Loading...
HomeMy WebLinkAboutPermit D03-179 - S & P MEATS - WALLSS&PMEATS 1024 ANDOVER PARK BAST D03 -179 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049083 Address: 1024 ANDOVER PK E TUKW Suite No: Tenant: Name: S & P MEATS Address: 1024 ANDOVER PK E, TUKWILA, WA Owner: Name: VANAMEN LINDA -SR ACCT FIN Address: ASSOCIATED GROCERS INC, PO BOX 3763 Contact Person: Name: TODD HARTMANN Address: SIMMONS CONSTRUCTION, P.O. BOX 27089 Contractor: Name: JOSEPH S SIMMONS CONST INC Address: PO BOX 27089, SEATTLE, WA Contractor License No: JOSEPSS153JD Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Sanitary Side Sewer: N Sewer Main Extension: N Private: N Storm Drainage: N Street Use: N Profit: N Water Main Extension: N Private: N N Water Meter: doc: Devperm DEVELOPMENT PERMIT Permit Number: D03 -179 Issue Date: 08/18/2003 Permit Expires On: 02/14/2004 DESCRIPTION OF WORK: CONSTRUCT INTERIOR NON LOAD BEARING WALLS TO CREATE MEAT PRODUCTION FACILITY D03 -179 Phone: Phone: 206 362 -7227 Phone: 206 281 -7227 Expiration Date:04 /04/2005 Value of Construction: $ $90,000.00 Fees Collected: $1,528.69 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 0012 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Public: N Non - Profit: N Public: N Printed: 08 -18 -2003 Signature. Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 d - /vice) r) Permit Center Authorized Signature: �!!« n cs-er L\ � Si ►-nwr d D03 -179 Date: �e 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 presu e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perform of work. I am authorized to sign and obtain this development p mit. Date: 8 /8 a aqs 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. Printed: 08 -18 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049083 Address: 1024 ANDOVER PK E TUKW Suite No: Tenant: S & P MEATS PERMIT CONDITIONS Permit Number: D03-179 Status: ISSUED Applied Date: 06/05/2003 Issue Date: 08/18/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. doc: Conditions D03 -179 Printed: 08 -18 -2003 a':1d4ati.' : c;Ji %.i tL City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 303.1.3.). 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: z re 2 JU 0 4 N0 � J = H w w 2 21: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or w wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with H d w the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more z than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less i.- 0 than 4 inches. w w 22: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be v o identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard o H 10 -1) w w U 23: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 24: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that v rn indicates the month and year that the inspection was performed and shall identify the company or person performing the o service. (NFPA 10, 43, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not complete, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 20: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B :C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) 25: No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 26: Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1003.3.1.5) 27: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 28: 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. (UFC 1207.3) 29: When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) 30: All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) doc: Conditions D03 -179 Printed: 08 -18 -2003 s y,• :6..m... 'f'DCjix'Fm 31: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 32: The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of it's failure, illumination shall be automatically provided from an emergency system for Group I, Divisions 1.1. and 1.2 occupancies and for all other occupancies where the means of egress system serves an occupant load of 100 or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) 33: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 34: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) 35: 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 recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 36: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 37: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 38: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 40: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 41: APPLICANT SHALL OBTAIN A SEPARATE CONSTRUCTION C PERMIT FROM PUBLIC WORKS FOR INSTALLATION OF REQUIRED BACKFLOWS. REFER TO BOND #929303474 ON FILE WITH PERMIT COORDINATOR; BACKFLOWS SHALL BE INSTALLED BY NOV 20, 2003. ON EXISTING DOMESTIC WATER SERVICE 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: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Date: g D03 -179 r.tn.t, t Printed: 08 -18 -2003 KI' {:'?t�.iw + T':!m..w.�. ..yrrW ww.k'ti ; -y0' r �4� CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 A.Tj Site Address: Tenant Name: King Co Assessor's Tax No.: Z‘::32:504 . C PS — 0 0 102A Arvlooe..- frieort--s Property Owners Name: c. Mailing Address: Name: Mailing Address: Address: Z7c89 City Slate Zip E-Mail Address: ±t.)ckt e nn Fax Number: - 342. -01 I C ompany Name: Mailing Address: Company Name: Mailing Address: Contact Person: E-Mail Address: Company Name: Mailing Address: Contact Person: E-Mail Address: 4pplications■permit application (I-200)) 1/2003 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** Iber'syrcl an 2 City State Zip Contact Person: "--- cfC1 /44.1•tevIc. YNY Day Telephone: (20C) 3C;2 .— 7 22_7 E-Mail Address: 47-, @ , sexe-s 1 N-11 , Gninel Fax Number: Car—Ye_..) 2 o I $ E Contractor Registration Number: ,NO..SepSS 15 ‘.. Expiration Date: '1 /q 2o0 **An original or notarized copy of current Washington State Contractor License must be presented at he time of permit issuance** !ARCHITECT:0F. ftEcopp 411platis Inuit lie iVet startipedliy of Record: a c,i4.e_Li3e-iy ctE316Z • City State Zip Day Telephone: (Z 4 33-€99 7 81 .S-ec row, Fax Number: (20) Z4C:::. , AL- E NGINE ER OF Itco All plans mist 13e•wet stamped bY Engineer of Record... . . Page 1 Suite Number: Floor: New Tenant: • .... Yes ci ..No 1<rj (50 2.1 9 3 - 7 City ay Telephone: 32 \A/A- 9B126 State Stale 14 ,7214. 1 4WrAtiVIVitalita 4(1 Zip Zip City Day Telephone: Fax Number: ><TR>< ?[7. nRKC:pF� ti�rTNFr �IUamttr►trt — :�n� dx W r.. r+, t:.�; s t; ?('•, :?4,, S y • Scope of Work (please detailed information): Street Use: ❑ .. Street Use Land Altering and /or Hauling: ❑ .. Land Altering: ❑...Cut Storm Drainage: ❑ .. Storm Drainage ❑...Flood Control Zone Mailing Addl \ application (1 -2003) 1n003 Water... ❑ Water Meter Refund/Billing: Name: Mailing Address: Call before you Dig: 1 -800- 424 -5555 'Please refer. to Public Works Bulletin #l: for, fees: and estimate sheet. ❑...Channelization /Striping ❑...Curb cut/Access/Sidewalk cubic yards ❑...Fill Sewer Information: ❑ .. City of Tukwila Sewer District 0.. Val Vue Sewer District ❑...City of Renton Sewer District ❑ ..City of Seattle Sewer District ❑ .. Sanitary Side Sewer ❑.. Sewer Main Extensi9 ❑ ..Private ❑.. Public Water Information: ❑ .. City of Tukwila Water District ❑ .. Water Dish t #I25 ❑... Highline Water District 0... City of Renton Water District ❑ .. Water Main Extension ❑.. Private ❑...Public ❑ .. Water Meter/Exempt: Size(s): ❑ .. Deduct 0... Water Only ❑ .. Water Meter Permanent #: Size(s): ❑ .. Water Meter Temporary #: Size(s): ❑ .. Est. Quantity: gallons ❑ .. Fire Loop/Hydrant (main to vau t #: Size(s): ❑ .. Landscaping Irrigation ❑ .. Miscellaneous: Monthly Service Billi ' to: Name: Day Telephone: City Sewer ... ❑ Sewage Treatment ❑ Page 3 State Fire Line .... ❑ is yards ❑ .. Hauling Zip Day Telephone: City State Zip ...:.a:.i .�.........,�i.S [ •: ar,. ...::.un». w.,....;t •.., .: <,tr tl. <1,.,.j >:� *t �. t. 1, o ?)A,j; s +;;� d17` ?,G.AsoL '.Sri; J,r, I�TILDING'PERMIT;I '[ = 20 =4 11 '*6 :'r... �' ''r� `t: .: �' ,•t, :k,,. 1��- .;it.N.`fi�;;�jtiy� �, .''.�. 7a I'�i't. i�.i,; . ' f'• .. ... , ._ �.SL j.. •. � .., p, r� . , z ... : t .. ?.•: .. ;t' d.LF7".,. ...ggA a ..'1�;:!.. Valuation of Project (contractor's bid price): $ 901009 Scope of Work (please provide detailed information): 001^S Will there be new rack storage? ❑... Yes 1.. No If "yes ", see Handout No. Provide All Building Areas in Square Footage Below :1 ":Floor 2 " Q Floor 3'O Floor Floors.., thru Basement Accessory.: Structure' • Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck:. 'Uncovered Deck Existing ft) 311 Interior • Remodel Addition to Existing Structure N— Type of Construction perIJBC Type of , Occupancy per UBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 2 Compact: Handicap: Will there be a change in use? ❑...Yes ❑ .. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑...Automatic Fire Alarm ❑...None 0.. Other (specify) Will th're be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No If"yes", attach list of materials and storage locations on a separate 8 -1/2 x 1 I paper indicating quantities a Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water ❑ .. City of Tukwila Water District 0.. Water District #125 Sewer ❑ .. City of Tukwila Sewer District ❑.. Val Vue Sewer District ❑...City of Renton Sewer District ❑ .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King 1s . submitted at the time of permit appOat n) • t . , .. , • Upplica ions'permit application (1.2003) I/2003 Page 2 0... Highline Water District ❑...City of Renton Water District Exiting Building Valuation: $ 1Y� 0Y— VNe, — 1 c� GA 1 -0. 1 to for requirements. ❑...City of Seattle Sewer District County Health Department must be rre : ••,A 4 „ ,, ,` , • Unit Type: :.... YP ty : Unit T e• � �� YP • Qty Unit Type: YP � ;� Qty Boiler/Compressor: ` . oiler Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind Contact Person: E -Mail Address: Contractor Registration Number:. Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Indicate type of mechanical work being installed and the quantity below: , a BUILDING OWNER OR A : >0,0 • GENT: "/* Signature: rJ°; %#! Print Name: �c Mailing Address: 5irnwtbc15 ec'>A54, Date Application Accepted: 4 g-S-03 %application'\permit application (1-2003) 1/2003 cr- I rn ovi►!) -- Po. t 27 City Date Application Expires: Z - S • 03 Page 4 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Day Telephone: Fax Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas ....❑ Other: PERMIT APPLICATION NOTES Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date: Day Telephone: (2C4 362 - Z Z - 1 State Zip Staff Initials: '�i TRANSACTION LIST: ACCOUNT ITEM LIST: Description City of Tukwila Z RECEIPT W Parcel No.: 2623049083 Permit Number: D03-179 6 0 Address: 1024 ANDOVER PK E TUKW Status: APPROVED N o Suite No: Applied Date: 06/05/2003 w W Applicant: S & P MEATS Issue Date: � u. WO g 1 5 Receipt No.: R03 -01007 Payment Amount: 928.25 Initials: SKS Payment Date: 08/18/2003 10:22 AM H w User ID: 1165 Balance: $0.00 Z I I— O Z I— W W ca Payee: JOSEPH SIMMONS CONSTRUCTION INC o o O— o 1- W • U Type Method Description Amount L I ~O Payment Check 23700 928.25 U - _ O I doc: Receipt 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts 923.75 4.50 Total: 928.25 08.'19 9716 TOTAL 970 :,2F Printed: 08 -18 -2003 Z ACCOUNT ITEM LIST: Description doc: Receipt PLAN CHECK - NONRES City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049083 Permit Number: D03 -179 Address: 1024 ANDOVER PK E TUKW Status: PENDING Suite No: Applied Date: 06/05/2003 Applicant: S & P MEATS Issue Date: Receipt No.: R03 -00701 Payment Amount: 600.44 Initials: SKS Payment Date: 06/05/2003 10:52 AM User ID: 1165 Balance: $928.25 Payee: JOSEPH S. SIMMONS CONSTRUCTION INC RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 23469 600.44 Account Code Current Pmts 000/345.830 600.44 Total: 600.44 9330 06/06 971.0 TOTAL 600.44 Printed: 06 -05 -2003 Project A AiG494/ Type of Inspection 1-0-1/ Ad s � Date Called: Special Instr ions: Date Want e a.m. .-7_03_ pm Requester• 4 7a,c,' Phone No: 2.72 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 qi4 pzoved per applicable codes. EJ Corrections required prior to approval. COMMENTS: e;i '*;4a Date: j 7 D $47. EINSPECTIcI1 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: : t, N,:<., �_.,.:.' w= ri.:` a• yli9e<;' 1:. 'Sli' �'i }��;;��P.a::.:;:e+Ci6.i.�. .yi:��.: ". r`� i'6 �' %: k:' 1 .:� >': %::�'. ^ � "�:- �•:t'.. '-�vf COMMENTS: D \ 64., tri..2i - 1 4 .) , oc- 1 e l--- 40 , 7 ' a, 4 c€.4.40, Address: ( S, L� /, e / / Date Called: / -p.,. [� 3 Jr /9 // H 7 r=",./641 4:e-el r � �v. /ir i 4 - % /� hr..e 44 Y,?- J� ' ; - ? r ' ' a.m. To r -P J "10 lam ,?, A ( w L ,✓J 4- r //2 h/ 4 / / i c �irr ,),./ / < C�!�a, ' ,.. 2 - Z2..2 V on Project,:-4, 2� f .- _ / Type of Inspection: Address: ( S, L� /, e / / Date Called: / -p.,. [� 3 Special Instructions: ..:7..e'sL Date Wanted: a.m. Requester:, Phone No: a = 06" ' ,.. 2 - Z2..2 7 0 $47.00 REINSPEC1'ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD EOM Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 EI Approved per applicable codes. Inspector: Did Corrections required prior to approval. Date: 7 COMMENTS: f : 0, /3t / Type of Inspection: 5 � . c . • 0 (12--- 7;9 l:a1.6e4 ..- ri; 4,-, e r _,G'7 . 2 p'c' /2f, 17-1 r`hr' , (--,,Z-7 ,4' 64.a. it e. .. p, ( 7S 40 44(.1.d) 6e,--i-td 1 , e-e, kie-ek . /./2--7 sy 5 ke-, /-7.) 4e Special InstYuctions: :41w/44s O fl ea.49 L6` L -"'' Zj , Shi -I ��z�j7'7 ..-- l'1b L�' . .44) a L ! N f-r'^ S, e c .k l V---) . / f,f-. , Tbe <.� 4.2.. i a c7ds 1`L �o 4C /� /- 7e / t `-f / '� rt I Project: / C_ E P me cjy Type of Inspection: 5 � . c . • Address: CC) ) 1 Ve4 6 . E Date Called: . / Special InstYuctions: :41w/44s O fl ea.49 L6` L -"'' Date Wanted: /xe a.m. � Requester: 1 & u d hone No Jo C�J INSPECTION NO. INSPECTION RECORD Retain a copy with permit - 'CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes!'" > Corrections required prior to approval. (206)431 -3670 Inspector: Date: /4 �. ) 0 $47.00 REINSPECTIO'N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 1 5 6. P e�"5 Type of In pection: Ca -n, i i Address: 1 v), 1 -f - 74/t zi ei Pic E Date Called: • %07c).3 Special Instructions: Date Wanted: i //do' a.m. (" Requester: .� Ph ne No : _ FnIT • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 z 7`1 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Al/40 6k 1 e \ '�' Pr Inspector - r Date: 9 _ 1 _ O $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: LAr.e� inc jj �r 01-1 S � I.) Q " C A p \ YC4 ( e v►n t cc; h r iz( e \ irk F p 0 ut) (A 0 1 ')U"-P /�o,�i l..t/ /e , r r)C)1Pr A-) kl, - W rAA \ r. 16'U S+ c• G Y to P r ,{� - P %/N 5, u,,- ttla l i- ( 0 P c in di- Date Wanted: r' �- - - 03 vC^ ii 1 -Q S 4 VVI o 0- Pvyt-- 3) SLS aP xly-e InG A; r Pho No: '-'t" rov\ 4 `e v\--A tr —1 A t1° C. 1A CA 1 _ \A6( v e con c (Ai v . b 0 \-t s ti w. s l .e^ ((ei Pro3 : F :7,4R-s. Typil / n_ pection: Address: / , /�o,�i l..t/ /e Date �+ " Cal ed: 7 / "".' 