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Permit D04-296 - NORMAC INC - STORAGE RACKS
• • • 44 NORMAC INC 18290 ANDOVER PK W D04-296 Cit y o Tukwila Department of Community Developnew 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 3523049018 Address: 18290 ANDOVER PK W TUKW Suite No: Tenant: Name: NORMAC INC Address: 18290 ANDOVER PK W, TUKWILA WA t Permit Number: Issue Date: Permit Expires On: Steve: M. Mullet, Mayor Steve Lancaster; Director D04 -296 09/28/2004 03/27/2005 Owner: Name: LA PIANTA LP Phone: Address: PO BOX 88028, TUKWILA WA Contact Person: Name: CAMERON OLIVA Phone: 206 - 762 -8395 Address: 94118 AV S, SUITE 2 -A, SEATTLE, WA Contractor: Name: ENGINEERED PRODUCTS INC Phone: Address: 1033 6TH AVE S, SEATTLE WA Contractor License No: ENGINPI0133K Expiration Date: 01 /01/2006 DESCRIPTION OF WORK: INSTALL 64 BAYS OF RACKING WITH HEIGHTS OF 16 -20 FEET ANCHORED WITH BOLTS. Value of Construction: $7,954.00 Fees Collected: $317.77 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: Occupancy per IBC: 0011 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: 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: N ZZ �w QQ JU 00 U) 0 CO W J = CO) U_ w �_j LLQ co) =w t— _ Z h F-- O Z �5 U� O N o E- wW U- O ..Z w U= O Z doc: IBC - Permit D04 -296 Printed: 09 -28 -2004 ,,... City o.t Tukwila Department of Community Development 10 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 1908 Fax: 206- 431 -3665 Web site: ci.tukivila.wa.us Permit Number: Issue Date: Permit Expires On: Steven M. Mullet, Maya' Steve Lancaster, Director D04 -296 09/28/2004 03/27/2005 .1000 Permit Center Authorized Signature: 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 o this permit does not pr ume to give authority to violate or cancel the provisions of any other state or local laws regulating co ruction or the perfor e f work. I am authorized to sign and obtain this development permit. Signature: Date: - y Print Name: 014 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. doc: IBC - Permit D04 -296 Printed: 09 -28 -2004 Z Z. JU v O CO 0 J = CO LL WO L L �d =w E _ Z E- l'- O Zr w U� ON 0 I— WW H0 .Z U= O Z '~ AZ City of Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z Parcel No.: 3523049018 Permit Number D04 -296 Address: 18290 ANDOVER PK W TUKW Status: ISSUED Suite No: Applied Date: 08/13/2004 Tenant: NORMAC INC Issue Date: 09/28/2004 N 0 J = 1-- 1: ** *BUILDING DEPARTMENT CONDITIONS * ** N w 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. U _ Q N d 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to w start of any construction. These documents shall be maintained and made available until final inspection approval is Z granted. 0 Z f_ 4: All construction shall be done in conformance with the approved plans and the requirements of the International ? o Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. v rn 0— 5: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, w any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits v presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila U__ shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Z Building Official from requiring the correction of errors in the construction documents and other data, v co 6: ** *FIRE DEPARTMENT CONDITIONS * ** 0 H 7: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 8: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 9: 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) 10: 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) 11: 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) 12: Maintain fire extinguisher coverage throughout. doc: Conditions D04 -296 Printed: 09 -28 -2004 yi� .s...:r �3i,L,!:»..,:'.%r n w1..�� ,�a ...Jv +� :"� + +u •,.:r:l' +r�_cr <�G�scr'r : '�+.{S4'::tt'eii'ti+.'�z]�iiXi' �• .• it . S � i 4F T/� �f+t.?c ' .{a�.S^ .f`'{, ° .�2ab�Yaa �w; �` $ .y4iiiti'• - Saa� ` ���, �,. .. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 13: 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) 14: 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) 15: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 16: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 17: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 18: High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (IFC 2302) 19: Maintain minimum 6" longitudinal flue space between back -to -back racks. (NFPA 13- 12.3.1.14.1) 20: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 21: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.2.1) 22: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row, and multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted. (NFPA 13- 12.3.1.13) 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Conditions D04 -296 Printed: 09 -28 -2004 Z ~w ¢ � ¢ 2 JU UO UU LLJ J = F^ Co w W J LL j co O = w H O Z W UC) ON off wW LL ui Z U co H� O Z + r• x City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of wo_rkr, Signature: Print Name: 1 Date: ��' a � Z Q w WD U Cl) J = U) L w O 2� 9 LL Q. � W z Zo w LU U O N !C) H- W W: XU 4 O • • Z' W CO) O F - Z doc: Conditions D04 -296 Printed: 09 -28 -2004 CITY OF TUKWILA G) Community Development _impartment a Public Works Department Permit Center 1`905 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 sus -vyay Building Perm....10. Mechanical Permit No. Public Works Permit No. Project No. For office use onl 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 ** A I SITE LOCATION p p King Co Assessor's Tax No.: 31 A D� 1 01 Site Address: -� r 0 u Al b U V L k P 2 K LAAQ r Suite Number: Floor: 2 Tenant Name: k 1V1 A C )IV(, • bQ Q C 14)) AA PA C�-- rA4,11 t CJ` New Tenant: Yes ❑ ..No Property Owners Name: .S C 6- ALL" 9 UJ J A1 tSr1 P AR K Mailing Address: 1 1 1 ? n " , A(lc f. fril A J y #y nd UA,111 D� ( e'Aw) City State 'Lip X �.. CONTACT PERSON: 1 I. _1< t Name: C A M V nt V AJ O L 1 VA Day Telephone: a 0 6 '7 Q'3 7j Mailing Address: `t �l YA A �' f f JA A - �M� L✓/f `e � / 0 0 f City State _ zip E -Mail Address: lAJ r 10 ((J A' M PA [(,T �, 4 - (0- Fax Number: a-0 6 .7 G l ��� 7 GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: /11( (/ J 1� fi� I R �� nn �� � � WC ( AJ Mailing Address: �� 7 au bO L/L /k ��.�12 it WjU , 1 1 Contact Person: >M A k E -Mail Address: Contractor Registration Number: L _ " 1`4 � (/J P 161 1 K Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City State zip Contact Person: Day Telephone: E -Mail Address: ENGINEER OF RECORD – All plans must be wet stamped by Engineer of Record City State } / Zip Day Telephone: � 06 b V ° J L 3 0 V Fax Number: J 06 �. 7 ? B Fax Number: Company Name: Mailing Address: City state Zip Contact Person: Day Telephone: E -Mail Address: \pennits plus \icc changes \permit application (7.2004) Page 1 Fax Number: ( ti Z Z W D UO NO C0 W W = H CO LL WO M QQ LLQ co = W F— _ Z �. �O W �5 U� ON 0H WW H Z U= O Z BUILDING PERMIT INFORMATION - 206 - 431 -3670 ll� UU ^aluation of Project (contractor's bid price): $ C f ' J Existing Building Valuation: $ Scope of Work (please provide detailed information): t J 6 /�� .(- o r, AA" Ul AJV w 1-f /(ZI04 a r Will there be new rack storage? ❑ ..Yes ❑ .. No If "yes ", see Handout No. for requirements. 