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HomeMy WebLinkAboutPermit D09-036 - CITY OF TUKWILA - NC POWER - STORAGE RACKSNC POWER 7220 s 180 ST D09 -036 Parcel No.: 3623049059 Address: 7220 S 180 ST TUKW Suite No: Tenant: Name: NC POWER Address: 7220 S 180 ST , TUKWILA WA Citylef 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.tulcwila.wa.us Owner: Name: TUKWILA CITY OF Address: 6200 SOUTHCENTER BLVD , TUKWILA WA 98188 Phone: Contact Person: Name: JIM PAOLETTI Address: 3500 W VALLEY HY, STE 101 , AUBURN WA 98001 Phone: 206 391 -7370 Contractor: Name: RAYMOND HANDLING CONCEPTS Address: 4140 BOYCE RD , FREMONT CA 94538 Phone: 253 - 333 -2109 Contractor License No: RAYMOHCO34KB DESCRIPTION OF WORK: INSTALL PALLET SHELVING Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 DEVELOPMENT PERMIT $0.00 Fees Collected: $412.71 International Building Code Edition: 2006 Occupancy per IBC: * *continued on next page ** Permit Number: D09 -036 Issue Date: 04/13/2009 Permit Expires On: 10/10/2009 Expiration Date: 10/05/2009 D09 -036 Printed: 04 -13 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 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: 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: doc: IBC -10/06 City afukwila • 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 N Permit Number: D09 -036 Issue Date: 04/13/2009 Permit Expires On: 10/10/2009 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 performan ork. I am authorized to sign and obtain this development permit. Signature: Date: L I Print Name: 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. D09 -036 Printed: 04 -13 -2009 Parcel No.: 3623049059 Address: 7220 S 180 ST TUKW Suite No: Tenant: NC POWER 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • 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.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D09 -036 Status: ISSUED Applied Date: 03/12/2009 Issue Date: 04/13/2009 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: 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. 5: 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. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: 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. 8: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 9: 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. 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: STORAGE HEIGHT IS NOT ALLOWED TO EXCEED 12 FEET IN HEIGHT IN A NON- SPRINKLERED BUILDING. 14: The critical storage height for high -piled combustible stock in closely packed piles is 12 feet. (IFC 2302) Storage above 12 feet may necessitate increasing the sprinkler density to extra hazard and adding smoke removal capabilities. (IFC Chapter 23) (NFPA 13) doc: Cond -10/06 D09 -036 Printed: 04 -13 -2009 • • 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.ci.tukwila.wa.us 15: 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 sprinldered areas of buildings. (IFC 315.2.1) 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: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 27: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: Cond -10/06 D09 -036 Printed: 04 -13 -2009 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 • 0 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.ci.tukwila.wa.us * * continued on next page ** D09 -036 Printed: 04 -13 -2009 • 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.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 provision of any other work construction or the performance of work. Signature: Date: Print Name: S) _� doc: Cond -10/06 D09 -036 ordinances governing or local laws regulating Printed: 04 -13 -2009 SITE LOCATION Name: Mailing Address: E -Mail Address: Company Name: Mailing Address: Company Name: Mailing Address: Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httpr//www.ci.tulcwila.wa.tts 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 ** 7224 5 ise0 7-tekiviL0 Aft POt,E. Site Address: Tenant Name: gaga"' , Property Owners Name: Amit.. ,AsAr b " A oo Mailing Address: /703s---0 MeV/0 14AN0l/i✓L 3Soo w UAu r ,uk7 p iP( Job j'im loot crY( Contact Person: n E-Mail Address: ✓)M/ g.ra. �I M 1144 1); ' 104 Contractor Registration Number: E -Mail Address: L45 S 4A ,suP7 Rol H:\ Applications\Forms - Applications On Line\2009 Applications \I -2009 - Permit Applicationdoc Revised: 1-2009 bh Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.: 3C i 2./C0 S 9 O pp Cf4 / &uite Number: Floor: City • New Tenant: Yes ❑ ..No S'1 /31 State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued ,77m. AAv)Er7) Day Telephone: 24 - 7170 Zvi, w /flu So f .5tt A vita feoo/ t City stet: Zip dim-Pe raymmie j 4- r!�' /!y •4+46, Fax Number: Zf 3- .111' -C>SI GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Aolipilm) Ma f9 / City State Zip Day Telephone: Z'' J9/ ?77o Fax Number: 1s 3. 333- 5 f / Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record State Zip City Contact Person: Day Telephone: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record s-pe cr�� c e - -rs (,d4 a -b /204 ,v Je f. e. r e a) syse 'T Su-ire /3"/A oS, $ 2 807 City State Zip Day Telephone: 7/5' ` 6J 2 - 79 Jc Fax Number: '7 /P - 77(3 Page 1 of 6 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 949 b Scope of Work (please provide detailed information): M l LCd' S Y/ ) ;$Y % 1 / Will there be new rack storage? ❑ Yes • • 0 1 Existing Building Valuation: $ ❑.. 