0,3 Special Instructions: /I�� * &-- ,{� &, Date Wanted: r' �- - - 03 a.m. p• Reques / Pho No: Zt• INSPECTION NO. CITY OF BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved perapplicable codes. INSPECTION RECORD Retain a copy with permit PER 206)431 -3670 Corrections required prior to approval. • — Inspector O f Date: o 0_ 0,..1> $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: S/ — /15 j Project: c — e yo ,,... Type of I pection: Addre5s:_ /0192 5/ Of'1,01. 4 eC Date Called. 7 --e-: e P Special instructions Ie46:6A- ,..................... 02.-,1,- Date Wante_d: F- 7-e ,' H11. Request Phone No: . le- 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 *proved per applicable codes. El Corrections required prior to approval. COMMENTS: A 0 cr\. lont4 cto r9- L,scLL. INSPECTION RECORD Retain a copy with permit (206)431-3670 ector: Date: • .... C1 to 9 KO 47.00 REINSPECTION F REQUIRED. Pri))r to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ' . Prtct:1 c PIK _ A ) COV S Type of Inspection: (.:... * -0 r dr , ... or 11r0" Addreqs: 1 ba 1 ,Lno-r) ek_. Date Called. E. i3 ilio 3 Special Instructions. • , Date . WantecCi ..... Reueste ...- qr 1 --- ) kl t 6/1 Phone No' ( JOU) -2 5 h I '', 5 4 . • , . . • . • , • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT N 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206 -3670 VI proved per applicable codes. 0 Corrections required prior to approval. Ap $47.00 REINSPECTIOIfrEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcen er Blvd., Suite 100. Call to schedule reinspection. Receipt No.: • I :; • Date: • j '6' ,, •.- ‘:....: ,- •,,,... ,..,,,.: COMMENTS: • V I A e ‘ 4 c i44 t o," S 0 I^ J N:Ler I ^ " " + r A N T 1(1 ■ n 9' +(V 6 t GY 1 S `hPi f SU mac CPi'Ih(. 0AA rf . .c I y'e rt Ar it Ir ■ Ai SrU \ I ri Crc '7)IAse- ✓`a iti ---We 5 4 r- ,1 A -€.--1 (1 n i �(?D & l joc,PL,S I v\r q ret, 1 s rP ' 40 I/\ Ir spr i rah (3, oi/� 1Al 1 ? cc L. U tr � �t Lt a.G`fer 2 7 a. m. p Requester: Phone No: Projec Type of Inspection: Address: W)-)-. . AIL r, Date Called: c l - )-(- c)3 Special Instructions: Date Wanted: 9` `0 2 7 a. m. p Requester: Phone No: 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 003 1 T 0. (206)431 -3670 orrections required prior to approval. Inspector: c ( Q gai^ Date: r, 11' }^ U-7) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 14S) Project: ' Type of Inpection: Address: 0 ArLibU-Cf fic Date Called: , 6 , q/ Sp Instructions: Date Wanted: P.m. Requester-i,„ ) )GU Ofd Phone No - _... (044 35/ — / 86 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 INSPECTION NO. Approved per applicable codes. Inspectorc INSPECTION RECORD Retain a copy with permit Date: (206)431-3670 El Corrections required prior to approval. COMMENTS: r ct 'frac j {f fet f (fA \ter s-A ,;:) (A rk r4A 'COO ne■ )\-O $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Cr: A1,2):A" • COMMENTS: T of Inspection: F , i/Z r■VOZ -1 y'DovvA :. Date Called: , 03 Special Instructions: Date Wanted: / 03 Reques L V 1 al ' 'K)0 .- \-1 , '. e QION.;\ C\e. PV\Ci ev-Pe ( S SACt vic1 G Oprn , JA\ �� hvP &) E e�ray. c>iov \o \ 44., , r. \fd r. So,m -e I /f Pro'ectc ,, //�' 4 1 T of Inspection: F , i/Z Address: 1 L I }41416ilet (6( , :. Date Called: , 03 Special Instructions: Date Wanted: / 03 Reques L V 1 al P one Non. 3.S ( -135 .. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • INSPECTION RECORD Retain a copy with permit 06,3 1/47c PE I / l A (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspecto a . - R , o fv Date: 9 , I _ Q $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ..'RAb�rt.�hLi. fiill Yt i�h`:nlil.:'..fnu L::ih:+i: .'I'w',n,i :.:�K::.lii Project: p J,/� Type of Inspection: •. Address: - ( 2 ' f 4 / ' Date Cal Td 7 a3 a� Special - 7' . .- L �-42 y �,� 7 f a e ,l.nt .. Date Wanted: e 03 (a.m. : ,,,,, a Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERM (206)4 -3670 COMMENTS: l..i. 7 /' �.� b 4-i7 (ere-€' ( / .5 ../f-re Corrections required prior to approval. 71 ?› / ra $4y. REINSPE ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • COMMENTS: ;;17 1tA / /7te. ." t,e / Al c it ' (23/ /i1.//r�.'1- -- S A /Ws °x Address: 1 ELI la •- Z PK ` /7 .K -,... , r-..7 -, -4 1-.1 4 C.,, P-7-- &i Fey 41 4 „x-40 z,,./4.r.e.. - ....,./-v .% L f..# / ,- /- /2 (r / /U(t » d ,/ . (5 j ari)✓h . / ice' / c, , 4.J-el, I _ ,) / ��c/! r , , / /4,7 4 AO / .J�r'S,l� 1��-- . C• ' w / 1 !^-J ! /J I. c,4-- k4 f ,Lo �-, b' ter,• j ,4.�.s,, ,i. /r ./ / h j _s a r3 - e -'. 504, r s^ i'(... c / 1 I lf./. �i { �T.$. 4/ ,e-t, i , , -/ -! / 3,--e /�tG ,-4, it A/4 ..,, .011, J /Y1-+ ,o.„ " A Y o Project: - e ry\ e A - r - Ty e of Inspection: WWI s TOP L . Address: 1 ELI la •- Z PK � Date Called: - r S 0 3 -.-, Special Instructions: ..� e,',3o x . 00 Date Wanted: ( a.m. 5 c — 0 3 3 - P.m. Requester: D° Phone No: f� 4421:f � UG" `5- 2_''2)6( INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION / 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 V S,Qpproved per applicable codes. Y Corrections required prior to approval. pa3 =r v Date U $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • 1 4c.). ; : 5rF"r:771.1 1! 2n �, 777,A!yT.'•'°':TV' I F ,:5'Vc�1NS+..w. r c 4 �...... ti � t w :: Tr. '- • tY..' Vo Project Name city of Tukwila Fire Department Thomas P Keefe, Fire Chief 5 ,'1'1 rr Address W � r� t� 4,r.k'"' k. Retain current.'.inspection schedule_ Needs shift inspection V.,\c»J Approved without correction notice Approved with correction notice issued Sprink -.,ers : S Fire A Hood & Duct: Halon: Monitor: QAl,rr� Mov,t5w� C�r-< Pre -Fire: Permits: Authorized ` - PINALAPP.FRM Signature TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Rev. 2/19/98 - az Steven M. Mullet, Mayor Permit No. 1 )O3 03 5 - �7�� Suite # 91 3(4 Date T.F.D. Form F.P. 85 Zoo 404 A 1 ao v, i,.;177 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 .a,,,,i...... ;ThISmot ce;' .ii I re, o,'Icielpl ' ,wile a-requ ents'orthil'ordelik iia,s eialvl • - 4 q iiiiraP '.Aq. y.MS4, .' n• li% Vii:;''''''' 'reir'!): f g o , '.' , i:V<A91.11 , ,.N3**t.e:.e..r.i.:.0 . 14.=.5,,r. - t 41.'4. vt qi ' 01r AF A0 1 ,1' •.. ... e b ' 0 4 106: 0t i cifo ' tpp , ttp#,,4 1 ",,,)Vsio■v$4:04' . ..salj#::400'.6/ , '.,04,0 'uirigriotattollAkiill 0: 0,iii. ii iiiiFtili s• It' at 'or i ,# pc9000,iky,retedifir . 44 eit: ). ' •, , %.*A.' . .k . ' • '' 1 ,,t.J:. • IA `..- " 1 ViAllAti t ' tl • -0 Y IF— H Z W O 0 U) 0 w W LL U) w 0 " ZJ u_ < w Z F._ H O ZH W w • 0 C.) 0 • I— w ILl I - I - - 0 • (f) P o 1— z 100..air February 20, 2004 Joseph S. Simmons Construction PO Box 27089 Seattle, WA 98165 RE: Release of Performance Bond Bond No. 929303474 Dear Mr. Simmons: This letter hereby authorizes the release of the bond referenced above in the amount of $59,594.00 for the design and construction of backflow devices for S & P Meats located at 1024 Andover Park East. I have enclosed a copy of the bond for your reference. If you should have any questions, please contact our office at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl 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 ADDRESS: , CITY/STATE/ZIP EG Q111 > a >tie liC d` itr >:b / ; > e to r A tittivr zecf NAME OF DEVELOPMENT: S + P M DEVELOPMENT ADDRESS: CASH ASSIGNMENT SHALL BE REFUNDED BY MAILING TO: (please print) DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLANS/DOCUMENTS WHERE ITEMS ARE DESCRIBED): 42 ,w lelf- Q- ,OX /9 17ti Kr/is-rJ1% ( SIGNED: i cj AMOUNT: rj� ���f 4_92-' DEVELOPER'S REPRESENTATIVE: O CASH . j CASH EQUIVALENT 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS to' a comp L CHECKED BY: 01,6 MAINIAN. /O24/ 4f'& NAME: ' o5.e . 5:i rimer \i s /Iy City of Tukwila DEVELOPER'S PR.,JECT WARRANTY REQUEST FORM As the o n���auuthorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ 2 ($150% of value to complete work described above) and attach supporting documerftation for value of work. I will have this work carried out and call for a final inspection by this date: ( // / LO / 20 or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to onto the property to carry out completion of the above deficiencies. I further agree to complete all work • • •ve prior to requesting inspection and release of these funds. SIGNED, „_1 \ /A 9SI 0 (a_ G /— 5/ A- c% cIc TITLE:` 2 ssiok - f1�7 s " /C /,1 DATE: 12.03 PERMIT NO.: 03 -/ 79 Cov - TEL. NO. ( 2 , E � � 3c Z 1 " r`l g%.yr - S , S, C, THIS FUND IS AUTHORIZED TO BE ACCEPTED. DEPARTMENT HEAD: DEPOSITED THIS DATE: CITY RECEIPT NO. g0 k 0 + Q29 30 3 4711 RECEIVED BY: r comple byr ( CASH EQUIVALENT- LETTER AUTHORIZING RELEASE CASH CITY CHECK NO. Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD All work identified in Section 1 of this form has now been completed and retumed to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. DATE: I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. AUTHORIZED BY: DEPARTMENT: ?CO v..«:•.:.w:::.• v.:•::v:::,::•..:: •:: >. <.. x.X.VV •:awx•acoa:wr • :•:<.v.V.. }n;w:w:;•;,y:5•••V.v.. .a ;iwx. ? »x• AMOUNT: 1' „ Dry RELEASED THIS DATE: '7..o RELEASED BY: Upon completion of entire form, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD , FINANCE DEPT. 09/13/93 ....'.., r,'+.;.. lz..: i" t' Cn�, Y. i�{ ryi� '�k'�t +, )'ri.':P.N ".�•rjY�4. August 6, 2003 Mr. Bob Benedicto - Building Official City of Tukwila 6300 Southcenter Boulevard Tukwila, WA. 98188 -2544 Re: S 1 PMeats Permit # D03 -179 Public Works - Bonding Dear Bob, In order for our T.I. permit to be released we are posting a bond for the Public Works requirements as set forth in Correction Letter #1 dated July 25th, 2003. Attached please find our Bond (150 % of estimate), an engineers estimate of the design cost and our construction estimate that was presented to the owner. Simmons Construction estimates a completion date of November 10th based on the following estimated schedule: Please call if you have any questions. I can be reached at (206)363 -7227 or cell if (206)992 -2100, e-mail toddh @joesimmons.com Design drawings 2 weeks Permit Process 8 weeks Construction 3 weeks Todd Hartmann Project Manager 13 weeks 1 I JOSEPH S. SIMMONS C ONSTRUCTION NC. Doi - 1*7? JOSEPH S. SIMMONS CONSTRUCTION INC. PO BOX 27089 SEATTLE, WA 98165 (206)362 -7227 FAX (206)362 -0118 JOSEPSS 153 JD PERFORMANCE BOND Bond 929303474 KNOW ALL BY THESE PRESENTS, That we, Joseph S. Simmons Construction, Inc. (hereinafter called the Principal), as Principal, and Western Surety Company , a corporation duly organized under the laws of the State of South Dakot bound unto City of Tukwila Signed and sealed this (hereinafter called the Surety), as Surety, are held and firmly in the sum of Fifty Nine Thousand Five Hundred Ninety Four and 00/100 ($ 59,594.00 ) Dollars, for the payment of which sum well and truly to be made, we, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 8th day of August , 2003 . , (hereinafter called the Obligee), WHEREAS, said Principal has entered into a written Contract with said Obligee, dated for S &P Meats Project, Design & Construct Backflow Prevention Devices, Permit No. D03 - 179 in accordance with the terms and conditions of said Contract, which is hereby referred to and made a part hereof as if fully set forth herein: NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the above bounden Principal shall well and truly keep, do and perform each and every, all and singular, the matters and things in said contract set forth and specified to be by said Principal kept, done and performed, at the times and in the manner in said contract specified, or shall pay over, make good and reimburse to the above named Obligee, all loss and damage which said Obligee may sustain by reason of failure or default on the part of said Principal so to do, then this obligation shall be null and void; otherwise shall remain in full force and effect. NO SUIT, ACTION OR PROCEEDING by the Obligee to recover on this bond shall be sustained unless the same be commenced within two (2) years following the date on which Principal ceased work on said Contract. Joseph S. Simmons Construction, Inc. ij al By )71 S Western Surety Company .Lill A Wallace Attorney -in -Fact S-0757/GEEF 10/99 c0fit.4a' u ah 4, Know MI Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls. and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint Tim Church, Carl Newman, Peter Hammett, Susan B Larson, Pamela Nelson, Deanna M Meyer, Karen P Dever, Alexandra A Koleno, Jill A Wallace, Stuart A 0 Farrell, Scott D Mc Elroy, Individually of Bellevue, WA, its true and lawful Attorney(s) -in -Fact with full power and authority hereby conferred to sign, seal and execute t and on its behalf bonds, undertakings and other obligatory instruments of similar nature and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by the shareholders of the corporation. In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to be hereto affixed on this 13th day of March, 2003. State of South Dakota County of Minnchaha My commission expires November 30, 2006 Fono F4280.01 -02 V1 2stern Surety Comany POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT } ss r r r r - In Unlimited Amounts - D. KRELL NOTARY PUBLIC SOUTH DAKOTA r z &C M'. RI r r r r r CERTIFICATE WESTERN SURETY COMPANY Paul . Brutlat, Senior Vice President On this 13th day of March, 2003, before me personally came Paul T. Bruflat, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is the Senior Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. D. Krell, No ary Public . 1, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force, and further certify that the By -Law of the corporation printed on the reverse hereof is still in force. In testimony whereof 1 have hereunto subscribed my name and affixed the seal of the said corporation this 8 th day of . August , 2003 WESTERN SURETY COMPANY C 2 417'1 L. Nelson, Assistant Secretary • In accordance with the Terrorism Risk Insurance Act of 2002, we are providing this disclosure notice for bonds and certain insurance policies on which one or more of the Writing Companies identified below is the surety or insurer. To principals on bonds and insureds on certain insurance policies written by any one or more of the following companies (collectively the "Writing Companies ") as surety or insurer: Western Surety Company, Universal Surety of America, Surety Bonding Company of America, Continental Casualty Company, National Fire Insurance Company of Hartford, American Casualty Company of Reading, PA, The Firemen's Insurance Company of Newark, NJ, and The Continental Insurance Company. DISCLOSURE OF PREMIUM NOTICE The premium attributable to coverage for terrorist acts certified under the Act was Zero Dollars ($0.00). DISCLOSURE OF FEDERAL PARTICIPATION IN PAYMENT OF TERRORISM LOSSES The United States will pay ninety percent (90 %) of covered terrorism losses exceeding the applicable surety /insurer deductible. Form F7310 MICRO COM SYSTEMS LTD. ATTENTION n The next image may be a duplicate of the previous image. Please disregard previous image. n Please disregard previous 2 images. Other: Please disregard previous 3 images. Authorizing By -Law ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the shareholders of the Company. Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, and Assistant Secretary. Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President. any Vice President, Secretary. any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies. or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies. undertakings. Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. NOTICE In accordance with the Terrorism Risk Insurance Act of 2002, we are providing this disclosure notice for bonds and certain insurance policies on which one or more of the Writing Companies identified below is the surety or insurer. To principals on bonds and insureds on certain insurance policies written by any one or more of the following companies (collectively the "Writing Companies ") as surety or insurer: Western Surety Company, Universal Surety of America, Surety Bonding Company of America, Continental Casualty Company, National Fire Insurance Company of Hartford, American Casualty Company of Reading, PA, The Firemen's Insurance Company of Newark, NJ, and The Continental Insurance Company. DISCLOSURE OF PREMIUM The premium attributable to coverage for terrorist acts certified under the Act was Zero Dollars ($0.00). DISCLOSURE OF FEDERAL PARTICIPATION IN PAYMENT OF TERRORISM LOSSES The United States will pay ninety percent (90 %) of covered terrorism losses exceeding the applicable surety /insurer deductible. Form F7310 SUMMARY OF ESTIMATES TOTALS 1. GENERAL ITEMS ci Ci--1 Z 2. EROSION PREVENTION /SEDIMENT CONTROL (TESC) 3. ROAD AND PARKING IMPROVEMENTS 4. DRAINAGE SYSTEM 5. WATER SYSTEM '3 CDC 0B 6. SEWER SYSTEM --- GRAND TOTAL .39, -7 Z`9 150% Bond Quantity = (1.5)(GRAND TOTAL) 59 5 9 4 The quantities above were calculated by: S,,�,,., Co,,, -- Printed Name: • / j-f -471,-, n,i Signature: - , PE License Number: A/A Firm Name and Address: �� ;tpin 3, f.Sit-r„ �, i ,,J ' R '73,,,, z7ce 1 3E. -G,7 tAl(- , C /8/1,• Date: E_ / /n Telephone Number: (2c-;.6.) 3- ; z_ 7 2 z -7 Fax Number: ( 4 36',-, a - c--)// e E -mail : cat.) G Jc,c_ ;,rig;- ,1c C'�; -►-„ CITY OF TUKWILA Public Works Department 206 - 433 -0179 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY Approved-Nov. 2002 1 August 6, 2003 Ms. Katherine Kratzer Layman Lumber Co. P,O. Box 235 Naches, WA. 98937 Re: S + P Foods Dear Katherine, On Tuesday July 29th I received the final correction letter from the City of Tukwila (Copies Attached). The only outstanding items are those addressed by the Public Work Department. The building permit is being held up until these corrections are addressed. It is my understanding that S + P Meats wants to move in over the weekend of September 9th. Item #1 - The buildings fire sprinkler system is currently protected by a single detector check valve, the City wants this changed to a double detector check valve. This requires the removal of the existing vault and check valve and the replacement of both. I have received (2) quotations for the work from utility contractors (see attached). Below is an estimated cost of the work which will be firmed up as the details unfold. Estimated Cost Denny Construction Related Work - Engineering and Plans - Landscape Repair - Curb and Asphalt Patching - Fire Watch - General Conditions Subtotal O,H &P Budget Amount (plus state sales tax) Exclusions: Permits, Bond 22,563. 1,540. 750. 1,800. 1,344. 1,400. 29,397. 4,409. $ 33,806. I I OSEPH S. SIMMONS C ONSTRUCTION N. JOSEPH S. SIMMONS CONSTRUCTION INC. PO BOX 27089 SEATTLE, WA 98165 (206)362 -7227 FAX (206)362 -0118 JOSEPSS 153 JD 1 Item #3 - RPPA - Domestic Line Estimated Cost Denny Construction Related Work - Concrete Pad - Electrical Todd Hartmann Project Manager Subtotal O,H & P 3,600. 750. 800. 5,150. 773. Budget Amount $ 5,923. (plus state sales tax) In order to get S + P Meats in ASAP it would appear that posting of the Bond would be the most expeditious route. We would prefer that the bond was posted by the owner however Joseph S. Simmons Construction could provide the compliance bond. The price would be in the $ 1,800 to $ 2,400 dollar range. 1 would have to get a quote from our bonding company. Please call me to discuss this matter and tell me how you would like us to proceed. 1 August 5, 2003 Todd Hartmann Joseph S. Simmons Construction Co. Subject: S B Meats DDVC Dear Todd: JEENY CONSTRUCTION CO. INC. 2545 RAINIER AVE. S. SEATTLE, WA 98144 206 722 -0633 FAX: 722.8854 We appreciate the opportunity to give you a quote for a new DDCV on the fire system for this project. Our proposal is based on your fax dated 7/16/03 and the following: Inclusions - 1. Native soil backfill (excavated material from the pipe trench) to be used as backfill for the trench and to be mechanically compacted. We will make a reasonable effort to meet the required compaction density. In the event that we must remove native soil from the trench and import new material, the associated costs will be considered extra. 2. Remove existing detector check assembly and vault. Dispose of off site 3. Install one new 6" double detector check assembly, 6" PIV and 4" FDC. Vault to be Utility Vault #4484. All work to be in the landscape area. 4. Based on one mobilization. 5. Retention to be released within thirty days of substantial completion of our work. 6. Exterior fire main installation requires a Level 1, 2, 3 or U license. We are a Level U license holder. 7. Displaced dirt to be hauled off site. 8. Based on normal work hours (no restrictions). City review of traffic plan may require inclusion of ` flagging /traffic officer /off hour work not included in this price. Exclusions - 1. Not responsible for conflict of elevations and locations with existing utilities, or time loss /damage due to mismarked or existing unmarked utilities. (Utility companies are responsible for marking their utilities in the public right of way.) • 2. Field engineering (layout and staking) - -hubs and offsets for the elevation and location of structures and pipe. 3. Asphalt/concrete restoration. 4. Access to ditch side. General contractor to provide sufficient room at all times for trench spoils, excavator and delivery/dump trucks. 5. Vault drain. • 6. Fire watch if required during shut down of the fire line to the building. Assume 4 days duration. 7. Landscape, electrical and irrigation installation, removal or restoration. We will not be responsible for damaged tree roots or surrounding shrubs. 8. Bonds, permits, soil testing, fees or meters. 9. Dewatering required in excess of a standard 2" pump located in the ditch. 10. Erosion control or handling /generating or monitoring of hazardous /contaminated material in any form. Our price for the above referenced project, documents and qualifications is $22,563 plus state sales tax, if required. This quote is good for 15 days. We look forward to working with you on this project. Sincerely, DEENY CONSTRUCTION COMPANY, INC. Russell Sybertz Estimator C:\Data 2003 \Word -03\S B Meats DDVC2.DOC Jul 30 03 02:39p Mark Siegenthaler Mark C. Siegenthaler, PE, PLS ,' Civil Engineer and Land Surveyor 5616 44th Avenue Southwest Seattle, Washington 98136 (206) 935 -8323 Tel (206) 935 -8357 Fax Date: 723 -o - To: '-Gf Fax 3e Z S Cc: From: Mark Siegenthaler Number of Pages including cover sheet 2 -- Comments: FAX TRANSMISSION Subject: .41- ./. d .5'. . 6'42,57 17; (20 6)935 -8357 Ca-4 , L a �, P te � C:^ -- ��0 - ( 1 7 1,,: p. 1 1 ,. , Jul 30 03 02:39p Mark Siegenthaler ESTIMATE OF SERVICES CIVIL DESIGN SUBMITTAL FOR DDVC REPLACEMENT TUKWILA, WASHINGTON 30 -Jul -03 Task # Description (206)935 - 8357 Hours Rate Price p.2 Z 1 Obtain scanned site plan from David Kehle Architects 1 80 80 1 I' 2 Research as -built water main at City, site visit 3 80 240 W 3 Draft existing water main 4 80 320 QQ 4 Design and drafting of replacement vault, site plan 2 80 160 0 5 Design and drafting of detail sheet 2 80 160 0 0 6 Reproduction, submittal 2 80 160 co = 7 Meetings, agency coordination 2 80 160 H 8 Drawing revisions, if needed 2 80 160 co u. 9 Expenses (mileage, reproduction) 100 w 0 2 Total 18 1540 g 1 LL co = 0 I— W Z Z 1— I— O Z I— •UJ Liu :O • -` • W 0' W Z U N F-1- O Z aga SHUTLER NUM • - CONSULTING EV M ENGINEERS, INC. August 29, 2003 Mr. Todd Hartmann Joseph S. Simmons Construction, Inc. P.O. Box 27089 Seattle, WA 98165 Re: S &P Meats 1024 Andover Park East Tukwila, Washington Dear Todd, C: /rlh/doc /S &PMeats 12503 Bel -Red Road, Suite 100, Bellevue, WA 98005* (425) 450 -4075 * FAX (425) 450 -4076 CITY OF TUKWWA APPROVED S E P -- 2003 L R #RE CT ION ♦. RVI$1ON NO FILE COPY understand that the Flan Check approvals ar subject to errors and omissions and approval plans doe., not euthc, ize the violation of any adop ed code or ordinance. Receipt of con- S nF T SEP 012003 PERMIT CENTER Pursuant to your request, I met with you at the above referenced site to review the recent roof framing improvements and to determine a new design for the remaining roof ledgers employing 3 /4" expansion bolts. The following observations were made during my site visit: 1) The existing 4x ledger along the North Walls employs 3 /4" expansion bolts at 48" o.c on the east end and 3 /4" lag screws at 48" o.c. on the west end. 2) The existing 4x ledger along the East Wall employs 3 /4" expansion bolts at 48" o.c. 3) The existing 4x6 ledger along the West Wall of the Freezer and Storage Room currently employs 3 /4" lag screws at 48" o.c. 4) The 4x ledger along the South Wall of the existing Electrical Room and Retail Area employs lag screws at 48" o.c. 5) The 4x ledger along the South Wall of the Cold Storage Room employs lag screws at 96" o.c. 6) The 4x ledger along the East and West Wall of the Loading Dock Room employs 3 /4" expansion bolts at 48" o.c. 7) The 4x6 ledger along the West Wall of the Existing Retail Area employs lag screws @ 48" o.c. 8) The 4x ledger along the North Wall of the Existing Conference Room employs 3 /4" lag screws at 24" o.c. 9) The 4x ledger along the South Wall of the Loading Dock Room employs 3 /4" expansion bolts at 48" o.c. The following expansion bolt additions are to be made to obtain adequate vertical support, see SKS -1 thru SKS -5 for additional information: 1) The 4x ledger along the entire North Wall shall be updated to reflect the 4 -bolt design, as shown in SKS -1, at each purlin. 2) The 4x ledger along the East Wall with 3 /4" expansion bolts at 48" o.c is sufficient for this design and need not be changed. 3) The 4x6 ledger along the West Wall shall be updated to reflect 3 /4" expansion bolts at 48" o.c. 4) The 4x ledger along the South Wall of the Electrical Room and Retail Area shall be updated to reflect the 4 -bolt design, as shown in SKS -1, at each purlin. 5) The 4x ledger along the South Wall of the Cold Storage Room shall be updated to reflect the 4 -bolt design, as shown in SKS -1, at each purlin. 6) The 4x ledger along the East and West Walls of the Loading Dock Room with 3 /4" expansion bolts at 48" o.c. is sufficient for this design and need not be changed 7) The 4x6 ledger along the West Wall of the Existing Retail Area shall be updated to 3 /4" expansion bolts at 48" o.c. as shown in SKS -2. One additional 3 /4" expansion bolt may be placed on the lower 4x6 ledger on either side of the double 2x4 seat to adequately support the sprinkler main. t�.fib:;tir!C•& <:. ° t7 L� i:4'k)'ro7 GfL3?i�h.. • The 4x ledger along the North Wall of the Existing Conference Room shall be updated to reflect 3 /4" expansion bolts at 24" o.c. as shown in SKS -3. 9) The 4x ledger along the South Wall of the Loading Dock Room shall be updated to reflect the 2 -bolt design, as shown in SKS -4, at each purlin. During my review we also discussed the recent repair of the roof diaphragm along the North Wall. I noted that 8d sinker nails were used instead of the recommended 10d common nails. After further investigation, I have determined that the 8d sinker nails will be sufficient for the design. Please review this information and contact us if you have any questions or require additional information Sincerely, Ryan L. Hester, E.I. / , C / c/ 4- e, Joseph J. Shutter, P.E. RLH /JJS:rlh C: /rlh/doc /S &PMeats /11•1 ANII SHUTLER ■ CONSULTING ENGINEERS Inc. 12503 Bel —Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: (425)450 -4076 JOB S&P MEATS 1204 Andover Park East Tukwila, WA SHEET NO SKS -1 OF DATE 8 -20 -03 SCALE NOTED Job No. 03 -01.22 CALCULATED BY JS EXISTING 2x TOP PLATE EXISTING P.C. PANEL WITH EXPOSED AGGREGATE FINISH o }0' I EXPIRES 9 -12 -2004 I NOTES: 1) REMOVE EXISTING DAMAGED 4x14 LEDGER. 2) JACK —UP EXISTING PURLINS TO ORIGINAL ELEVATION. VERIFY ADEQUATE DRAINAGE TO DOWNSPOUTS. 3) INSTALL NEW 4x14 LEDGER PER THIS DETAIL. 4) INSTALL EXISTING PURLIN HANGERS USIN N20A AILS. 5) REPLACE EXIST MATCH EXISTING PLYWOOD THICKNESS. 4x14 LEDGER w/ 3 /4 "0 EXP. BOLTS @ PURLIN AS SHOWN & 3 "0 EXP. BOLT MIDWAY BETWEEN PULINS (EMBED 5" MIN.) RENAIL PLYWOOD TO LEDGER w/2 ROWS 8d COMMON (.148 "0x2 1 /4" MIN. LENGTH) @ 4 "o.c. 8d COMMON @ 4 "o.c. EXISTING PLYWOOD EXISTING STIFFENER @ 24 "o.c. EXISTING 4x14 PURLIN /� 8_21 -03 REVISED PLYWOOD 1 THICKNESS AEI M SHUTLER CONSULTING MI MIMI ENGINEERS Inc. 12503 Bel —Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: (425)450 -4076 EXISTING 2x TOP PLATE EXISTING P.C. PANEL WITH EXPOSED AGGREGATE FINISH EXPIREg 9 - 12 - 2004 1 [VARIES] EXISTING 4x LEDGER w/3/4 "0 EXP. BOLT ® 48 "o.c. (EMBED 5" MINIMUM) JOB S&P MEATS 1204 Andover Park East Tukwila, WA SHEET NO SKS -2 OF CALCULATED 8Y JS DATE 8 -29 -03 SCALE 3 /4 " =1' -0" Job No. 03 -01.22 EXISTING PLYWOOD EXISTING PURLIN EXISTING STIFFENER © 24 "o.c. A•11 SHUTLER Ma ■ CONSULTING M _ ENGINEERS Inc. 12503 Bel —Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: (425)450 -4078 EXPIRES 12 -2004 EXISTING PLYWOOD LOW ROOF ABOVE OFFICE SPACE 2x10 JOISTS ® 24 "o.c. EXISTING 4x10 LEDGER w/ 3 "0 EXP. BOLT ® 24 "o.c. (EMBED 5" MINIMUM) JOB S&P MEATS 1204 Andover Park East Tukwila, WA SHEET NO SKS-3 OF CALCULATED BY JS DATE 8 -29 -03 SCALE 3/4" =1' -0" Job No. 03 -01.22 EXISTING 2x TOP PLATE HIGH ROOF ABOVE COLD STORAGE AREA ADD 4— W0 EXP. BOLTS AT EACH PURLIN Sc 1— 5 /8"O EXP. BOLT BETWEEN PURLINS PER SKS -1 (E) 4x PURLIN — 0 "o.c. /MI AIM SHUTLER IN CONSULTING Mr W ENGINEERS Inc. 12503 Bel —Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: (425)450 -4076 EXISTING 2x TOP PLATE EXISTING P.C. PANEL WITH EXPOSED AGGREGATE FINISH r 1' EXPIRES 9 -12 -2004 [VARI EXISTING 4x LEDGER ADD 2— 4/4 "0 EXP. BOLTS AT EACH PURLIN Joe S&P MEATS 1204 Andover SHEET NO SKS -4 CALCULATED BY JS SCALE 3/4"=i'-0" EXISTING PLYWOOD EXISTING 2x ® 24 "o.c. EXISTING 4x t� 8 0 "o.c. 6 Park East Tukwila, WA OF DATE 8 -29 -03 STIFFENERS PURLIN 6" Job No. 03 -01.22 AIM A SHUTLER Mr= CONSULTING ENGINEERS Inc. 12503 Bel —Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: (425)450 -4076 ADD EXPANSION BOLTS PER SKS -2 Joe S&P MEATS 1204 Andover SHEET NO SKS -5 CALCULATED BY RH ADD EXP. BOLTS PER SKS -1 NORTH SIDE, ADD EXP. BOLTS PER SKS -3 SOUTH SIDE SCALE Park East Tukwila, WA OF DATE 8 -29 -03 NO SCALE Job No. 03 -01.22 ' Sent By: SHUTLER CONSULTING ENGINEERS; 425 450 4076; SHUTLER CONSULTING ENGINEERS, INC. TRANSMITTAL We are sending the following via TO: Mr. Todd Hartmann Joseph S. Simmons Construction, Inc. P.C. Box 27089 Seattle, Washington 98165 Copies 1 Remarks: Todd: Copy to: Voice (206) 362 -7227 Fax (206) 362 -0118 We are sending you the following: ❑ Shop Drawings ❑ Copy of letter ® Other SKS ❑ Prints ❑ Revision Sheet ❑ - Originals (] Contract ❑ Proposal ily, Dale 9 -2-03 Ryan Hester Structural Update Letter 12503 13c1-Red Rued, Suite 100, Bellevue, WA 98005 * (425) 450.4075" FAX (425) 450 -4076 ® FAX ❑ MAIL 1:1 OTHER PROJECT :: S &P Meats Tukwila, Washington TAESEARE TRANSMITTED as checked below; ❑ For approval Ei For your use Other ® As requested ❑ Returned for corrections ❑ Reviewed as noted ❑ Resubmit Please find the enlosed information regarding the S &P Meats structural revisions. Please call me with any questions or concerns. RECEIV SEP `L0133 AFTh1ZNy' Sep -5 -03 9:23AM; Page 1/2 do Date: 9/5/03 By: Ryan L. Hester, E.I. Z i~ 6 JU 00 co o J = �w w u . 