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Home My WebLink AboutPermit 6086 - Segale Busienss Park - Building 781 - ReroofAPPROVED FOR /./ / BUILDING ISSUANCE BY: ; " ,. _ ' � � OFFICIAL DATE: I hereby certify that I have read a • : amined 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 const ction or the performance or work. I am authorized to sign for and obtain this building permit. SIGNATURE: ,i ■ DATE: "' - 90 // PRINT NAME: C �'� 6 ' « 1e �ir i -_, p ii c- PROPERTY OWNER Segale Business Park PHONE 575 -3200 ADDRESS P.O. Box 88050, Tukwila, WA ZIP 98188 CONTRACTOR Segal a Business Park PHONE 575 -3200 ADDRESS P.O. Box 88050, Tukwila, WA ZIP 98188 WA. ST. CONTRACTOR'S LICENSE P SEGALBP151M5 EXP DATE 7_09_90 ARCHITECT NSA lb PHONE ADDRESS ZIP TYPE OF CONSTRUCTION: UBC EDITION (year) SETBACKS: N - S - E - UTILITY PERMITS REQUIRED?b Yes ® No W - i p bl works) 9 FIRE PROTECTION: 0Sprinklers 0 Detectors ® N/A ZONING: BAR /LAND USE CONDITIONSOyes ®No 1 ' CONDITIONS (other than those noted on or attached to permit/plans): FL SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD USE i / 1 COnt r:Or.1I'LI/lrl( / I / 1 ' FL 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 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING (00 �b PERMIT NO. DATE ISSUED: BUILDINq PERMIT (POST WITH INSPEC i!Jri CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN CHECK #90 -242 FEES <E1a DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE 572.00 BUILDING SURCHARGE ENERGY SURCHARGE OTHER: TOTAL - AMOUNT RCPT I 4.50 576.50 -286 5 -30 -90 DATE 286s7 5 -30 -90 18300 Southcenter Py - - 85,025.00 PROJECT NAME /TENANT ASSESSOR ACCOUNT Segal Busine s Park, Building 781 352304 -9112 TYPE OF 0 New Building 0 Addition U Tenant Improvement (commercial) U Demolition (building) Li Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) ® Other: Roof repai r DESCRIBE WORK TO BE DONE: Repair existing roof membrane. 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. A I U 1.101111111 PERMIT NO. CONTACTED v Y- 1 W. `-- DATE READY DATE NOTIFIED �^ \___ q BY: (snit.) .- PERMIT EXPIRES 2nd NOTIFICATION 3RD NOTIFICATION BY: (init.) BY: (init.) AMOUNT OWING PLAN CHECK NUMBER 9 REVIEW COMPLETED BUILDING PERMIT APPLICATION TRACKING PROJECT NAME c�c� DA-2 Par lam. 6 143 'MI SUITE NO. SITE ADDRESS 1 %300 BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be tilled out by Plan Checker) INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. w ► ; : A ►p D :: f . BUILDING - 5-3o-93 initial review O FIRE O PLANNING O PUBLIC WORKS O OTHER U BUILDING - final review ROUTED INIT: CONSULTANT: Date Sent - • Date Approved - pr n ere ' etectore FIRE DEPT. LETTER DATED: INSPECTOR: ZONING: IBAWLAND USE CONDITIONS? fives [X) No INIT: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S. E- W- INIT: INIT: INIT: )94 UTILITY PERMITS REQUIRED? (1 Yes 94 No PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: UBC EDITION (year): 0 =MP SITE ADDRESS SUITE # 18300 Southcenter Parkway VALUE OF CONSTRUCTION - $ 85,025.00 PROJECT NAME/TENANT SBP building 781 ASSESSOR ACCOUNT # 352304 - 9112 TYPE OF Li New Building Li Addition Li Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) ® Other roof repair DESCRIBE WORK TO BE DONE: Repair exi sting rnnf mPmhranP BUILDING USE (office, warehouse, etc.) Warehouse NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? L No Li Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: 458 OF 15 '" WILL THERE BE STORAGE OR USE FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No 0 Yes IF YES, EXPLAIN: BUILDING SURCHARGE PROPERTY OWNER Segale Business Park PHONE 575 -3200 ADDRESS PO Box 88050 Tukwila ZIP 98188 CONTRACTO Segale Business Park PHONE 5753200 ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # SEGALBP151m5 EXP. DATE 7 -09 -90 ARCHITECT PHONE ADDRESS ZIP I HEREBY CERTIFY THAT I: HAVE READ AND EXAMINED.; THIS APPLICATION AND ; :KNOW THE :SAME <TO BE TRUE AND CORRECT, AND I AM AU HORIZED•TO APPLY FO IS PERMIT BUILDING OWNER OR AUTHORIZED AGENT RCPT # DATE 6 -3o -470 SIGNATURE PRINT NAME Steve miller PHONE 575 -3200 ADDRESS PO Box 88050 Tukwila CITY /ZIP 98188 CONTACT PERSON Steve miller PHONE 575 -3200 DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE t o? � 1 5- , j-qn PLAN CHECK FEE BUILDING SURCHARGE 11,53 ' ENERGY SURCHARGE OTHER: TOTAL - 7 (A.00 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 APPLICATION MUST BE FILLED OUT COMPLETELY DATE APPLICATION ACCEPTED r � o0 BUILDIN) PERMIT APPLICATION FEES (for staff use only) APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 433 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER I AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit Is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION EXPIRES IV 3o- 90 I .,: • COMMERCIAL NEW WMMERC AL:E+!JILDINGS/ADCNT std buII np permitappiicaaon drawl ga, oath ped;hy`a Waebi *imitator, stew ... .......:...:................... ............... tt fio ............. sensor Account` ............................ ............................. .............................. (2) i te'ot 'OAS sor'Account:Numb. lv'd«bir;gxu al aalr;a' Y07E A **den letter s ,fl of rmit IN TENNA(SATEL iiCt 15H IA Pism she ..(... wing buifdmp 00:00a.. ..kotantenna/eatellite:d Riped by a Washing State Ncens it struct work is: to; be done?(? ae R ti,tt.1 ~'submit:se ' rat uti to rior to final Inspection and a lnc/t Ell diteiOaon ; and #.1t. Y !a •on p laf ; Sttuotur :ciwiatlatidea sneer (rad stprage..W and over RESIDENTIAL NEW ; ;INr4LErFAI L,Y: DWELLW.GB/A) bdilding permit application; SUBMITTAL CHECi.LIST Completed bullring permit application (one for each structure Assessor •Account:Number a. Narrative describing existng roo .matedal being • instal NOTE;: A corsfcation letterl oil of drr ptrtnilt allvieWS Vide utility permit application: material being removed, an to final . Inspection and October 24,.1990 COMMINCIAL INDUSTRIAL ROOFING INC. 17506 BOTHELL WAY NORTHEAST BOTHELL, WASHINGTON 98011 • (206) 3674011 RECEIVED PITY OF 11lKWILA NOV 2 1990 PERMIT CENTER City of ' Tukwila Department of Community Development Building Division 6200 Southcenter Boulevard, Tukwila, WA 98188 (4,e6 ' Approved Applicator. IRMA Systems American Tar Gilsonite Kelly Energy Systems Oro Seal RECEIVED OCT 3 1 1990 RE: Building # 781 of Segale Business Park, 18300 Southcenter Parkway, Tukwila, Washington To whom it may concern; We, as Commercial Industrial Roofing, Inc., installed a roof membrane assembly, which did not include insulation, consisting of Malarkey Specification # NS 3 Heavy Duty, data sheet enclosed, . which meets or exceeds the requirements for Class A or Class B roofs. This roof was installed at above building # 781, under city of Tukwila building permit number # -5-7-r9. 