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Permit 6023 - Continental Mills - Exterior Portico
APPHOVED FOR BUILDING ISSUANCE BY: .G�,t■7L � ,_� OFFICIAL DATE: 4 - �� - f () I hereby certify that I have rea and exami - ;'• 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 building permit. SIGNATURE:. - 2---' -7 f je / 4 r>' DATE: 1 1 - 17 - 20 PRINT NAME: — e (Jet,. R 1) e-lCE- -- COMPANY: `-e-- 4...LA.�c- tI /q PROPERTY OWNER Segale Business Park PHONE 575:3200 W - ADDRESS P.O. Box 88050, Tukwila, WA ZIP 98138 CONTRACTOR Segale Business Park PHONE 515 -3200 ZIP 98138 ADDRESS P.O. Box 88050, Tukwila, WA WA. ST. CONTRACTOR'S LICENSE # SEGALBP151M5 EXP DATE 7 - 09_90 ARCHITECT Lance Mueller & Associates PHONE 325 2553 ADDRESS 130 Lakeside, Seattle, WA ZIP TYPE OF CONSTRUCTION: UBC EDITION (year) 88 SETBACKS: N _ S - E - W - FIRE PROTECTION: ® Sprinklers 0 Detectors N/A UTILITY PERMITS REQUIRED? O Y ® No (through Public Worka) ZONING: BAR /LAND USE CONDITIONSEyes 0 No CONDITIONS (other than those noted on or attached to permit/plans): I CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING O � PERMIT NO. DATE ISSUED: 18125 Andover Pk W (POST WITH INSPEt~: PION CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN CHECK BUILDW3 PERMIT DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE ENERGY SURCHARGE AMOUNT 473.00 307,00 RCPT I DATE 2 -23 -90 2 -23 -90 6049 6049 4.50 OTHER: TOTAL - 7RQ _ S() 6049 2- 21-q0 PROJECT INFORMATIOr SUI 90 -0 9 V FEES 62,047.00 PROJECT NAME /TENANT ASSESSOR ACCOUNT M Continental Mills 352304 -9119 TYPE OF 0 New Building Addition Tenant Improvement (commercial) Li Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: New exterior portico. CODE COMPLIANCE USE -) • TOTAL SQUARE OCC. L SQUARE SQUARE OCC. SQUARE OCC. SQUARE TOTAL SQUARE FEET OCC, LOAD TOTAL OCC. LOAD 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. j DATE ISSUED: PROPERTY OWNER Segale Business Park PHONE 575 PHONE 3aQ ZIP 93138 ADDRESS P.O. Box 88050, Tukwila, WA CONTRACTOR Segale Business Park ADDRESS P.O. Box 88050, Tukwila WA EXP DATE ZIP —9.111.28 l e . 1 WA. ST. CONTRACTOR'S LICENSE # SEGALBP151M5 ARCHITECT Lance Mueller & Associates PHONE ADDRESS 130 Lakeside, Seattle,_WA 2- 23 -9(1 ZIP DE SCRIPTION A A R RCPT N D DATE BUILDING PERMIT FEE . ..42.1.2)____6 2 6049 ? 24340 PLAN CHECK FEE 3 BUILDING SURCHARGE 4 4.50 6 6049 2 2- 23 -9(1 ENERGY SURCHARGE OTHER: TOTAL - 7 7Ra 5n CODE. COMPLIAPJCE ? e '41 ,, ,, USE -4 / / / woR SQUARE OCC. SQUARE OCC. SQUARE - OCC. SQUARE OCC. SQUARE OCC. TOTAL TOTAL FEET LOAD FEET LOAD FEET LOAD FEET LOAD . FEET LOAD , SQUARE FEET OCC. LOAD TOTAL TYPE OF CONSTRUCTION: UBC EDITION (year) 88 SETBACKS: N - S - - FIRE PROTECTION: UTILITY PERMITS REQUIRED (through ®Sprinklers O Detectors O N/A �O Yes ® N o elLog /2_ ZONING: BAR /LAND USE CONDITIONS❑Yes ®No , CONDITIONS (other than those noted on or attached to permit/plans): APPROVE() FOR ISSUANCE BY: 4 /' ,_ .21, i OFFICIAL DATE: I hereby certify that I have ma and exami.-'%• 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 01 any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. 'A) SIGNATURE: AA-Or-7-7 4.- DATE: q-/7 2 PRINT NAME: v ev■ R 1v e..,IY1 COMPANY: 1S- P- .,u �c�c�e f'-i.. CITY OF TUKWILA 'Department of Community Development • Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: SI RES CERTIFICATE OF OCCUPANCY NO. 0 New exterior portico. NIA BUILDIIG PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN C ECK FEES PROJECT INFORMATION SUI 90 -0 9 18125 Andover Pk W "62,047.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT II VALU Continental Mills Q4- TYPE OF ❑ New Building Addition Li Tenant Improvement (commercial) Li Demolition (building) U Grading/Fill WORK: 0 Rack Storage ❑ Reroof ❑ Remodel (residential) 0 Other* DESCRIBE WORK TO BE DONE: 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. I TYPE OF CONSTRUCTION: UBC EDITION (year) 88 SETBACKS: N - S - - FIRE PROTECTION: UTILITY PERMITS REQUIRED (through ®Sprinklers O Detectors O N/A �O Yes ® N o elLog /2_ ZONING: BAR /LAND USE CONDITIONS❑Yes ®No , CONDITIONS (other than those noted on or attached to permit/plans): APPROVE() FOR ISSUANCE BY: 4 /' ,_ .21, i OFFICIAL DATE: I hereby certify that I have ma and exami.-'%• 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 01 any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. 'A) SIGNATURE: AA-Or-7-7 4.- DATE: q-/7 2 PRINT NAME: v ev■ R 1v e..,IY1 COMPANY: 1S- P- .,u �c�c�e f'-i.. CITY OF TUKWILA 'Department of Community Development • Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: SI RES CERTIFICATE OF OCCUPANCY NO. 0 New exterior portico. NIA BUILDIIG PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN C ECK FEES PROJECT INFORMATION SUI 90 -0 9 18125 Andover Pk W "62,047.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT II VALU Continental Mills Q4- TYPE OF ❑ New Building Addition Li Tenant Improvement (commercial) Li Demolition (building) U Grading/Fill WORK: 0 Rack Storage ❑ Reroof ❑ Remodel (residential) 0 Other* DESCRIBE WORK TO BE DONE: 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. I APPROVE() FOR ISSUANCE BY: 4 /' ,_ .21, i OFFICIAL DATE: I hereby certify that I have ma and exami.-'%• 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 01 any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. 'A) SIGNATURE: AA-Or-7-7 4.- DATE: q-/7 2 PRINT NAME: v ev■ R 1v e..,IY1 COMPANY: 1S- P- .,u �c�c�e f'-i.. CITY OF TUKWILA 'Department of Community Development • Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: SI RES CERTIFICATE OF OCCUPANCY NO. 0 New exterior portico. NIA BUILDIIG PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN C ECK FEES PROJECT INFORMATION SUI 90 -0 9 18125 Andover Pk W "62,047.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT II VALU Continental Mills Q4- TYPE OF ❑ New Building Addition Li Tenant Improvement (commercial) Li Demolition (building) U Grading/Fill WORK: 0 Rack Storage ❑ Reroof ❑ Remodel (residential) 0 Other* DESCRIBE WORK TO BE DONE: 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. I CITY OF TUKWILA 'Department of Community Development • Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: SI RES CERTIFICATE OF OCCUPANCY NO. 0 New exterior portico. NIA BUILDIIG PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN C ECK FEES PROJECT INFORMATION SUI 90 -0 9 18125 Andover Pk W "62,047.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT II VALU Continental Mills Q4- TYPE OF ❑ New Building Addition Li Tenant Improvement (commercial) Li Demolition (building) U Grading/Fill WORK: 0 Rack Storage ❑ Reroof ❑ Remodel (residential) 0 Other* DESCRIBE WORK TO BE DONE: 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. I Inspection Results /Comment CITY OF TUKWILA Building 7rtment 6300 Sout :::ter Boulevard Tukwila, 98188 (206) 433 -3670 ' usarwr �..