2 FW Z = F— 0 Z F— LU ui 0 O — O I— II) W H � IL - O .. W O - ~ Z Sent By: SHUTLER CONSULTING ENGINEERS; 425 450 4076; September 5, 2003 Mr. Todd Hartmann Joseph S. Simmons Construction P.O. Box 27089 Seattle, Washington 98165 Re: S & P Meats 1024 Andover Park East Tukwila, Washington Dear Todd: Respectfully, Ryan L. Hester,13.I. • Joseph J. Shutter, P,>r, C: /rlh/doc/S&PMeata SHUTLER CONSULTING ENGINEERS, INC. RECE VED SEP — c' 2003 BUiLDG DEPARTMENT Sep -5 -03 9:24AM; Page 2/2 12503 Bd -Red Road, Sufte 100, Benavpe, WA 98005+ (425) 450 -4075 • FAX (425)450-4076 Pursuant to your request, this letter is to address your concerns that we discussed during our phone conversation this afternoon. My response to each concern is as follows: 1) On SKS -1 my design specified a 4-bolt connection at csch purlin seat on the 4x ledger. After our discussion, I understand that one purlin is framed within 3 inches of the end of the ledger preventing my original design from being employed. After further review, have determined that placing the two bolts in -line vertically within 2 inches of the purlin seat will be sufficient for this design. All other purlin seats along this wall shall reflect the 4 -bolt pattern and stagger specified in SKS- 1. 2) I understand that a connection reflects a reversal of the stagger specified in SKS -1. After further review, I have determined that the reversed stagger will be satisfactory for this design. 3) On SKS-4 my design specified a 2 -bolt connection at each purlin seat on the 4x ledger above the loading dock doors. After our discussion, I understand that a staggering conflict has occurred with the existing expansion bolts. One %" expansion bolt may be located on each side and a distance not greater than 6 inches from the purlin. In areas where sheathing is affixed to the underside of the stiffeners, the bolt may be placed below • the ceiling line to simplify the installation. All other connections along this wall shall reflect tho pattern specified in SKS-4, Please review this information and contact us if you have any questions or require additional information. PIFir9 09/ i2/01 J Z Z rt W QQ � JU 00 J= 1 tnu. W O LL a = W _ . Z I— Z 1— W W U � O — O I— WW 1— � u- O .. Z U N — _ O Z Sent By: SHUTLER CONSULTING ENGINEERS; SHUTLER ;r lia CONSULTING ENGINEERS, INC. Sefiernber 11, 2003 li c.Todd Hartmann 3egb S. Simmons Construction PD -Box 27089 Sande, Washington 98165 1 S &P Meats 14 Andover Park East Trkwila, Washington Dar Todd: Pursuant to your request, this letter is to address your concerns regarding the connection of the low 4x ledger along the North Wi11 of the existing retail area, Since the 4x ledger is supporting less than t ft of tributary roof load in this area, the existing wall connection will be adequate for design, Please review this information and contact us if you have any questions or require additional information. Ropectfully, L. Hester, S.I. f r te ,,,.. -� 'r �,,,• keeplr'J. Shutter, P.E. rifRLH:JJS C: /rlh/doc/S&PMeats 425 450 4076; Sep -11 -03 8:34AM; 12503 Bel-Red Road, Salle 100, Seltevae, WA 48005• (425) 450-4073 PAX (425) 430.4076 EXPIRES 04, : :: RECEIVED SEP 1 1 2003 DEBUILDING T Page 2/2 Sent 8y: SHUTLER CONSULTING ENGINEERS; [LNSMITT4L Date: 9/11/03 Wean sending the following via ® FAX ❑ MAIL 0 OTHER Irk Mr. Todd Hartmann Joseph S. Simmons Construction, Inc. P.O. Box 27089 Seattle, Washington 98165 Voice (206) 362 -7227 Fax (206) 362 -0118 We are sending you the following: [] Shop Drawings ® Copy of letter Other SKS Copies Date MESE ARE TRANSMITTED as checked below: ❑ For approval ' Egi For your use ❑ Other Remarks: Todd; Copy to: Ryan IJestcr Z 9 11 Structural U da Letter Respectfully, SHUTLER CONSULTING ENGINEERS, INC. 425 450 4076; Sep -11 -03 8:34AM; 12503 Bel -tied Roil, Suite 100, Bellevue, WA 98005 • (425) 450.4075 • FAX (425) 450-4076 PROJECT: S&P Meats Tukwila, Washington ❑ Prints ❑ Revision Sheet Description ❑, Originals 0 Contras t o Proposal ® As requested 0 Returned for corrections ❑ Reviewed as noted ❑ Resubmit Please find the enlosed information regarding the S &P Meats structural revisions. Please call me with any questions or concerns. By: Ryan L. Hester, E.I. Page 1/2 z � c w JU 00 to 0 tu H � i W 0 u. tn Z = H Z W U O Y2 D F- W W H1 u- Z W U= O I— Z 90/10 3Jtid September 9, 2003 Ivh. Jams Dunaway City of Tukwila 6.300 Southcenter _Boulevard Tukwila, WA. 98188-3670 (6) pages via fax (206)431 -3665 Re: S + P Meats (Permit # D03-179) Dear James. 1 ain writtiizg to lend some clarifications on the S + P Meats project. Seating of Penetrations at Ceiling System Attached please find a copy of the clearig protocal for the S + P Meats project in Tukwila. On the last page is the sta a :e. t "The r in room with tJ� � _e p_ocess___g -oonh floor is sprayed ,�.�tx. u 12% bleach solution and is the only surface in the plant that is washed with a pressure washer". 1 hope that this vial cl ar up some cotusion with the ceiling system and should eliminate the requirement for gasketing or caulking of the penetrations through the tile. Exit Your review of exit signagc and pathway lighting will be most helpful and we look forward to your input. With regards to additional exiting from the production area this was origi;:soly discussed with Alan t,alsina at David Kehle Architects who calculated that it was not required due to the occupant load. Alan can be reached at (206) 433 - 8997 if you have any questions. Please feel free to call me if you have any questions or 1 would be happy to meet you at the site, r in y e My office number is (206)362 -7227 and my number is one s.�e, ©_ �__ your office. c�, hi, o__i�,� ntu;:.,- _s .� i Y cellular n (206)992 -2100. Todd Hartmann Project Manager 1SNOD SNOWWIS Hd3S0t' RECEIVED SEP .9 2003 COMMUNITY DEVELOPMENT JOSEPH S. SIMMONS CONSTRUCTION INC. PO BOX 27089 SEATTLE, WA 98165 (206)362 -7227 FAX (206)362 -0118 JOSEPSS 153 JD JOSEPH S. SIMMONS C ONSTRUCTION I NC. 8IT0Z9E903 9T :0T E00Z /L0 /G0 09/07/2003 10:15 2063620118 JOSEPH SIMMONS CONST ali=t OSSOId © Jydaa eceaid 0 eswld 0 MIA. 1 god 0 canon Buwpnpui 9 esaB.4 NOSIIM HON 'mall JO S33IAIGS 1N3UUdO13/00 Acter77 ..••. ••• nwhw.7ATO /CA"' ue WRe14 PPol 'sdisq 131101 ado* ri1saP sAlga uo Pa!iaq WS M inq'ZEPIWJ •ems PIP 'ane1 X1.1. • ;u e6+n 0 ;33 swelN ciSSIgoogaid 6ulueatO =mi 5007./8/6 =Pm LZZL /90Z CId 9I.1O- Z9E/9OZ ;*ed , 6171131P XVd 9eerEaaI9O - aO1dJO ZLZ690196 NOlONIHSVM'3111V3S 001.3JJflS'MS AVM 300 R113Q ow. noom era 01%7 'VVa OT !An Alnw Rn /Rnian • • VUI116/:34 mum Uv:1! NIL► tuo boa vooa SEP 04 2003 1E:54 PS 90 /O0 39Vd HP LASERJET 3200 1SN00 SNOWWIS Hd3SOf . /•• I• U.S.D.A. (PLANT #546A) SANITATION STANDARD OPERATING PROCEDURES (SSOP) 1 (I.) - The SSOP Co-coordinator will be responsible for overall sanitation on a daily basis , ofPlant #54t4A. All necessary precautions will be taken to prevent direct product contamination and/or adutterat inn, .A11 SSOP reports will be signed by that individual as . z well as any modifications to this plants SSOP procedures. i z re w (a) - In the event that the designated SSOP Person is unavailable, the designated . alternate (s) will perform all. SSOP tasks as required. o (0 ° (2.) - The SSOP Person shall institute, record and maintain a "Production Day" sanitation w report and a "Corrective Actions Log" to identify and document Major deficiencies, preventive measures and specific procedures to be taken or required to maintain PSIS co p compliance. 2 Ili (See Attachment "A ") — LL = (a.) - A "Quarterly "Reevaluation fog" shall be instituted, recorded and maintained by = CJ the SSOP Person; for the purpose of documenting changes, repetitive deficiencies and 1- _ detecting trends within the SSOP program_ (See Attachment "B ") z �' HO zF- (3) - STEP BY STEP PRE-OPERATIONAL PROCEDURES. This task is to be done al w prior to production. Allow at least 30 minutes for these procedures: v o \ (a.) - Daily Sanitation Report / Log, located in office at posted location. ° I— N) - All eiluipment, facilities and areas listed on pages 1 an& Z of tba Daily Saitation = v Report will be inspected prior to produ for cleanliness and safe operational F- E- condition. (See Attachment A)1' Ali knives used for production Will be dipped in a O sanitizing bath for 2 minutes prior to use. SSOP Person will prepare solution per U g2 manufactures directions. Ten (10) lugs, as a representative lot, will be inspected for h- z cleanliness and condition. Any cracked or broken lugs will be disposed of. co (c.) - Approval J Disapproval of "Area' and "stern" use will be so indicated by an "S" or Z V" in the "Pre - Operation" column of the Daily SanitationReport> (d.) - "U" (Unsatisfactory) items or areas will be tagged "REJECTED" by SSOP Person at this time; see "Attachment - A" (e.) - Any "U " (Unsatisfactory) condition will be entered and detailed on page 3 of "Attachment A" • (11) - SSOP Person will date and sign the Dairy Report as indicated: (4) - Regular scheduled Safety Meetings will be held on the I st. Friday of each month. Meetings will be conducted by the Safety Co- ordinator and attended by the SSOP Person, HACCP Person, Production Manager and the Plant Supervisor. Minutes and Logs vein be the responsibility of the Safety Co- ordinator. New employee safety and sanitation orientation will be given to all new hires and a refresher orientation given to all 8ITOZ9£90Z 5T :0T S00Z /L0 /60 • 09 /08/U3 auN uu:II rax 4110 WOJ 400V uGVCia.y.■.aaa.. 6/4.4.0 WA ear SEP 04 2003 16;54 HP LASERJET 3200 employees annually. The importance of safety and sanitation will be stressed to include wok habits and personnel hygiene. (Information maintained in separate log) (a.) - The SSOP Person will observe ed1 employees prior to starting work and during working hours for any hygienic infractions. All' hand washing stations an restrooms will be checked daily for adequate liquid soap, paper towels, TP and hot water. The SSOP Person will be responsible for all sanitation supplies. SSOP Procedures continues.... (h) - Daily housekeeping, unnecessary traffic patterns, unauthorized personnel and visitors to the production areas; properly attired, (Le.), White frock, hair net and beard guard as required will be the responsibility of the SSOP Person. (c,) - The SSOP Person will also monitor the plant premises during all hours of operation for the purpose of maintaining a safe and healthy workplace as required by FSIS. (5.) - Employees working with pork or chicken will be required to change their outer garments; (i. e.), apron and gloves, before working with beef products. Whitt and disposable gloves are to be replaced when torn or soiled, (6.) - Pre -Operational Sanitation check will be performed daily by the SSOP Co- ordinator or alternate before the start of any production. Anything found =acceptable will be "zagged" at this time. (See .ekttarhment "C"). All equipment is to remain dis= assembled during pre - operation inspection. Any iternthat is "tagged" and needed for the days production will be washed, rinsed and sanitized using the "Spot cleaning process ". The SSOP Co- ordinator will check and sign -off any tagged item before it can be used. Any its found to be "Unacceptable" will be noted in the "Daily Sanitation Report / Corrective Actions Log ". (a.) - Process for Spot Cleaning: items found to require additional cleaning;(such as pre- operational or operational inspections indicate), will be cleaned with bzush,.scouring pad, towel or scraper in a bath of pr cess soap, then properly rinsed, sanitized and reinspected for operational use. ' (7) - Operational Sanitation check wiul be performncd daily by the,SSOP Co- ordinator or alternate after Lunch Period; (See Attachment "A "). All necessary precautions will be taken to prevent direct product contamination 11nd/or adulteration. Any product coming into contact with any possible contamination such as; the floor or any unclean surface, win have the outside surface trin ned offend discarded into inedible containers. Any "gzound" product corning into contact with any unclean surface will be discarded into inedible, containers immediately., 2. 1SNOO SNOWNIS Hd3SOr p . 3 8tt0Z9E90Z 9t :0t E00Z/L0/60 1 • • • SEP 04 2003 16:54 HP LRSERJET 3200 90/90 3Jdd 0908/03 RON O :15 FAA zue U64 400v SSOP Procedures, continued. (a.) - All "unusable" or "adulterated" product will be discarded into properly marked ".INEDIBLE" containers. All trash to be confined to "TRASH" containers. All recyclable materials to be confined to "RECYCLE" containers. Z ; 1- z (b.) - If any piece of equipment breaks down, all'produet will be removed from it. Upon a I completion of repairs, the equipment will be cleated and sanitized using the "Spot. , 6 D Cleaning Process ". SSOP Person will examine the equipment before allowing it to retain v p to use. !twat., found "Unacceptable" will be "tagged" and noted in the Daily Sanitation co 0 co Lii Report/Conective Actions Log Pmeves to be repented until item is "Acceptable ". in H (S.) . The SSOP Person will check the temperatures of all coolers, freezers and the u) O processing area, twice daily prior to production and at mid -shift after the Iunch period. M 2- . •Results will be recorded in the "Daily Sanitation. Report/Corrective Actions Log ". (See a l�lttaoCl mcnt "A ") (1) (9.) - SSOP Pre - Operations are to be completed prior to the start of daily production z F confirming; that the plant is in compliance with FSIS regulations to operate. The SSOP H. O Co-ordinator and Production Manager will review the Pre-Operational report and confirm z I ' • that all is in ogler to begin production. The Production Manager will then allow start of M D production. v ca O— "Alv DMENT TO STEP «9.) 0 i- ll! . friths event the ambient production mom temperature is +50 degrees F. or above at the N U start of production or rises,tn +50 degrees F. during production, the temperature will be u. o monitored hourly. If the temperature does not drop below +50 degrees F. after three w z hours, a mid -shift clean -up will be done consisting of spraying an approved son/fixer on 0 all food contact areas and allowing to dry per manufacturers specification. 