6084 President C.I.R., Inc.. 4 Malarkey BUILT-UP ROOFING P.M.R. SYSTEM RECEIVED rrrV OFTUKWILA NOV 2 1990 PERMIT CENTER PREMIUM 1 SBS BASE SHEET NO. 501 NS3 HEAVY DUTY NAILABLE 12 YEAR WARRANTY P.M.R. TYPE NAILABLE DECK ROOFING ASPHALT III ALL ZONES CLASS "A" with Ballast Materials • Rosin Sheathing Paper (it required) SBS Premium 1 Base Sheet No. 501 Asphalt between plies Flood Coating type 3 - Polyfilm cover General requirements are specification. APPLICATION: applicable Per 100 Square Feet 1 ply 5 lbs. 3 plies 90 lbs. 75 lbs. 60 lbs. 1 ply as part of this Over wood boards only, lay one ply of rosin sheathing paper. Lap each sheet at least 2" and nail sufficiently to hold in place. Apply Malarkey Premium 1 SBS Base Sheet so flow of water is over or parallel to the laps. Lap each sheet 2" on sides and 4" on ends. Nail each sheet 9" on center through the laps and 18" on center along line 12" distance from each edge. Turn up 2" above cant at all vertical surfaces. PREMIUM 1 SBS ,601.BS. FLOOD- COATING:P(PE-S BASE SHEET NO. 501 COVERED WITH POLYFILM • FOR•P.M.ArSYST•EM- At a uniform rate, solid mop in hot asphalt three plies of Premium 1 SBS Base Sheet in shingle fashion lap- ping each ply 19" with a 17" exposure. Sheets shall be applied so flow of water is over or parallel to but never against the laps. End laps shall be at least 4" and adjacent end laps shall be at least 12" apart. Each ply shall be lightly broomed as it is applied. All plies shall be turned up 2" above the top of the cant and shall be solid mopped to the cant and vertical wall. Coat entire surface with a uniform solid mopping of Type 3 grade hot asphalt. See attached Dow literature for installation of insula- tion and ballast application. Malarkey recommends the use of its SBS Mineral Cap Sheet No. 601 or SBS 3 -Way Type Mineral No. 917 as a base flashing material. Malarkey recommends the use of its SBS Walk Board No. 916 for all traffic areas. 2M6167J1 MAY 16 '89 14:22 Roof covering material: " #501 PREMIUM r Manufactured by: ` 'sp ar k Eier (IT OFltl A NOV 2 1990 PERMIT CENTER THE HERBERT MALPortlARKEY ROOFING O R COMPANY and, 1. Description: The roof covering material identified as " #501 Premium 1" is an SBS modified glass fibered base sheet The product is furnished in rolls 36•inches wide and 108 feet long.; Materials are to be installed according to the manufacturers instructions. in the following system: ' i 1. Combustible deck at 1/2' to 12' slop.. 2. One ply 41501 Premium Islets fibered base sheet, mechanically fastened. 3. Two piles *501 Premium 1 glees flbared bus sheet fully adhered with cold promos* adhesive at 1•1/2 gal. /sq. each ply. 4. Manufacturer spshiflad nonflbered emulsion cos** at 3 gat /sq. . ' 5. 3M Brand Roofing Granules embedded at 80 lbs. /sq. 11. Evaluation Criteria: Test Standard 'for Determining the Fire Retardancy of Roof Covering Materials, Uniform Building Code Standard No. 32.7 88, Standard Methods of Fire Tests'of Roof Coverings ASTM E 10843, Standard Methods of Fire Tests of Roof Coverings, NFPA 256 and Tests for Fire Resistance of Roof Covering Materiels, UL Ili. Findings: The materials described above, installed according to the manufacturers instructions, achieve a C1asA 'R' external fire performance classification,, as determined by the evaluation criteria. Loa Anor+u►.o, r:iti .