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 42 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Er 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:\Applications \Forms - Applications On Line\2009 Applications \I -2009 - Permit Applicationdoc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 2 Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 949 b Scope of Work (please provide detailed information): M l LCd' S Y/ ) ;$Y % 1 / Will there be new rack storage? ❑ Yes • • 0 1 Existing Building Valuation: $ ❑.. 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 42 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Er 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:\Applications \Forms - Applications On Line\2009 Applications \I -2009 - Permit Applicationdoc Revised: 1 -2009 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 1 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 AUTHOKILED AGENT: Signature: Print Name: .Q . P V 1 Day Telephone: 3r 91 737-t• Mailing Address: WV O Ua VP 144 9 SLvti t� ? /� �► B.t. W 'W �' R 1 ) f City State Zip Date Application Expires:I tZ 1 o p t o Date Application Accepted: otfloc, H:.Applications \Forms - Applications On Line12009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Date: rj b --D5' Staff Initials: Page 6 of 6 Parcel No.: 3623049059 Address: 7220 S 180 ST TUKW Suite No: Applicant: NC POWER Receipt No.: R09 - 00401 Initials: User ID: JEM 1165 ACCOUNT ITEM LIST: Description doc: Receiot -06 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE • 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.ci.tukwila.wa.us PA YMENT R ECEIVED Payee: RAYMOND HANDLING CONCEPTS CORP TRANSACTION LIST: Type Method Descriptio Amount Payment Check 056894 412.71 RECEIPT Account Code Current Pmts 000/322.100 000/345.830 640.237.114 247.40 160.81 4.50 Total: $412.71 Permit Number: D09 -036 Status: PENDING Applied Date: 03/12/2009 Issue Date: Payment Amount: $412.71 Payment Date: 03/12/2009 01:37 PM Balance: $0.00 Printed: 03 -12 -2009 Project: O } i i2 Type of I�ec � / Address: 2 2 o 6 . ! 9 d 55 Date Called: Special Instructions: �nted Date Wj3 v _ Q , / p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit ION NO. , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPE PERMIT NO. (206)431 -3670 COMMENTS: l em; (ieht4p/le/1 S�f 1/1,4 ( v 2_ % rv�"I )qIJ Ia Date/ 00 REINSPECTION FEE R QUIRE Prior to inspection, fee must be p; d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Type of I /2) c' ,'i-6,b-yt.) 2 R,719‘44 - /6D s 7 ` .x 6AI ; ✓-.s74 /lfj. — 0- 1,0l/e Special Instructions: _ Date Wanted: ::::3) T•4/ 4 {-go, it/ / /Fe( =5- Li g . .....z+ 71. / Ajoeaoi . ex 7 LoI9 /3 ie4 9K_S Project: , ( /70-e..,//2 Type of I Address: `7220 S /6D s 7 ` Date Called: Special Instructions: _ Date Wanted: - 2 — 05' p.m. Requester: Phone No: .2ve —gc5 7 -7e 7Q 3 INSPECTION NO. CITY OF TIUKWILA BUILDING DIVISION gi 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)433.3670 D Approved per applicable codes. Receipt No.: INSPECTION RECORD Retain a copy with permit PERMIT NO. c orrections required prior to approval. -. Date 2 g rOc .00 REINSPECTION F E REQ 'RED. Prior to: inspection, fee must be id at 6300 Southcenter Blvd., Suite '100. Call to schedule reinspection. 'Date: COMMENTS: 71) N, „.44 Fia IC e/ [1 Lt . .-SP e c..'r4- -/ - A e X71 ,), 1 41 P-4 G 4 , 4 -/ 17) r 6 v 1 r , AJtit/ .4-`-f .. Date Called: Se_rk7 rz) & ,' I L ?le 417 k1 /kr A ii14 o f (-) (( c14 , iv f ea; 1/1,..te Date Wanted: _ 49 /� —o9 2. ,v 4 Di 4 Pew cm &J t -T . - j -e---.'r\eh .c 1 ,'f 'il K - ,71 e fJ nick 1-,4bC A 1,11( A/ ;1 1 re it.r J f - ..i._U d 'P , 3 - ; r T. r v ue t -'d (eI. / 0/ Project: ,/(k1 PCP.✓f/) Type of Inspection: ,--- / Address: - 722 0 S /8a 5-7 Date Called: Special Instructions: Date Wanted: _ 49 /� —o9 a.m efir Requester: Phone No: , 73 7 M INSPECTION RECORD Retain a copy with permit 0 B`` 13 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: y J l ,{ Date: 4-15- ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: NO f 044/fe Type of Inspection: F/A i 4 / Address: 722z) S /(9OS7 Date Called: Special Instructions: Date a ted / -' y d S p.m. Requester: Phone No: a 6 -3c / - 73 7c) COMMENTS: ((,-.' Nkj-- 8 -RAP 1 Z NUD Sp i S,) .1:ut I (--J ( ANA J J r ( l r Inspect r: Dater - (4 O 1 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100.,Call to schedule reinspection. Receipt No.: 'Date: Project: ive.... p000 Sprinklers: Fire Alarm: ' T f Inpection: - -- - i.c K Address: '1 ;0 t2 Suite #: S D 6 ' Contact Person: , k, Special Instructions: Phone No.: ', 37 i- 72:70 Needs Shift Inspection: ' Sprinklers: Fire Alarm: ' Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS JI Ih -ti /ti- R. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: L / //c f o iHrs.. A". — $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Fireproofing Aggregates Shotcrete Concrete Masonry A s p h a l t Roofing P i I i n g S t e e l S o i l s W o o d April 28, 2009 File: 09 -151 City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: NC Power Address: 7220 S. 180 St. Permit No.: D09 -036 This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of those reports have already been sent. 