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 for 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: E].. 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 indicating quantities and Material Safety Data Sheets. \permits plus\icc changeApermit application (7 -2004) Page') Z W , W .3 U UO to 0 CO W J = F- U) W W O LL Q Co = W 1— _ Z F.. E- O Z H 5 U � O- =W LL O .• Z W CO O Z Existing Interior Remodel Addition to . Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor 2' Floor 3' Floor Floors thru Basement Accessory Structure* Attached Garage J Detached.Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for 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: E].. 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 indicating quantities and Material Safety Data Sheets. \permits plus\icc changeApermit application (7 -2004) Page') Z W , W .3 U UO to 0 CO W J = F- U) W W O LL Q Co = W 1— _ Z F.. E- O Z H 5 U � O- =W LL O .• Z W CO O Z MECHANICAL PERMIT INFO— JATION — 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name:_ Mailing Address: Contact E -Mail Address: City State :' Zip Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information Use: Residential: New .... ❑ Commercial: New .... ❑ Fuel Type Electric ..... ❑ Gas .... ❑ Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Q Furnace <100K BTU Air Handling Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended /Wall/Floor Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <I0,000 CFM Equipment 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. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY FEIRJURY BY THE LAWS F THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. UILDING O OR AUTHORIZE G �: (� l / Signature: Date: O ✓ �� V V 7 / Print Name: M R L I UA Day Telephone: 7 P2 ? A-' Mailing Address: 1 1 �^ f f�= °� f ! A frL VY1 City State Zip Date Application Accepted: I Date Application Expires: ritials: \permits plus \icc changes\pertnit application (7 -2004) Page 4 t I' I� Replacement..... ❑ Replacement..... ❑ Other: Z ~Z tQQY � J0 00 Cl) 0 co W J = CO LL WO U. CJ) 0 = �W Z f- H O Z 1— W W U ON 0 1- W W HP u- O .. Z W U= O Z ,,.. -� City of Tukwila Igoe 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 RECEIPT Parcel No.: 3523049018 Address: 18290 ANDOVER PK W TUKW Suite No: Applicant: NORMAC INC Permit Number: D04-296 Status: APPROVED Applied Date: 08/13/2004 Issue Date: Receipt No.: R04-01322 Initials: SKS User ID: 1165 Payment Amount: 194.36 Payment Date: 09/28/2004 03:56 PM Balance: $0.00 Payee: NORMAC, INC. TRANSACTION LIST: Type Method Description Amount ---------- -------- --------------------------- ------------ Payment Check 4299 194.36 J ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------------ ---------------- ------------ BUILDING - NONRES 000/322.100 189.86 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 194.36 14-48 4 doc: Receipt Printed: 09-28-2004 z W JU 00 CO) 0 v) LU W 3: J i.- CO LL w U. Cj) C% 0 �z F- LU LLI, fy C.) U j LL z C.) O H z f �.. City of Tukwila retie i 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I RECEIPT Parcel No.: 3523049018 Address: 18000 SOUTHCENTER PY TUKW Suite No: Applicant: NORMAC INC Permit Number D04 -296 Status: PENDING Applied Date: 08/13/2004 Issue Date: Receipt No.: R04 -01069 Payment Amount: 123.41 Initials: BLH Payment Date: 08/13/2004 03:28 PM User ID: ADMIN Balance: $194.36 Payee: CAMERON OLIVA TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 3392 123.41 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 123.41 Total: 123.41 i 3777 00/17 17 911 h TOTAL 123.41 doc: Receipt Printed: 08 -13 -2004 Z W WV U0 U) C3 -J_ H S2 LL w LL a �: s �. W Z H f~- 0 Z H W LU �p v 0 - o11-- WW u. 0 LLI Z U co) 0 Z I � 1 i j INSPECTION RECORD � ► Retain a copy with permit INSPECTION NO. PER O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr oj t Type of Ins ection: Address: I F P70 =� /�Lf/ Date Called: // - - Special Instructions: Date Wan ed: a.m. Request7r: Phone No: n Approved per applicable codes. COMMENTS: � 1 Is Corrections required prior to approval. w i Inspector:--- Date: OLi $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z JU UO LU W� U. w L L co) = Z� Z0 UJI U� ON . (31-- WW ILL tll Z U= O 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 Pro' c : ta/m Type of Ins tipn: Addres : � w Date Called: / o [,-) 5 - /0 Special Instr coons: (( 4 - C Date Wanted: M. .m Requester* Rh one N Approved per applicable codes. Corrections required prior to approval. r COMMENTS: Inspe r: Date: z 6 11 L $4y.00 REINSPECTION FEE EQUIRED. P for to inspection, fee must be p Id at 6300 Southcenter Blvd., Suite 10 . Call to schedule reinspection. eiat No.: IDate: Zz .. W UO N co W J I �LL WO LLQ co = �W Z� ZO ILU W U0 co O Ir WW H � W Z LLI U CO. O 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 Pro m &I'( ♦ o f Inspection: `o 1k P / Address. I Date Called: Spedial Instructions: �. �� q Date Wanted:' m. Ab Request .. I I N / 0 NV Ph o;te_ l L) CP D - 0? N ,Approved per applicable.codes. Corrections required prior to approval. COMMENTS: Z Z W 2 JU 00 M a co W LLJ x -J I-- co LL W O 2 L L LL �cf) ❑ Cl W Z 2 0 z �- W LLJ 5 0 F- W W H 5 - Z W z 0 co Z f +i.' � ���. M {.f,� +.s ....'^^�^,,*.�[.^:•. . <..—. — ...�.e �'n; {.h!�'�t�Cl�".' �i!.�, �: rRra..+�: � —.^+ ....�. -rsr, .+ -..- -• r r .,y . „ J .y . ,J, J ' `M1:.c}i�+�'• .�', h � t''s(. It •� :51 t v ., J "flr'= 'f:5'; J� .�:.,�i� - � r� ) L.A, z City o Tukwila f Steven M. Mullet, Mayor � = O { t`= File Department Thomas P. Keefe, Fire Chief 1908 Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: I1 Authorized Signature FINALAPP.FRM Rev. 2/19/98 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206.575 -4439 S "� I ' 0 z ~w JU UO Cl) 0 C0 W J DU. w 9 -1 LL Q � = �w z H zF- W U ON 0 I- W HF- - 0 w z UN 1= _ O z TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. _�IO 1 ° l Proj Name CA Address I g L7 j� (�� Suite # 1. ,Retain,current.inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: I1 Authorized Signature FINALAPP.FRM Rev. 2/19/98 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206.575 -4439 S "� I ' 0 z ~w JU UO Cl) 0 C0 W J DU. w 9 -1 LL Q � = �w z H zF- W U ON 0 I- W HF- - 0 w z UN 1= _ O z - R ik G Kip c� DES l�. Fvl2 . _..... CH,4&t y°A CER A14 t G S 9 4 8 A ✓E %. . s. 2 A SEAT gel 0 � C, SIC �w���F ����� DWN: ,�/Y! ENG'D: & 1/4 L, JOB NO: ' O s� NAL EXPIRES 8/28/06 DATE: 5 -/ D -0 4 SHEET: ENGINEERS NORTHWEST, INC 6869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 �'� si'♦ r.r'�' I. �h' i` t �., '!a':(t � ,.,'� Rac;+ �. Haarsa i�r:. sr3�^; xvM. �, KE" P5�" �: ���w. �virrMnw. M• atr:+ �. aa �.' �• �: �i�: �R, �l w! ryyt5" t' s�nrxN�` �.' �?: �t L I Z Z W QQ � JU 00 N0 J = N W WO �_j LL Q N� = W Z H HO Z I_ Uj W U O N 0 F- W W H �O Z W U= O~ Z ti r-, ENW ENGINEERs NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 W OODLAwN AVE. N. E., #205 SEATTLE, WA 98115 (206) 5257560 FAX (206) 5226698 PROJECT # PROJECT 6E &)) I I�13 /4ZO DATE SUBJECT /ZA �LL - SHEET / c- --!,- 4 S uE 7- O z BY A(., I RP z ,s (3) W 2 z L)b).v�P Z 1 o,3 (.