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Permit D06-020 - Paragon - Storage Racks
PARAGON 18270 SEGALE PK DR B D06 -020 City or Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206- 431 -3665 Web site: cttukwila.wa.us Parcel No.: 3523049119 Address: 18270 SEGALE PARK DR B TUKW Suite No: Tenant: Name: PARAGON Address: 18270 SEGALE PARK DR B, TUKWILA WA DEVELOPMENT PERMIT Owner: Name: LA PIANTA LLC Phone: Address: PO BOX 88028, TUKWILA WA Permit Number: D06 -020 Issue Date: 02/15/2006 Permit Expires On: 08/14/2006 Contact Person: Name: JERRY HARRISON Phone: 425 251 -5700 Address: 8230 S 192 ST, KENT WA Contractor: Name: HARRISON EQUIPMENT CO INC Phone: 425- 251 -5700 Address: 8230 S 192 ST, KENT WA Contractor License No: HARRIEC101PN Expiration Date: DESCRIPTION OF WORK: INSTALL PALLET RACKS Steven M. Mullet, Mayor Steve Lancaster, Director Value of Construction: $0.00 Fees Collected: $804.72 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: Occupancy per IBC: 0024 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End lime: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage' N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N doc: IBC - Permit D06 -020 Printed: 02 -15 -2006 Permit Center Authorized Signature: doc: IBC - Permit City c'Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ct.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -020 Issue Date: 02/15/2006 Permit Expires On: 08/14/2006 Date: 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 the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: r6 Print Name: L/Ceret ✓ ® c (3c / 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. D06 -020 Printed: 02 -15 -2006 City of Tukwila PERMIT CONDITIONS Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3523049119 Permit Number: D06-020 Address: 18270 SEGALE PARK DR B TUKW Status: ISSUED Suite No: Applied Date: 01/23/2006 Tenant: PARAGON Issue Date: 02/15/2006 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: Alf 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: The special Inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: Installation of high - strength bolts shall be periodically inspected in accordance with AISC specifications. 6: 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. 7: 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. 8: 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. 9: 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. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: The total number of fire extinguishers required for an extra hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (4A 40 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 13: 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 doc: Conditions 006-020 Printed: 02-15-2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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) 14: 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) 15: 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) 16: 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) 17: 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) 18: 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) 19: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 20: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point In an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is Tess, from the nearest visible exit sign. (IFC 1011.1) 21: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 Inch (19.1 mm) wide. The word "EXIT' shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT' shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 22: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 23: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes In case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 24: Means of egress, Including the exit discharge, shall be illuminated at all times the building space served by the means of egress Is occupied. The means of egress Illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress Illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less doc: Conditions D06 -020 Printed: 02 -15 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 25: Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4) 26: 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) 27: Group A plastic storage over 5 ft. In height will require increased sprinkler densities over the storage area per NFPA 13, Table 12.2.3.1.6. 28: 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) 29: Maintain fire alarm system audible /visual notification. Addition /relocation of walls or partitions may require relocation and /or addition of audible /visual notification devices. (City Ordinance #2051) 30: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 31: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 32: 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) 33: Maintain minimum 6" longitudinal flue space between back- to-back racks. (NFPA 13- 12.3.1.14.1) 34: Depending on the classification of the commodity being stored and the size of the storage area, smoke vents, small hose stations and curtain boards may be required by Table 2306.2 of the International Fire Code Contact the Tukwila Fire Prevention Bureau for further information. 35: 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) 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 37: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of doc: Conditions D06 -020 Printed: 02 -15 -2006 such condition or violation. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 38: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Conditions D06 -020 Printed: 02 -15 -2006 Tukwila City of 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. Signature: Print Name: 1 / jay Date: z/(7,(i 6 doc: Conditions 006 -020 Printed: 02 -15 -2006 CITy:OF TUKKWILA Community Development rtme, -Pub& Works Department Permit Center . 