Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D05-223 - SEGALE PROPERTIES - UNIVERSAL FREIGHT FORWARDER - STORAGE RACKS
• UNIVERSAL FREIGHT • FORWARDER 18290 ANDOVER PK W D05-223 i W O� a N City o. Tukwila S teven M. Mallet, Mayor Department of Community Developmetit 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.wkwila.wa.us DEVELOPMENT PERMIT •:. Parcel No.: 3523049018 Address: 18290 ANDOVER PK W TUKW Suite No: Tenant: Curb Cut / Access / Sidewalk / CSS: N Name: UNIVERSAL FREIGHT FORWARDER Address: 18290 ANDOVER PK W, TUKWILA WA Owner: Name: SEGALE PROPERTIES Address: i PO BOX 88028, TUKWILA WA Land Altering: Contact Person: Fill 0 c.y. Landscape Irrigation: Name: ROGER STUESSI Moving Oversize Load: Address: 18271 ANDOVER PK W, SEATTLE WA Sanitary Side Sewer: l Contractor: Sewer Main Extension: I Name: ENGINEERED PRODUCTS INC Address: 1033 6TH AVE S, SEATTLE WA Contractor License No: ENGINP1013JK Permit Number: Issue Date: Permit Expires On: Phone: Steve Lancaster, Director D05 -223 08/03/2005 01/30/2006 Phone: 206 - 394 -3331 Phone: 206 - 394 -3330 Expiration Date: 01 /01 /2006 DESCRIPTION OF WORK: ! INSTALL PALLET RACK. Value of Construction: $0.00 Fees Collected: $231.84 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: Occupancy per IBC: 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 *`continued on next page ** doc: IBC- Permit D05 -223 Printed: 08 -03 -2005 Z Z �w 0 0 CO hWZ- CO) U. W O LL ?. = CY ZF- F- O. Z H 2 5 U� , O w F- �. - W Z O Z �b City o Tukwila W Steven M. Mullet, Mayor Department of Comncunity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tu/nvila.wa.us Permit Number: Issue Date: Permit Expires On: I Steve Lancaster, Director D05 -223 08/03/2005 01/30/2006 Permit Center Authorized Signature: r Date: 9-3 - 3 ` 1 hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constru the pe ance I am authorized to sign and obtain this development permit. Signature: Date: Print Name. This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. i doc:IBC- Permit D05 -223 Printed: 08 -03 -2005 T Z #— W . � W D. J U UO N 0 : w= J N LL' W O. LL ¢. d =W 1-0 Z �-. 25 U0 co W H LL tii U CO) —F �. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 1001 Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 3523049018 Permit Number D05 -223 Address: 18290 ANDOVER PK W TUKW Status: ISSUED Suite No: Applied Date: 06/29/2005 Tenant: UNIVERSAL FREIGHT FORWARDER Issue Date: 08/03/2005 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: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: 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. 9: 'FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: 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) 12: 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) 13: 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) doc: Conditions D05 -223 Printed: 08 -03 -2005 . " �wkX+.]. �%; r�4::+, 4K ti} h` uuh. c' prjC�9. +Ygtd�4ttdk�'ftu"..�..w��w+rit'' -...t3.i� it'f7�'N ..::Er+i,r- :,b>':i:++Sik' �S.t.�u•'S'irti�LL).:d Z Z �w 2 D UQ Cl) C0 LLJ J H 12 LL w LLQ �D = a �W z F- t— O Z F_ W UJ �o O� DH w U_ •Z W U= O Z 1 , City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 14: 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) 15: ** *SPRINKLER SYSTEMS * ** - IFC Chapter 9 - NFPA 13 and 25 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 17: All new srpinkler sysetms and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 18: All sprinkler system plans, calculations and the contractors Materials,and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 20: ** *STORAGE PRACTICES * ** - IFC 21: 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) 22: Maintain minimum 6" longitudinal flue space between back -to -back racks. (NFPA 13- 12.3.1.14.1) 23: 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) 24: 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) 25: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Conditions D05 -223 Printed: 08 -03 -2005 '• .,,..1 ...,. :: ,',. .. .:.[.. :� ;45 �,4 :hhU:: .w i.�:: : >a.: J n:i.�as:,a..%�:.� ..t. t.�..i:... v' u"! �•: .,.::,:..:::i.r- 1 ^;� „y Z i� iH W Qi 2 D 3 U Cj) C0 W J = H S2 U_ w 9-1 LL Cl) = F. W Z fF- HO Z H LU5 U ON 0 F- =U F- 0 �. � ui U= O ~. Z C ity of Tu Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i 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. i 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 work. Signature: i t I i 4 t i I } t i t i i i Date: g ��6 z �— w D: U ; Co w = CO LL ' w O LL Q CO d' W' z� z LL j w D p'. U : O ' �' WW — 0: W Z' U= O ~ z doc: Conditions D05 -223 Printed: 08 -03 -2005 CITY OF TUKWIL4 z Community Development' ` Public Works Department Permit Center 1906 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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. "Ple ase Print" SITE LOCATION. King Co Assessor's Tax No.: ��7(��- N��d�B Site Address / `! l� '/� 1-9,00 b 0caz p ed Suite Number: d Tenant Name: t New Tenant: ❑ Floor: .. Yes ❑ ..No Property Owners Name: ,.> 6-c-' 7 %/_ Tic- Mailing Address: /' o3c R1E6 / e City State Zip CONTACT. PERSON Name: Day Telephone: LL o < s y Y ` 33 3 / Mailing Address: -' 7 / /19 I✓.0 o k - Z__ 5 � City State Zip E -Mail Address: _C '0��Ekfrz_t!? -.f Fax Number: c;L d 6 - ? L<J GENERAL; CONTRACTOR. INFORMATION - (Mechanical Contractor information on back page) ! Company Name: i Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: 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" 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: Fax Number: ENGINEER OF RECORD -All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: q:\tpc mite plusticc changeslpennit application (7.2004) Revised: 6.9.05 Page I bh '�(.,i„�..wJ� " ".: ..,t r. ,. +.:, a,.a:ar •,a;s:a:� .:>,.:+: : =�. ..1 +a Y::+:i„+:,Ez:.. : �F{ ava;« tiri�,« 4i� ,i.�ii::tA,zyw`i%J�.�.kiu'.�t: u:AK.tza+: - t,oire+a�:+d•l�cY!eJn'4u tiiiJ«:+:i%::a.�,a:z::..a •wt»i.�..' �2 Z Z �W Q om. JU UO N W CO) U. W O J LL ?. N d =W z� ZO 5 U� U 0 I— WW H- u O Z W U CO) p Z BUILDINGTERMIT. INFORW ION— Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Scope of Work (please provide detailed information): 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 PROTECTIONMAZARDOUS MATERIALS: „Sprinklers []..Automatic Fire Alarm ❑..None ❑ . Other (specify) _ Will there be storage or use of flammable, combustible or hazardous materials in the building? El.. Yes No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material S fety Data Sheets. 7 C X7-t- 27 c- q:\ \permits plus\icc changes\permit application (7- 2004) Revised: 6 .8.05 Page 2 bh Z Z �W QQ JU UO to CO LL W } O J LL Q F- W Z F- F- O Z F- W U� ON 0 F- WW F- H �- O Cd Z U= Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC " Floor! 2" Floor Yd .Floor Floors thru Basement Accessory Structure* Attached Garage 'Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area 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 PROTECTIONMAZARDOUS MATERIALS: „Sprinklers []..Automatic Fire Alarm ❑..None ❑ . Other (specify) _ Will there be storage or use of flammable, combustible or hazardous materials in the building? El.. Yes No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material S fety Data Sheets. 7 C X7-t- 27 c- q:\ \permits plus\icc changes\permit application (7- 2004) Revised: 6 .8.05 Page 2 bh Z Z �W QQ JU UO to CO LL W } O J LL Q F- W Z F- F- O Z F- W U� ON 0 F- WW F- H �- O Cd Z U= Z MECHANICAL PERMIT INFC' `NATION - 206 -431 -3670 -` MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: 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 Tyne Electric ..... ❑ Gas .... ❑ Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Com pressor: Q Furnace <IOOK BTU Air Handling Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace >IOOK 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 <10,000 CFM I I I Equipment PERMIT: APPLICATION NOTES - Applicable to al 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 grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. B S Print Name Mailing Address: J .Date: L<�� -��l_� 7 Day Telephone: -;�- d K- l/ - t y City State Date Application Accepted: Date Application Expires: Staff Initials: 12-21 -t q:\ \permits plus \ice changes \permit application (7 -2004) Revised: 6•8-05 bh Page 4 .... t.r .F iiL. 4 _.:.