Address: 480 ANDOVER PK E TUICW Suite No: Applicant: SWADDLE RECEIPT Permit Number: D12-051 Status: PENDING Applied Date: 02/17/2012 Issue Date: Receipt No.: R12 -00706 Initials: User ID: Payee: WER 1655 Payment Amount: $275.43 Payment Date: 02/17/2012 01:34 PM Balance: $0.00 SWADDLE DESIGNS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 12975 275.43 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $275.43 164.20 106.73 4.50 doc: Receiot -06 Printed: 02 -17 -2012 INSPECTION NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Q. (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 INSPECTION. RECORD Retain a copy with permit Project: S \r. (� Type f Inspection: % N ' 1>O L, - f i -4( Address: '1'0 4AI.1DJ vim' ,E- • Date Called: _____ Special Instructions: Date Wanted:., ..-'',_ r. ava ....1 .--- ( -1, — tL.... P.M. Requester: Phone No: '2,f) C -5U- U- ° 4 ®° Approved per applicable codes. Corrections required prior to approval. COMMENTS: P sk; tj btooiD J Inspector. IDate4 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. -1-1-/ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proje�"w4 0 .9 / t..._ AM. Type o Inspection: n Addr ko _km Date Called: Q -( - Serr, L n Specialinstructions: Date Wanted:. ,5-_.54-) �a.m p.m. Requester: . A. A-. K. - - c - 7 - e T A L.A4 o r.Ml)1 Phone No: _ KJ 2e..1 .C.-- i xi 4 1);r,`. D k.. ^' aApproved per applicable codes. f Corrections required prior to approval. 1 COMMENTS: / S Q -( - Serr, L n tr\n (._,A- 6 AA A-)4 t 6 k J.1.0 Dc t , 1.2 0 iLo __ 014 I e ,ef- fyo i A. A-. K. - - c - 7 - e T A L.A4 o r.Ml)1 KJ 2e..1 .C.-- i xi 4 1);r,`. D k.. ^' 1 • v !? J : \ 6 A its " /'l.dC.1,.., . 4 1,Q,sci-,,e-liq tkke" ef._4,/ r7 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 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, TukW la, Wa. 98188 .N 2Q6- 575 -4407 Project: Lti..1 1 1 Sprinklers: rype of nspe ion Address: qQ Suite #: p- (G+�'" Contact Person: Special Instructions: Occupancy Type: 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: ^''` 5 Date: Y7 /i Z.. Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Address: City: Company Name: State: 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 13, 2012 File: 12 -232 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit No.: Swaddle 1 .CE1 V ED APR 1.6 20121 ,;�IMUNITY 06VELOPMENT Park E. 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 has already been forwarded to you. 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. dil/(1)461-\, Kimberle Anderson President CC: Rusty Rack Guys -Matt Tel: (425) 881 -5812 Fax: (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 * Redmond, WA 98073 480 An' over Par East, Tukwila, WA - Google Map n I _ •- Inte;uIUan Tra I .1In•oruroar i _ �^ INnruronn.Rd�" -' - �r• 1, xl &T', II "Ji am_ ��W.Val�ey�aiwyR��� =1 "-A.^.14114;f -bry 41- •W V.Jte�'•Hwy� -�- 1 _ ti i F fntluslN D'c—'`- _ Q 1 n �)� �__ d r ERMIT E' EN. 0 CU CO ■ O N I ttp: / /maps.goo_le.com/ma•s ?h1 =en &tab =w BY G. OHANIAN RAdK DEOIdN & ENWINEERINd do. DATE . 