5 N- z (t0.) - PR_ oc! sS POR DA ILY C LEAN.i7P After production is finished for the day; all trash cans, recycle items and istedible • containers are removed from production area and coolers to their respective disposal locations. All processing equipment is taken apart rind prepared.for cleaning. All lugs, trays, cutting boards and tables, carts arid. hand tools *prepared for cleaning. All unused boxes and packaging materials from the days productitm are stored away'from the production clean -up areas. All soiled gloves and frocks are taken to the laundry area out of the production room At this point in the process the contracted clean - up service takes over the clean -up . procedure. The floor of the production room is scraped and swept of any protein and fat. Next, all product contact equipment, fixtures, trays, lugs, cutting boards and tools are rinsed with potable "Hot" water, foaming agent soap is applied per manufacturers 3. .• 1SNOO SNOWWIS Hd3SOP 1111. 11160. •.. . 11 ' p.4 8ZT0Z9£90Z sr:0T £003/L0/S0 09/08/03 MON 08:18 NA. ZUU boa aeon SEP 04 2003 16:54 HP LASERJET 3200 90/90 39tid SSOP Procedures, continued. V O v aLVY...a. •.I .. The • - ' , room • • is sprayed with 1 2'% bleach solution per manufacturers :ens and is the only surface in the plant that is washed with a pressure washer ..i' 11 . Y Dirac ./U1 towel. 1190 a ► • vo race Next, all contact equipment , fixtures, trays, lugs, cuttingboarda and hand tools are rinsed with "HOT' potable water and sprayed with sanitizing solution per manufacturers directions. We squeegee all excess water to the floor drains: Walls and ceilings are checked for excessive condensation build -up and condensation fan units are turned ort to help "DRY" the production room. At this point, the contracted cleaning service is finished and leaves the premises. Next step is pre- operaliorfal inspection. All chemicals and aged used in the cleanup process are U.S .D.A. approved for food plant use. The contrasted clean -up service is bonded and certified Food Plant cleaning company. • (11.) — Went t Peet Control Program is administered and monitored by Spade Pest Control on a monthly basis. Sprague records are kept in a separate log maintained by their representative. • (a.) S and P Meats perform a separate monitoring of the premises on a weekly basia for rodent / pest detection. If positive results are found, Sprague is notified to correct the problem. Revised and reassessed: 1SNOa SNOWNIS Hd3SOP Signed Signed Ted'Hollingaworth Art Avey . SSOP Person • PIaait Manager p.5 8110Z9E90Z 5Z:01 600Z/L.0/60 /1011 MIN SHUTLER Mak III. CONSULT . FILE COPY ENGINEE ' "5inile stand that the Plan Check a S 12503 Bel —Red Road, Sul ' �� o errors and omissions an � r JS Bellevue, Washington 9 ��� 19 does not authc; i the �,;ni. ti _ f� EDI (425)450 -4075 FAX: (425)450-4076 EXISTING 2x TOP PLATE EXISTING P.C. PANEL WITH EXPOSED AGGREGATE FINISH 1 EXPIRES 9 -12 -2004 1 NOTES; 1) REMOVE EXISTING DAMAGED 4x14 LEDGER. Jos: S &P MEATS ver Park East Tukwila. WA OF /\8-21--03 REVISED PLYWOOD THICKNESS 2) JACK —UP EXISTING PURLINS TO ORIGINAL ELEVATION. VERIFY ADEQUATE DRAINAGE TO DOWNSPOUTS. 3) INSTALL NEW 4x14 LEDGER PER THIS DETAIL. 4) INSTALL EXISTING PURLIN HANGERS USIN N2OA AILS. [VARI 5) REPLACE EXIST THICKNESS. . MATCH EXISTING PLYWOOD PROVIDE 23 32 " CDX, INDEX 48 /24 . 4x14 LEDGER w/4 "0 EXP. BOLTS © PURLIN AS SHOWN & 3 "0 EXP. BOLT MIDWAY BETWEEN PULINS (EMBED 5" MIN.) GM Of TU4(W'atA MPPRO 1O SEP - r 2043 ,s401E0 PLYWOOD JOINT RENAIL PLYWOOD TO LEDGER w/2 ROWS 8d COMMON (.148"0x2 1/4" MIN. LENGTH) ® 4 "o.c. 8d COMMON ® 4 "o.c. EXISTING PLYWOOD EXISTING STIFFENER EXISTING 4x14 PURLIN PP17!s!QN; Q DATE 8 -20 -03 Job No. 03- 01`.22 24 "o., 04. 4 AUG 2 2003 1 FR 6" 6" 6" 6" ) .0 lw 6MP"ISMS \SKIS \22\60 \£0 \ £b :GI :60 EN/12/90 HHdd0830 Location Project Address Description Watts/ Fixture Allowed Watts per ft or per If Area in ft (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking (standard paint) For Building Department Use RECEIVED ^.ITY OF TUKWILA JUN 0 5 2003 PERMIT CENTER GI I Y Ut 11;;\WItA 4PPRO'uEO Tl7ltiPiLA, WA 0.2 W /ft Applicant Name: David Kehle Architect Covered Parking (reflective paint) Applicant Address: 11 ot�at 2-T33 116 0.3 W /ft 206 -433 -8997 187.2 Open Parking Pe g 8715.7 A 1 3 0.2 W /ft Outdoor Areas I't'.) i i=1 0.2 W /ft Bldg. (by facade) .. _ 4 1:. _t w j: ~ `' -;--- at I 0.25 W /ft Bldg. (by perim) 7.5 W /If Project Info Project Address s ip rur Watts/ Fixture Date 6/3/2003 UZAIICx are 1024 ANDOVER PARK EAST Less than 60% of the fixtures are new, and installed lighting wattage is not being increased For Building Department Use RECEIVED ^.ITY OF TUKWILA JUN 0 5 2003 PERMIT CENTER ' 3083.0 Tl7ltiPiLA, WA MOOR OOR Applicant Name: David Kehle Architect `� . 4.658.0 Applicant Address: 12720 Gateway Drive Su 116 Applicant Phone: 206 -433 -8997 187.2 Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed UZAIICx are • Less than 60% of the fixtures are new, and installed lighting wattage is not being increased 0.50 ' 3083.0 '' i -'r-'` �'j. 41f.5 MOOR OOR PRODUCTION 1.50 `� . 4.658.0 6987.0 rIRST rLOOR HALL 0.80 234.0 Alteration Exceptions • No changes are being made to the lighting (check appropriate box) r-1,- , ^I, to. ' • "Area in Hr. • . �'-')! UZAIICx are • Less than 60% of the fixtures are new, and installed lighting wattage is not being increased 0.50 Maximum Allowed Lighting Wattage (Interior) F I L E C O F Y Location (floor /room no.) f .. , Occupancy Description ,.^, .. AIIpW 4 41 ^r. Watts per ft " • r-1,- , ^I, to. ' • "Area in Hr. • . �'-')! UZAIICx are JIRR2T MOOR STORAGE 0.50 ' 3083.0 '' i -'r-'` �'j. 41f.5 MOOR OOR PRODUCTION 1.50 `� . 4.658.0 6987.0 rIRST rLOOR HALL 0.80 234.0 187.2 •* From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 8715.7 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed TIRST TLOOR 4 tube,4 ft., t -8, fluorecent with electronic ballast. 78 111.0 8658. 0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 8658.0 2001 W ° igton State Nonresidential Energy Code Complia- = ^e Form Lighting Summary LTG -SUM 2001 Washington State Nonresidential Energy Code Compliance Forms Project Description ❑ New Building ❑ Addition ID Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Q Prescriptive ® Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Notes: Maximum Allowed Lizhtini Wattage (Exterior June 2001 - KJM 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Proposed Lighting Wattage (Interibt)st all fixtures. For exempt lighting, not exception and leave Watts/Fixture blank. Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts Use mtgr listed maximum input wattage. For textures with hard - wirea Daunts only, Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. 17o$ -I'19 J, 2001 W' '" rigton State Nonresidential Energy Code Compliance Form Total Proposed Watts may not exceed Total Allowed Watts for Exterior tal Proposed Watts Use' LPA` (W/sf) Use' LPA` (W /sf) Painting, welding, carpentry, machine shops 2.3 Police and fire stations" 1.5 Barber shops, beauty shops 2.0 Atria (atriums) 1.0 Hotel banquet/conference /exhibition hall''` 2.0 Assembly spaces ", auditoriums, gymnasia heaters 1.0 Laboratories 2.0 Group R -1 common areas 1.0 Aircraft repair hangars 1.5 Process plants 1.0 Cafeterias, fast food establishments 1.5 Restaurants/bars 1.0 Factories, workshops, handling_areas 1.5 Locker and/or shower facilities 0.8 Gas stations, auto repair shops 1.5 Warehouses", storage areas 0.5 Institutions 1.5 Aircraft storage hangars 0.4 Libraries' 1.5 Retai1 retail banking 1.5 Nursing homes and hotel /motel guest rooms 1.5 Parking garages See Section 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings (Group E occupancy only), school classrooms, day care centers 1.35 Main floor building lobbies' (except mall concourses) 1.2 Laundries 1.3 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools � hospitals, institutions, museums, banks, churches) 1.2 Lighting Summary (•ack) LTG -SUM 2001 Washington State Nonresidential Energy Code Compliance Forms Prescriptive Spaces Qualification Checklist Note: If occupancy type is "Other' and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 0 Other Lighting Fixtures: El Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -1, T -2, T-4, T -5, T -6, T -f 3. Lamps are 5-50 Watts, and 4. Ballasts are electronic ballasts 5. Exit lights < 5 watts /fixture 6. Screw -in compact fluorescent fixtures do not qualify TABLE 15 -1 Unit Lighting Power Allowance (LPA ootnotes for Table 15 -1 2001 W „ W igton State Nonresidential Energy Code Complia ^ ^e Form 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Includes pump area under canopy. 7) In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8) For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9) For indoor sport toumament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10) Display window illumination installed within 2 feet of the window, lighting for free - standing display where the lighting moves with the display, and building showcase illumination where the lighting is enclosed within the showcase are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling - mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. June 2001 - KJM ' >" Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic 1024 ANDOVER PARR LAST All Other Roofs 21. 0 Opaque Walls David Kahle Architect 11. 0 Below Grade Walls Applicant Phone: 206 433 -8997 Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Maximum U- factors Opaque Doors 0. 600 Vertical Glazing 0. 900 Overhead Glazing Maximum SHGC (or SC) VerticalOverhead Glazing 1 1.000 Project Info Project Address sLP HT. T Date 6/4/2003 RFrFivFO 1024 ANDOVER PARR LAST For BuildinDErepderflentillgte JUN 0 5 2003 PERMIT CENTER Ttn `. WA Applicant Name: David Kahle Architect Applicant Address: 12720 gateway Drive au 116 Applicant Phone: 206 433 -8997 2001 Washington State Nonresidential Energy Code Compliance Forms 2001 % ,iington State Nonresidential Energy Code Cc lance Form Envelope Summary Climate Zone 1 ENV -SUM Project Description ❑ New Building ❑ Addition Alteration ❑ Change of Use Compliance Option ❑ Prescriptive p Component Performance (See Decision Flowchart (over) for qualifications) ❑ ENVSTD 2.1 ❑ Systems (4.0 not acceptable) Analysis Space Heat Type Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque wails. Concrete/Masonry Option 0 Electric resistance QQ All other (see over for definitions) Total Glazing Area (rough opening) (vertical & overhd) Electronic version: these values are automatically taken from ENV -UA -1. Gross Exterior • Wall Area times 100 equals % Glazing divided by X 100 = O yes 0 no Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. Semi- heated space Roofs Over Semi - Heated Spaces Notes: Minimum Insulation R- values 1. Assemblies with metal framing must comply with overall U- factors 2. Refer to Section 1310 for qualifications and requirements First Edition, June 2001 Opaque Concrete /Masoirry•W Ihf Re>1uitrerneft*) Is are Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC >_ 9.0 Btu/ft °F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20 -5b in the Code. Wall Description (including insulation R -value & position) CITY OF TU WH.A APPROVED 143 1 3 2E.6 NO I LD �t j �,w. ►:,'4 &IN r U- factor - 1)p3 -t79 Building Permit Plans Checklist ENV -CHK 2001 Washington State Nonresidential Energy Code Compliance Forms First Edition, June 2001 Project Address sip r (Date 6/4/2003 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed n. a. 1302 Space heat type: other If - Other", indicate on plans that electric resistance heat is not allowed n. a. 1310.2 Semi - heated spaces Semi- heated spaces identified on plans if allowed 1311 Insulation n.a. 1311.1 Insul. installation Indicate densities and clearances a. a. 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts ' n.a. 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced baits; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; n.a. 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents n.a. 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected a. a. 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official n.a. 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area n. a. 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatings, gas fillings n. a. 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) 1313 Moisture control n. a. 1313.1 Vapor retarders Indicate vapor retarders on warm side a. a. 13132 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood struc. n. a. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section n. a. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section n. a. 1313.5 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 1T on ground 1314 Air leakage n. a. a. a. 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping 1314.2 Glazing/door sealing Indicate weatherstripping n.a. 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) n.a. Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD 2.1 screen 1 output if necessary 20011A, lington State Nonresidential Energy Code Co 'ance Form If "no" is shown for any question, provide explanation: � 2001 W. in ton State Nonresidential Ener• Code Cor ance Form Building Permit Plans Checklist 2001 Washington State Nonresidential Energy Code Compliance Forms ENV -CHK First Edition, June 2001 Envelope - General Requirements 1311 Insulation 1311.1 Installation Requirements: Al insulation materials shal be installed accorcing to the manufacturer's instructions to achieve proper densities, maintain clearances, and maintain uniform R- values. To the maximum extent possible, insulation shall extend over the full component area to the intended R- value. 1311.2 Roof/Ceiling Insulation: Open -down or poured loose - fi1 insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is at least thirty inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shal be insulated in a location other than directly on the suspended ceiing. Exception: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shall be face stapled. 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of surrounding walls. When installed in wood framing, faced batt insulation shall be face stapled. Above grade exterior insulation shall be protected. 1311.4 Floor Insulation: Floor insulation shal be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than twenty -four inches on center. Installed insulation shall not dock the airflow through foundation vents. 1311.5 Slab- On-Grade Floor: Slab -on -grade insulation installed inside the foundation wal shall extend downward from the top of the slab a minimum distance of twenty -four inches or to the top of the footing, whichever is Tess. Insulation installed outside the foundation shall extend downward a minimum of twenty -four inches or to the frostiine, whichever is greater. Above grade insulation shall be protected. Exception: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab -on -grade insulation shall extend downward from the top of the slab a minimum distance of thirty-six inches or downward to the top of the footing and horizontal for an aggregate of not less than thirty-six inches. If required by the building official where soil conditions warrant such insulation, the entire area of a radiant floor shall be thermally isolated from the soil. Where a soil gas control system is provided below the vacant floor, which results in increased convective flow below the radiant floor, the radant floor shall be thermally isolated from the sub -floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shal be based on the Residential or the Nonresidential Model Size. Product samples used for U- factor determinations shall be production ine units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U- factor in Section 2006. 