-_ J. a: a6J. V. H: v +.t:0[ sew V.!«.�wei�:cY. ✓Y..w.w.ral.+ .rv'++jw.w .u.V,N aw, Replacement..... ❑ Replacement..... ❑ Other: Z '~ W 00. to co LLJ J = H co �. WO �Q = CY �W Z F— H O W M5 U� ON 0 I— W H U- Z 111 co O Z 1J City of Tukwila 1908 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3523049018 Address: 18290 ANDOVER PK W TUKW Suite No: Applicant: UNIVERSAL FREIGHT FORWARDER Receipt No.: R05 -01136 Initials: BLH User ID: ADMIN RECEIPT Permit Number: D05 -223 Status: APPROVED Applied Date: 06/29/2005 Issue Date: Payment Amount: Payment Date: Balance: 142.28 081031200510 :23 AM $0.00 Payee: ROGER H. STUESSI TRANSACTION LIST: Type Method Description Amount Payment Check 9102 142.28 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- ,BUILDING - NONRES 000/322.100 137.78 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 142.28 5760 08/03 9716 TOTAL 142.28 doc: Receipt - Printed: 08 -03 -2005 City of Tukwila f�e 6300 Southcenter BL, Suite 100 1 Tukwila, WA 98188 (206) 431-3670 Z RECEIPT Parcel No.: Permit Number: DO5 -223 Zj 0' Address: 18290 ANDOVER PK W TUKW Status: PENDING L) 0 Co 0 Suite No: Applied Date: 06/29/2005 ca W Applicant: UNIVERSAL FREIGHT FORWARDER Issue Date: W N W 0 . Receipt No.:, R05-00945 Payment Amount: 89.56 U- < C13 CY Initials: BLH Payment Date: 06/29/2005 04:48 PM W User ID: ADMIN Balance: $142.28 Z 0: Z W W, Payee:. ROGER H. STUESSI 0 W TRANSACTION LIST: Type Method Description Amount ---------- -------- --------------------------- ------------ Z Payment Check 9101 89.56 0 z ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------------ ---------------- ------ - - - - -- PLAN CHECK NONRES 000/345.830 89.56 Total: 89.56 4t'595 07/01 9716 MAL 89 0 doc: Receipt Printed: 06-29-2005 . 7 V INSPECTION RECORD Retain a co with p ermit "� 3 INSPECTION NO. cop p erm PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 01 r D� LApproved per applicable codes. Corrections required prior to approval. Project: al Type of In R.ectiow. 5Z Ad %ss: , Date ate Called: Special Instructions: 't , 77d a.m. p.m. Requester Phone No O Receipt No.: Date: Inspect q�r Date: $58.00 REINSPECTION F%E QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Bid., Suite 100. Call to sechedule reinspection. Z �Z UQ to co LL W O J LL ca d. = W F- O W ~ W �p U .O co O H =U F- lL Z 111 co O Z 4� f *t ''�... «........... JM� 1908 ON of Tukwil, Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM ;;.-- p y Type: — Signature 5! Final Approval Frm Rev. 5/2/03 /OS Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575 - 4404 • Fa.L: 206 - 575 - 4439 z '~ w D UO cf) J = F- D LL WO LLQ C0 a = W Z H I— O z F— LJJ U � LU O- 0 1-- LU U J HP LL O. z W U= O z i a a a Job Title LM W l�l &W jLp-W &D&AS BY 97?(- Date "7'7 005 Job No. OSDci S- S 74KiJ«A, Subject AW S Aj d*3 7D /3O & 2) Apr C.o n m d 7 Checked Sheet ' of 1��tAi r A - r J11 Go Al m &� 1 I t( ; /d GL J �o ld� �J tJ�ss �..j �Zo �) 1 33 _ 21 G 3 ,rl e_,,Vpet C -7J6,, hAS�c. T, i�'Tvt -,e (2v6� 851 - y303 2/)22.- 12 FILE LJE kl ,dJz� • S��c F� � �C:� �' jG�.l1 x �SJLrZ /��..�' Tlc - b is W C 7 f .tGe o � �a • !s Est -13 �� J'Ep l 2 . ins, 00 �. A-cl-�R S ee ,,ESL -) 385 7A - A GA F- Na , 3 � p. 4 of aO) Wt t spactFZ-o 2- Y,2 "0 x 4-12 117 717 le- z--We- o L � W i7'g A 3" Al eiO. C /h13C . lS ,4jc- IOU A-,d xj 7/ rA0A. G�e-e Sjk - n - V 4 LO€ s /tea A&C 2 C� 0 TukW'tc���1 RECEIVED orrY OF TUKMLA J U L 2 7 2005 PERMIT CENTER C ORRECTION LTR# Do5223 z '~ w 6 D. UO ND W= J f... U. �O UQ C13 =d �. w z= I �. w U o o� w W u_ z U- P z EXPIRES 7/14/ 0 (o __ ] L t 1 nax Ws z o, &7 .. Rap ,( PL +- b L o, 2 s LL w#W W , iss ons. �„ l4/ PA-1--fF-r 1A -t.C� Cs�M flu. �gC l Sao L�vs ��,eu�T o . ZS )r--lA 7~ ds a Lc f 4x.l0•- l� -�-'� g. 7 IMO = �3k 6sob 4- 6av s Z3ao PAX- . G�✓ c�c. ,o ��. F,c.o-,�.� Full �, `. /3�•� -/s f e /�D z 2.� � ScsD + 10 , D z. 3 /DO 4 1 - ls-u C-L f i m ** IE o, G'7 + o, t Z ;2, I/o `` `fit✓. V ;E E&PLIA l/, -;t 0 , ) 2. t t Z D . �d l lsQaaa(%%1'F2k s 4 2S' + 10 S .f- 1 , c z 3 6, IS- r"r ='7 - z , ! 31 rz , 324 T JUL oa5 S&4 M 44.ss �n -o a. Z 4 31 Sb � z 3.i;6 0 L�o 1: c� of - Tu 2 z 3 /7 At Con o 6-A 7VJ° LeV &L dr2J Ly D. `7 C 2 20" =� % s 0,73 a Z o.lG 4 2- �2 "� X 4 %a " kTt;T.z /otk- ►'�<<3 ( 3 "c- �3C-�) ,b�- M-5& Pt-ATV:- T 2 ?u D: 8 11 x 0.94 X. X13 ,� • l 9 k X54 —13 8 5 G+) Tiro u 7 VA : D. 4 4.�Sk Sp ,o-c_ ,�Aj s pEcr�o , J V /U,#) V r s D. 50 y C L T R# k� A 'a n. 2 o Z ,rte , 1p. , e.J r s 4 Gift- � Job Title LJ�4 W - C R &l G b*f I - fW A o - t LA By � Date Job No. 0.50Y9 Subject STC L -�Et6c; —GJ &- 44.c c /�-1 ac. ysl J Checked Sheet of 3 r✓ll'Y OF TUKW11.q Use ZoD3 zg c- sw� 220 � �- JUL 2 7 2005 '�•,�T 06 , D , Q �dA3 fi�� V o / PERMIT CENTER � (,? C ,� lJ W T z z �w QQD JU u 0 w= �LL w L L �D = �.. w z F- z Off. w U O - 0 H W �z ui U= o z it S r + S Z . C � 2,SC�� iv�� �-�• s�,3G �►x ��z .3d z z �w QQD JU u 0 w= �LL w L L �D = �.. w z F- z Off. w U O - 0 H W �z ui U= o z Job Title By J3T1G Date 6 — 2065" Job No. Sr ( , Subject Checked Sheet 2 of l r f 3,d-s C CAT I gu-6 1 + L ,e It &AS r p c,� su ALt 5-x 9' +� 3�� � Av Z � 4 - ( 9, 2 O R 10 plc < ,� u.°w �?. _ , 3 ` K 4-/. Z b Z D k - s 13 kl-& PC A-r&- m s D. Zo8 (1. So) Z / 2 z 0.6 SO `'`� z v. '7 r K 4 - 3 = 36, k-sL � ft" AUer-J s� r� Z X 27 ,� �L) S'1*8 AIA . z 0, 12,7 D, S" !i z 0, b o o /* / W IM Attco l0 = ao ofl pJ� 7 Q = x.602" ' 5.p i c ,6E k4l� 6 A.6 s (2sea + 6s +- S.6)CZea f 5. r 4- 9 , - 1 4 D sj IPA 7 I r Vi. o,�oo 3 .. �. � / Z ©, 240 F Z 9, lZS" 4` ell l G,� W 7 M 6 139AZk�rs ,BA J- 0 li &co s . - 77 , 4 4 1- 4 ,�,�'�, . �'� u c "�,o c,� ors ,N,� = l � ► s -� w w ► ,, k S�� Aa 4A �r -�,os sFs.r tike -a 9,gs� } � ✓�6 = � .�,� L' Jae C.S i C A is f. Goo yr x t 7V t s r4) 01< < AA /S, $J '� k r 2e) 43 k"-: Ole l n � '.Z �Z. �w U UO 0 wi W Ei U. = a �w . z = Wo w U� O N o� w H U Lo w z U= o F— z Job Title By IS * / -7 < Date G - OS' Job No. Subject Checked Sheet of 3 i Q &.dam 4-, 270 rw s = aso , G 4 &n -pets kS Ez.OS 1t,s a ►� M ,7/ {- a,cS 12.2 k yo Ole- 4 i 2 36 0,(,6 Dlc L ,d A 40 3 3 GA G Mc,i - 1 O sJ.J W MM L s Ae Z 9.W3 4;.'- .��� � v.g 4-- Z a,� �, C, = Z. � S xC o, 5�� 4 -V �� 0.43& 4- �"y , Doll 1 4 3,34 Nt S. �'1 �y �"b,� Z q -8$ lysi �b 3a 1ss� 48 .clef -" kL` y 6 �. `i c� C.,0F e U --Lj 4 2 �� _ 3L, g ( Gt Z 91,03 1gs4 ,s (� z S l , �$ =�y ae Z o. 8 ,ba i f 744 .D `/L. 31 k i } z o: 2 UO CO 0 w: co LL wO � r J. u_ a CO D: = a �w z wo UJ U� O �. OH w O z U N` O~ z iI2 CWY ,,,, - ESR -1385 ,ES REPORTTM �. Issued September 7, 2004 This report is subject to re- examination in one year. ICC Evaluation Service, Inc Business/Regional Office ■ 5360 Workman Mid Road, Whittier, Caiifomia 90801 ■ (562) 699-OW Regional Office ■ 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599 -9800 WWW.icc- eS.o Regional Office ■ 4051 West Flossmoor Road, Country Club Hills, Illinois 60478■(708)799.2305 DIVISION: 03— CONCRETE Section: 03151 — Concrete Anchoring REPORT HOLDER: J;ECEJVED CCry 01: TUKVALA HILTI, INC. 5400 SOUTH 122 EAST AVENUE J 2 7 200 TULSA, OKLAHOMA 74146 (800) 879 .8000 PERMIT CENTER www.us.hilti.com HiltiTechEng(a)us.hilti.com EVALUATION SUBJECT: KWIK BOLT 3 CONCRETE ADDITIONAL LISTEES: AMS LLC 7400 EAST 42 NO STREET TULSA, OKLAHOMA 74145 I %&,,v+r. -.. --- - CODE COMPLIANCE A000 "F0 JUL 2 8 2005 1.0 EVALUATION SCOPE Compliance with the follow n co s: i' ■ 2000 international Buildin Code O �, /T n, ■ 2000 International Reside ti DIM ■ 2002 Accumulative Supplement to