2-9-12 412 WEST BROADWAY, SUITE #204 SUBJECT dLENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 1 JOB NO.. RD -15904 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: SWADDLE 480 ANDOVER PARK EAST TUKWILA, WA. 98188 PER IBC 2009 EDITION SECTION 2208 STORAGE RACKS CAPACITY: 2000 # / LEVEL CALCS. 1 THRU 5 DRAWINGS: RD -15904 FILE COPY D"ronnif PM. EXPIRES 12 -26 -13 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 8 2012 City of Tukwila BUILDING DIVISION bUO5I RECEIVED FEB 17 2012 PERMITC NTRR BY G. OHANIAN RACK DEOI(dN & ENWNEERIN(4 CO. DATE . 2-9- 1 2 412 WET BROADWAY, QUITE #204 SUBJECT GILENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 2 . RD -15904 JOB NO. 0 0 0 M BEAM LOAD PER BEAM + 25% IMPACT LOAD (2.O Kx.88) +(1.O Kx.25) = 2.0— 1.0K 2 BEAMS BEAM SEISMIC DESIGN _ Spsxl �— Rx1.4 xW lx =2.66 Sx =1.27 Fy =55 KSI. Ix =1.95 Sx =1.04 F Y= 55 KSI. M= 82 =15 "K S R= .46<1.27 _ 5xwL4 L 384.1x .E = .29 " <180 =.67" M= I2 =13 "K S R= 40<1.04 4 A 384.W L = .27 "< 180 = .59" x E 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 LOAD PER COL. = 2x2.0 K =2,0 K 2 COL. P= .2 DL+ (2•° KxO•75) =1.7 K W =.2DL+ (2.0PLx0.67)= 1.5 K = 17 K LONGIT. V = .26 K TRANS. LONGIT. SEISMIC TYPES "A ", "C" & "D" Conterminous 48 States 2009 International Building Code Latitude = 47.451 Longitude = — 122.25 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D — Fa = 1.0 ,Fv = 1.518 Period Sa (sec) (g) 0.2 1.409 (SMs, Site Class 0) 1.0 0.731 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 47.451 Longitude = — 122.25 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SDI = 2/3 x SM1 Site Class D — Fa = 1.0 ,Fv = 1.518 Period Sa (sec) (9) 0.2 0.939 (SDs, Site Class 0) 1.0 0.487 (SDI, Site Class D) 0 TYPE "B" 17K 0 2 6'K 7.9 BY G. OHANIAN RACK DEOIdN & ENdINEERINd CO. DATE. 2-9-12 412 WET BROADWAY, BUITE #204 SUBJECT LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 3 JOB NO. RD -15904 COLUMN ANALYSIS COLUMN AT TYPES "A ", "C" & "D" 3" e) x- t =.070" \ M 1 Fy =55 KSI Ae =.59 I x =.95 Se =.6 rx =1.2 ry =1.1 COMBINED STRESS RATIO Pex= (K2 =26 Qc =1.8 CtcP Qb =1.67 - ox =1 - .88 Pex Cmx =.85 COLUMN AT TYPE "B" M x Fy =55 KSI Ae =.43 I x =.54 Se =.36 rx =1.1 ry =.63 COMBINED STRESS RATIO Pex= (K`))c= 23 Qc =1.8 i?cP - Ob =1 .67 ax =1- Pex .87 Cmx =.85 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .09 K KL.. 60x1.7 =85 rx 1.2 KL -77 -38 Y M„ =Se .Fy =33 Qc.P flb.Cmx.M = .65<1 Pn Mn.ax 2 Fe= 7 xE = 40 A c = ■./Fy /Fe = 1.17 r 2 Fn= Fy(.658 Ac ) =31 KS1 Ac<1.5 Pn= Fn .Ae = 18 K 1.7K 3 "x5 "x3/8" BASE PLATE KL =48x1.7 =74 rx 1.1 KL 40 = ry .63 = 63 Mn =Se.Fy= 19 C2c.P +Qb.Cmx.M = 83<1 Pn Mn.ax 2 Fe =(KLj2 =53 r 2 F =F y(.658 -c ) =36 KS' Pr, = Fr, .Ae = 17 K 1.7K 3 "x3 "x3/8" BASE PLATE (1) -1/2 "0 ANCHOR PER BASE PL., 3 1/4" EMB. SIMPSON STRONG BOLT ESR -1771 SPECIAL INSPECTION IS REQUIRED �o 0 3" 1 Ac =N/Fy /Fe = 1.02 Ac<1.5 • BY G. OHANIAN RAdK DEOI(N & EN(INEERINC d0. DATE . 