6300 Southcenter Blvd., Sulte.100 Tukwila, WA 98188 Suite Number Floor: Site Address: , : , left 7O Seac0 Ric 4. Tenant Name ` itle n A) " ' Property Owners Name: LOC 1 fa ■ t.1:6 Mailing Address: Pb 1 131014 Name: : • keiA4M .SOst - Mailing Address: 523;0 S Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or by fax. **Please Print!! E-Mail Address: Contact Person: Carat fiftveett rem Tjt M.vi IA New Tenant: © - Yes ❑..No WA 9513$ State ZIP Day Telephoite( ' n1 Si 0 6 /C -,-3� uR TS'c x z City • State Tip Fax Number ti) t -4i7L Company Name: *ECLYM/ G- 12 ' Cy' r G Mailing Address: $2 3'd Se !4z 7-ST J 0.4 -- ?rest.. Cry Swig hp Day Telephona'C/1=r) Zf — f7e o - E -Mail Address: Fax Number. - Ter? Contractor Registration Number/Air/aid/ ''N Expiration Date: 377 tap "An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance" Company Name: Mailing Address: City Contact Person: Day Telephone: E-Mail Address: Fax Number. zp ENGnNnR CORD =i ii plats inu Company Name: Mailing Address: City . State T,p - _ Contact Person: Day Telephone: E -Mail Address: Fax Number: ctWnsd wtk av application (7-2034) tail: 11+05 w Page t Valuation of Project (contractor's bid pride) S Scope of Work (please provide detailed iinfonvatiot)) Will there be new rack storage? 12rirs 0..-No Existing Building Valuation: S OfiAertedCte HandoutNo.. _..._. ,- .for zequirements PrOltle An 8t t�QiAk µa te dotage l3 I' Floor r Flo 3i' Floor Basement Accessory Structure Attached garage patached Atfac[ud Catpoct ''y.; : Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single-family building footprint (area of the foundation of all Wuetures, plus any decks over 18 inches and ovahaogs pester 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 ayes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0-Automatic Fire Alarm ❑..None ❑. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.. Yes ® ..No If ayes", attach list of materials ansistarage locations on a separate 8-b2 s 11 paper indicating quantities and Material Safety Data Sheets. P'Mn+N WVcc changes pima mrprscation ( lambed 640s te Page 2 Scope of Work (please provide detailed hifomuttion): o ...Total Cut cubic yards 0 ...Total Fill cubic yards o -.Sanitary Side Sewer 0 ...Cap or Remove Utilities O -.Frontage Improvements 0 -.Traffic Control o ...Backflow Prevention - Fire Protection Irrigation Domestic Water a-Permanent Water Meter Size... 0 -.Temporary Water Meter Size 0...Water Only Meter Size o -.Sewer Main Extension Public 0 ...Water Main Extension Public amnia &aim eargetenneit opplicadee (74004) Sevin& 141-0S Cali before you Dig: 1-800-424-5555 Please •refel 80 Public Works Dulietin Nt for tees and estimate shoot WaterDlstrlct Ia.. Water District 8125 0 Highline 0 -.Renton 0 ...Water Availability Provided ValVue 0 Renton 0 -.Seattle El —sewer Use Cerdficate - 0... Sewer Availability Provided 0 -_Approved Septic Plans Provided CI ...Septic System - For omite septic system, provide 2 copies of a current septic design approval by King County Health Department, "Omitted with Application (mark boxes which avalvh. D ...Civil Plans (Maximum Paper She - 22" z34") 0 -.Technical Information Report (Storm Drainage) 0 -.Bond 0 - Insurance 0 Easement(s) 0 Maintenance Agreement(s) El...Hold Harmless r_mposed Activities (mark boxes that apply): 1011 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use -146 Dieturbance o ...Construction/Excavation/Fill - Right-of-way Non Right-of-way • Abandon Septic Tank O Curb Cut Pavement Cut Looped Fire Idne It •1 WON WON WON Private Private O Geotechnical Report 9 ...Traffic Impact Analysis 0 .. Right-of-way Use - Profit for than 72 hours 0 .. Right-of-way Use - Potential Disturbance O Wad( in Flood Zone .. • Storm Drainage O .. Grease Interceptor ▪ Channelization • Trench Excavation .. • Utility Undergrounding Page 3 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line O -Water 0 -.Sewer Monthly Service Billina to; Name: Mailing Address Water Meter Refundfilillinz: Name: Mailing Address plumber of Public Fire Hydrant(s) 0 ...Sewage Treatment Day Telephone: City State 23 P Day Telephone: City Suit zip . • • • UoitType: Qty Unit Type.: °:'_ •;; , .Qty 'Unit e: Qtya. Roller/Compt-ess ? Qty Fumace<100KBTU Air Handling Unit >10,000 CFM Fire Damper .0.3HP/100,000.BTU - Fumace>100K BTU - Eva Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Dud Thermostat 15.30 HP /1,000,000 BTU Suspended/Wall/Floor- 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 — Command Other Mechanical Equipment MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: state tW tatty Contact Person: Day Telephone: E =Mail Address: Fix Nt>mber: 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): Residential: New ....0 Replacement ❑ Commercial: New ....0 Replacement ❑ Fuel Type: Electric ❑ Gas ....0 - Other. Indicate type of mechanical work being installed and the quantity below: Value of Construction — In alleases, a value of construction amount should be entered by the applicant This figure will be reviewed and is subject to possible revision by the Faith Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no pantit 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 denwnsuated. 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 0 AUTHORIZED AGENT: - Signs w Print Name: tJew ?eta•N/ Mailing Address: S2 ?d S' . /%L -sr Date APPlicatiouAceepted: .`.;' � • ovals atom aesesetasi womb= P-met _ Date Application F, ( Date: 7—.4 Day Telephone: `'z7 h &C State .. - rap -- I .-Staff Initials: City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 3523049119 Permit Number: D06 -020 Address: 18270 SEGALE PARK DR B TUKW Status: APPROVED Suite No: Applied Date: 01/23/2006 Applicant: PARAGON Issue Date: Receipt No.: R06 -00214 Payment Amount: 489.48 Initials: BLH Payment Date: 02/15/2006 01:20 PM User ID: ADMIN Balance: $0.00 Payee: HARRISON EQUIPMENT COMPANY INC TRANSACTION LIST: Type Method Description Amount Payment Check 42375 489.48 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 484.98 000/386.904 4.50 Total: 489.48 2520 02/15 9716 TOTAL 489.48 doc: Receipt Printed: 02 -15 -2006 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3523049119 Permit Number: D06-020 Address: 18270 SEGALE PARK DR B TUKW Status: PENDING Suite No: Applied Date: 01/23/2006 Applicant: PARAGON Issue Date: Receipt No.: R06 -00091 Payment Amount: 315.24 Initials: JEM Payment Date: 01/23/2006 10:26 AM User ID: 1165 Balance: $489.48 Payee: HARRISON EQUIPMENT COMPANY, INC. RECEIPT TRANSACTION LIST: Type Method Description Amount doc: Receipt Payment Check 42294 315.24 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 315.24 Total: 315.24 1530 01/24 9716 TOTAL 315.24 Printed: 01 -23 -2006 Project: Type of pectton: