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Permit D06-115 - Tuy International / VICO Home Furnishings - Storage Racks
TUY INTERNATIONAL 1230 ANDOVER PK W EXPIRED D06 -115 Parcel No.: 3523049074 Address: 1230 ANDOVER PK W TUKW Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage' Street Use: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Water Main Extension: Water Meter: N doc: Devperm TUY INTERNATIONAL /VICO HOME FURNISHINGS 1230 ANDOVER PK W, TUKWILA WA KMBR LLC B % CASCADE CONTAI 1232 ANDOVER PARK WEST, TUKWILA WA TONY UYIU 1230 ANDOVER PK W, TUKWILA WA Contractor: Name: OWNER AFFIDAVIT ON FILE - TONY UYIU Address: , Contractor License No: DESCRIPTION OF WORK: INSTALLTION OF (30) 16' TALL STORAGE RACKS Value of Construction: $0.00 Type of Fire Protection: SPRINKLER/FA Type of Construction: N N DEVELOPMENT PERMIT Number: 0 Start Time: Volumes: Cut Start Time: Private: Profit: N Private: ** Continued Next Page ** Permit Number: Issue Date: Permit Expires On: Expiration Date: Phone: Phone: 206 575 -2828 Phone: Fees Collected: Uniform Building Code Edition: Occupancy per UBC: Size (Inches): 0 End Time: 0 c.y. Fill 0 c.y. End Time: Public: Non - Profit: N Public: D06 -115 04/10/2006 10/07/2006 $71.06 006 -115 Printed: 04 -10 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: doc: Devperm Date: 4 � C I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: --- /d - n r!i Print Name: -� �/ (J f t.1 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. 006 -115 Printed: 04 -10 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Parcel No.: 3523049074 Permit Number: D06 -115 Address: 1230 ANDOVER PI( W TUKW Status: ISSUED Suite No: Applied Date: 03/31/2006 Tenant: TUY INTERNATIONAL /VICO HOME FURNISHINGS Issue Date: 04/10/2006 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: Installation of high - strength bolts shall be periodically inspected in accordance with AISC specifications. 5: When special Inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final Inspection approval. 7: AU construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: 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 an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 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 doc: Conditions D06 -115 Printed: 04-10 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 inches (102 mm). (WC 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) 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. (WC 906.5) 15: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall Identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4-4) 16: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 17: 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) 18. 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) 19: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 20: Construct racks with first level of shelving installed only and limit total storage height to 12 ft. as discussed and also stated in setter from Mr. Chen Tang dated April 6, 2006. Also place signs on each rack stating "NO STORAGE ABOVE 12 FT." 21: 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) 22: All new sprinkler systems 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) 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: 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) doc: Conditions DO6 -115 Printed: 04 -10 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 26: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Conditions * *continued on next page ** 006-115 Printed: 04 -10 -2006 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 work. tt Signature: Date: ocC - 'o -0 6 Print Name: `7 t4 doc: doc: Conditions D06 -115 Printed: 04 -10 -2006 SI TE L;OCATIOW 1 CITY OF TUKWILA Community DevelopmentWartment Public Works Department Permit Center 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. "Please Print" King Co Assessor's Tax No.: . Site Address: / Andover P 1.k Wirt Suite Number: Floor: Tenant Name: TUY tire. nafionc' /VI CO HOW - Lt lgiSii:/19S New Tenant: ❑ .... Yes ❑..No Property Owners Name: kMAC- LLC Mailing Address: /23 4 point 1.4l.0�,t tkvis, City Name: TCny flew Mailing Address: Stand tap nd vnee E -Mail Address: Vt tofu /nifufe earn Contact Person: E -Mail Address: a:\etdte pW■S dungedyumit epparatcn (7.2 ,4) Revised: 6443 bit Page I IAA State €j2 1Ir ztp CONTAC`t rERSON ; Day Telephone: .206 --S7S City State Zip Fax Number: 206 —C 7C- A77 $ GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information an backpage State State . State Company Name:_ Mailing Address: Zip City 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 Company Name: Mailing Address: hip city Day Telephone: Fax Number: ENGINEER OF RECORD - All plans mast be wet stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Zip Valuation of Project (contractor's bid price): S 77a CO Existing Building Valuation: S Scope of Work (please provide detailed information): ,C+o(A3e (cAek i N Stli cttio MS rh t - Eu/] 4i:tt Will there be new rack storage? 12..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 ovahangs 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/HAZUS MATERIALS: Vf.. Sprinklers Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes e�..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 s // paper indicating quantities and Material Safety Data Sheets. q:Upenoia pbVcc dunes\permit application (7-2004) Revised' 64-03 .. bat Page 2 Existing interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy IBC I " Floor gso 2n Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage - Attached Carport - Detached Carport Covered Deck Uncovered Deck Valuation of Project (contractor's bid price): S 77a CO Existing Building Valuation: S Scope of Work (please provide detailed information): ,C+o(A3e (cAek i N Stli cttio MS rh t - Eu/] 4i:tt Will there be new rack storage? 12..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 ovahangs 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/HAZUS MATERIALS: Vf.. Sprinklers Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes e�..