��L)C�) w✓ 01 7-66 W 0.41 Z k U c.. t'. L 2(, 4r L) o, 8 2 4 " / ✓ r 0, " Oi7n t /0,1.5' z G. G53 K`�f �. 3 v 1, S r3 k l.y 1 ' Pp' µ ' D v J _� sO r nF TIV?Kl II n SEP 1 4 2004 PERMIT CE feh 4- P �- S ( Z Sn, 1 = G Ile. -f, stems �is.� V& 3. 1 U.S6i.s - 7) S os 7- i ? . o,e'�qz S ol 4 Y3 (r, o6 L) 7 v, 7-65 z . W . JU 0 0 c o D w� co LL w u - c T O z f.. I- O w ~ W U� o � w L L ui z U CO. o z �' /ice „r 2,; l _ y S ENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL E NGIN E ERS CC 6869 WOODLAwN AVE. N. E., #205 SEATTLE, WA 98115 (206) 5257560 FAx (206) 5226698 PROJECT # PROJECT J ECou' 13 0,5 /,✓b / 4e DATE 9 -4 U- D if SUBJECT / G�$ SHEET 2 - OF�_ BY 4 1 L' C9 6 xw►,�xw1. Cvn/ c lZa-e — 3 PST SojC_ bkGt - Z ODO !,S r O, 0 Z-8 3 C” L J 3 / � M I ql l6�(0,�r) 2 (Z�) �- 0, 3 r 2 2 . o IN ,4 x �r F 7 1- I�� 4� 0,(�( Z- 6 (3) O. lC, > 6,z� ,', ok 6✓U4wl `p 2 5"LPV3 J -/73 2- #l, Ln IV ;k ) - 1 L-9 1 _l. si 3 2 o, 5s- ICU 6. Con, y z ' z 64 old l "'r FT rvKWlr a SEP 1 4 2004 PERMIT CEN7.EF �� 6,ort3 Z Doody 1z. Cz, 5) Z �Z 2 D U N ca uj J H cl) LL W O 2� 9a N S H = z �. w � �p U O CO. O I— WW H V.. Z . U= o� Z .... Segele Business Park Date and Time: 9/10/" - "10:43:46 AM MCE Ground Motion - Conterminous 48 States Zip Code - 98188 Central Latitude = 47.447736 Central Longitude = - 122.273462 Period MCE Sa (sec) ( %g) 0.2 133.7 MCE Value of Ss, Site Class B 1.0 046.0 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 133.7 Sa = FaSs, Fa = 1.00 1.0 070.8 Sa = FvS1, Fv = 1.54 Spectrum for Site Class D Period MCE Sa (sec) ( %g) 0.000 053.5 T = 0.0, Sa = 0.4FaSs 0.106 133.7 T = To, Sa = FaSs 0.200 133.7 T = 0.2, Sa = FaSs 0.529 133.7 T = Ts, Sa = FaSs 0.600 118.0 0.700 101.1 0.800 088.5 0.900 078.6 1.000 070.8 T = 1.0, Sa = FvS1 1.100 064.3 1.200 059.0 1.300 054.4 1.400 050.6 1.500 047.2 1.600 044.2 1.700 041.6 1.800 039.3 1.900 037.3 2.000 035.4 Spectral Parameters for Site Class D 0.2 133.7 Sa = FaSs, Fa = 1.00 1.0 070.8 Sa = FvS1, Fv = 1.54 )/4 S _ 1. 337 S, 2. o, 7 o g Sep �0 plz /71 ` Q�j z �w �D UO U U. w= J f-, N U. w O. U - CO) = d �.. w z 3:. �o w ~ w U o M o �- w w �- o .. z' w CO o�. .z ' Segele Business Parl t Date and Time: 9 /10 /U-+ 10:42:35 AM MCE Parameters - Conterminous 48 States Zip Code - 98188 Central Latitude = 47.447736 F Central Longitude = - 122.273462 MCE MAP VALUES Short Period Map Value - Ss = 133.7% g 1.0 sec Period Map Value - S1 = 46.0% g RESIDENTIAL DESIGN INFORMATION Short Period Map Value - Ss = 133.7% g Soil Factor for Site Class D - Fa = 1.00 Residential Site Value = 2/3 x Fa x Ss = 89.2% g a Residential Seismic Design Category = D2 F SS �- I o � 3 �- S o,4(o f/C-1 z Z. �2 D U O� Wx W O: LL Q C O :3 Z �— W T F W o- 5; U� O � 0 H W W 01 LL 0: LLl Z .Z 08/13/04 Stefania Spencer City of Tukwila 6300 Southcenter Blvd Suite 100 Tukwila, WA 98188 P Dear Stefania Spencer: CLUALITY HANDMADE STONEWARE This letter is to specify the racking type we Qty Description 10 Bays 32" W x 16' Ht x 10.25'L 22 Bays 44 "W x 20'Ht x 8.25'L 20 Bays 44 "W x 16'Ht x 8.25'L 12 Bays 36 "W x 16'HT x 10.25'L Sincerely, Cameron Oliva President d r � Grfe � 9 8108 ;)0+W4z1( www.champaceramics.com FW Tel: ,2 ;> ; 62 M N � U) N RECEIVED r.1TY nF TI IKWII n _. AUG 1 3 2004 PERMIT CENTEF L will be using at 18290B Andover Park West, Tukwila, WA 98188 Manufacturer Interlake Lodi Metal Tech Uprights, American beams Interlake Interlake REVIEWED FOR CODE COMPLIANCE SEP 16 2004 ity Of Tukwila BUILDING DIVISI OWlLWAM.M.M411...1.JJ.MiJ : w.iMK10 JJi • ��•.___ Z 1 Z �W W� JU UO ND = W J H CO W W O. �Q _CY Z �. 1-0 Z i— W �5 O N 0 H W UJ u. O . W Z U= Z JUL 03 '02 05 :42PM RU X" P. 2/16 .r -rsr •. nf• \�f•1 AMERICAN PALLET RACK SPECIFICATIONS --�-- r - 1 "PALLET RACKING" is a steel storage system designed for pallets and bulk storage. By placing pallets on beam levels, available space within your building cube is maximized. A rack section consists of two main component's, the endframe and the beam. Four beams are required per section for lateral stability. 1.2 North American racking is adjustable on 2" centers. In a retail and warehouse enviroments the demands of merchandising and seasonal variations requires the constant rearrangement of the storage levels. 1.3 Under "normal" warehouse application the rack arrangement, pallet height and beam spacings remain constant. If the current rack elevations have been altered and exceed the following stated levels, then these calculations are no longer valued and must be re- issued. 1.4 Endframes consist of two columns with four vertical bends per column. These are secured with box type horizontal and diagonal braces by mig welds at four points per brace. Each endframe has two footplates for anchoring to floor. The heavy gauge footplate distributes the load over the concrete floor. Two holes serve for easy floor anchoring from either side of the frame. 1.4.1 The common endframe capacities are calculated for 2 or more equally spaced beam levels per bay on standard or seismic footplates. The maximium unrestrained strut height is the height from the floor to the top of the first beam level or the beam spacing if greater. More levels than calculated may be fitted to the bay so long as the allowable capacity of the beams and common endframe (load per bay) are not exceeded, based on maximium unrestrained height. 1.4.2 Where an upright frame is not braced against sidesway in the longitudinal direction, the following shall apply: for the portion of the column between the bottom beam and the floor, the effective length factor (K,) shall be 1.2 if the basQ is anchored and 1.7 if the base is not fixed. For the portion of the column between a -b"m 'I " "'t " e length factor (Ko shall be taken as 1.2. Where the endframe is braced against sid sway it the effective length factor (KJ shall be 1.0, provided that all such racks have braci g irfG p e and such racks have either a rigid and fixed shelves or diagonal bracing in the horizontal pla a desigy ,tq t irlat sideswa of the upright frames. The effective length factor (K for the portion of the column etween tiraced points is 1.0. The effective length factor (K) for torsional buckling is 0.8. 5p00 1.5 Structural or Rollformed beams for pallet and shelf loading are available in a variety of heights d"epending on the loa requirement, Each beam has two end connectors. Each connector features a six-p Int,.=.annractiel resistance, squareness and provide uniform load distribution across the support poi ts. An�1�irfella � EZQ I is footplate provides moment resistance at the base of the post. Two safety clips are r t4a lb. upward force from material handling equipment. 1.5.1 Tabulated loads are safe unifomily distributed loads applied over the entire length of a pair of beams 1.5.2 Capacities above the bold line are based on a 1.67 factor of safety against yield of the extreme top fiber. i 1.5.3 Capacities below the bold line are based on maxlmlum deflection of the length of beam divided by 180. 1.5.3 Bea'rns in excess of 108" may require front to rear supports to prevent spreading or rotation. 