•!iaaii.!aW�tli'. ; i.: �, fhi 1, 1 ,'! t �'�'�`�vF:GU�t3r:V� '} ✓�+Y� X�,�': .rrt.n�A, ^.+ n i51.+ c�F. 19P�.• 2iL:°. ��. 4l: ri' S: ^�tiC;Nt:'�!+rA:�? 7. 'BS:sl:i k11. r� INSPECT' RECORD PERMIT # Date - 31 c" Date Wanted (p / v l Type of Inspection Site Addresg Regiiestor Special Instructions ,Project Phone # 1 51s` 3l6it Inspector �,,,,,,P� Date 6 --1- eta a .m. let , Imoslitiztamtweitomtgo..... Type of Inspection ' C -OO..\ L oz h d- Frarn in Site Address ■(Q 1� S `dO'V.QY '( Requestor SV, 1/4cn Special Instructions Inspection Results/Comments: c= 1L-- „J7eP Inspector Tus3racr w. x,.sa anw, r< netsun ., rrat .suo r - x w.. .x.x c yro-a ,x+'. s04Ateo l04i M:e ettAiM4: '.r'1N 47rs2'=.rlvi r;aZ Vann - rireT.KtcXV +,r'i5 WOA:MO S; ; .eataFr 3J." CITY OF T� KWILA Building rArtment 6300 Sou .:.Inter Boulevard Tukwila, WA 98188 (206) 431 -3670 Date INSPECTN RECORD PERMIT # lQ OCR 6-(oa- 10 Date Wanted 5- 9 O a.m. T Project C Z)Y1k"1 f-e r*ck Int IL Phone # I (ty . Date "`21, MIMIC dY ?'73.*t.'%t ?.'raeermrsnnua Inspection Results /Comments: 4/v CITY OF TUKWILA Building � "lrtment 6300 Sout ,ter Boulevard Tukwila, A 98188 (206) 433 -3670 cS� ir . ue type of Inspection y) Site Address 3 / � � /`77'1 QO V 4.r' Pt) Requestor n n Special Instructions -wil.4444,i_diAdt;szttfrid4 a rn Jr4(LL! 1:4t7.t:t'' : e. I1 y INSPECTI ,,N RECORD PERMIT # COO 3 Date 5 -- 2 / - 9 O Inspector IiGt_D �t/h Date S- Date Wanted 5- 2 .2 - ?0 Project ( L / Phone # J / e-141 Inspector CITY OF TUKWILA Building Division 6200 Southcenter,Boulevard Tukwila, Washington 98188 (206) 433 -1849 T, pe of Inspection Site Address Requestor Special Instructions 14 Date ��/ ii; w_ Yv' P . LM Date Want: + �` Alts 1 . - Project Phone # Inspection Results /Comments: v wt ..!•vM,an.. t.rvws.v. . u..Ya.. + w� «w.�aeuva ..a 4x�r.re:!G.ila•.�:J�`C f.�!n1P.'.l:.ri Q! INSPECT ON RECORD PERMIT # • 9 �- Date 'Ji ? r5'.'.. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila.'Washington 98188 (206) 433 -1849 17,7i'0 .fi73f59':'4S'.,2' . INSPECTION RECORD PERMIT # 4 te e °Q 3 Date — 9 d Type of Inspection (} (',(.1 v Date Wanted - 90j111. p .rr Site Address / / ,�s - �l r/ c.&- /JA � � Requestor 0 Phone # c " 3/ 6 / Special Instructions /c2 — / Z ryt -- C -e-zA, /mod ip Inspection Results /Comments: rn,.de-e if . _ .id.. Inspector Ai, Date . �—'� -� .itleiktilA'tta.2la+ VOM51 tuuxae.1.. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila• Washington 98188 (206) 433 -1849 Inspection Results /Comments: c 1 f Inspector ,�J '-►�� �r��2�� wa.. w. oryxvaamatu ve:.smaWrle ztax 0v eze:ayaw7VAI I, It ZtitVTiWuM WJtif.t '.; a INSPECTION RECORD PERMIT # {.).;;-3 Date 4- /6 - Q r. Type of Inspectio 4 ' / / 3 / Date Wanted '/— l q -q© p, Requestor 67- 7?-77/7-2, Special Instructions Phone # Date 27/ - / r— • CITY OF TU KT . LA )ntrol No y - j021 $ Central Permit System Permit No. :0 3 ° TW? / TO: ❑ Building ❑ Planning Project Name Address � /mss J� This project is approved by this department: )/ r r FINAL APPROVAL FORM ❑ Public Works Dc Fire Dept. ❑ Police ❑ Parks /Recreation Type of Permit(s) This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: ( ) ( ) s c� NYW k ( ) pe Ls >; :.�,.., w / /4. Li"( / J () () () () O () () () Authorized Signature Date iYe3 Authorized Signature Date CPS Form 3 INSPECTOR AND DATE cc: Owner l.- Architect 1.- Engineer 1- Contractor 1- Rhin font OTTO RO4t.NAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 CONSTRUCTION INSPECTION REPORT PROJECT: Segale Business Park - Continental Mills (761) PERMIT NUMBER: ADDRESS: 18125 Andover Park W., Tukwila JOB NUMBER: 90 -112 ARCHITECT: Lance Mueller & Assoc. ENGINEER: Robert C. Raichle, Jr. CONTRACTOR: Segale Business Park INSPECTED AT: Job site INSPECTOR'S REMARKS R. Bogle Inspected and approved the resteel and forms for 6 tilt -up panels for 4 -20 -90 canopy addition and entrance slab on grade for Building 761.. Found resteel for the above to be properly spaced and tied as per approved plans and specifications. Resteel is grade 60, as specified, from Seattle Steel and Salmon Bay Steel. D.Newman Inspected and approved the resteel and forms in canopy grade beam. Resteel 5 -1 -90 is grade 60, as specified, from Cascade Mills. R. Gilbert Inspected and approved the resteel and forms for precast spandrel beams located 5 -11 -90 in Segale's yard. Found resteel to be clean and properly placed as per approved plans and specifications. Resteel is grade 60, as specified, from Seattle Steel. J. Hamm Visually inspected and approved 1) spot welding of metal roof deck at main 5 -22 -90 entry drive- through, 2) welding of joist to ledgers at main entry drive - through, 3) welding of precast concrete spandrels (side connections clips) at main entry drive - through, and 4) welding of joist to embeds at top of concrete spandrels at east end of main entry drive - through (2 places), with the exception of the following: Item 1) east and west edges of roof deck calls for welds at 18" on center. Neither edge has any spot welds. All edge seams throughout deck have no spot welds and /or punches. Needs corrections and re- inspection before placement of roof. Item 3) clips at S.E. corner connection not welded to the north spandrel panel. Requires re- inspection before covering. Note: Welding done by Contractor's own welders. Certification cards are on file at his office. No welders on site at this tine. This report is the exclusive property of our firm for use in producing a final report to obtain a Certificate of Occupancy. Use of this report by any other person or firm is strictly prohibited without written permission from our firm. This report may be a matter of public record at government agencies etc., but it is public record for viewing only, not for personal or financial gain. OTTO4OSENAU & ASSOCIATc (15 , INC. 6747 M. L. KING WAY SOUTH, SEATTL;' 98118 725.4600 CONSTRUCTION INSPECTION REPORT PROJECT: Segale Business Park - Continental Mills (761) PERMIT NUMBER: 6023 ADDRESS: 18125 Andover Park W. , Tukwila . JOB NUMBER: 90 -112 INSPECTOR AND DATE INSPECTOR'S REMARKS D. Newman Visually re-inspected welds .noted .as missing on report. dated.5- 22 -90.. Spot 5 -23 -90 welding at east /west edges was verified to have been performed as per specification requirements. No welded clips are required at the southeast corner. These clips are embeds according to plans. OTTO R &3ENAU & ASSCQIATES, INC. JOB NUMBER: 90 -112 CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 cc: Owner 1— Contractor 1- Architect 1— Bldg, Dept. 1- Engineer Batch Plant CONCRETE REPORT REPORT NUMBER: 002 PERMIT NUMBER: 6023 PROJECT: Segale Business Park — Continental Mills (Project 761) DATE: 1 May 1990 . INSPECTOR: D. Newman I inspected placement of 28 cubic yards of 5i sack, 3,000 Stoneway Sand & Gravel , in the following areas: canopy grade beam Mix Number: 5500 COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SO, IN.) psi concrete from Concrete was placed via chute and it was vibrated internally. Slump range 3 to 5" Batch weights per cubic yard: 517 # Type I /II cement, 1440 # sand, 1950 # 7/8" agg. # , # oz. per 100# of cement. oz. per 100 ## of cement. Cast specimens 112 A —C at 18 cubic yards with a 3 - 1/2 " slump. Del. ticket it 264319 Cast specimens 11 at cubic yards with a " slump. Del. ticket 11 Cast specimens 11 at cubic yards with a " slump. Del. ticket 11 Weather: overcast, 80° Concrete Temperature: 69° CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 5 -2 -90 DATE DATE AGE IN SPECIMEN UTL. STRENGTH • STRENGTH CAST BROKEN DAYS NUMBER WEIGHT IN LBS LBS /SQ, IN, 5 -1 -90 5 -8 -90 7 2 —A 29 #14 oz. 115,000 4067 5 -1 -90 5 -29 -90 28 2 —B 29 #10 oz. • 146,000 5164 5 -1 -90 5 -29 -90 28 2 —C 30 #0 oz. 151,000 5341 OTTO ROSENAU & ASSOCIATES, INC, ( 1 OTTO R SENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 CONCRETE REPORT JOB NUMBER: 90 - 112 REPORT NUMBER: 001 PROJECT: Segale Business Park - Continental Mills (Project 761) PERMIT NUMBER: 6023 DATE: 20 April 1990 INSPECTOR: R. Bogle I inspected placement of 15i cubic yards of 6 sack, 3500 psi concrete from Stoneway , in the following areas: 6 tilt -up panels for canopy addition Mix Number: 6001 and entrance slab on grade for. Building 761.' Concrete was placed via chute and it was vibrated internally. Slump range 5" Batch weights per cubic yard: 564 # Type II cement, 1210 # sand, 1950 # 7/8" a,gg. # # i oz. AEA per 100# of cement. oz. per 100# of cement. Cast specimens // 1 A —C at 10 cubic yards with a 5 " slump. Del. ticket It 262741 Cast specimens it at cubic yards with a " slump. Del. ticket // Cast specimens II at cubic yards with a " slump. Del, ticket # Weather: Overcast (rain) Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 4 -23 - COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE DATE AGE IN SPECIMEN UTL. STRENGTH CAST BROKEN DAYS NUMBER WEIGHT IN LBS. 4 - 20 - 90 4 - 27 -90 7 1 -A 301/0 oz. 112,500 4 -20 -90 5 -18 -90 28 1 -B 30 #0 oz. 158,000 4 -20 -90 5-18-90 28 1 -C 30#2 oz. 154,000 cc: Owner 1- Contractor 1— Architect 1— Bldg. Dept. 1 — Enaineer Batch Plant STRENGTH LBS /SQ. IN. 3979 5588 5447 OTTO ROSENAU && ASSOCIATES, INC. SO INSPECTOR AND DATE R. Bogle 4 -20 -90 1).Newman 5 -1 -90 R. Gilbert 5 -11 -90 1 1 t O Ca CAS N/aU &. ASSOGIATES -J cc: Owner 1- Architect 1- Engineer 1- Contractor 1 _ Rlrin flan' CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723-2221 CONSTRUCTION INSPECTION REPORT PROJECT: Segale Business Park - Continental Mills (761) ADDRESS: 18125 Andover Park W., Tukwila ARCHITECT: Lance Mueller & Assoc. CONTRACTOR: Segale Business Park INSPECTOR'S REMARKS PERMIT NUMBER: JOB NUMBER: 90 -112 ENGINEER: Robert C. Raichle, Jr. INSPECTED AT: Job site Inspected and approved the resteel and forms for 6 tilt -up panels for canopy addition and entrance slab on grade for Building 761. Found resteel for the above to be properly spaced and tied as per approved plans and specifications. Resteel is grade 60, as specified, from Seattle Steel and Salmon Bay Steel. Inspected and approved the resteel and forms in canopy grade beam. Resteel is grade 60, as specified, from Cascade Mills. Inspected and approved the resteel and forms for precast spandrel beams located in Segale's yard. Found resteel to be clean and properly placed as per approved plans and specifications. Resteel is grade 60, as specified, from Seattle Steel. This report is the exclusive property of our firm for use in producing a final report to obtain a Certificate of Occupancy. Use of this report by any other person or firm is strictly prohibited without written permission from our firm. This report may be a matter of . public record at government agencies etc., but it is public record for viewing only, not for personal or financial gain. } 4 • OTTO R 3ENAU & ASSSC 2IATES, INC. CONCRETE REPORT JOB NUMBER: 90 - 112 REPORT NUMBER: 002 PROJECT: Segale Business Park — Continental Mills (Project 761) DATE: 1 May 1990 I inspected placement of Stoneway Sand & Gravel Mix Number: 5500 Concrete was placed via chute Batch weights per cubic yard: 1950 # 7/8" agg. # oz. per 100# of at 18 Cast specimens #2 A —C Cast specimens # Cast specimens # Weather: overcast 80° CYLINDERS ARRIVED IN LAB AND/OR REMARKS: 5 -2 -90 DATE CAST 5 -1 -90 cc: Owner 1- Architect. 1- Engineer CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South (206) 7254600 • Tacoma 627.4477 • Fax (206) 723.2221 at at COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SO. IN.) DATE AGE IN SPECIMEN. UTL. STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS •• 5 -8 -90 7 1— Contractor 1— Bldg. Dept. Batch Plant • Seattle, WA 98118 PERMIT NUMBER:' 517 # INSPECTOR: D. Newman 28 cubic yards of 5i sack, 3, 000 , in the following areas: canopy grade beam and it was vibrated internally. Slump range 3 to 5" Type I /II cement, oz. cement. cubic yards with a 3 cubic yards with a cubic yards with a Concrete Temperature: 2 - 29 #14 oz. 115,000 6023 " slump. Del. ticket # 264319 slump. Del. ticket # " slump. Del. ticket # . 69 psi concrete from 1440. # sand, per 100# of cement. .STRENGTH LBS /SQ. IN.' 4067 OTTO ROSENAU & ASSOCIATES, INC, INSPECTOR AND DATE cc: Owner 1- Architect 1- Engineer 1.- Contractor 1- Bldg, Dept. OTTO RO°CNAU & ASSOduATE CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 •(206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 INSPECTOR'S REMARKS alb UV/0) , MAY 0 21990 TY Ot• L.ANNING DEPT, CONSTRUCTION INSPECTION REPORT PROJECT: Segale Business Park - Continental Mills (761) PERMIT NUMBER : 6023 • ADDRESS: 18125 Andover Park W., Tukwila JOB NUMBER: 90 -112 ARCHITECT: Lance Mueller & Assoc. ENGINEER: Robert C. Raichle, Jr. CONTRACTOR:, Segale Business Park INSPECTED AT: Job site R. Bogle Inspected and approved the resteel and forms for 6 tilt -up panels for 4 -20 -90 canopy addition and entrance slab on grade for Building 761. Found resteel for the above to be properly spaced and tied as per approved plans and specifications. Resteel is grade 60, as specified, from Seattle Steel and Salmon Bay Steel. This report is the exclusive property of our firm for use in producing a final report to obtain a Certificate of Occupancy. Use of this report by any other person or firm is strictly prohibited without written permission from our firm. This report may be a matter of public record at government agencies etc., but it is public record for viewing only, not for personal or financial gain. 01, OTTO ROSCNAU & ASSOC RTES C. MAY 0 7 199Q ft''JG DEPT PROJECT: Segale Business Park - Continental Mills (761) ADDRESS: 18125 Andover Park W., Tukwila ARCHITECT: Lance Mueller & Assoc. CONTRACTOR: Segale Business Park INSPECTOR AND DATE D. Newman 5 -1 -90 cc: Owner 1.- Architect 1- Engineer 1- Contractor 1- BIdo. Dent. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 CONSTRUCTION INSPECTION REPORT INSPECTOR'S REMARKS PERMIT NUMBER:6 JOB NUMBER: 90 -112 ENGINEER: Robert C. Raichle, Jr. INSPECTED AT: Job site R. Bogle Inspected and approved the resteel and forms for 6 tilt -up panels for 4 -20 -90 canopy addition and entrance slab on grade for Building 761. Found resteel for the above to be properly spaced and tied as per approved plans and specifications. Resteel is grade 60, as specified, from Seattle Steel and Salmon Bay Steel. Inspected and approved the resteel and forms in canopy grade beam. Resteel is grade 60, as specified, from Cascade Mills. This report is the exclusive property of our firm for use in producing a final report to obtain a Certificate of Occupancy. Use of this report by any other person or firm is strictly prohibited without written permission from our firm. This report may be a matter of public record at government agencies etc., but it is public record for viewing only, not for personal or financial gain. fr Z CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 JOB NUMBER: 90 - 112 PROJECT: Segale Business Park DATE: 20 April 199.0 I inspected placement of S toneway Mix Number: 6001 OTTO RCSENAU & ASS GATES, INC. Concrete was placed via chute Batch weights per cubic yard: 1950 # 7/8" agg. DATE CAST oz. Cast specimens 11 1 A—C Cast specimens 11 Cast specimens 11 4 -20 -90 4 -27 -90 cc: • Owner 1- Architect 1-Engineer R. Bogle 15i sack, 3500 , in the following areas: 6 tilt — panels for and entrance slab on grade for Building 761. per 100# of cement. at 10 at at Weather: Overcast (rain) Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 4 - - COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SO, IN.) DATE AGE IN SPECIMEN UTL. STRENGTH BROKEN DAYS NUMBER WEIGHT. IN LBS 7 1- Contractor 1- Bldg. Dept. Batch Plant CONCRETE REPORT REPORT NUMBER: 001 PERMIT NUMBER: 6023 - .. Continental Mills (Project 761) INSPECTOR: cubic yards of 6 and it was vibrated internally. Slump range 5 " -5i 564 # Type 11 cement, 1210 #sand, # +) oz. 'AEA per 100# of cement. cubic yards with a cubic yards with a cubic yards with a 1 — A 3000 oz. 5 " slump. Del, ticket # 262741 " slump. Del. ticket # " slump. Del. ticket # psi concrete from canopy addition STRENGTH LBS /SQ. IN. 112,500 3979 OTTO ROSENAU & ASSOCIATES, INC. Ae9"..7,5r Plan Check #90 -079: Continental Mills 18125 Andover Pk W THE FOLLOWING COMMENTS APPLY T A ND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER_J9Q __, 1. Na changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. 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). 3 . All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 4. 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, 5. All structural concrete to be special inspected (Sec. 306, UBC). 6. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 7. 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 State Regulations for Barrier Free Facility (1989 Edition). 8. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9. 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 this code or of any. other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. " ><" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATES) CORRECTION NOTICE ISSUED X 1 Footings 433 - 1849 X 2 Foundation 433 -1849 3 Slab and/or Slab Insulation 433 - 1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433 - 1849 7 Framing 433 - 1849 8 Insulation 433 - 1849 9 Suspended Ceiling 433 - 1849 10 Wall Board Fastening 433 - 1849 X 11 Concrete Inspection 433 -1845 12 13 14 FIRE FINAL Insp: 575 - 4404 15 PLANNING FINAL 433 - 1849 16 PUBLIC WORKS FINAL 433 - 0179 ' X 17 BUILDING FINAL 433 -1849 BUILDLIG PERMIT INSPECTION RECORD CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 SITE ADDRESS: 18125 Andover Pk W (Post with Building Permit In conspicuous place) SUITE NO.: BUILDING (1)0&3 PERMIT NO. DATE ISSUED: PROJECT: Continental Mills CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS (INSPECTOR COMMENT SECTION ON REVERSE 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. ovum 'X' REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 8 Masonry Chimney F 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening y 11 CollCge =N1 , 12 13 Z14 FIRE FINAL Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL X17 BUILDING FINAL PLAN CHECK NUMBER ci0 —0 1., 4 PROJECT: C C W z I N IJ - r,4L M ILL THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUUKKWILLA BUILDING PERMIT NUMBER . ■/f No changes will be made to the plans unless approved by the �/ Architect and the Tukwila Building Division. O 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). i r i e Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work ,,ill be inspected by that agency (872- 6363). O All mechanical work shall be under separate permit through the City of Tukwila. " A11 permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. Wh en 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 Budding Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. A ll structural concrete to be special inspected (Sec. 306, UBC), (0 All structural welding to be done by W.A.0.0. certified welder and special inspected (Sec. 306, UBC). O All high - strength bolting to be special inspected (Sec. 306, UBC). i0 Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Il Partition walls attached to ceiling grid must be laterally braced if over eight (01 feet in length. 12 Readily accessible access to roof mounted equipment is required. 13 Englneereed 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. i i ii)O F Any eaposed insulations backing material to have Flame Spread Rating of 23 or less, and material shall bear identification showing the fire performance rating thereof. 19 Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). 16 A statement from the roofing contractor verifying fire retardancy of rook will be required prior to final inspection (see attached procedure). Al! construction t0 be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washinnton State Energy Code (1989 Edition), and Washington Stile Regulations for Barrier Free Facility (1989 Edition). 18 All food preparation establishments oust have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the Job site. 0 Fire retardant treated wood shall nave a flame spread of not over 23. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. % Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. O All spray applied fireproofing as required by U.S.C. Standard No, 43-0, shall be special inspected. 22 All wood to remain in placed concrete shall be treated wood. 23 All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 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 this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. Dear Sir: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 90 -079 (513) April 9, 1990 Re: Continental Mills - 18125 Andover Park West Gary L. VanDusen, Mayor The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) 2. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) Extend sprinkler coverage to include all canopies, entryways, foyers, etc. which are completely or partially constructed of combustible materials. (UFC 10.301) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) 3. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached penetrated, removed or C _�1� Mahan &DeSao CONSULTING ENGINEERS April 17, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -08 (Continental Mills) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. We have no additional comments. Enclosed are drawings and calculations for your use. Sincerely, Cry t tal Kolke CLK:1 cc: Lance Mueller & Associates 130 Lakeside Seattle, Washington 98122 • 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 RECEIVED CITY OF TUKWILA APR 1 7 1990 PERMIT CENTER Mahan &DeSalvo CONSULTING ENGINEERS .April 11, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -08 (Continental Mills) Dear Mr. Griffin, cc: Lance Mueller & Associates 130 Lakeside Seattle, Washington 98122 1411 Fourth Avenue Bldg. Seattle, Washington 98101 Lid I..�JI,,`tl+• 24.8150 [APR 1 2 1990 CITY OF TUKWILA PLANNING DEPT. We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. In the General Notes: a) Call for special inspection of concrete per Section 306(a). b) Welding of Grade 60 reinforcing shall not be to AWS designation A5.1; revise note as required. c) Provide specifications for metal deck or call out manufacturer used. Also, call for welding to be manufacturer's recommendations. 2. Detail on Sheet S1 shows a new W12x40 beam. Show connections and adequate support for this beam. Also, this detail shows rafters "by others "; are these rafters attached to the canopy? Will there be a roof over the rafters to create a snow load? Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, Bridget Smith BLS:1 .... ....._ ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. • SUITE 205 • SEATTLE, WA 98115 - (206)525 -7560 • FAX $ (206) 522 -6698 l• SUBJECT JOB NO.. JO• NAME /1 //e..,/.1e, APR 051990 MAHAN & DESALVO, INC. Y. Z 4 i7 CAI �J T CITY OF TUKWILA (APPROVED APR 17 1990 As.Z T BUILDING'DIVI ION DATE SHEET OF BY 4 '� / 1 - 2 K2 x /1 /0/ 1,�. RECEIVED CITY OF TUKWILA APR 0 3 1990 PERMIT CENTER (� 7 w jS J ENGINEERS-NORTHWEST INC. P.S. 6869 W000LAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 • (206)525.7560 - FAX 0 (206) 522-6698 Joe No..... Jos NAME S 4 #t / C 6 . DATE A. it/ V 0 SUBJECT C0 k $ f OF Py SHEET BY . AJ = 1 3/ 7) c• 24 C /8 TJT ez ef, • a1 ,d IIc4 5°14 13 • h •P= , , et): Bar /0 .. • # 2( - atc 4r.70. - ?7._ I C.,!111.1 I !Jill. I C.J771. I T e4.17 ch • gi n :4-1H i • ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. . SUITE 205 • SEATTLE, WA 98115 - (2061525.7560 - FAX # (206) 522 -6696 JOIN No. SUSJCCT M• u � Joe NAME .t 2 1) K. 7 k / 3 xS`7‹ 2 ) 7!r rAc (.5 7 r ;6) .l n• X1.14 x.67 . Y d • rrt /'1 Y. L-,/Q . ; i.0 r L w i.0 • L i r* N• f re. "x DATE / � %d SHEET c" Z of By 94 • r • • . • • ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 • SEATTLE, WA 98115 - (206)525.7560 - FAX * (208) 5224898 . • ,` Joe No — Joe NAME eo.• • S k AS ,Z If9 F Jrr 2 , 0 t /• ..? Z; / V a s K''1 t r - /• ,S 7 - r z 7- rwt .•,. - I • f .f st 3 7;, .2 . jai .:V S.61( 61( 2 ••• 47. 1. . i 1 IBS; •S - , 2. �. / 4 )• As r s 1 zc . 77 .ii) S.SX 2. �r 0 DATE . // SHEET S ` 40F BY T O ` F' 7 w r�1a�r !�� ' 12, .S''f,l _ 17!1 y f ,h �� • �,. r s —, 2 710 • WALL OVERTURNING Geometry LI (ft1= 1 L2 MI= 38 P1 L3 (ft)= 1 Length ft= 40 1 Nth •(ft)= 2 Area sq ft 80 Thk (in)= 18 BURY (ft)= 2 Loads Wall 1k)= 8.8 P1 (kip= 6.9 P2 (kip)= 6.9 P3 Skip)* 0 Out ift)= 0 W1"--- L4 - - -412 Mount ' k= ' 0.0001 Output Mot acts left-- - F.S. = 1111111111 M1 (ksf)= 0.71 . W2 (ksf)s 0.71 14 (ft)= 40.00 Total wt = 56.60 - M11111111110 0.71 0.11 �-- 40.00 - -- Dist- - - - ^P3 /11'4 K N k WALL OVERTURNING Geometry LI (ftl* 1 ^..� - -- Dist- • - - "P3 12 (It)s 38 P f2 L3 (ftl= I Length ft• 40 Wth Iftls 2 Area sq it 80 Thk lin)■ 18 BURY lft)= 2 Loads Wall 1k)= 8.8 •_ -- - ._.- ...._ :__... F1 )kip)' 6.9 1 ; P2 Skip)* 6.1 P3 (kip)s 0 Dist Ift)= 0 . Moment ') := 101 Output Moe acts left - -- -- right --- F.S. = 11.21. 11.21 WI (ksf)' 0.90 0.90 W2 (ksf)' 0.52 0.52 L4 ift); 40.00 40.00 Total wt = 56.60 r �')' .., f.Sei ley f 8x•3 lot fre /. se, = i fr-4 ,( f • As 9 / * WALL OVERTURNING Geometry LI Ift): 28 12 Ift)= 3.5 13 (ft)r 0 Length ft= Nth Ift1= 2 Area sq ft Thk' fin/1 IB BURY (ft)= Loads Wall (k)= 4.4 P1 (kip): 0 P2 (kip)* 6.9 P3 (kip); 0 Dist (ft)= Moment 'k= 0.0001 Output- Mom acts left-- - F,S. = 1006111N1 WI (kW= 0.09 W2 Iksf )= 1.12 L4 (ft)= 31.50 Total wt 38.08 C 31.5 63 2 -- right - -- 1111011101 1.12 0.09 31.50 WALL OVERTURNING Geosatry LI (ft)= 28 L2 lit)' 3.5 13 (ft)= 0 Length ft= 31.5 Wth (ft)= 2 Area sq ft 63 Thk (inls 18 BURY (ft)* 2 Loads Nall (k)= 4.4 P1 (kip)* 0 P2 Ikip)= 6.9 P3 (kip)= 0 Dist (ft)= Mount 'k= 101 Output Mom acts left-- - F.S, s 7.62 WI (ksf)= 0.39 62 (ksf)= 0.81 14 (ft)= 31.V0 Total wt = 38.08 -- right - -- 4.25 1.47 0.00 25.88 P1 P ., - 1 1 ^---- L2---- � - 13 - ^ 0 WI ^--- L4 - - - "W2 1 1 A n'gS: 86'S 1 f 4 . ••••••10 S"" 48'52 i lm t 8I'g =(I+) 01 000 =(4.1) atM . 12"Z =(fml) TM. wow 99 =4, lualhow • ZM,...---01---•AM 0 • =(44•) itsTa 0 . eff(dI)f) 2d y-n- 0 = ( ti T1 ) ;:',:c1 ....... , .. ..•• 11401* 1 0 OV() 1.:1 V (1) It*M Auna ZT 4+ hr em..11/41 =4+ 1 .44buol.qq - ir, 99"2 99"Z • 9NIN4fMA:4A0 TThM emmunlumo llum LI:141 ta 4 .91 j 4.11( L, 4... 65' qi 96o• t 4 4 , 1 . 4 CO ra 1 '13 • . felol 9C°9 ?e =(1) V1 () 00'0 =0 27M =(• TM Lq-I •T .s.4 ---4+:0I-----s4DR wow SKI =1, 4uatuow 0 =(41) 7 1 41 TU 0 , c(c 1 T , I), 2d 0 dui) 0 =(dPi) Td "TT rz(1) •TTeM --(1+) Auna zy .