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HomeMy WebLinkAboutPP - 444 ANDOVER PARK EAST - TUKWILA FIRE DEPARTMENT 51 - PERMITS AND PLANS (2)444 ANDOVER PARK EAST ASSOCIATED PERMITS 89-F-214 89-5-237 89-121 90-5-013 74-S-1022 D13-100 CITY OF TUKWILA BUILDING PERMIT: (POST WITH INSPECTION CARD' AN,Q PLANS IN A CONSPICUOUS LOCATION) •' Department of.Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433-1849 BUILDING PERMIT NO. DATE ISSUED: (.-)-sel SITE ADDRESS PROJECT NAME/TENANT ASSESSOR ACCOUNT # Fire Station 51 022340-0080-0 _ TYPE OF L) New Building ® Addition U Tenant Improvement (commercial) L) Demolition (building) 0 Grading/FiII WORK: 0 Rack Storage ® Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Ground floor and second floor additions and reroofing. DESCRIPTION BUILDING PERMIT FEE. PLAN CHECK FEE FEES ' AMOUNT RCPT 1 DATE _.1,952.00 1,269.00 BUILDING SURCHARGE ENERGY SURCHARGE OTHER: 3.50 N/B N/A N/A 13-89 6-13-89 6-13-89 PLAN CHECK #89-121 PROJECT, INFORMATION SUITE # 444 Aridover Pk E TOTAL _ 3,224.50 VALU STRUCT1ON - $475,000.00 PROPERTY OWNER ADDRESS City of Tukwila CONTRACTOR ADDRESS 444 Andover Park East, Tukwila, WA 1PHONE Boddlie's Building Construction Inc 2101 South 12th Street,_ Tacoma, _WA_ WA. ST. CONTRACTOR'S LICENSE # BODDIBC293CC ARCHITECT ADDRESS !PHONE 575-4404 IZ I P 98188 Edberg/Christiansen Architects 627-6885 IZIP 98_405 EXP. DATE 2-19-90 PHONE 616 First Avenue, Suite 400, Seattle,_ WA 682-2857 lZIP 98104 USE -0 FLOOR SQUARE FEET occ. LOAD SQUARE FEET OCC. LOAD SQUARE FEET occ. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL TYPE OF CONSTRUCTION: UBC EDITION (year)88 FIRE PROTECTION:®Sprinklers ® Detectors 0 N/A ZONING: C -M BAR/LAND USE CONDITIONS ]Yes 0 N CONDITIONS (other than those noted on or attached to permit/plans): SETBACKS: N - S - E - W - UTILITY PERMITS REQUIRED?0 Yes ®No (Pubfc h works) APPROVED FOR ISSUANCE BY: u \ BUILDING '/l, OFFICIAL C. - i2C) _ ! I hereby certify that 1 have read ahLI examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constru ion or the performance or work. I am authorized to sign for and obtain this building permit. SIGNATURE: o / ,C',t<<'RV "DATE: I 17 PRINT NAME: 63 `C 0p r' L , Aferzsi L -L COMPANY: (?. €/ J f / C.{_ A c< / 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. CERTIFICATE OF OCCUPANCY NO. DATE: -. DATE ISSUED: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor Plan Check #89-121: Fire Station No. 51 444 Andover Pk E THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER__57139,__. 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296-4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872-6363). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 8. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3 as specified in Chapter 23 of the Uniform Building Code. 9. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 10. Approved shop drawings for prefabricated plywood web joists shall be on site and available to the building inspector for inspection purposes. These documents shall bear the seal of the manufacturer's design engineer, and the signed approval of the engineer of record. Fire Station No. 51 Plan Check #89-121 Page 2 11. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the +ire performance rating thereof. 12. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington Stae Regulations for Barrier Free Facility (1989 Edition). 13. Provide for roof over flow drains per Uniform Building Code Section 3207 (c). 14° Validity of Permit. The issuance or granting of this 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 this code or of any other regulation or ordinance of this jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Fire Department Review Control Number 89-121 Gary L. VanDusen, Mayor August 2, 1989 Re: Tukwila Fire Station #51 - 444 Andover Park East Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. EXIT signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4". (UFC 12.114a & 12.114b) 2. All modifications to sprinkler systems shall have the written approval of the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141) (NFPA 13, 1-9.1) (UFC 10.307) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4-1.1.1) (UFC 10.302) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1-10.2) (UFC 10.307) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Page number 2 Gary L. VanDusen, Mayor 3. A fire alarm system is required to be installed and functionally tested. (UFC 10.301) Smoke detectors shall be installed in the corridor systems on the first and second floors. Local UL Central Station supervision is required. (City Ordinance #1327) All modifications to fire alarm systems shall have the written approval of the Tukwila Fire Department. No work shall commence without approved drawings. (City Ordinance #1327) (UFC 10.301) 4. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) (UFC 10.104) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 10-22) (UFC 10.104) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (UGC 10.104) 5. All wall and ceiling materials constructed of wood, shall be fire retardant treated. (UFC 10.401) When fire dampers are required to maintain fire resistance of construction, fire dampers shall comply with the requirements of UBC Standard 43-7. (UFC 10 401) All interior wall covering materials shall be fire -resistive or shall be treated to be fire -resistive, so as to result in a flame -spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) r -4_ • - City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Page number 3 Gary L. VanDusen, Mayor All wall and ceiling materials constructed of wood, shall be fire retardant treated. (UFC 10.401) Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd P15 ,?tG q D -r1/I5 L e rr./' t _T ©o Es Aro T /Y/4V fl? a QJe -rY,5 6 F Fi°411,4 o rms 65''s .4°6e Nick- o R F/ I1I92swim J } BUILDING PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433-1849 BUILDING PERMIT NO. 57J1--1 DATE ISSUED: SITE ADDRESS: 444 Andover Pk E SUITE NO.: PROJECT: Fire Station No. 51 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE DATE APPIjOV INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 433-1849 433-1849 11/,21( al , isl 6 t 715 r/,& _. 1 7 t X 2 Foundation X 3 Slab and/or Slab Insulation 433-1849,z/ / l75 �6 i! l12i jct X 4 Shear Wall Nailing 433-1849 X 5 Roof Sheathing Nailing 433-1849 /y/!g/X / 7 g 6 Masonry Chimney 433-1849 X 7 Framing 433-1849 3�5! �� iaisiff j i �/�� i/ , �� /q, X 8 Insulation 433-1849 //04' G, 77 2 �� X 9 Suspended Ceiling 433-1849 j/. / o .6 X 10 Wall Board Fastening 433-1849 j5 ,G ie.) /02/?_/t) 2/N //S/'PO X 11 Structural observatin per U.B.C. Sec. 306 (f) 433-1849 J-/8`-9�r, / 12 13 X 14 FIRE FINAL Insp: 575-4404 90 . X 15 PLANNING FINAL ?R50:11, 433-1849, X 16 PU�IC WORKS FINAL Nw5STAN../t 433-0179 -nR►G J /90 °, /t• X 17 BUILDING FINAL 433-184954 /90 ,L, SFu)Y Sys -7. (INSPECTOR COMMENT SECTION ON REVERSE) wKt Kos r 40 INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296-4732 Electrical — Washington State Department of Labor and Industries — 872-6363 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 433-1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 04/28/BG DATE OMMENTS ................. COMMENTS J. . • • . 