•rots X ( 412-0379 • San Pmnclite, Csllfonrla (415) 432.7344 • ' FA.X (415) 432.3671 Issue Date: May 1989 Report Number: WH1- 495- R•0508.02 (2201) 847.0773 4,X(301)04744.52 .' •Tct+onta, Ontario (418) 678.7820 • FAX (415)873.0262 r'44',4:4n el S4 :t►i�ttt (tees:► b b.44d0 FAX (600) 8114279 aurfslo, Now %fork (716) 8759773 MX (716) 8758775 • Vanuoinrat, rlrltlsh Cnlutnbia ' (604) 520.3321 . FAX (604) 524.9185 . Montreal, Cambia (51 a) W63100 PAX (514) 3664360 This ripen is hnitsd to the spears products) wbmatsd by the m8nutaaurE This report loos not imply ocn ification. in ogler tot* a esrtifad proillaot, MGh inaividuaI pro4„ot must be label:d with M , Vwrn...1► H s u wy C w r . ti G O i k g n Mask V , * 1 thw �+Wnt of murw ri„4ws,, 04.* w 111:41, c W mac $ % r WON wok for turther 1n10rm15pn On wit*: producxs. ' ype of Inspectio ! �►� � ite Address I equestor CITY OF TUKWILA Bui ldinl•artment 6300 So �snter Boulevard Tukwila, A 98188 (206) 431 -3670 INSPECTION RECORD w gr - CQ 9 o PERMIT # Date Date Wan Project Phone # G2 i s" nsnector /'�, �i /Jlh. Date Y/ — 7 --4I/) Q a.m. p. pecial Instructions -- "b V nspection Results /Commen s: CAL /i0 7.1.P Type of Inspection ter— viDa Site Address Requestor Special Instructions Inspection Results /Comments: Inspector CITY 01 TUKWILA ` .. ... Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 P-1P T i M G P PERMIT # ) ' - A Date 4?1 1►-yU Date Wanted 7/.. -$01E) Project 0 0O3414 Phone # P440.7 Date 7..- - ,4/ (- 1 7 e .t "X" REQUIRED INSPECTIONS PHONE _ DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 X 11 Pre reroof 431 - 36/Q_ 12 13 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC, WORKS FINAL 431 -3670 _ X 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: BUILDNG PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: Ciopico 1R300 SnuthrPnter Py Segale Business Park. Building 7E1 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS Alt 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 - II 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 — 277 -7272 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 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 05/17190 May 23, 1990. SEGA L E B US /NESS PARK: Duane Griffin City of Tukwila 6300 Ssouthcenter Boulevard Tukwila, MA 98188 Re: Segale Business Park Building 781 18300 Southcenter Parkway Dear Duane: The existing roof membrane is a class "B" built -up roof with a smooth cap sheet. The roof will be repaired with Malarky specification #NS3 Heavy Duty system with ceramic granules. Enclosed is a letter from the engineering firm of Engineers Northwest Inc.,P.S. regarding the additional dead load and the existing roof structure. If you need any additional information, please call me at 575 -3200. Sin erely, i Alf /' /,(/ 1�. . `- eve Miller enc PA BOX 88050 • TELEPHONE: (206) 575.3200 • TUKWILA, WASHINGTON 98138 NORTHWEST HWEST 1\ y 25, 1990 Segale Corporation P.O. Box 88050 Tukwila, WA 98188 Attention: Steve Miller Reference: 781 Reroof Steve: A close examination of the actual loads reveals a surplus sufficient to carry the new roofing. Original calculations allowed for a dead load of 10 psf plus the glu -lam. Actual loads vary from 5.8 psf to 8.1 psf (CO 6" main). Adding roofing weighing 2.0 psf will bring the total to 10.1 which when considered with a full snow load of 25 psf results in a 0.3% overstress, well within normal tolerance. One area has an excessive overload. This being the intersection of two 6" mains with a heat unit nearby. The roofing in this area should be stripped for a 16 ft. width x the truss length. Thus, the new roofing will not cause an overload in this area. Sincerely, obert`"Raichle, P.E. Vice President ENGINEERS NORTHWEST, INC. P.S. - CONSULTING ENGINEERS 8889 WOODLAWN AVENUE N.E. SEATTLE, WA 98115 (208) 525.7580 FAX (208) 522.8898