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, licensed by the NFRC. Exception: Shading coefficients (SC) shall be an acceptable altemate for compliance with solar heat gain coefficient requirements. Shaving coefficients for glazing shall betaken from Chapter 27 of Standard RS-27 or from the manufacturer's test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. Exception: Vapor retarder installed with not more than 1/3 of the nominal R -value between it and the 'conditioned space. 1313.2 Roof /Ceiling Assemblies: Roof /ceiling assemblies where the ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor retarder. Roof/ceiing assemblies without a vented airspace, where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. Exception: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck 1313.3 Walls: Walls separating conditioned space from unconcitioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawl Spaces: A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped twelve inches minimum at the joints and shall extend to the foundation wall. Exception: The ground cover may be omitted in crawl spaces ifthe crawl space has a concrete slab floor with a minimum thickness of three and one -half inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors, and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating concitioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. Exception: Openings that are required to be fire resistant 1314.3 Building Assemblies Used as Ducts or Plenums: Building assemblies used as duds or plenums shall be sealed, caulked, and gasketed to limit air leakage. AN Insulating Installed? Opague Wall R -11 Masonry Wall (int) U -0.19 MssonryWall(other) U -0.25 Below Grd Wall (ext) R -10 Below Grd Wall (oth) R -11 Roof Over Attic R-30 All Other Roof R -21 Raised Floor R -19 Slab -On -Grade R -10 Radiant Floor R -10 Opaque Door U -0.60 Glazing Crteria Met? Glazing Vert OH 1.00 Area % UVaI UVaI SHGC 0.10% 0.90 1.45 1.00 10-15% 0.75 1.40 1.00 15-20% 0.65 1.30 0.80 202598 0.60 1.30 0.65 AN Insulating installed? Opagus Wall R -11 Below Grd Well (ext) R -10 Below Grd WaII (oth) R -11 Roof Net Attic R-30 All Other Roof R -21 Raised Floor R -19 Slab -On -Grads R -10 Radiant Floor R -10 Opaque Door U 0.60 Glazing Criteria Met? Glazing Vert OH Radiant Floor Area % UVsI UVaI SHGC 0.15% 0.90 1.45 1.00 15.2098 0.75 1.40 1.00 203098 0.85 1.30 0.65 30-40% 0,60 1.30 0.45 All Insulating Installed? Metal Framed Wall U-0.062 Other Opaque Wan R -19 Masonry Wail (nt) U-0.19 Masonry Wall(other) U -0.25 BelowGrdl Wall (ext) R -10 Below Grd Wail (Oh) R -19 Rod Over Attic R-38 All Other Rod R-30 Raised Floor R-30 Slab -On -Grade R -10 Radiant Floor R -10 Opaque Door U -0.60 Glazing Criteria Met? Glazing Vert OH 1.00 Area % UVal UVaI SHGC 0.20% 0.40 0.80 1.00 All Insulating Installed? Metal Framed Wan (1-0.062 Other Opague Wan R -19 BelowGrd Wall (ext) R -10 Below Grd Wall (oth) R -19 Roof Over Attic R-38 All Other Rod R-30 Raised Floor R-30 Stab -On -Grade R -10 Radiant Floor R -10 Opaque Door U 0.60 Glazing Criteria Met? Glazing Vert OH Area % UVaI UVaI SHGC 0.20% 0.40 0.80 1.00 • Envelope Summary (back) Climate Zon - ENV -SUM 2001 Washington State Nonresidential Energy Code Compliance Forrns 1302 Space Heat Type: For the purpose of determin ng building envelope requirements, the following two categories comprise all space heating types: Other All other space hosting systems Including gas, solid fuel, oil, and propane space heating systems and those systems listed In the exception to electric resistance. (continued et right) 2001 Vv in ton State Nonresidential Ener' Code Cor - "ance Form Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. No Yes First Edition, June 2001 Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 Wlft of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. Yes No tlo -11■Of- Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag Prescriptive I Path Allowed Component Performance o Systems Analysis Required HC** No ► 4 ' Area (sf) Totals Area weighted HC; divide total of (HC x area) by Total Area HC x Area ' " No if the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. * *For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 1009. Project Address as SIZAT Date 6/4/2003 Space Heat Type 0 Electric resistance 0 All other For Building Department Use Glazing Area as % gross exterior wall area Prop. j 40.0 % Max.Target Concrete/Masonry Option 0 Yes O No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete/Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13-1 for correct values. Building Component List components by assembly ID & page At Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA (U x A) e � > CD U= Plan ID: N•A. U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: Glazing % Electric Resist. Other Heating 0-15% 0.40 0.90 >15 -20% 0.40 0.75 >20 -30% not allowed 0.60 >30 -40% not allowed 0.50 (see Table 13-1 for Conc/Masonry values) 0 1O 0 Q d 0 Um Plan ID: N•A• U= Plan ID: U= Plan ID: U= Plan ID: Glazing % Electric Resist. Other Heating 0-15% 0.80 1.45 >15 -20% 0.80 1.40 >20 -30% not allowed 1.30 >30 -40% not allowed 1.25 (see Table 13-1 for Conc/Masonry values) a 8 S U= Plan ID: U= Plan ID: u- 0 - Plan ID: U= Plan ID: 1 r r 0 U = PIanID: = Plan ID: U= Plan ID: Electric Resist. Other Heating 0.60 0.60 a 3 3 * a R= Plan ID: N.A. R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.031 0.036 a 2 $ s cr R= Plan ID: N.A. R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.034 0.050 t- Q. a R= Plan ID: I.A. R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: **Note: sum of Target Areas here should equal Target Opaque Wall Area (see back) Electric Resist. Other Heating Ordinary 0.062 0.14 Conc(int) 0.19 0.19 Conc(oth) 0.25 0.25 s $ 8 ; R= Plan ID: N.A. R= Plan ID: R= Plan ID: Note: If Insulated to levels required for opaque walls, list above with opaque walls Electric Resist. Other Heating 0.062 0.14 5 � RR R= Plan ID: N.A. R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.029 0.056 E e a R= Plan ID: N. • R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating F =0.54 F =0.54 (see Table 13-1 for radiant floor values) For CMU walls, Indicate core insulation material. Totals' For compliance: Totals' ` 2001 Washington State Nonresidential Energy Code Compliance Forms 2001 ■h In ton State Nonresidential Ener• Code Cor " ance Form Envelope UA Calculations Climate Zone ENV -UA roposed Total Area shall equal Target l oral Area, anoj rroposea i ootai u# shall not exceed ► arget l oral uA. First Edition, June 2001 Glazing List components by assembly ID & page # Proposed SHGC SHGC• x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A 6Usze le ID :N.A. ID: ID: ID: ID: ID: Glazing % Electric Resist. Other Heating 0-20% 1.00 1.00 >20 -30% not allowed 0.65 >30 -40% not allowed 0.45 (see Table 13-1 for Conc/Masonry values) 'Note: Manufacturer's SC may be used in lieu of SHGC. Totals Totals' Climate . ne 1 ENV -SHGC 2001 Washington State Nonresidential Energy Code Compliance Forms For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13-1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area 1 X 1 40.0% 1 — 1 100 1 = 1 Roofs over Attics Other Roofs WaasI 2001 A in ton State Nonresidential Ener. Code Cor" Form Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs OG= OG= VG= Max Glazing Area (Table 13-1) Target OG Area in Roofs over Attics 4) lesser Pro ed O ue Area p05 peq Max OG Remaining Pro us ed OG Area Walls Maximum Target Glazing Area Target OG Areal' Target OG Area in Other Roofs a lesser Target VG Area 1 Ta et O e ue Area Proposed Opaque Area 1 VG Area 1 Target VG Area Target Opaque Area + 1 — ( 1 = T l Note: If there is more than one type of wag, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Target values in shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. First Edition, June 2001 Note: OG = overhead glazing VG = vertical glazing For Target OG's, the lesser values are used both here and below. I Target Areas OK 1 August 6, 2003 Mr. Bob Benedicto - Building Official City of Tukwila 6300 Southcenter Boulevard Tukwila, WA. 98188 -2544 Re: S + P Meats Permit # D03 -179 Public Works - Bonding Dear Bob, In order for our T.I. permit to be released we are posting a bond for the Public Works requirements as set forth in Correction Letter #1 dated July 25th, 2003. Attached please find our Bond (150 % of estimate), an engineers estimate of the design cost and our construction estimate that was presented to the owner. Simmons Construction estimates a completion date of November 10th based on the following estimated schedule: Design drawings 2 weeks Permit Process 8 weeks Construction 3 weeks Please call if you have any questions. I can be reached at (206)363 -7227 or cell # (206)992 -2100, e -mail toddh @joesimmons.com Todd Hartmann Project Manager 13 weeks JOSEPH S. SIMMONS C ONSTRUCTION I NC. CORRECTION LTR #� Do -17q JOSEPH S. SIMMONS CONSTRUCTION INC. PO BOX 27089 SEATTLE, WA 98165 (206)362 -7227 FAX (206)362 -0118 .:: PERFORMANCE BOND Bond 929303474 KNOW ALL BY THESE PRESENTS, That we, Joseph S. Simmons Construction, Inc. (hereinafter called the Principal), as Principal, and Western Surety Company , a corporation duly organized under the laws of the State of South Dakota (hereinafter called the Surety), as Surety, are held and firmly bound unto City of Tukwila Signed and sealed this 8th day of August , 2003 for S &P Meats Project, Design & Construct Backflow Prevention Devices, Permit No. D03 -179 , (hereinafter called the Obligee), in the sum of Fifty Nine Thousand Five Hundred Ninety Four and 00/100 ($ 59,594.00 ) Dollars, for the payment of which sum well and truly to be made, we, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, said Principal has entered into a written Contract with said Obligee, dated in accordance with the terms and conditions of said Contract, which is hereby referred to and made a part hereof as if fully set forth herein: NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the abovl; bounden Principal shall well and truly keep, do and perform each and every, all and singular, the matters and things in said contract set forth and specified to be by said Principal kept, done and performed, at the times and in the manner in said contract specified, or shall pay over, make good and reimburse to the above named Obligee, all loss and damage which said Obligee may sustain by reason of failure or default on the part of said Principal so to do, then this obligation shall be null and void; otherwise shall remain in full force and effect. NO SUIT, ACTION OR PROCEEDING by the Obligee to recover on this bond shalt be sustained unless the same be commenced within two (2) years following the date on which Principal ceased work on said Contract. Joseph S. Simmons Construction, Inc. By " 1 / '1 . �OSC ?r ; M iris tpal Western Surety Company -.Lill A Wallace Attorney -in -Fact S- 0757 /GEEF 10/99 .1 Know All Men By These Presents. That WESTERN SURETY COMPANY. a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls. and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint Tim Church, Carl Newman, Peter Hammett, Susan B Larson, Pamela Nelson, Deanna M Meyer, Karen P Dever, Alexandra A Koleno, Jill A Wallace, Stuart A 0 Farrell, Scott D Mc Elroy, Individually of Bellevue, WA, its true and lawful Attorneys) -in -Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds. undertakings and other obligatory instruments of similar nature and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given, dre hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by the shareholders of the corporation. In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to be hereto affixed on this 13th day of March, 2003. State of South Dakota County of Minnehaha My commission expires November 30, 2006 Fonn F4 ?80.01.02 POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT � .zstern Surety Corjany 1 1 I 1 + - In Unlimited Amounts - D. KRELL NOTARY PUBLIC SOUTH DAKOTA WESTERN SURETY COMPANY Paul . Brutlat, Senior Vice President On this 13th day of f\larch, 2003, before me personally came Paul T. Bruflat, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is the Senior Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal: that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. 1 t 1 1 1 I 1 CERTIFICATE X.Q14 1, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attomey hereinabove set forth is still in force, and further certify that the By -Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this 8 th day of August 2003 WESTERN SURETY COMPANY : D. Krell, No ary Public L. Nelson, Assistant Secretary In accordance with the Terrorism Risk Insurance Act of 2002, we are providing this disclosure notice for bonds and certain insurance policies on which one or more of the Writing Companies identified below is the surety or insurer. To principals on bonds and insureds on certain insurance policies written by any one or more of the following companies (collectively the "Writing Companies ") as surety or insurer: Western Surety Company, Universal Surety of America, Surety Bonding Company of America, Continental Casualty Company, National Fire Insurance Company of Hartford, American Casualty Company of Reading, PA, The Firemen's Insurance Company of Newark, NJ, and The Continental Insurance Company. DISCLOSURE OF PREMIUM The premium attributable to coverage for terrorist acts certified under the Act was Zero Dollars ($0.00). DISCLOSURE OF FEDERAL PARTICIPATION IN PAYMENT OF TERRORISM LOSSES The United States will pay ninety percent (90 %) of covered terrorism losses exceeding the applicable surety /insurer deductible. Form F7310 NOTICE .�..,,.. . SUMMARY OF ESTIMATES TOTALS 1. GENERAL ITEMS G 61 2. EROSION PREVENTION /SEDIMENT CONTROL (TESC) 3. ROAD AND PARKING IMPROVEMENTS . DRAINAGE SYSTEM s 5. WATER SYSTEM ,���B 1 6. SEWER SYSTEM GRAND TOTAL .69! 7 Z9 150% Bond Quantity = (1.5)(GRAN D TOTAL)f 5 q 5 9 4 The quantities above were calculated by: _S,,, mcr ,s c' r► �-t- Printed Name: l:. j--- ,,Y,,,, K) Signature: PE License Number: 11/4 Firm Name and Address: -- �s e • 5, �; rmrn� » s 'a S fib, - 13,,,e Z7c7p 1 � •! 4 1-v/4 `i8 /C. j Date: el‘-`c'53 Telephone Number: (?c') 34;Z_ 72Z 7 Fax Number: CZc.