the International CodesTm ■ 1997 Uniform Building CodeTm (UBC) Properties evaluated: Structural 2.0 USES The Kwik Bolt 3 (KB3) Concrete and Masonry Anchor is used to resist static and transient seismic and wind tension and shear loads in uncracked, normal - weight concrete, structural lightweight concrete, structural lightweight concrete over metal deck, and grout - filled concrete masonry. The anchor system is an alternative to cast -in -place anchors described in Sections 1912 and 2107 of the IBC and Sections 1923.1 and 2107.1.5 of the UBC. The anchor systems may also be used where an engineered design is submitted in accordance with Section R301.1.2 of the IRC. 3.0 DESCRIPTION The Kwik Bolt 3 expansion anchors consist of a stud, wedge, nut, and washer. The stud is manufactured from carbon or stainless steel material. The carbon steel Kwik Bolt 3 anchors have a 5 pm (0.00002 inch) zinc plating. The anchor is Illustrated in Figure 1 of this report. The wedges for the carbon steel anchors are made from carbon steel, except for all' / inch (6.4 mm) lengths and the 3 /- inch-by-1 2 -inch, 1 - inch -by -6 -inch, 1- inch -by -9 -inch and 1- inch -by -12 -inch (19.1 mm by 305 mm, 25 mm by 152 mm, 25 mm by 229 mm, and 25 mm by 305 mm) sizes, which have AiSi 316 stainless steel wedges. All carbon steel components are zinc - plated. The' / , '/,-, and 3/4 inch - diameter (12.7,15.9, and 19.1 mm) carbon steel Kwik Bolt 3 anchors are available with a hot - dipped galvanized plating complying with ASTM A 153. The studs, nuts and washers of the 304 and 316 stainless steel Kwik Bolt 3 anchors are also made from stainless steel. All 304 stainless steel, 316 stainless steel, and hot - dipped galvanized Kwik Bolt 3 anchors use 316 stainless steel wedges. The stud consists of a high- strength rod threaded at one end. The standard Kwik Bolt 3 has a thread length equal to or less than three bolt diameters, while the Long Thread Kwik Bolt 3 has a thread length greater than three bolt diameters. The tapered mandrel has an increasing diameter toward the anchor base, and is enclosed by a three - section wedge that freely moves around the mandrel. In the vertical direction, the wedge movement is restrained by the mandrel taper at the bottom and by a collar at the top of the mandrel. When the nchor nut is tightened, the wedge is forced against the wall f the predrilled hole to provide anchorage. .0 DESIGN AND INSTALLATION 1 Design: Minimum embedment depth, edge distance, and spacing requirements are set forth in Tables 1 and 2. Allowable stress design tension and shear loads are as noted in Tables 3 through 11. Allowable loads for Kwik Bolt 3 anchors subjected to combined shear and tension forces are determined by the following equation: (PSJPr + (V )Vt)513 S 1 where: P = Applied service tension load (Ibf or N). P, = Allowable service tension load (Ibf or N). V = Applied service shear load (Ibf or N). V, = Allowable service shear load (Ibf or N). 4.2 Installation Requirements: Kwik Bolt 3 shall be installed in holes drilled into the base material using carbide - tipped masonry drill bits complying with ANSI B212.15 -1994. The nominal drill bit diameter shall be equal to that of the anchor. The drilled hole shall exceed the depth of anchor embedment by at least one anchor diameter to permit over - driving of anchors and to provide a dust collection area. The anchor shall be hammered into the predrilled hole until at least six threads are below the fixture surface. The nut shall be tightened against the washer until the torque values specified in Table 1 are attained. iF_ REPORTS" are not to be construed as representing aesthetics or any other allributes not specifically addressed, nor tyre trey to be construed as on endorsement of the subject of the report or a recmnrnendation for its use, There is no warranty by lCC Evaluation Service, Inc., express or implied, its to any or other matter in this report, or as to any product covered by the report. Copyright ©2004 CORRECTION Page 1 of 8 L.TR# Z a , W UO Cl CO WX CO W WO J U. Q = �W Z 1--0 Z H w U� ON 0 1.- WW HL) LL Z U= O F_ Z Page 2 of 8 ESR -1385 4.3 Special Inspection: Special inspection shall be provided in accordance with Section 1704 of the IBC or Section 1701 of the UBC when design loads are based on special inspections being provided during anchor installation, as set forth in Tables 3 through 11. Special inspection in accordance with Section 1704 of the IBC shall be provided under the IRC when special inspection is specified in Tables 3 through 11. The code official shall receive a report, from an approved special inspector, that includes the following details: 1. Anchor description, including the anchor product name, nominal anchor and bolt diameters, and anchor length. 2. Hole description, including verification of drill bit compliance with ANSI B212.15 -1994, hole depth, and cleanliness. 3. Installation description, including verification of concrete compressive strength by ASTM C 42 methods, and verification of anchor installation and location (spacing and edge distance) in accordance with Hilti's published installation instructions and this report. 5.0 CONDITIONS OF USE The Kwik Bolt 3 Concrete and Masonry Anchors described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Anchor sizes, dimensions, and installation comply with this report and Hilti's published installation instructions. 5.2 Allowable tension and shear loads are as noted in Tables 3 through 11 of this report. 5.3 Calculations and details demonstrating compliance with this report are submitted to the code official for approval. 5.4 The use of anchors is limited to installation in uncracked, normal- weight concrete, structural lightweight concrete, structural lightweight concrete over steel deck, and uncracked grout filled masonry concrete. Cracking occurs when f, > f, due to service loads or deformations. 5.5 When using the basic load combinations in accordance with IBC Section 1605.3.1.1 or UBC Section 1612.3.1, allowable loads are not permitted to be increased for wind or earthquake loading. When using the alternative basic load combinations in IBC Section 1605.3.2 or UBC Section 1612.3.2 that include wind or seismic loads, the allowable shear and tension loads for anchors are permitted to be increased by 33 percent. Alternatively, the basic load combinations may be reduced by a factor of 0.75 when using IBC Section 1605.3.2. 5.6 Anchors are not permitted for use in conjunction with fire- resistance -rated construction. Exceptions would be: • Anchors resist wind or seismic loading only. • For other than wind or seismic loading, special consideration is given to fire exposure conditions. 5.7 Use of carbon steel Kwik Bolt 3 anchors is limited to dry, interior locations. Hot - dipped galvanized and stainless steel Kwik Bolt 3 anchors are permitted in exterior exposure or damp environments. 5.8 Since an ICC -ES acceptance criteria for evaluating data to determine the performance of expansion anchors subjected to fatigue or shock loading is unavailable at this time, the use of these anchors under these conditions is beyond the scope of this report. 5.9 Special inspection is provided in accordance with Section 4.3 of this report when required by Tables 3 through 11. 5.10 Anchors are manufactured by Hilti, Inc., Feldkircherstrasse 100, Schaan, Liechtenstein, and by AMS, 7400 East 42nd Place, Tulsa, Oklahoma, under a quality control program with inspections conducted by Underwriters Laboratories Inc. (AA -668). 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC -ES Acceptance Criteria for Expansion Anchors in Concrete and Masonry Elements (AC01), dated April 2002, including seismic tests, reduced spacing tests and reduced edge distance tests. 6.2 Quality control manuals. 