Address: /rj 27O Sre.i4 fa/K Date Called: 6 Special Instructions: Date Wanted: a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 Ix1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: P avrr0, k O n-,Aet / FI ii Date: � - 3 — $ .00 REINSPECTION FSE REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: Proje�t� 2AIw Type of Inspectio `� / Address: /82 S 4/' rk J/. Date Called: 5 Special Instruction Date Wante _ /3 p.m: Requester: Phone No: n Approved per applicable codes. ections required prior to approval. COMMENTS: f't f� k-( err vt, ,•�-� Qo- L(At sl / ckJS — W-e0PC ( 58.00 REINS ECTION aid at 6300 Southcenter E REQUIRED. lvd., Suite Date' —/3 — 1 1 eceipt No.: or to inspection, fee must be Call to sechedule reinspection. D ate: 1- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT 6)431 -3 Project: r a /0504 Type of Inspection: RAC.0 %Ica Address* Suite #: /Ella Scoak. OK 6 Contact Person: 3"4 6r4 uc 5 Special Instructions: Phone No.: Needs Shift Inspection: 06 •S•O'/ Sprinklers: Fire Alarm: Hood & Duct: /4- Monitor: , t Pc Pre -Fire: Permits: Occupancy Type: 0 0 6 - 020 06 •S•O'/ 2 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 1 ✓f Approved per applicable codes. Corrections required prior to approval. COMMENTS: /Ic■cx $ -/Fico i tiic f fill a< Inspector: 4. L✓hcclec „V S— Date: 51.2.46 Hrs.: i S $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 444 Andover Park East. Call to schedule reinspection. Receipt No.: Date: Word /Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 Project Cacti Sov� Type of Inspection: ;(• Inkier \-4 ct> Address: Suite #: I t? Z1 b SeacAe or B Contact Person: 3kD Gccnw es Special Instructions: Phone No.: 2_ CL, — 3 I — 59 25 Needs Shift Inspection: Sprinklers: Yes ± - c Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 INSPECTION NUMBER n Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit 12/2/05 (Lh(r- h7r� NA- PERMIT NUMBERS Corrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 444 Andover Park East. Call to schedule reinspection. T.F.D. Form F.P. 85 COMMENTS: �I 'cov;aa \ \Ao n ' rk rt - tp ' r\at. M at �na� o ce AiN - a)&%ev <, 1PrS Inspector: Date: 1 3/ Hrs.: t o Receipt No.: Date: .■P • .0- 01/27/06 FRI 09:35 FAX 253 437 0579 1[ 1ii n rroci1/44,CV Stzt-v-co t eq v • 4 11 4., RECEIVED. CITY OF TUKWILA Wt )11 p 11 n i %WAR CENTEn - — H. IC &la& et_ /06/4-.C.7S. - .. .C4-4? r MAI ••■••■W b ars as rup4tPrec.Q PA s‘a e 6 ; I •• 31- . • III D 1 / 44 ("Kkat r ate-47n :!.sZt.itahtirr @el 0' • H C-bLirAcr fS.`.1 C efowyri, G-4 RA: LZ C32 87Z- 45o0 iNtaMPLETE trfit PARAGON PACIFIC RENT netervit REVIEWED FOR CODECOMPLIANCE mmorweirs 732006 cityof T ROTIMAir nu/Nulty des/tak$ Potrao 01301 • 81/20/2006 16:30 2539392168 CON$UL11NG ENGINEERS /CIVIL AND STRUCTURAL ' .1519 West Valley Highway Nortt/Sude 101 • .Post Office Box 836 /Auburn, WA 98071 263 - x33.7776 Fax 263. 939.2188 RUPERTENG I a— .Ceffighe PAGE 02 ►7lRue1V1RA SEISMIC DESIGN CALCULATIONS Alta( STORAGE . DIEULEME 18270 Se ale Park B Drive Seattle, WA FOR REI dob No. 06006 • January 2006 A le COOP PPrvot Stn - REVIEWED FOR _. CODE COMPLIANCE e000nv f FEB .1 2005. �Ci yOfTukwil1 - 13UTLDTW? min - slow RECEIVED CITY OF TUKW 1LA J AN 23 . 2006 PERMIT CENTErt gAISSIST EOUIP'MENr b0., INC: 8230 South 192 Street • Kent, WA 98632-1130 . 1/20/2006 16:30 2539392168 gforduacactoop boa OON91R.11NSENGI CNEANDSTRUGIURAl Ruip a rt 1519 West Valley Miebwry NogWOuiN 10 /Auburn. WA 95991 Poet ORice Box 939/AWwm.WA 96071 253433.7778 Fax 2534394168 RUPERTENG PAGE 03 ..),Boc Janet SPENT no Asp CALCULATED av CHECKED IN DATC SCALE . . r I . 4 . • . .. • . . • • • 9 PRODIlCTC07 1/20/2006 16:30 2539392168 RUPERTE% • •ON X EO d Wa BO :ZO NOW 900z- 9t-Nwr • e O • PAGE 04 ( 01/20/2006 16:30 2539392168 RUPERTENG ZDNE 1 40 'd 'ON }NJ • • • • e a • ZONE 3 1 17' -10" a a • • • • PACE 05 Rd 80:Z0 NOW 8002- 9I-HUr ____ x 01/20/2006 16:30 2539392168 JAN -18 -2008 MON 02:09 PN • 0 0 0 a 0 0 0 RIJPERTENG FAX NO. ZONE 42 MI Elms .W+ immi • r Inweli r Noma MINUMI IFINIMII MS ZONE 4.3 MON MINI MIMI J n al 0 0 0 0 0 0 PAGE 06 P. 02 1/20/2006 16:30 2539392169 90'd • • • • O 'ON WA RLPERTENG ZONE 5.1 6' -8' ZONE 5.2 ZONE 5,3 OMNI PAGE 07 Rd 80:30 NOW 9002- 9I-NHP ZONE 1 RACKING • TOTAL PALLET POSBIOtt3: LOAD TYPE Iaa TOTAL 6 BAYS, 3 LEVELS PER BAY LOAD TYPE to mg 16 POSITIONS LOAD TYPE 1kt TOTAL 2 BAYS, 5 LEVELS PER BAY LOAD TYPE lb a. 20 POSITIONS WITHOUT 104Q5 Oa. lb. & z) MAO TYPE 1b 0 • V, W 10 ,0 N 01 0, T 01/20/2006 16:30 2539392168 fl v4 RUPERTENG PAGE 09 ma ti:o NOW 0002-9170f.: • mums A tel RACKING 7 302 ZONE 4.2 RACKING 264 j- X48 Wm10IfT LO► DS TOTAL 130 PALLET POSmONS PER RCM/. 13 BAYS PER ROM. 2 PALLETS PER BAY S LEY£LS PER BAY 2 ROWS OF RACKS. TOTAL PALLET POSITONS 1N THIS ZONE a 280 IN 48 ,p-- r ZONE 5.1 LOAD TYPE 4 LOAD DMMNSLONS (ME THAT CAN BE ACCOMO 1N THESE RACKS 1--108 If TYP, 01/20/2006 16:30 2539392168 9 'd ION Pi RLPERTEWG PACE 11 : • 4 Ad Oi: O NON 900? -e1 Fldr CO NE 5.1 RACKING 4 MISIONS (MAXIMUM) BE ACCOMODATED RACKS 274 TOTAL. PALLET POSITIONS: LOAD TYPE 5A 4 if1YC. 8 LEVELS PER BAY 4 BAYS, 6 LEVELS PER BAY TOTAL PALLET POSITIONS FOR T LOAD TYPE 5A = 56 POSITIONS J 136 LOAD TYPE 58: 22 4 PALLET POSITONS LOAD TYPE 5A 1 9 264 003a 12- ZONE 5.2 RACKING TOTAL PALLET POSITIONS: LOAD TYPE 5C: TOTAL 1 BAYS, 7 LEVELS PER BAY LOAD TYPE SD = 7 POSITIONS �� 31 - f 4 78 30 1-- 144 --- • WITHOUT LOADS 4B 1 30 48 30 8 W ITH LOADS t3 Oas 15 TI-- 144 -1 LOAD TYPE 5C 72 r --1— a H- I36 ---1 LOAD TYPE 58 osse 14 • Y . . r 4-: a 1 _ ID 264. ._.— , ; _ e 30 sz°c = -- 1 78 1 ---,44 Til 50 1 264 1 50 WITHOUT LOADS ZONE 5.3 RACKING I TOTAL PALLET POSITIONS: 30 LOAD TYPE 5a TOTAL 3 BAYS. 7 LEVELS PER BAY T- - -136 LOAD TYPE 50 am 21 POSITIONS LOAD TYPE 50 1_ • I5 48 01/20/2006 16:30 2539392168 Ru:p 0rt RUPERTENG PAGE 14 PROOUCT 207 01/20/2006 16:30 MN/Mr sna Mahar 564 if: Abe MA ski 0-15/12,4154/ 12 O�b7X03E4e t Cal a -- 4 '4 0— .- 50 2539392168 4— Cas RLPERTENG 106 58 • 01/20/2006 16:30 2539392168 NowilausS Ouoal COMIONGINGS433WMANDWITIZIWA4 Rup e rt SHEET NO OF AMP ( m n ligrAtt_ CALCULATED BY no th• DATE WALE •p1f3t 3 pn•n1311.31:111.31134:3 1619 West Valley Highway NoetteSulte 101/MOWN WA 9 8001 Poet Office Box 036/Aubum,WA 08071 2$3-833-7776 six25949-21I8 1:1:1•14 /1)4 e ,,,,,lauefferaers tr7n 1 2.1M 21,M 2k 'Rock 1 .e .