1.5.4 This calculation computes the capacity of a given set of beams for various spans. Intermediate values may be obtained by interpolation. Extrapolation is not recommended. 1.6 Conventional formulae cannot be relied upon to give accurate strength data for the full range of applications of this gauge sections. Thus the use of pallet rack load tables is recommended. 1.7 The following tables apply only to uniformity distributed static loads, consult your NAS representive for special load coditions; seismic, wind or dynamic. 1.8 The calculation are stated in imperial units (since these were the units used in the sectional drawings and properties), RECEIVED (:ITV OF 1 19"k A 2.0 NAS Pallet Rack steel structural members are cold- formed from HRPO mild steel. �ttrt, Beams and Columns ASTM A570 GR 50 Yield strength min. 50 ksi. PEMT CENTER Braces and Footplates ASTM A569 Yield strength min. 36 ksi. Design Criteria: RMIA 997, AISI -1996 and CAN -S136 -1994 "Cold formed steel structural members" Safety Factors: Beams - min. 1.67 for yield and L1180 on deflection Columns - min. 1.80 on torsional flexure buckling t?04 ' � : °tri t6 �F ks MSMfi� 0511 1 mite yny� fG?{f�P54 �A,?` ?l�fi i � @s4, ��t.�S:yy� ""s:'t.,f' a" .- -.... ., , = °a >.::r :r..n.rzr..c;. >s:e.i%r 1 Z ~ W LL.� 00 Na J = t— NLL w L? a �w Z F ZO 25 U 0 l✓ W w �- O �Z U= O Z JUL 03 '02 05:42PM 1 11 /"` AMERICAN ENDFRAME AIS1 -1996 & RMI.1997 K =1.7 x QQ is ENDFRAME LOAD CAPACITY IN POUNDS Y P.3/16 0.785 rl.4301 0,785 r .r 3.000 1.625 R0.086 0,110 0,025 -0,500 R0,135 3.000 SECTIONAL PROPERTIES Section D In t in An In2 Ix in4 ly in4 x in y in Eo in EF3114 1.625 0,070 0.349 0.490 0.165 1.500 0.841 0.538 EF3314 3.000 0.070 0.555 0.931 0.712 1.500 1.411 0.453 EF3313 3.000 0.085 0.662 1.100 0.840 1,500 1.410 0.445 EF3312 3.000 0.100 0.768 1.264 0.964 1.500 1.409 0.444 EF3311 3.000 0.115 0.872 1.422 1.083 1.500 1.408 0.442 Section Rx in Ry in Ro in Xo In B in Cw in6 J in4 Ag 1n2 EF3114 1 -185 •0.688 1.944 1.379 0.497 0.619 0.001 0,528 EF3314 1.295 1.133 2,537 1.864 0,460 2.147 0.001 0.720 EF3313 1.289 1.127 2.524 1.855 0.460 2.606 0.002 0.875 EF3312 1,283 1.121 2.517 1.853 0.458 3.065 0,003 1,029 EF3311 1.278 1.115 2.510 1.850 0.457 3.524 0.006 •1,183 Section Unrestrained 48 • 60 strut height in Inches ( Floor to first beam 72 84 96 108 120 level 132 EF3114 11720 9800 7810 6030 4750 3830 3150 2630 EF3314 20650 17710 14620 11610 9120 7340 6020 5020 EF3313 24640 21100 '17380 13760 10810 '8690 7120 5940 EF3312 28560 24410 20070 15850 12440 10000 8190 6830 EF3311 :• 32500 27730 22760 '17940 •14060 11290 9260 7710 D OUBLE CO ENDFRAME LOAD CAPACITY IN POUNDS Section Unrestrained strut height In inches ( Floor to first beam level 48 •60 • 72 84 .' : 96 108. 120 132 DPEF3114 • . 26810 20650 15010 11010. 8430 .6660 -5390 '4460 DPEF3314 .49600 41570. 33500 • '25920 '19840 ' 15680 12700 10490 DPEF3313 58930 49310. 39660 30600 23430 ••18510 14990 12390 DPEF3312 ;::' 68120 56910 ..:45670 :1:35150 'r ^26910 .;."1121260 •'.17220 ', 14230 DPEF3311 t' :.77160 . 64370 , 51570 :{•;'39600 , 239G0.-."--19400 :16030 t oor st • .. 1 � � ', i1 ' '.�. • Wit,; _. .. ,' :3'w "C5 .<u,.i..._._ ...,,_.�:z.:- ....a.v:::+:w..+si :':•r tiv......u..+ , • �c,'" ; .' �ti......r_i:..::::::.L.:. z }�- Z W JU UO N c C0 w i H S2 LL WO Q =W �_ F- O z t-- W U ON 0 F- WW H� LO .• z W U= O~ z ti C r m W Height EF3114 EF3314 EF3313 EF3312 EF3311 24 14000 24310 29080 33780 38500 30 14000 24310 29080 33780 38500 36 14000 24310 29080 33780 38500 42 14000 24310 29080 33780 38500 48 14000 24310 29080 33780 38500 54 13800 23810 28470 33060 37700 60 13420 23230 27770 32240 36750 66 13000 22590 26990 31320 35680 72 12540 21880 26140 30320 34520 78 12040 21130 25220 29240 33280 84 11510 20320 24240 28100 31960 90 10950 19480 23230 26900 30590 96 10380 18610 22180 25670 29180 102 9800 17710 21100 24410 27730 108 9210 16810 20010 23140 26270 114 8620 15900 18910 21860 24800 120 8040 14990 17820 20580 23340 126 7470 14080 16730 19310 21890 132 6900 13190 15660 18070 20460 138 6390 12310 14610 16840 19070 144 5940 11430 13590 15620 17670 150 5530 10630 12600 14510 16410 ILH' r' f . m N AMERICAN ENDFRAME m U1 W Members in Compression (Concentrically Loaded) AISI -1996 Singly Symmetric Section Subject to Torsional - Flexural Buckling:"' K =1.0 K_1 .2 K.1 7 Height EF3114 EF3314 EF3313 EF3312 EF3311 24 14000 24310 29080 33780 38500 30 14000 24310 29080 33780 38500 36 14000 24310 29080 33780 38500 42 14000 24120 28840 33500 38220 48 13580 23470 28060 32580 37140 54 13090 22720 27150 31510 35900 60 12540 21880 26140 30320 34520 66 11940 20970 25030 29010 33020 72 11290 19990 23840 27620 31420 78 10610 18960 22600 26170 29750 84 9920 17890 21320 24670 28020 90 9210 16810 20010 23140 26270 96 8510 15710 18700 21600 24510 102 7810 14620 17380 20070 22760 108 7120 13740 16090 18560 21030 114 6490 12490 14820 17090 19350 120 5940 11430 13560 15620 17670 126 5450 10480 12420 14300 16180 132 5010 9630 11410 13140 14860 138 4630 8880 10520 12110 13690 144 4280 8210 9720 11190 12650 150 3970 7610 9010 10370 11720 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Height EF3114 EF3314 EF3313 EF3312 EF3? 24 14000 24310 29080 33780 38500 30 13960 24070 28780 33430 38130 36 13340 23110 27620 32060 36540 42 12590 21960 26220 30420 34640 48 11720 20650 24640 28560 32500 54 10780 19220 22920 26540 30170 60 9800 17710 21100 24410 27730 66 8800 16170 19240 22240 25240 72 7810 14620 17380 20070 22760 78 6850 13100 15600 17940 20320 84 6030 11610 13760 15850 17940 90 5330 10260 12160 14000 15830 96 4750 9120 10810 12440 140601 102 4250 8160 9660 11120 125" 108 3830 7340 8690 10000 11290 114 3460 6630 7850 9030 10200 120 3150 6020 7120 8190 9250 126 2870 5480 6490 7470 8430 132 2630 5020 5940 6830 7710 138 0 0 0 0 0 144 0 0 0 0 0 150 0 0 0 0 0 Y A N Ql AMERICAN DOUBLE COLUMN ENDFRAME Members in Compression (Concentrically Loaded) AISI 1996 vv-1 n Height DP3114 DP3314 DP3313 DP3312 DP3311 24 39870 60990 71210 80890 90030 30 39870 60990 71210 80890 90030 36 38970 60990 71210 80890 90030 42 37720 60990 71210 80890 90030 48 36320 60900 71210 80890 90030 54 34800 59170 70420 80890 90030 60 33180 57290 68170 78900 89480 66 31480 55280 65760 76090 86260 72 29710 53170 63220 73120 82870 78 27910 50960 60570 70030 79340 84 26080 48680 57830 66840 75690 90 24250 46340 55030 63570 71960 96 22430 43960 52180 60250 68180 102 20650 41570 49310 56910 64370 108 18910 39170 46440 53560 60560 114 17230 36790 43590 50240 56770 120 15630 34430 40770 46970 53040 126 14140 32110 38010 43750 49390 132 12890 29850 35310 40620 45820 138 11790 27660 32690 37580 42360 144 10830 25490 30090 34570 38950 150 9980 23500 27730 31860 35890 Height DP3114 DP3 24 39870 60990 71210 80890 90030 30 38970 60990 71210 80890 90030 36 37450 60990 71210 80890 90030 42 35730 60230 71210 80890 90030 48 33840 58060 .69090 79980 90030 54 31830 55700 66250 76670 86920 60 29710 53170 63220 73120 82870 66 27540 50510 60030 69400 78620 72 25350 47750 56710 65540 74210 78 23160 44920 53320 61580 69690 84 21000 42050 49890 57580 65130 90 18910 3917 464 40 53560 60560 96 16910 36310 43020 49580 56020 102 15010 33500 39660 45670 51570 108 13370 30750 36380 41860 47230 