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HomeMy WebLinkAboutPermit D11-037 - KOTIS DESIGNS - STORAGE RACKSKOTIS DESIGN 1165 ANDOVER PK W BUILDING B Dl 1 -037 City olliTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206- 431 -3665 Web site: htqx//www.ci.tulcwila.wa.us Parcel No.: 3523049097 Address: 1165 ANDOVER PK W TUKW Suite No: Project Name: KOTIS DESIGNS DEVELOPMENT PERMIT Permit Number: D11 -037 Issue Date: 03/23/2011 Permit Expires On: 09/19/2011 Owner: Name: WALTON CWWA SOUTHCENTER 4 L Address: C/O CTMT - WALTON RE TAX , 4678 WORLD PARKWAY CIR 63134 Contact Person: Name: MIKE SORENSON Address: 1100 SW 7 ST , RENTON WA 98057 Contractor: Name: NORTH WEST HANDLING SYSTEMS INC Address: 1100 S.W. 7TH STEET , RENTON, WA 98055 Contractor License No: NORTHWH275JF Phone: 206 818 -4488 Phone: 206 255 -0500 Expiration Date: 10/09/2011 DESCRIPTION OF WORK: INSTALL EXISTING USED RACKING AND SHELVING FOR STORAGE OF CLOTHING. Value of Construction: $0.00 Fees Collected: $338.46 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: IIIB Occupancy per IBC: 0024 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 011 -037 Printed: 03 -23 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie N N N • • Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Public: Non - Profit: N Public: Date: Crb 141 ned this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not pr construction or the performance of work. to this permit. Signature: Print Name: rlC.� e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit and agree to the conditions attached Date: 3(.2 e/ c>C/`telet. d 0.� 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: 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: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspec:tion report shall be prepared by the approved special doc: IBC -7/10 D11 -037 Printed: 03 -23 -2011 inspection agency and shall be submitted tip Building Official prior to and as a condition tal inspection approval. 7: 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. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: 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. (EEC Chapter 23) (NFPA 13) 14: 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) 15: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinlder head deflectors in sprinklered areas of buildings. (IFC 315.2.1) 16: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 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. (EEC 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: 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) 23: 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) (EEC doc: IBC -7/10 011 -037 Printed: 03 -23 -2011 104.2) 0 • 24: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D11 -037 Printed: 03 -23 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us 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: 1 165- AvtdaYtr Park V✓ Tenant Name: Ko f'1 S tz s ij4i r / Property Owners Name: k. @der- ,Ma # A ,/S �J �. j p� ., King Co Assessor's Tax No.: `" 0 l - 4O T-1 Suite Number: Floor: ( New Tenant: Yes ❑ ..No g A 3 / S i4w,tder t3/Jr�/ -, Sit Cr —�`" Cy ,4 98 /SS Mailing Address: `'� ��� State Zip City Name: A / kt S;re44 S Day Telephone: ac96 ' v> 8- 1/11$ Mailing Address: (1 i 0 S li✓ i ST- p12eryze , svSS 7 City State Zip Fax Number: 4?- 5- c),ae- (39 y6 E -Mail Address: !/31 SGrartSGn e h i✓ S . (0.'1 Company Name: No r /-1 We-s. D' Mailing Address: /7 O v SGt/ '7 ` . .S- Contact Person: /1' ke_ %.