7.0 IDENTIFICATION The anchors shall be identified in the field by dimensional characteristics and packaging. The packaging label indicates the manufacturer's name ( Hilti, Inc.) and address, the size and type of anchor, the name of the inspection agency (Underwriters Laboratories Inc.), and the [CC-ES report number (ESR - 1385). A length identification code letter is stamped on the threaded end of the bolt. The length identification system is described in Table 12. TABLE 1- INSTALLATION SPECIFICATIONS' SETTING DETAILS ANCHOR SIZE Inch '/, inch '/, Inch 5/8 inch 3 /q inch 1 inch Drill bit size = anchor diameter (inches) '/q 3/8 1 /2 5 /g 3 /4 1 Wedge clearance hole (inches) 5 /18 7 /18 9 /18 11 /16 13 /1. 1 '/e Anchor length (min. /max.) (inches) 1' /4 4' / 2 7 2 7 3' / 1 10 6 12 6 12 Thread length std. /lo ng thread length (inches) 3 /4 3 7 /8 5 1' / 4 4% 1' / 7 Z 6 2' /q 6 Installation: Torque guide values' (ft -Ibf) Stainless steel Carbon steel: Min. embedment Carbon steel: Std. embedment 6 4 4 20 20 20 40 40 40 85 85 85 150 150 150 200 200 325 Min. base material thickness (inches) 3 inches or 1.5 x embedment depth, whichever is greater For SI: 1 inch = 25.4 mm, 1 ft -Ibf = 1.356 N -m. 'Installation torques are applicable for all anchors Installations unless noted otherwise in this report. ti+S.+... -4.. .-.c.+wi: .a.,- w :: 31; i,:. G. w:. r:.: Sa+ ut. �G. trinzt .��ia�..+xNy.AL..u 'h.MU:: . �, ce: r.. Httw«.., a\. c �a3z7+;;.+: �. n. �: �' a4Y. Jr�3.!( l: x'! a`- iixr.!.''` N�+ fq: uAiSv, B: � n:iki}h'3i:iss'Fia'S'�± Z �~ W UO O J CO WO LL d co = I. W Z t O W ~ W U� ON 0 1.- W UJ U_ ~O tit Z. U= O~ Z TABLE 2— ANCHOR SPACING AND EDGE DISTANCE REQUIREMENTS DESCRIPTION ANCHOR DIAMETER (in.) 'l, 3 1" 'I % 3 l 4 1 Embedment: minimum/nominal/deep (in.) 1 2 1 3 1 1 1 2'/ 1 3 % 2'/ 3'/ 1 4 1 2 1 4 1 5' 3' 4 0 1 4 1 6 1 9 NORMAL WEIGHT CONCRETE'' Spacing required to obtain maximum load S (in.) Tension Shear 2 z 4'/ z 5 3 ° 5'/ ° 5 a 5'/ ° 7 B 7 B 6 a 9 9'/ ° 7 ° 10 a 10 a 10'/ ° 13'! z 15 Minimum allowable spacing between anchors S. (in.) Tension' Shear° 1'/ e 2 3 1'/ ° 2'/ z 3'/ z 2'/ 4 3'/ z 4 a 2 a 4 5'/ z 3'/ a 4 a 6'/ z 4'/ z 6 9 Edge distance required to obtain maximum toad C (in.) Tension 2 3'/ 3 2 7 /" 4 4'/ 4 6% 0" 4 7 7 5 8 0" 7 10'/ 11'/ Shear 3 3 3 4 4 4 6 6 6 8'/ 1 8'/ 8'/ 9 9 9 13'/ 13'/ 13'/ Minimum allowable edge distance C,,, (in.) Tension 1'/" 2 3 1 2% 3' / 2 3'! Shear' 1 1 1 2'/ 6 STRUCTURAL LIGHTWEIGHT CONCRETE - Spacing required to obtain maximum load S. (in.) Tension Shear 3 ° 6 6 ° 4 ° 7'/ z 7 a 6 a 10'/ z 10'/ z 8'/ a 12 12'/ ° 9 a 14'/ a 14'/ z 13'/ z 18 19 ° Minimum allowable spacing between anchors S,, (in.) Tension' Shear 1'/ z 2 ° 4 2'/ ° 3 e 4 ° 3 4 e 6 ° 3'/ ° 5 e 7 ° 4 ° 6 e 8 ° 6 8 12 Edge distance required to obtain maximum load C, (in.) Tension 2'/ 4'/" 5'/" 3 5 6 5 8'/ 8' /" 6 9 9 7 11 11'/" 10% 14 15 Shear 4'/ 4'/ 4'/ 6'/ 6'/ 6'/ 9 9 9 11 11 11 13 13 13 18 18 18 Minimum allowable edge distance C, (in.) Tension 1'/ 2'/" 4 2' /" 3 4'/" 3 4' /" 6 3 5 7 4 6 8' /" 6 8 12 Shear' 2'/ 2'/ 2'/ 3 3'/ 3'/ 4'/ 4 4 5 5' / 5' / 6 6' / 6'/ 9 9 9 For Sl: 1 inch = 25.4 mm, 1 lb = 4.45 N. 'Data in this section of the table and the footnotes apply to Tables 3, 4, and 5 for normal weight concrete. 2 Data in this section of the table and the footnotes apply to Tables 6, 7, and 10 for lightweight concrete. 3 When using S for a load in tension, reduce allowable load by 40 %. 4 When using S., for a load in shear, reduce allowable load by 10 %. 'When using C for a load in tension, reduce allowable load by 20 %. 6 When using C, for a load in shear, reduce allowable load by 50 %. 7 For edge and anchor spacings between minimum and critical values, allowable loads may between linearly interpolated between the allowable loads at minimum and critical spacings. "Anchor and edge spacing guidelines may be divided by 1.13 for sand lightweight concrete. 9 1-oad reductions are multiplied when considering simultaneous reductions due to C and S,,,. Nb u vwti� 5 z 3.� sv ca- w o Go M X CA) Go CA NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. i Pagb 4 of 8 ESR -1385 TABLE 3- CARBON STEEL KWIK BOLT 3 ALLOWABLE TENSION AND SHEAR VALUES IN NORMAL - WEIGHT CONCRETE (in pounds) ,2,4 rc = 2,000 psi r c = 3,000 psi re = 4,0110 psi rc = 6,000 pat Anchor Anchor Tension Tension Tension Tension diameter Inch depth Inches Cc = 2,000 pal Tension rc = 3,000 psi Tension rc = 4,000 psi Tanaion Shear+ With Sp. Without Sp . With Sp. Ina Without Sp. Ins . With Sp. Ins p? Without S .Ins With Sp. Ins p? Without Sp. Ins . 1 118 276 138 338 169 399 200 510 255 449 114 2 594 297 669 335 745 372 766 383 449 3 681 331 714 357 766 383 766 383 449 1518 678 339 846 423 1,013 506 1,013 508 1,062 318 212 1,179 590 1,424 712 1,669 835 1,846 923 1,255 312 1,450 725 1,560 780 1,669 835 1,846 923 1,255 21/4 1,049 524 1,284 642 1,519 759 1,853 927 1 112 312 1,810 905 2,048 1,024 2,286 1,143 3,035 1,518 1,867 4314 2,000 1,000 2,207 1,103 2,414 1,207 3,083 1,541 1.832 23/4 1,768 1 883 1,898 949 2,029 1,015 2,601 1,300 2,578 5/8 4 2,469 1 1,235 2,805 1,402 3,141 1,570 3,825 1,912 3,324 512 3.079 1 1,539 3,462 1,731 3,846 1,923 4,992 2,496 3,324 31/4 1,949 974 2,230 1,115 2,510 1,255 3,475 1,738 3,834 3/4 4 3/4 3,007 1,503 3,956 1,978 4,905 2,452 5,714 2.857 4,701 61/2 4,173 2,087 5,369 2,685 6,565 3,283 6,565 3,283 4.701 412 2,930 1,465 3,650 1,825 4,375 1 3 ,1118 4,360 2,180 6,625 1 8 3,990 1,995 5,310 2,655 6,625 3,313 7,875 3,938 8,625 9 6,040 3,020 7,050 3,525 8,055 1 4,028 10,000 1 5.000 1 8.625 ror sn i mcn =z5.4 mm, 1 ps1 KFa, i mt -4.45 N 'The tabulated tension values are for Kwik Boll 3 Installed in stone aggregate normal weight concrete having the tabulated compressive strength at the time of Installation. Concrete aggregate shall comply with ASTM C 33. = Allowable loads or applied loads may be modified In accordance with Section 5.5 of this report due to short -term wind or seismic loads. } These tension values are only applicable when anchors are installed with special inspection In accordance with Section 0 of this report. 'The tabulated shear values are for Kwik Bolt 3 installed in normal- weight concrete having a minimum 2,000 psi compressive strength at the time of installation. Concrete aggregate shall comply with ASTM C 33. TABLE 4 -HOT- DIPPED GALVANIZED KWIK BOLT 3 ALLOWABLE TENSION 'AND SHEAR VALUES IN NORMAL- WEIGHT CONCRETE (in pounds) i Anchor diameter Inch Anchor depth inches Cc = 2,000 pal Tension rc = 3,000 psi Tension rc = 4,000 psi Tanaion rc = 6,000 psi Tension Shear" with3p. Ins p.3 Without Sp. Ins . With3p. Ins p. Without Sp. Ins . Witi5p. Ins p. Without Sp. Ins With So. Ins p. Without Sp. Ins . 2114 1,055 528 1.185 592 1,314 657 1,553 776 1,673 1/2 312 1,775 887 1,983 991 2,191 1,095 2,912 1,456 1,745 4314 2,078 1,039 2,373 1,187 2,669 1,334 3,375 1.687 1.745 1,639 820 1,803 902 1,967 984 2,522 1,261 2,690 516 [ 3/4 :� 2,363 1,182 2,929 1,464 3,495 1.747 4.900 2,450 3,324 512 3,163 1,581 1 3,778 1 1,889 1 4,394 1 2,197 1 5,327 2.663 3,324 31/4 2,175 1,088 2,344 1.172 2,513 1,257 2,597 1,298 3,834 314 4 314 3,463 1,732 4,037 2,019 4,612 1 2,306 5,387 2.694 4,701 612 4,794 2,397 5,442 2,721 6,089 3,044 6.956 3.478 4,701 For SI: 1 Inch=25.4 mm, 1 psl =6.9 kPa, 1 ib =4.45 N i 'See Table 3 for footnotes. t r Z �}- Z �W U• 0 W = " J H CO LL WO �a cl) d = W F^ _ ? F W O LLI 25 U0 O N WW X U O. .