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 s // paper indicating quantities and Material Safety Data Sheets. q:Upenoia pbVcc dunes\permit application (7-2004) Revised' 64-03 .. bat Page 2 Scope of Work (please provide detailed information): Line WO# WO# WO# Private Private ❑...Dedu bay Telephone: Please refer to Public Works Bulletin $1 or fees and estimate sheet. Water District ❑...Tukwila ❑...Water Availability Provide Sewer District ❑...Tukwila - ❑... lVue ❑..Renton 0 ...5 ❑ ...Sewer Use Certificate 0... Se Availability Provided ❑ .. Approved Septic Plans Provid ❑ ...Septic System - For onsite septic syste provide 2 copies of a current septic design approval b Submitted . ith A l leaden mark boxes wile ❑ ...Civil Plans (Maximum Paper Size — 22" x ❑...Technical Information Report (Storm Drainage) ❑...Bond ❑..Insurance ❑.. Eas ent(s) ❑..Maintenance Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill q: \}emits phntic dungmspcme applirnnn n -2004) Revved: 6.40E 0... Water District #125 cubic yards cubic yards ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑...Frontage Improvements ❑ ... Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑...Permanent Water Meter Size... ❑...Temporary Water Meter Size .. ❑...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Publ' FINANCE INFORMATION Fire Line Size at Property Line ❑...Water [ Monthly Service Billing to: Name: Mailing Address: Call before you Dig: 1400 424 - 5555 ❑ .. Abandon Sept ❑ .. Curb Cut ❑ .. Pavement ❑ .. Looped ❑.. Highline ❑...Renton Water Meter RefundBillinp: Name: Day Telephone: - Mailing Address: Page 3 ❑ .. Geotechnical Repot ❑...Traffic Impact Analysis ❑...Hold Harmless ❑ .. Right-of- .. Right y Use — Potential Disturbance ork in Flood Zone .. Storm Drainage City City ment(s) y Use - Profit for less than 72 hours ater Meter Size ing County Health Department. ❑.. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding State Zip State TN Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiter/Compressor. Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /I00,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /I,000,000 BTU Suspended/WalVFloor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator - Comm/Ind Other Mechanical Equipment MECHANICAL PERMIT I$FO1 A,TION - 206431 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: 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 .... Replacement ❑ Commercial: New .... Replacement ❑ Fuel Type: Electric ❑ Gas ....0 Other. Indicate type of mechanical work being installed and the quantity below: • PERMIT APPLICA'i'IoN NOTES Applicable #a all 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT? Signature: Print Name: -Thrly / Mailing Address:I Z50 etay.n , f k 'Veit Date Application Expires: �� of alp I Date Application. Accepted: in: Womb pha4aetrp\pmnit application ( 7 - 2004 ) Reviled'. 64-05 bh Page 4 City Date: 03 -3/' °6 Day Telephone: 206— n - 51)-& 2 -4P 7Kr a ea City WA IR-ist State Zip - . Staff Initials: City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3523049074 Permit Number: D06 -115 Address: 1230 ANDOVER PK W TUKW Status: PENDING Suite No: Applied Date: 03/3112006 Applicant: TUY INTERNATIONALNICO HOME FURNISHINGS Issue Date: Receipt No.: R06 -00432 Payment Amount: 71.06 Initials: JEM Payment Date: 03/31/2006 11:24 AM User ID: 1165 Balance: $0.00 Payee: VICO HOME FURNISHINGS TRANSACTION LIST: Type Method Description Amount RECEIPT Payment Check 2027 71.06 ACCOUNT ITEM LIST: Description Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code 000/322.100 000/345.830 000/386.904 40.34 26.22 4.50 Total: 71.06 4080 03/31 9716 TOTAL 71.06 doc: Receipt Printed: 03 -31 -2006 Project: t.4 co Wool e, F.( nj< h;n b 5 Type of Inspection: Iae Tie., L oecTt0/1 Address: Suite #: 12,W A,°,t) Contact Person: Monitor: Special Instructions: Pre -Fire: Phone No.: Needs Shift Inspection: /1/o Sprinklers: V•es Fire Alarm: 11/0 & Duct 44> Monitor: . Pre -Fire: Permits: Occupancy Type: 3 INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 V Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: f irc t7 ( f,( f„45 -QK In pector: C C R c- pt No.: Date: 4 Hrs.: , $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 444 Andover Park East. CaII to schedule reinspection. Date: Word /Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 Ropes Q IGfol®®GIoa J9 On& CONSULTING ENGINEERS /CIVIL AND STRUCTURAL STRUCTURAL SEISMIC DESIGN CALCULATIONS OF RACK STORAGE L at YICO HOME FURNISHINGS 1230 Andover Park West Seattle, WA 98188 FOR REI Job No. 06032 March 2006 t VICO HOME FURNISHINGS 1230 Andover Park West Seattle, WA 98188 ....._ s.4 fk FILE Copy crrY or IVED 6„ - - rte bq t 'REVIEWED FOR CODEGQMPLIANCE aDf1CAUFn APR 0 7 2006, RI IT t�n N c Tukwila srnn, 1519 West Valley Highway North /Suite 101 Post Office Box 836 /Auburn, WA 98071 253 - 833 -7776 Fax 253- 939 -2168 LA MAR 31 2006U ^ PERMIT CENTER �/�/ - o pert C lingCnleerigag9 afaa, CONSULTING ENGINEERSCMLAND STRUCTURAL 1519 West Wiley Highway North/Suite 101 /Auburn, WA 98001 Post Office Box 836/AUbum,WA 98071 253-833 -7776 Fax 253- 939 -2168 S,gcb OBS 5/1°D LES ...g, D / <5 " / /A• / JOB O6052 r Vi eo Li OM.E 101■1 1C1WWAt BAC �. SHEET NO OF CALCULATED BY A1/45.1 DATE 3/os CHECKED BY DATE /1 SCALE ball i mi Tl P 4'on 4 'I O i l s6 tPQ1 orkett 4 2 12 4 ' 1 sifiyiAcXrfis D PRODUCT207 Rupert Engineering, Inc Job #06032 1519 West Valley Highway North, Auburn, WA 98001 3/28/2006 PROJECT NAME: VICO HOME FURNISHINGS RACKS 1230 Andover Park West, Tukwila, WA 98188 SCOPE OF WORK: Determine Anchorage and baseplate requirements for the storage rack subject to seismic loading per the 2003 International Building Code and ASCE 7 -02. Rack design per the Manufacturer. SEISMIC COEFFICIENTS AND VERTICAL DISTRIBUTION: Site Class: Mapped Maximum Considered Earthquake Spectral Response Acceleration at Short Periods: Mapped Maximum Considered Earthquake Spectral Response Acceleration at 1- Second Period: Site Coefficient Site Coefficient Five - percent Damped Design Spectral Response Acceleration at Short Periods: Five - percent Damped Design Spectral Response Acceleration at 1- Second Period: Seismic Design Category: Response Modification Factor. Rack Width: Number of Levels: Level Number 1 • 2 Rated Load Capacity 5.90 k 5.90 k Ss = S1 = F = F = 8 05 = 8 D1 = R= W= Height, h, 11.00 FT 17.00 FT D ASCE 7 -02 TABLE 9.4.1.2 1.274 ASCE 7 -02 FIGURE 9.4.1.1(a) 0.435 ASCE 7 -02 FIGURE 9.4.1.1(b) 1.00 ASCE 7 -02 TABLE 9.4.1.2.4a 1.565 ASCE 7 -02 TABLE 9.4.1.2.4b 0.85 ASCE 7 -02 9.4.1.2.5 0.45 ASCE 7 -02 9.4.1.2.5 D ASCE 7 -02 TABLE 9.4.2.1b 4 ASCE 7 -02 TABLE 9.14.5.1.1 3.50 FEET 2 Rupert Engineering, Inc Job #06032 1519 West Valley Highway North, Auburn, WA 98001 3/2812006 Condition 1 - The operating weight is taken