--jr- 2Ntso, E -Mail Address: 4✓1 S O re*, s o-t @ n w ti S• Cow, Contractor Registration Number: ,/(/o r'i1 W 11 02? 5 S F f ?-i eke) City t v,4 CPe0S 7 State Zip Day Telephone: 3-66 X118- 4 Y ?6' Fax Number: Expiration Date: / £/q 61:91 i Company Name: Mailing Address: State Zip Contact Person: E -Mail Address: Day Telep o Fax Number: Company Name: (i?ct GI< .eS yti 41P t/ Cep l /-� iYia�w� S7 - /[o./T f�f • 4" "4- �C City al 4 ✓! Day Telephone: Mailing Address: ' VV t "a- / Contact Person: GA r- 7 E -Mail Address: HAApplications\Fomu- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh c6 State wig -c>`/D Zip -38/D Fax Number: e «i- 0 -3Ef3 Page 1 of 6 Valuation of Project (contractor's bid price): $ S', 5-00 Existing Building Valuation: $ Scope of Work (please provide detailed information): _TA S A // o l -a k1 o.tal S herfr,I, 4 r S61.ei- tee ,;G /0"4, ,, A'_�` tc S -/ �p�� .�l•,e�� ✓�//errt.7',Tl ,eY� >i.4Gr-7, r1� Cr Sff ear i -I CU7 i try S 1 ft ea hero l 1 Pv%4 ✓'Q /`/4 S -a • _ - Will there be new rack storage? [Yes 0.. No If yes, a separate permit and plan submittal will be required. 4 .t sp lC q � ! .,�A 4 u` 4 .. a. r�!+±dst1•rj - 1 fl :Ie�� �1 . Addit1Or tU � , ��a d .ati I Fd 4 �` .r s �:, "S ( tl c y o P 2 ,.. S nryy�..F pGY!v+VY IBO •' � 5' G ii II ' 5H \ k. r � J'" 3 � IA u• Ltt yk Fy i.W 1 H}l\ (�bnFT �i 5G �LL 4 A PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches *For an Accessory dwelling, provide the following: Lot Area (sq ft): *Provide docu on that shows that the principal owner lives in one of the dwellings as his or her primary residence. erhangs greater than 18 inches) loor area of principal dwelling: Floor area of accessory dwelling: arking Stalls Provided: Standard: Compact: Handicap: No If "yes ", explain: Will there be a change in use? ❑ Yes FIRE PROTECTION/HAZARDOUS MATERIALS: Er-- 7 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 Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — • sys em, provide 2 copies of a current septic design approved by King County Health De H:\ApplicationsTomu- Applications On Line\2010 Applications \7 -2010 - Permit Appliestion.doc Revised: 7-2010 bh Page 2 of 6 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHO AGENT: Signature: Print Name: Date: eV .Z0 f / Day Telephone: t 6- SCg' w S' e Mailing Address: Poe. s `✓ 716 S T 900 City State IDate Application Accepted: Date Application Expires: HA Applications On Line \2010 Applications \7.2010 - Permit Application.doc Revised: 7 -2010 bh oettMIt Zip Staff Initials: 4,...i i Page 6 of 6 • City of Tukwila f y Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http../Iwww.ci.tukwila.wa.us Parcel No.: 3523049097 Address: 1165 ANDOVER PK W TUKW Suite No: Applicant: KOTIS DESIGNS RECEIPT • Permit Number: D11 -037 Status: APPROVED Applied Date: 02/16/2011 Issue Date: Receipt No.: R11 -00565 Initials: User ID: Payee: JEM 1165 Payment Amount: $206.90 Payment Date: 03/23/2011 12:15 PM Balance: $0.00 MICHAEL J SORENSON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 01557C ACCOUNT ITEM LIST: Description 206.90 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 202.40 640.237.114 4.50 Total: $206.90 doc: Receiot -06 Printed: 03 -23 -2011 • 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 Parcel No.: 3523049097 Address: 1165 ANDOVER PK W TUKW Suite No: Applicant: KOTIS DESIGNS RECEIPT Permit Number: D11 -037 Status: PENDING Applied Date: 02/16/2011 Issue Date: Receipt No.: R11 -00298 Initials: User ID: JEM 1165 Payment Amount: $131.56 Payment Date: 02/16/2011 11:34 AM Balance: $206.90 Payee: MICHAEL J SORENSON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 063314 ACCOUNT ITEM LIST: Description 131.56 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 131.56 Total: $131.56 doc: Receipt -06 Printed: 02 -16 -2011 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V` 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 0(t -637 Project: a lS. 01- 1 c-. Type ;Inspectio .r /Li 1.5., . 