64a--( S- Gi. / A .2 4 i " 4.'fr 41 /I I d / i 0 dift el- , / c2- l'A, 04C 0 0, d C/ k - , Nat5 / ‘ MI , AP 2.1 6k ' , 102Q i Jcr Ali i '4 • 4 6 frig, 14 i / c- ,w ev.? ,. 61")1 r */ c; wa, 71! r , • /•'.:in Z ' (.#0 4//,'", t I -..;--/. NI (1 Go 4L 2J le4 7" e:c..) 2_ , ' (_, ei f AEI $7W s (,e i u hi ke a, oic 2o ioc)", , A.: )I14 • ,ei 7--g*-7/i - • Ma t /17 0 06 /a ®/ /92- 0 a --der 0' ea -w5 64 _ - clei-l'olA-- , ..„ dre, • e) -r-- ..) 1-7e-pri ,.40 , 1/5* 402'1-f - ' r2Z tee.' ,,i, 61 cPked d •/ ei- - - e 0 6iii ci-srv.vee, ,&146 dovieei,,e,„e., en/ .• '---45.z.v,,a,,, .2-.26"41111.MINIII„d - , -.: / ./ s Ne9 6k4e0 2/Z i/- et9-u-e4 Yid' — - ./ - -/ F4'4/ 1 020 0'141- a? Z' 0 4/ e -• / - / , . 45- 02-ame, 04/07/89 CITY OF TUKWILA INSPECTI ( _ .,edIREMENTS Building and Mechanical Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433-1849 Inspections required for building and mechanical permits are obtained by con- tacting the appropriate department as designated on the inspection card. A request must be made at least 24 hours in advance by calling the phone number listed next to the desired inspection. You should have the following infor- mation available when calling in your request: •Permit Number •Type of Inspection •Site Address/Suite # •Project Name A pre -construction meeting may be scheduled prior to starting the job by con- tacting the Building Division at 433-1849. Although this is not required for all construction, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. General Information/Requirements • All permits, inspection cards and plans shall be posted conspicuously in the same location, protected from weather or damage from construction work. • Work (including demolition) shall not start until the required permits are ., issued, unless otherwise formally approved by the Building Official. • Work shall not be done on any part of the building or structure beyond the point indicated on each successive inspection without first obtaining the approval of the building official or his agents. Such approval shall be given only after an inspection has been made on each successive step as spe- cified on the inspection record. • Unauthorized occupancy and/or use of the structure or remodeled area shall not occur until the Building Inspector completes the "Building Final" sign - off inspection. • No changes shall be made to the approved plans without approval of the Architect/Engineer and the Tukwila Building Division. • Special inspections will be required as specified in Section 306 of the Uniform Building Code as follows: 1. Concrete 2. Ductile moment -resisting concrete frame 3. Reinforcing steel and prestressing steel 4. Welding 5. High-strength bolting 6. Structural masonry 7. Reinforced gypsum concrete 8. Insulating concrete fill 9. Spray -applied fireproofing 10. Piling, drilled piers 11. Special grading, excavation and filling 12. Special cases (work which, in the opinion of the building official, involves unusual hazards or conditions) • When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Department of appointment of the inspecting agency. Copies of all special inspection reports , signed by the inspector, shall be submitted to the Building Division in a timely manner. Reports shall contain address and permit number of project being inspected. • All structural welding is to be done by a W.A.B.O. certified welder. • A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (example may be obtained from the Building Division if it is not attached to permit). ' Verification that proper setbacks are maintained from property lines is the responsibility of the permit holder. Building Permit Inspections 1. Footing -"When survey stakes and forms are set and rebar is tied ir`place. 2. Foundation - When forms and rebar are in place. 3. Slab - If structural slab or if underslab insulation is required. 4. Shearwall Nailing - Prior to cover. 5. Roof Sheathing Nailing - Prior to cover. 6. Masonry Chimney - Approximately midpoint. 7. Framing - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. Insulation - Baffels must be installed to keep attic ventilation points clear. 9. Suspended Ceiling - Fasten diffusers, lights and seismic bracing. 10. Wall Board Fastening - Prior to taping (see UBC Ch. 47 and Table 47G). 11. Final Fire Inspection - Contact Fire Department for their requirements. (575-4404). 12. Final Planning Inspection (if applicable) - Contact Planning Division for their requirements (433-1849). 13. Final Public Works Inspection (if applicable) - Contact Public Works Department for their requirements (433-0179). 14. Final Building Inspection - When all work, corrections, reports and other inspections are complete. If demolition work is to occur check with the Building Division to determine if a pre -inspection is required. Note: Additional fees may be charged for reinspection. Mechanical Permit Inspections 1. Rough -in of vents, ducts and equipment. 2. Final Fire Inspection (if applicable) - Contact the their requirements (575-4404). Fire Department for 3. Final Planning Inspection (if applicable) - Contact the Planning Division for their requirements (433-1849). 4. Final Mechanical Inspection - When all work, corrections, reports and other inspections are complete. Note: Additional fees may be charged for reinspection. Additional Departments/Agencies 1. Plumbing permits/inspections (including gas piping) King County Health Department (296-4732). 2. Electrical permits/inspections are obtained through Division of Labor and Industries (872-6363). are obtained through Washington State 3. Mechanical permits/inspections requires a separate permit that through the Building Division (433-1849). is obtained 4. Fire protection system plan review/inspections are obtained through the Tukwila Fire Department (575-4404). 5. Utility permits/inspections are obtained through the Public Works Department/Building Division (433-1851). 6. Landscaping, parking, signs and land use inspections are obtained through the Tukwila Planning Division (433-1849). If you should have any questions or need additional information contact the Department of Community Development, Building Division, at 433-1849. CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433-1849 MECHANICAL PERMIT (POST WITH PLANS IN A CONSPICUOUS LOCATION) MECHANICAL PERMIT NO. O QD , (Y) DATE ISSUED: FEES AMOUNT RECEIPT #- DATE Basic Permit FeQ`' Units) fes Plan Cheat Fee Other: TOTAL tis 63 Plan Check Reference # 89-053-M PROPERTY OWNER: City of Tukwila 1,4i I hereby certify that I have read and e a fined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this mechanical permit. PHONE: 575-4404 SITE ADDRESS: 444 Andover Pk E 444 Andover Park East, Tukwila, WA SUITE NO. PROJECT NAME/T NANT: Fire St t' l Corby, Inc. VALUE OF WORK: $_475,000 nn TYPE OF WORK: X New/Addition l ) Modifications ( ) Repair Other: DESCRIPTION OF WORK: Gas fired AC units. WA. ST. CONTRACTOR'S LICENSE NO, CORBY**2620S EXPIRATION DATE: 6/90 PROPERTY OWNER: City of Tukwila 1,4i I hereby certify that I have read and e a fined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this mechanical permit. PHONE: 575-4404 ADDRESS: 444 Andover Park East, Tukwila, WA IZIP:98188 CONTRACTOR: Corby, Inc. PHONE: 646-3471 ADDRESS: 1471 127th Place N . E . , Bellevue, WA ZIP: 98005 WA. ST. CONTRACTOR'S LICENSE NO, CORBY**2620S EXPIRATION DATE: 6/90 COCO COMPLIANCE UMC EDITION (YEAR FIRE PROTECTION: ( )Sprinklers C )Detectors CX) N/A 1988 CONDITIONS !other than noted on or attached to permit/plans): APPROVED FOR J BUILDING ISSUANCE BY: 26eA'f��.