to be the weight of the rack plus every storage level loaded to 67 percent of its rated load capacity. (ASCE 7-02 9.14.6.3.2.a) Level Number Weight, w Height, h F, M (S I (kips) (feet) (kips) (k -ft) 1 3.95 11.00 1.01 11.08 2.67 2 3.95 17.00 1.01 17.12 4.13 TOTALS: 7.91 Overtuming Moment E(w,J *W /2 = Ma -M„ Download: Uplift: Mot MOM = Kidd = 2.01 28.20 28.20 k -ft 13.84 k -ft 14.37 k -ft 12.01 k 4.10 k Condition 2 -The operating weight is taken to be the weight of the rack plus the highest storage level only loaded to 100 percent of its rated load capacity. (ASCE 7-02 9.14.6.3.2.b) Level Number Weight, w Height, h F M (kips) (feet) (kips) (k -ft) 1 5.90 11.00 1.50 16.54 2 0.00 17.00 0.00 0.00 TOTALS' 5.90 1.50 16.54 Overtuming Moment: M = 16.54 k -ft $(w,)•W /2 = M = 10.33 k -ft Mw - Kea = Medd = 6.21 k -ft Download: 7.67 k Uplift: 1.77 k Rupert Engineering, Inc 1519 West Valley Highway North, Auburn, WA 98001 Condition 3 - Maximum Upload: The maximum upload occurs when (S > 5/3 for all levels. (Note: R must = 4, or else program must be changed so that (S m itt r ) /(W'R) > 5/12) Level Number Weight, w Height, h F M (kips) (feet) (kips) (k -ft) 1 3.95 11.00 1.01 11.08 2 3.95 17.00 1.01 17.12 TOTALS: 7.91 Overturning Moment: E(w *W /2 = Mai - Mres = Rack Type: Maximum Download: Maximum Uplift: Seismic Base Shear: Mot = M res Medd = 2.01 28.20 28.20 k -ft 13.84 k -ft 14.37 k -ft Download: 12.01 k Uplift: 4.10 k Pallet 12.01 k 4.10 k 3.01 k ASCE 7 -02 EQ. 9.5.4.1 Job #06032 3/28/2006 Rupert Engineering, Inc Job #06032 1519 West Valley Highway North, Auburn, WA 98001 3/28/2003 DESIGN DATA: Concrete Slab Thickness: 5 IN Concrete Compressive f 2500 PSI Allowable Soil Bearing Pressure: 1000 PSF Steel Baseplates: FY 36 KSI Column Dimensions: Length: X = 4.00 IN Width: Y= 2.25 IN Plate Dimensions: Length: x 6.50 IN ' Width: y = 4.00 IN A = 4xy 104.00 IN Maximum Supporting Area Geometrically Similar to and Concentric with Base - plate SLAB SHEAR ANALYSIS: Perimeter of Critical Loading Area: Shea( Strength: A2aaual 0.00 IN Pc = 1.625 (side of column parallel with longest baseplate dimension) (longer of baseplate dimensions) AISC LRFD, pg 11 (Input necessary only if different from A 2,„., ) SLAB CRUSHING ANALYSIS: Required Base -plate Area to Avoid Concrete Crushing: 0.85 in AISC LRFD, Volume 2, Page 11 - 58 Base -plate Area Provided: 26 in SLAB OK b = 41 in V,= 34.3 kips ACI 11.12.2.1, Equation 11 -33 a = 40 V,= 52.9 kips ACI 11.12.2.1, Equation 11 -34 V,= 30.8 kips ACI 11.12.2.1, Equation 11 -35 V,= 30.8 kips > 12.01 kips SLAB OK Rupert Engineering, Inc 1519 West Valley Highway North, Auburn, WA 98001 BASEPLATE ANALYSIS: 1998 AISC LRFD, Volume 2, pgs 11 -57ff BOLT ANALYSIS: Number of Bays Sharing Baseplate: Pp= Factored Constrained Compressive Strength of Concrete: Required Thickness: Type of Bolt: Bcit Diameter: Bolt Embedment Depth: Number of Bolts per Baseplate: Shear Capacity per Bolt: Total Bolt Shear Capacity: Tension Capacity per Bolt: Total Bolt Tension Capacity: P = m= n= n' = x = an' = I = 2 Pu. 2 12.01 kips/baseplate 110.5 kips 1.35 = (0.5)(N -0.95d) 1.1 = (0.5)(B -0.8b,) 0.750 0.085 0.299 0.224 1.350 = max(m, n, A,n) treQ_I 09•F .x• y treq = 0.228 in (< 0,.15 :. Qk Red Head Concrete Trubolt Wedge Anchor 518 inch 2 -314 inches 2 2373 LBS 9.49 k 1093 LBS 4.37 k 3.01 k OK 4.10 k OK Job #06032 3/28/2006 EVALUATION REPORT Copyright © 2000 ICBO Evaluation Service, Inc. ICBO Evaluation Service, Inc. 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601 -2299 A subsidiary corporation of the International Conference of Building Off cials Filing Category: FASTENERS — Concrete and Masonry Anchors (066) ITW RAMSET /RED HEAD SELF - DRILLING, TRUBOLT WEDGE, AND MULTI-SET 11 CONCRETE ANCHORS ITW RAMSET /RED HEAD 1300 NORTH MICHAEL DRIVE WOOD DALE, ILLINOIS 60191 1.0 SUBJECT ITW Ramset/Red Head Self - Drilling, Trubolt Wedge, and Multi - Set 11 Concrete Anchors. 2.0 DESCRIPTION 2.1 ITW Ramset/Red Head Self - Drilling Anchor: 2.1.1 General: The ITW Ramset/Red Head anchor is a self - drilling concrete expansion shell anchor with a singleconeex- pander. Both elements are made from heat - treated steel. The steel for the body conforms to AISI C- 12L14, and the steel for the plug conforms to AISI C -1010. The anchor has eight sharp teeth at one end and is threaded internally at the other end. The outer surface of the tubular shell at the toothed end has annular broaching grooves and four milled slits. At its threaded end, the anchor is provided with an unthreaded chucking cone that has an annular break -off groove at its base for flush mounting. Anchor shell and expander cone are electrodeposit zinc and chromate - plated. . 2.1.2 Installation: Embedment, spacing, edge distance, and concrete requirements are shown in Tables 1 and 2. The anchors are installed by a Model 747 Roto -Stop Hammer, by air or electric impact hammer, or by hand. The anchor is used as a drill in forming the hole in normal - weight concrete. After the hole is formed, the anchor must be removed and the hole thoroughly cleaned. The hole depth is regulated by the drill chuck. A Red Head plug must be set into the bottom of the an- chor prior to insertion in the hole. The concrete anchor must be driven over the plug, to cause expansion of the anchor in the hole. The chucking end of the anchor is broken off with a hammer blow. Verification that the anchor has been installed property is evidenced by the fact that the anchor does not project above the surface of the concrete and the red plug is visible at the bottom of the hole. 2.2 ITW RamseVRed Head Trubolt Wedge Anchor: 2.2.1 General: The Trubolt Wedge anchor is a stud bolt type of drop -in anchor. The anchors are cold- formed or machined from zinc - plated and chromate - dipped carbon steel, hot - dipped galvanized carbon steel or stainless steel. Steel used to produce the anchors complies with AISI C -1015 to AISI C -1022 and AISI C -1213 carbon steels, Type 304 or Type 316 stainless steels. Hot - dipped galvanizing complies with ASTM 153 Class C requirements. The expander sleeves are fabri- cated from stainless steel or carbon steel meeting the require- 1 ER -1372 Reissued March 7, 2000 ments of Type 302 orAISI C -1010, respectively. Cold- former anchor studs are available only for the ti inch - 3 /8 incr.