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HomeMy WebLinkAboutPermit 4844 - Nordstroms - Loading DockCITY OF TUKWILA t` Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT PERMIT #___qy Control # 87 -0$8 (513) Work to be done T.I. (Loading Dock) Site Address 100 Southcenter Mall SuitE # Tenant NORDSTROMS Building Use Retail Assessors .Account # _?(vim /_eroc23 -d3 Property Owner Southcenter Joint Venture Group Phone # 871 -4800 Address 25425 Center Ridge Road Cleveland OH Zip 44145 -4122— Contractor R. E. Bayley Phone # 623 -4646 Address One Union Square Suite 1601 Se;�tle i 98101 FOR BUILDING PERMIT ONLY S • Ft. Ts t—F'T. Office Storage/ e War ehous Retail Other Occ. Load 2nd F1. IT3—FT: Total Fire Protection: J Sprinklers [J Detectors Zoning Type of Construction Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ 346,143 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other Receipt #jirVolo $ 1,501.00 Receipt #188 $ 976.00 Receipt # $ Receipt #spep $ 3.50 Receipt # $ Receipt # $ TOTAL $ 2,480.50 FOR SIGN PERMIT ONLY [[ Permanent [] Temporary (] Single Face J Double Face [] Wall Mounted [] Free Standing Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions s TIIIS PERMIT BECUMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING or A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY To VIOLATE OR C NOEL TIE PP.OII S OE. ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Signed �✓f +C� � f 6 »7��..i Date s" 6 -- 1 hereby affirm that 1 am lice)ed under provi Contractor (signature) OWNER- BUILDER DECLARATION ( ) I, as owner of the prcperty,,or my employees, with wages as their sole compensation, will do the work, and the structure is not +ntended or offered for sale. ( ) 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date LICENSED CONTRACTORS DECLARATION of t.,. Business and Professions Code, and my license is in full force and effect. Date — 6 - e 7 • .. :,'� • CITY OF TUKWILA - Baiiding Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT PERMIT # ( (- /q Control # 87-088 (513) Work to be done, . T.I. (Loading Dock) Site Address 100 Southcenter Mall Suite # Tenant NORDSTROMS Building Use Retail- Assessors Account #.2(ra-t0c/_erp ✓3 -Cy9 Phone # 871-4800 Zip 44145 -4122 Phone # 623 -4646 Zip 98101 Property Owner Southcenter Joint Venture Group Address 25425 Center Ridge Road Contractor R. E. Bayley Address One Union Square FOR BUILDING PERMIT ONLY Cleveland OH r Suite 1601 Se (1itl e S q • Ft. Tit—FT. Office Waorarehouguse / �la Retail Other Occ. Load - . 2nd F1. -3rd F1. - - -Total Fire Protection: ❑ Sprinklers 0 Detectors Zoning-- " -- ' ° "" Type of Coristructf on Special Conditions 1/ Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ 346,143 Bldg. Permit Fee Receipt # 1 $ 1,501.00 Plan Check Fee Receipt # 188 $ 976.00 Demolition Receipt # $ Surcharges Receipt # In(i(p $ 3.50 Other` Receipt # $ Other Receipt # $ TOTAL $ 480.50 FOR SIGN PERMIT ONLY Permanent 0 Temporary Single Face ❑ Double Face ❑ Wall Mounted ❑ Free Standing ❑ Other Building face Setbacks: Front Square Footage of each sign face Special Conditions Side Side Rear Total square footage of sign THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONEU'FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 15 COMMENCED. HEREBY' CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PP.0US ONS OFD ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Signed - f -5y ,r C!',.; '" =•r :r- .- ..�-- -' Date �S'-- f.� r LICENSED CONTRACTORS DECLARATION 1 hereby affirm that I am licensed under 7provistons of thr: Business and Professions Code, and my license Is in full force and effect. Contractor (signature) � ��c f , ° / = < -�i ��,.�. ---- . Date �(; - r - 2 OWNER- BUILDER DECLARATION ( ) 1, as owner of the:prcperty, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended er offered for ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Date Owner (signature) CITY OF TUKWILA :Bulldtng Division 6200 Southcenter Boulevard Tukwila„ Washington 98188 '(206) 433 -1849 Type of Inspec ion t- d_ Site Address /09 Requestor Special Instructions INSPECTION RECORD PERMIT # Date Date Wanted /D9 ?/ a.m Project 0-44 rrnti. A‘46,1 Phone # Inspection Results /Comments. Inspector 497-4;1 Date /69/27/P2 CITY OF TUKWILA Building Division 6200 TukwtWashingtonu� ils{ 98188 '(206) 433 -1849 Type of Inspection /LiGIg...1 Site Address /DD 5ov7C_ ,- Requestor Special Instructions Instructions INSPECTION RECORD PERMIT # Date /, 147 Date Wanted /007 P roject(%, - - . Phone # •II /• Inspection Results /Comments: • Inspector 7.14>e Date /e?, CITY OF TUKWILA .Building Division 6200 Southc.nt.r Boulevard Tukwiia,,Washington 98188 (206) 433 -1849 ' AINSPECTI sN RECORD PERMIT # 4I4/ Date /0077 Type of Inspection /g--e. - /C;'tia/ Date Wanted f7 a.m. p.m. Site Address /A!2 57..ycr71.- .,,► 74Aeil Project 4 I vin's Aa ', ,Doty Requestor .400-poi- Phone # Special Instructions Inspection Results /Comments: .-262:1-e€4. //e)?--/c, ce, J Gov 1(t cp "c-'c -Aced C 69fr' -P(' 77.'a71 Inspector 1497-31 /4/- Date /0 /07 CITY OF TUKWILA 0 Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433 -1845 •roo Permit No. 074/5/ Date / //? /F Job Address /00 S0 'i Oen Vf 49// CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. INC . 