1 1 ' A6 Address: 1 I(05 AdOJJ_r%/ Date Called: Special Instructions: 0 S i l0'1- 'v ( -0% Date Wanted: -7 - 7-Z - I( ' a.m. p.m. Requester: Pho one :3 i3 Q r 8 NiA, Approved per applicable codes. Corrections required prior to approval. CO MENTS: ` -iQl'rki o: Date: 7- Z2- // INSPECTION FEE REQUIRED. Prior fo next inspection. fee must be aid at 6300 Southcenter Blvdd.. Suite 00. Call to schedule reinspection. z INSPECTION RECORD ����� Retain a copy with permit INSPECTION NO. PERMIT No! CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspe lion: Address: Date Ca led: Special Instructions: 4 Date Wanted: 3 3/ // a.m. Requester: '-"— Phone No: Approved per applicable codes. COMMENTS: //A EJCorrections required prior to approval. Ok 7a /o61' ❑ $60.00 REINSP CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 So hcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 1 • 'Date: AA- ! V .� INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION `. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: ,e-laT,6 r s'6AJS Type of Inspection: fiAmi Z. Address: / /G-. 4 AM OVA'"? a /e. exi Date Called: Special Instructions: Date Wanted: a.ni. Requester: Phone No: QcG - 83/8 -yy8/ Approved per applicable codes. Corrections required prior to approval.' COMMENTS: & Slress Z.:5 -Av.) r..,— ,s../-',v 40,l %j A. 4,.G' A dr// _ ,t%g2' i s ■ Ins.pec Date: aPe E SPECTION FEE REQUIRD. Prior t next inspection. fee must be p id at 6300 Southcenter Blvd.. Suite 10 . Call to schedule reinspection. e WI r INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 20b -575- Project: Type of Inspection: v E-sAvA c L ' 1,; v^ 5 9-F1 ,r, Fire Alarm: - o s Des i SY, Address: Suite #: 1 4 �S - ( ov--c geA c . Contact Person: L c n.1 e \ q 1;,. b Permits: Special Instructions: Phone No.: --1,.(._ Ur 2 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: - Hood & Duct: J . v -ksSnl i, cj l._. R 5 k, k- - . v, S c \ 1 4 Av A. c a�,. Permits: Occupancy Type: C-3) \---‘;--i.. *--Fiv-„L oi...... --1,.(._ Needs Shift Inspection: Sprinklers: Fire Alarm: - Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: 7 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of a\ulila ,Fgance Deartment C11 to stedle re ectiri {. Billing Address Attn: Company Name: Address: City: State: Word /Inspection Record Form.Doc 6/11/10 Zip: T.F.D. Form F.P. 113 Cz� INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 40/o - 3s'e air - o -) PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT • 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407. Project: 1 e 04.. S 0 e 3, "/. ,i Type of Inspection: Address: J / G S .4"). Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Date: Fire Alarm: Hood & Duct: / Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: FM$ j Date: c / /'J /i Hrs.: / $100:00 REINSPECTION FEE REQUIRED..tou will receive an invoice from tFie City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: • City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • 1l INSPECTION NUMBER . INSPECTION RECORD Rtailli a copy with permit PERMIT NUMBE CI OF TUKWILA FIRE DEPARTMENT. 