- 1 /2- inch -, 5 /8 -inch- and 3 /4- inch - diameter (6.4, 9.5, 12.7, 15.9 and 19.1 mm) wedge anchors. The anchor stud .s threader at its upper end and has a straight cylindrical section reducer' in diameter, around which the expander sleeve is formed F, straight - tapered section enlarging to a cylindrical base acts to increase the diameter of the expander ring as the stud is tight- ened in the concrete hold. The expander ring, which is formes] around the stud bolt, consists of a split - ring element with a "coined" groove at each end. The expander ring is designed to engage the walls of the concrete hold as the tapered portiot, of the stud is forced upward against its interior. 2.2.2 Installation: Embedment, spacing, edge distance, and concrete requirements are shown in Tables 3, L, 5 aed 10. Holes must be predrilled in normal - weignt or fghtweicht concrete with carbide - tipped masonry drill bits manufactured within the range of the maximum and minimum dria tip dimen- sions of ANSI 6212.15 - 1994. The anchors must oe instaNad in holes the same nominal size as the anchor size, with a greater depth than the length of embedment des.red, but no less than the minimum embedment. Tne hole must be cleaned out prior to installation of the archer. The and .cr must be tapped into the hole to the embedment depth desirec, but no less than the minimum embedment. A standard hexagt onal nut and washer must be used over :he material being fastened and the nut tightened until the minimum ins'.allation torque, as indicated in Tables 3 and 10, is reached. 2.3 ITW Ramset/Red Head Multi -Set II Anchor: 2.3.1 General: The Multi -Set anchors are designed to oe installed in a predrilled hole equal to the anchor diameter. The anchor consists of a shell formed from carbon steel meeting the minimum requirements of AISI C - 1213 and an expansion plug formed from carbon steel meeting the mni'r..m requ re- pents of AISI C -1010. The expansion end is dkic !nto f: r equal segments by radial slots. The expz,rsire pi,g is preta- sembled and is cylindrical in cross sectio 2.3.2 Installation: Embedment, spacing, ecge distance, and concrete requirements are shown in Tables 6, 7 anc S. Holes must be predrilled in normal - weight or Ggn'weight ca crete with carbide - tipped masonry drill oils manufactured within the range of the maximum and minimum ere tip dim: r- sions of ANSI B212.15 - 1994. The anchors mast be :nsta 'ea in predrilled holes, the hole depth and diameter for each ere char size being listed in Tables 6, 7 and 9. After the hole is drilled, it is cleared of all cuttings. The anchor is set by ins:ai- ling the expansion shell and then driving the core expander with a setting tool provided with each ancncr size. Vlinen :he Ii valuation reports of ICBO Evaluation Service, Inc, are issued solely to provide information to Class members of IC30, utilizing the code :p.,11 a hide 1/12 re,: err is based Evaluation repots are natio be construed usrepresen nag aesthetics grotty other attributes not specifically addeessed no'as an en,lorceauan or recuml. e- datiou far use of the subject report. • This report is based upon independent tests or other technical data submitted by the applicant The ICBO Evaluation Service, Inc, A:elmice! v:riJ7a „> re +ie,vea Inc test results and/or other data, but does not possess test facilities to make an independent verification. There is nu svarramy by ICBO Evaluation Sena c bu:., e v; ,'e ss er implie4 as to any "Find(ng°or other malterin the reporroras to any product covered by the report This disclaimer includes, boos nor/ unirea ro, mere/matub /i. v. Pave 1 el 7 SOLT DIAMETER (Inch) ANCHOR DNMEIER (Inch) MINIMUM EMBEDMENT DEPTH Pons') r a • 2,000 pal r • 4.000 p si Tenon Shaer Tension Shear With Spacial Mapectlon Without Special Inspection " With Spacial Inspactionr Without Special Inspection 1 /4 7 /16 1 415 210 295 650 325 365 3 /g 9 /16 1 - 785 - 395 770 1,035 520 650 1/2 •1146 21 /32 1,150 575 920 1,555 775 930 i 5/e 21/ 215/32 1,510 755 1,605 2,485 1,240 1,755 3/ • 1 3 • 1,985 995 2,495 3,165 1,585 2,575 Page 2 of 7 . ER -1372 cone expander is driven down into the anchor, the legs of the' shell expand. 2.4 Design: Allowable static loads are as set forth In Tables 1, 3, 8, 9 and 10. Allowable loads for anchors subjected to combined shear and tension forces are determined by the following equation: (PS /PJ5 /3 + (Vs/ V.) s 1 where: Ps = P t V V = Applied service tension load. Allowable service tension load. Applied service shear load. Allowable service shear load. The anchors cannot be subjected to vibratory loads. Sources of such loads include, for example, reciprocating en- gines, crane loads and moving loads due to vehicles. 2.5 Special Inspection: When special Inspection is required, compliance with Section 1701.5.2 of the code is necessary. The special inspector must be on the jobsite continuously during anchor installation to verify anchor type, anchor dimensions, concrete type, con- crete compressive strength, hole dimensions, anchor span" ings, edge distances, slab thickness, anchor embedment and tightening torque. 2.6 Identification: The concrete anchors are identified by their dimensional characteristics, the anchor slze, and by the length code stamped on the anchor. The conical- shaped expander plugs are colored red. See Figure 1 for additional details. Length codes are in Table 8. Packages are Identified with the anchor type and size, the manufacturer's name and address. and the name of the quality control agency, PFS Corporation. 3.0 EVIDENCE SUBMITTED Data complying with the ICBO ES Acceptance Criteria for Ex- pansion Anchors in Concrete and Masonry Elements (AC01), dated January 1999. For SI: 1 inch - 25.4 mm, 1 lbf - 4.45 N, 1 psi - 6.89 kPa. 4.0 FINDINGS That the ITW RamsetlRed Head fasteners described in this report comply with the 1997 Uniform Building Code", subject to the following conditions: 4.1 Anchor sizes, dimensions and Installation are as set forth in this report. 4.2 Allowable shear end tension loads are as set forth In Section 2.4. 4.3 Calculations Justifying that the applied loads com- ply with this report are submitted to the building of- ficial for approval. 4.4 Special inspection is provided as set forth in Sec- tion 2.5. 4.5 Anchors are limited to Installation In untracked concrete, which is concrete subjected to tensile stresses not exceeding 170 psi (1.2 MPa) as in- duced by external loads, deformations and interior exposures. 4.8 Anchors are limited to nonfire- resistive construc- tion unless appropriate data is submitted to dem- onstrate anchor performance is maintained in fire - resistive situations. 