2-9-12 412 WET BROADWAY, QUITE #204 SUBJECT LEND, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 4 JOB NO.. RD -15904 MOMENT AT BEAM CONNECTION .5x.07x 1 x65 =2.3 K BEARING CAPACITY OF COL. HOLE 7/16 "0 RIVET A =.1 Fy =79KS1 Pa = .1x79x.4 = 3 K Ma = (2.3Kx4 ") +(1.1 Kx2 ") = 11.4 "K 3 PIN CONN. CONN. M END — .01xwI2= 1.2 "K M - 6.5 "K SEISMIC 1,4_7.7"K _ TOTAL OVERTURNING TYPES "A ", "C" 8c "D" MOT =.26 Kx2 x141 "x0.66 =48 "K COL. MR = 1.7 Kx42"= 71"K NO UPLIFT TYPE "B" MOT =.26 Kx2 x117 "x0.66 =40 "K COL. MR = 1.7 Kx48 "= 82 "K NO UPLIFT .26K .26K 7 .26K 42" 0 � N 48" .26K (0 m 6.5'C TOP LEVEL LOADING W= 0.2DL +1.0LL =1.2 K LOAD PER COL. V= .20 K MOT = .20Kx2 x120 =49 "K COL. MR = 1.2 Kx42" = 51 "K NO UPLIFT TOP LEVEL LOADING W= 0.200-1.01_1=1.2 K LOAD PER COL. V= .20 K = .20Kx2 x96 =38 "K MOT COL. MR = 1.2 Kx48" = 58.1( NO UPLIFT BY G. OHANIAN RAdK DEOIGIN & EN(INEERIN( do. DATE . 2 -9 -12 SUBJECT 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 5 JOB NO.. RD -15904 LOAD TO DIAGONAL P = .26 Kx2 x 60 = .65 K COL. 48 F Y =551(51 Ae =.26 rx =.48 Q =.74 L= 52" P„= 3.8K CHECK WELDS Pn =(1 .01L)L.t.F„ =3.9K f] = 2.55 l -.-= 1 .5K x2 = 3.0K SIDES CHECK SLAB 1700 .7 °' 1000 1.7x144=245 °" =16" M= ( 12 12 1 x1000x 2 x12 =666 "# S= 1\2x5.52_ 60 6 666 = 1 1 <1.6 V 2500 =80 60 BOTH SIDES TYP. t =.07" 1700 B 5 1/2" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL GOON WY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -051 PROJECT NAME: SWADDLE SITE ADDRESS: 480 ANDOVER PK E X Original Plan Submittal Response to Correction Letter # DATE: 02 -17 -12 Response to Incomplete Letter # Revision # After Permit Issued DEPARTM -NTS: B ing ivision Public Works AvACiI r Fire Prevention Structural Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 02 -21 -12 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 nNo further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 03 -20-12 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 Peter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI 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 5 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 ther 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 5R00357658 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 $1,000,000.0010 /23/2007 3 FIRST SPECIALTY INS CORP FCP22900544430010/29/2005 12/31/2006 $1,000,000.0010 /23/2007 2 FIRST SPECIALTY INS CORP FCP229005444300 10/29/2005 10/29/2008 $1,000,000.0010 /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 03/01/2012 M Zit N oo 00 � _..._. 19' -8" 8' -11" , ._. 9 r -2 24' 10'41" 13' -10i" 8'-1 15'-10,11" 8 r -O n 13'-11i" 22' 14'-6i" 7 1 -5in i 17'-9,11" 0 8' -5" ROLL 45' -8" A 44" X 106 "I A 44" X 106' 54' -9" 10' y 9' -4" ID 42" X 105' X/ 44" X 106' A 44" X 106' 44" X 106' A 44" X 106' A 44" X 106' A 44" X 106' 9' -6" ROLLUP 9' -6" ROLLUP B 44" X 96' 5' -6" 1' -6" BATH D 4. a a 0 B 44 "X96' 8' -6" X 14' -2" ,J, 8' -6" 2' -7" 1 F-6" ROLLUP 9' -6" ROLLUP 14' -10" ROLLUP 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. FILE COPY Permit No. -- 0 R! ^� rr «reW approval is subject to errors and omissions. t, ,c 01 construction documents does not authorize adopted code or ordinance. Receipt o 3 o "'=fig Copy and conditions is acknowledged: BDycite: -I City Of Tukwila BUILDING DIVISION REVISIONS No