• Z U =. O� Z i Page 5 of 8 ESR -1385 TABLE 5- STAINLESS STEEL KWIK BOLT 3 ALLOWABLE TENSION AND SHEAR VALUES IN NORMAL-WEIGHT CONCRETE (in pounds)'a Anchor diameter inch Anchor depth Inches rc = 2,000 psi Tension rc = 3,000 psi Tension rc = 4,000 psi Tension rc = 6,000 psi Tension Shear' With Sp. Ins p. Without Sp, Ins . With Sp. Ins p.' Without Sp. Ins . With Sp. Ins p.' Without Sp. Ins . With Sp. Ins p. Without Sp. Ins . With Sp. 11/8 235 118 289 144 343 171 422 211 560 1/4 2 493 247 567 283 640 320 785 392 599 200 3 588 294 632 316 677 339 785 392 599 3/8 15/8 546 273 601 301 657 328 1 855 427 825 318 2112 1 585 1 650 1,432 716 1,716 858 1,451 1,284 31/2 1,385 692 1,488 744 1.591 795 1,729 865 1,451 1,143 21/4 922 461 1,120 560 1,318 659 1,474 737 1,757 112 31/2 1,313 657 1,800 900 2,288 1,144 2,413 1,207 2,702 31/4 43/4 1,809 905 2,045 1,023 2,281 1,140 2,716 1,358 2,702 3,896 2 314 1,470 735 1,564 782 1,657 829 2,082 1,041 2,697 5/8 4 2,210 1,105 2,609 1,304 3,008 1,504 3,959 1,979 4,283 51/2 3,163 1,581 3,531 1,766 3,900 1,950 5,337 2,668 4,283 31/4 1,450 725 1 913 2,200 1,100 2,450 1,225 2,700 314 4 314 2 350 1,175 2,990 1,495 3,625 1,813 4,375 2,188 4,225 6 2,750 1,375 3,500 1,750 4,250 2,125 4,800 2,400 4,500 41/2 2,300 11150 2,850 1,425 3,400 11700 4,500 2,250 5,700 1 6 3,740 1,870 4,930 2,465 6.120 3,060 6,875 3,438 7,000 9 5,250 2,825 7,025 3,513 8,800 4,400 8,800 4,400 7,000 ror ar: 1 lncn =can mm, 1 psro.V Kra, 1 loa.nn N. 'See Table 3 for footnotes. TABLE 6- CARBON STEEL KWIK BOLT 3 ALLOWABLE TENSION AND SHEAR VALUES (in pounds), STRUCTURAL LIGHTWEIGHT CONCRETE"' ror .tar: 1 mcn =z5.4 mm, 1 lot =4.40 N, 1 psi =ti. I Kra. 'The tabulated tension values are for anchors installed In structural lightweight aggregate concrete having the minimum Indicated compressive strength at the time of installation. Concrete aggregate shall comply with ASTM C 330. Allowable loads or applied loads may be modified in accordance with Section 5.5 of this report due to short-term wind or seismic loads. 'These tension values are only applicable when anchors are installed with special Inspection in accordance with Section 4.3 of this report. 'The tabulated shear values are f6r anchors Installed in structural lightweight concrete having a minimum 2,000 psi compressive strength at the time of installation. The concrete aggregate shall comply with ASTM C 330, TABLE 7- STAINLESS STEEL KWIK BOLT 3 ALLOWABLE TENSION AND SHEAR VALUES (in pounds), STRUCTURAL LIGHTWEIGHT CONCRETE" rc = 2,000 psi rc = 3,000 psi rc = 4,000 psi Anchor Anchor Tension Tension Tension Shear diameter depth With Sp. With Sp. Without With Sp, Without With Sp. Without Inch inches Ins p.' Sp. Ins . Ins E. Sp. Ins . Ins Sp. Ins . 1/4 11/8 275 138 337 169 399 200 397 2 594 297 665 333 1 737 368 1 397 3/8 1 Isla 586 293 686 343 787 393 889 21/2 1,119 560 1,339 670 1,560 780 1,255 1/2 2114 1,049 524 1,284 642 11519 759 1.745 3112 11810 905 2,046 1,024 2,286 1,143 1,867 518 2314 1,560 780 1,815 908 2,071 1,035 2,578 4 2,483 1,242 2,828 1,414 3,172 1,586 3,151 314 31/4 1,922 961 2,242 1,121 2,562 1,281 3,834 43/4 3,037 1,519 3,896 1,998 4,955 1 2,477 4,701 ror .tar: 1 mcn =z5.4 mm, 1 lot =4.40 N, 1 psi =ti. I Kra. 'The tabulated tension values are for anchors installed In structural lightweight aggregate concrete having the minimum Indicated compressive strength at the time of installation. Concrete aggregate shall comply with ASTM C 330. Allowable loads or applied loads may be modified in accordance with Section 5.5 of this report due to short-term wind or seismic loads. 'These tension values are only applicable when anchors are installed with special Inspection in accordance with Section 4.3 of this report. 'The tabulated shear values are f6r anchors Installed in structural lightweight concrete having a minimum 2,000 psi compressive strength at the time of installation. The concrete aggregate shall comply with ASTM C 330, TABLE 7- STAINLESS STEEL KWIK BOLT 3 ALLOWABLE TENSION AND SHEAR VALUES (in pounds), STRUCTURAL LIGHTWEIGHT CONCRETE" For 51:1 Inch =25.4 mm, 1 I131 =4.45 N, 1 ps1 =6.y Wa. 'See Table 6 for footnotes, Z Q ` S Z'. W W VO Cl) D CO W J f i_ WO U Q C0 d = W Z 0 5. UO , D F- W W LIL O .. Z. O Z rc - 2,000 pal rc = 3,000 psi rc = 4,000 psi Anchor Anchor Tension Tension Tension With Sp. Without With Sp. Without With Sp. Without diameter depth Shear" inch inches Insp.' Sp. Ins . Ins p. Sp. Ins . Ins I Sp. Ins . 114 11/8 245 122 301 150 357 179 547 2 509 254 584 292 660 330 599 3/8 15/8 562 281 623 311 684 342 825 2112 920 460 1,198 599 1 1,476 738 1 1,258 112 21'4 951 475 1,155 576 1,359 680 1,757 31/2 1,354 677 1.853 926 2,351 1,176 2,702 518 2 3/4 1,471 736 1,607 804 1,744 872 2,697 4 2,301 1,151 2,717 1,358 3,132 1,566 4,219 For 51:1 Inch =25.4 mm, 1 I131 =4.45 N, 1 ps1 =6.y Wa. 'See Table 6 for footnotes, Z Q ` S Z'. W W VO Cl) D CO W J f i_ WO U Q C0 d = W Z 0 5. UO , D F- W W LIL O .. Z. O Z f For SI: 1 Inch= 25.4 mm,1 Ibf = 4.45 N,1 psi = 6.89 kPa. 'Values valid for anchors installed in Type 1 Grade N, lightweight, medium - welght, or normal- welght concrete masonry units conforming to ASTM C 90 or UBC Standard 214. The masonry units must be fully grouted with coarse grout conforming to IBC 2103.10 and ASTM C 476 ! or UBC Section 2103.4 and UBC Standard 21 -19. Mortar shall comply with IBC Section 2103,7 and ASTM C 270 or UBC Section 2103.3 and UBC Standard 21 -15, Type S, N, or M. Masonry prism compressive strength shall be at least 1,500 psi at the time of installation when tested in accordance with IBC Section 2105.2.2.2 and ASTM C 1314 or UBC Section 2105.3.2 and UBC Standard 21 -17. Z Anchors must be installed a minimum of 1 -3/8 inches from any vertical mortar joint in accordance with Figure 2. 3 Anchor locations are limited to one per masonry cell with a minimum spacing of 8 inches on center. i 'Embedment depth is measured from the outside face of the concrete masonry unit. t ! s Allowable loads or applied loads may be modified in accordance with Section 5.5 of this report due to short -term wind or seismic loads. y ° These tension values are only applicable when anchors are installed with special inspection in accordance with Section 4.3 of this report. i ? For intermediate edge distances, allowable loads may be determined by linearly interpolating between the allowable loads at the two tabulated edge distances. E s ) f . i i ) Page 6 of 8 ESR -1385 TABLE 8— ALLOWABLE TENSION AND SHEAR VALUES FOR HILTI KWIK BOLT 3 ANCHORS INSTALLED IN THE FACE SHELLS OF GROUT - FILLED CONCRETE MASONRY WALLS (in pounds)' 2,3,5 Z �Z. �Q 2. J U 00_ to o CO W = J I. CO) U_ WO 2 9 Q CO) c = W Z f.. F– O W W U0 O WW X U - 0 W CO F-- f Z TENSION SHEAR ANCHOR DIAMETER (inches) EMBEDMENT - DEPTH (inches) MIN. DISTANCE EDGE OF WALL (inches) UBC With Sp. Insp 6 UBC Without Sp. Insp IBCIIRC UBC iBC1IRC 1/4 11/8 4 152 76 121 380 304 12 152 76 121 380, 304 2 4 540 270 432 427 342 12 540 270 432 427 342 3/8 15/8 4 321 161 257 736 589 12 342 .171 273 938 751 21/2 4 782 391 626 955 764 12 782 391 626 1317 1054 1/2 21/4 4 628 314 502 830 664 12 667 333 533 1464 1171 3112 4 905 452 724- 1051 840 12 905 452 724 2317 1853 518 23/4 4 814 407 651 888 710 12 866 433 692 2165 1732 4 4 1242 621 994 929 743 12 1294 647 1035 2654 2123 314 31/4 4 1036 518 829 784 627 12 1036 518 829 3135 2508 43/8 4 1645 823 1316 821 657 12 1711 855 1368 3283 2627 Z �Z. �Q 2. J U 00_ to o CO W = J I. CO) U_ WO 2 9 Q CO) c = W Z f.. F– O W W U0 O WW X U - 0 W CO F-- f Z I Page 7 of 8 ESR -1385 TABLE 9— ALLOWABLE TENSION AND SHEAR VALUES FOR HILTI KWIK BOLT 3 CARBON STEEL ANCHORS INSTALLED IN TOP OF GROUT - FILLED CONCRETE MASONRY WALLS' .1.3.1 pounds) ANCHOR DIAMETER (Inches) EMBEDMENT DEPTH (inches) TENSION SHEAR Per endicular to wall Parallel to wall UBC With Sp.lnsp. UBC Without Sp.lnsp. IBCIIRC ICC•ES IBC/IRC ICC -ES 1 IBCfIRC 1/2 3 646 323 517 311 249 614 491 518 31/2 1 852 426 682 1 311 249 614 491 t SI: 1 Inch = 25.4 mm, 1 Ibf = 4.45 N 'Values valid for anchors Installed in Type 1 Grade N, lightweight, medium - weight, or normal- welght concrete masonry units conforming to ASTM C 90 or UBC Standard 21.4. The masonry units shall be fully grout with coarse grout conforming to IBC 2103.10 and ASTM C 476 or UBC Section 2103.4 and UBC Standard 21 -19. Mortar shall comply with IBC Section 2103.7 and ASTM C 270 or UBC Section 2103.3 and UBC Standard 21 -15, Type S, N, or M. Masonry prism compressive strength shall be at least 1,500 psi at the time of installation when tested accordance with IBC Section 2105.2.2.2 and ASTM C 1314 or UBC Section 2105.3.2 and UBC Standard 21 -17. 