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. Kimberle Anderson President R CE VED App '-� 9 2009 �� N1UNpT1 O€ EL09- T cc: Raymond Handling Systems - Jim Paoletti A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY Tel: (425) 881 -5812 Fax (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073 A.A.R. Testing Laboratory, Inc 7126 18 Aye�N.E:;,Park 180, Suite C101, Redmond, WA 98052 I • • Phone` 881'5812 Faz 425 881'5441; • " . Client: Raymond Handling Concepts 3500 W. Valley Hwy. N, #101 Auburn, WA. 98001 Contact: Jim Paoletti Inspection Performed: See below Date: 4/14/2009 Distribution: Field Report Project Number: 09 -151 Permit #: D09 -036 Project Name: NC Power Address: 7220 S. 180th St., Tukwila Time: 11:00:00 AM Observed installation of all newly installed pallet racking in NC power rental building. Hilti KB -TZ 1/2" by 4 1/2" expansion anchors were found to be installed in accordance with manufacturer's recommendations. Calibrated torque wrench was used to verify 40 ft/lbs at 25 % of all bolts, finding all bolts tested to meet project requirements and ESR #1917. Distribute Client W. D istribute Contractor Distribute Engineer L_ Distribute Owner ../; Distribute Municipality r . D istribute Other Distribute Architect " D istribute Other 7FCE7VED APR 2 9 2009 MUNfTY ctt WLQP8IIENT Report #: 50048 Temperature: 45 Inspector: Bosma, Rory 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 CORRECTION Raymond Handling Concepts Corporation 3500 W. Valley Hwy. North Telephone 253- 333 -2100 Suite 101 Telephone 888 -820 -8811 Auburn, WA 98001 Facsimile 253 -333 -5051 www ravmondhandlino.com April 1, 2009 City of Tukwila WA 6300 SouthCenter Boulevard, Suite 100 Tukwila WA 98188 Attn: Al Metzler RE: Commodity Storage Permit App: D09 -036 NC POWER FILE COPY Sprinkler Information BUILDING HAS NO SPRINKLERS Please let me know if you need any further information regarding the commodities. Thank you Jim Paoletti Raymond Handling Concepts 206 -391 -7370 D09 -034 L- JP -06 -08 REVIEWED FOR CODE COMPLIANCE AP OVED APR 0 9 2009 City of Tukwila BUILDING DIVISION RECEIVED APR 012009 PERMIT CENTEF CORRECTION Raymond Handling Concepts Corporation 3500 W. Valley Hwy. North Telephone 253- 333 -2100 Suite 101 Telephone 888- 820 -8811 Auburn, WA 98001 Facsimile 253- 333 -5051 www.ravmondhandlino.com March 23, 2009 City of Tukwila WA 6300 SouthCenter Boulevard, Suite 100 Tukwila WA 98188 Attn: Al Metzler RE: Commodity Storage Permit App: D09 -036 NC POWER Commodity Description Thank you bo9 03(o gm. . _.r...,_ Jim Paoletti Raymond Handling Concepts 206 - 391 -7370 FILE COPY (1) 80% Wire and cable rolls (2) 20% Small parts for engines and truck repairs Please let me know if you need any further information regarding the commodities. L-JP-06-08 REVIE�I/Ep OF R CODE COMPLIANCE APP MVED APR 0 9 2009 City of Tukwila BUILDING DIVISION RECEIVED MAR 23 2009 HERMIT CENTEF trucfu rol Project Name : NC POWER SYSTEMS Project Number : H- 121208 -5 Date : 03/02/09 Street Address : 17900 WEST VALLEY HWY. City /State : TUKWILA, WA 98188 Scope of Work : STORAGE RACKS FILE COPY Permit No. ngineering 1200 N. Jefferson St., Suite F Anaheim, GA - 92807 Tel: 714.032.7330 Fax: 714.032.7763 e -mail: mall @sceinc.net RECEIVED CITY OF TUKIMLA MAR 112009 PERMIT CENTER • • • ...6f...a a...i.n... ^owl Arroteeirtne REVIEWED FOR CODE COMPLIANCE A P ®VED APR 0 9 2009 City of Tukwila BUILDING DIVISION EXPIRES 10/25/ MAR 0 2 2009 S tructurai C oncepts E ngineering 1200 N. Jefferson Ste. Ste f Anaheim. CA 92607 tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: NC POWER SYSTEMS Project #: H- 121208 -5 TABLE OF CONTENTS Title Page 1 Table of Contents 2 Design Data and Definition of Components ____ _ __ ._. _ ... _ _ _ _ 3 Critical Configuration 4 Seismic Loads 5 to 6 Column 7 Beam and Connector 8 to 9 Bracing 10 Anchors 11 Base Plate 12 Slab on Grade 13 Other Configurations 14 to 15 S tructural C oncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA.82807 Tel: 714.632.7330 Fax: 714.63 .7763 Design Data By: S.P. Project: NC POWER SYSTEMS Project #: H- 121208 -5 1) The analyses conforms to the requirements of the 2006 IBC and the 2002 Rack Manufacturers Institute Sepedfications for Steel Storage Racks (RMI) and the ASCE 7 -05, section 15.5.3 2) Transverse braced frame steel conforms to ASTM A570, Gr.55, with minimum strength, Fy =55 ksi Longitudinal frame beam and connector steel conforms to ASTM A570, Gr.55, with minimum yield, Fy =55 ksi All other steel conforms to ASTM A36, Gr. 36 with minimum yield, Fy= 36 ksi 3) Anchor bolts shall be provided by installer per ICC reference on plans and calculations herein. 4) All welds shall conform to AWS procedures, utilizing E7Oxx electrodes or similar. All such welds shall be performed in shop, with no field welding allowed other than those supervised by a licensed deputy inspector. 5) The reinforced slab is 5" thick with minimum 2000 psi compressive strength. Soil bearing capadty is 1000 psf. Definition of Components Frame height Product Beam Length IL Beam Spacing r l Beam A Front View: Down Aisle (Longitudinal) Frame Column Beam to Column Connector Panel height Base Plate and Anchors Component Description STRESS Column Fy =55Ksi LMT LM20 /3x3x14ga P =3100 lb, M =8442 in-lb 0.40K ........- Column- Backer None - — - None • • N /A- -^ Beam Fy =55Ksi Lvl 1: LMT LBF356/3.5 "deepx2.75"x0.06" Lu =96 in Capacity: 3625 lb/pr 0.83-0K Beam Connector Fy =55Ksi Lvi 1: 3 PIN OK I Mconn =8770 in-lb Mcap =16922 in-lb 0.52 -0K Brace- Horizontal Fy =55Ksi LMT 1 -1 /2x1- 1 /4x14ga 0.140K Brace- Diagonal Fy =55Ksi LMT 1 -1 /2x1- 1/4x14ga 0.6-OK Base Plate Fy =36Ksi 8x5x3/8 I Fixity= 0 in -lb 0.29 -OK Anchor 2 per Base 05" x 3.25" Embed HILTI KWIK3.0LT "CZ ICC ESR 1917, SPECIAL INSPEC. REQD, (T =0 lb) 0.01 -OK Slab 5° thk x 2000 psi slab. 1000 psf Soil Bearing Pressure 0.25 -0K IBC 2006 Seismic Criteria # Bm Lvls I Frame Depth Frame Height # Diagonals Beam Length Ss= 1.429, Fa =1 2 f 44 in 144 in 2 96 in S tructural C oncepts E ngineering 1200 N. Jefferson'Ste.