- 12,e0a 4 k(o..weisY0.4 'aft+ • 42kott2SeYda( = 44.21R.4}' NR A g itta+467)(2- 4 ) 12.16.676/ 1-6 "jaff K o Vei4Y0Aft(6.4t 12.k(os7Y2.57 tc !Ma- tvt 04 = • imp a mot wi 6M • RUPERTENG PAGE 16 fr= ••••••••■••■•• 3 • 1 1 3 fl PORN IPT 0 1 " -- w th ts 1 1 I t #a WWI 1 14 eh) C MA. Mi W 7s 41 141 MeatikriftWals*stask# =med 1+1 (IN Lambast E=01.dift.-r÷ mkt( sittilYagb .14404- ems. meisinceit.4. r M 4ftAzs 1 YtM 1 a ) arkust4 MT'S:2s: Joao Gaz 1 M Mt* =Bk.& Man 4kO ittia+ r it I it-Pt• Za9D & Ri 'NAM, eat\ el) CO C:1 1.3 .13 tal t.0 1.3 P.+ T mositkeigerlvissXve 182 44firlitY 04948 Yecet a 1 4.414-+ P k 575 i. Are t4 isslatawYttPloartt) -0 =4eyestk.r+ A int (4,5 k.e÷ v ro 111 1 1 L1t 1 I t t i i L Peg 1— Zit tt4k.* N m W Lye dm Z. Meg (13)( x04M • 5 •3'L1kk m . m Me =.ZG,6izf? 87.Kk•4 W Z =5 T T 7Lb•' ' m N ��/!� ''mo` f � / (ostj tzreelf s + Kid s 8 r 7K+" %j %iet. lt 14 4XaxeYnts +s'i - 4 4pMt. ia +Sfw a Kg ha- s.ok• 1?5/ t Z a �r.a +�•�- i f Ont. a,. 2k. -A`- N1 = Is( o.st4! •30 1tC- cn m +z' ss aRa'o'/v /�'[�ry / /�s 5V liIStzr o 0 r m n �(�rlJ, 4v lf-�►s7o - �� t90 '6'1 1m= K t <D ea m itt' ; "nu rani t w ii *I +v Vgy crib 111 N) +?cc,aL Y110 oNr• Y , or..... "Ma ti 1 it 4— 01/20/2006 16:30 2539392168 RLPERTENG II ® grigthlanlinta) f 00145.v.71NG ENOWEEREOCMLNCSIHIJCtURAL 1519 WM Miley 14 pin ay NoM909s 101IAubum, WA 98001 Poet 011ua Boo 638Mubum,WA 99071 283.830-Tr/0 Fax 28 3-979'2188 � r . sake 1 4 s c r . , .3 , . . • 1 4 u e PAGE 20 AM SKr NO CALCWTm ti DATE 6 coca= 9y DATE MAXIMUM ' Si A Mes*ISNwT • CASE jZ flAcriohis = 372k.4 _ elm sz Mow. Stqao nowhitzio: 18 p ewr o 4 etz.BK-ft- F. ' MAXiMilM atteLEQ4 fra►wr 2. HJ = $:6 M IWn &y�cw Mil�tt.F�4U: B.C�•7ft , D NIWI 107 rn • 01/20/2006 16:30 2539392168 Rupert Engineering, Inc 1519 Wrist Valley Highway North, Auburn, WA 98001 Rack Type: Pallet Maximum Download: 22.80 k Maximum Uplift: 9.30 k Seismic Base Shear. 4.10 k SLAB SHEAR ANALYSIS: Perimeter of Critical Loading Area: Shear Strength: &= 1 RUPERTENG DESIGN DATA: Concrete Slab Thickness: 6 IN Concrete Compressive P,= 4000 PSI Allowable Soft Bearing Pressure: 2500 PSF Steel Baseplates: F 36 KSI Column Dimensions: ASCE 7-02 EQ, 9,5.4.1 PAGE 21 Job 906006 1120/2006 (side of column parallel with longest Length: X = 3.00 IN baseplate dimension) Width: Y ■ 3.00 IN Plate Dimensions: Length: x = 8.00 IN (longer of Potentate dimensions) Width: y @ 8.00 IN A = try 286.00 INx RISC LRFD, pg 11-60 Maximum Supporting Area Geometrically Similar to and Concentric with Base (Input necessary only If different from plate Ai 0.00 IN Art,,,,,,) SLAB CRUSHING ANALYSIS: Required Base -plate Area to Avoid Concrete Crushing: 0.49 In RISC LRFD, Volume 2, Page 11-58 Base-plate Area Provided: 04 in SLAB OK b 56 in Ve= 95.6 kips ACI 11.12.2.1, EqueSon 11-33 q • 40 V 100.2 kips ACI 11.12.2.1, Equation 11-34 V,= 63.8 kips ACI 11.12.2.1, Equation 11-35 V, a 63.8 kips > 22.80 kips SLAB OK 01/20/2006 16:30 2539392168 Ruined Engineering, Inc 1519 West Valley Highway North, Auburn, WA 98001 BASEPLATE ANALYSIS: 1998 AISC LRFD, Volume 2, pgs 11 -87ff BOLT ANALYSIS: Number of Bays Sharing Baseplate: P„= Factored Constrained Compressive Strength of Concrete: Requlred Thickness: Type of Bolt Bolt Diameter. Bolt Embedment Depth: Number of Bogs per Baseplate: Shear Capacity per Bolt Total Bolt Shear Capacity: Tension Capacity per Bolt Total Bolt Tension Capacity: Pp m = n = n' • a= M'= I= t mq = I 4w = RIPERTENG 2 22.80 kips/baseptate 435.2 kips 2.675 a (0.6)(1 2.8 = (0.5)(B- O.S4) 0.750 0.044 0.211 0.158 2.800 ■ max(m, n, isn') 2P 0.9.P y 0.415k1 4. 7/ 4 t QK ITW RanrsetRed Head Trubolt Wedge Anchor 5/8 inch 2-3/4 Inches 4 2373 LBS 18.99 k > 4.10 k 1200 LBS OK 9.60 k > 9.30 k OK PAGE 22 Job 906006 112012006 01/20/2006 16:30 2539392168 EVALUATION REPORT CopyAgm 0 200 IC80 Ewdua SeMoa Ina Filing Category: FASTENERS -- Concrete and Masonry Anchors (066) ITV/ RAMSETIRED HEAD SELF•RiLLNG, TRUBOLT WEDGE, AND MULTI •SET II CONCRETE ANCHORS 11W RAMSETIRED HEAD 1300 NORTH MICHAEL DRIVE WOOD DALE, ILLINOIS 60191 1.0 SUBJECT ITW Ramset/Red Head SW-Drilling, TitheIt Wedge, and Multi-Set II Concrete Anchors. 2.0 DESCRIPTION 2.1 MN Rameet/Red Heed SW-Drilling Anchor: 2.1.1 General: Tiro reed Remset/Red Bead anchor lea self- daring concrete expansion shell anchor with a single cone ex- pender. Both elements are made from Mat - heated steel. The steel forth body conforms to AISI C- 121.14, and the steal for the plug conto nstoMSIC- 1010.Theanchorhaseightsharp teeth at one end and is threaded Internally et the other end. The outer surface of the tubular shell at the toothed end has annular broaching grooves and four mined silts. At its threaded end, the anchor is provided with an unthreaded chuddng cone that has an annular breat'o6 groove at is base for flush mounting. Anchor Men and expander cone are electrodepoah zinc and chromate- dated. 2.1.2 Installation: Embedment, spadng, edge distance, and concrete requirements ere shown In Tables 1 and 2. The anchors are Inetaned by e Model 747 Roto-Stop Hammer, by air Or electric impact hammer, or by hand. The anchor is used as a drip in forming the hole in normel -weym concrete. After the hole Is Toned, the anchor must be removed and the hole thoroughly leaned. The hole depth le regulated by the MI chuck. ARed Head plug must beset into the bottom ofthe 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 anchor is broken all with a hammer blow. Verification that the andgr has been neta0ad properly Is evidenced by the fad that the anchor does not project s the above t ed bottom f the concrete and the red dug is visible 2.2 ITW Rameet/Rad Head Trubott Wedge Anchor. 2.2.1 Generah The Tmbon Wedge anchor i sa stud bolt type of drop-in anchor. The anchors are ocd-romwd or machined from zinc- plated and chromate -dipped oeiton steel, hot - dipped galvanized carbon steel or stainless steel. Steel used to produce the anchors complies with AISI C -1016 to AISI C-1022 and AISI C-1213 carbon gasl6.Type304 orType316 stainless steels. Hot -dipped galvanizing compiles wIIhASTM 163 Class C requirement*. The expander sleeves ere fabri- cated hem stanlesssteel orcarton steel meeting the require- RLPERTEHG PAGE 23 ICBO Evaluation Service, Inc. 5360 WORKMAN MILL ROAD • WHITTiER, CALIFORNIA 90601 -2299 A subsidiary corporation of the International Conference of Building Officials ER-1372 Reissued Marsh 1, 2000 mares of Type 302 or A1810-1010, respectively. Cold - formed anchor studs are available only for the 1 /4 -nee -. 