444 Andover Park East, Tukwila, Wa. . 98188. 206- 575 - 4407, Project: } r—t Da5;5\r" Fire Alarm; Type of Inspection: r,. S ,!^ . d r _"i _ ar'► L Address: r t Suite #: \ \105 1 r�0 .\ Contact Person: (� L. Led ie.. i k v' 0 . u Special Instructions: (20.1c...., k 46 k Phone No.: FiApproved per applicable codes. corrections requiredaprior to approval. COMMENTS: Sprinklers: Fire Alarm; Hood & Duct: Monitor: Pre- Fire: 6- R ,k t\-.0‘)./Az p- Fc. E. kr r -A r e a. I r _c (20.1c...., k 46 k sx 0,. e, sit - SAAN-s. S-61.A,A- tbr**elk –6-4-45 --.1t1bCk ---- — --- .. . - t p L.ael \1, k E. ,.. ,,; rl- (s l Car c ::Vv I.6 D--4e.4_ evNeN)-e-grer,c... L-N.\--k--;‘,10 +-- ii- Covvy /444 Ce-, G , r'Qwti \C?od c 44-, _ce c , " BRA- 0^4:k t.v., or• orzn Needs Shift Inspection: .. Sprinklers: Fire Alarm; Hood & Duct: Monitor: Pre- Fire: Permits: Occupancy•Type: 1 Ins ector: Font 5 I Date: Hrs.: in $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 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 March 31, 2011 File: 11 -142 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: 1 r Park W. Permit No.: D11 -037 6 ,L-1_ Kotis Design A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NAT IONALI Y ACCEPTED LABORATORY This is to advise you that special inspections are completed on the above referenced project. The following inspection was required and a copy of our report is attached. 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. )/4-vvU Kimberle Anderson President CC: Northwest Handling Systems, Inc. -Thom Drew, Mike Sorenson Tel: (425) 881 -5812 Fax: (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 * Redmond, WA 98073 Field Report 79r26�180thl ve NpE ; Rark 80, Suite hone 425881 5812Fax;425 8815441 Client: NorthWest Handling Systems, Inc. 1100 SW 7th St. Renton, WA 98055 -2939 Contact: Thom Drew Report #: 52247 Project Number: 11 -142 Permit #: Project Name: Kotis Design Address: 1165 Andover Park West Inspection Performed: Proprietary Anchors Date: 3/29/2011 Time: Temperature: Verified anchors to be Hilti KB -TZ 1/2" x 4 1/2" and 3/8" x 3" at representative locations. Verified hole cleanliness and 2" embedment for 3/8" and 3 1/4" for 1/2" anchors. Torque was tested and found meeting 25 ft. lbs. for 3/8" and 40 ft. lbs. for 1/2" anchors using calibrated wrench #132B. All work was found in conformance with approved plans, manufacturer's recommendations and ESR #1917. All new racking noted on D -1 of plans was inspected at this time. Distribution: r ! Distribute Client Distribute Contractor [_] Distribute Engineer L Distribute Owner [ A Distribute Municipality j Distribute Other [ ] Distribute Architect H Distribute Other Inspector: Chandler, Loren Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden BY G. OHANIAN DATE 2 -10 -11 SUBJECT RAdK DESIGN & ENCWINEERINd do. 412 WEST BROADWAY, SUITE #204 (LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO, 1 JOB NO.. RD -15326 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: KOTIS DESIGN 1 165 ANDOVER PARKWAY WEST, BLDG B TUKWILA, WA. 98188 PER IBC 2009 EDITION SECTION 2208 STORAGE RACKS CAPACITY: 4000 # / LEVEL AT TYPE "A" 2000 # / LEVEL AT TYPE "B" 100 # / LEVEL AT SHELVING CALCS. 