2 Anchors shall be Installed a minimum of 1-3/4 Inches from edge of the block. 'Anchor locations are limited to one per masonry cell with a minimum spacing of 8 inches on center. 'Embedment depth is measured from the lop edge of the concrete masonry unit. A Aloowable loads or applied loads may be modified in accordance with Section 5.5 of this report due to short -term wind or seismic loads. ° These tension values are only applicable when anchors are installed with special Inspection in accordance with Section 4.3 of this Report. TABLE 10 --KWIK BOLT 3 CARBON STEEL ALLOWABLE TENSION AND SHEAR VALUES (in pounds), STRUCTURAL LIGHTWEIGHT CONCRETE OVER METAL PROFILE DECK'' ANCHOR DIAMETER (inches) / Material MINIMUM EMBEDMENT DEPTH (inches) rc = 3,000 psi Tension lb Shear r With Sp. Ins Without Sp. Ins p. 1/4 Carbon Steel 2 619 310 574 3/8 Carbon Steel 21/2 1,033 517 813 1/2 Carbon Steel 31/2 1,600 863 1,264 5/8 Carbon Steel 4 2,221 1,111 2,118 1/4 Stainless Steel 2 617 308 574 318 Stainless Steel 21/2 1,016 508 994 1/2 Stainless Steel 3112 1,476 738 1,602 . 5/8 Stainless Steel 4 2,202 1 1,101 2,118 ror a1: 1 mcn =zo.4 mm, 1 1131 =4Ab N, 1 pS1 =0.a Kra 'The tabulated tension or shear values are for anchors installed in structural sand - lightweight concrete having the minimum indicated compressive strength of 3,000 psi at the time of installation. Refer to Figure 3 for minimum dimensions of the composite deck. Concrete aggregate shall comply with ASTM C 330. 2 The minimum distance from the center of the bolt to the edge of the lower flute is 11/4 inches. 'Allowable loads or applied loads may be modified in accordance with Section 5.5 of this report due to short-term wind or seismic loads. 4 Anchors are permitted to be installed in the lower or upper flute of the composite steel deck/concrete fill assembly, provided the installation procedures are maintained. 5 For anchor spacing, refer to Table 2, footnotes 2, 3, 4, 7 and 8. S These tension values are only applicable when anchors are Installed with special inspection In accordance with Section 4.3 of this report. 7 There is no restriction on the direction of shear loading. TABLE 11 - KWIK BOLT 3 CARBON STEEL AND HOT DIPPED GALVANIZED ALLOWABLE TENSION AND SHEAR VALUES (in pounds), NW CONCRETE, 1 -3/4 INCH EDGE DISTANCE' .2.3 ANCHOR DIAMETER ANCHOR EMBED. F, a 2000psi Tension Shear Perpendicular to Ede Shear Parallel to Edge With Sp. Insp. Without So. Ins p. 318 3 956 478 409 916 1/2 3 932 466 376 1001 4112 1287 643 447 1415 ror w: l Incn =zo.4 mm, 7 p51 =13.ti Kra, 1 Io1 =4.4b N 'The tabulated tension and shear values are for Kwik Bolt 3 Installed in stone aggregate normal weight concrete having the tabulated compresive strength at the time of installation. Concrete aggregate must comply with ASTM C 33. 'Allowable loads or applied loads may be modified in accordance with Section 5,5 of this report due to short-term wind or seismic loads. 'These tension values are only applicable when anchors are Installed with special inspection in accordance with Section 4.3 of this Report. TABLE 12 - LENGTH IDENTIFICATION SYSTEM STAMP ON ANCHOR A B C D E F G H 1 J K L M N O P O R S T U V W X Y Z Length of From 1% 2 2% 3 3'% 4 4 1 /1 5 5 % j 6 6' /, 7 7'/a 8 8% 9 g %, 10 11 12 13 14 15 16 17 18 anchor (inches) U p to but not 2 2'h 3 3 h 4 4 A 5 5 %, 6 6'% 7 F7% 8 1 8i 9 9 %, 10 11 12 13 14 15 16 17 18 18 Including For 31: 1 Inch - 25.4 mm. Z Z W UO U) 0 J � C0 U_ WO LL Q d �W Z F- Z� �5 U� O N H WW 1L 0. W CO O Z ' Page 8 of 8 ESR -1385 i . -- --- Nut Anchor Installation is Restricted to Non - Shaded Areas : -^- - r- -- Washer --- Thread Area i i I . ..__.... _ Anchor Body Triple Segmented Wedge . FIGURE 2— ACCEPTANCE LOCATIONS (NON-SHADED AREAS) FOR HILTI KWIK BOLT 3 ANCHORS IN GROUT - FILLED CONCRETE MASONRY UNIT c-VIN. 00 PSI SAND- LIGHr1YEiGHr CONCRETE GAUGE DEC ' s Z =Z '~ W L QQ Y J U CO) 0 W = 'J F- CO w0 LL Q = d. H =. Z F.. I_ O Z F- �0 O N o I-. WW F=- FUr- LL O tll Z CO) I- F- . O Z i i — PROFILE OF STRUCTURAL - LIGHTWEIGHT CONCRETE OVER METAL DECK z 0 1908 July 20, 2005 :--I 1 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Roger Stuessi 18271 Andover Park W Seattle, WA 98188 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -223 Universal freight Forwarder — 18290 -A Andover Pk W Dear Mr. Stuessi: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Planning, Public Works and Fire Departments have no comments. Buildine Department: Allen Johannessen, at (206) 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Correctionslrevisions must be made in person: and will not be accepted throaah the mail or by a messener service. If you have any questions, please contact me at (206) 433 -7165. ; erely, nda Holt del Permit Coordinator encl xe: File No. D05 -223 P:\planninglbrenda\D05 -223 - correction hr1ll.doc bh Z �w JU U O° rn o Cl) LLJ J = Cl) LL,. w O u - c d = w Z� ►— O Z E.-. 2 '. D O v_r w w. U O .Z w 0 F; O Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 a Fax: 206 - 431 -3665 Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No Ruther comments at this time, Q Building Division Review Memo �W U L) 0. Date: July 15, 2005 W Project Name: Universal Freight Forwarder —' Permit #: D05 -223 N U. W o Plan Review: Allen Johannessen, Plans Examiner Q.. UL �a A Building Division conducted a plan review on the subject permit application. Please address the following W comments in an itemized format with revised plans, specifications and/or other applicable documentation. ? �' PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). w O (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) LU Do U N. O 0 t- 1 The plans and engineering indicate "no special inspection required per ICBO #ER- 4627'. The ER-4627 is an outdated v report. ER -2895 dated March 1, 2005 is the current report. Special inspection shall be required per 2003 IBC SECTION 1704 Special Inspections & 1707.5 STORAGE RACKS AND ACCESS FLOORS. "Periodic z special inspection during anchorage of access floors and storage racks 8 feet or greater in height in structures w co U 1 assigned to Seismic Design Category D, E or F." Z Revise plans and engineering notes to show special inspections required. Otherwise, provide copies of report documentation that meets the requirements. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No Ruther comments at this time, nV PLAN REVIEW�R�OUTING SLIP ACTIVITY NUMBER: D05 -223 DATE: 7 -27 -05 PROJECT NAME UNIVERSAL FREIGHT FORWARDER SITE ADDRESS 18290 -A ANDOVER PK W Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter 1 Revision # I After Permit Issued DEPARTMENTS: r0� B ui J� F ire Prevention Plannin Division �f'9 ❑ 9 ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION O F COMPLETENESS: (Tues., Thurs.) DUE DATE: 7-28-05 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R UTING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑■ APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DocumenWrouUng slip,doc 2 -28 -02 DUE DATE: 8-25-05 Not Approved (attach comments) ❑ ❑ No further Review Required DATE: z �Z �w JU U to C3 co W J CO U. w� 9 U_ U = w z� Zo w U� O- o�_ wW �O w z co O Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -223 DATE: 6 -29 -05 PR03ECT NAME UNIVERSAL FREIGHT FORWARDER SITE ADDRESS 18290 -A ANDOVER PK W X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTME Bui ing vision Fire Prevention Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator > DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 7-5-05 Complete 1?f Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO NG: Please Route Structural Review Required ❑ REVIEWER'S INITIALS: No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 7` ZO -oS Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: DocumenWroudng slip.doc 2 -28-02 DUE DATE: 8 Not Approved (attach comments) z �z W o g JU UO 00 �sx DU- WO LL ?. � =w ? t- z O. W L) ON 0 1 LL w z U CO O z 0d City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 '1E Phone: 206 -431 -3670 'i Fax: 206 - 431 -3665 JU Web site: htW://witnv.ci.ttdnvila.wa.tts MM DEVELC REVISION SUBMITTAL t '-I l " rq Revision: submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 5 3 Plan Check/Permit Number: D05 -223 ❑ Response to Incomplete Letter # ® Response to Correction Letter # I ❑ Revision # ^ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name UNIVERSAL FREIGHT FORWARDER Project Address 19290 -A Andover Pk W Contact Person: Roger Steussi Phone Number: Summary of Revision: cif- D z B5 Z W r UO (/) CO Ui W = H. W O U. D = w Z0 _, W Q U CO. O w LL O . _ ui CO b 1~- z Z OrTY OF TUKWi1-A ?. 