3 rr4nch -, 1 /2-inch -. firs -Inch -and 3 /4 -Inch dameter (6.4, 9.5, 12,7,15.9 end 19.1 mm) wedge anchors. The anchor stud to threaded at its upperend and has a etralght cylindrical section reduced In dia meter, around which the expander sleeve is formed. A straight - tapered section enlargingto a Cylindrical base acts to increase the diameter of the expender ring as the std is tight- ened in the concrete hold. The expander ring,which % forhed around the stud bet, consists of a eplt -ring element with e 'colned' groove et each end. The expander ring is designed toengagethe wells of the concreteholdasmataperedportion of the stud is forced upward against Its Mterlor. 2.2.2 Installation: Embedment. spacing, edge distance, and concrete requirements are shown In Tholes 3, 4. and 10. Holes must be preddtied I ncnnal -weight or lightweight concrete with carbide -lipped masonry drill bits manufactured within the range ofthe maximum and minimum drill tip dimen- sions of ANSI 821215 -1994. The anchors must be installed M holes the same nominal size as the anchor size. with a greater depth than the length of embedment desired, but no Iess than the minimum embedment. The hole must be leaned out prior to Installation of the anchor. The anchor must be tapped into the holetotheembedmentdepthdesired, Dutno less than the minimum embedment. A standard hexag- onal nut and washer must be used over the material being fastened and the nut tightened until the minimum installation torque, as Indicated In Tables 3 and 10, is reached. 2.3 ITW Ramset/Red Head Muhl -Set 11 Anchor. 2.3.1 General: The Multi -Set anchors are designed to be Installed In a pradriII� Ide equal to 15 andlordlameter. The anchor oonslsts of a shed forted from carbon steel meeting IM minimum requirements of AISI 0-1213 and an expansion plug fanned from carbon steal meeting the minimum require- ments of AISI C -1010. The expansion end is divided into four equal segments by radial slots. The expansion plug Is press- ambled and is cylindrical in Ross section. 2.3.2 Installation: Embedment spacing, edge distance, and concrete requirements are shown In Tables 6.7 and 9. Holes must be preddlled in nonnal-weight or ltghtvwightcon- crete with carbide -tipped masonry drill bts manufactured within Inc range of the maximum and minimum drill tip dimen- sions of ANSI 8212.15 -1994. The anchors must be Installed in predrilled holes, the hole depth and diameter for each an- ther alas beltg listed In Tables 6, 7 and 9. After the hole is SEW, It Is cleared of all cuttings. The anchor Is set by instal- ling the expansion shell and then drMng the done expander col h a setting tool provided with each anchor We. When to bb/eaeSn repws.JIC710Oraead.n$enla,Arc, art k+wdwltly'erlr gbtwS.nSO4nA mambas 0700, •mi ins tew* gran whlcathetgo r blest £vdreeh. reamer nee testurwdae nqwesesodwantmea reretherattrilieles ntspeciflostlyaldrcued nararawndransNxaomoeee- ddonJN aedae sbfed report. Tare marsh ha at mMdepnrderd 1st er. eecndatdd. Nested VA operant The ICS0 6rdeae.n Service. Aa.YCaabef redo• d the enreedtredhreaer4S Nedrr+ nwpaasesaaf /adnNaeawterfFpenlalivepairies ThereknorarrintptyligtO 3earmtlos&aniW/na, era N aayW4sNa. 'pfadabe .rn aap.M,e[aaseytherlrea Tnh rata!denhuth es. fral wfdto,aewlhanabrlkly Page 1 of 7 0YMa1Ca utnIrn proh) MleMlla n M re44.1101m1 r.•daa tai 11MUn pWr Aden ]n •r en nM•M^^ teams aamYY tipMbM 1a••m• YnP+m^^ mamma. 4 T `/ /la / 3•l I /2 415 110 295 650 325 365 3 /1 t its 1 T85 395 770 1.035 520 650 i h 1 l/ns 2 /32 1,t50 575 920 1.555 775 930 slit x1/2 2 1 .510 755 1,605 2.485 1 ,240 1,755 3/4 1 3 1.985 995 ZA95 3,165 1,585 2,575 01/20/2006 16:30 2539392168 Page 2of cone expander 4 driven down into the anchor, the legs of the shell expand. 2.4 Design: Allowable static bads are es set forth in Tables 1, 3, 6, 9 and 10. Allowable bads for enders subjected to combined shear and tension forces are determined by the fotiowing equat ion: (P + (K/Vat/ s 1 whore: P = Applied service tension load. P • Allowable saMte tension load. V = Applied tents shear bad. Vj a Allowable service shear bad. Tie anchors cannot be subjected to vibratory bads. Sources oi such loads Include, forexampte, redprocatln0en- gines, crane loads and moving loads due to vehicles. 2.5 Special inspection: When speda l Inspection is required. compliance with Section 1701.5.2 of the coders necessary. The special irapectormust be on the Jobsaa continuously during anchor installation to vedy anchor type, anchor dimensions, concrete type, con- crete compressive strength. hole dimensions. anchor spar- ings, edge distances, slabthickness, anchorembedmentand tightening torque. 26 Identification: The mncnate anchors ere Identified by their dimensional characteristics, the anther size, and by the length code stamped on the anchor. The eenicaI- shaped expander plugs are colored red. See Figure 1 for additional details Length codes are In Tbbis 8. Packages are Identified with the anchor type and sox, the manufacturer's name and address, and the name of the quality control agency, PFS Corporation. 7.0 EVIDENCE SUBMITTED Data complying wltthe IC80 ES Acceptance Criteria for Ex- pansion Anchors In Concrete and Masonry Elements (AC01). dated January 1999. RLPERTENG PAGE 2 4.0 FINDINGS That the ITW RamsoVRed Need fasteners described in this report comply with the 1997 Unitorm Euliding Coder", subject to the following conditions: 4.1 Anchor alias, dimensions and installation are as sot forth in thls report, 42 Allowable shear and tension loads are as set forth In Section 2.4. 4.3 Calculations Justifying that the applied Toads com- ply with ails reporters submitted to the buldjng of- ficial for approval. 4.4 Special Inspection is provided as set forth In Sec- tion 2.5. 4.6 Anchors are limited to installation In untracked concrete, which k concrete subjected to tensile stresses not exceeding 170 psi (1.2 MPa) as In- duced by externs! bads, 170 and Interior socposuns, 4.6 Anchors are limited to nonfhe- rosisthe construc- tion unless appropriate data Is submitted to deco• costeste anchor performance is maintained In fire- resistive situations. 