1 THRU 7 DRAWINGS: RD -15326 REVIEWED FOR CODE COMPLIANCE A PPIZAVFD MAR 21 nil EXPIRES 12-26-11 City of Tukwila BUILDING DIMInty cmoWal.n FEB 16 2011 PERMIT C DV D'31 BY • G. OHANIAN DATE .2 -10 -11 SUBJECT RACK DEOIdN & EN(INEERINc4 CO. 412 WEOT BROADWAY, BUTTE #204 dLENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 2 JOB NO.. RD -15326 144" 4000 #/ LEVEL TYPE "A" 144" BEAM 2000 #/ LEVEL TYPE "B" I x =4.42 Sx =1.44 F Y= 55 KSI. 48" SIDE VIEW SIDE VIEW LOAD PER BEAM + 25% IMPACT LOAD (4Kx.88) +(2Kx.25) = 4- = 2.0K BEAMS M= 8 2 = 36 "K S R= 1.09 <1.44 384.WLE = .57 " <180 =80" x• BY G. OHANIAN DATE 2-10-11 SUBJECT RACK DEOI(4N & EN(INEERIN(4 CO. 412 WEfi1T BROADWAY, OUTTE #204 dLENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 3 JOB NO.. RD -15326 SEISMIC DESIGN V— Rx1 4 xW IBC 2009 (SEC. 2208), RMI SPECS. ASCE 7 -05 (SEC. 15.5.3) Sps =.93 (USGS WEB SITE, "SITE CLASS D ") 1 =1 NO PUBLIC ACCESS R =6 MOM. CONN. R =4 BRACED W =D.L.+ 3 PALLET LOAD TYPE "A" LOAD PER COL. = 2x4.0 K =4.0K 2 cot.. P =.2 DL+ (4.OKx.75) =3.2K W =.2DL+ (4.0Kx.67) = 2.9 K PL V = .32K LONGIT. K V = RANS. .48 TYPE "B" LOAD PER COL. = 2x2.0 K =2.0K 2 coL. P =.2DL+ (2.0Kx.75) =1.7K W =.2GL+ (2.0PLx.67) = 1.6 K V = .17K LONGIT. V = .26K TRANS. LONGIT. SEISMIC Conterminous 48 States 2009 International Building Code Latitude = 47.4441 Longitude = — 122.25449999999998 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D — Fa = 1.0 ,Fv = 1.522 Period So (sec) (g) 0.2 1.400 (SMs, Site Class Co) 1.0 0.728 (SM1, Site Class 0) Conterminous 48 States 2009 International Building Code Latitude = 47.4441 Longitude = — 122.25449999999998 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D — Fa = 1.0 ,Fv = 1.522 Period Sa (sec) (g) 0.2 0.933 (SDs, Site Class Co) 1.0 0.485 (SD1. Site Class Co) .32 K .17 K 6-K 3 -K 6 'K BY ' G. OHANIAN DATE 2-10-11 SUBJECT RAdK DEOI(N & ENdINEERIN(4 d0. 412 WET BROADWAY, pUITE #204 LENDALE, CIA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 4 JOB NO.. RD -15326 COLUMN ANALYSIS COLUMN AT TYPE "A" 3" I M x- 1 M i t =.09" J Fy =55 KSI Ae =.78 Ix =1.19 Se =.8 rx =1.2 ry =1.1 COMBINED STRESS RATIO Pex= (2 =23 f)c =1.8 KL) E2cP _ .75 f2b =1.67 ax =1- Pex = Cmx =.85 COLUMN AT TYPE "B" Fy =55 Ksi A =.53 Ix =.67 Sx =.45 rx =1.1 ry =.62 COMBINED STRESS RATIO Pex = Tr2E.Ix - 13 (KL)2 ax =1- C2cP = 76 Pex Etc =1.8 EIb =1.67 Cmx =.85 BASE PLATE ANCH. TENSION = .23 K ANCHOR SHEAR = .16 K KL 72x1.7 rx - 1.2 =102 KL _ 52 _47 ry - 1.1 - Mn= Se.Fy= 44 Qc.P + f2b.Cmx.M = 78 <1 Pn Mn•ax KL 72x1.7 rx - 1.1 =111 KL_42 _68 ry .62 - Mn= Se.Fy =24 ftc.P +f2b.Cmx.M _ 73<1 Pn Mn.ax (2) -1/2 "0 HILTI KWIK BOLT -TZ ANCHORS PER BASE PL., 3" EMB. ESR -1917 SPECIAL INSPECTION IS REQUIRED 2 Fe =(KL) =28 2 rx 2 Fn =Fy (.658 Ac )= 24 KSI Pn =Fn.Ae = 18 K 2 Fe =(KLj2 =23 rx Fn= Fy(.827 ) = 21 Ac / Pn =Fn.Ae = 11K 3.2 K KSI A c = V'Fy /Fe = 1.4 Ac <1.5 Xc= V'Fy /Fe = 1.53 Xc >1.5 7 3/4 "x5 "x3/8" BASE PLATE 7 3/4" BY G. OHANIAN DATE.2 -10 -11 SUBJECT RAdK DEOI(N & ENCINEERIN( d0. 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 5 JOB NO.. RD -15326 MOMENT AT BEAM CONNECTION .5x.09x1 x65 =2.3 K BEARING CAPACITY OF COL. HOLE 7/16 "0 RIVET A = .1 Fy = 79 KSI Pa = .1x79x.4 = 3 K Ma = (3 Kx4 ") +(1.5 Kx2 ") = 15 "K 3 PIN CONN. CONN. M END - .O1XWI2= 2.9 M — 8.5 "K M — 1 1.4 "K SEISMIC TOTAL OVERTURNING M OT — .48 =99 "K MR = 3.2Kx48 "= 153 "K NO UPLIFT LOAD TO DIAGONAL P= .48Kx2 x60 =1.2K COL. 48 FY =55 KSI Ae =.26 rx =.48 Q =.74 L= 60" Pa = 2.4 K CHECK WELDS Pn= (1_.01L)L.t.Fu = 5.36K 0= 2.55 —11-- —4.2K 0 SIDES .48K lo 48" .48 K M 8.5 "K 1♦' ss ®'� 8.5 "K 11 "K TOP LEVEL LOADING W= .2DL +2.0 Z-2.2 K LOAD PER COL. V= .36 K MOT = .36K x2 