(U) 'jig! ha WMA, V =(40 1 -14M 86•II =4+ glbual 91 =cm 2• 99"2 r1(4+) n 9I =(I+) 11 • ■ • •' • • 2/x'1. TO //J .9GH E/Li : 7S, A7S7 les//4-- . ",a3' L ?4/ 4 7LTS �? . °a , ,L, ep x62 K /8 7 •C:;lai �f/)(Go / ~ Ti AiCISSES CITY OF TUKWILA APPROVED APR 1.7 1990 4- A- // 2) 40 CFAUTErt UN {i 7FV, SS ehosa. PO /NT PM. O va D /AGakS4L_ ,P, C. 1n/A' RECEIVED CITY OF TUKWILA APR 0 3 1990 PERMIT CENTER G'� DI �• Rq U te 4 C , r , , s `� :: •P , I � ' :v. er• Ai &, G�� iilt DWN:EAT, :....... $ &AL" 2.6 / . . BUII.DI ENG'D: 1R.R. ROOF TRUSS .5 UPPOf r E; SKYLJG047 JOB N0 . DATE: 3-20 50 ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 SHEET s'_ 2/x'1. TO //J .9GH E/Li : 7S, A7S7 les//4-- . ",a3' L ?4/ 4 7LTS �? . °a , ,L, ep x62 K /8 7 •C:;lai �f/)(Go / ~ Ti AiCISSES CITY OF TUKWILA APPROVED APR 1.7 1990 4- A- // 2) 40 CFAUTErt UN {i 7FV, SS ehosa. PO /NT PM. O va D /AGakS4L_ ,P, C. 1n/A' RECEIVED CITY OF TUKWILA APR 0 3 1990 PERMIT CENTER SITE ADDRESS SUITE it 16125 Andover Park trlest VALUE OF CONSTRUCTION • $ $62,047.00 PROJECT NAME/TENANT Continental Mills ASSESSOR ACCOUNT # 352304 -9119 TYPE OF ❑ New Building Addition U Tenant Improvement (commercial) Li Demolition (building) WORK: 0 Rack Storage ❑ Retool ❑ Remodel (residential ❑ Other: DESCRIBE WORK TO BE DONE: New exterior portico BUILDING USE (office, warehouse. etc.) Office . APR 0 5 IYYU - A NATURE OF BUSINESS: Food M `lit WILL THERE BE A CHANGE IN USE? No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 23786 Tenant Space: Area of Construction: 1225 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER Segale Business Pgrk PHONE 575 -3200 ADDRESS P.O. Box 88050 Tukwila ZIP 98138 CONTRACTOR Segale Bus .n s Park PHONE 575 -3200 ADDRESS P.O. Box 88050 Tukwila • ZIP 98138 WA. ST. CONTRACTOR'S LICENSE # SLGALBP151 EXP. DATE 7 -9 -90 ARCHITECT Lance Mueller & Associates PHONE 325 -2553 ADDRESS 1 30 7,akeside CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 ,APPLICAT!Cr MUST BE FJLLED OUT .COMPLETELY OR AUTHORIZED AGENT DATE APPLICATION ACCEPTED ADDRESS P.O. Box 88050 PRINT NAME ste_verk R- Nelson UILDIP` a PERMIT APPLICATION FEES (fer staff use only) DESCRIPTION . :. BUILDING PERMIT FEE PLAN CHECK FEE BUILDING. SURCHARGE ENERGY SURCHARGE OTHER: AMOUNT.... s RCPT # TOTAL -• :. :.. i'HEREBYGERT{FY:THAT. ..I. HAVE READ AND EXAMINED APRl IGATIONAND ;KNOW :.THE SAMF BE : :: TRUE ANIICORRECT °AND I Afvl AUTHORIZED>TO'APPLY. FOR:THIS::'PERM {T. • BUILDING OWNER SI •f N ( R aC�i'1 y /y� DATE PHONE 575 -3200 CITY /ZIP 98138 CONTACT PERSON St Pv N s PHONE 575 -3200 sr �l son ca DATE 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 ! 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 CF 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 TO: FROM: DATE: SUBJECT: (10 /T2.ME140) 90 jc City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (200) 433.1800 Gary L. Vanousen, Mayor 'Y1n ahc�,n � � dal y o N9ri 1 5, 1990 Con-tirQ r o,1 \ MEMORANDUM Farb c_..o 3 U r12vJ C' 0 Plan eview PROJECT ADDRESS DATE [ PLAN CHECK] NUMBER 011074 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: t D/ •AMA/IAIF1 A /I /)N /Alf Plan Review PROJECT C1JTe MILLS ADDRESS ( 8 ( 2. S A 1\mew 2, P k , DATE PLAN CHECK NUMBER X 10 - 07cl NAM CITY OF TUKWILA /► DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: , v 1 AI •u•i■rn suI••"• NO CO N�_e.t, e- )■\GINIeer?..S STAM (`)2.1 lPnRT1 Cr\ S CROCT0 L._ ( ScReEENI iJC rz e0u12e I\ - — U Wn L 3 0 1D. ZG A C LL- A c- I r - c. - C3c L A VAL(13i.e. - 3 23 1a AS LIM' RE. R lJ e b nay C A" L L , 2:3S P_ /y - ray ∎LI_ A : t_ • A V 4l-I !? 3 2- _ ST v ■ELS -. a . - - r d, S_s,l1P■1'r P-G\I SIA Kt 4 1213,;. - 7 1 LIEEK t_:. V - '2 Cv 1. z _ L.. ' M l ■ A- - I. 31f 3 S = SO - - ' .0 i . 'T• PO" (( L.4._ / ST4 MGM JILL. Sue Ns (T 1 C.o P (E I= 1 2 G ( Co P ter �o A ' - .4 L -02 ■A ► --s E'N1G1N Nl-", t5E Po'kT1 _ I I r? Rec.c r u qD ALL i n a t_..__r .N'M Plan Review PROJECT C1JTe MILLS ADDRESS ( 8 ( 2. S A 1\mew 2, P k , DATE PLAN CHECK NUMBER X 10 - 07cl NAM CITY OF TUKWILA /► DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: , v 1 AI •u•i■rn suI••"• DATE 4 -3 -90 Calculations. * *REVISION SUBMITTAL ** PROJECT NAME Continental Mills Exterior Canopy ADDRESS 18125 Andover Park West CONTACT PERSON Steve Nelson PHONE 575 -3200 ARCHITECT OR ENGINEER Engineers Northwest Bob Riachle PERMIT NUMBER N)A PLAN CHECK NUMBER 90- o q TYPE OF REVISION: Revised drawing Si, new foundations, steel trusses, metal decking. Roof truss support at skylight. (detail) SHEET NUMBER(S) S1 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: Ken Nelson CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 (If previously issued) occo vFn CITY OF 'TUKWILA ?R '0 3 19 PERMIT CENTER PERMIT NO. - CONTACTED DATE READY DATE NOTIFIED I - ] _ 90 Lk / l (init.) � PERMIT EXPIRES 2nd NOTIFICATION BY: (snit.) AMOUNT OWING 0 3RD NOTIFICATION BY: PLAN CHECK NUMBER 90- d1 1 (if BUILDING - initial review 01( FIRE O PLANNING O PUBLIC WORKS El OTHER BUILDING PERMIT APPLICATION TRACKING BUILDING - final review 17 ) REVIEW COMPLETED PROJECT NAME Con-H nQ-n l 'Mill 5 SITE ADDRESS 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 ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE OCC. SQUARE OCC. SQUARE OCC. SQUARE OCC. SQUARE OCC. TOTAL TOTAL OCCU- FEET LOAD FEET LOAD FEET LOAD FEET LOAD FEET LOAD SQUARE FEET PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. Q- c1 y(i • Y go (ROUTED) ZONING: 1BARAAND USE CONDITIONS? f]Y INI'r: MINIMUM SETBACKS: N. S- INIT: INIT: P\nkv-e r Pk tJ I MRE CONSULTANT: Date Sent REFERENCE FILE NOS.: 9b A\AH4NN 'h sdLVO O $ L eTTet5 TYPE OF CONSTRUCTION: NIT: �� tJ� ( c ( MEl 5 55 . 5555:s:555 555:55:55 SUITE NO. Date Approved - 6i FIRE PROTECTION -S] Sprinklers [ I Detectors t) N/A FIRE DEPT. LETTER DATED: Y' - S - f D INSPECTOR: ) j UTILITY PERMITS REQUIRED? ❑ Yes — 121 No PUBLIC WORKS LETTER DATED: UBC EDITION (year): D SCRI TION AMOUNT. RCPT # DATE BUILDING PERMIT FEE • • 3.00 L d-(q Q Q --90 PLAN CHECK FEE . 1.0D WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER _ • ! Par PHONE - 5 5 -3200 ADDRESS P.O. Box 88050 Tukwila BUILDING SURCHARGE 'i.50 PHONE 575 -3200 ZIP 98138 WA. ST. CONTRACTOR'S LICENSE # ENERGY SURCHARGE ARCHITECT Lance Mueller & Associates PHONE 325 -2553 ADDRESS 1 . - ZIP OTHER: .TOTAL - - :;q . ' l/ SITE ADDRESS SUITE # 16125 Andover Park West VALUE OF CONSTRUCTION - $ $62,047.00 PROJECT NAME/TENANT Continental Mills ASSESSOR ACCOUNT # 352304 -9119 TYPE OF Li New Building Addition Li Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage O Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: New exterior /Portico BUILDING USE (office, warehouse, etc.) Office NATURE OF BUSINESS: Food WILL THERE BE A CHANGE IN USE? Axl No Li Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 23786 Tenant Space: Area of Construction: 1225 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER _ • ! Par PHONE - 5 5 -3200 ADDRESS P.O. Box 88050 Tukwila ZIP 98138 CONTRACTOR !_ - k ADDRESS P.O. Box 88050 Tukwila PHONE 575 -3200 ZIP 98138 WA. ST. CONTRACTOR'S LICENSE # EXP. DATE 7-9-90 ARCHITECT Lance Mueller & Associates PHONE 325 -2553 ADDRESS 1 . - ZIP CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 • APPLICATION MUST BE FILLED OUT COMPLETELY 1PLAN CHECK NUMBER I.:H THAT I :HAVE READ AND; EXAMINED` THIS: APPLICATION AND`KNOW THE:SAME:TO BE ;TRUE:'AND CORRECT, AND I. AM AUTHORIZED. TO APPLY FOR THIS. PERMIT BUILDING OWNER OR AUTHORIZED AGENT SIfalN4WFURE DATE APPLICATION ACCEPTED PRINT NAME Steven R. Nelson ADDRESS P.O. Box 88050 BUILDIF 3 PERMIT APPLICATION FEES (for staff use only) DATE Z- zz- ?U PHONE 575 -3200 CITY /ZIP 98138 PHONE 575 -3200 CONTACT PERSON Steve Nelson 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 architecVengineer, 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 n 03130,88 COMMERCIAL 00:001000041000iii8i* • • ri • inp leled bun •••: perm • Assessor :0*con Two se (2 otlh. following * • • . • • • • • Wilding:Perot • •• • ••• Two (2) sets of plans, which lnd Budng floor plan showing taite dt • d oors • • nsiOnti:Ol'ali liSle Tenant ispace a • " " • • and a w'a plan OeICUlatibti.X stain08.d. RESIDENTIAL NEW SIFIGLE-FAIAILY.