�. /1,t �,.�, OFFICIAL ,. y DATE: C % 1 - J 7 1,4i I hereby certify that I have read and e a fined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this mechanical permit. SIGNATURE:. -c 1 c L /211. ( Ili' .,z , — DATE: /- l'A` %) PRINT NAME: Drl1/0.7 /17. roc) ,)>�' /2 COMPANY: C___- CC-i'/J(/ .7 'Lc i rl� tl n DATE(S) REQUIRED INSPECTIONS PHONE NO. APPROVED INSPECTOR Xl3RECTION NOTICE ISSUED 1 - Rough-inNents/Ducts 433-1849 fie) 575-4404 DATE 2 - Fire Final 3 - Planning Final 433-1849 4- 5 Mechanical 433-1849 57/4--c#o a /�,�s OTHER AGENCIES: Plumbing/Gas Piping King County Health Department (296-4732) Electrical - Washington State Department of Labor and Industries 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. dr/f, 446,44,_,;; xAC-2_ 00ep-,4076 C.4-vh 7 v ColreV/ GAS PIPt»(G PERMIT SEATTLE -KING COUNTY DEPARTMENT OF 9UBLIC HEALTH ENVIRONMENTAL HEALTH SERVICES PERMIT NO. G DATE PERMIT TO INSTALL/ALTER GAS PIPING AT GAS PIPING OUTLETS NO. COST MINIMUM PERMIT FEE FIRST 1 TO 4 FIXTURES OVER 4 FIXTURES -EACH FURNACE RANGE WATER HEATER CONVERSION BURNER WALL HEATER SPACE HEATER UNIT HEATER BOILER CLOTHES DRYER REFRIGERATION BROILER DEEP FAT FRYER GAS LIGHT GRIDDLE OTHER PERMIT COST Owner Ins -alter By DIRECTOR OF PUBLIC HEALTH per SPECIAL NOTICE TO OWNER AND CONTRACTOR WORK MUST NOT BE COVERED UNTIL INSPECTED AND APPROVED BY INSPECTOR DO NOT ACCEPT WORK WITHOUT HEALTH DEPARTMENT APPROVAL REMARKS SPECIAL PERMITS WILL BE GIVEN ONLY WHEN IN THE JUDGMENT OF THE INSPECTOR CONDITIONS JUSTIFY THEIR ISSUANCE./ / Roughing In Date has'I ` 9Qinai BY Date DO NOT ALTER OR DEFACE THIS PERMIT INSPECTOR CS 13.12.14 PLUMBING PERMIT SEATTLE -KING COUNTY DEPARTMENT OF PUBLIC HEALTH ENVIRONMENTAL HEALTH SERVICES Date PERMIT No. PERMIT to Install Plumbing and/or Lawn Sprinkler System at PLUMBING FIXTURES NO. COST Minimum Permit Fee Water Closets Bath Tubs 3/or Showers Wash Basins Sinks Dish Wash. Machines Elec. Hot Water Tanks Floor Drains Ldry. Washers or Trays Urinals Rain Leaders Atmos. Vac. Breakers Pressure Vac. Break. Red. Pressure Device Bldg. Drain Ext. Indirect Drains Sumps Misc. TOTAL FIXTURES TOTAL PERMIT COST Owner Plumber By DIRECTOR OF PUBLIC HEALTH per IMPORTANT NOTICE — Work Must Not Be Covered Until Inspected And Approved By Inspector. Do Not Accept Work Without Health Department Approval. i This Permit expires 12 months from date of issue if work is not started within that period of time. All work must conform to requirements of the King County Plumbing Resolution, Seattle Oty Plumbing Ordinance. REMARKS AND CORR T ONS v U 0/G` i/—/'S —f 7 �S C-4104010-Mis'' Pq 54.7 Roughing In O I'- Date Date 3 / ` Final OX - Plumbing approval does NOT cover side sewer inspeption. By Inspector DO NOT ALTER OR DEFACE THIS PERMIT 9 w� r� 1 ,3 4 CS 13.12.14 Date PLUMBING PERMIT - SEATTLE -KING COUNTY 9EPARTMENT OF PUBLIC HEALTH ENVIRONMENTAL HEALTH SERVICES PERMI ' i. 149838 PERMIT to Install Plumbing and/or Lawn Sprinkler System at • PLUMBING FIXTURES NO. COST Minimum Permit Fee Water Closets Bath Tubs &/or Showers Wash Basins Sinks Dish Wash. Machines Elec. Hot Water Tanks Floor Drains Ldry. Washers or Trays Urinals Rain Leaders Atmos. Vac. Breakers Pressure Vac. Break. Red. Pressure Device Bldg. Drain Ext. Indirect Drains Sumps Misc. TOTAL FIXTURES TOTAL PERMIT COST Owner Plumber By DIRECTOR OF PUBLIC HEALTH per IMPORTANT NOTICE — Work Must Not Be Covered Until Inspected And Approved By Inspector. Do Not Accept Work Without Health Department Approval. This Permit expires 12 months from date of issue if work is not started within that period d time. All work must conform to requirements of the King County Plumbing Resolution, Seattle City Plumbing Ordinance. REMARKS AND CORRECTIONS Roughing In 6, Date Plumbing approval does NOT cover side sewer inspection. By DO NOT ALTER OR DEFPREvEImitiii.. .` 66, Department of Labor & Industrie* ELECTRICAL INSPECTION SECTION TODAY'S DATE /c, /0, 85 READY NOW WILL CAU. DATE READY '1/6/ ELECTRICAL CONTRACTOR JOB WIRED BY:EJ OWNER TELEPHONE NUMBER ,(5`f 6 - eYY ELECTRICAL CONTRACTOR'S NAME UCENSE NUMBER $ t C f d c 'I/'1 au PREMISES v K W' u NAME F( a, c /i'Ii d A 13 ) 1 PURCHASER'S MAILING ADDRESS P_o. vx 3 3 5 9 Cnv S lfi`TLe', POWEjl COMPANY STATE ZIP tA) INSTALLATION DESCRIPTION (200 AMP SERVICE. FEEDER. HEAT PUMP WIRING ETC.) L ' 6 4-? O 1J FACILITY DESCRIPTOR (RESIDENCE. NURSING HOME. ETC.) F -'(2-t-'"57 7-7 ADDRESS OF INSPECTION y 1/ kiv 0c3ve-2_ G/a-24%. 04'5'� CITY KWIC, L4 -- COUNTY W1C,L¢- COUNTY rNa 1 HEREBY CERTIFY THAT 1 AM THE OWNER (OR AUTHORIZED AGENT) OF THE ABOVE NAMED PROPERTY OR A LICENSED ELECTRICAL CONTRACTOR (OR THE FIRM'S AUTHORIZED AGENT) AND AM MAKING THE ELECTRICAL INSTALLATION OR ALTERATION IN COMPLIANCE 1MTN THE ELECTRICAL LAW. CHAPTER 19.2 CW. SIGNATURE (0 ADMI STRATOR) 583826 ELECTRICAL WORK PERMIT PLEASE DRAW MAP BELOW FROM THE NEAREST MAIN STREET OR HIGHWAY 5712,444) t'vb n FIRe Ln 57300k/11/ AMPERAGE OR NUMBER OF UNITS FEE RESIDENTIAL SERVICE CIRCUITS NEW/ALTERED TEMPORARY SERVICE MOBILE HOME OMMERCIAL / INDUSTRI -?-ed ) o .' MULTI FAMILY OTHER TOTAL /-Q, 00 THIS PERMIT EXPIRES ONE (1) YEAR FROM DATE OF ISSUE F500-001-000 ELECTRICAL WORK PERMIT 1-87 •1028• 400 3 WHITE—INSPECTOR CANARY—AUDIT PINK—CUSTOMER I HOOPER ELECTRIC CO. i Labor and Industries Electrical Section INSPECTION REPORT TO ELECTRICAL SERVING UTILITY: THE ELECTRICAL INSTALLATION IDENTIFIED BELOW HAS BEEN INSPECTED IN ACCORDANCE WITH RCW 19.28.210 AND IS APPROVED FOR SERVICE CONNECTION. PREMISES OWNER / ./� f/, G.. z iAor- } }.f... _ ,1,--...,, S..f'c.: F'! / PERMIT NUMBER ��, ('.` "Z Com,.% _/ ELECTRICAL CONT/ACT OR V�(�'�j�� A PROVED FOR COVER (bite) 1 (Initial) PR(T%USES ADDR,E�SS'�y� / / �j ;✓L i APPRROV D FOR SERVICE (Date) (Initial) CITY r)• IV• If APPROVED _FINAL INSPECTION (Date) (Initial) AREAS NOT INSPECTED OR APPROVED: Unfinished Basement I I Garage/Pump House f 1 Unfinished Upstairs ELECTRICAL It.,ISPECTOR l . ,/ ' -V,.4.4 `' -y-- .a-��. 01" A (A" NOTES r ;t . •. f ..�`` ,: i—t.0 q �( � '{ _ Labor and Industries Electrical Section INSPECTION REPORT TO ELECTRICAL SERVING (UTILITY: THE ELECTRICAL INSTALLATION IDENTIFIED BELOW HAS BEEN INSPECTED IN ACCORDANCE WITH RCW 19.28.210 AND IS APPROVED FOR SERVICE CONNECTION. PREMISES OWNER.. -'`PERMIT NUMBER ,r - (..i / l A171 pr ii`' ( v F `)ZILL5/ ,i .i (�J. J�_w'd C_:9 ELECTRICAL CONTRACTOR ! APP.ROVED FOR COVER (Date) (Initial) PREMISES ADDRESS APPROVED FOR SERVICE (Date) (Initial) CITY 71) k w 77_. A-, APPROVED—FINAL INSPECTION (Dale) (Mitiap cN ./, 1 ``,� AREAS NOT INSPECTED OR APPROVED: ❑ Unfinished Basement ( I Garage/Pump House ❑ Unfinished Upstairs%)1U-_LG(S- 1' k (=t) ELECTRICAL INSPECTOR ;',-*y'' •t. / .,'"el 'r )e'yz, r (L , 5V3,7-. a i...