4.7 Anchors are manufactured at Highway 12, Michi- gan tian( NERd1A251� ItrepectionsbyPVSCorpora- 4.3 Use ot electroplated or mechanical&j plated carbon steal anchors Is limited to dry, Intertor locations. Use of hot-dipped galvanized carbon steel is per- mitted in extorlor exposure ordamp environments. 49 'accept for MN Ramsot/Rod Head Carbon Steel and Stainless Steel Trubolt Wedge anchors embedded In normal weight ammot%, as noted In Table 3, use otarchors In resisting earthquake or wind Mods is 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 anginas, crane toads and moving loads due to vehicles. This report Is subject to re-examination In two years. TABLE 1 RAMSETIRED HEAD SELF -0Itlt1WG ANCHOR ALLCWADLE SHEAR AND TENSION VALUES (pounds)1A4 For mm 1 "eldi w 23.4 mm. 1 Ibf: 4.45 N. 1 pal w 6.19 Wit. i en Values have been tabulated for both A.STM A 307 and A 449 bobs instance Mini the the dailmtadaldmeoe weprcniivenrength at iketlmnMinsq.iMOOn. 2 TMee landau valuer 8 r 0 6 41113 441411 as ches are installed with *cell Wpodm M i net 4011 in Section 25. 5 111* m� i imum camerae dilcbw S is I amen as einbedmum dep& or the embedment depth plc The Pones as anchor dints, whiehcva b greater. 11a anthem am MOMS ea Mows: ER-1372 111 Mtp p 10 6br•61 iea0!'DT or ris forma 49 MN - ••1,406 f. • tam 3 7amrn them Mona Obtane Mow 116w166 thaw 6 fl 6 I I Yawul 0 S 00 _•+ 13 • a M64eean w+ax h•p..n.n *Smut Nw tO4tn k 60 ' 0300 01,001011 1 /4 8 1 1 /6 295 150 350 45 223 350 475 240 350 IMnhl 117 /16 525 265 420 825 410 420 825 410 420 3 2 S65 280 1 325 410 5 825 410 11/16 3 /6 25 it /; 420 210 580 560 230 655 710 355 790 3 /4 1 3 1,200 435 MG I.O 1,485 740 1 ' 0 1,035 1.530 765 1.123 1 /2 35 21/4 1,165 580 1.190 1,275 640 1,190 1,760 880 1,760 4 1,165 580 1,810 2,410 1.205 1,810 2,705 1.355 2.040 _ 1.335 665 2419 1,205 2.705 1355 90 1.645 820 1,780 1,795 ormo I MO 2,430 1,215 2.405 7 1,765 820 3.755 1.880 4.09 2,045 3,130 3 /4 175 3 1,780 890 2.530 2.710 1355 3,430 3,323 1,665 3,995 6 2,745 1.375 5.080 4.425 2.210 5,935 5,065 2,530 5,935 10 2.745 1375 4,470 2335 5,895 2,950 7 /s 250 3 2,380 1,190 3,290 3.685 1,840 4,145 4,355 2.180 4.790 6 1665 1.835 5,220 5.235 2,620 7300 6.090 3,045 7300 8 3405 1435 5.580 2,790 6.090 3,045 1 300 4 3.485 1,745 4,020 3.043 2,520 5,705 3,295 2.6511 6.120 7 3.650 1.823 7.170 5,995 3,000 9,485 8,315 4,160 9 .520 9 4,675 2.340 6,635 3.315 8,315 4,160 1 300 5 4.535 2370 5,820 6.595 3,300 7.365 8.410 4.203 8.445 8 6,835 3413 8,770 10.825 5,410 11,065 11.385 5,695 12.640 10 9.035 4315 11385 5.695 14,075 7.040 01/20/2006 16:30 2539392168 Page 3 of 7 For Eli 1 ham w254 mm. 1 7,111eaf istrpol eion may be used fir Imamatatc sparing and edge distances. RUPERTENG TABLE 2—RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR TV RAMSETIRED HEAD SELF-DRILLING ANCHORI TABLE 3—flW RAM$E1/RED HEAD TRUBOLT WEDGE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES wounds) PAGE 25 ER -1372 Peal: 1 Inch • 254 mm, I pd w 6.89 tP*,1 bf • A w 13551118 N . ni,1 Ibf - 4.45 N. 1 7110 tabulated ahearand angle velum are forename Stela in stonewspegaleconerete havingthedesignalcd olflnmroomnp6Wve strength 91 the time ofinetallation 3 760 bolos em drilled with bits eammlytng with ANSI 9242.15- 1994, The bit thyme equate the sachet diameter. 3 These hMkm values tae applicable only when the anthem we installed with specie/ 1nspcaMe n M GIG In SodMn 2.5. *The minimum aonaclo thickness 6 1 timm the embedment depth. or de emb,dmem depth paw thee time as mhohor diameter, whichever 6 gimlet. ;allowable state loads may he hhaeaaed erne -mbd for wMhainbe or and resistance in aocwdswo with Station 16123.3 of the cede. No rather inermaa 1. enowad. 6 The anchors ire illustrated as follows: 111! OM 011p7wn Mona Obtane t Aac_. 6300100 ION 6 pn�f p hOtm AMOnOn Milsompo 0 1•e M Lad 203110e ObWn Mot. Lad = war= Otiem rah 0119713 watchLad •6J6/er 6awlen 6r.wbw laml 06.3600 Twee Ora) IMnhl ammo (I1nh•N •6.00 to 61wr WM& •0.71 tor t. 1 /4 1 /16 1 113 /1a 1 3 1 3 /0 7 /16 1 2 13/4 5 2' /16 I/2 11/16 21I 39/ 11344 7 39 /16 5 4 77/33 21562 43/11 Pia 3 43 /6 3 /4 1 31/4 5 2 11 511 /16 01/20/2006 16:30 2539392168 Page 3 of 7 For Eli 1 ham w254 mm. 1 7,111eaf istrpol eion may be used fir Imamatatc sparing and edge distances. RUPERTENG TABLE 2—RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR TV RAMSETIRED HEAD SELF-DRILLING ANCHORI TABLE 3—flW RAM$E1/RED HEAD TRUBOLT WEDGE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES wounds) PAGE 25 ER -1372 Peal: 1 Inch • 254 mm, I pd w 6.89 tP*,1 bf • A w 13551118 N . ni,1 Ibf - 4.45 N. 1 7110 tabulated ahearand angle velum are forename Stela in stonewspegaleconerete havingthedesignalcd olflnmroomnp6Wve strength 91 the time ofinetallation 3 760 bolos em drilled with bits eammlytng with ANSI 9242.15- 1994, The bit thyme equate the sachet diameter. 3 These hMkm values tae applicable only when the anthem we installed with specie/ 1nspcaMe n M GIG In SodMn 2.5. *The minimum aonaclo thickness 6 1 timm the embedment depth. or de emb,dmem depth paw thee time as mhohor diameter, whichever 6 gimlet. ;allowable state loads may he hhaeaaed erne -mbd for wMhainbe or and resistance in aocwdswo with Station 16123.3 of the cede. No rather inermaa 1. enowad. 6 The anchors ire illustrated as follows: 111! 0IMILTER 40)) 404.1) DESCRIPTION LIDO. aD"DNM1•a 9�6cwa 11146144. s) R4a•6.eDNr4na 6160 b Wading lj6 a ••j 2 11 S /I6 h Inn. SET � 6VVMx • M6 1 13/ 6 I g14A�1111VW 00N alit. WPYe�D Owns) 3 /16 ix 3 a i y Y46M641r Mason � � 2 I � Oh h 11 4 I 1'16 2 h 3 /4 11x 4 2 3 154. 13 5R4 6 234 3 1 /2 2 4 6 3 3 4 1 2'/4 7 /4 6 9 3 / 1e 31 /6 4'/2 //4 2 /4 5 7 ---- 37 /6 5 271 16 1 /I6 2 93 7 111 /4 4 3 55 /6 4/4 3 /4 10 6 7 3 / 3 9)7;/6 15 5(116 5 7 . 3/4 /4 6 it 6 6 6 3716 3 /4 3 13 /4 12 12 6 6 6 1 4 7 9 71 /4 7 7 3 3 3 15 /4 14 14 7 /4 7 7 1 51/4 a t0 9 7 414 /74 4 3 19 /4 16 15 9 I Z 7 /2 ARCHON DIAINTIRR s rypErgm me (b.Ss) DnCRIPTIl�en LIDO. aD"DNM1•a 9�6cwa 11146144. s) owb ■motto en 16M NM. IO ) 2) arw 021 Wlbai Ow lag • 6.w lew'w (w Flew 2) �w eeYY�qp 6brwaear man a4". N01460 04444) �1y Pre2wra a6eNra 11 ; •e.4• 1/4 7 13 / 14 1'i/76 X11 6 WA 313/46 3 1 24 13/2 23/ 1 34 j(A s 514 2 34 — /2 2 4 3 51/46 2 9 / 4 3 3 /n 31/4 N/A 1v /16 N/A 116 /16 7 4 4 7'66 3 1 6 /76 31/4 4 3 3 /4 2 51/4 4"114 61/46 ' /4 3 / R a 4 5 /l6 5 16 3 /A 2 I/2 13 4 0546 51 ; t4 e 6 6 $1/3 4/16 6 N/A 3 13 /4 12 6 5 1 41/4 7% 7 10 5 7 N/A 3 15 14 7 7 I'/4 5 8 4 11 4 8 N/A 4 19 /4 16 9 8 01/20/2006 16:30 2539392168 Page 4 of 7 RUPERTENG TABLE 4--RECOMMENDED FOR lW RAMSETIRED HEAD TRUSOLT REQUIREMENTS ANCHCRS1 TENSION LOADS Fa S4 1 inch in 25.4 mm. 1 Lihcr mkrpolelim Ilay be wed Tor inlemnadlete "peeing and odgo dtstanoa. 