•DWEI.L.114139/ASDI CompleNCI appilcatlen10niatot0*,h Ct • •• • • ..•••••••' .••••••••••••.•,. ••••••••••••••• •••••••• , Two sets (2) o *CirkIng which inclui 'Site plan Foutikos 7iin vie e. FIMAC" _Ae elev ations vsle. • ding cro Plan. P lati B vations (a tural gy code Building Washintiar S tate Ener Completed utility Pon* application . •••. . . • • • : • • • Six/ (6) sets of site plans showing utilities NOTE Building site plan and utility site plan May.bdconiblned::$eit:.:. Lac* permit application and checklist for specific submittal :requiretrents:;: CHECKJST •:.:::coMMERclAL.TENAHT .. :JUPROVEMENT • Completed building permit application (one Overall dimensions MOn tf, Of building or si r proposad tenant space , roolif,ta II . EXhOrs ons1wctlon details 'Crou selons showing wall construction and me thod .. attacloeient for floor and ceiling engineer may be required if Structural work is 7b0:isitio (2 P!! wi and I and walls:0 be demolish • •REROO L Assessor A�ount Number . . . . E Narrative desng existing roof, matedal being removed, an material being Installed NOTE A c*rtificatlon letter Is required pilot to final in • off of th. permit. • . ' ' ••:••••:•::•::••••••-:••• ANTEpii44/84■7040:TE:::(1011 • • • om pleted bui ue�sor Account Number wo (2 sets of plan - te Plan (showing buikng and location of antenna/satellIte dial •• nititItOCI::OtattaChirien ••!'• • °*tri" • • • .... i:WashIn9tofl . State. hens • • • ZZAC ' z S 1 4 ti wAvoN r' 0 - - A NA - Z-. fC fe ` I - - -- ST =•" 7' LIGHT SrA (DAR0 C/a'r Lq 3/N .r.� ---- - - - - -- 8'!!/ /_ 0 / NG •• -- s _. SArvi ret Y SE iV'e, -so- • STORM /7? ."4//11 fr A7 R fry /17 /l -T.4 //V poet: 7 SOUND i- -ovs/I R 1 CO- WA S f / /NG 7 vN NA7 "1./RAL GAS CO. PAC /F /C NQRTHft/b.787" 3 El _-_ L/NE. i •. coivci e r g ..,'°.fYe. e -le,eir,er d` ', f. =4'-A eeee *1`.Y-:r :.4••'P"r '? %'. f ', `. e;4't.!'.f, . y ".m tw. 25 +•• `h s ' e s efe !RtCNl3t:�r <r ' � ,s ' &AS"EM TO O k: NG eo. 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' 4 LEGAL DES C/ 1j'7 /0/V That portion of the Northeast Quarter of Section 35, Tt_ ':nship 23 North, Range 4 E.•: , E'l.M., in-King C:otird\., Washington, described as follows: Beginning at a monument at the Northeast corner of the Southwest Qurirter of said Northeast Quarter of said Section; thence South 07°44'56" west, 765.42 feet; thence North 82 °15'04" West, 30.'00 foot to the TRUE POINT Or BEGINNING; thence North 82 West, 263.25 feet; thence North 19 East, 101.32 feet to a point_ of curvature; thence along a curve to the right having a radius of 409.26 feet, through a central angle of 22°12'21" an arc distance of 158.61 feet; thence South 87'50'09" cast, 133.01 feet to a }point of curve; thence along a curve to the right having a radius of 45.00 feet, through a central :angle of 95 ° 35'05" an are length of 75.06 feet; thence South 07 °11'56" [lest_, 212.73 feet to the TRUE; PO1NT OF BEGINNING. '4 't. ".I.' 4 f •.h.Ta a '.L .{!�'.?: sg, Ix} -. r"'.e st �t � ,r.^ -� +,. •!+ M.'. .. .,,'11t:±v*,'SM� LS RESERVING an casement for side walk and utility 'purposes over the tlortheriy 15.00 feet, end over the EaSterly 15.00 RESERVING the right of ingress and e {tend Utilities. and egress to maintain, install, improve RESERVING an Easement for railr:ord purposes, including, but not limited to, mainerac:k, lead track and spur: tracks, as well as for access and storage over that portion thereof lying within 10 feet of the centerline of that certain railroad lead track easement recorded end(. r Auditor's File No. 7707080078. 1-1 SFPV1NG an Easceerrt for railroad -pur track purposes oeer, ti strip of land 20 feet in width having 10 feet of such width on each :,idle of the following dra - c:ri.be(3 c cnt.c cline c BEGINNING NG t the 7 Southwest. corner of the ebovc' descx 1 Pia eel of land; 1) :nce ;- ,�Ith 82 °15'04" Feet along the Seeth line of .s,'- }...d j:7e x:1'..1. of land 10.31 feet to the `.'RUE POINT fly BEGINNING TNNI NG of the c entt-i. i x : ,e. thence going in a Northerly direction along a curve to the right ha'= : ig .t radius of 480.00 feet, the center of which boars Cooth 82°2) ieest, thi:ough a central jangle of 1:1`46'14" an arc distence of 98.61 feet to a point oe the West 1. ine of the ebove described parcel of land and the terminus of the centerline. ine. SUBJECT TOO an Easement over a strip of land 30 feet in , den lying :•;dja -- cent to, paral'l_el with and within the peri.meter boundary of the parcel of land 'dr:scri.r:ed above for bui:lditr :q setback purposes. TOGETHER wr'}' i a non -excl ilsive Easement for ingress, egress and utilities purposes, 60 feet in width, having 30 feet of such width on each side of the following described centerline: t3EGINN3.'t•?(1 at a . o11'•.'smentt at :•.?-e Northeast corner of the Southwest Quarter of the Northeast. Quarter of Secf c 35, Township 23. North. Range 4 Past, fr' :.M. , in King County, Washington; rig,ton, the nce South 07'44'56' West, 765.42 feet to the terminus of thi this sementocent:e.rline, EXCEPT that porti.an thereof lying within witnn SUBJECT, HOWEVER, to the right of Owner and Owner's SuCeessc)Ls in title ' to relocate said Easement within SCoa.ie Business Park On the following terms and conditions: , PLAN REVIEW F'IR Cf MPI i .f' Ci t al I:I TrE rol.iewiNG-ORDiNANCES ONLY r- P i. f i ' ' :;';0;1:1 BUiiulfyG GJDE 17.1 i' v ' S a Flirt UNiWCRM CODE 0 WPSNlNGTON STATE liCi"lithoN FOR BARRIER-FREE FACILITIES 0 WASHINGTON STATE ENERGY CODE SUBJECT TO INERPRETATIONS OF'THE GOVERNiNG'AUTHORITY, ERRORS, OMISSIONS AND INCONSISTENCIES. DATE IN ' DATE OUT • (r) ' o MAHAN & DF.SAI_VO, INC. ' 4��` r.E:e r-e ri see.ee e O' C4 .e.eYCree ayr:s: ( Any Stich relocation shall perpetuate similar rights of ingress, , egress and utilities to a public road; (2) The width of "said relocated Easement and the ph''ical s'ut.-;ciTag thereof_ Shall he similar to that of the initial ea.: _ teent The The route of said relocated Easement shall 'afford xeasoI;abi.y direct access t.o ._3. public road; (4) The legal rights of Mortgagee and Mortgagee's successors here Under, in and to route? of said relocated' easement ,shall be sub- stantially the scribe as with respect to the :route of the initial esellentt; (5) Sa id c`lo t; ^ C3 ..,.,3 SiZ l }i :� :'�irt'r' r.nr'�1 Inni.