114 12000 28090 33200 38180 43040 120 10830 25490 30090 34570 38950 126 9820 23120 27300 31350 35320 132 8950 21060 24870 28570 32190 138 8190 19270 22750 26140 29450 144 7520 17700 20900 24000 27040 150 6930 16310 19260 22120 24920 24 37980 60990 71210 80890 90030 30 35580 60050 71210 80890 90030 36 32850 56900 67700 78360 88850 42 29890 53380 63480 73430 83220 48 26810 49600 58930 68120 77160 54 23700 45630 54180 62570 70830 60 20650 41570 49310 56910 64370 66 17730 37500 44440 51240 57900 72 15010 33500 39660 45670 51570 78 12770 29630 35040 40310 45470 84 11010 25920 30600 35150 39600 90 9590 22580 26660 30620 34500 96 8430 19840 23430 26910 30320 102 7470 17580 20750 23840 26860 108 6660 15680 18510 21260 23960 114 5980 14070 16610 19080 21500 120 5390 12700 14990 17220 19400 126 4890 11520 13600 15620 17600 132 4460 10490 12390 14230 16030 138 4080 9600 11340 13020 14670 144 3740 8820 10410 11960 13470 150 3450 8120 9590 11020 12420 m NOTICE: IF THE DOCUMENT IN THIS FRAM IS LESS THE DOCUMENT. N THIS NOTICE IT IS DUE TO THE QUALITY -i C r m W m N m W Singly Symmetric Section Subject to Torsional - Flexural Buckling 3 Kx =1.2 Kx -1.7 314 DP3313 DP3312 DP3311 Height DP3114 DP3314 DP3313 DP3312 DP331 JUL 03 '02 05 s 44PM h AMERICAN PALLET RACK a� STEP BEAM ;� t �-- •- 1.Uf30 -• -�0 Fl•i9 = ....... - { 1 t I L 1.63 3.000 4.0000 �_ .... 4.540 �,G00 5. >00 6.000 - -- i? %ib1 - H -, P. 6/16 .111.1 � RMI -1997 & AISI -1996 f X t I �` SECTIONAL PROPERTIES i i Section H in W in t in An in2 Ix in4 Rx in4 x in 5820 2.250 0.750 0,070 0.622 0.437 0.838 0.928 SB25 2.625 1.625 0.070 0.759 0.837 1.050 1.163 SB30 3.000 1.625 0.070 0.816 1.006 1,110 1.402 S1335 3.500 1.625 0.070 0.891 1.465 1.282 1.661 SB40 4.000 1.625 0.070 0.966 2.071 1.467 1.690 S845 4,500 1.625 0.070 1.041 2.785 1.636 2. 140 S850 5,000 1.625 0.070 1.116 3.569 1 ,788 2.429 S655 5.500 1.625 0.070 1.191 4.542 1,953 2.684 SB60 6.000 1.625 0.070 1.266 5.668 2,116 2.938 SBX60 6.000 1.625 0.100 1.772 8.355 2.171 2.874 Z ar � UO D Wx N LL WO LL Q N D _ - W F- O W ~ W DO U ON D I- WW LL E- O .Z U= O Z JUL 03 '02 05 :45PM r P.7/16 AMERICAN PALLET RACK STEP BEAM LOAD CHART Safe+ tlnifnrmiiv nictrihutecl I _narl on a Pair of Simnly Sunoorted Beams with 25% End Fixity Length In SB20 SB25 SB30 S835 Step Beam Section SB40 SB45 S850 SB55 SB60 SBX60 48 5120 7710 7800 9600 11970 12000 12000 12000 12000 12000 54 4110 1 6860 6940 8540 10640 12000 120 00 12000 12000 12000 60 3320 1 6170 6250 76 80 9580 11330 12000 12000 12000 12000 66 2750 5280 1 5680 6980 8700 10300 11630 12000 12000 12000 72 2320 4440 5200 6400 7980 9440 10660 12000 12000 12000 78 1970 3780 4550 1 5910 7360 8710 9840 11340 12000 12000 84 1680 3260 3920 1 5480 6840 8090 9140 10530 12000 12000 90 1460 2840 34-10 4980 1 6380 7550 8530 9830 11200 12000 •96 1290 2490 30001. 4380 1 5980 7080 8000 9200 10500 12000 102 1130 2210 2660 3870 5490 6660 7530 8670 9880 12000 108 1020 1970 2370 3460 4900 6290 7100 8190 9340 12000 114 910 1770 2120 3090 4400 5900 1 6730 7750 8840 12000 120 830 1590 1910 2800 3970 5320 1 6390 7360 8390 12000 126 740 1440 1740 2540 3600 4820 6080 7010 8000 12000 132 6 70 1310 1580 2310 3280 4400 5630 6700 7640 11500 136 610 1200 1440 2110 3000 4020 5150 6400 7300 11010 144 % 560 1100 1330 1930 2750 3700 4740 6030. 1 6990 10550 160 520 1010 1220 1780 2540 3400 4360 5560 6720 10120 156 480 940 1130 1650 2350 3150 4040 5130 6410 9460 162 430 870 1050 1530 2170 2920 3740 4760 5940 8770 Safe Uniformilv Distributed Load on a Pair of Simolv Suoaorted Beams with No End Fixity Length in SB20 SB25 SB30 SB35 Step Beam Section SB40 SB45 SB50 SB55 SB60 SBX60 48 4680 7050 7130 8770 10940 12000 12000 12000 12000 12000 54 3760 1 6270 6340 7800 9720 11 510 12000 12000 12000 12000 60 3040 5640 5710 7020 8750 10350 11690 12000 12000 12000 66 2520 4830 5190 6380 7950 9410 10630 12000 12000 12000 72 2120 4060 4750 5850 7290 8630 9740 11220 12000 12000 78 1800 3460 4160 5400 6730 7960 8990 10360 11810 12000 84 1540 2980 3580 1 5010 6250 7390 8350 9620 10960 12000 90 1340 2600 3120 4550 5830 690 7 790 8980 10230 12000 96 1180 2280 2740 4000 5470 6470 7310 8410 9590 12000 102 1040 2020 2430 3540 5020 1 6090 6880 7920 9030 12000 10 940 1800 2170 3160 4480 1 5750 6490 7480 8530 12000 114 840 1620 1940 2830 4020 5390 1 6150 7080 8080 12000 120 760 1460 1750 2560 3630 4860 1 5840 6730 7670 11570 12 680 1320 15 90 2320 329 4410 1 5560 6410 7310 11010 132 620 1200 1450 2110 3000 4020 5150 6120 6980 10510 138 560 1100 1320 1930 2740 3680 4710 1 5850 6670 10060 144 520 1010 1220 1770 2520 3380 4330 5510 6390 9640 15 480 930 1120 1630 2320 3110 3990 5080 6140 9250 156 440 860 1040 1510 2150 2880 3690 4690 5860 8640 162 400 800 960 1400 1990 2670 3420 4350 5430 8010 .:! 5-+ eu«> iL.: i. C.: L' AIY.§ �f.. aa.=}.• Tni. �e€ fiS, 1 :l�:T�i�f4i${24l`iB,T.i.�tWWi �• :�, •9 Y' z Z W 5 JU UO (0Q cn W J H Cl) LL WO 2� J u. C0 = �W Z H F- O z H LLI5 U� ON o E- WW H� LL O ui z U= O z JUL 03 '02 05 :45PM P.8 /16 AMERICAN PALLET RACK STEP BEAM LOAD CHART Three Pallet Load on a Pair of Simoly Sunoorted Beams Length in SB20 SB25 SB30 SB35 Step Beam Section SB40 SB45 S850 SB55 SB60 SBX60 48 3360 5160 5140 6320 7680 9330 10540 12000 12000 12000 54 2820 1 4600 4570 5620 7010 8290 9360 10790 12000 12000 60 2280 1 4140 4110 5060 6310 7460 8430 9710 11070 12000 66 1880 3620 1 3740 4600 5730 6790 7660 8820 10060 12000 72 1580 3040 1 3430 4210 5250 6220 7020 8090 9220 12000 78 1340 2580 3120 3890 4850 5740 6480 7470 8510 12000 84 1160 2220 2690 3610 4500 5330 6020 6930 7900 11910 90 1000 1940 2340 3370 4200 4970 5620 6470 7380 11120 96 880 1700 2060 3000 3940 4660 5270 6070 6920 10420 102 780 1500 1820 2650 3710 4390 4960 5710 6510 9810 108 700 1340 1620 2370 3360 1 4140 4680 5390 6150 9260 114 620 1200 1460 2120 3010 1 3930 4430 5110 5820 8780 120 560 1080 1310 1920 2720 3650 4210 4850 5530 8340 126 500 980 1190 1740• 2470 3310 4010 4620 5270 7940 132 460 900 1090 1580 2250 3010 3830 4410 5030 7580 138 420 820 990 1450 2060 2760 3530 1 220 4810 7250 144 380 760 910 1330 1890 2530 3240 4040 4610 6950 150 360 700 840 1220 1740 2330 2990 3810 1 4420 6670 156 320 640 780 1130 1610 2160 2760 3520 4250 6410 162 300 600 720 1050 1490 2000 2560 3260 4070 6010 Concentrated Load on a Pair of Simolv Siu000rted Beams Length in SB20 SB25 SB30 SB36 Step Beam Section SB40 SB45 SB50 SB55 SB60 SBX60 48 1170 1790 3560 4380 5470 6470 7310 8410 9590 12000 54 1040 1 590 3170 3 900 4860 5750 6490 7480 8530 12000 60 930 14 30 2850 3510 4370 5170 5840 6730 7670 11570 66 780 1 1300 2590 3190 3970 4700 5310 6120 6980 10510 72 660 1190 2370 2920 3640 4310 4870 5610 6390 9640 78 560 1080 2190 270 3360 3980 4490 5180 5900 8900 64 480 930 2030 2500 3120 3690 4170 4 810 5480 8260 90 420 810 1900 2340 2910 3450 3890 4490 5110 7710 96 370 710 1710 1 2190 2730 3230 3650 4200 4790 7230 102 330 630 1520 2060 2570 3040 3440 3960 4510 6800 108 290 560 1350 1950 24 30 2870 3240 3740 4260 6420 114 260 500 1210 1770 1 2300 2720 3070 3540 4040 6080 120 230 450 1090 1600 2180 2580 2920 3360 3830 5780 126 210 410 990 1450 2050 2460 2780 3200 3650 5500 132 190 370 900 1320 1870 2350 2650 3060 3490 5250 1 38 180 340 830 12 10 1710 2250 2540 2920 3330 5030 144 160 310 760 1110 1570 2110 2430 2800 3190 4820 150 150 290 700 1020 1450 1940 2330 2690 3070 4620 156 140 270 650 940 1340 1800 2240 2590 2950 4450 162 130 250 600 870 1240 1660 2130 2490 2840 4280 M ` 1iY;: we`>: asss; o�u' 1' as' iiti�'";: �. a.:+w �;} ts:=: 9'' 3, �t'+.": �., �q,, Ui�i l�iiklit'a�'�^iih�r':�y`42'a` "• 'v' a - �+ 4 z Xz �w QQ JU UO (00 J = f- Nw WO �-- �J wQ C/) :D = F. W Z I- I- O z H uj5 U� ON 0 F- WW H� LL O z w U= O z JUL 03 '02 05:46PM AMERICAN RACK POST �r --1.43 � I '673 L-.025 R.135 NAS 3311 111`3 r NAS 3114 .24 .030' RAD P.9/iG —.11 MAT'Li 146A (.075/) IlGoL (.120 HRP&O MIN 50 KPSI YIELD DRAWING NLI.t TRPOOZ-V .312 Z w 2 D 0 (/)a LU X LL W �a� LL D W r 0 R W 5 5 N . 