=�) 3(L. - c--)// e E -mail : ---/z-,,k1 G Q Jac.;;- ,,;- r-70, -1s C'� Approved Nov. 2002 CITY OF TUKWILA Public Works Department 206- 433 -0179 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 1 August 6, 2003 Ms. Katherine Kratzer Layman Lumber Co. P.O. Box 235 Naches, WA. 98937 Re: S + P Foods Dear Katherine, On Tuesday July 29th I received the final correction letter from the City of Tukwila (Copies Attached). The only outstanding items are those addressed by the Public Work Department, The building permit is being held up until these corrections are addressed. It is my understanding that S + P Meats wants to move in over the weekend of September 9th. Item #1 - The buildings fire sprinkler system is currently protected by a single detector check valve, the City wants this changed to a double detector check valve. This requires the removal of the existing vault and check valve and the replacement of both. I have received (2) quotations for the work from utility contractors (see attached). Below is an estimated cost of the work which will be firmed up as the details unfold. Estimated Cost Denny Construction 22,563. Related Work - Engineering and Plans - .Landscape Repair - Curb and Asphalt Patching - Fire Watch - General Conditions Subtotal O,H &P Budget Amount (plus state sales tax) Exclusions: Permits, Bond 1,540. 750. 1,800. 1,344. 1,400. 29,397. 4,409. $ 33,806. 1 I JOSEPH S. SIMMONS C ONSTRUCTION NC. JOSEPH S. SIMMONS CONSTRUCTION INC. PO BOX 27089 SEATTLE, WA 98165 (206)362 -7227 FAX (206)362 -0118 1 Item #3 - RPPA - Domestic Line Estimated Cost Denny Construction Best Regard Related Work - Concrete Pad - Electrical Todd Hartmann Project Manager Subtotal O,H &P Budget Amount (plus state sales tax) 3,600. 750. 800. 5,150. 773. $ 5,923. In order to get S + P Meats in ASAP it would appear that posting of the Bond would be the most expeditious route. We would prefer that the bond was posted by the owner however Joseph S. Simmons Construction could provide the compliance bond. The price would be in the $ 1,800 to $ 2,400 dollar range. l would have to get a quote from our bonding company. Please call me to discuss this matter and tell me how you would like us to proceed. August 5, 2003 Todd Hartmann Joseph S. Simmons Construction Co. Subject: S B Meats DDVC Dear Todd: Sincerely, DEENY CONSTRUCTION COMPANY, INC. Russell Sybertz Estimator TEENY CONSTRUCTION CO. INC. 2545 RAINIER AVE. S. SEATTLE, WA 98144 206 722 -0633 FAX: 722-8854 We appreciate the opportunity to give you a quote for a new DDCV on the fire system for this project. Our proposal is based on your fax dated 7/16/03 and the following: Inclusions - 1. Native soil backfill (excavated material from the pipe trench) to be used as backfill for the trench and to be mechanically compacted. We will make a reasonable effort to meet the required compaction density. In the event that we must remove native soil from the trench and import new material, the associated costs will be considered extra. 2. Remove existing detectorcheck assembly and vault. Dispose of off site 3. Install one new 6" double detector check assembly, 6" PIV and 4" FDC. Vault to be Utility Vault #4484. All work to be in the landscape area. 4. Based on one mobilization. 5. Retention to be released within thirty days of substantial completion of our work. 6. Exterior fire main installation requires a Level 1, 2, 3 or U license. We are a Level U license holder. 7. Displaced dirt to be hauled off site. 8. Based on normal work hours (no restrictions). City review of traffic plan may require inclusion of flagging /traffic officer /off hour work not included in this price. Exclusions - 1. Not responsible for conflict of elevations and locations with existing utilities, or time Toss /damage due to mismarked or existing unmarked utilities. (Utility companies are responsible for marking their utilities in the public right of way.) . 2. Field engineering (layout and staking) - -hubs and offsets for the elevation and location of structures and pipe. 3. Asphalt/concrete restoration. 4. Access to ditch side. General contractor to provide sufficient room at all times for trench spoils, excavator and delivery/dump trucks. 5. Vault drain. • 6. Fire watch if required during shut down of the fire line to the building. Assume 4 days duration. 7. Landscape, electrical and irrigation installation, removal or restoration. We will not be responsible for damaged tree roots or surrounding shrubs. 8. Bonds, permits, soil testing, fees or meters. 9. Dewatering required in excess of a standard 2" pump located in the ditch. 10. Erosion control or handling /generating or monitoring of hazardous /contaminated.material in any form. Our price for the above referenced project, documents and qualifications is $22,563 plus state sales tax, if required. This quote is good for 15 days. We look forward to working with you on this project. C :\Data 2003\Word -03\.S B Meats DDVC2.DOC Jul 30 03 02:39p Mark Siegenthaler Mark C. Siegenthaler, PE, PLS Civil Engineer and Land Surveyor 5616 44th Avenue Southwest Seattle, Washington 98136 (206) 935 -8323 Tel (206) 935 -8357 Fax Date: 723 - o To: 3G Z -- b // Cc: From: Mark Siegenthaler FAX TRANSMISSION (208 )935 -8357 p.1 Subject: / ;11 t_•ttirZId � �• &. 64 Z..8 7 Number of Pages including cover sheet 2-- Comments: • 4f _ ff �- 't�.' -•'% �•• r+ f'. C :� •� * G� J t.� -- '` ii 11 a a, P ) 17' vG�(,' �' 1/�1 ��if7 ` •,; Jul 30 03 02:38p Mark Siegenthaler ESTIMATE OF SERVICES CIVIL DESIGN SUBMITTAL FOR DDVC REPLACEMENT TUKWILA, WASHINGTON 30-Jul-03 (206)935 -8357 P•2 Task # Description Hours Rate Price 1 Obtain scanned site plan from David Kehle Architects 1• 80 80 i1- Z 2 Research as -built water main at City, site visit 3 80 240 W 3 Draft existing water main 4 80 320 6 4 Design and drafting of replacementvautt, site plan 2 80 160 0 5 Design and drafting of detail sheet 2 80 160 0 p 6 Reproduction, submittal 2 80 160 N w 7 Meetings, agency coordination 2 80 160 111 H 8 Drawing revisions, if needed 2 80 160 Cl) u_ 9 Expenses (mileage, reproduction) 100 ui O Total 18 1540 LL Q (0 d Hw Z h- I- O Z I— W uj D p : O • D- O I.- 1 - w ' I- U H u. 0 ili Z P I O )- Z TO 12720 GATEWAY DRIVE, SUITE 116 SEATTLE, WASHING N 98168 (206) 433 -8997 FAX: 2 TM i cfkente @seanet.com 4 JUL : '1003 BUILDING DF ITME.,'I'ti ❑ Shop drawings ❑ Copy of letter THESE ARE TRANSMITTED as checked below: ❑ For review ❑ For your use ❑ As requested ❑ Prints ❑ Change order ❑ Plans ❑ Reviewed as submitted ❑ Reviewed as noted ❑ Returned for corrections COPY TO SIGNED* 11 enclosures ere not as noted, kindly notify us of once. Id 141:12.2 :80 200E t ' I n f 6928 9PE 90E : '0N Xdd 1081 I HOZId `91H8>i Q I f1da : WONd R -SPAN I (AP 200, 300, 900) GENERAL SPECIFYCATIONS Part) GlitNE AL 1.01 Work 1pdnded A, All factory assembled panels with insulating foam cores for the exterior wws and/or loofa as shown on the Contract drawings. B. All trim, accessories, fasteners and Sealants Indicated on the contract drawings as part of this section, 1.02 Shop Drawings A. Furnish derailed drawings showing profile, gauge, or thickneee Of interior and mttorior sheets, location and type of :flaateeers, location, gauges, shapes and method of attachment of all trim, location and we of sealants and any other details as may he required for a weathertight installation. 1.03 Warranty A. This Contractor shall warrant for one year from the date of substantial eomplaiion of the work related to this section. that the work is not defective in woerkm nshlp or material. 1.04 Performance Testing: A. Structural Tests: Structural designs slrail have beep derived using recognized engineering calculations based upon witnessed taita of the physical propatia of the panels Including ASTM E -72, A deflection limit of 1..1240 shalt apply to roofs sad L'180 shall apply to wails. B. Thermal Properties: Whet teased per ASTM C -236 panels shall provide a minirr.um R value of 110 per inch at 40° F mean tempesucurc.. C. Air Infiltration: When tested per ASTM E- 213 at a unif static pressure of 20.0 psi, air iafllt: at/on shall not exceed .01 Olen per sq. f. (0 ,411 aria. D. Vi arer Penetration: When tested per ASTM E -331 at se unif0Crp static pressure of 20.0 pee theta shall bc ne uncontrolled water penetration through the panel joints. zd WtiLs : 80 m0z bz . I n f FACTORY FOAMED INSULATED WALL AND ROOF PANELS E. Fire Tests: Panels soap be acceptable to building cede and insurance epthorMes fin use • wean son -load bearing wall construction is permitted. The =thane composite panel shall be qualified by the following fire teats ann approvals; 1) FMRC Standard 4880 "50' Full Scale Comer Test" • 2) UBC Standard 26-3 "Room Corner Test' 3) Ul3C Standard 26-9 "Multistory lrvaivation" (up to 3" thickness). 4) Composite pastels shall not exceed the, followir.g parameters when tested per ASTeer E -114 ([JBC Standard 8-1): Plaene Spread: c25 Smoke Density 450 5) U9C Standard 26-1 Content" 6) ICBC -ES Report a PFC -5396. Part 2 PRODUCTS 2.01 Acceptable Maaufaeturers A. Products meeting these specifications which establish a standard of finality required shall be R -SPAN or equal, 2,02 Products A. Factory fubricated pand units shall consist of wli formed exterior and Interior shams bonded by fearing it place the urethane inaalation oars. 13. Panel units shall. be (Select appropriate panel or panels). C. The longitudinal tongue and groove panel edges shall bc formed to allow anchor clips end fasteners to bc used u shown on the contact drawings. 7.03 Metlrials A. Metal face sheet shell be minimum 26 gauge galvanized steel confooning w ASTM A-446 Oracle C or better, hot dipped Commercial quality, Geelvenieed casting,, designation 490. with a profile vS shown op the contract drawings. B. Metal liner sheet shell be 26 gauge G - galvanized 8ttdi. C. The foam core of the parcel shall bc rigid urethane with a minimum 9s% closer) cell 6928 9Vz 90E : '0N X .d "Combustible PRODUCT YN ORMATXON structure and shall have the followln minimum physical rimester I) Density (in place): 2.3 -2.6 pef 2) Compressive Strength: 26-34 psi 3) Tensile Strength: 34-42 psi 4) Shear Stress: 20-25 psi 5) Moisture Vapor Transmission: 2.0 3.0 perms/inch D. Trim shall be famished by the pant Wntrtectt+r to march the gauge teed this on the panels. 2.04 Finishes ,4. Coatings shaII be ifeetory applied to m before forming or embossing. Finishes the bo as shown on the approved drawings an shall be in accordance with th "Specifications for API Facings an Finishes". part 3 EXECUTION 3.01 Inspection A. Examine alignment of the ssn ste- and/or pond support system prior 1 instalation and. do not proceed until at defects ere corrected by the re aponsib contractor. B. Building tole r noes shill eat meet mtacimunts as defined by AIS specifications. 3.02 Installation A install panels, fuuners, trim cad relate sealants in eceordance with approved slit drawings and as may be required for vdetdhertiglu installation. B. Provide et dry wipe -down cleaning panel, es tisey are erected. 3.03 On -Site Storage a and flsnd1ine A. Mtnufecturer shall provide panel eontrsci with printed inahuotioaes for recommend praduc! storage end handling. 3.04 Damned Material A, ripen determination of reereeSibithy, rep. or replace damaged panels tend trim to satisfaction of the architect and/or owner. API reserves the right to change design or details of its products without notice. Specific information for Job details and drawiap should obtained from your API miles engineer. To tee bast of our knowledge the information contained herein is accurate, however, final deternsiaati of the suitability of any Information or reaterlai for the eta eontamplated, the wanner of we and whether each sae is as lafringcoseat sf 2 pen la the sole responsibility of tae user. Minor "oil exerting° which is inherent in tight gauge metal facings, is not a tam for rejection of t product. Post Office Box 460 Ceres, CA 95307 -0. PH: (209) S31 -9091 FX: (209) 531 -905i 1081 I HONti c 81H8)1 a I aria : Wald :. August 27, 2003 Mr. Todd Hartmann Simmons Construction P.O. Box 27089 Seattle, WA 98125 Cizy of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application #1 Development Permit Application Number D03 -179 S & P Meats —1024 Andover Park East Dear Todd: Building Department: Bob Benedicto, at 206 431 -3670, if you have questions concerning the following: Steven M. Mullet, Mayor This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 21, 2003, is determined to be incomplete. Before your application can begin the plan review process the following items need to be addressed: 1. Please designate detail as "typical" or provide roof plan to designate location of design condition. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, 4 StefaniSpencer Permit Technician Enclosures File: Permit File No. D03 -179 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 August 1, 2003 Dear Bob, Best Regards, Todd Hartmann Project Manager Mr. Bob Benedicto City of Tukwila, Building Official 6300 Southcenter Boulevard Tukwila, WA. 98188 -2544 Re: Permit # D03 -179 (S & P Meats) 1024 Andover Park East JOSEPH S. SIMMONS C ONSTRUCTION I NC. CIT OF TUK /LA AUG 0 1 2003 PERMIT CENTER On Thursday July 31, 2003 I received a phone call from Stefania Spencer asking if the front portion of the office area will remain retail as shown on the plans. The front portion will be office space only. S + P Meats is a wholesaler and has no retail sales nor does it serve prepared food to the public. I had previously contacted (Early June) Mike Millbock / Seattle -King County Department of Public Health and discussed this project with him. He told me that no plan review would be required. Please call if you have any questions. Db3 11'? JOSEPH S. SIMMONS CONSTRUCTION INC. PO BOX 27089 SEATTLE, WA 98165 (206)362 -7227 FAX (206)362 -0118 JOSEPSS 153 JD July 25, 2003 Mr. Todd Hartmann Joseph S. Simmons Construction P.O. Box 27089 Seattle, WA 98125 RE: CORRECTION LETTER #1 Development Permit Application Number D03 -179 S & P Meats —1024 Andover Park East Dear Todd: If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl dua, ��iict� xc: File No. D03 -179 City of Tukwila Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Fire, Building and Planning Departments have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 :, DATE: June 18, 2003 PROJECT: S +P Meats PERMIT NO: D03 -179 PUBLIC WORKS DEPARTMENT COMMENTS PLAN REVIEW R: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. 1) The existing single check valve assembly on your fire line shall be replaced with a Detector Double Check Valve Assembly (DDCVA). 2) A double check valve assembly backflow prevention device shall be installed on your irrigation line if property has a landscape irrigation system. 3) A Reduced Pressure Principal Assembly (RPPA) with a Hot Box shall be installed downstream of the existing water meter to protect City domestic water supply. The heater shall be be installed within the hot box, and power source be provided for this heater to prevent the device from freezing. a) If you opt to install these backflow devices, you may install them under a separate permit or under a revision to the above Tenant Improvement D03 -179 permit application. If you opt to install under the Tenant Improvement D03 -179 permit you must submit the installation plans prepared, stamped and signed by a licensed civil engineer together with a construction cost estimate, since Public Works permit is a progressive fee based on construction cost. A $250.00 application submittal fee plus 2.5% of the construction cost shall be paid at the time of your permit revision submittal. b) If you opt to bond for installation of the subject backflow devices you must submit the following to the Permit Center: 1) an original design and installation estimate, 2) a bond for 150% of the design and installation cost, and 3) a letter stating your intent to install the device by a certain date. This must done before the Permit Center issues the permit. z ce w JU. O 0 (i) LU J = U) u_ w 0 u. ¢ 1 I-- Ili Z = 1- O z 1- w • w U O - w w — 0 ..z U = 0 z Revision No. 1 Date 1 Received 1 Staff Initials • i Date Staff Issued ! Initials 1 1 8- z/ A 3 1 g45 1 c?"