- ., r A^ n A NOTES //2 F7% -a a 6 C-frii TT r f Zr✓4'C.;.) n 14- Dept. of Labor & Industries' Electrical Inspection[ Section ICJ NOT Job name Owner rliallit— Locatio //[[ //��,,,�``� it Q Elec Kcal nspcctor • tee;, Inspection Date A PROGRESSIVE INSPECTION • REPORT ©uiccn 0�3 D�gifL30�9 If Vey >�l 30 lectrical ontractor hP ,G City Arca, Building or Equipment Inspected eemeoak Act 1c ewe ..of- ea 3Z, 4 aux.50 ace -‘i &A-717# Akre So ever cboc Ue Lv— $ Get" /N Ner+w Cope / 3-29 - fb D/e o jL z Cozic. el� 7n �XCL ic,5117kr- 'Atrep6,- Action Taken e 77 14 lectrtca Ins for ®.L Ceriax- 0-k ro-rt_ etrileA__ &/C per, LerU 0/.6 Aeox. i:&, 9 L Z4 Lea,. uez✓ 6xc.mar s�usuJ`� ro va c/d►J W 0200a $erm _ OM) 6 Elate bn. Jim Ort /t6g i/• 4-6 O. 5isrliaer MOMMM sr* F500-075-000 progressive inspection report Page of INSPECTION RECORD Retain a copy with permit INSP CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project. ' v l /� e...t�',a1 S Type •gi {nspectior� t�----\ NiA .1311 , 11e) . /.6 Add [21.4 AiLiti Date Called: Special Instructions: Date Wanted:. a.mL. p.m. Requester: Phone No: & Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ci__ } AA / Dated _1 'Cit'k il(-.)-P it\-e.r-AJC:1— & C\ Are 13,X� Inspe tor: ci__ } AA / Dated _1 v V 1 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. City of Tukwila INSPECTION RECORD Building, Planning Inspection Request Line — 206-431-2451 Fire Department Inspection Request Line — 206-5754407 Public Works Inspection Request Line — 206-433-0179 trtOO SPECIAL INSPECTIONS — NOTIFY CITY 24 HRS PRIOR TO COMMENCING* - 206-431-2451 *A final letter from the Special Inspection Test Lab shall be required upon completion of Special Inspections noted above. PUBLIC WORKS INSPECTIONS - 206-433-0179 4000 SI — Concrete C1. itit ca— vi/ /_i 4004 SI — Welding (required before plantings) 4005 SI — High strength bolting V Landscaping c )1 4-1-q 4022 SI — Masonry Level 1 1210 Parking Public Works Final - 206-433-0179 4023 SI — Masonry Level 2 1800 Mechanical Final *A final letter from the Special Inspection Test Lab shall be required upon completion of Special Inspections noted above. PUBLIC WORKS INSPECTIONS - 206-433-0179 FIRE INSPECTIONS - 206-575-4407 5000 Curb cut, access, sidewalk C1. itit ca— vi/ /_i 5010 Channelization, striping (required before plantings) 5020 Fire loop hydrant Landscaping Sign Final 5030 Flood Zone Control 1210 Parking Public Works Final - 206-433-0179 5040 Land altering 1800 Mechanical Final 5050 Hauling, moving oversized load 1900 Plumbing Final 5060 Landscape irrigation 2000 5070 Sanitary side sewer 5080 Sewer main extension r --' 5090 Storm drainage Building Final* e ----t ' �1 '' 3 5100 Street use 5110 Water main extension 5120 Water meter — exempt 5130 Water meter — permanent 5140 Water meter — temporary 5160 Public Works pre -inspection 5170 Backflow — irrigation 5180 Backflow — fire 5190 Backflow — water 5200 Erosion measures — install 5210 Erosion measures — final stabilization 5220 Grease interceptor 5230 Paving, pavement restoration 5240 Traffic signal 5250 Illumination FIRE INSPECTIONS - 206-575-4407 PLANNING INSPECTIONS - 206-431-2451 6000 Sprinklers C1. itit ca— vi/ /_i 6005 Sprinkler Cover (required before plantings) 6010 Fire Alarm Landscaping Sign Final 6020 Hood and Duct 1210 Parking Public Works Final - 206-433-0179 6030 Halon 1800 Mechanical Final 6040 Monitor 1900 Plumbing Final 6050 Smoke Dampers PLANNING INSPECTIONS - 206-431-2451 FINAL INSPECTIONS - 206-431-2451 1220 Exterior finishes (material and colors) required after framing but before starting any exterior work C1. itit ca— vi/ /_i 1230 Soils inspection (required before plantings) 1200 Landscaping Sign Final 1210 Parking Public Works Final - 206-433-0179 FINAL INSPECTIONS - 206-431-2451 ALL REQUIRED FINAL INSPECTIONS MUST BE APPROVED PRIOR TO SCHEDULING A FINAL INSPECTION (1700) BY BUILDING DIVISION. H:\Permits PIus\ICC Changes\Inspection Card - building permits (10-2011).docx bh 1400 Fire Final - 206-575-4407 C1. itit ca— vi/ /_i 1500 Planning Final 1510 Sign Final 1600 Public Works Final - 206-433-0179 1800 Mechanical Final 1900 Plumbing Final 2000 Gas Piping Final 2100 Electrical Final r --' y 1700 Building Final* e ----t ' �1 '' 3 l /' ALL REQUIRED FINAL INSPECTIONS MUST BE APPROVED PRIOR TO SCHEDULING A FINAL INSPECTION (1700) BY BUILDING DIVISION. H:\Permits PIus\ICC Changes\Inspection Card - building permits (10-2011).docx bh City of Tukwila INSPECTION RECORD Building, Planning Inspection Request Line — 206-431-2451 Fire Department Inspection Request Line — 206-575-4407 Public Works Inspection Request Line — 206-433-0179 PERMIT NO.: IOD 24 hours in advance notice is required to schedule, cancel, or reschedule inspections. 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 to the inspector until final inspection approval is granted. Req'd Insp Inspection Type Status lnsp Date Comments Code Foundation Wall Initials MISCELLANEOUS INSPECTIONS - 206-431-2451 0101 Pre-construction/Pre-demolition 0103 Pre-reroof 0104 Remove Stop Work Order FOUNDATION INSPECTIONS - 206-431-2451 FRAMING INSPECTIONS - 206-431-2451 0201 Footing 0200 Foundation Wall 0301 Concrete slab perimeter insulation 0202 Footing drains FRAMING INSPECTIONS - 206-431-2451 "Framing inspection approval is subject to the installation of adequate weather protection for products sensitive to adverse weather. LATH OR GYPSUM BOARD INSPECTIONS - 206-431-2451 0502 Lath and gypsum board fastening (shear walls or fire rated assemblies only) ENERGY EFFICIENCY INSPECTIONS - 206-431-2451 0401 Roof sheathing 0412 Underfloor framing 0413 Wall sheathing/shear 0406 Suspended ceiling 0409 Framing** 0606 Glazing 0410 Lowest floor elevation 0450 Fire and smoke -resistant penetrations "Framing inspection approval is subject to the installation of adequate weather protection for products sensitive to adverse weather. LATH OR GYPSUM BOARD INSPECTIONS - 206-431-2451 0502 Lath and gypsum board fastening (shear walls or fire rated assemblies only) ENERGY EFFICIENCY INSPECTIONS - 206-431-2451 MECHANICAL INSPECTIONS - 206-431-2451 0601 Wall insulation 0602 Floor insulation 0603 Roof/ceiling insulation 0608 Pipe insulation 0611 Emergency Lighting 0610 Energy efficiency certificate MECHANICAL INSPECTIONS - 206-431-2451 ELECTRICAL INSPECTIONS - 206-431-2451 7001 Underground/slab 7002 Service 7003 Rough-in/cover PLUMBING INSPECTIONS - 206-431-2451 8004 Ground work 8005 Rough -in plumbing GAS PIPING INSPECTIONS - 206.431-2451 9001 Underground 9002 Rough -in gas piping H:\Permits PIus\ICC Changes\Inspection Card - building permits (10-2011).docx 0701 Rough -in mechanical 0702 Smoke detector shut-off (test) 0609 Duct insulation 0704 Smoke control acceptance (test) 0705 Refrigeration equipment (test) 0708 Gas fireplace insert or wood stove ELECTRICAL INSPECTIONS - 206-431-2451 7001 Underground/slab 7002 Service 7003 Rough-in/cover PLUMBING INSPECTIONS - 206-431-2451 8004 Ground work 8005 Rough -in plumbing GAS PIPING INSPECTIONS - 206.431-2451 9001 Underground 9002 Rough -in gas piping H:\Permits PIus\ICC Changes\Inspection Card - building permits (10-2011).docx City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 0223400080 Address: 444 ANDOVER PK E TUKW Suite No: Project Name: CITY OF TUKWILA - FIRE STATION 51 Permit Number: D13-100 Issue Date: 03/28/2013 Permit Expires On: 09/24/2013 Owner: Name: TUICWILA CITY OF Address: 6200 SOUTHCENTER BLVD , TUICWILA WA 98188 Contact Person: Name: DON TOMASO Address: 444 ANDOVER PK E , TUKWILA WA 98188 Contractor: Name: CEDAR RECYCLING INC Address: 411 W VALLEY HWY S , PACIFIC WA 98047 Contractor License No: CEDARRI981CM Lender: Name: Address: Phone: 206-971-8723 Phone: 253 804-0404 Expiration Date: 02/18/2014 DESCRIPTION OF WORK: INSTALL (8) BAYS OF PALLET RACK PER PLANS Value of Construction: $0.00 Type of Fire Protection: SPRINKLERS Type of Construction: Electrical Service Provided by: PUGET SOUND ENERGY Fees Collected: $306.95 International Building Code Edition: 2009 Occupancy per IBC: **continued on next page** doc: IBC -7/10 D13-100 Printed: 03-28-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non -Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: �.