•Ste>r Anathetrn. CA 92807 'Vet 714.0321330 Fax:' 714.632.7763 By: S.P. Project: NC POWER SYSTEMS Project #: H-121208-6 Configuration & Summary: TYPE A SELECTIVE RACK 44 44" 144" 96" -F 144" i 66" i 44.E --7 Load Per Story Force Story Force Column Column Conn. Beam Level (PL) Beam Spcg Brace Transv Longit. Axial Moment Moment Connector 1 3,000 lb 44.0 in 66.0 in 225 lb 134 lb 3,100 lb 8,442 "# 8,770 "# 3 PIN OK I 2 3,000 lb 44.0 in 66.0 in 450 lb 268 lb 1,550 lb 2,948 "# 4,549 "# 3 PIN OK Level 1 675 lb 402 lb Notes 1 -= Total: S tructural C oncepts E ngineering 1200 N. Jefferson Ste. Stef Anaheim. CAR 807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: NC POWER SYSTEMS Project #: H- 121208 -5 Seismic Forces Configuration: TYPE A SELECTIVE RACK Lateral analysis is performed with regard to the IBC 2006 Sec. 2208.1 and the 2002 RMI Sec 2.7.3. & ASCE 7 -05 sec 15.5.3 Transverse (Cross Aisle) Seismic Load DL per Lvl= 100 lb __.. Ss= 1.429 V= Cs *Ip *(LL*0.67 +1.0 *DL) Cs * Ip= 0.1600 51= 0.489 Ws= (0.67 * PL * PL) + DL V,, 0.015 (RMI Sec 2.5.1.2) Fa= 1.000 = 4,220 lb Eff Base Shear= 0.1600 Fv= 1.511. Cs= 0.67 *2S *Ca /R >= 0..14* 2/3 * Ss * Fa/1.4 Ca= 0.4 *2/3 *Ss *Fa= 0.3811 = 0.1600 Vtransv= 0.16 * (200 lb + 4020 lb) (Transverse) R= 4.0 = 675 lb ASD Loading Ip= 1.0 PLRF= 1.0 Level PL (Product Load) PL *0.67 *PLrf DL hi wi *hi F R *hi 1 3,000 lb 2,010 lb 100 lb 44 in 92,840 225.0 lb 9,900 -# 2 3,000 lb 2,010 lb 100 lb 88 in 185,680 450.0 lb 39,600 -# Longitudinal (Downaisle) Seismic Load 4,020 lb 200 ib W=4220 lb 278,520 675 lb 1= 49,500 Ws= (0.67 * PL,1 * PL) + DL = 4,220 lb Eff Base Shear= 0.0953 T= Cs * Ip= 0.67*1.2*Cv /(R*T ^0.66) >= Vmin2 Vlong= 0.0953 * (200 lb + 4020 lb) PL : = 0.0953 = 402 lb ASD Loading (Longitudinal ) R= 6.0 Vm 0.015 V, 0.14 'S&Fana= 0.0953 Cv= 2/3 *S1 *W= 0.4926 Level Pt (Product Load) PL *4.67 *PLrf DL hi wi *hi A 1 3,000 lb 2,010 lb 100 lb 44 in 92,840 134.0 lb I 2 3,000 lb 2,010 lb 100 lb 88 in 185,680 268.0 lb 4,020 lb 200 lb W=4220 lb 278,520 402 lb S tructural C oncepts E ngineering 1200 N. JeffersomSte.Stet Anaheim. 928007 Tot 714632.7330 Fax: 714.632.7763 Downaisle Seismic Loads Determine the story moments by applying portal analysis. The base plate is assumed to provide no fixity. Typical {came made Tributary area °Ciwa co umns Seismic Story Forces - - ofrack Frame Vlong= 402 Ib Vco1= Vlong /2= 201 Ib F1= 134 Ib F2= 2681b F3= 0 Ib Seismic Story Moments Mbase -max= 0 in -Ib < = == Default capacity Mbase -v= (Vcoi *hleff) /2 = 4,221 in -Ib < = == Moment going to base Mbase-eff= Minimum of Mbase -max and Mbase -v = 0 in -Ib LEVEL 1 2 By: S.P. S tructural C oncepts Engineering 1200 N. Jeffersaa Ste. Ste' AT aheim. CA 92807 Tel: 714 632.7330 fax: 714.632.7763 By: S.P. Project: NC POWER SYSTEMS Project #: H- 121208 -5 Column Configuration: TYPE A SELECTIVE RACK Conforms to the requirements of Chapter C5 of the 1996 AISI Cold Formed Steel Design Manual for combined bending and axial loads. Section Properties Loads Axial =P= 3,100 lb Axial Analysis Bending Analysis Combined Stresses Section: LMT LM20 /3x3x14ga Aeff = 0.643 in ^2 Ix = 1.130 in ^4 Sx = 0.753 in ^3 rx = 1.326 in Of= 1.67 E= 29,500 ksi Fe= n ^2E/(KL/r)max ^2 = 78.0ksi Pn= Aeff*Fn = 29,128 lb P /Pa= 0.20 > 0.15 Check: P /Pa + (Cmx *Mx) /(Max *Inc) _< 1.33 P /Pao + Mx/Max <_ 1.33 Pno= Ae *Fy = 0.643 in ^2 *55000 psi = 35,365 lb Max = My /S2f = 41415 in- lb/1.67 = 24,799 in -lb I.x= {1 /[1 -(Qc *P /Pcr)] } ^ -1 = {1 /[1- (1.92 *3100lb /58803lb)] } ^ -1 = 0.90 Iy = 0.749 in ^4 Sy = 0.493 in ^3 iy LOBO in Fy= 55 ksi Crum 08.5 KxLx/rx = 1.7 *44 "/1.326" KyLy /ry = 1 *66 "/1.08" = 56.4 = 61.1 Moment =Mx= 8,442 in - (Column stresses @ Level 1)) Qc= 1.92 (3100 Ib/15171 lb) + (0.85*84421n- 1b)/(24799 in- lb *0.9) = Pao = Pno /S c = 353651b/1.92 = 18,419 lb Kx = 1.7 Lx = 44.0 in Ky =1.0 Ly = 66.0 in Cis 1.0 Pa= Pn /Qc = 29128 lb /1.92 = 15,171 lb Pcr= n ^2E1 /(KL)max ^2 = n ^2 *29500 ksi /(1.7 *44 in) ^2 = 58,803 lb Fe > Fy/2 Fn= Fy(1-Fy /4Fe) = 55 ksi *[1 -55 ksi /(4 *78 ksi)] = 45.3 ksi 0.53 < 1.33, OK (EQ C5 -1) (3100 lb/18419 lb) + (8442 in- 1b/24799 in-lb) = 0.51 < 1.33, OK - (EQ C5 -2) 0.75 in 1 Myield =My= Sx *Fy = 0.753 in ^3 * 55000 psi = 41,415 in -lb 3.000 in S tructural C oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA°92807 Te1;'714:632.7330 Fax: 714.632.7763 By: S.P. Project: NC POWER SYSTEMS Project #: H- 121208 -5 Beam Loads The beam to column connection is assumed to provide partial end fixity for the beam frame. The end moment calculated herein is added to the lateral force force portal moment when analyzing the connection capacity. Section Properties Beam Member= LPTT LBF356/3.5 "deepx2.75"x0.06° Beam at Level= 1 Beam Type= Formed Ix= 1.140 in^4 Sx= 0.606 inA3 Length =L= 96.0 in Lu= 96.0 in % End Fixity= 25 % 0 = 0.25 Mcenter= 8 *(wL ^2/8) = 0.832*(wLA2/8) = 0 *Mmax(fixed ends) = (wLA2/12)*0.25 = 0.0208 *wL ^2 Bending Deflection Fb= 0.6 * Fy = 33,000 psi Fb-eff= 33,000 psi Live Load /Pair= 3,000 lb Mcenter= 0.104 * wLA2 = 15,375 in -lb M= 15,375 in -lb fb= (M /Sx) /a = 28,996 psi Bending Capcity= 3,994 lb /pair Defl- allow = L/180 = 0.533 in Deflection Capacity= 3,625 lb /Pair Configuration: TYPE A SELECTIVE RACK Dix 5.0 lb/ft Thickness= 0.060 in Beam Shape= Step Impact Factor (a)= (1- 25 %/2)= 0.875 Dead Load /Pair= (5 lb /ft) * 2 * 96 in /12 = 80 lb Mends= 0.0208 *wL^2 = 3,075 in-lb < = == Critical Fy= 55,000 psi Allowable load per beam pair= 3,625 lb fb /Fb= 28996 psi /33000 psi = 0.88 <= 1.0, OK l 8.500 in 2.750 in — —ti 1 .750 in Coeff 8= - = 0.832 Mcenter= Mcenter(simple ends) - 0 *Mcenter(fixed ends) = wLA2/8 - (0.25 * wLA2/12) = 0.104 * wLA2 Dist Load =w= 16.0 lb /in Defl= B * [5wLA4 /(384 *E*Ix)J = [5 *16 lb/in*(96 in) ^4/(384 *29.5x10 ^6 psi * 1.14 in ^4)J *0.832 = 0.438 in <= 0.533 in, OK • .; S t - u ural �• e• s ngineering 1200 N. Jefferson Ste., Ste.F Anaheim.. 