0 a F- W W, , F- LY 4 Z� co) O ~ Z 16 -EQ -L 31VQ __�___..- _�_�.� -_ — - r aw. r�_. 4". vLC+ �: w•: i�. J: �" '�..r... ....�.. _�. ,... �. t3, �......,w_ .�.r_�.... <: .::. .._�......_.e,Y .. ... �. .�.___• «.. u....�.. ....a._.. -..... _. OdUl 1 V %..fAvd(r j iHD18dn , omi x .E F n j 2 8/i W m R) i m m T 8/T 3 8/i i w i of [ 1 1 � r Z� - o S1SOd - r ,2/9 L �JOJ 3iVld100J QNONd1S ONIAOb�l vsn NOTICE: IF THE DOCUMENT IN THIS FRAM OF THE DOCU -T H N THIS NOTICE IT IS DUE TO THE QUAL 1 UC)TMJrl nn4.T V n ir- 7 3 pVIX,j S3_10H dIQ .91/6 (2) H1IA 4901 x ,Z /I V X E 31d3d1003 AUG-10 -04 12:59PM FROM- ENGINEEi, PRODUCTS INC FjiZ F 37L LF 35L L L F 32 FRAME FEATURES;` There are absolutely no dead spot O along full height of column, per- 6 milting bcom placement f random . S�Q Each column has a toot plate 2065756666 0 e T -353 P,01 /01 F -456 I nterlake/ Western rh UPRIGHT FRAME CAPACITY CHART . USE IN STEP 5 ns. i it - x co u mss have .. - i -112" x 1.1/4" channels. Extra -° '° - D 1 0?1 deep racks and larger size upright''. - vlCO _10A, have neavier bracing computer R P calculated to carry heavier loads C�� ,'�, STANDARD STRUT ARRANGEMENTS L L F 'ISt. F 17L UPRIGHT FRAMES There are five stmndnrel upright frame models in various sizes and gouges, LF 11 L and LF 15L are 3 x 1 -SIB" LF 33L, LF 35L and LF 37L are 3" X 3 ", Baked Vista Green Palni is standard, HORIZONTAL AN DIAGONAL BRACING Frames with 3" x 3" columns use 1.112" X 1 - 1I2" channels, Frarnes vJ h 1 42000 40000 LF974 39000 36000 34000 LF351- 1• I-1, 1,. � 32000 30000 rA 28000 m Lt 26000 24000 �a. c 22000 LF1 20000 1 LF11 L RECEIVED r:ITy nF TI IkInni P PERMIT CENTF : LF37L n 4000,146 LF35Ln 1 axa,,.eac I LF32L] I t aRaaAEa LF15Ln I + a. ss /0x .099 36" 46 BO" 72" 54" $6" Shell spacing in inches (unsupported lengthy LF „Ln I = t aMl l/ax.09 pre- punched for lagging io floor. COLUMN FACTOR OF SAFETY 0 .- Based cm minimum yield polnc: /U� 1.92. All columns are high strength C, tt� -� law alley strength wish 83,000 PSI �u�� .07 VERTICAL MEASUREMENT FROM min, yield strength. F TO TOP OF FIFiv LEVEL. BEAM HOW TO ORDER BY HOW TO USE FRAME CAPACITY CHART CATA40G NUMBER After determining dimension from floor to top of first level bears, and Frame is ordered by catalog number. selecting total required capacity for frame : Read from maximum shelf This number is determined In tho spacing to point where capacity shown equals or exceeds required total following manner: The prefix, LF is frame load. followed by eis3ht digiTS. Thr± prefix Higher capacity fromrrs are avaiklkdq on special Inquiry. and the first three d1gits designate the model (LF11 L, L.F15L, LF32L, LFEL, LF37L.) The last five digits. "Frames availablu for quick delivery in cartain sizes. the size (depth and height). TI_F -11 L & LF-32L frames must not be used with laearrme tubjected to lodtio loading in Do4.29G sa., ., x...: �, o- ,.7:e.:):'. nrRi�s... �s, n�ti,sXf' =, itilol >�:: �d.'a' ,�iJ4:. =rn+,r* a '`,t•.� T ti ' " R1�4� : 1.'f :S�e+'+(y�Sd� I..isti'ui:.+. Z ~ w � � JU UO UO C0 W J = F- S2 LL WO U. C� = �W Z f- ZF_ LU W U� ON C1 I— WW H LLZ Ili U= O Z [here are four basic LM upright frame - ^oriels in various sizes and gauges, _M 10 - LM 15 - LM20 - LM30. LM40 is Available for special application. :ire continuous mfg welded to upright for naximum strength. Use 1 x 1 :flannels and 3 /4 x' /4 channels used on .M 10 uprights. here are absolutely no dead spots along full height of column, permitting )eam placement freedom. Each :olumn has a foot plate pre - punched for :,egging to floor. rased on minimum yield point: 1.92. .,onforms to standards of the American on & Steel Institute A and Rack �lan 1anuf acturer's Institute 4.M.1 J t order frames by :atalog number. ill frames carry the )refix LM followed )y 6 or 7 digits. The rst two digits designate the - ame model number, The Dmainder, the size. xample; LM �p 30 120 36 Heights- 6 ft. to 24 ft. in 1 ft. Increments. Depths- 2 ft. to 5 ft, in 1 /2 H. increments. Heights 3 ft. to 35 ft. In 1 /2 ft increments. Depths- 1 1 /2 ft, to 6 ft, in 2" Increments, _� ^. it `RYt t � ry •;• "f'i�,} :i;1 Fit 5 � 45 7W Z 25 O a 20 W 15 CITY OF TI A PERMIT CENTER 40 35 LM 40 3x3x 135 L a y w w LM 30 U? n 3x3x.105 LM 20 3x3x 075 48 2. 60 1.7 72 1.4 10 5 LM 15 84 1.2 3x 1518x.075 96 9 LM 10 1314 x 1518 x .075 108 120 - 36" JV • Y 011 60" 7212 84" RLE { S IN I NCHES 96 "lk;3� d� 7.GU � k F..o ._ `.n •'., {" P n. ' r;,y} ,^ �� . i�i't,.1i • ! t ..� ,., ,i 1r r After determining clearance be een sh"V O total required capacity for frame; Rem �a maximum shelf spacing to point hereci �e PAN or exceeds required total frame oad. SEP 16 2004 City Of (L;d'f 7iIa "C- 3,. 3„ 1:'' LM 10 LM 15 D()L1QWZ4?6 2 1 /4 LBF354 2% 4 LBF4U I Z 0 Z 00 VI a Z a W a �4 � te o? o? 42 9,998 0.09 28 12.313 0.08 46 9,129 0.10 31 11,242 0.09 60 8,399 0.12 33 10,343 0.11 54 7,777 014 35 9,577 0.13 60 6,999 0.18 38 8.619 0.16 62 6,773 0.19 39 8.341 0.17 66 6,363 0.22 41 7,835 0.19 70 5,999 0.24 43 7.388 0.21 74 5,675 0.27 46 6,988 0.24 78 5.384 0.30 48 6,630 0.27_ 82 5121 0.33 50 6,306 0.2 86 4,883 0.37 52 6.013 90 4,666 0.40 54 5,746 0.35 94 4,467 0.44 56 51501 0.39 96 4,374 0.46 57 5,387 0.40 98 4,285 047 58 5,277 0.42 102 4,117 0.51 61 5,070 0.45 106 3,962 0.55 63 4,879 0.49 110 3,818 0.60 65 4,701 0.53 114 3,634 0.63 67 4.536 0.57 120 3,280 0.67 70 4,309 0.63 126 2,975 0.70 73 4,104 0.69 132 2,711 0.73 77 3,772 0.73 138 2,480 0.77 80 3,451 0.17 144 2,278 0.80 83 3,170 0.80 0 Z W 00 Co 0 J H LL WO a � LL �. � 0 I" W Z H Z� 5 U O� 0 H_ WW LL - 0 W Z U= O Z LM 20, LM 30, LM 40 T 11 q? I L4 �J WO LMT offers a wide range of capacities plus Versa-Shelving matches the requirements of a particular application,* and Drive-In (High -Cube) Racking, This means you can whether your warehouse Is hand, pallet or high-rise obtain and Install from one manufacturer the system that storage, An economical answer to storage of hand loading systems requiring more than regular steel shelving, The basic systems of modular pallet racking for all regular storage applications, with strength and safety at realistic costs, 0 IX The popular range of pall, areas. Dt racking in seismic Features 3" square columns, a rack system for the heavier loads and the high rise, high cube application, AM - This upright offered on application only. The LM 40 offers additional strengths where impact properties or greater load requirements are needed. Subjectillo Inquiry. 