� Date: � Z. lk11 Print Name: D0 l t v 4 S b 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. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. 5: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections doc: IBC -7/10 D13-100 Printed: 03-28-2013 shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building, Oode or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IBC -7/10 D13-100 Printed: 03-28-2013 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project:,--‘ ` T _ — A �' I Ip'C'i i -lir Type sp^elction: S-) ; k `r - � :4 'nii1 Addresss: y(�PtivoLe Date Called: Special Instructions: Date Wanted:. a.m. Requester: Phone No: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: (4 DAL11 K)=i ,\JA -1 L— M e '- Arc -Lit Inspect Datyt REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. QNFIRM ION#: Phone: (425) 881-5812 FAX: (425) 881-5441 driu6, flitE 1,6 IA <:'• < a --a yf )Li, .UI ILGiJ1� ncs- ID() TIME: 1 TEMP: Pl(punchers s*(D 1G 34\1\ &in Jf V )(45/1" Ctbo4S14invirci OA -VS dit 'PDLO& Rtgle4 /td'` X r i pIL211'X'UrYi . rl fibA - vwmt 0-f- a4-- )0041.61/5.7i-n(qtkp 1,0as tu)001'10v-ter' wiAPAAtk /5 9 i s ouj4 Ifiit -E-1 )114: Ai, >i• S. \ 11 uOtDdi, t 3G S P ylnplfte 1.1A Co YVWA 1Wf v/ Appyvv0pI4IAs, vo kOCfUk&S kroQ i }l St2 5o, --3t7 4 a[18. Al( a ys 11n ri SAPIrt 1 jO(&u S LD IV c efiri�� ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CUENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING IS STRICTLY FORBIDDEN. Field Report Report #: 57432 A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client: Rusty Rack Guys 411 W. Valley Hwy. S. Pacific, WA 98047-1302 Contact: Matt Prevost Project Number: 13-240 Permit #: D13-100 Project Name: Tukwila Fire Department Address: 444 Andover Park E. Inspection Performed: Proprietary Anchors Date: 4/1/2013 Time: Temperature: Verified anchors to be Simpson Strong Bolt 1/2" x 4 3/4" at un -shimmed plates and Power Stud + SD1 1/2" x 7" at shimmed plates. Verified minimum embedment of 3 1/4" at all locations. Torque was tested with calibrated wrench #132C and was found meeting the 60 ft./lb. (Simpson) and 40 ft./Ib. (Powers) requirements. All work was completed in conformance with approved plans, manufacturer's recommendations and ESR #'s 3037 and 2818. All areas noted on sheet 1 of plans was inspected at this time. Distribution: Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner Q Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Chandler, Loren Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: I 7--( k'�1 �^ to �'l� Fire Alarm: Typ oof Inspection: (V►� Address: /(i (( klioDou ti- Suite #: v k. Contact Person: Special Instructions: Phone No.: x Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ti Date: L// /./.,A, Hrs.: r cJ- a $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 BY OHANIAN DATE .3-17-13 SUBJECT RAdK DEOI(N & EN6INEERIN( d0. 412 WEST BROADWAY, SUITE #204 dLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 1 JOB NO. RD -16611 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: TUKWILA FIRE DEPARTMENT 444 ANDOVER PARK EAST TUKWILA, WA. 98188 PER IBC 2009 EDITION SECTION 2208 STORAGE RACKS CAPACITY: 1500 # / LEVEL CALCS. 1 THRU 5 48ret EXPIRES 12-26-13 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 7 2013 City of Tukwila BUILDING DIVISION t1O 0 Crigtv RECEIVED CITY OF TUKWILA ;;A:1 2 5 2013 PERMIT CENTER BY "G. OHANIAN DATE 3-17-13 SUBJECT RACK DEIN & EN(INEERIN( CO. 412 WEST BROADWAY, SUITE #204 CiLENDALE, CIA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 2 JOB NO.. RD -16611 120" & 144" LONG BEAMS LOAD PER BEAM + 25% IMPACT LOAD (1.5 Kx.88)+(0.8 KX.25) = 1.5= 0.8 K Ix =2.66 2 2 BEAMS o Sx=1.27 M= 8 =14"K Fy =55 KSI. SR= .41<1.27 2 3/4" 0- 5xwL4 =.37"< L =.80" 384.1x .E 180 84", 96" & 105" LONG BEAMS LOAD PER BEAM + 25% IMPACT LOAD =1.95 (1.5Kx.88)+(0.8Kx.25) = 1.5= 0.8K Ix BEAMS K _ _ x OSx M= 82 = 11 "K Fy=55KSI. SR=.32<1.27 SEISMIC DESIGN S pg XI v-_ Rx1.4 xW L E _ •37"< 180 = .58" 384.1x IBC 2009 (SEC. 2208), RMI SPECS. ASCE 7-05 (SEC. 15.5.3) S DS =0.94 (USGS WEB SITE, "SITE CLASS D") 1=1 NO PUBLIC ACCESS R=6 MOM. CONN. R=4 BRACED W=D.L.+ 3 PALLET LOAD LOAD PER COL. = 2x1.5K -1.5K 2 ca. P=.2 DL+ (1.5Kx0.75)=1.3K W=.2DL+ (1.51,K2(0.67)= 1.2 K \ LONGIT. .13 K V = .20K TRANS. onterminous 48 States 2009 International Building Code Latitude = 47.451785 Longitude = -122.25005299999998 Spectral Response Accelerations SMs and SMI SMs = Fax Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.518 Period Sa (sec) (g) 0.2 1.410 (SMs, Site Class 0) 1.0 0.732 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 47.451785 Longitude = -122.25005299999998 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class 0 - Fa = 1.0 ,Fv = 1.518 Period Sa (sec) (g) 0.2 0.940 (SDs, Site Class D) 1.0 0.488 (SDI, Site Class D) LONGIT. SEISMIC .13 K 0 1.2"K 3.2"K 1.2"K BY 'G. OHANIAN DATE 3-17-13 SUBJECT RACK DEIN & EN(4INEERIN(t CO. 412 WET BROADWAY, pUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 3 JOB NO.. RD -16611 COLUMN ANALYSIS COLUMN AT TYPES "A", "E" & "F" COMBINED STRESS RATIO Pex (2 = 22.0 KL)ax=1 Pex = .89 Fy=55 KsI Ae=.43 I x=.54 S8=.4 rx=1.1 ry=0.6 Qc=1.8 Qb=1.67 Cmx=.85 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .13 K KL=50x1.7 _76 rx 1.1 KL _ 52 _83 ry - •0.6 - Mn=Se .Fy= 20 f2c.P + C2b.Cmx.M = .43<1 Pn Mn.ax (1)-1/2"0 ANCHOR PER BASE PL., 3 1/4" EMB. SIMPSON STRONG BOLT 2 ESR -3037 SPECIAL INSPECTION IS REQUIRED COLUMN AT TYPES "B", "C" & "D" 3" t=.070" COMBINED STRESS RATIO Pex= r2E.I2 = 38.0 ax=1 PCP =.94 x BASE PLATE ANCH. TENSION = 0 Fy=55 Ks1 Ae=.62 I x=.95 Se=.6 rx=1.2 ry=1.1 Oc=1.8 Ob=1.67 Cmx=.85 ANCHOR SHEAR = .07 K KL_ 50x1.7 =71 rx 1.2 KL =52 =47 Y • Mn=Se .Fy=35 Fe= " KL)2=42 Ac=•/Fy/Fe = 1.14 ry 2 Fn=Fy(.658 Ac )=32 KSI Ac<1.5 Pn= Fn .Ae = 14 K 1.3K 3"x3 1/2"x1/8" BASE PLATE C2c.P+ f2b.Cmx.M = .25<1 P„ M,.ax (2)-1/2"0 ANCHORS PER BASE PL., 3 1/4" EMB. SIMPSON STRONG BOLT 2 ESR -3037 SPECIAL INSPECTION IS REQUIRED 2 Fe= (KLj2=58 rx z F n=F y(.658 A c )=37 KSI Pn= Fn .Ae = 23 K .3K c = /Fy /Fe = 0.97 Xc<1.5 8"x5'x3/8„ 0 0� BASE PLATE 1 BY ' G. OHANIAN DATE 3-17-13 SUBJECT RAdK DEOIC N & EN(INEERINC do. 