4.7 Anchors are manufactured at Highway 12, Michl• gan City, Indiana, with inspections by PFS Corpora- tion (NER- QA251). 4.8 Use of electroplated or mechanically plated carbon steel anchors Is limited to dry, interior locations. Use of hot - dipped galvanized carbon steel is per- mitted In exterlor - exposure or damp environments. 4.9 Except for ITW Ramset/Red Head Carbon Steel and Stainless Steel Trubolt Wedge anchors embedded In normal- weight concrete, as noted In Table 3, use of anchors In resisting earthquake or wind loads i beyond the scope of this report. 4.10 The anchors are not subjected to vibratory loads, such as those encountered by supports for recip- rocating engines, crane loads and moving loads due to vehicles. This report Is subject to re- examination in two years. TABLE 1—ITW RAMSET /RED HEAD SELF - DRILLING ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds) 1 The tabulated shear and tensile values are for anchors metalled in normal- weight concrete having die designated ultimate compressive strength at the time of installation. Values have been tabulated for both ASTM A 307 and A 449 bolts installed with the device. 'a tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2.5. 3 The minimum concrete thickness is 1 limes the embedment depth, or the embedment depth plus twee times the anchor diameter, whichever is greater. 4 The anchors are illustrated as follows: i R 111 16 21 /32 39 /16 1 / 3 5 /3 27 /32 2 4 27/16 811/16 43l 3 /4 1 3 511 /16 2 11 /g ill, ANCHOR DIAMETER (inches) INSTALLATION • TORQUE (Ibf• ft) EMBEDMENT DEPTH (inches) r' 2,000 pal Ti 4,000 psi P 1.000 psi Tension Shear Tension Shear Tension I Shear With Special Insptlon Without Special Inspection With Special Inspection Without Special Inspection With Special Inspection Without Special Inspoction 4 8 1 295 150 350 445 225 350 475 240 350 115/16 525 265 420 825 410 420 525 410 420 244 565 '280 825 410 825 410 3 /8 25 1 420 210 580 560 280 655 710 355 790 3 870 435 1,000 1,485 740 1,035 1,530 '65 1,125 4 1,200 600 1,485 740 1,530 765 I /2 55 2 1,165 580 1,190 1,275 640 1,190 1,760 h80 1,760 4 1,165 580 1,810 2,410 1,205 1,810 2,705 1,215 2,040 6 1,335 665 2,410 1,205 2,705 1,355 5 18 90 2 1,645 820 1,780 1,795 900 1,780 2,430 1,215 2,405 573 1,64) 820 2,40u 3,730 1,865 2,975 4,095 2,145 3,130 7 1,765 880 3,755 1,880 4,095 2,045 3 /4 175 3 1,780 890 2,530 2,710 1,355 3,430 3,325 1,665 3,995 6 /g 2,745 1,375 5,080 4,425 2,210 5,935 5,065 2,53U 5,935 10 2,745 1,375 4,470 2,235 5,895 2,950 7 !3 250 3 2,380 1,190 3,290 3,685 1,840 4,145 4,355 2,180 4,790 6 3,665 1,835 5,220 5,235 2,620 7,200 6,090 3,045 7,200 8 3,665 1,835 5,580 2,790 6,090 3,045 1 300 4 3,485 1,745 4,020 5,045 2,520 5,705 5,295 2.630 6,120 7 /g 3,650 1,825 7,170 5,995 3,000 9,485 8,315 4,150 9,520 9 4,675 2,340 6,635 3,315 8,315 4,150 1 500 5 4,535 2,270 5,820 6,595 3,30(3 7,365 8,410 4.275 8,445 8 6,835 3,413 8,770 10,825 5,410 11,065 11,385 5,6)5 12,640 10 9,035 4,515 11,385 5,695 14,075 7,040 ra In T^ r.. Hr• � ..f 7 i. <_ = aL SA as :TL= .: leSSZIPPS ANCHOR DIAMETER (Inch 4 `w MIN. EMBEDMENT DEPTH (inches) Ga`s:PArii7 N' Edge Distance Required to Obtain Max. Working Load (Inches) Min. Allowable Edge Distance (Inches) Load Factor Applied • 0.85 for Tension • 005 tor Shear Spacing Required to Obtain Max. Working Load (Inches) Min. AI ewuble Spacing Between Ancnors (inches) Load Factor A{.pliea • 0.95 for Tension • 0.10 for Shaer For SI: I inch - 25.4 mm. Linear interpolation may be used for intermediate spacing and edge distances. For SI: l inch = 25.4 min, 1 p 1-6.89 kPa, 1 bf -ft - 1.355818N•m l lbf -4.45 N. The tabulated shear and tensile values are for anchors install d in stone aggregateconcrele having thedesiymated ultimate compressive sheng li:d the um:0'im ;tulla:iun. 2 The holes are drilled with bits complying with ANSI 8212.15 -1994. The bit diameter equals the anchor diameter. 3 These tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2.S. 4 The minimum concrete thickness is 1 times the embedment depth, or the embedment depth plus three times the anchor diameter, whichever is gra4Ur. 5 Allowable static loads may be increased one -third for earthquake or wind resistance in accordance with Section 1612.3.3 of the code. No further i.icicase :s allowed ( The anchors am illustrated as follows: TABLE 3-ITW RAMSET /RED HEAD TRUBOLT WEDGE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds) IIIII�IUIIIIIIIIIIIIIIII� n�u ANCHOR DIAMETER (Inches) EMBEDMENT DEPTH (Inches) DESCRIPTION Edge Distance Required to Obtain Max. Working Load (Inches) MIR Allowable Edge Distance (inches) Load Factor Applied . 0.65 Spacing Required to Obtain Max Working Load (inches) Min. Allowable Spacing Between Anchors (inches) Load Factor Applied = 0.70 1 /4 1 /g 2 1 1 2 3 115/16 115/ 1 37/ 115, N/A 2 1 13/i6 33/16 19' 3 /8 11 /2 2 1 5 2 3 3 3 1 6 3 2 4 3 142 6 3 11 21 315/ 2 7 78 3 31/k 4 /4 3 1 63/16 31/8 9 6 4 2 9 41r 5/ 23/ 413/16 27/16 9 co 3 5 /g 37 /8 115/16 711/16 3 8 71 /2 5 2 111 /4 5 ' 7 8 3/ 31 511/16 27 /8 113/8 511/16 6 /g 5 2 915 /16 • 5 10 7 3 15 7', 7 /8 33 /4 6 35 /16 1 3 1 /g 69 '16 311/16 6 6 3 /g 12 6 6 8 6 3 12 b 1 4 77 /9 315 /16 15 7 %.5 73 /8 73 /8 311 /16 149/4 7 - /i 9 7 /g 3 14 7 1 5 9 /8 4 19 9' /q 8 8 4 16 8 10 7 3 15 7 ANCHOR DIAMETER (Inches) EMBEDMENT DEPTH (Inches) DESCRIPTION (E) Edge Distance Required to Obtain Max. Worldng Load (Inches) (See Figure 2) (El) Min. Edge Dstance at Which the Load Factor Applied• 0.60 (Inches) (See Figure 2) (E2) Min. Edge Distance at Which the Load Factor Applied s 0.20 (inches) (See Figure 2) Spacing Required to Obtain Max. Working Load (Inches) 1 .Min. Allowable ' Spacing Between Anchors (inches) i Laid Factor Applied • 0.40 1 /4 143 2 1 N/A 3 115/16 115/16 1 N/A 3 113 /1e 34 142 2 13/ N/A 5 2 3 /3 3 3 3 I'/, 6 t /2 2 3 29 /16 N/A 77/ 3i / 414 5 31 /8 X 63/l6 31/k 5/ 23/ 413/16 3 /g N/A 9 413/ 5 6 3/46 37 /9 115/16 711/16 37/a 3 /4 31 /4 5 3 N/A 11 4 511 /16 65 /8 8 5 21 /2 915/16 5 7 /8 33 /4 6 45 /16 N/A 13 09 /16 6 8 6 3 1242 5 1 4 7 5 N/A 15 7 73/9 101/ 73/ 311/16 143 /4 7 ' /3 1 5 9 6 N/A 19 9 5 /5 8 11 8 4 16 3 Page 4 of 7 TABLE 4— RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR TENSION LOADS FOR ITW RAMSET /RED HEAD TRUBOLT WEDGE ANCHORS For SI: 1 inch - 25.4 mm. • 'Linear interpolation may be used for intermediate spacing and edge distances. 