2 3paeing4 .nd tidy da4nca 4ha3 be divided by 0.75 when anchor" arc placed In structural lightweight concrete in accordance wlIb Table 10. TABLE 3— RECOMMENDED SPACING AND line DISTANCE REQUIREMENTS FOR SHEAR LOADS FOR RW RAMSETIRED MEAD TRUBOLT WEDGE ANCHORS' Fa NI: 1 inch w 25.4 mm. N/A w Not w:pliceble. timer iaerpM4don may be .wad for mtennedlstc spacing and edge diatence . 2 Specinge alit edge dtmnce shall be divided by 0.75 when anchor; ma pieced in Mtaotoral lightweight eonaolo in eccordanee with Table 10. PAGE 26 ER•1372 MOLT DnNETwd _ ANCHOR IMEErIR litchi MN. EMBEDMENT 6EIMMT10H Y4• IMM4nee th OOEMn tMew1M teed MANE Mi. a1 enp Cl Lad suer • 1.10 MTew ' •t71 Mahar MseNw eemm n.. waking LAM pc:6W 3 Allowable na. Anthem p ... L4rp Fib AIEOa.a •pW 6M M TMM•n 0. aRMY 1 3/4 ME M OEMs) 1 /a . 3 /a 1 l% 74 /2 /2 I /8 2 / /a 1 5 11 /16 2 / /a 1 /2 `/M 2 3 / Pia 7 3 l2 5 4 /e 2 /2 4 /2 2 83/4 O/ 3 �4 1 3 P/0 2 11 5 VOLT own W rHppMN F es! saNaAS9 o TH 6Mhe•) r. •6MN DS G. MEP. .•UNW Temkin *woe Alan sheer 300 Tara. et Meet t.al M•+•ns M Mpe6a. INNER 6wevaknE C M temxMn 295 aj With erpWN 745 a NA Ewp•S 375 3 )/� 1 420 210 270 590 325 3 /e 1 /2 1 745 175 790 950 473 625 1.560 780 465 1 /2 5 /e 2 825 415 1.145 1 460 730 875 2075 1.035 600 3/1 3/4 2 1 .375 685 1,860 2,160 1,080 1,385 2.755 1,375 910 3/4 1 3 2.070 1,035 2,620 2,370 1.185 1,920 3,065 1.530 1,215 m1D1 LOEOTH OF ANCHOR Ie cAstE Mot 1 6nm 1 2 38451 8<g/2 242 51< 8 <9 2 63<76 9<9V2 3<3 76<89 241 3 *9<1112 234 4 <4 1 /2 102 <114 0 4 <5 114%127 330 5<5 127 <140 366<381 5 /24 140 <152 <106 646 152< 165 <432 642 <7 165 < 178 <457 7c7 178 <191 7 191 <203 am06 1 6nm z0.04.++F7 >3 10.N 8<g/2 203 <216 8 <9 216 <229 9<9V2 229<241 91/ 241 <254 l t < 11 234 <267 12< 305 < 330 13<14 330 <366 14<15 366<381 15 <16 331 <106 164 406 <432 17c1t 432 <457 IR< 19 4574483 01/20/2006 16:30 2539392168 Page 5 of 7 RIPERTENG TABLE E—ITV RAIPSETIRED HEAD NU1TI SET E ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pOundsl PAGE 27 ER4372 For SI: 1 inch - 23A Rat. Ibf- 4.4! N, 1 pia. 6.8916 IThcsbulmgd Meer anti tensile Mince we forenchon Installed Matins concrete having hedwlgmtednhlmatedempessivesoength ntlhc limeefhNnlletr.t. VEER have been n IW but ASTM A 307 and A 449 helLS Ins 1 ed with the device. 3 Tha holes are drilled whit bits complying wilt ANSI 821215.1994. The bit dlemaw eats me anchor disinter. 3 Tbaw Sign velum arc applicable only when the whom ere Initialled with epode' inspection N set firth M Section 2.5. 4 The minimum cowman mbhn*e M 1 Limns the embedment depth, or the embedment depth phis throe thnes the mother diameter. whichever is grata. 3 7ho euchre arc illusbatcd N follows: TABLE 1— RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR 11W RABBET/RED HEAD MULTI-SET II ANCHOR Ford!: 1 Intl - 21.4 mm. t LMMr mcrpostien may he Med for Mtamed ate spacing and edge distances. Speinp end edge distances shall be divided by 0.75 when rebore are placed M sbvc6nal Lightweight concrete In 'mordancy with Table 9. TABLE L- LENGTH IDENTFICATION CODES MRS ORRN NMEINi �hphpNn Mi aaaM t o LteHTTIC9Otn CONCRETE . -a,aow COah®t RU1GOF STEM mi. LI0NiN9dM r„•3,4411 pd i A NT CONCRETE FIU. .o Etta psi amlama TNNbn Toulon Torokn VAN 4 eaa ANCHOR ETER El TO �DENIM WM MEIER mae,a Ef• TMM OM Neltee epa�w l /a Immilon (6,d,) Mal 86Eab) RsPasam 6NM••eN Mow 6Neactlen &Nln /E 25 1 530 'L65 930 475 237 790 1,490 2.045 745 1.022 3 735 367 1.060 710 355 1.000 /2 35 2 /4 900 450 1,760 850 425 1,345 3 1.180 590 1.655 1,120 560 7,655 4 N/A N/A 1,730 1.200 600 1.610 5 4 90 3 1,500 750 2.310 1,180 590 1,375 5 1.490 745 2,320 1,645 822 2,285 '/4 175 3'4 1,790 895 3.150 1.460 730 2,220 5 2.225 1,112 3.980 1.760 880 N/A MRS ORRN NMEINi �hphpNn Mi aaaM t o LIIM IONTCONlaule roan/OM i A NT CONCRETE FIU. .o Etta psi ?mom Mar 1,103 Toulon VAN 4 eaa a ' eNeaeaan 1135 aNpensN 417 482 86w 1.105 ail 1 12 l /a 905 '/2 5 /a 2 1.020 510 1.410 800 400 1.235 5 /a /a 2'/2 1370 2.750 785 1,375 2,610 3.945 1,490 2.045 745 1.022 1,460 2.280 5 /4 1 3 /rs / / 16:30 2539392168 Page 6 of 7 RI.IPERTENG TABLE 0-12W RAM3ET/RED HEAD MULT SET R ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (poundeN' For Si; 1 inch .025.4 wan. 1 Iht -4 4 N,1 Pd = 6.89 kPa. The aW esdalaaand tensile values are far anthem intoned M rmtenlnl lightwd�hdIhtteonnea having the dmdgiacd abbot. canpmS,ive strcnphat01e0meofbuW- laden. Valuta have been tabulated Ta both ATM A 307 and A 449 bob, loathed with the device, 2 17N Isles am drilled with bite complying with ANSI 9212.154994. The bit dlee ma squab to anchor diameter. 'These laukn velum are applicable only when the anchors am installed with special inspcedon sa set forth a Section 2.5. 'lnslalbton &WM are in Pipae 3. Spacing and edge distances are In Mirk 7 as tam8fed by Poona 2, TABLE 10- ITW RAMSETIRED HEAD TRUBOLT WEDGE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounde)' Selfatils 5 (bat size) Tntholt Wedge Asthma WSCwthort Stein (an Se x broth) PAtIS.Sot II RM-Carbon steel (bolt size) FIGURE 1- IDENTIPICATWN SYMBOLS FOR THE VARE)US ANCHORS PAGE 28 ER-372 Per ST: I inch =25.4 mm,1 pd - 6119 kPa, 1 Ibf - 4.45 N. N/A . Not applkebk. 1 The abuktd ahearand tensile values am for odors in/Wiled a awetmal lightweight emehete having the dm-Ignited amhprenive strength et the time or Sgallatio. 2 71he toles am drilled with bits complying with ANSI 0212.15- 1994. 719 bit diameter equals the anchor dameter. 3 T1me tension vales arc applicabk only when the anchors tee hutted with Nicola' inspector' tai eel forth M Section 2.5. 4 1nnalulu detail. one M Plpee 3. Spacing and edge distances we in Tooke 4 and 5 ae modlfd by Pooage 2. 