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 4 JOB NO. RD -16611 MOMENT AT BEAM CONNECTION .5x.07x1 x65=2.3 K BEARING CAPACITY OF COL. HOLE 1.2 'K 2.2 'K M_ 2.2"K M -3.3"K SEISMIC TOTAL 3.2 'K TOP LEVEL LOADING 7/16"0 RIVET A = .1 Fy = 79 KSI Pa=.1x79x.4= 3K Ma = (2.3 Kx4")+(1.1 Kx2") = 11.4 "K 3 PIN CONN. CONN. MEND_.01XWI2= 1.1"K OVERTURNING TYPE "A" MOT=.20 Kx2 x116"x0.66 =30"K COL. MR = 1.3 Kx34"= 44"K NO UPLIFT TYPES B, C, D, E & F MOT =-20 Kx2 x116"x0.66 =30"K COL. MR = 1.3 Kx36"= 48"K NO UPLIFT 1.3K 1.3K IIXII x I a 1./ `J .20K N rn .20K 34" 1.3K 1.3K I21 I IXI x I I � `J o W= 0.20L+O.8LL=1.O K LOAD PER COL. co .20K 36" V=.16K Kx2 x92= 29"K MOT =•16 COL. MR = 1.0Kx34"= 34"K NO UPLIFT TOP LEVEL LOADING W= 0.20L+0.8LL 1.0 K LOAD PER COL. v= .16 K MOT=.16Kx2 x92=29"K COL. MR = 1.0Kx36"=36 "K NO UPLIFT BY • G. OHANIAN RAdK DEOI(N & EN(1INEERINd do. DATE 3-17-13 SUBJECT 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. 5 JOB NO.. RD -16611 LOAD TO DIAGONAL P=.2OKx x36 =.62K COL FY =55 KSI Ae=.26 rX =.48 Q=.74 L= 56" Pa= 2.7K CHECK WELDS Pn= (1_.01L)L.t.F„ = 4.54K 0= 2.55 / IL 1.7K x2 — 3.4K SIDES CHECK SLAB 1300 1000 — 1.3 °' 187=14" 1.3x144=187 °'' M= (t 2 )2x1 000x x12=375 "# S= 1\2x52/= 50 6 375 = 7.5<1.6 2500 =80 50 BOTH SIDES TYP t=.07" TYP 13001 1/8 5" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL BY G. OHANIAN DATE .3-29-13 SUBJECT TUKWILA FIRE DEPT. RAdK DEOIdN Sc ENdINEERIN(t do. 412 WEST BROADWAY, SUITE #204 dLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO. JOB NO.. RD -16611 TUKWILA, WA 1/2" DIA., 7" LONG, (3 1/4" EMB.) POWERS SD -1 ANCHORS ARE ACCEPTABLE FOR THIS PROJECT. • NORTH 2wf r / 1 01-L/k -STA 112,S. SECOND FLOOR PLAN 5OLR. F � /lU .wlyr a3L J T 6t' 1 73L -la Z.RED' 2-01-14 L 1 • Fraolut 5kolis F+tr� FIRST FLOOR PLAN • Eo -R r0 e40 - core_ 2ND F1000 1 mimmkallmmomr To sup i�E -ra✓cror� _semEc ,M2 FLAa V PIKE MAFR CO, AOL PANEL SOCRATIC (MAORI 1.111 NOTE ALL rum $IGW.*L OR IN1Iur2NG CIRCUITS (24VDC1 AA( POLARIZED AU. DEVICES RUST SE mow= AS sumo. ASOVE INCANDtSczNT PARI LAMP* AAE NOW POLARIZED AND CAN S* CONNECTED TO SEP/RATS rIJISKING TYPE POWER SUPPLY OA TO reozamm CIRCUIT AS ABOVE WITS DIODE. ruts ALARA CONTROL PANEL. t: } NNITE REMOTE LED PLATS »K imam - SMOKE DETECTORS ARM POLARIS/ SENSITIVE AND MOST Si INSTALLED CORRECTLY ACROSS TIOL DFTiCTOR CIRCUIT TIDt2.* CONTACTS ON DEVICES AS NEIL AS SPRINKLER CIRCUIT TAMPER SNITCS CONTACTS MAST R INSTALLED ATT** LAST MANUAL OA AUTOMATIC STATION AND WOMB END OT LINT RESISTOR OR TERMINATION DEVICE THIS MAT AEN/R11 AM EXTRA PAIS OP WIRES IS TVS CI -scurf SMOKE DZTECro* 73445 73440 73442 rR 0 RED t1RE DORM 1' /11M[ANDESCINT PIKE Ltrc SLUT BLUE �--^� SPARCS RUN —e AMT THERMAL OTTICTOR e - ti f l Ira- .."4 add Amn /44c. 3)add ,l1' God' y) aid 4o7A4,,,em i°a tam 47 44- (u WIRES SMOKE DITECTO* 73446 73440 73442 MORAL TIES STATION SLACK IRAACS SUN (4) MRIs • 14 -7-7-CJC.y LA7ThA/ ` DJCA(..i F , . 24i HRS. 3771JJDBY D�✓IGES Pku5 5 mIRUurtes ALJ4R.A4 (I) CDAerkoL PAA1E L I 056, A i-4 (7) Hog -A15 .o37 Ai4 Cl.2) 5Ma eE DETLrc-rzJ? S —0 -- To -RL 5y57 -e -ns DJGfuJ 1.093 Ai+ MI&IIMuM -- UL. APPRoVE�7 FIRE /41.44,2m 4- /S /N/r/J4T/N6/DETEcrak ei2e14,r5 t* 1 /f IND, c A-7-7N4S /.516AI 3 L C./2d_u i 7`S 4 LeGEAI b — S'/M1 LS F4c.P SIRE PORIA ALD} zN SLUE MANUAL TIRE STATION WRIT 0 1. ACCEPTED ® WITHOUT C31VIMENTS RAS N�tED H RED E] PER THE ATTACHED LETTER • The drawings a¢fived hereto have been reviewed and accepted by the Ci*J or Tukwila Fire Dept Aiiitions, dal_ 1 �s or revisions to tnes^ arawings a =Ata date will void zri., i;ce-t.ance zn- Ili require a resubmitt..t1 of revised u v Final acceptance is s,ablect inspection by a representative 01+ s department DATE / /J BY -__- CITY OF TUKWILA 575 4407 TUXIV31A FIRE DEPART TLV Please cat. 5754407, and Bove tin job and exact address for shut' dawn or restoration appro+ 1 FiRr ALAI -QM CANT% -OL PMEL -- MiRTbAtE 7201. w,- F -2oa1�5 ,4,c1D zarrEley 57-14n1bB Y ffokN — Mi.m JE 74310 SMo EE DETECT -11A - M 12ron1E 73 4 70, /DAfi Z4ru *J Zo NE S P r PSR& Atfr ICM s ysrEM SPiz/ PJ Le YSTE M 1 24 X 36 PRINTED ON NO 100014 CLEARPRINT • t 444 ANDOVER PK E 89-F-214 FILE moi FFr i OCT 194 '*;;; 1/ FIRE ALARM SYSTEM mneicied elect/tanie 18800 15th Avenue N E. • Seattle Washington 98155 • (206) 363-7684 SCALE yg = 1 1 DATE I0 g3—g9 APPROVED BY DRAWN BY 64 73 REVISED HEADQUARTERS FIRE 5TATloN #5I 2444 ANDoveR 'PARK 714KWIL-A2 L1r4 DRAWING NUMBER INSTITUTIONAL AND INDUSTRIAL CLOCKS — 4 _9 3 r 124987 )4 SQ tsr AA ^/o c im i4l 4 4` 71S C24 pc Z` x - C 0-- 2 4. SKycrTE VL -04,44 fL�24 pG 16.1 5 i7 / a7-4 t ani• sok #� r 1��• _ • n vII W4l.- k r � Na<E'S 5T uCTURt IVASNINGTOISIIIMENgs RATI111.1111REW SEATTLE WASH EB 11910 As meeting requirements ill L. s,i ea.. Ia classification as sprinidered - r however. soierrf "Magas or additions as-recbnnrenned z�n ire :I f sheet(s) will result In Improved rates Acceptance applies to pians as submitted and for construction and occupancy shown thereon flnahsd - itta�iataa sub sct to kiSpection for brim oui-oi ,,ru.e 1vew WALL All comments and acceptances relate exclusively to relative effect of various catdd/ons upon fee Inuance rates. They are not to be con - Staved as bearing m any way upon the goestlen of whether due care has been exercised with respect to possible liability for personal ins fury or damage ►o property It rs recogiuzed that hazards which may result in loss still exist N6-1/ PePwer 2o VIED Mgt) E4601-14 ,4ppA24TU5 /4te✓A 1 Tv 66 ExP7ED /1-01 APP. rya C/// N4E s,. E)/5T A/S it/e> e__#AN4E 4. ?J "' bX N// "T, J j -44 T / - /, Ox1STV SYSTEM ./S Sn/57-4//Ei. P6- R._ Np-P4 ?7`'3 m 4 Y //4Z/ RP 5f,4 -/N4 _ 4 VL PiPE S/ZE"/4-- 4DPiT/dis! Td 7WE Ex15%it 5Y5 els 5//4LL.. Isr e •••'1) Tic S tn�c ,11i NE w P/PINNj is Z3' E ,Z77144U4 ALE' .8Z/1.-1) Pim - FP14 '"13 3 ALL P,PE o f3 A/.577 /E1) P"-- /PPAI s �- ALL ,A' w 5 / v KI HE,3PS ,4 Re -73 • 1/ 7"L,/ Ex/57 -/yEADS_ 5 ALL 1i41NT7N'4 ol` XPPSP PiP/A6 is Sy on/RS(2.0 V ilc2_. HANGERS # 7 - POWDER DRIVEN STUD ROD & RING # 8 TOGGLE NUT ROD & RING BRUNING 40 5353 - # 9 - REG C CLAMP ROD & RING # 10 - TOP BEAM C CLAMP ROD & RING # 12 SIDE BEAM BKT ROD & RING # 15 FIRST- FLOOF REFLECTED CE1L1N 1 0--.- I —0- 9 r0_— L 0 1 n EXKI -Rem Atm SPRINKLER HEAD SYMBOLS -0 UPRIGHT ON LINE PENDENT ON LINE PENDENT ON DROP UPRIGHT ON STUB UP DlitYPENDENT SIDEWALL NEW SKI TE Pipe f' IL _-0 -/ �xI ct_� -ra REMAIN —0_ I '1oVE iw'tisT 5Pk 1 1NE AND RertJTE ,efleourrn /JEW sty Lire' 0- - t 0- 1¢ s 2 --6 -—i 2 - NE w SANS NI I 1L 11111 di 11111111111 '111•• rstEW IL (4 se TYPE SPRINKLER DESCRIPTIONS GAisrystei A./EW 81Z/45S 1.47g14g7"--/-icilp DF_Arr W/2 r4- 4or SYM TEMP QTY 0 14 z Z6 APPROVALS & INSPECTION 1 PHONE COPIES dop REVISIONS y 4 a -4. - -66 47.7 ACCEPTED RWITHOUT 60MMENTS - AS NOTED IN RED - PER THE ATTAC'-iED LETTER The drawings affixed hereto ha,/e been reviewed and accepted by the Ca/ of Tukwila Fire Dept- Additions, d 1.)ns or revisions to these:dr .0, 1.; Its date will void tnis accedt,,i Final acceptance is subject t " inspection by a representative 1 department, _ CITY OF TUKWILA i _ and exact address for shut- 1— ,-- down or restoration approvals - 'v.sein-// -fr 6/)%e.E3 -/Voics, ,, r__-- .