2" - 3" depth to 120" span for hand loaded items, 2" — 3 depth to 144" span for hand loading and lightweight pallets, t- "n; AT" '9 3" — 6" depths to 144" span for standard and heavy pallet loads, J Y ! 3 4 depths to 168" span for standard and medium pallet loads. Quick adjustment on hand loaded storage Fabricated on '7' or Open Beams. Interface with all upright frames (side hole, drop -in lock- Ing pin on request), 3 stud connection with automatic snap lock. High stability and effective load distribution to the upright frame. Interfaces with all frames except LM 10, Fhe LMT design represents the most proven up to date ,oncept in a boltless, easy to assemble, durable storage 'acking system, Precision parts manufactured to provide zase in erection and change over to handle the wide /arlety of applications for today's and tomorrow's storage systems. Conventional 1, 2, or 3 pallet facings per load beam bay with adjustable storage levels to 32 feet high. Versatility is obtained when a wide variety of different size products must be hand stored along with your standard racking needs, Large bulky items — such as furniture, carpet and LMT personnel have over 25 years experience in storage racking, We have, and offer to you, our ability to solve special or unusual problems, The fact that over 75% of LMT racking business isfrorn existing clients speaks well for our products and service, The high cube, high density, storage system using components from all our storage rack systems. LMT can offer the wide range of steel modular systems to meet your needs, vj 4 "M J X For pallet feed and walk -pick retrieval complete with catwaks, railings and access stairways, z Z W 2 D 0 0 00 CO W W 7: J F_: LO U_ WO 2� LL U) D 10 �_ UJ z 0 LLJ LLj 2 5 D 0 0 M 0 a F_ W W u. 0 z U)� 0 z L T -�'" �- r tos" I s" �.�I r 3 " 311" 175 2 L8Z3 75" L9Z3A 1 L6020 L J 1 L0030 L8035 4 C z `� ¢a O °N _, y O m ¢a zz ` � O U L� c = r c a, C C C U c C * c y C ow U" =`Q w �w w xa Qw w xa �w Vu r 2a N r OW w r SQ u ,a wx Uy x wa �x LD wa " U d LL t% C u.. uj LLU t � C �i U G tri u. C wUC u� O? Sa U? �Z Sa a � �? a v7� S Uz �$a pz ' 42 3,144 .15 20 5,347 ,10 23 7,245 ,08 25 46 2.870 .18 21 4,882 .12 25 6.615 ,10 27 18 3,873 ,11 20 5,155 Al 28 5544 2,641 .6 .25 24 4,159 .16 25 5,635 .1Q 0 2 4 4,124 .17 35 6 0 2.201 .30 2 3,743 . 3 5.071 .17 33 22 3,100 18 62 2,130 .32 27 3,622 .21 31 4,908 .18 34 66 2,001 .37 28 3,402 .24 33 4,610 .21 36 70 1,794 .39 29 3,208 .27 35 4,347 .23 38 i4 26 2,583 .26 28 3,438 .25 40 7 8 1,438 .43 3� 2.879 .34 38 3,901 .29 4� 82 1.410 .45 32 2,739 .37 39 3,711 .32 43 46 29 2.213 35 32 2,9 .33 46 90 4,078 .50 34 2,495 45 43 3,38 .39 48 94 991 .52 36 2,389 .49 44 3,237 .42 49 36 2.5 .44 52 96 936 .53 37 2,327 .51 45 3,153 .45 50 53 33 1.937 •45 98 - - - 2,291 .53 46 3,105 46 51 'a 102 - 2,202 ..57 48 2,983 .50 52 - - 106 2,012 .59 49 2,871 .54 54 1 40 2,291 .55 58 110 - - - 1,861 ,61 50 2,766 .58 56 # _ 1,722 •57 114 = _ - 1,732 ,63 52 2,66' .62 57 ! 2,021 .67 64 120 2,450 .67 59 1,450 67 126 2,224 .70 63 132 - - 2,036 .73 65 138 - - - 1,857 .77 67 ` 144 - - - - - - 1,707 .80 69 � ;' ,�' " - 23a " - 23'/" -+ i 2Yi" --• I 2�'i�� 4 f 15 5 i 4** " 15" 6" 4r h LB 45 j LBC50 _i LBC55 1 LBIC55A s LBC60A 4 54 9 4,254 0.10 Load CoPOZ'ty and Oelleclton for Uniform5y Dislributod Load Load Support Beams Longer than 144" Or of Special Capacity are available upon roquost. Ces'Bn o IW ns conforms with Amorican Iron and Steel Institute light gage cold-formed steel design manual. Safety Factor is 1.65 based on steel with minimum � 42.000 gourds per square inch. W Z '~ W i U0 NW J F CO 1L WW 6 U � = W H ? H Z� 2:3 U N_ 0 F-" W L y LL F- - Z W U= O Z z O`"'" ¢a 0 00. r �? OM M OWN a a Da O SZa C9a 0 14,818 0.07 32 35 17.25 15,751 . 2 13,529 0.08 37 14,491 5 12,447 0.10 A0 (,g 7 11,525 0.11 43 12,076 1 10,372 0.14 �� �_uuaa- (�rl 2 10,038 0.15 45 47 11,686 10,978 4 9,430 0.17 50 10 7 8,891 0.19 Sa. 9 8,410 0.21 55 9,289 1 7,979 0. 24 - - 4 7.590 0.26 57 60 8,836 81425 5 8 7,237 6,915 0.29 0.32 62 8,051 3 6,621 0.35 - 7;50 2 6,483 0.36 - 46 3 6,350 0.38 67 70 7,393 7,103 5 6,101 0.41 - - 7 5.871 0.44 75 6,587 .11 5,658 0.47 77 6 2 5.459 0 .51 - - 5 5186 0.56 81 85 .6,038 5,750 .14 4,939 0.62 Be 5• 2 4,715 0.68 - - 6 4,510 0.75 6 5.032 9 4,254 0.10 Load CoPOZ'ty and Oelleclton for Uniform5y Dislributod Load Load Support Beams Longer than 144" Or of Special Capacity are available upon roquost. Ces'Bn o IW ns conforms with Amorican Iron and Steel Institute light gage cold-formed steel design manual. Safety Factor is 1.65 based on steel with minimum � 42.000 gourds per square inch. W Z '~ W i U0 NW J F CO 1L WW 6 U � = W H ? H Z� 2:3 U N_ 0 F-" W L y LL F- - Z W U= O Z O`"'" r �C a Da O C9a Uv'c wa i c C 2� (,g (D CL �� �_uuaa- (�rl Sa. .07 35 - - - - - - - - - - - - 42 .08 38 - - - - - - - - - - - - 46 ,10 41 - - - - - - - - _ - - 50 .11 43 - - - - - - - - - - - 54 .14 47 - - - - - - - - - - - - 60 .15 49 13,724 .13 54 15,899 .12 - 18.590 Al - 21,186 .10 - 62 .17 51 12,893 .15 57 14,935 ,14 - 17.464 .12 - 19,903 .11 - 66 ,19 54 12,156 .17 60 14,082 .16 - 16,466 14 - 18,765 .13 - 70 21 57 11,499 .19 63 13,321 .17 - 15,576 .15 - 17,751 ,14 - 74 .23 60 10,909 .21 66 12,637 .19 - 14,777 .17 - 16.841 .16 - 78 26 63 10,377 .23 69 12,021 .21 70 14,056 .19 - 16,019 ,17 - 82 ,28 66 9,894 .26 72 11,462 .23 73 13,402 .21 - 15,274 .19 - 86 ,31 69 9.455 .28 75 10,952 .26 76 12,807 .23 108 14,595 .21 114 90 ,34 71 9,052 .31 78 10.486 .28 79 12.262 .25 112 13,974 .23 119 94 .36 73 8,818 .32 80 10,215 ,30 82 11,944 .26 114 13,612 .24 121 96 ,37 76 8.683 .33 81 10,058 .31 84 11,761 .27 117 13,404. .25 123 98 .40 79 8,342 .36 84 9,664 33 87 11,300 .29 121 12,878 .27 128 102 .43 82 8,027 .39 87 9,299 .36 90 10,874 .32 125 12,392 .29 132 106 .47 84 7,736 .42 92 8,961 38 93 10,478 .34 130 11,942 .31 137 110 .50 87 7,464 .45 93 8.647 .41 96 10,111 .37 134 11,523 .34 142 114 .55 91 7,091 50 97 8,214 .46 101 9.605 .41 141 10,946 ,37 148 120 .61 95 6,753 .55 101 7,823 .50 106 9,148 .45 147 10,425 .41 155 126 .67 100 6,446 .61 105 7,468 .55 110 8,732 .49 154 9,951 ,45 162 132 .73 104 6,166 66 109 7,143 .60 115 8.352 .54 160 9,519 .49 169 138 .80 108 5,909 .72 113 6,845 .66 119 8,004 .59 167 9,122 .54 176 144 9 4,254 0.10 Load CoPOZ'ty and Oelleclton for Uniform5y Dislributod Load Load Support Beams Longer than 144" Or of Special Capacity are available upon roquost. Ces'Bn o IW ns conforms with Amorican Iron and Steel Institute light gage cold-formed steel design manual. Safety Factor is 1.65 based on steel with minimum � 42.000 gourds per square inch. W Z '~ W i U0 NW J F CO 1L WW 6 U � = W H ? H Z� 2:3 U N_ 0 F-" W L y LL F- - Z W U= O Z L TA / Nc!qoR V C iq LTA/L Top vie 0 0101 SIN Vie J FIEC�EN (-.IV 0 I�wjj A G 13 2004 PERMIT CENTER ro R EVIEWED FO CODE COMPLIAN E 6 2004 fluc I 1-Y IUKW!ia BUILDING DIVISI N id Do 4ov 2fmo CHA/lljP/q Ct -RAMIC S z z QQ JU 00 00: ma w J T U. w J U- m LU Z � 0 z i- W W . 