92807 Tel: 714.632.7330 Fax: 714.632.7763 by: S.P. Project: NC POWER SYSTEMS Project #:11-121205-5 3 Pin Beam to Column Connection TYPE A SELECTIVE RACK Mconn max• 8,770 in -lb Load at level 1 Shear Capacity of Pin Bearing Capacity of Pin PIN DIAM= 0.44 in Fy= 55,000 psi Ashear= (0.438 in) ^2 * Pi /4 - = -0. -1507 in ^2 - - — Pshear= 0.4 * Fy * Ashear = 0.4 * 55000 psi * 0.1507in ^2 = 3,315 lb Connector Type= 3 Pin Per the19Y6 AISI Cold Formed Steel Manual, Sec E.1.3: tcol= 0.08 in . - Fu= 65,000 psi Omega= 2.22 alpha= 2.22 Pbearing= alpha * Fu * diam * tcol /Omega = 2.22 * 65000 PSI * 0.438 IN * 0.075 IN/2.22 = 2,135 lb < 3315 lb Moment Capacity of Bracket Edge Distance =E= 1.00 in C= P1 +P2 +P3 tclip= 0.18 in = P1 +P1 *(2.5 "/4.5 ") +P1 *(0.5 "/4.5 ") = 1.667 * P1 Mcap= Sclip * Fbending = 0.127 INA3 * 0.66 * Fy = 4,610 in -lb Pclip= Mcap /(1.667 * d) = 4610.1 in-lb/(1.667 * 0.5 in) = 5,531 lb C 12" Thus, P1= 2,135 lb Mconn - allow= [P1 *4.5 " +P1 *(2.5 74.5 ") *2.5 " +P1 *(0.574.5 ") *0.5 "] *1.33 = 2135 LB *[4.5" +(2.574.5 ") *2.5 "+ (0.574.570.5 "J *1.33 = 16,922 in -lb > Mconn max, OK Pin Spacing= 2.D in Fy= 55,000 psi _ - -� Sdip= 0.127 in ^3 SINCE C *d= Mcap = 1.667 AND d= E/2 = 0.50 in S tructural C oncepts E ngineering 1200 N.Jefferson Ste. CA92807 Tel: 714:632.7330 Fax: 714.632.7763 By: S.P. Project: NC POWER SYSTEMS Project #: H- 121208 -5 Transverse Brace Section Properties Diagonal Member = LMT 1 -1 /2x1- 1 /4x14ga - — - Area= 0.278 in ^2 r min= 0.405 in Fy= 55,000 psi K= 1.0 0.c= 1.92 Frame Dimensions Diagonal Member V= Vtransv= 675 lb fa /Fa= Horizontal brace Bottom Panel Height =H= 66.0 in Frame Depth =D= 44.0 in Column Width =B= 3.0 in Ldiag= [(D- B *2) ^2 + (H- 6 °) ^2] ^1/2 = 71.0 in Pmax= V *(Ldiag /D) = 1,089 lb Pn= AREA *Fn = 0.278in ^2 *9475psi = 2,634 lb Pallow= Pn /S2 = 2634 lb /1.92 = 1,372 lb Pmax =V= 675 lb (ki /r)= (k * Lhoriz) /r min = (1x44 in) /0.405 in = 108.6 in Since Fe <Fy /2, Fn =Fe = 24,687 psi Configuration: TYPE A SELECTIVE RACK �I.500 I � � 0.075 � 1 0.79 <= 1.33 OK fa /Fa= 0.19 <= 1.33 OK 1 250 - Movt= I(R *hi) *1.15 _ = 49500in -lb * 1.15 = 56,925 in -lb S tructurat C oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim..CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: NC POWER SYSTEMS Project #: H- 121208-5 Anchors Loads Fully Loaded rack Top Level Loaded Only Anchor Critical Level= 2 Fully Loaded: Top Level Loaded: Vtrans= 675 lb Vtrans =V= 675 lb DL/Frame= 200 lb PL/Frame= 6,000 lb Wst= (0.9 *DL +PL)total= 6,180 lb LL @ TOP= 3,000 lb DL/Lvl= 100 lb DL *0.90 = 90 lb Lateral Ovt Forces= E(R *hi)= 49,500 in-lb Total Dead Load per Bay =DL= 200 lb V1 =Vtop= Cs * Ip * Ws >= 350 lb = 0.16 * (3000 lb) = 480 lb V2 =Vp Cs *Ip *DL = 32 lb Mst= (PL © top + 0.9 *DL- total) *D /2 = (3000 lb + 200 lb *0.9) * 44 in /2 = 69,960 in -lb Configuration: TYPE A SELECTIVE RACK Check (2) 0.5" x 3.25" Embed HILTI KWIIBOLT TZ anchor(s) per base plate. Special inspection is provided per ICC ESR 1917. Pullout Capacity=Tcap= 2,178 lb Shear Capacty=Vcap= 2,839 lb Tcap *Phi= 2,897 lb Vcap *Phi= 3,776 lb Mst= Wst * D/2 = 135,960 in -lb LA. City Jurisdiction? NO Phi= 1.33 (169 lb/3776 I b) ^ 1.66 = _ (0 lb/2897 Ib) ^1.66 + (120 lb/3776 Ib) ^1.66 = Frame Depth =D= 44.0 in Htop -M =H= 88.0 in # Levels= 2 # Anchors /Base= 2 Hgt @ Lvl 2= 88.0 in HboDratio =2 Movt= V1 *Htop *1.15 + V2 * H/2 = 480 lb * 88 in *1.15 +32lb *88in /2 = 49,984 in -lb T= (Movt- Mst) /D = (49984 in -lb - 69960 in-lb)/44 in = -454 lb No Uplift 0.01 <= 1.0 OK 0.00 <= 1.0 OK T 9117F Fl FVATIOIy T= (Movt- Mst) /D = (56925in -lb - 135960 in -Ib)/ = -1,796 lb No Uplift V S tructural C oncepts E n g ineerin g 1200 N. Jefferson Ste. Ste -F Anaheim. CA 92807 Tel: 714.632.7330.. Fax: 714.632.7763 By: S.P. Project: NC POWER SYSTEMS Project #: H-121208-5 Base Plate Section Basepiate= 8x5x3/8 Eff Width =W = 8.00 in Eff Depth =D = 5.00 in Column Width =b = 3.00 in Column Depth =d= 3.00 in L = 2.50 in Plate Thickness =t = 0.375 in Down Aisle Loads Axial Bearing stress =fa = P/A = P /(D*W) = 78 psi Configuration: TYPE A SELECTIVE RACK P = 3,100 lb Moment Stress =fb = M/S = 6 *Mb /[(D *B ^2] — 0.0 psi Moment Stress =fbl.