-- _:ILVSY-A-_(-/ §-: i/S-i-A)ci. A, te)here_ -TO CONTRACT WITH aiNt SID or 7:5- BeNrA WATER DEPT ADDRESS CITY PHONE ARCHITECT -- - TOTAL ADDRESS PHONE ADDRESS PHONE Contractor License No ROYALFP12INA DS THIS SHT NEW 60 08 NO DWG NO Crici - DRAWN DATE PLAN SHEET SUBJECT S -,%)l3 WASHINGTON SURVEYING AND RATING BUREAU 300 MARKET PLACE ONE 2001 WESTERN AVENUE SEATTLE, WASHINGTON 98121-2190 February 7, 1990 1 OF 1 Fire Station #51 Headquarters (New Addition) 444 Andover Park East Tukwila, Washington The attached plans have been Accepted as meeting requirements for classification as a sprinklered risk. The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans: Arrangements should be made to allow a representative of this Bureau to complete a cover inspection of all piping before it is concealed by building construction, and to witness tests of the local water motor alarm and sprinkler supply test pipe. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau. All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. Wet pipe sprinkler equipment is acceptable subject to provision of a thermostatically controlled heating system capable of maintaining temperatures at not less than 40 degrees F in all spaces containing wet pipe sprinkler equipment. 1. Acceptance is subject to spacing of sprinklers reduced to 8 ft. between heads running perpendicular to trusses and 10 ft. between lines, with a full stagger, using a pendant head in the upright position below T.J.I. construction if T.J.I.'s exceed 14 inches in depth or securing plasterboard to the bottom of the T.J.I.'s and fire -stopping all penetrations through the joists with material equivalent to the web construction. Dry pendent heads should not be installed in the upright position. 2. Extend sprinkler protection to blind spaces above ceilings if areas contain combustible construction, insulation, plastic drain plumbing, motorized equipment, wiring not in conduit, or if used as a return air plenum, and to all areas including exterior eaves, soffits, and canopies, and to filter compartments of heating and air conditioning equipment, intermediate levels of storage racks, and to roof skylights. 3. Provide complete hanger details. 4. Provide earthquake sway bracing at each flexible coupling in horizontal piping at least every 40 ft. and longitudinal braces every 80 ft. along feed and cross mains. Provide ACCEPTED complete details of earthquake sway bracing including locations of bracing and calculations indicating that the sway bracing is capable of withstanding the forces as stipulated in article 3-5.3.5.1 and appendix A-3-5.3.5.1 of NFPA 13(1989). 5. Provide sleeve with minimum 2 in. clearance around supply mains through concrete floors and around piping through masonry walls or partitions. 6. Install 212 degree sprinklers in blind roof space. 7. Pipe all drains to a safe point of discharge outside. If it is absolutely necessary to discharge drains to floor drains inside the building, the floor drain should be capable of accepting the full discharge of the main drain and test pipe when fully open. Pipe drain from water motor alarm gong outside, not into the 2 inch drain line. 8. Provide details of type of pendent sprinklers with escutcheons being installed below the ceilings. - T STRUCTIAG- &xis-r AA CAD NEW - All commeets and acceptancet relate exclusively to relative effect of various conditions upon fire insurance rates They are not to be con- - steed as bearing in any vray upon the question of whether "due care" _ has been exercised with respect to possible" llabilitY 1010w -soul result in ins skit exist or k HANGERS # 3 CEILING PLATE. ROD & RING - # 4 EYE ROD. WOOD SCREW & RING _ # 7 - POWDER DRIVEN STUD. ROD & RING - # 9 - REG C -CLAMP. ROD & RING - Exis-r; AA 7.1i - Y / / 0 \ --(271 -f 0 z. 1/) , r i _ , 1 Li 1 _ _ _ II X il gtioorre RerzAr HANGERS # 3 CEILING PLATE. ROD & RING - # 4 EYE ROD. WOOD SCREW & RING _ # 7 - POWDER DRIVEN STUD. ROD & RING - # 9 - REG C -CLAMP. ROD & RING - Exis-r; AA 7.1i - Y / / \ -f 1/) , r i _ , 1 Li 1 _ _ _ II X il COI 6" war RiSeg FIRS -r FLOOR REFLECT -ED CEILING 9 -0- ---:)C7-c977C1_4-rrrr":. IN SPRINKLER HEAD SYMBOLS _ UPRIGHT ON LINE - PENDENT ON LINE PENDENT OINI DROP UPRIGHT ON STUB -UP_ SIDEWALL— UPR & PEND ON DROP NEW IFff —0 rsieni SKY Lire" -0- 112 5 EC 0 N b FL 00 R RE. FL..(C„Tg.be, C E ILL I NG-, SPRINKLER DESCRIPTIONS TYPE YM TEMP QTY APPROVALS & INSPECTION I 1 PHONE COPIES ztz 4- 2 3' REVISIONS CONTRACT WITH ADDRESS 3 4 CITY PHONE WATER DEPT ARCHITECT ADDRESS TOTAL CITY PHONE ADDRESS CITY PHONE ACCEPTED El WITHOUT COMMENTS. AS NOTED IN RED El PER THE ATTACt-IED LETTER The drawings affixed hereto have been ,-reviewed and accepteJ by the City of :or revisions to tnes3 _irryi,,,gs after this date will void this acce ani will Final acceptance is su.);e,3t to field- ' inspection by a redresentadve of this department CITY OF TUKWILA 1"/".y 575-4401 //77!-: • ROYAL FIRE PROTECTION, INC. Contractor License No ROYALFP121NA I PO Box 1143 • Kent, Washington 98035 • 206/395-1197 vl id rl- tc 0 0 _se call: 575-4407 give this job a d exact address for shuta d n or restoration approval, J FILE 444 ANDOVER PK E 89-S-237 HDS THIS SHT JOB NO DWG NO DRAWN DATE /1- SCAL WASHINGTON SURVEYING AND RATING BUREAU 300 MARKET PLACE ONE 2001 WESTERN AVENUE SEATTLE, WASHINGTON 98121-2190 December 21, 1989 PLAN SHEET 1 OF 1 SUBJECT Fire Station #51 Headquarters (New Addition) 444 Andover Park East Tukwila, Washington The attached plans have been reviewed as follows: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans: Arrangements should be made to allow a representative of this Bureau to complete a cover inspection of all piping before it is concealed by building construction, and to witness tests of the local water motor alarm and sprinkler supply test pipe. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau. All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. Wet pipe sprinkler equipment is acceptable subject to the installation of a thermostatically controlled heating system capable of maintaining temperatures at not less than 40 degrees F in all spaces containing wet pipe sprinkler equipment. 1. Spacing of sprinklers should be reduced to 8 ft. between heads and 10 ft. between lines, with a full stagger, using a pendant head in the upright position below T.J.I. construction if T.J.I.'s exceed 14 inches in depth. 2. Extend sprinkler protection to blind spaces above ceilings if areas contain combustible construction, insulation, plastic drain plumbing, motorized equipment, wiring not in conduit, or if used as a return air plenum, and to all areas including exterior eaves, soffits, and canopies, and to filter compartments of heating and air conditioning equipment, intermediate levels of storage racks, and to roof skylights. 3. Provide complete hanger details. 4. Provide earthquake sway bracing at each flexible coupling in horizontal piping at least every 40 ft. and longitudinal braces every 80 ft. along feed and cross mains. Provide complete details of earthquake sway bracing including locations of bracing and calculations indicating that the sway bracing is capable of withstanding the forces as stipulated in article 3-5.3.5.1 and appendix A- 3-5.3.5.1 of NFPA 13(1989). 5. Provide sleeve with minimum 2 in. clearance around supply main piping through masonry walls or partitions. 6. Install 212 degree sprinklers in blind roof space. 