x132"= 95 "K COL. MR = 2.2Kx48 "= 105 "K NO UPLIFT BOTH SIDES TYP. t =.07" BY G. OHANIAN DATE 2-10-11 SUBJECT RAdK DEOI(IN & EN(INEERIN( do. 412 WET BROADWAY, SUITE #204 LENDALE, CA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 6 JOB NO.. RD -15326 CHECK SLAB 3200 — 3 '2°' 1000 — 3.2x144=460 °" 460 =21 " M= (42 ) x1000x 2 x12 =844 "# S= 1\2x62 = 72 6 844 = 12 <1.6 V2500 =80 72 48" SHELVING 36" 1 Po SIDE VIEW LOAD PER COLUMN LOAD PER COL. = 6x• 1 K =.3 K 2 COL. P= .1 OL+ (.3 K x.75) =.32K W =.1 DL+ (.3 K x.67) = .30 K V =.03K 3200# 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL LONGIT. SEISMIC .015K .27.K 009K .27 "K .28 K 006K .28"K = .36 K .36 .K 1 •K .03 K 0 BY G. OHANIAN RAdK DENT N & ENdINEERIN(I do. DATE 2-10-11 412 WET BROADWAY, QUITE #204 SUBJECT LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 7 JOB NO.. RD -15326 COLUMN ANALYSIS t =0.09" x F=36 KsI A =.36 S .1 min. = min -.33 COMBINED STRESS RATIO P +M — 58 +2.2= .22 <1.0 a ax OVERTURNING M0T = .03 Kx2x96 "x.66 = 3.8 "K MR = .32K x36"= 11.5 "K NO UPLIFT K1_ 24 __ 72 � .33 Fa = 16.2 KSI Pa =Fa xA = 5.8 K Max= SX•Fb= 2.2 "K .312 K BASE PLATE 1 T =0 ANCHOR SHEAR =.03K (1) -3/8 "0 HILTI KWIK BOLT —TZ ANCHOR PER BASE PL., 2 1/2" EMB., ESR -1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION M _ .36 +.28 = 32 "K CONN.— 2 Ma= 36x.4x.09x.32x2 "x1.33 =1.1 "K L -1 1/2 "x1 1/2 "x3/16" BASE PLATE 5/16" t= 0.09" (13 GA.) F Y= 36KSi • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 17, 2011 Mike Sorenson Northwest Handling Systems Inc 1100SW7St Renton, WA 98057 RE: Incomplete Letter #1 Development Permit Application D11 -037 Kotis Design —1165 Andover Pk W Dear Mr. Sorenson, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on February 16, 2011 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) 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. 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 the Permit Center at (206) 431 -3670. Sincerely, c Bill Rambo Permit Technician Enclosures File: DI 1 -037 W:\Permit Center \incomplete Letters \2011\DI 1 -037 Incomplete Ltr # 1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: February 17, 2011 Project Name: Kotis Designs Permit #: D11 -037 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. This space shows only one legal means of egress exit (garage doors are not considered as an acceptable meet means of egress). In group S occupancies where the occupant load exceeds 29, two means of egress are required. Please provide the following information on the plan: building statistics to show the occupant load, square footage of the tenant space, indicate type of fire protection. (IBC 1004.1, 1015.1, TABLE 1015.1) 2. In addition to item 1), the common path of egress travel distance appears to exceed the allowable travel distance. The length of a common path of egress travel in Group B, F and S occupancies shall not be more than 100 feet, provided that the building is equipped throughout with an automatic sprinkler system. Where a tenant space in Group B, S and U occupancies has an occupant load of not more than 30, the length of a common path of egress travel shall not be more than 100 feet. Provide an egress plan that shows the common paths of egress that lead to the exit(s). Identify the length of the egress paths and indicate emergency illumination. (IBC 1014.3 Exception 1 & 2 & Section 1006) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 6PERMITCOORDCOPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -037 