2 Spacings and edge distances shall be divided by 0.75 when anchors are placed in structural lightweight concrete in accordance with Table 10 TABLE 5— RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR SHEAR LOADS FOR ITW RAMSET /RED HEAD TRUBOLT WEDGE ANCHORS •For SI: 1 inch -.25.4 mm. N/A - Not applicable, 'Linear interpolation may be used for intermediate spacing and edge distances. 2 Spacings and edge distances shall be divided by 0.75 when anchors are placed in structural lightweight concrete in accordance with Table 1 ER -1372 ■ CODE LENGTH OF ANCHOR (Inches) (mm) QCUC“. +JZ -� Black l'/2<2 38<51 White 2<2 51 <63 Red 2 63 <76 Green 3 <3 76 <89 Yellow 3 <4 89< 102 Blue 4<41 102< 114 Purple 4 5 114 < 127 Brown 5< 5 127< 140 , Orange 9/2 < 6 140 < 152 N/A 6<6 152<165 N/A 6 <7 165< 178 NIA - 7 <7 178<191 N/A 7 191 <203 BOLT DIAMETER (inch) ANCHOR DIAMETER (Inch) MINIMUM EMBEDMENT DEPTH (inches) r • 2,000 pe rr a 4,000 Psi P = 6 00u psi Spacing Required to Obtain Max. Working Load (inches) Tension Shear Tension Shear Tension Shear WIN Special Inepecdon Without Special Inspection With Special Inapectlon Without Special Inspection With Special inspections Willow Sp.ciai Insprctial _ 114 3 /8 1 420 210 270 590 295 300 745 575 325 3/8 1 /2 1 /8 745 375 790 950 475 625 I 1,560 '90 465 i/2 5 /8 2 825 415 1,145 1,460 730 875 2,075 1,035 600 5 /8 7 /g 242 1,375 685 1,860 2,160 1,080 1,385 2,755 1,375 910 3 /4 1 33 /16 2,070 1,035 2,620 2,370 1,185 1,920 3,065 1,530 1.215 BOLT DIAMETER (Inch) ANCHOR OIAMETER (inch) MIN. EMBEDMENT DEPTH (Inches) DESCRIPTION Edge Distance Required to Obtain Max. , Working Load (Inches) Min. Allowable Edge Distance (inches) Load Factor Applied a 0.80 for Tension • 0.70 for Shear Spacing Required to Obtain Max. Working Load (inches) Mir. AlbwaLlc Spacing Between Anchors (inches) Wad Factor Applied =0.60 for Tension = 0 55 for Shear 1 /4 3 /8 1 1 7/3 3 1 3/8 I/ 15/ 27/8 17/16 511 /I0 2 t , 1 /2 5 /8 2 31/, 13/ -1 _ 5/ 7/ 21 / 40/ 23/ 33/ 43 3/ 1 33/ 55/8 213/16 11' /16 Page 5 of 7 TABLE 6-77W RAMSET /RED HEAD MULTI-SET II ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds) For 51: 1 inch = 25.4 mm, Ibf = 4,45N, 1 psi - 6.89 kPa. 'The tabulated shear and tensile values are for anchors ins ailed in stone- aggregate concrete having thedesignated ultitnatecurure,si\a strength :AI tie turn: fins:.dlati Values have been tabulated for both ASTM A 307 and A 449 bolts installed with the device -Th< holes are drilled with bits complying with ANSI 8212.15.1994. The bit diameter equals the anchor diameter. 3 These tension values are applicable only when the anchors are installed with special inspection as set fonh in Section 2.5. 4 The minimum concrete thickness is 1 times the embedment depth, or the embedment depth plus three times the anchor diameter, whichc, 'The anchors are illustrated as follows: f TABLE 7— RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR ITW RAMSETIRED HEAD MULTI - SET II ANC For SI: 1 inch = 25.4 mm. 'Linear interpolation may be used for intermediate spacing and edge distances. 2 Spacings and edge distances shall be divided by 0.75 when anchors are placed in structural lighnveighl concrete in accordance with Table 9. TABLE 8— LENGTH IDENTIFICATION CODES CODE N 0 P Q R 5 T U V w X Y 72 LENGTH OF AI,CHOR (inches) (.nn) 8 <8 203 84 2 < 9 21E. <22-5 9<9 229 < 241 9 < IO 241 <254 10 11 234< 2 07 1 1< 12 2o7 3 4 5 12 < 13 305 : 330 13 < 14 33( < 366 14 <15 34/ < 331 15<16 3S1 =436 16<17 40/ <43 17<18 432 c4:7 I8 <19 45' < 483 ER -1372 BOLT DIAMETER (Inch) ANCHOR DIAMETER (Inch) MINIMUM EMBEDMENT DEPTHS (inches) LIGHTWEIGHT CONCRETE /, • 3,000 psi LOWER FLUTE Of STEEL LECK LIGHTWEIGHT CONCRE rE r', n 3,000 psi WIT( FILL I i Shear Tension • Shear Tension IT With Specie! Inspeedon Without Special Inspection with Special Inspection Without special Inspection 3 /8 1 12 1 965 982 1,105 835 417 1,105 1/2 5 /8 2 1,020 510 1,410 800 I 400 1,235 5 /3 / / a 2 1,570 785 2,610 1,490 745 1,460 3 / 4 1 3 2,750 1.375 3,945 2,045 1,022 2,280 Page 6 of 7 TABLE 9--ITW RAMSETIRED HEAD MULTI-SET 11 ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds) For SI: 1 inch - 25.4 mm, 1 lbf = 4 45 N, 1 psi - 6.89 kPa. 'The tabulated shear and tensile values are for anchors installed in structural lightweighl concrete having the designated ultimate comp lation. Values have been tabulated for both ASTM A 307 and A 449 bolts installed with the device. '-The holes are drilled with bits complying with ANSI 13212.15 -1994. The bit diameter equals the anchor diameter. 3 These tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2.5. 4 lnstallation details are in Figure 3. Spacing and edge distances are in Table 7 as modified by Footnote 2. TABLE 10 RAMSET /RED HEAD TRUBOLT WEDGE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds) For SI: 1 inch = 25.4 nun, 1 psi = 6 89 kPa, 1 Ibf- 4.45 N. N/A at Not applicable. 'The tabulated shear and tensile values are for anchors installed N structural lightweight concrete having the designated compressive strength at Inc time of instnllaLCr.. '-The holes are drilled with bits complying with ANSI 8212.15 -1994. The bit diameter equals the anchor dimmeter. 3 These tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2.5. 4 lnstailation details are in Figure 3. Spacing and edge distances are in Tables 4 and 5 as modified by Footnote 2. Self- Drills S (bolt size) Trubolt Wedge Anchors WS- Carbon Steel (anchor size x length) Multi - Set 11 RM- Carbon Steel (bolt size) FIGURE 1- IDENTIFICATION SYMBOLS FOR THE VARIOUS ANCHORS ER -1372 ve s it m the I nne of roar LIGHTWEIGHT CONCRETE /'• • 3.000 psi LOWER FLUTE OF STEEL DECK WITH UCHTNEIGHT CONCRETE FILL 1' • 3,000 psi MINIMUM Tension Tension ANCHOR INSTALL EMBEDMENT With 3paclNa DIAMETER TORQUE DEPTHS Without Specal With Special Vs/about Specie (inch) (64b.) (Inchsa)a InsPMion Inspection Shear Inspection Inspection Shear 3 /8 25 1 530 265 930 475 237 790 3 735 367 1,060 710 355 1,000 1 /2 55 2 900 450 1,760 850 425 1,345 3 1,180 590 1,655 - 1,120 560 1,655 4 N/A N/A 1,730 1,200 600 1,610 5 /g 90 3 1,500 ' 750 2,310 1,180 590 1,375 5 1,490 745 2,320 1,645 822 i 2,285 3 /4 175 3 1,790 895 3,150 1,460 730 2.220 5 2,225 1,112 3,980 1,760 880 , N:,T Page 6 of 7 TABLE 9--ITW RAMSETIRED HEAD MULTI-SET 11 ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds) For SI: 1 inch - 25.4 mm, 1 lbf = 4 45 N, 1 psi - 6.89 kPa. 