7 2005 � pCrtivirT v N TC ° I Sheet Number(s): "Cloud" or highlight all areas of revision including (late of revision j Received at the City of Tukwila Permit Center by: (� Entered in Permits Plus on applications forms - applications on ImeVevision submittal Created: 8 -13 -2004 Revised: in. .:4• ...:.L +..: .- .v.:..+..J:4..�»wt:.r✓C.+.;. �..: ofc. s�..}. tE: d4. �:: ixcu�1 :.:s1: w4`l :5 +i1A:«)•w'Gr..,, .•wt,a.nn:..:bsn4.'� ... .' i6K: e. lr.l.,; i...,: wn4t' 1; J�: vJi. a..: raR ..a. "u.s✓.as�fxyv'.'Y}�ua.ai7 r�. Ja: lttt• J/ ��:, U"N a:.: n. n." ,tL:,,iJU.:,...:.i..�.:.::.::.. Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License ENGINP1013JK Licensee Name ENGINEERED PRODUCTS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601891155 Ind. Ins. Account Id VICE PRESIDENT Business Type CORPORATION Address 1 18271 ANDOVER PARK W Address 2 01/01/1980 City SEATTLE County KING State WA Zip 981884706 Phone 2066826596 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/12/1999 Expiration Date 1/1/2006 Suspend Date #2 Separation Date SB9151 Parent Company Cancelled Previous License ENGINSPI42RA Next License GADCOMH991 K4 Associated License Business Owner Information Name Role Effective Date Expiration Date SALMAN, DAVID E PRESIDENT 04/12/1999 ROCHE, ROBERT H VICE PRESIDENT 04/12/1999 Company HAYES, RONALD R Effective 01/01/1980 01/01/1980 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date Until #2 CBIC SB9151 01/01/2002 Cancelled $12,000.00 12/12/2001 https:H fortress .wa.gov /lni/bbip /printer.aspx ?License= ENGINPIOI HK Page 1 of 2 08/03/2005 Z Z, JU UO CO O. W = C0 U. WO LL Q = C� FW T Z H I•- O Z H. W UO O N OH W HU LL O W Z U O ~' Z 1 i I 4�V !TA ii c s titilll 111 WasII111L11n1 Y� � +tear s DEPARTMENT OF LABOR & INDUSTRIES PO BOX 44450 OLYMPIA WA 98504 -4450 ENGINEERED PRODUCTS INC 18271 ANDOVER PARK W SEATTLE WA 98188 -4706 r 4 FIRST CLASS MAIL' j US POSTAGE 1 PAID DLY F W , VIA. 1 iAuyl bI Aft ,�c y; PERMIT NO 312 ' JA N 12 2004 s L5P i. s . •�� � ���� __ • � � li,i, tit,( ttttfilt,(, Ittit,( ,ttit,titt,„ttlt,tl,tlt „ILt,tit Detach And Display Certificate - --, i .j r � '- - -- Detach And Cci itirate { ' REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL Please Remove f EXP . DATE And Sim � CC01 ENGINPI013JK 01/01/2006 Identification f EFFECTIVE DATE 04/12/,1999 I Card Before I ENGINEERED . PRODUCTS INC Placing In 18271 ANDOVER PARK W Billfold I SEATTLE WA 98188 -4706 Signature ISSUed by DEPARTMENT OF LABOR AND INDUSTRIES 1 e � 1 I t 1 3 J Z Z '~ W JU UQ CO Ito uj J � CO W W O u. a c� V d, �-W z� O Z I—: UC O N. O t— W UJ u o. ui z CO) 0 z f f I 4 , t i. l: �f , f• � t S 4 r' � i R .3 t• t Existing Romp i. , 1 1 Existing 9' x 1 ' Overhead Doors L !� ai ILI 0 1 i 2" x 96" x 96f1 FE1 E42 1B Existing 12' x 15' Drive —in Overhead Door WALK -IN COOLER Managers Office Office Office ! low 13' x 12' , 10' x 12' 10' x 12' . �.•� _ j� 1 Relites Open Area 36' x 23' New Window Openings 1 i N C� L-7 1 I, tf4CXs A a I'f'1AwVFA67 C Cy .4A/L) ..- C F'- fir; C 1L 7r, I _ Al Ij'I J•� muM �i fco ( F y ) u rj#n ,A; E (F, F m 60 IS AM pct -rr- -s IC 3 lnA selmu a, f A cK t o *.c d . Co�vC�tE �� s C,r•�3 tr Gfii+E -sr As >% 7X)C& 1i /l+ { S. AlcoW CE Sotc $�A�.lw 4 tS e, iE�►1 -„ , ' r f+A CwAA v1 T' to" s . A? 41 ; i.• .'ff r 4 %_ , 't •ter'/ .' /,�� /'T� J� • Gi�i� %�1.f: , /L eel e4 r SPEC /AC INSICCTIOP4 1J. 7. Pasr LOA0 SlGo4 s Nor L ass 7XAr,6 Go : # vim jr4 C#4�-j SJPFC I FYt d 4 TPW Dr-fi&4 C*PA r_ t ;n( Ar 064fri ew pu l tcc.4riv,4$ g, Ir A Y D 1 C X E Pkril C O C Ulf 5 &P4& 1,J ePA. LA4. or! CA % 10,•1 , ' r o n c a r.7° b MffLms !F IRED PO 0a PURPOSM �� AS ,- I M: A0 B 1 ,1 /e.•C ..C6 A -44 - 4 S W eA a! tr 4 /: L Scqm''JCTDE •' Mt 5 za NOM - F r - RUISMY tsu OR umns=_ �, DESCRITTIC1► gt THM M. MaMEM-347 OR 0a PURPOSM �� AS ,- I M: A0 B ook .. OF � �� 4 /: L Scqm''JCTDE •' Mt 5 za NOM - 18271 Andover Park West Seattle, WA 98188 (206) 394 -3330 Fax (206} 575 -6829 1 -800- 426 -9234 e-mail sales®easvapusa.com www.easvuausa.com j r _ .....• - .•.�� . - . _. ti '// �•• . w .•�� • • � w. .. w • .. w • - . • •r. • •• w .. �.. •�..• � .- •. ter. ...�• .. . •. •. ♦ . ' '• • .. • • . , ' • . • ' ' • . . ' • ' • •/•• r ' • .• • , • , . • 1 1 .. .. .. �_. i. • ' • ,' • • . . . •• • • • J... • . . • , 1 ` • . • • •' • ••• �� . ' ' ,, � , . � �� W '• 1� � • , . «: ,. 4 .. j .; . • , J I• 1 • • . ` 0t • .. • • 1 .. t'. , r . . • , . . • '• • , f , • ' . •., •' I , • • ' , , • ' . • • , • • ' . ' ' ' • . . ' . '• . f % . ' y .. .. , . . : •. ' • ! • • , • . . r • •, . . ' , • • . . • • ., 1 ' .. • , • • . � . • ' ' • ., , . •' ' , • •t• ' ' . • . . . . • • • . • . . . A •. . . • . . • r � . .• • • • . . . j • •. ' • I • •• . •,. . • • ' • • C �+ • i . i � •.r:,l .. .r * % i, .r. ''t.t• r N? '''a•. a• �'• ��•• / • . ' ♦ • j • ,• .. , • • , • % ••' ��•' • • • • , . • • • • • . , . . ••, • • • • • t • •. 1 .' t . . • • : _ • ..• . •• ,!. t • . `tit. t '• . f • ♦ A r ` : '•,.• • t�iw • • • . I • * • • ' • t, • - • • '• , • • t • • • • '( • ,,• • • r • , �' r •J .. •: 1 • .. r• •� `� ' .'• !. • -' . •, .t �- • '• '• , - Y't' ! '' •.. • • • • . c • • r • • M. • •' • •• • • • • , . : , • . •. . , • , • • '. .. ..• , ''.' -.. .VP; .� ',' - '- .}'�,•� ,.•` •t�. «1'Y. 1 .':' t, •. I� �' . -�' .- � • .r P. • . .•'• • ♦ : �- • :t .•� • •' • . r .. . t .. • ,'•'. , • . • , • • . . • tt ,. ', . ••♦ •1. =� / .f •: 1. '• Y t `;rr . . . ' • •t• , '� '• • ' . ' . .... • • • , ' • • • ' . , • •' .• ' • ', .• ,• ' . • • • .. • ' } • • • • • • • . •. . . . - It • . . y . . . • • . . , -• . . -r r . 1' . • . • , Y / w �, f . . . . . • ' • • • • • . . . . • . . . - •. • 1 . • . . i• ` ' • . '• • .. , . . . . , . • . . .. • •. • • 4 • T • � / /r0�� . �s�/ / /�/ / / ' • ' • ' . � . ' • . • .. ' , .+ 1 . t ., t: r . • :• . r' r • . . r .Q� , w / .• .. . - . - .. .. _ . . ... •. . . +, . . . . . . . �� I •• R • j • • ♦ • • �' •• ti . I: .. S' ;,' .^•tr �• . . r . : - - • • . •• • I' . - •• '• . • - • % . • •, � : • . . . • .• • , • r . f . . . • . - • • . . . .+, ,. ! , j I , • 1 . , . • Y O�`i • ' . - 1 ' . • 1 • 7 ' • �. ' • , • . . • . - • • 1 •• • p • • ' . .. .. • ,. i" • • • 1 . . . . . • • ' :t ! . . . , • . . i• i ! . . �..:.i - .•.. -.y.F. .Y • .• • .f., • � t '• • , • • .. ' . -: .' . .. , r - . . . . • . .� i/ . •' t' '!., 't. •yS'_ _,t ��•}. :, •. '• - 1. , 7 • • .!.'..'- 1 • . .. . '� . . , . ,.. . : S . i . . • . •• • . • . . . J, J • • _ , ' , -. , • • • . • • - . • . .� . . .1 . !-.!.'t • ''•. i .. Ar ,1'' .7 ., :'. :' t -', M b • • �/` '1.: ,�. .', , , • N • • • ' •+ . - . . • . . • . '• ,- • •. • . • • • . • • • • r 1 . � - 1 ' .i .. - �/ � , . . i • . ► •• "•,,• �,•�' �� �' .If.! .• .. • • , . . , - � � • • • • ' • •' • • - ' ' • • • w ' ' i '' • • . • . ' - r • �. - • �� 4 i ,. •:. .• - .� ♦ - �/ I - r '. / i..t � ::T rJ1 . - `- . . . - � �' �� • .1'.. • : ti ... 1 . . • . ' . •. ' ' • • • . • • • . - ' i • . ' - • ' " • ' - S. s . " • ' • • t: • . • ' ' r ' • • . - • • • . .