DATE: 03/10/11 PROJECT NAME: KOTIS SITE ADDRESS: 1165 AN DOVER PK W Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after Permit Issued DEP RTMENTS: f I B i ng 'vision I�/ 1 Public Works ❑ Fire Prevention Structural Planning Division nPermit Coordinator Li n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 03/15/11 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route 1c6 Structural Review Required ❑ REVIEWER'S INITIALS: No further Review Required n DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 04/12/11 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • aERMircnoRncoMI PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -037 DATE: 02/16/11 PROJECT NAME: KOTIS DESIGNS SITE ADDRESS: 1165 ANDOVER PK W X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPART ENTS *111 POJ B i ng !vision irevention Public Works ❑ Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Incomplete DUE DATE: 02/17/11 Not Applicable Permit Center Use Only �� � �� INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: - TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 03/17/11 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3//01020 l/ Plan Check/Permit Number: D11-037 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Kotis Design Project Address: 1165 Andover Pk W cvRq � CT, u MAR 10 2011 PERMI?CENTER Contact Person: /4i k Soreks&-> Phone Number: o2496 - g l Wyge Summary of Revision: I� ,-dd 4,'o, ' £ /-' f - be cerc i' ckto r-. I T I D C 4� i Cis d l o-q(�/ 6 i Te4 4,, f f Hte ror e, n QnGr JuM2r1Sio•, s <-40 c.✓I o/► Q CcC a.) %�✓ iJ€ e���s� a i4d sko (.-7 6,-7 et ac air/ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 0M- OtQIII Entered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Filter Friendly Page • Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with Lftl 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 NORTH WEST HANDLING SYS INC UBI No. 600051641 Phone 4252550500 Status Active Address 1100 Sw 7Th St License No. NORTHWH275JF Suite /Apt. License Type Construction Contractor City Renton Effective Date 4/6/1973 State WA Expiration Date 10/9/2011 Zip 980552939 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date FRANCK, JAMES J Cancel Date 01/01/1980 Bond Amount THOMAS, KEVIN A 6 01/01/1980 81S103354822BCM KOSTY, CLARK R Until Cancelled 01/01/1980 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 6 TRAVS 81S103354822BCM 10/01/2001 Until Cancelled $12,000.00 10/09/2001 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 30 NATIONAL FIRE INS ADV4015483385 10/01/2010 10/01 /2011 $1,000,000.00 09/20/2010 29 ACE AMERICAN INS CO PMDG24651605002 10/01 /2008 10/01/2010 $1,000,000.00 09/30/2009 28 ACE AMERICAN INS CO PMDG23858769 10/01/2007 10/01 /2008 $1,000,000.00 09/28/2007 https://fortress.wa.gov/lni/bbip/Print.aspx 03/23/2011 RACK EGRESS H- 72' 48X-1-471-11 4-8X144 1 48X144 12 48X144 1-<ACK TU NIP EL BAYS 1 1 1 1 1 1 72R 48X144 48X144 EXIT _J 83' 6" EXIT /.; 4; 144 48X144 r 1 °cr'"'"' ATE PERMIT IRED FOrt kifechanicid Electrical V City of Tukwila IILDING DIVISION REVIEWED CODE COMPL ;E —Fr k Mk; ,r Ia mom - WARM NORTH FILE COPY Permit No. Plan review approval is subject to errors at nisslons. Approval of construction documents does authorizt the violation of any adopted code or on li‘ liepeipt of approved Field Copy and conditions 16 acialowledged: Date: -3/-?6'7( City Of Tukwlii BUILDING DIVISION ff 111 REvIsiorc No changes shall he made to the scope vvithout prior approval