---4--0 3 i O Summary of Revision: 4 4 - r , 4 2: , ' r e 4 4 4 7" 4-6 s -,./t rao ! G'yGZ��o.ae,` 2 - S s.gf i do'G: - • e c— .;c,.: _. , ca,.. - /z - .... • 3 , / /deet..c4,C. a,z /1d, 2 71-e--(-7(•47. wtia , ' eceive• By: at,. ..--,.0 Revision No. • 7 Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date Stan Issued Initials Summary of Revision: Received By: PROJECT NAME: S 4 Site Address: /OZei /9Nl', YW7e._ Revision No. Summary of Revision: Revision No. Summary of Revision: Date Received Date Received REVISION LOG Staff Initials Staff Initials Received By: PERM' N O:. Original Issue Date: Fl -/r c73 Received By: Date Issued Date Issued please print) (please print) (please print) (please print) (please print Staff Initials Staff Initials 1 . DEPARTMENTS: X62 Ae - mo d Building Division Q Public Works ❑ REVIEWER'S INITIALS: Documents /routing slIp.doc 2 -28.02 PERMIT COORD COPY PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -179 PROJECT NAME: S & P MEATS SITE ADDRESS: 1024 ANDOVER PARK EAST DATE: 09 -03 -03 Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after permit Is Issued Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -04 -03 Complete Ed" Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 10 -02 -03 APPROVALS OR CORRECTIONS: Approved / Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Complete U APPROVALS OR CORRECTIONS: Documents /routing slIp.doc 2 -28.02 'PERMIT COORD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -179 PROJECT NAME: S & P MEATS SITE ADDRESS: 1024 ANDOVER PARK EAST Original Plan Submittal DATE: 08 -21 -03 Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After permit Is Issued Build n visi " ' © Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete DUE DATE: 08 -26 -03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 8- '7--d 3 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg% Fire ❑ Ping ❑ PW ❑ Staff Initials: -y TUES /THURS ROUTING: Please Route s Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: PERMIT COORD COPY DUE DATE: 09 -23 -03 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D03 -179 PROJECT NAME: S & P MEATS SITE ADDRESS: 1024 ANDOVER PK E DATE: 08 -12 -03 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter #1 Revision # After permit Is Issued DEPARTMENTS: Building Division PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Pu lic W C, Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -14 -03 Complete id Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO ING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Documents /routing slip.doc 2-28-02 Fire Prevention ❑ Planning Division Notation: REVIEWER'S INITIALS: PERMIT COORD COPY Not Applicable ❑ DUE DATE: 09 -11 -03 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: . : PLAN REVIEG SLIP ACTIVITY NUMBER: D03 -179 PROJECT NAME: S & P MEATS SITE ADDRESS: 1024 ANDOVER PK E X Original Plan Submittal DATE: 06 -05 -03 Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: k ""o i- 2�1 Division Buil � g ivision 0 Public � orks K� Wile-0 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [ Incomplete ❑ APPROVALS OR CORRECTIONS: Documents /routing slip,doc 2-28-02 Fire Prevention 6+0 Structural ❑ REVIEWER'S INITIALS: PERMIT COORD COPY L w (v- IO-5 Planning Division Permit Coordinator DUE DATE: 06 -10 -03 DUE DATE: 07 -08 -03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO ING: Please Route Ili Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) [r Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 7 Zgeo3 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: SAC City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I 13103 Plan Check/Permit Number: D03 -179 Response to Incomplete Letter # 1 to Revision #1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: S & P Meats Project Address: 1024 Andover Park East Contact Person Todd Hartmann Phone Number ( Q 3(2 7 22 7 Summary of Revision: = i'tct e S id Entered in Sierra on �� RECEIVE!) CITY OF TUKWILA 1 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 08/27/03 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: z / /03 1 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Plan Chec ' ermit Numbe ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: S -VP I 1.QJS Project Address: ' o z4 d o L -2 - Contact Person: ) a-TMc v■ Phone Number: (2C 99 Z - 2 /C.X) Summary ff R vision: -4U-- cc se s 41-e. ?? eveli -- co (Ic 8 r©o S rr C, I L c oqs t� se �� a Too P ero t. 3C=. lor I o cc ck 0;4 -�-1� ho v -�-� LA? Received at the City of Tukwila Permit Center by: j4 .4 Entered in Permits Plus on 8' • CITY v OFT UKWIL,4 AUG 2 9 2003 PERMIT CENTER 08/06/03 • ... , .•. + 4 ,! • 'mod' Vi Y tka.�a Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Response to Incomplete Letter # Response to Correction Letter # 0 Revision # after Permit is Issued 0 Revision requested by a City Building Inspector or Plans Examiner /oz4 . Project Name: Project Address: Contact Person: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: 1Q `3 ---- 171 Phone Number: (zb ) 3c —7z Z:1 Summary of Revision: 4, %n b d ��oY -Coy- '� ( cwtb�;c ° te o vi �` o r-ec- i`� -e �4 �— r, r v—E? c C r � C -11. Received at the City of Tukwila Permit Center by: [] Entered in Permits Plus on RECEIVED erry OF TUKWILA AUG 1 2 2003 PtRMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 08/06/03 NAME OF DEVELOPMENT: DEVELOPMENT ADDRESS: CASH ASSIGNMENT SHALL BE REFUNDED BY MAILING TO: (please print) : > b y velo S + P M E4 TS NAME: 05c CITY/STATE/ZIP send copies to: — Developer — Finance Department — Permit Coordinator, DCD City of Tukwila DEVELOPER'S PiaJJECT WARRANTY REQUEST FORM it f` oflz ADDRESS: , 2. °l DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE P 1• M .I WH_R Lug R 1 . - - I 410 /Ci) in 6.2, , i)0C 79 /7 S� n sheer ) /•i Upon completion through Section 2, Finance personnel shall byr Glty gt81 ! / e SSA o j 7 7 C O R RE Csrth'ies to: LTR# DATE: 8 /'Z /0 PERMIT NO.: 0 3 - / 7q S. Stry Y \S (ovr TEL. NO. (2c6 3G;z - - 7ZZ f \A/A 9 81 �5 r . 5 , As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ � 59 ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: ( 1/ / 20 / 2003), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to onto the property to carry out completion of the above deficiencies. I further agree to complete all . grid' •ve prior to requesting inspection and release of these funds. SIGNE Upon completion of entire form, Finance personnel shall — Developer — Finance Department — Permit Coordinator, DC goo �. ,,..mow,......,.- .�...,�..�.M:�: i i• ■r. 09/10190 TITLE��,� ��er S , S. C, c SIGNED: j Gj rj q, 5Y1-, `9v THIS FUND IS AUTHORIZED TO BE ACCEPTED. '�(^� DEPARTMENT HEAD: C m AMOUNT: _C) CASH - •J CASH EQUIVALENT DEPOSITED THIS DATE: CITY RECEIPT NO. 80 g29 303 Lily RECEIVED BY: DEVELOPER'S REPRESENTATIVE: 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. DATE: CHECKED BY: I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. AUTHORIZED BY: DEPARTMENT: • ••• 'completed ky : llty st AMOUNT: CASH EQUIVALENT — LETTER AUTHORIZING RELEASE RELEASED THIS DATE: CASH CITY CHECK NO. RELEASED BY: , FINANCE DEPT. DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS copsTcoNT GENERAL REGIS # )EXP DATE It dOSEP,S 'EFEECTIVE'DATE 04/04j1985 JOSEPH SgIlvliONS CoNSTvIN6 PO BOX. 27089 SEATTLE WA :98125 • • _ Detach And Display CertifitAtt, a • • 1- 6 D 0 O 0 , co • w WI • u_ u j 0 g -71 u_ • a z I— 0 z }-. u , • 0 0 O '12 o w L u r — c.) w 0 1- z t W h z 1 11300' L- 31./!' EXlsrc BUILDING NEW HC RAMP NEW COMIC PA110 I.-o• e'er I - NEN HC L000 NEW SIIMPPNC — NEW INC !ON NMIIOAD n �hI COM AC PAVING cam CONC G818 LANDSCAPING DOM CONC. 9DEIMAU( ANDOVER PARK EAST SITE PLAN 1 /141• -1..4 127.4r s 4T2I E s wr 241• 102' car LNrDBt APNQ EXISTING CURB CUT W U Iv 0 SITE & BUILDING STATISTICS - SEE AREA - BUILDN4G AREA - BUILDING CODE - TYPE OF CONS "RUCTION: - OCCUPANCY GROUPS - ALLOWABLE BUILDING AREA BASI AREA= 3 SIDE SEPARATION= FLLLY FIRE SPRNKLERED= TOTAL ALLOWABLE APLA= -JSES EXISTING STORAGE 3,083 S.F. FACTORY 4,658 S.F OFFICE 1,924 S.F. RETAIL 64o S.F. TOTAL 15,311 S.F. 262304- 9083 -00 '59.783 S.F. 10.3 S.F. 1997 UBC V -N M,F -1,S -1 TAX PARCEL NUMBER LEGAL DESCRIPTION 8,000 S.F 30 FLX 2.5Z =75% ACREASE 3X INCREASE 42.000 S.F. PROPOSED 3,087 S.F. 4.653 S.F. 1,9'4 S.F. 646 S.F. 10.311 S.F. THAT PORTION CF THE SOUTHEAST 1/4 OF Tim SOUTHEAST :/4 OP SECTION, 26, TDWNSHIP 23 NOR'j'K, •RANGE 4 EAST W.M. , IN THE CITY CF TCX',tI�C.A, • laYO - •cotntrY, WASHINGTON, DESCRIBED AS FOLLOWS: • BEGINNING AT TH3 SOUTHEAST CCRNER CF, SAID SOUTHEAST 1/4 OF SECTION 26; THENCE NORTH 87 DEGREES 44 MINUTES 08 SECONDS WEST ALONG THE SOUTH LINE Of SAID SOT.UT1{EAST 1/4 Of SECTION 26, A DISTANCE OF 166.45'PEETs THENCE NORTH 01 DEGREES 47 MINUTES 29 SECONDS EAST, A .DISTANCE OF 420.76 FEET TO THE TRUE POINT 0? BEGINS: G; THtNCE CONTINUING NORTH C1 DEGREES 47 HIN1•TES 2, SECONDS EAST, A DISTANCE OF 94.84 FEE; TME2fCL !'S.ONG A CURVE TC THE RIGHT, HAVING A RADIUS OF 300.00 FE}T, AN ARC DISTANCE Of 131.81 FEET TO-THE NORTH LINE .OF A PARCEL OF !AND CONVEYED TO REX ALLISON, E: AL, BY DEED RECORDED UNDER AECCA.DING'NO. 59170837 Tf:ENCE.NORTH e8 DEGREES 12 MINUTES 71 SECONDS WEST, A DISTANCE OF 255.54 FEET To THE EAST MARGIN 07 ANDCvER PAAX EAST, AS CONVEYED TO THE CITY OF TUKWILA NY DEED RECORDED UNDER RI:CM NO. 43754421 TRF.Nc?4 soUTHWESTERLX ALONG A CURVE. TO THE RIGHT L'l THE EAST MARGIN OF ANDOVER PARK FAST, THE CENTEX OF HHICK SEARS NCRTh 68 DEGREES 53 MINUTES 14 SECONDS WEST HAVING A RADIUS OF 330.00 FEET, AN ARC DISTANCE OF 11,46 FEET TC A POINT OF REVERSE CURVE HA'"ING A RADIUS OF 2.70.0 FEET; THENCE ALONG THE ARC OF SAID CURVE AS ARC DISTANCE:OI? 9 ;.14 TEE1; THENCE SOUTH 01 DECREES 47 MINUTES 29 SECONDS WEST ALONG SAID EAST ?tARGIN OF ANDOVER PhRX rxsr A DISTANCE OF 114.76 FEET; THENCE SOUTH 88 DrGREYS :2 MINUTES 31 SECONDS EAST A DISTIW_! OF 252.00 FEET TO THE TRUE POINT OF BEGINNING; --..SITUATE IN THE CITY OF T YNTL.A, CoUNTY OF XING, STATE OF WASF1INC'rON. FILE COPY ! understand that the Plan Check approvals are subject to errors and omissions and app ~oval of plans does not authc: the violation of any adopted code or ordiDance. Receipt of con- tractor's copy cf approved plans acknowledged. By Date Permit No. REVISIONS -- ,. NO CHANGES £8.4. BE MA CE TO THE SCOPE OF 4 ". '?; = � . `111 PROF, A77 OF Tll.WT••o A BUILDING r Tt :: PEviS "NS *nu.. RE7.$11E A NEW 0...01 8LewrrAL 06/04/2003 11:23 am I SEPARATE PERMIT P r QUIRED FOR ECHANICAL Ye LEG Tr 'CAL UMSING I . •+S PIPING CITY OF TUKWILA BUILDING DIVISION RECEIVED rnv nF rl �Kwga JUN 0 5 2003 PERMIT (FEN i Lo3-/79 w 0 g } Cb co a) m 2 M co N 0 0 • Z A T -0 w 0 0 0 WKST4 \CAD \0332S &P \t- 0,dwg,DWG LEGEND ord. Ex15'k FE& STS. 5"-C t4_ TO JOIE.R'S:DE or LNG PEI S'1 L 5"-C ► XL. C LA r FC CAL.< AT BASE 2 -C E 5 A J"14 SCLIC 5.4" E IS'kG To BE RF`+Cr PEI DOOR EX15TN DOOR FOhR- PLE)c OUTLET DUPLE( WALL Yu.LL TE .ER ' E 0611E 'WRING : P4C r ANC PILL 5 • R1NG ONLY_ d DATA OUTLET • J -BOX FOR °'.JlrER AC FOR = rExiT i ILLUMINATED EXIT SIGN ® 2' X 4' NEW OR RELOCATED 3 -TREE FLUORESCENT ® 2' X 4' NEW OR RELOCATED 2 -TUBE FLUORESCENT 2' X 4' EXaS - 3 -TIEE FLUCRESCENT TO REMAIN 2' X 4' EXISTING 3 -TUBE FLUORESCENT TO BE REMIOvED AND STORED OR REUSED E :EX ISTING N PEW • DEDICATED 1W� TYPES L_Jj .' 'METAL CLAD 1 i.A"EC PANE .-"Ac+ O Ex 5'uG COK M 'C , mac RCS STR,JC"JIIM 116'4... b' x 6' cc'c t = CUle EACH- SCE 314' CMaZtrER. • 4' "ETA,. :LAC. tPLLA'ED PAWL 'C .JOER:SDE OF ROCP b'R. CT'JIW MS'AL_ 6 ' x 6' CdCbGliETE C:JR 9 AGM*" JTI4 34• -. 4'fER. C 4• "ETA, CLAD P L ?E; PANEL 'o t 4FF C Ex15'IIG 4,4- BEAR 8' G.1 C 5i8• G`'P. BC_ BON SVE 3 -1/2• X 25 GA STEEL Snips • 26' Or. MAX_ C EXISTIG CONC /W'E WALL F:NISN SCHEDULE ROOM I ROOM t4 ROOM 245 FLOOR. SEAMLESS EXpOxY BASE: CAULK ALONG TOTTOI" OF METAL WALL PALL WALL: EAS' SaTH, WEST WALLS - EXi5T1N6 ATE NORTH WALL -METAL CLAD NSULATEC PANEL CELL G- 2 X 4 WASHABLE SUSPENDED CE'LING. ,USDA APcROVED FLOOR SEAMLESS EPDX" BASE: 6' X b" CONCRETE CURB WALL: METAL CLAD INSULATED PANEL CEILING: 2' X 4' 1,1145HABLE SUSPENDED CEILING, USDA APPROVED FLOOR SEAMLESS EPDXY BASE: b' X 6" CONCRETE CURB WALL: METAL CLAD INSULATED PANEL CEILING: EXISTING WASHABLE CEILING ROOM 6 FLOOR SEAMLESS EPDXY BASE: CAULK ALONG BOTTOM OF METAL WALLS PANELS WALL: NORTH 4 EAST WALLS - METAL CLAD INSULATED PANELS SOUTH 4 WEST WALLS - EXISTING CONCRETE CEILING: EXISTING WASHABLE CEILING ROOM T ROOM S ROOM six FLOOR- SEAMLESS EPDXY BASE: NO BASE WALL: NORTH 4 EAST - EXISTING CMU (LEST - EXISTING CONCRETE SOUTH - EXISTING GYP BD. CEILING: EXISTING EXPOSED ROOF STRUCTURE FLOOR SEAMLESS EPDXY BASE: CAULK WALL: METAL CLAD INSULATED WALL PANELS CEILING: METAL CLAD INSULATED CEILNG PANELS FLOOR: EXISITN;s CONRETE BASE: NONE WALL: EXISTING CONCRETE CEILING: EXISTING EXPOSED STRUCTURE DOOR SCHEDULE El: EXISTING 3' X 1' STOREFRAN f DOOR WITH SAFETY GLAZING E2: EXISTING PAIR 3' X 1' STORETRONT DOOR E3: EXISTING 3' X T WOOD DOOR E4: EXISTING 3' X T STOREFRONT DOOR WITH SAFETY GLAZING ES: EXISTING 3' X T HOLLOW METAL DOOR Eb: EXISTING ROLL -UP DOOR L3,4: 3' X T HI- IMPACT DOOR WITH LITE 4 SELF CLOSING 5: 10' X I0' OPENING 18,9,10: SLIDING, INSULATED, METAL CLAD DOOR PAIR 3' X 1' SOLID CORE WOOD DOOR, HOLLOW METAL JAMB, FLUSH BOLT, LATCHSET, 3 PAIR BUTTS F i4yiiiiiiiiiim FREEZER J• 8 1( -5'F) HALL I6 31' -2' COW STORAGE 1 5 1(32'F - 38'F) MIMAIiwiiIMAPI i AVIVAI ii rini D F I - NG( A priF 8' -0' 4■■•■■■■■■■■ 24' -II' 31'-0' 9 si BEEF FABRICATION 3 1 (38'F -50'F) 1 • 4 4 FLOOR PLAN SCALE: 1/8' . 1' -0' 25' -0' 1 12' - 0' X EXISTING WI-IEELCNAIR RAMP 0' I' 4' I4' -0' 23'-0' COOLER (25T-35T) b' - 0• ; j' -m' f 4 DOCK 1 (4'F-'F) FACE OF EX - / GONC. PANE. DOCK Nc3 DOCK Not DOCK I6' 24' 32' 40' SCALE I /8" = 1' -0" 1 BLOCKED TDtY I7'j CmRE�EIVEO JUN 0 5 ?003 • NTER NOTE: FIELD VERIFY ALL DIMENSIONS. IMMONIPI a T -1 06/04/2003 11:35 am WKST4 \CAP \0332S &P \1 -1 _1 -2.dv .4 '+ZE • _ R c . CoM Ste' _ Ci. ' P L C ..E t% LicEir SOLD + Ei ECTR9. !° _ ST s ^; A'R.ABE_ A"s c XTJ€ 5 3 A`' 5U'C4s LIGHTING BUDGET ouaBLF ;.1ATTA{�E STORAGE 3,0835F 15. 154 5 3 EDUCTION: 46586E , 'S. 6.98 S: NALL• 2345E x 08• 18': SF •!OTAL• 8'K'- W„4-TS PRO!'Z2ED W.4T'AGE IA 11JA'15 X '8 FiX't,RES= 8658 WA"7^ -6' SECONDARY CLMERS - O.C. /H ////II/I// mE HIM • r r ' – EXISTMG CEILITJG— NEW METAL CLAD INSULATED CEILMG III' -0" AFF. ? x4 SuSPgCED GE'L NG 111/ ^ 'L FACED 1 :1A541A&LE T'LE. USDA APPROVED CEILING ►EK&T AFF REFLECTED CEILING PLAN SCALE: Ire' • I' -0' 0' 1' 4' 8' 16' 24' 32' 40' SCALE 1/8" • I' -0" NO WORK IN TNIS AREA l:�tv pFE��K� JUN 1 s 201 PERMIT CEN t:oy/7 fel U - di a A' r r 4 – ! I ' 1 ti LI Y W W Q S < o c, W 0 cn v • z 0 1�1 0 w T/1 z J W O a z C E-t i Cr) T- 06/04/2003 11:24 om Wk ST4 `r AD 03 2cg T -! `r -2.dr