'The tabulated shear and tensile values are for anchors installed in structural lightweighl concrete having the designated ultimate comp lation. Values have been tabulated for both ASTM A 307 and A 449 bolts installed with the device. '-The holes are drilled with bits complying with ANSI 13212.15 -1994. The bit diameter equals the anchor diameter. 3 These tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2.5. 4 lnstallation details are in Figure 3. Spacing and edge distances are in Table 7 as modified by Footnote 2. TABLE 10 RAMSET /RED HEAD TRUBOLT WEDGE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds) For SI: 1 inch = 25.4 nun, 1 psi = 6 89 kPa, 1 Ibf- 4.45 N. N/A at Not applicable. 'The tabulated shear and tensile values are for anchors installed N structural lightweight concrete having the designated compressive strength at Inc time of instnllaLCr.. '-The holes are drilled with bits complying with ANSI 8212.15 -1994. The bit diameter equals the anchor dimmeter. 3 These tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2.5. 4 lnstailation details are in Figure 3. Spacing and edge distances are in Tables 4 and 5 as modified by Footnote 2. Self- Drills S (bolt size) Trubolt Wedge Anchors WS- Carbon Steel (anchor size x length) Multi - Set 11 RM- Carbon Steel (bolt size) FIGURE 1- IDENTIFICATION SYMBOLS FOR THE VARIOUS ANCHORS ER -1372 ve s it m the I nne of roar Page 7 of 7 ER-1372 For SI: 1 inch = 25.4 mm. 1.00 0.60 0.20 E2 El FIGURE 2—LOAD FACTORS FOR TRUBOLT WEDGE ANCHOR SHEAR LOADS AT REDUCED EDGE DISTANCES (See also Table 5) MULTISET Y 1'CLR. MIN. 1'CL MIN. TRUBOLT LIGHTWEIGHT CONCRETE ONLY T'CLR MIN. MULTISET11 E = DEPTH OF EMBEDMENT TRUBOLT TOGA STEEL DECK MIN. 41W MN. E STEEL DECK WITH LIGHTWEIGHT CONCRETE FILL FIGURE 3— TRUBOLT AND MULTI-SET II ANCHORS IN LIGHTWEIGHT CONCRETE (F = 3,000 psi) AND STEEL DECK WITH LIGHTWEIGHT CONCRETE FILL (P = 3,000 psi) 00700 GENERAL CONDITIONS All materials and construction shall conform to the drawings, these notes, and any specifications for this project. During the construction period, the Contractor shall be responsible for the safety of the construction project, including all excavation procedures. The Contractor shall provide adequate lagging, shoring, bracing, guys and protection of adjacent property, structures, streets, and utilities in accordance with all national, state, and local safety ordinances. DO NOT SCALE DRAWINGS. All information shown on the drawings relative to existing conditions is given as the best present knowledge, but without guarantee of accuracy. Where actual conditions conflict with the drawings they shall be reported to the Engineer so that the proper revisions may be made. Construction modifications shall not be made without written approval of the Engineer. Install permanent plaques of not less than 50 square inches in area in one or more conspicuous locations showing the maximum permissible loading. 01312 PROJECT COORDINATION The Contractor is responsible for coordinating the work of all trades and shall check all dimensions. The Contractor shall ensure that subcontractors and fabricators receive all applicable design information including geotechnical reports, drawings, notes, and specifications. Any discrepancies shall be called to the attention of the Engineer and be resolved before proceeding with the work. Architectural, mechanical, plumbing, and electrical drawings shall be used to define detail configurations including, but not limited to: relative location at members, elevations, size and location of floor and wall openings, floor recesses, accessible facilities, ducts, pipes and pipe sleeves, electrical conduit, and other items to be embedded in concrete or otherwise incorporated in the structural work. 01412 BUILDING CODES STRUCTURAL NOTES DIVISION 1 - GENERAL REQUIREMENTS Uniform Building Code (IBC) 2003 Edition Washington State Building Code (Washington Administrative Code (WAC) Chapter 51 -30) 01415 DESIGN LOADS AND CRITERIA Pallet Rack Loading: 5900 lb/level SEISMIC: Soil Profile Type: Response Modification Factor (R): 01455 TESTING AND INSPECTION All special inspection and testing shall comply with 18C Sections 1701, 1703, 1704, other applicable building code sections and are in addition to the inspections made by the Building Official per IBC Section 109. Special inspections are required for the following work: Installation of wedge anchors, where noted on plans Field Welding: Structural and miscellaneous steel DIVISION 3 - CONCRETE D 4.0 Special inspectors and testing laboratories shall be PROVIDED BY THE OWNER. The Contractor shall coordinate special inspections as well as standard building inspections with the construction schedule and is responsible for facilitating access to areas to be inspected. Special inspectors and testing laboratories shall be certified by the Washington Association of Building Officials (WABO) and approved by the Building Official. The special inspector shall observe the work for conformance with the design drawings and specifications and fumish inspection reports to the Building Official and the Engineer. All discrepancies shall be brought to the immediate attention of the Contractor, Engineer, and the Building Official. The special inspector shall submit a final signed report stating whether the inspected work was in conformance with the design drawings and specifications and the applicable provisions of the building code. Special inspections per IBC Section 1704 are required unless fabricator is approved per Section 1702.1. 03153 WEDGE ANCHORS Wedge anchors in concrete shall be one of the following: Red Head Trubolt Wedge Anchors Substitution of another product requires approval of the Engineer. ICBO Report ER -1372 Install anchors per the ICBO Report and the manufacturer's instructions. Special inspection is required during installation WHERE NOTED ON THE DETAILS. Do not cut or damage existing reinforcing to install anchors. 05120 STRUCTURAL STEEL DIVISION 5 - METALS Structural steel materials, fabrication and erection shall conform to IBC Section 2203 and the RISC 1989 Specification for Structural Steel Buildings. Material specifications, unless noted otherwise: Structural shapes: ASTM A 36 Bars and plates: ASTM A 36 Pipe: ASTM A 53, Grade B, Standard Weight Structural tubing/HSS: ASTM A 500, Grade B Bolts: ASTM A 307, Grade A Nuts: ASTM A 563 Flat/beveled washers: ASTM F 436 Filler metal: E70XX Substitution of other materials requires approval of the Engineer. Welding shall be performed by WABO certified welders and shall conform to AWS D1.1 and.AISC specifications. Minimum fillet weld size shall be 3/16" unless noted otherwise. Field welds shall have special inspection per IBC section 1704.3.1. 