7. Pipe all drains to a safe point of discharge outside. If it is absolutely necessary to discharge drains to floor drains inside the building, the floor drain should be capable of accepting the full discharge of the main drain and test pipe when fully open. Pipe drain from water motor alarm gong outside, not into the 2 inch drain line. 8. Provide details of type of pendent sprinklers with escutcheons being installed below the ceilings. Washington Surveying & Rating Bureau PLAN REVIEWED AS NOTED SEATTLE WASH. .7111 • • -• • • 7 77 s 1. r . , -` • ,. - -'1''''''77.,7.74trtt77T77:77-4771-0M7 APPRtVEOE The drawings affixed hereto have been reviewed and accepted as meeting or exceedirg minimum requements of the City cf Tukwila Fire Dr-, Bureau of Fire Pevention. Additions cr revisions to these drawings after this dit hall not be construed as being approied cr ieviewed. CITY OF TU If/ILA BUREAU OF FIRE PREVENTION Lf, 11••"•"" .-7"1"••-•"-•••.,"r." -saws's«, .414 r.„ .„,. (1 sr-s,r2 r i ! , . . „ -• . A ,, ,. + I.,, „,,,,,„ , 4 1.• 3 .' ',-- . ' 1' '' 1 ."` Cr) ,. . „, ;',-;-• '''' ' ,' '','', ' - i ''''- ., • s , , ' ', , + '&70,5 !-! ."41,,,,, ' 40 ..--- --"'-'-",-..- • ' .,--- -,---,,,-. ,..!,--„"!•"-•,!„.„,,,,,,,,,,, ••-!-,,, ,,,,,;',„-,--„,"_';.„ • ,,,,,,,,,,4 '',. ,,,,,, „,,,,, r ,„,,,,,„ 1,,,,,„', ' , p -e, -,"-r,, ,,,!«,, !,-r, !,' ,r,-,'. "'1„-:''''' ''-' '-'1!:',,,, ',..'!!,'!'",:',„'„,'_f;«!! ', '' , : ., 1 _ ' ,/1-4) • 1 , • ,•,j 1, 11. 11-• 'Th• „ 1-g*, it fr *1' ( , • ) CITY 0 TUZILA " ;PUBLIC WORKS DEPT. 6230 Sv THCENTER BLVD. -0 v TUKWIA; WASH. 98067` CITY OF,i1JKWLAel.,. APPROVED 9r,K7_,s -° GAT/JCHR04E PDexli-SPKR, IGS° re61,Otrv,t1TSpc<R, F.E8 15 1974 4e, AS NOT (-- APPROVED BY C 0!R!P'0,R A'T R 1!CsA SURVEYED BY TITLE. DRAWN BY TRACED BY:, ATSE/I i.<14.411c,fri i ''',1 -, 1 , -• 1.. • '4 ; , ,.! • • ‘• • ! • , mf_ " , • 444 ANDOVER PK E 74-5-1022 11. / it X NIL ss- .04 -54 ax Vie ei ecer 1 44, • alt ESAZ5 1C, re - c7* PUBLIC. WORKS DEPARTMEN 3 6830 Southaenter 13oulerai6.-4: 'Tukwila, Washington - telephone r2063 242-2177, 1 -2 _ DETAIL. 1 4.4 444 ANDOVER PK E PIT PLANS 4 33'-4" D36"x96 it ;.J A 34" X 105" 34" X 105" J 34" X 105" <;1 21- 2 SEPARATE PERMIT REQUIRED FOR: Mecnanrcai tg Electrical Plumbing tl'Gas Pigg City of Tukwila B1.1wtf"` i ' DIVISION. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 7 2013 PL /\& City of u ila BUILDING ISION 10'-6" E 36" X 120 f-1 11'-3" PARTS CAGE HOSE MACHINE 5'-4" REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal cad may include additional plan review fees. FIELD COPY Penult t This set of constructkm documents shalt be kept at the site of work and shall be open to inspection by the Building Official or a duly auiized representative. City Of 1i�kwiia BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 5 2013 PERMIT CENTER EXPIRES 12-26-13 REVISION DESCRIPTION O z c4 °o (--;i c -;i ocn 00 E M n N ca 'o pN ..)Q � � c., ;.=. o>,,---- guc-)a,-c) , g:4 0, = wctg< 4% W U 9 = R ›iimi Uad8 Ham"-� $_. k¢ b � z w .� O E --i APPROVED DRAWINGS PREPARED FOR H- I..1..I 00 C- 00 W Y 0 CO Wa EZ CD— 0 H tet I— c 0 0 —J DRAWN BY: MTP SCALE: NTS DATE: 1-29-2013 DRAWING NO: CHECKED BY: SHEET NO. 1 OF 1SHEFTS 96" C 36" ios"D 36" 1 r D36"x96 it ;.J A 34" X 105" 34" X 105" J 34" X 105" <;1 21- 2 SEPARATE PERMIT REQUIRED FOR: Mecnanrcai tg Electrical Plumbing tl'Gas Pigg City of Tukwila B1.1wtf"` i ' DIVISION. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 7 2013 PL /\& City of u ila BUILDING ISION 10'-6" E 36" X 120 f-1 11'-3" PARTS CAGE HOSE MACHINE 5'-4" REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal cad may include additional plan review fees. FIELD COPY Penult t This set of constructkm documents shalt be kept at the site of work and shall be open to inspection by the Building Official or a duly auiized representative. City Of 1i�kwiia BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 5 2013 PERMIT CENTER EXPIRES 12-26-13 REVISION DESCRIPTION O z c4 °o (--;i c -;i ocn 00 E M n N ca 'o pN ..)Q � � c., ;.=. o>,,---- guc-)a,-c) , g:4 0, = wctg< 4% W U 9 = R ›iimi Uad8 Ham"-� $_. k¢ b � z w .� O E --i APPROVED DRAWINGS PREPARED FOR H- I..1..I 00 C- 00 W Y 0 CO Wa EZ CD— 0 H tet I— c 0 0 —J DRAWN BY: MTP SCALE: NTS DATE: 1-29-2013 DRAWING NO: CHECKED BY: SHEET NO. 1 OF 1SHEFTS BOTH SIDES TYP. BRACING CONNECTION DETAIL 3/8" THK OR TOGA —I I-1/2" 4 1/4" 3 1/4" FLOOR ANCHOR DETAIL SEE NOTES FOR SPECS 2'-10" L"1 SINGLE TYPE A 1 1/2" .075 THK--(� 1 1/4" SECT. A -A SECT. B -B 8'-9" 5/8" DIA. 2 HOLES 3/8" THK. .375 R D D D O D D 2" TYP. AS NOTED 1-1/4" REF. 0 o 0 3" 1 —1/8" LM20 14GA THK. 7/8" 73" 14GA ASTM A570 GR50 1-3/4" TYP. R1/8" RACK TYPE B -C -D BASE PLATE DETAIL (2)-1/2"0 ANCHOR BOLTS PER BASE PLATE 3-1/4" EMB., (SEE NOTE NO. 4) RACK TYPE B -C -D 00 4111. RACK TYPE "A" 3 1/2" BEAM FACE SINGLE TYPE B- C -D -E -F o a o��o 000a 2"TYP AS NOTED c f 3" y 5/8" DIA. 2 HOLES LM15 1/8" 14GA THK. 7/8" I 1 5/8" f1 1 BRACKET ASSY. AS NOTED 14GA ASTM A570 GR50 RACK TYPE A -E -F 3/16" 1/2" f 3/4" 3" 3/4"j' 3/16" I 1 1/2" 7/8"f 3/16" 12 3/4" 1.~-3 1/2" 3/8" THK. BASE PLATE DETAIL RACK TYPE A -E -F RACK TYPE "B" 3 1/2" BEAM FACE R1/8" TYP. BEAM SECTION .075 THK. ASTM A570 GR50 BRACKET ASSY. I ---AS NOTED 6" l_ 6.-9.. wl "1 1 1U' l )0 1 _ RACK TYPE "B" 3 1/2" BEAM FACE R1/8" TYP. BEAM SECTION .075 THK. ASTM A570 GR50 BRACKET ASSY. I ---AS NOTED 6" l_ RACK TYPE "E" 4" BEAM FACE 0 LBC40 RACK TYPE E -F BEAM SECTION .078 THK. ASTM A570 GR50 LBC35 RACK TYPE A -B -C -D _-. 6.-9.. wl "1 1 1U' N )0 RACK TYPE "E" 4" BEAM FACE 0 LBC40 RACK TYPE E -F BEAM SECTION .078 THK. ASTM A570 GR50 LBC35 RACK TYPE A -B -C -D _-. 6.-9.. wl 1 t 1 N RACK TYPE "C" 3 1/2" BEAM FACE STRUCTURAL NOTES: 1. DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2009 EDITION, SECTION 2208. 2. STEEL FOR ALL SHAPES FY=55 KSI. ASTM A1011 GR.55 (EXCEPT AS NOTED). 3. NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP OF THE APPROVED FABRICATOR #777 (E70XX ELECTRODES). 4. ALL ANCHORS TO BE SIMPSON STRONG TIE WEDGE TYPE: WEDGE -ALL MDL# WA50414 (ESR1396) OR STRONG -BOLT 2 ESR 3037, SPECIAL INSPECTION IS REQUIRED. 5. CONCRETE SLAB 5" THICK 2,500 PSI. SOIL BEARING CAPACITY 1,000 PSF. 6. STORAGE RACK CAPACITY 1,500 #/ LEVEL. 7. RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY OF THE RACK (1,500 #/ LEVEL). 8. STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM TYP. THE VERTICAL OF %2" IN 10'-0" OF HEIGHT. 9. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCIIES BETWEEN THE TOP OF STORAGE AND THE CEILING SPRINKLER DEFLECTOR. FIRE PROTECTION NOTES: 1. SPRINKLER DESIGN DENSITY: PIPE SCHEDULE ORDINARY HAZARD 2. SPRINKLER HEAD TEMPERATURE: N/A . 3. PRODUCT CLASSIFICATION:CLASS II AND CLASS III ON PALLETS, NON ENCASPULATED. 4. TOP OF STORED PRODUCT NOT TO EXCEED 12'-0". 5. APPROXIMATE CEILING HEIGHT 16'- 0". EXITING NOTES: 1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WIIICII REQUIRES NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. I. I. 12' RACK TYPE "D" 3 1/2" BEAM FACE RACK TYPE "F" 4" BEAM FACE REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 7 2013 City of BUILDINGTDiSI ON RECEIVED CITY OF TUKWILA MAR 2 5 2013 PERMIT CENTER EXPIRES 12-26-13 REVISION DESCRIPTION c z N 21 �� N 0 >1.1( N o -'3 ., �0 T� U _' s-� ` 00 d -r1. 00 � h'�'1 to r4 // . p4 c..) C: :—. p... as :a4; g6 U�; C C.7 p � 1INNIi 8. N E $5 ;,71) p .111N u- - F4 < g "':-44 O tajP U �> W H 1 APPROVED w Q DRAWINGS PREPARED FOR IsJ L 00 0 W O DRAWN BY: MTP SCALE: NTS DATE: 1-14-2013 DRAWING NO: CHECKED BY: SHEET NO. 2 OF ?SHEETS