= fb-fb2 = 0.0 psi - - — - S -plate = (1)(t ^2)/6 = 0.023 in ^3 /in . S tructural C oncepts E n g i neering c - =_ 1200 0 200 IU ..leffers n Ste. Ste f Anaheim; CA 92807 Tel: 714.632.7330•fax: 714.632.7763 By: S.P. Slab on Grade 11111111111111111111111111111C 111111lillli 111i lII111I11111IiiII11ii1411 1 illiil111 111 Load Case 1: Product + Seismic - - --• - -- Product DL =DL= 100 lb PL= Product Load= 3,000 lb Puncture Slab Bending SLAB ELEVATION Base Plate B= 8.00 in D= 5.00 in Pu= 1.2 *DL + 0.85 *PL + 1.4 *Pe = 4,4811b Apunct= [(c +t) +(e +t)] *2 *t = 230.0 in ^2' - - Load Case 2: Static Loads DL= 100 lb t Asoil= (Pse *144) /( fsoil) = 633 in ^2 x= (L / = 4.4 in Fb= 5 *(Phi) *(Pc) ^0.5/1.4 = 103.82 psi Project: NC POWER SYSTEMS Project #: H- 121208 -6 Configuration: TYPE A SELECTIVE RACK width=a= 3.00 in depth =b= 3.00 in L= ( Asoil)" 0 5 = 25.16 in • s= w*x^2/2 = (fsoil *x ^2)/(144 *2) = 67.8 in -lb PL= 3,000 lb Baseolate Plan View eff. Plate width =c= 8.00 in eff. Plate depth =e= 5.00 in P- seismic =Pe= (Movt/Frame depth) = 1,294 lb Pse= DL +PL +Pe= 4,394 lb DL LL D Transverse Elev DL Concrete Soil Pc= 2,000 psi fsoil= 1,000 psf tslab =t= 5.0 in Movt= 56,925 in -lb phi =0= 0.65 Frame depth= 44.0 in Fpunct= 2.66*phi*sqrt(fc) = 77.3 psi fv /Fv= Pu /(Apunct *Fpunct) = 0.252 - "<= 1.0 OK y= (c*e)^03 + t *2 = 16.3 in 5 -slab= : 1*t^2/6 = 4.17 in ^3 fb /Fb= M /(S- slab *Fb) = 0.157 <= 1.33, OK DL +LL =Ps= 3,100 lb (Strength Design Loads) Puncture Pu= 1.2 *DL + 1.4 *PL = 4,320 lb Apunct= [(c +t) +(e +t)] *2 *t = 230 inA2 Fpunct= 2.66 *phi *sgrt(Pc) = 77.3 psi fv /Fv= Pu /(Apunct *Fpunct) = 0.243 < =1.0 OK Slab Bending Asoil= (Ps *144) /( fsoil) = 446 ft ^2 x= (L / = 2.4 in F•= 5 *(phi) *(ft)^05/1.4 = 103.82 psi L= (Asoil) ^0.5 = 21.13 in M= w *x ^2/2 = (fsoil *x ^2)/(144 *2) = 20A in-lb y= (c *e) ^0.5 + t *2 = 16.3 in S -slab= 1 *t ^2/6 = 4.17 in ^3 1b/Fb= M /(S- slab *Fb) = 0.046 <= 1.0, OK Component Description STRESS Column Fy=55Ksi LMT LM20/3x3x14ga P=3100 lb, M=13266 in-lb 0.65-0K —. Column Backer None __.............None-- 96 in None - - N/A Beam Fy=55Ks1 LM 1: LMTLI3F356/3.5%leepx2.75"x0.06" Lu=96 in Capacity: 3625 lb/pr 0.83-OK Beam Connector Fy=55Ksi Lvi 1: 3 PIN OK I Mconn=10275 in-lb Mcap=16922 in-lb 0.61-0K Brace-Horizontal Fy=55Ksi LMT 1-1/2x1-1/4x14ga 0.09-0K Brace-Diagonal Fy=55Ksi LMT 1-1/2x1-1/4x14ga 0.38-0K Base Plate Fy=36Ksi 8x5x3/8 1 Axity= 0 in-lb 0.29-0K -*Anchor 2 perfiase 0.5" x 3.25"-enhed HIL'TIKWIIG3OLTIZ !crew 1917; SPECIAL INSPEC. REQD, (T=76 lb) 0.01-0K Slab 5" thk x 2000 psi slab. 1000 psf Soil Bearing Pressure 0.31-0K IBC 2006 Seismic Criteria # Bm Lvls Frame Depth Frame Height * Diagonals Beam Length Ss=1.429, Fa=1 2 - 30 in • 120 in 2 96 in S tructural C oncepts En 1200 N. leffersosn'Ste.'Stec Anaheim:CA 92807'Te1 14.13321330fax: 714.632.7763 By: S.P. Project: NC POWER SYSTEMS Project #: H-121208-5 Configuration & Summary: TYPE B SELECTIVE RACK iT 120" Level Load Per Story Force Story Force Column Column Conn. Beam Level (PL) Beam Spcg Brace Transv Longit. Axial Moment Moment Connector I 1 3,000 lb 68.0 in 54.0 in 294 lb 175 lb 3,100 lb 13,266 "# 10,275 "# 3 PIN OK 2 3,000 lb 20.0 in 54.0 in 381 lb 227 lb 1,550 lb 1,134 "# 3,642 "# 3 PIN OK Total: 675 lb 402 lb Notes 1 Component Description STRESS Column Fy =55Ksi LMT LM20 /3x3x14ga P =3100 lb, M =14874 in-lb 0.78 -OK cker— None None- 2 None N /A ----- - Beam Fy =55Ksi Lvi 1: LMT LBF356 /3.5 "deepx2.75"x0.06" Lu =96 in Capacity: 3625 lb/pr 0.83 -OK Beam Connector Fy =55Ksi Lvl 1: 3 PIN OK , Mconn =10952 in-lb Mcap =16922 in-lb 0.65 -0K Brace - Horizontal Fy =55Ksi LMT 1 -1 /2x1- 1 /4x14ga 0.09 -OK Brace - Diagonal Fy =55Ksi LMT 1 -1 /2x1- 1/4x14ga 0.38 -OK Base Plate Fy =36Ksi 8x5x3/8 I Rxity= 0 in-lb 0.29 -OK Anchor 2 per ease 1 0:5• x 3.2S" erthed HILT! KWIKBOLTTZ ICC £SR 1917, SPECIAL INSPEC. REQD, (T =152 lb) 0.01 -OK Slab 5" tltk x 2000 psi slab. 1000 psf Soil Bearing Pressure 0.32 -0K IBC 2006 Seismic Criteria # Bm Lvls Frame Depth Frame Heigh * Diagonals Beam Length -` -- Ss= 1.429, Fa =1 2 30 in 120 in 2 96 in S tructural C oncepts E ngineering 1200 N. 1effetstm'Ste: Ste'•F'Anaheim. CA '92807 Tel: 714:632.7330 Fax: 714.632.7763 Level Configuration & Summary: TYPE C SELECTIVE RACK By: S.P. Project: NC POWER SYSTEMS Project*: H- 121208-6 T 16" 76" 120" 96" Load Per Story Force Story Force Column Column Conn. Beam Level (PL) Beam Spcg Brace Transv Longit. Axial Moment Moment Connector 1 3,000 lb 76.0 in 54.0 in 305 lb 182 lb 3,100 lb 14,874 "# 10,952 "# 3 PIN OK I 2 3,000 lb 16.0 in 54.0 in 370 lb 220 lb 1,550 lb 880 "# 3,515 "# 3 PIN OK Total: - �� =��;( March 31, 2009 Jim Paoletti 3500 W Valley Hwy Suite 101 Auburn, WA 98001 RE: CORRECTION LETTER #2 Development Permit Application Number D09 -036 NC Power — 7220 S 180 St Dear Mr. Paoletti, This letter is to inform you of corrections that must be addressed before your development permit(s) 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, Planning, and Public Works Departments have no comments. Fire Department: Al Metzler at 206 -575 -4407 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete 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. I have also enclosed a Non - Residential Sewer Use Certification that must be completed prior to issuance of the permit. 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, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D09 -036 • City of Tukwila Department of Community Development Jack Pace, Director P:\Perrnit Center\Correction Letters\2009\D09 -036 Correction Letter #2.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Date: Project Name: Address: Permit #: Plan Reviewer: Fire Prevention Bureau Review Memo March 30, 2009 NC Power Rack Storage 7220 S 180 St. D09 -036 Al Metzler, Fire Project Coordinator Tukwila Fire Prevention Bureau 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. Adequate fire sprinkler density must be verified to determine if fire sprinkler protection is appropriate for proposed commodity storage. Please indicate existing fire sprinkler density of the proposed storage area. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206 - 575 -4407. No further comments at this time. r March 19, 2009 Jim Paoletti 3500 W Valley Hwy Suite 101 Auburn, WA 98001 RE: CORRECTION LETTER #1 Development Permit Application Number D09 -036 NC Power — 7220 S 180 St Dear Mr. Paoletti, This letter is to inform you of corrections that must be addressed before your development permit(s) 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, Planning, and Public Works Departments have no comments. Fire Department: Al Metzler at 206 -575 -4407 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete 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. I have also enclosed a Non - Residential Sewer Use Certification that must be completed prior to issuance of the permit. 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, please contact me at (206) 431 -3670. Sincerely, encl File No. D09 -036 Bill Rambo Permit Technician • airy of 7'u "la Department of Community Development Jack Pace, Director P:\Permit Center\Correction Letters V009009-036 Correction Letter #I .DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Date: Project Name: Address: Permit #: Plan Reviewer: Fire Prevention Bureau Review Memo March 18, 2009 NC Power Pallet Racks 7220 S 180 St D09 -036 Al Metzler, Fire Project Coordinator Tukwila Fire Prevention Bureau 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. Provide a detailed description of the commodities to be stored on the racks. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206 - 575 -4407. No further comments at this time. Blank Page 1 of 1 Alan Metzler - NC Power From: "Jim Paoletti" To: Date: 03/25/2009 1:39 PM Subject: NC Power Al, Thanks you for your help on this. Wire decription - solid copper with insulation like on a extension cord around it. coiled like a garden house laid on wood pallet Please let me know if there is any further info you need. Thanks again Jim Jim Paoletti Raymond Handling Concepts Cell - 206 - 391 -7370 Office 253 - 333 -2100 file: / /C:\Documents and Settings \metzler -a \Local Settings \Temp\XPgrpwise \49CA3427tu... 03/25/2009 ACTIVITY NUMBER: D09 -036 PROJECT NAME: NC POWER SITE ADDRESS: 7220 S 180 ST Original Plan Submittal X Response to Correction Letter # 2 - DATE: 04 -01 -09 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF C9MPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUT G: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 • _ • Ito to PLAN REVIEW /ROUTING SLIP n Structural Incomplete Approved with Conditions AA A-w( L Fire Prevention Planning Division Permit Coordinator DUE DATE: 04-02-09 DATE: Not Applicable DUE DATE: 04 -30 -09 Not Approved (attach comments) DATE: U rr n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Building Division Public Works Complete Comments: Please Route Documents/routing slip.doc 2-28-02 • ENO tf-VUND Y PLAN REVIEW /ROUTING SLIP TUES/THURS ROUTING: REVIEWER'S INITIALS: ACTIVITY NUMBER: D09 -036 PROJECT NAME: NC POWER SITE ADDRESS: 7220 S 180 ST Original Plan Submittal X Response to Correction Letter # 1 _ DATE: 03 -23 -09 Response to Incomplete Letter # Revision # After Permit Issued APPROVALS OR CORRECTIONS: 4M kimA `x -30-09 Fire Prevention 1 J Structural Incomplete Structural Review Required Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DATE: DATE: Planning Division Permit Coordinator DUE DATE: 03-24-09 Not Applicable No further Review Required u Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: DUE DATE: 04 -21-09 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: ( / � Departments issued corrections: Bldg ❑ Firear Ping ❑ PW ❑ Staff Initials: VW� ACTIVITY NUMBER: D4-036 DATE: 03 -12 -09 PROJECT NAME: NC POWER SITE ADDRESS: 7220 S 180 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: V1�9, *ding Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS RO ING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY. PLAN REVIEW /ROUTING SLIP AA cLub4 IAN? Fire Prevention Structural Incomplete n ❑ Permit Coordinator DUE DATE: 03-17-09 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required Ti No further Review Required Ti DATE: DUE DATE: 04-14-09 Approved I Approved with Conditions Ti Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Planning Division Not Applicable n Permit Center Use Only CORRECTION LETTER MAILED: 1 Departments issued corrections: Bldg ❑ Fire Ping ❑ PW ❑ Staff Initials: we • City of Tukwila REVISION SUBMITTAL i 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: D09 -036 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: NC POWER Project Address: 7220 S 180 St Contact Person: 77M - P iot� (-4-11 ) • Phone Number: 2 6 ]57 - 7J 7° Summary of Revision: /VO SP2I 4J/Ca S. Sheet Number(s): 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 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1?" in Permits Plus on \applications \forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director I. REVISION SUBMITTAL i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: • City of Tukwila ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: NC POWER Project Address: 7220 S 180 St 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 Contact Person: ClJ'l.ti,A -J�7/ Phone Number: ''3Y/ - 7'77e) Summary of Revision: eff >$4 4404 f wgA • p.