12 -06 -2006 TONY UYIU 1230 ANDOVER PK W TUKWILA WA 98188 RE: Permit No. D06 -115 1230 ANDOVER PK W TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by liniltation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 01/31/2007, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, XC: Permit File No. D06 -115 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 -431 -3665 April 6, 2006 City of Tukwila, Fire Department To Whom It May Concern, In order to comply the fire department regulation, the storage racks/Pallet racks with our permit number: D06 -115 will be built with only one level. This level is at 8 ft above the floor. The materials on the racks will not be stored more than 12 feet in height above the floor. Yours truly, r Inrt!) Chen Tang/General Manager Comfort. Quality S Styr VICO Home Furnishings 1230 Andover Park West, Tukwila,WA 98188 Tel :(206)575 -2828 Fax:(206)575 -3778 • ■V Comfort, Quality & Style FILE COPY 1230 Andover Park West, Tukwila, WA 98188Te1: (206) 575 -2828 Fax: (206) 575 -3778 Email: vicofurniture @yahoo.com ACTIVITY NUMBER: D06 -115 DATE: 03 -31 -06 PROJECT NAME: TUY INTERNATIONAL/VICO HOME FURNISH. SITE ADDRESS: 1230 ANDOVER PK W X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: ��� BuildingDivisio n Public Works ❑ DETERMINAT }ON OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire on ��� Structural Incomplete Planning Division ❑ Permit Coordinator ❑ DUE DATE: 04 -04-06 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required C REVIEWER'S INITIALS: DATE: DUE DATE: - 05-02-06 Not Approved (attach comments) n DATE: Not Applicable ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: COUNTY OF KING CITY OF TUKW /LA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 STATE OF WASHINGTON) ) ) ss. � GE A.�DF'' 4trt v tioTMY 9N ¶ f N' pU8LI '2J 4�'•• � Os �"a, ?F tapplicationsS2004 affidavit In feu of contractor registration APPLICANT � • �� NOTARY PUBLIC in and for the S e of Washington, Residing at Kin q Name as commissioned: My commission expires: Permit Center/Building Division: 206-431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRA PERMIT NO.: % O( •'� IC Th ny K, f' U `fA states as follows: / 4please print) 1. 1 have made application for a building permit from the City of Tukwila, Washington. 2. 1 understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. 1 have read or am familiar with RCW 18.27.090. 3. 1 understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor Is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, 1 hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090,1 consider the work authorized under this building permit to be exempt under No. 14- and will therefore not be performed by a registered contractor. 1 understand that 1 may be waiving certain rights that 1 might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. Signed and swom to before me this 3 /st dayof March 2006. County. Al ice 4 Deac 6 - /6 -OR 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. An authorized representative of the United States Govemment, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district or other municipal or political corporation or subdivision of this state; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7. Any construction, alteration, improvement or repair of personal property, except this chapter shall apply to all mobile, manufactured housing. A mobile/manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 9. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor, 10. Any work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is less than $500.00, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applicationst8 -2004 affidavit in lieu of contractor registration contracts of amounts less than $500.00 for the purpose of the evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor, 11. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor; 12. An owner who contracts for a project with a registered owner; 13. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but his exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 14. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 16. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 17. Contractors ,:on " highway ..projects who have been prequalified by chapter 13 of the Laws of 1961, RCW,47.28.070;with the department of transportation to perform highway construction, reconstruction, or maintenance work. Ci. •. I i i I; T ;i 0.� CI z A i T F- G'CI o' I s I r ee. No changes shall be nude to the Rape of wo* wk 1M prbr ap f mw Of N=: RiBVl9 m wW re*ft 8 m and mall include adl n 01 Ow I�IIIMIII �. � t I (:5'•971.: }_�dL. FM- -. I Itii'AIL nxel, l 7TT weu I , 1 I' I 1 - = 7•SCi]TW6'. MfAAL`HOLYSE : . =1292 AKDGVEtCPARTGWtST —_. T�TieKT..IMY3C.0Yt✓IENr__: fo.Tt;:, :•.:' ... S0 1 � I L I A � I l.i C a IZ3Q...A1jDOVEiZ LEGAL THAT PORTION OF GOVERNMENT LOT 1, SECi10N 35, TOWNSHIP 23 NORTH, PlNGE 4 EAST, W.U. •N KING COUNTY WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE NORT14E4S ' CORNER OF SAID GOVERNMENT LOT 1: THENCE N BT44.W W ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 1 A DISTANCE OF.949.49.FEET, THENCE S 01'51'39' W A DISTANCE OF 1,Ot0.88 FEET TO THE - INC Is Sul Approval of cor'tructio the violation of ny as of approved Flel Copy By Date: '- I AL CjL Ittc.e. ,. .IIllc.e. l bl RDO TIN 0.CII 8.. 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[xrnr:s S �G Ueer �i ��,-- T- �:�l�r- �'•u,.•.��.-- ��.`•�,�.,{ � lief Rae k f ocIJS 045 TTe)isj the tvall, ov t i•noo.. n'-n�irr�.��'i.'-WAON ROp►�; " "1 '^errwa.a- c..•NEW• COHG. RCMP mr= d. 001•[IIIMAI...P11¢1CIµCa- 21.R.�_ . o Ap ti awe, l La. ;,,,ex a A pR- r c_evwtznga:.kcr_ %•ro. -w•MYt 'w!'' Ye I I I I�I I I III III I. II III 'III I I I` I 'I III "III I`I I (II 1� I� I I 1 I I I1' i�11�i I7 `1 l l TTI t 2s'$ya I{G' k j"tTt4`I I I I In 1118 t 1 . I .. (® t' :3 x• W, &=1872" �`�„ oi 5IL 'bl E6. ZI6 t 66�Xr'b3o6,,, 1i11 11111, lllllll�lllllllll�ll11J1J. II��llll. LIII�I( IIII��I�U1 �1hIII���III�I�II�IIII�I�IT�I��II���I�III��IIiI� Ill IIIIII�I�► IIJIlIIIl"I'l I I1I�II�L���I���IU� I . q REVIEWED FOR CODE COMPi' IANCe .� t APR 0 7 2016 I CityOf1 kvvila+� RECEIVED CITY OF TUKWILA MAR 312006 PERMIT CENTER i