of Building Division, NOTE: iiLvvisions will rquire a new plan submifid . - and may incliwkAnrIrlitionsi plan VP`.'fr,. R EIVED CITY r TUKWILA MO 1 0 7011 PERMIT CENTER MOW - INCOMPLE1 LTR#J. EET M BIER - L.) 1LJ LO LiJ 0 0 ci: (X) 0 - LO V) 0 tr) c■I (1) 0 I° (NI a z (' LLJ Cr: z 0 6 RAWINC; N1.D1flER 31.1 N g . . , � i' ` � :;o1 - �./ ,YP. 5 %' 1 ® /� - - , •�� r,� \- I` • ,, liP og a -1 ) - 0 1 i / x \ In to 1 I r \ \ BOTH SIDES I\ ❑ / I l -� 1 " \ ° 1 , . I �• . f 1 I - - -� I I t - o.os " 1 I I TYP. 1 /8 r 1.5" +73 D 1 TYP t I , -t I m F N 2 3 4 / �%-- z u 1 3 Q a o 1 1 1 a. - - - -- _J \ __ a, \ t=.07" SEC. A —A \ COLUMN AT TYPE "A" - - - - - -- - -� 1 (t 000 L OgpA, q01 �� TYP / we r . 1 5/8" `n C' I 10 e e _ e a a ! a TYP 1 /8 X1:5" i I ' - : d' • 1 O i 111 L� °° e,. :. a e a a ,e ed e, ;� a a • • • I I 1 -- j In I t =.09" \ I t =3/8" :�: I! l �J N 6,, \ SEC. Ilr-'1 I -- - I 7 3/4" - - - - - - - -- - -� B- B COLUMN AT TYPE "B" (2) 3" -1/2 "o ANCHOR BOLTS PER BASE PLATE EMB., (SEE NOTE NO. 4) 7/16"o RIVET �- ASTM A576 -908 G110100 GRACE C-1 NS t =3/16" BASE PLATE DE�'AIL . Ci BAING DETAIL C � BEAM CONNECTION 1 ROW SPACER <::12> [1 1] I POST ern / 1 I i�'i•� I �•e�„ /'� TH'K .� f . Go �✓ =0.09" i I . ' �� Sa 71 „ Vi r 48" O 36" _ ' REVIEWED FOR-- CODE COMPLIANCE �ft�tZ 1 Lu r City of Tukwila BUILDING �n�i�m N IIII Lx) r- opoor.rAmirol t =o.os" -4,.....,........./ 1 < 1 3/8 • COLUMN �\ PC CONN. \ LOCKING PIN I TH'K= 0:07" 1/2.,, F� r (1)-3/8"o 2" �y EMB., /.//1' C-4"" ANCHOR (SEE NOTE 1'. ---S 5/16 BOLT t =3/16" 3/8"o ANCHOR BOLT 2" EMB. w BOLT PER BASE PLATE NO. 4) I POST LO CKING PIN "WB" BEAM --", I �J tt, rn — TAj O. M ! ! d N (Cs b.— MEIMEMEAMMUMBEERMUMM MIIMMEMEMMOCK BASE PLATE DETAIL 5 PC CONNECTOR ®6J WB FRAME CONNECTOR (7J SHELVING SIDE VIEW . 144" 48" 48" 48" 1'44" 48" 48" 48" 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 CR.55 (EXCEPT AS NOTED) 3 -NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP OF THE APPROVED FABRICATOR #FB-00777 (E70XX ELECTRODES) 4 -ALL ANCHORS HILTI KWIK BOLT -TZ ESR -1917 SPECIAL INSPECTION IS REQUIRED 5- CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 6- STORAGE RACK CAPACITY 4000 #/ LEVEL AT TYPE "A" 1000 #I LEVELLATTSHELVING„ 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 (SEE NOTE NO. 6) 8- STORAGE RACKS SHALL BE INSTALLED WITH. A MAXIMUM TOLERANCE FROM THE VERTICAL OF 1/2" IN 10' -0" OF HEIGHT 9 -THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. 10- STORAGE RACK AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY RECEIVE�DD CITY OF TUKWILA 1D3 �.. FEB' 16 2011 �E'RNNTCEidTfR f 1 �- 1 "" 1 • 'o\ 'I I 4 _ \ co r- t O 1 N - - a \ CO -� �- �\ - - \ ! 00 o co N N \-- - p _ - .—\ - / l` o\ .—\ \ \ a In — -- © \ NN\ \ `t 3 O \ 3 \ 1 \ J — -- Ti- \ i. \— O co st d (D '�—�- N l _ � \ 3 � � \ \ N.—. ! \ \ \ ,� JI CV • v0� it .,• '4• •, •,I I. NI 0 00\ \ / c., to \ \ 2 IN \ 1�OH N4w °� W��j cf�Y RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 °° - . o0 �— — .... . -�a- 11 —� . — \ \ •- -.,'.. r ,. ', : 11T , _ 4 (1T 1.. •,, •�: •f.•11 • ' df ' f f dI �'. • rV.� ^♦ r1'. l�' . 1 ' f ' df • A. '1 0 A� y ' ri, SCALE: NONE DRAWN BY: .,a.Ku •. . t. . ... ••; .,.'f�� • r , J .. r .. . 1 .. . • 1 . 1 4000 #/ LEVEL 2000 #/ LEVEL ' DATE: 2 -11 -11 ;33552 �r% � ISTEE /` � /ON:1S" �' PROJCT: KOT I S D E S I G N 1165 ANDOVER PARKWAY WEST, BLDG B, TUKWILA, WA. 98188 STORAGE RACK DETAILS JOB N0. RD -15326 SHEET N0. 1 of 1 !� ,� TYPE f! B !� SIDE VIEW EW TYPE A SIDE VIEW `'