01/20/2006 16:30 2539392168 Page 7 of 7 ER -1372 1.00 0.50 020 E2 El FIGURE 2—LOAD FACTORS FOR TRUBOLT WEDGE ANCHOR SHEAR LOADS AT REDUCED EDGE DISTANCES (Woe also Tab* 5) ■= Oesnr On IOOEOcNT UOIBWaWTCOURETt ONLY RUPERTENG PAGE 29 E BRI20WIEaTNUOSINBWTCONOOEIE tL For BC l Inch • 254 nsn FIGURE 3- 7RUBOLT AND MULT•SET II ANCHORS IN UGHTWWIGHT CONCRETE (I' o 2,000 DV) AND STEEL DECK WITH UGHTWEIGIW CONCRETE FILL (I"„ • 3,000 01/20/2006 16:30 2539392168 RUPERTEN3 PAGE 30 STRUCTURAL NOTES 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. Alt 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 tie 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. j)MS►ON 1- GENERAL REQUIREMENTS 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 Uniform Building Code (IBC) 2003 Edition Washington State Building Code (Washington Administrative Code MAC) Chapter 51 -30) 01/20/2006 16:30 2539392168 RIPERTENG 01415 DESIGN LOADS AND CRITERIA Pallet Rack Loading: 4000 lb/level SEISMIC: Soli Profile Type: D Response Modification Factor (R): 4.0 01455 TESTING AND INSPECTION All special inspection and testing shall comply with IBC 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 PAGE 31 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 tion 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 furnish 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 Offical. 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, 01/20/2006 16:30 2539392168 03153 WEDGE ANCHORS Wedge anchors In concrete shall be one of the following: Hilti Kwik Bolt II Wedge Anchors Simpson Wedge -All Anchors Substitution of another product requires approval of the Engineer. Install anchors per the ICBO Report and the manufacturer's instructions. Special inspection is required during installation WHERE NOTED 014 THE DETAILS. Do not cut or damage existing reinforcing to install anchors. 05120 STRUCTURAL STEEL Structural steel materials, fabrication and erection shall conform to IBC Section 2203 and the AISC 1989 Specification for Structural Steel Buildings_ Material specifications, unless Structural shapes: Bars and plates: Pipe: Structural tubing/MS: Bolts: Nuts: Flat/beveled washers: Filler metal: DMSION 3 - CONC RUPERTENG DIVISION 5 - METALS noted otherwise: ASTM A38 ASTM A 36 ASTM A 53, Grade 8, Standard Weight ASTM A 500, Grade B ASTM A 307, Grade A ASTM A 583 ASTM F 436 E70XX PAGE 32 ICBO Report ER -4627 ER -3831 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 3118" unless noted otherwise. Field welds shall have special inspection per IBC section 1704.3.1. January 24, 2006 Jeny Harrison Harrison Equipment Company, Inc. 8230 S 192 St Kent, WA 98032 RE: Letter of Incomplete Application # 1 Development Permit Application D06 -020 Paragon —18270 Segale Park Dr B Dear Mr. Harrison: This letter is to inform you that your application received at the City of Tukwila Permit Center on January 23, 2006 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department(s) need to be addressed: Fire Department: Alan Metzler, at 206 575 -4404, if you have any questions concerning the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made In person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Pemtit Center at (206) 433 -7165. Sincerely, Enclosures File: Permit D06 -020 P:Uennifer\Incomplete Letters \2006\D06 -020 Incomplete Ltr #1.DOC 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 Determination of Completeness Memo Date: January 24, 2006 Project Name: Paragon Permit 11: 005-020 Plan Review: Alan Metier 1 A description and types of commodities to be stored on the racks must be provided. 2 Complete the fire protectionlhazardous materials section of permit application. A copy of the application has been included in this letter to facilitate a response to this item. PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: 006 -020 DATE: 01 -27 -06 PROJECT NAME: PARAGON SITE ADDRESS: 18270 SEGALE PARK DR B Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: e/(11 l/ Building Division Public Works Complete Comments: Fi Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 Approved with Conditions No further Review Required DATE: DATE: Planning Division ❑ Permit Coordinator ❑ DUE DATE: 01-31-06 Not Applicable ❑ DUE DATE: 02-28-06 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Building Division Public Works Complete ❑ Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2.28-02 " PERMIT COORD COPle PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -020 PROJECT NAME: PARAGON SITE ADDRESS: 18270 SEGALE PARK DR B X Original Plan Submittal Response to Correction Letter # DATE: 01 -23 -06 Response to Incomplete Letter # Revision # After Permit Issued AM 5l Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator DUE DATE: 01-24 -06 Permit Center Use Only INCOMPLETE LETTER MAILED: n',,2} -t.(/ LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire% Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: C Not Applicable ❑ C DUE DATE: 02 -21 -06 Approved ❑ Approved with Conditions Not Approved (attach comments) E Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: City of Tukwila \applications\lorms- applications on line\revision submittal Created: 8-13-2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.cttukwila.wa.us Received at the City of Tukwila Permit Center by Entered in Permits Plus on 01 12i- t7(Q Steven M. Mullet, Mayor Steve Lancaster, Director 1 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: b 1 C(/ Plan Check/Permit Number: D06-020 O Response to Incomplete Letter # 1 ❑ Response to Correction Letter # dlrv ma ❑ Revision # after Permit is Issued JAN 2 7 2006 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER Project Name: PARAGON Project Address: 18270 SEGALE PARK DR B Contact Person: .104-1 Gam$ Phone Number: (ZJ"3} F? 72 - O too Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision License Information License HARRIECIOIPN Licensee Name HARRISON EQUIPMENT CO INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600335469 Ind. Ins. Account Id Business Type CORPORATION Address 1 8230 S 192ND ST Address 2 City KENT County KING State WA Zip 98032 Phone 4252515700 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 10/15/1990 Expiration Date 5/7/2006 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date MUNKO, TAMMY K 01/01/1980 MURPHY, MARY JANE 01/01/1980 HARRISON, SARA 1 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 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. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date COLONIAL AM CAS & https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= HARRIEC101PN 02/15/2006 x x x x x x