•;11:01 "Joe/4 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: Entered in Permits Plus on " 1!)- \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: D09 -036 Steven M Mullet, Mayor Steve Lancaster, Director Mean cY MAR 2 3 2003 .• MIT CENTER Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 FEDERATED MUTUAL INS CO 1090263 07/22/2001 Until Cancelled 01/01/1980 $12,000.00 09/28/2001 1 FEDERATED MUTUAL INS CO 1090263 04/28/1997 07/22/2001 $6,000.00 Name Role Effective Date Expiration Date RAYMOND, STEPHEN 01/01/1980 KOEL, STEVE 01/01/1980 STERNBERG, PAUL 01/01/1980 GABORRO, ALEX 01/01/1980 Untitled Page • • General /Specialty Contractor A business registered as a construction contractor with LW 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 Phone Address Suite /Apt. City State Zip County Business Type Parent Company RAYMOND HANDLING CONCEPTS CORP 2533332109 41400 BOYCE ROAD FREMONT CA 94538 OUT OF STATE Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 601785727 ACTIVE RAYMOHCO34KB CONSTRUCTION CONTRACTOR 5/2/1997 10/5/2009 GENERAL UNUSED Business Owner Information Bond Information https://fortress.wa.gov/lni/bbip/Detail.aspx Page 1 of 2 04/13/2009 yI ---"' 3 " COLUMN NOTES: USE @ ALL COLUMN / BASE LOCATIONS TYP. DESCRIPTION BASE PLATE: 8" x 5" MATERIAL 3/8" THICK PLATE STEEL YIELD ASTM A36,, Fy =36,000 PSI 2 1/2 2 5/16'Yd _,_.........•. ' SAFETY PIN DESCRIPTION 3 -1 /2" BEAM (LBF356) MATERIAL 16 GAGE \STEEL YIELD 1 7/8" ASTM A570, Fy= 55,000 PSI DYP. /1 8" V3/4" DESCRIPTION MATERIAL STEEL YIELD 7/1,6 "G GFI,5 RIVET 7/8 "- 1 112" 1/8"17 3 1/2" <TIP. 3 1/8" TYP. > / 811 DESCRIPTION 3 -PIN CONNECTOR NOTES: MATERIAL 7 GAGE USE @ ALL BEAM TO COLUMN STEEL YIELD j ASTM A570, Fy =55,00O PSI CONNECTION LOCATIONS TYP. 3/4" NOTES: USE @ ALL BEAM LOCATIONS TYP. COLUMN: LM 20 14 GAGE STEEL. ASTM A570, Fy=55,000 PSI DESCRIPTION MATERIAL STEEL YIELD 14 DESCRIPTION DESCRIPTION SIZE Ede R# 44" 4" 44" BRACING: HORIZ. & DIAG. 14 GAGE STEEL,. ASTM A570, Fy=55,000 PSI TYPE A SELECTIVE RACK 96" FRONT VIEW STORAGE RACK ELEVATION 3 1/4" MIN. EMBED. HILTI KWIK BOLT TZ ANCHOR 1/2" DIA. X 3-1/4" MIN. EMBEDT. 1917 11" V11/4" <TYP. —1/2" 66" 66" BASE PLATE 44" SIDE VIEW 1 1/2"-;! NOTES: USE @ ALL BRACE LOCATIONS TYP. F.F. NOTES: SEE NOTE #4 FOR ANCHOR SPECS 20" 120" 68" HORIZ. BRACE DIAG BRACE DESCRIPTION NOTES TYPE B SLECTII'E RACK 96" FRONT VIEW s. 120" - ROW SPACER f NOT A DEPICTION OF THIS PROJECT GENERAL RACK VIEW 1 '' 7i' TYPE C SELECTIVE RACK 96" FRONT VIEW 54" 54" 30 " SIDE VIEW GENERAL PROJECT NOTES 1. DESIGNED PER THE REQUIREMENTS OF THE 2006 IBC 2. SEISMIC DESIGN CRITERIA: Sa = 1.429,. S1 = 0.489, Fa 1.0, Fv == 1.511. 3. STORAGE CAPACITY : 3000# PER LEVEL. 4. ANCHORS HI _TI KWIK BOLT TZ. ESR # 1917, 1/2'0 x 3 -1 /4''!MIN. EM 3ED. (2) ANCHORS PER BASE PLATE 5. SPECIAL INShECTION REQUIRED DURING ANCHOR INSTALLATION. 6, CONCRETE SLAB ON GRADE THICKNESS & COMPRESSIVE STRENGTH, 5" THICK x 2000 PSI 7, SOIL BEARING PRESSURE 1069 PSF 8, ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS S'ANDARE) SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS E1 PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREAANDSHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT. 9. ALL BOLTS GRADE 5 OR BETTER, INSTALL TO SNUG TIGHT FIT OR BETTER 10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BYAW > CERTIFIED WELDERS''USING E70XX ELECTRODE OR BETTER. FIELD WELDS, IF ANY„ SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED DEPUTY INSPECTOR. 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 15'' BETWEEN TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. FILE COPY Permit No. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Fief .y and conditions is acknowledged: RECEIVED CITY OF TUKVVILA MAR 1 1 2009 PERMIT CENTER Data ;T L \1L 3 D City Of Tukwila BUILDING 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 mct/ f-1 'ude additional plan review fees. REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2009 City of Tukwila BUILDING DIVISION MAR 0 2 2009 w 0 z 0 0 I5 z J 0 z 2 0 z 0 co ro F dd G W 0 in JOB NO SHEET 110. SCE 1'` OF 1 H- 121208; -5 VV i THE DESIGNS, CONCEPTS, AND FEATURES DEPICTED OR DESCRIBED HEREIN ARE THE EXCLUSIVE PROPERTY OF RAYMOND HANDLING CONCEPTS CORPORATION OR ITS REPRESENTED MANUFACTURERS AND ARE SUBMITTED IN CONFIDENCE. PERMISSION TO USE OR REPRODUCE IN ANY WAY THIS PROPRIETARY INFORMATION IS EXPRESSLY WITHHELD. © 1989 -2009 RAYMOND HANDLING CONCEPTS CORP. C ILA lb 'd CD i // bo9o3 6 DATE 02/25/09 CHECKED \C POWER SCALE 3/8 " =1'0" DRAWN BY S.L. REVI 'W D FOR — CODE COMPLIANCE PPRIVED APR 0 9 2009 City of Tukwila BUILDING DIVISION CITY OF T! V KWILA MAR 1 7 2U09 PERMIT CENTER DRAWING NO. 1 PROJECT 9120 SHEET 1 OF 1 NUMBER NAME 9120ncp REV. J 40 F r Ir CCJ CN 5 0" THE DESIGNS, CONCEPTS, AND FEATURES DEPICTED OR DESCRIBED HEREIN ARE THE EXCLUSIVE PROPERTY OF RAYMOND HANDLING CONCEPTS CORPORATION OR ITS REPRESENTED MANUFACTURERS AND ARE SUBMITTED IN CONFIDENCE. PERMISSION TO USE OR REPRODUCE IN ANY WAY THIS PROPRIETARY INFORMATION IS EXPRESSLY WITHHELD. © 1989-2009 RAYMOND HANDLING CONCEPTS CORP. t1, I ; C) nr ((ID n (D1 in «-- ( 4 0 TI f I IC PO ER SCALE 3/16=1'0 DRAWN BY S.L. REVIEWED FOR CODE COMPLIANCE A Fl(I)VD APR 0 9 2009 City of Tukwila pii,ILDI,NG DIVISION I RECEIVED CITY OF TUKVVILA MAR • 1 2009 PERMIT CENTER PROJECT NUMBER 9120 SHEET 1 OF 1 b r n , D shin crt n DATE 02/25/09 CHECKED FILE NAME 9120ncp REV. DRAWING NO. 1