chances shall be made to the scope of work without prior approval of Tukwila Building Division. i'T= 'sn' <sions will require a new plan submittal may include additional plan review fees. SEPARATE i,-il E PERMIT F Z.QLI1RED FOR: Ti chanical Electrical 17.3-0 J Bing as Piping City of Tukwila BULDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED FEB 28 2012 City of Tukwila BUILDING DIVISION t12051 RECEIVED FEB 17 2012 PERMIT CENTER EXPIRES 12 -26 -13 m DRAWN BY JAL SCALE: 3/32 " =1' -0" °2� /2oi z DRAWING N0: CHECKED BY: SHEAT NO. 1 OP 2 SHEg!'S' A BOTH SIDES TYP. 1/8" BRACING CONNECTION DETAIL RACK TYPE "B" 1/8' BOTH SIDES TYP. BRACING CONNECTION DETAIL RACK TYPE "A, C, D" SINGLE .075 THK-1-1 1 1/4" SECT. A -A RACK TYPE "B" SECT. B -B RACK TYPE "B" 1 1/2" .075 THK 1 1/4" J SECT. A -A RACK TYPE "A, C, D" 375 R Cs Cs sC CD Q 9 2" TYP. AS NOTED [-a-1/4" REF. ❑ ❑ ❑ 3" . —1/8" 14GA THK. 1 7/8" .531 SQUARE LM15 14GA ASTM A570 GR50 RACK TYPE "B" .375 R -T 3" 1 (C)000da 000000 2" TYP. AS NOTED r114" REF. ❑ ❑ ❑ .531 SQUARE SECT. B -B RACK TYPE "A, C, D" RACK DETAILS SCALE: %4" = 1" 8'_10" O RACK TYPE "A" 3 %2" BEAM FACE 1/8" 14GA THK. 7/8" f 3" --I I-- --3/4" R1 /8" 3/4" TYP. LM20 14GA ASTM A570 GR50 RACK TYPE "A, C, D" BASE PLATE DETAIL (1) -1/2 "0 ANCHOR BOLT:. PER BASE PLATE 3 -1/4" EMB., (SEE NOTE NO. 4) RACK TYPE "B" F..6_ 3 8u _mil SINGLE R1 /8" TYP. 14GA THK. AS NOTED 6" %4" O SAFETY LOCK (1000# CAPACITY) X6"0 RIVET ASTM A576 -90B HOT — WROUGHT UNS G10100 GRACE C -1010 AS NOTED LBC35 RACK TYPE "A, B" BASE PLATE DETAIL (1)-1/2"0 ANCHOR BOLT PER BASE PLATE 3 -1/4" EMB., (SEE NOTE NO. 4) RACK TYPE "A, C, D" 00 MIRO RACK TYPE "B" 31/2" BEAM FACE 74 "0 SAFETY LOCK (1000# CAPACITY) 7/16"0 RIVET ASTM A576 -90B HOT - WROUGHT UNS G10100 GRACE C -1010 LBC55 RACK TYPE "C" AS NOTED L %4" O SAFETY LOCK —J (1000# CAPACITY) 746"0 RIVET ASTM A576 -90B HOT — WROUGHT UNS G10100 GRACE C -1010 3' 6" r -- SINGLE RACK ELEVATIONS SCALE: %2' = 1' -0" LB C40 RACK TYPE "D" 10' 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 REQUI—RED. 5. CONCRETE SLAB 5 1/2" THICK 2,500 PSI. SOIL BEARING CAPACITY 1,000 PSF. 6. STORAGE RACK CAPACITY 2,000 #/ 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 (2,000 #/ LEVEL). 8. STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF Y2" 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 .30 GPM OVER 2,000SQ FT. 2. SPRINKLER HEAD TEMPERATURE: 186 DEGREE . 3. COMMODITY, COTTON ROLLS ON PALLETS AND COTTON FINISHED GOODS IN CARDBOARD BOXES ON PALLETS NON — ENCAPSULATED. 4. TOP OF STORED PRODUCT NOT TO EXCEED 12' -0 ". 5. APPROXIMATE CEILING HEIGHT 20' -0 ". EXITING NOTES: 1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. --� i --1/2" FLOOR ANCHOR DETAIL SEE NOTES FOR SPECS ALL RACK TYPES r RACK TYPE "C" 5 y2" BEAM FACE 11_ RACK TYPE "D" 4" BEAM FACE I Sk - REVIEWED FOR CODE COMPLIANCE APPROVED FEB 28 2012 City of Tukwila BUILDING DIVISION RECEIVED FEB 17 2012 PERMIT CENTER EXPIRES 12 -26 -13 03 00 W 00 0 rn Q L W © ^ W Z oQJiY 5 CO DRAWN BY: JAL SCALE: AS SHOWN DATE: 2/4/2012 DRAWING NO: CHECKED BY: SHEET NO. 2 OF 2 SHEETS