5 U 0— 0 �- w w U- -0 z co O z 1 7 � Di' > -J! City of Tukwila Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor 1906 August 19, 2004 Mr. Cameron Oliva 9411 8 Avenue South, Suite 2A Seattle, WA 98108 RE: Letter of Incomplete Application # 1 Development Permit Application D04 -296 Normac, Inc. d/b /a Champa Ceramics — 18290 -B Andover Park West Dear Cameron: This letter is to inform you that your application received at the City of Tukwila Permit Center on August 13, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Denartment: Ken Nelsen, at 206 431 -3677, if you have questions concerning the following: 1. Please provide stamped engineering calculations for the rack anchor bolt design. i Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) 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. Revisions must be made in person and will not be accepted throuieh the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician Enclosures File: Permit File No. D04 -296 Z 4- W W D JU UO U) o co W J = E- CO u. WO J LL j co CJ = 111 H Z f.. H O Z H UCl O- U1-- W O W Z U CO O Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 a Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -296 DATE: 09 -14 -04 PROJECT NAME: NORMAC, INC. d /b /a CHAMPA CERAMICS SITE ADDRESS: 18290 -B ANDOVER PARK WEST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # I Revision # after /before permit is issued DEPARTMENTS: � r Build bivisiion Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete Q Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS 7,TING: Please Route Structural Review RequiredStructural Review Required REVIEWER'S INITIALS: u APPROVALS OR CORRECTIONS DUE DATE: 10 -14 -04 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents/routing sllp.doc 2 -28.02 ❑ No further Review Required DATE: DUE DATE: 09 - -04 z i~ ~ W JU UO N co W J_—' Co W W 9_j ur � =W z �. Zo Uj U� o F- WW UO •z W to O z PEMV11 I COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D04 -296 DATE: 8 -13 -04 PROJECT NAME NORMAC INC SITE ADDRESS 18290 -B ANDOVER PK W X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Fire prevention Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 8 Complete Incomplete u Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: �s y LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 942 TOES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 9 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc 2 -28 -02 z �w QQ JU U N J = C0 LL w LL = T a = w z� z� W w U O � o�- w �O .z w U= O z IL of 12 5 1908 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 : / /lvww.ci.ttrktivila.tiva.its Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I v l 7 - O 7 Plan ChecklPermit Number D04 -296 ® 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 Normac, Inc. d/b /a Champa Ceramics Project Address 18290 -B Andover Park West Contact Person: Cameron Oliva Phone Number: of V d 7� "� ✓ y � �J Summary of Revision: Pine j tJ� i N& nI'r�—Ik 1� f r &mP an (yni�.� /V eml � l' &t c 0 t ." d AJ r 2 V &J 2 (K4 A A1( I- vn ''o c.r b 8 t AJ sr� u p i A't'- 7. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 2523 A Entered in Permits Plus on \appi ieations forms - applications on line evision submittal Created: 8 -13 -2004 Revised: I z Z W D JU U 0 W= CO LL W O rn D = CY �w z H I— O w �5 U� ON o�- ww F� u. O z LLI U U =. O z Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 `u Topic Index Contact Info- �______ ' ' (Search Home Safety Claims ft Insurance Workplace Rights Trades 8 Licensing i Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber i General /Specialty Contractor A business registered as a construction contractor with LEtl 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. i } License Information License ENGINP1013JK Licensee Name ENGINEERED PRODUCTS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601891155 Verify Contractor Premium Status Ind. Ins. Account ! Id Business Type CORPORATION Address 1 18271 ANDOVER PARK W } Address 2 3 City SEATTLE County KING State WA Zip 981884706 I Phone 2066826596 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/12/1999 Expiration Date 1/1/2006 Suspend Date ' Separation Date Parent Company j Previous License ENGINSP142RA Next License GAKWAK99.1 -M.. Associated License Business Owner Information Name I Role I Effective Date Z �w JU UO w~ 0w W0 }} J u_ � = w ? 1— I— O w �--. w U� O - 0H ww H u_ Z W U= O F- Z https:H fortress. wa. gov /lni/bbip /detail.aspx ?License= ENGINPI013JK 09/28/2004 SEP -27 -04 02:08PM FROM - ENGINEER PRODUCTS INC 2065756688 T -974 P.01 /01 f -469 Uciach Anil ul,play (vi'tifjC.ft --� i 1 i I 1 I i i I 11 I I r 4 t +¢ I i i I . i • na - -- Drlleh Affil I)ispl;iy Curlil v.dr Z Z 4 = J U: U O to C co) =` J � W LL; WO LL Q �.. W Z F- Z� O N � F— W W` V LL ~O tll Z U O I1+: Z I .�, i I 0 I . . I - - . -_ - . - . . - - . 4 I • I . . - - -_ . • . . . . j .4 . . . . .., . . � . a , :::�� ! . • . . � .. . . 0 099! 40� . I . 0_4 4b . I . . I 0 I ) k - • ; I I . . ? 0• I I I . r . 0 C= �Z3 . . . I I , �_ . ♦ . . . . . . . . a I go • . I . : 1. • or - <00� * . I .0 I . i . - ; I fe� . . I i I i I i L i 4 I , ; I t . . .1 . . 1 1 . .. . I , I I i J 4 , I � . . <-.�. . - o ; # . � 1 1 ), .� . . : I 0 , I . ! . . 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I aCk purposes Ovez a - , 1%. . 11_� t _,"o,%, . � 4 . o' - . . . � . I I . . I ' RESERvrNG the right ss -0 of land lying Northeasterly of the North- -, . . 11%% .. ;K " . , -.1 8. ". . .. . improve and extend utilities. - . . . . . ding line produced. Being bound . . .1;�P ,-),eml ,-/ - 1%1% . f --r 1� � : . . A . , ; I , - 0 . ur . s by the ling C Flood Cont on thsq . �.. - . 11-1. ,0, . . . .L. / - • _r_1*1 a . ,%A. - j RVIyG an saspment for railroad P Po . se center i the Ivirth- '��_ , , A , *N1% . a . .I- . 11 '%_. .. RESE track, and spur tracks, as well limit ed to main track, lead . 1 . 11 I . . clwl� . westerly cvrnrr of the . . . .%.. .. . . . for acces an . I . • P roduced. � -..w--- .. 0 - . �.It;p_ - . , ,01 the Southeaster . . . . loft's or . .. 0 % lyz 11;_11_1;e - . . v ��- ���i� . c . I I . , . :�� 1% * % %, 1 1. 1W ' I40 as . . 11�_, . . • %. . 'SITE ADDREW ANCOVER PAR . elm *%*,� - . - I . 4�� egres , I A , . "O . 0 41 �7 f 54.",--Ve0,k VO - i - . includin . - a r okl/ • - .", e e j . ill - lop 10 • RESERVING as ses, i ncluding but . ,��. - , , . p acking, purposes, ,!5;9-!re_.V.._ �ZZ!5' 1%. ; - - 11% over . . e RN &IV I . . M, - " the 4ortheastorly . ATTACHMENT #1 "?,/ .-.A"! - //.CV O OZ57 ,-V7 /, -j.;P • ! not , I that . . : � building ed. . . COAWING Ple 1jV1 APPICV00 react I I / * Jr.r,o I ., . RS , -r OATI , • . swms BUMI)ING 741 , �j - wm n 0 0 - ' " - . r..& .;t:;;, I � . . . . ,. . � . v , . '. . . � , 1-*� . . , �, . sup-vt-yo " Cl 11 I ;(! i I I .:�Y_-i�-? 7-0-A6 ' . . ... . . 1. . . " ", I . � I . . 24 I, , .A,-1 , /�.' , .. �j .#P ,& . - - ' V , I .. ,- *. I" . *_f0',& , . E N G v I N E E P.g 4 1 04 A *'P+ If %ool� 4' . . . t L �,amm GENNOMEMililliiill - lllllllllp '- - =Mf-AMM.M. - 9 " --Ww- - - ,,- I I I - - 7 . . L 0 . . . . . . . . - : . ,--- . .. 1 .(; IWV7 I . . . .. . . I lb . ; , __ . �� . . I I .V I . _ I I .. I � 0 . _� ---- •* , � I - 0 ._ I & . - . - . 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