-'-n.3 1 � :s s ups�1emeci t t-o phi i.nst.ru;ie» cr ;eta i.l ni. a revist:a .lecrt3'1 d •ip-. Lion and Shall be insured at the expense of Owner by a Title I;i-- ¶ uranCe 'Company on the same bass as the original ''elocc b1e easement. (6) The 'expenses of such eeloeaLion, includieg' she construct4on and surfacing thereof, shall be the responsibility of Owner r or. Owne_e's successors in title, P ?CVIDtt, HOWEVER, that no such relocation sl.a l`1' eermitted if, in the opinion of independent real_ estate appraiser (M. A.'T .) as selected by hate rtgrgee)<,Gti.en , aiA Market '.clu easement of the secured property as of b .. the J,a�. t ee, the fair t would be reduce sri ' d by reason of saich relocation ' below the fair market value of the secured proPertY as, of the date 'of execution of this Assignment, as determined by the icrt:tia gee pr to the `xecation date hereof. The expenses `of such appraiser shall be paid by the Owner or Owner's successor in title. MEROWS APR 0 51990 JLDING DIVISION CrfY v, r_.av FEB 2 3 ' iz3t V�ar1 � P cea n 1 ,4.77A. 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PLAID/ • R (0 8 ' 3 /8 ( Z S , a -v" v&'r. -r- y P E F 5x Pc-.R ,G _ -t- • - -_ F x 3 x V4-' e _ E . Z �C.a I f%' AA /S K4 r Co" 5 - ‘f fi `rte K N.w r"E Z•G . 7 •I (" 3 x 3y ,✓4" ;22 G- /•'J 7 c,- A'L -L17' !3- r . C a. -" 'c . - lc- I c J 0 K ` .+ -&:) / F? / h.I PAP T/AL ROOF PL._.A PER 5 ' -2 , 3 '0 CON N ►- C_r. L.4 x 4 $. '12 5 x I' -G0 (" 4 -x X Q' - 8" w / Z"*S x 2' -Go" ver<r. 4 / - s /t, x co" w .) 43 " / •- 0 " ESC /�7" f=/4.I S 1 E x / �T /r.1 es r Z' /z • 22 / < '/4 -' 5" I�- p �l)e0 OPf'. 4� r - � q P E�J 'S , r 'S 5 A 71 iC ' /4. x 0j" Can w/ Z - 5 / 4 r x � ' tA/ H �� z, Es / r. r3 .) _ -- ------- i 4 (3 " Cox Wl.4ic /.4- W IA/ 1 '. T I C) /'N1 C. - I O �r I a X 4G7 1=1 - r /AJ SL � / fib N O a S I N 4 x Cs x r /6r• ..J x 4 '' 1N J-i / r•a oUI �.�i► � E , )11,0 L T Y P'E a aONl\ -.I . a. ° 5 (f Er-) 41. 5 (/ E,z) FIN 34', £. # - @ /2_ "cc. E . ot'7(1 E) 4' /2„ x 5 r. %) w / 7_ 5 HoRiZ. EQU;IIQN ASSUMED SOIL BEARING 2000 PSF. THIS VALUE IS TO BE VERIFIED BY A LICENSED SOILS ENGINEER PRIOR TO BEGINNING FOUNDATION WORK. THE SITE SHALL BE PREPARED PER SOILS ENGINEEWS RECOMMENDATIONS. ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 1' -6" BELOW FINISHED GRADE. SLABS AND FOOTINGS SHALL BEAR ON COMPACTED FILL TO 95% MODIFIED PROCTOR - ASTM D -1557 OR UNDISTURBED SOIL. F'c = 3000 psi FOR LABS ON GRADE, FOOTINGS AND ALL OTHERS. ULTIMATE STRENGTI9 DESIGN METHOD U MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MA-TER-I - 8I -tl(t CE3E IN ACCORDANCE WITH THE UBC AND ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. / R ENTRAIN ALL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. BEIBECIRGIBIi STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy= 60,000 psi) LAP CONTINUOUS REINFORCING BARS 30 BAR DIAMETERS, 1' -7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES..WEATHER & EARTH FACE 1 -1/2 INCHES ..INTERIOR FACE 3/4 INCHES LEINEQRQXR G STEEL_.KELDING ALL WELDED REINFORCING STEEL TO BE ASTM A615, GRADE 60 (fy= 60,000 psi) AND WELDED PER "ANSI /AWS D1.4 -79 STRUCTURAL WELDING CODE - REINFORCING STEEL." PIECES TO BE WELDED SHALL BE PREHEATED IN SUCH A MANNER THAT THE CROSS SECTION OF THE BAR OR PIECE SHALL BE AT OR ABOVE 500 DEGREES FAHRENHEIT. AFTER WELDING IS COMPLETED, BARS SHALL BE ALLOWED TO AIR COOL TO AMBIENT TEMPERATURE. QUENCHING IS PROHIBITED. ALL WELDING SHALL BE BY C :T _ i ` s RS. USE ONLY FRESH LOW HYDROGEN E90XX ELECTRODES (AWS DESIGNATIO A .5). IF WELDED REINFORCING IS TO BE BENT, BENDS SHALL CONFORM WITH NIA`. ENDS AND NO BENDS SHOULD SE WITHIN 3" OF WELD. PROVIDE SPECIAL INSPECTION PER UBC 300(A)4. x 8r e214 IN & 2.Ot..Y( I200 1 W H -Pf, EKP/ 0 •#c 7': e (. ( /4P=) _ 4- e. /5".G4.. E..w, TYPE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE QQDE.;. UNIFORM BUILDING CODE -- 1988 EDITION - ASTM'S LATEST EDITION 1..IVE_ ROOF 25 PSF WIND 80 MPH, EXPOSURE 0 SEISMIC ZONE 3 V = ZIC W /RW = 0.3X1.X2.75 W/6 = 0.1375W I/V 2,• so 5 (: F) - -f ---i* 4 4, / Z "ny E .W. 2 '* 7 (,er;) " t a t / e. P ) 001 v/C?F WA 4..-K 1_Et :: & : R JDI�T �SOI., "T' 70 Pvt., 'A/ /c - X4 4 R- CA 169$14__x xl -Q1,1,1,1, '. /E - ?WV" Pikf 4 "L- 75 ?9 "t 4 -Ye. ". 13' - O' 44 • / Et 7 ,1. S EaTIO/-/ LD - con/0.1 PE R I I J ‘1 . 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EIEiU_GIUIi6L__ s_IEEL ALL WORK IN ACCORDANCE WITH "RISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CO L'•E OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: STRUCTURAL STEEL ASTM A -30 (Fy=30,000 PSI) WELDHL-AD STUDS ASTM A -1O8 (Fy= 46,000 PSI) MACHINE BOLTS ASTM A -307 PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 26G FOR CONCRETE. APPROVED EXPANSION ANCHORS MAY BE USED INSTEAD OF ANCHOR BOLTS IN CONCRETE. CONFORM WITH ICBO APPROVAL FOR EXPANSION ANCHORS USED. ALL WELDING TO CONFORM WITH AWS 01.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION ". WELDS NOT SPECIFIED SHALL_ BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. 5/8' COX (5 PLY) ON ROOF (UBC IDENTIFICATION INDEX 32/16). MINIMUM NAILING, UNLESS INDICATED OTHERWISE ON ROOF PLAN, IS 10d • 6" a/c ALL PLYWOOD EDGES AND 12" o/c AT INTERMEDIATE SUPPORTS. T.IM.@ -E.43 LUMBER NOT NOTED TO BE D F !b2 ALL LUMBER SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER -- LATEST EDITION" AND EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED FROM THE STRUCTURAL MEMBER. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ALL NAILS TO BE COMMON NAILS, UNLESS INDICATED OTHERWISE. NO SUBSTITUTION OF OTHER SPECIES FOR DOUGLAS FIR ALLOWED. IBUBBES T.J.I. TRUSSES TO BE MANUFACTURED BY TRUS- JOIST. MEZZANINE MINIMUM DESIGN LOADS' TO BE 15 PSF D.L. (INCLUDING TRUSS WEIGHT) AND 150 PSF L.L. TRUSS MANUFACTURER TO SUBMIT PLACING PLANS, SHOP DRAWINGS AND CALCULATIONS, STAMPED, SIGNED AND DATED BY AN ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS BEING BUILT FOR REVIEW. MANUFACTURER TO VERIFY SUSPENDED PARTITION LOADS, MECHANICAL UNIT LOADS AND FURNISH ADDITIONAL_ TRUSSES AS REQUIRED. TRUSS TOP CHORD TO BE OF DOUGLAS FIR SPECIES. TRUSS SUPPLIER SHALL PROVIDE BLOCKING, BRIDGING, TOP BEARING (NO- NOTCH CLIPS) AND WHATEVER ELSE IS REQUIRED FOR A COMPLETE JOB PER THE MANUFACTURERS SPECIFICATIONS. SP jA COND T7 N CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL. PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS CURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. VErt::O TYPE t( -- 1 1/2" -- GALVANIZE /) -- 36" WIDE STEEL ROOF DECK -- TU CONFORM WITH A S I M A446 GRADE D. GALVANIZE G - -60 PER ASTM A525. SEE FL AN FOR DECK GAUL:E: AND CONNECTIONS. USE Ehi :lXX ELECTRODES. FUDDLE WELDS SHALL HAVE NET FLJE I ON AREA W 111 -I THE STEEL FRAMING" EQUIVALENT TO /Q" BY 1" OR 1/2" I N DIAMETER. ROOF DEC1, INSPECTIONS INSPECTIONS ARE TO DE PER LJDC SECTION 306 AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ENGINEER. CONCRETE: TALE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND *„.„ STRENGTH. 13'- r 3x3-Y4 "1,J/ C_ 4 °�' • _ - - • ar/ oN - r - P _ (.\) CO • \I f\:! !! RECEIVED CITY OF TUKWILA APR 1 6 1990 PERMIT 14.652