• .1 -, .•.,} mot• ., . J4. `�; �. •,/ ' •..` ,� - :t•: • . • • .�:ti 1 . �. •.�. :l �. •• f! `. •., . t .. • • • • • • . .t • '• • • •ft , •• . ' ' ' ' • • ' • I ' ' ' ' ' • ' . .. K ..1• ' v l r' • . y r.r - _ .,t- �`, ';,.7 ♦ . .. , . .' . . • •* . . . - •. - ,.• - .. _.- .' ,1 'r'• • • ••r�. '` - '% 'rJ •- - .. t • ' • . . I f•' . . r +• I `,. ••. . 1 r • I.: , . . .- . . . . • , • -. • ' . . . - • •• . J• • `•- " t/``• " � �i�: •l ." - .trr :., •� •ti, r ' ►.. .i.�. - .'•..•.. 1l t ♦., ,t •• , i _ . • ,' ' t . • . ' t • ' • ••', �- '' . •' - . ' ' • ' . •:' ..I• .': • N II :,: •/. - I.,.- #• •Z :•. 't . y,. • • .•. •. • . • ' •r• -', - ♦, . t .r . . i' �' • • ' • ' •t :. ��/', _ .. - !1: 1t. - 'i' rr:''. .� .. . .. - . ••. . . . ' • • • • . • r . • . . • , . •_ . - t - .1, J. j _ ..` ' -- •i /� y •t •. -`L. .• r . . /.. . .�. " •• :. , • ` . • • . . . . - . - • • . - i - r . 1 1 I I � « { •,1 • • .ti . - '''' �L i - • • I - • . • . . • • • • . . . . ' , . , . I • • . • ' • ' / . .. . • f _ • j • .. . :I . , •: r te' ♦'% • t om • • • • . . . • ♦ , • . . • -' . - •• 1 . t .. r• •1' .► ' t. r . • . . i •• , • 11 .,titiy • . - • r ' ; . -•' • •' `• • �. '1 • t t • •.•• .. M1 .. S t ti . .. , • • : \ • ♦ , t :. Q • . , . • .t., . ' • ' •. . . r . • • t •�' .• \rte .is . • . r � / . f •, t • ••.�'• . '�. . • / • . • • . • • ! • . • . t \ ♦♦ • • . • �'1� � ��r�i _ t } r s ! •�• Z' .. �' ,r ' � i 'el"..df/d /�/• '. � ' ' . .. • • '1 . . ' .' t � •• t • •• 1 •• \_ , - . Q qtr •. • t•r. . . • . - - . • \ �r. ' >. _ • .. , • . . • . . / - i - 1 �. :- . • . . , • • • . . y . . . J t. -. • �'••. " 1 u/. IC"l~.totif . . •. . ~ ' ae '. - . ' • • . - ' • .. . • - '• ' t •' ; -�ri stJ: ' ~ . •. '\ ''' *� / . *' .' ' ' • 1 j f - `' t •- ._ • 1 1 •. 1 t . ' . t t .. , + .r ' \ �• 1, t. /, ` G7 .. . ' :., •. ' - •► ..• - f h 1 ' v • • Tj• '.� r . y + �-. • .. I • -- .'' \. r. ••�• • . , _ . .. • ...- . i . • '' - \ �'- . � .. • . \' ..�. - , . .. •. 1 • • . - 'wn r �� . ••� f - t .,� r �•\ 1. t .• ..r .''�• .• - ` - r : • ' yam _ ` rte' , t' I :•.�. t 1 , :,. K t,.Yjr. Vft I . / ' LEGAL DESCRIPTION: - - • \�� �• . • + ,.� 9 �..•••.... _ - t . • ' - ' rte_ r r � , `� , l• �� • ,: '.. ••' ' ,.: That Fri n Government t 5 in Section 35, Township 23 2! N \ '< Si -! •' ''t ' North. Range 4. East, W , in Kin Cou �' �11 '� -�'�� . .. 1 \ .' -M- g nty, tiashington, de- o�. 4 f scribed as follows: ��3� ��,. ?,� �,� ' •� :. BEGINNING at a 'monument at the _ �` � �. J r �i ��r� � •' . • - t Northeast corner of the South _ trk�c quarter of tY►e .�./� 4ncast Ctuarter of the said Section 35; ' w . 11 - f• - . thence South 07 S6 "� '�.� t. ' -• \ . - • ' west 956 67 feet to a point o! Curve; ���, . �` a'm pw..,;(l,Ij/ / #1 / � - ! • •thence along a curve to the right having a radius of 2,500.00 _ . . `•'- �'Q•`�ia. • ' •t ' 1 . feet, through a central le of 21 22" a = ' 937 f e an9 n arc distarlae of - .� • ;/ `�� 1 "- * � • . f .65 a t; thence South 29 18" West 117.30 feet; thence �, �� - '�`'�- 1 -'` ` '• • ' S' 42" East 30.00 feet to Point A . '�i �''' N I -•� � 2 ' South 60 4 " and the TRUE POINT .. `�•. '�' �''• - Y , I . OF BEGINNING; thence continuing South 60 42" East 225.02 '` ` 0 - , '` . - • .`' ' • ' , "�` feet to the Westerl mar in of t 4W .1 i �•,�.. �` � ', t', . w.s t i 1 �� • Y g he Kinq County Flood Control 1 .� ��• '�'.�tcfi �. i t .�.- / � \�, •'� . ' : �. • \ ' 1. Cam^ '� ./ ,Easement; thence Northeasterly along said Westerly u�argin along , ' . -ice . � • • - ���. • • `• cure ri ht, �Irhose center b South 54 35 4 • '� • • ' . .1 a e to the 9 ears • ' 9 ", havinQ 1 � -. '+.. . ... \ . rte• 4� - �/ . • • . a radius of 560.00 feet, throw h a central 0.47'4 " an '� . '`� '�� '� •r-• v� !a� ' ' . .arc_ distance of 105 52 teat• the aegle of 1 9 . .`,, .^ r�r , ,f ¢ . ` e /7/ t r nce North 46 12 00 East 200.00 � / `� \ � -5 �° . - feet' to a point of cu.z thence alo curve to the_ left hav- � . - .' � w '`•'. 7•' ing a radius of 460.00 feet, tbrough central angle of 25 ' ' '' ' ' . � - \� -� ' -,�. . 1 ;> '� ��E . `. •'• I - . ' . '• an arc distance of 207.00 feet to a Point of Compou Cury s • RESERVING �. �' 1 ~ z ��p �,, _ . / ' ' _ •,,.., thence along a curve to the left hav q a s of 00 feet - aaro a 10.00 feet r+t_de sanitary ewer ease �'" I \ . � . ' �° '"O' , in a r diu s i. .� o i - -,�... �� .: • 99, through and under that nlent over, �, Q , - '. �' . { - ' portion of said Goverrunent Lot 5, • - I ` • a` • ' '�, c ' � through a central angle of 6.47' 12" an arc distance of 118.45 the centerline of said easement is described a •'•'�� -� 1 j , feet; thence North 66 west 338.39 feet to the Easterl "� , • ollow 1 wargin of a road easement; thence Southwesterly along said mar-- • •• ZC90'11�'18NGEast4. OO orementionrd Point "1U "; khence North •` �� i ` ��`� .*,`° .� .Q�i.J ' tr9 r gin along a curve to the right wt►ose center bears No;cth 71 1 ?" � said centerline; thenceeSoutht40.45'�42�EastOl68 O of r �'' z- '. . `�-` ' � 1 ' west having a radius of 2, 530.00 feet throug�� a centzai ai:gle of •. South 12 S2" West 77.20 Feet to - �` ' 10.30' 35" an ara' distance of 464.08 feet; thence South 29 14 18 , •'/ of the ar a poinC one the South thence f �, �� . -S, c ` I ��; j arty line - ^� 1 �. p cel descri . 6+Test 117.30 feet to the TRUE POINT OF BEGI bed above and the r �? - .. , • . '� NNING. •••said�Poind point lying South b0.45' 42 00 lest Center- . �. ys '`� , i ��4 Ir - C��c/S s, "� ` .; :.... • . t A and shortening and extendin from the .. \. `.�.�- . �(• . ` . . `� -V' - - -ter. ,..; i�ESEe'tVING an easement for sidewalk artd utilities purposes over, . said 10.00 9 the sidellnai of '.. \ � . r:: •�' the Northwesterly 15.00 feet thereof ..r. toot wide easement to te�ni \ • . . ,line. .. Hate at said SoutRerly :.:... \• .. -' RESERVZI+iG the right of in ress and 'e re r .. = '--= = : ; :. art . ,a, «'. _ a..._ . • ~.. .. '• • • i ` •'� _ ' >� ' V - .:f c✓. Ei�n `' �h 9 g as to maintain, install, S 1 -. _ dP%-4- . � . i�aprove and extend utilities. . • ERYING an easement for buildin �- - ' •. ' ` • . • • . g setback e ave - ` � 'a I ; . . . •60 foot. wide strip and in Qurpoaes over a . . .. . • . of 1 : \ ..� lY g Northeasterly of the North- ' RESERVING an sasesient for raf lroad purposes, including butc not bas�erly bui 'ldinq line produced. being bounded on the Eas • ' . `� .. • t a . \ limited to wain track, lead track, and spur tracks, as welt as ' Y he King County plood Control Basement and on the Nest b Y fin-. J .. •• fi. for aooess and storage, over that portion thereof lying South- an arc: having a radius of 60 feet, who9e center is the North- » ' •.. �►e s to r 1 • i:.. � c ,. . . easterly of the Southeasterly building sine produced. Y corner of the said building, and terminus at inter- ' section with the Northeas terl 7ev�w `. • Y Property 1in�. \_ � ...• 01 RESERVING an easement for common access purposes, including ' SUBJECt' TO easeeaents �•_ . r • 'in ress, •ress and g y ,� oi/�f.4 ` ? � � , I 4 9 parkin over thle Southwesterl 15.00 feet restrictions, and reservations'of � .' � � - thereof. record if any• RESERVING an easement for co access purposes, including ` . I • ingress, egress, parking, and railroad Qurposes, including but �� , • . •. t ___,,.�� not limited to, stain track, lead track and spur track, over that portion thereof lying Northeasterly of the Northeasterly ' •. . p� fiEFT• . ' AaaRESS•- 18290 -18 ANDOVER :PARK:.W building line producad. _ _ • - # r �/ � ».«.r. 1�1TTACAIYIBNT �1 + � ' - .,iC�.n �/1� / / • . ' » gBp /�tAS Bv1I,DtNa T4i SUR1iEYORS 1 ' ' �� • - . w ' .. .. . - . Mrpls N•. MEvltfp r►►tfp1►!p -+.� • .. • • ENNNEERS �� , 1 .� i ��J . - I ' • • . :�.. .:3••� _ -* 7a ?/• 76 .1 alr sin s.1_• �_ s _ I _ .• �. _. �. _ �. •wr.�.. �. - �-..._ �- � -- tea_-+- .- �+_. -.. _ -_ r - mow_+.•. ,�. � - _� ._ -�..�- � y',,, -,:.6 _- . s r r �' li ,