1C1vP ? /ma/.. 2i— /9/' a/ /h Signed Building official Inspector .f{Mt4Y�AlAcxtnJV,?� e�•rradnavervr,u.>- ..w.a..«w CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 '(206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions ("c7-1.) INSPECT QN RECORD PERMIT # Date kte — ;2 -' 7 Date Wanted ,ad 4/�3 P7 . p.m. Project Phone # � ('P -/ Inspection Results /Comments: 0,4 Inspector ,6\-ky Date 9/ 07 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions /0 a S G"`2S2 INSPECT P1N RECORD PERMIT # �y Date 9.--/O - 7 7 Date Wanted9 - /N7 ', ♦ LA .� Project Phone # Loadc �/ �- /,3a y Inspection Results/Comments: / C�ommentts: Ld_ C...4 �a )-ri per 7 , 1 Ltifl0 �a, /�/ ItIV- - L. Q'- -,A> z ter ,;(-14,) s .(.. .„- � a. 647 / .9./ /q4 „Gt;',6 4275;Tg7=4:: I-.„/ ,� CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila; Washington 98188 (206) 433 -1849 Type of Inspection ejj &e4-e LAY Site Address MO SOu# k�►.v Mai Requestor a ker Special Instructions 9c,'0 1 I-tnited€ 1 W, ( k s;dte . INSPECT rN RECORD PERMIT # '1$1414 Date 9 -x-87 Date Wanted 9-1-57 a.m p.m. Project /j d8/Yery1 ( 1o4cf I:4cl 1 Phone # a -/32 q Inspection Results /Comments: /60-(4,7 ea f,,Zed ti `s ' elf -41 i24 1 / t -� /4 2, - 4,e dor (o- iri ,• e .ar •- Jc.a Inspector Date ja �itlWF:MisYYC/r nu: Jls #LMY ra+ h:+ iva: AK .Iawvnxvm.we.rm.....«.......w. CITY OF TUKWILA `Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTI r:,N RECORD PERMIT # .1/I'OY Date 2/3//9y Type of Inspection p. >/faD Date Wanted 9 87 Site Address /DO c 2' ,e�`.. -∎ Pte Project /��!. ,ro Requestor P r�� (47 (oa � Phone # 9I17 -5 93 Special Instructions Inspector Date 9,/f7� WI CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwi1a,'Washlnaton 98188 (206) 433 -1849 Type of Inspection kaaqy C' ec, INSPECT rN RECORD PERMIT # y4/ Date 8// b /e7 Date Wanted 0Y/Eifr7 p.m. Site Address /p0 500 hcek, -z-41 ,o7 // Project /t4q-6756-1-04-=s l/oaa/,;, cock) Requestor Phone # Special Instructions Inspection Results /Comments: /0t 44 oil gr CITY OF TUKC ILA Central Permit System • ,oritrol No. 25 7— /' W Permit No. A' `/ FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works Fire Dept. ❑ Police ❑ Parks/Recreation Project Name �� - '~� ~�� ` (.7-244 s c .� Address / ' c" C'..-, �; e A ?fie, ,,y-7,✓, ll Type of Permit(s) %= /_ G 4. .�1, f° 7 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 " . - - ; - - ) /r ---• > ( 4,,,,0•7-�e; --' (/ ,,'9 • f () () ( ) () () () () () () () Authorized Signature Date This project is approved by this department: . f`� / u .. c/ 3 k Authorized Signature Date CPS Form 3 Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 824.8150 May 1,1987 Mr. Duane Griffin City of Tukwila 6230'Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -02 (Nordstroms loading dock) Dear Mr. Griffin, We have received additional information on the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code. All our comments have been answered satifactorily. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget Smith cc: The Callison Partnership Mahan &DeSaivo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206)624 -8150 April 29, 1987 1� Duane Griffin City of Tukwila. 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding; Plan Review 87 -T -02 (Nordstrom Loading Dock) Dear Mr. Griffin, We have received additional information on the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Please have the applicant respond to the following calculations and or drawings. . Section C on Drawing SLD2.1, weld shown for brick relieving angle is not consistent with welding shown in calculations; please clarify. . '.Provide calculations of connection between masonry relieving angle and steel studs. Weld is overstressed due to eccentricity of brick. Calculations previously submitted do not address this concern. Please call if you have any questions. Sincerely, MAHAN & DESALVO James De Salvo Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg, Seattle, Washington 98101 (206) 624-8150 April 9, 1987 1� Mr. Duane Griffin City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -02 (Nordstroms loading dock) Dear Mr. Griffin, LC tin APR `_ 0 1987 CITY OF TUKWILA PLANNING DEPT. We have received additional information for the proposed project and have reviewed it for compliance with Chapters 23 through 29 of the 1985 Edition of the Uniform Building Code. Please have the applicant respond to the following comments in itemized form and resubmit any necessary drawings and /or calculations. Structural 1. Section C /SLD2.1, clarify, on the drawings, if weld shown at 10" channel is between channel and 3/8" plate or channel and metal studs. Shop welds of connection plates to channel and TS 6x6 are not shown. Where are they specified? 2. Provide calculations of connection between masonry relieving angle and steel studs. We believe there may be a problem with the stud distorting locally at the welded connections. Refer to Section C /SLD2.1 and steel relieving angle detail on Sheet SLD1.1. 3. Section C /SLD2.1, show connection of cast stone to structure at bottom of canopy. 4. Specify on drawings which type of steel studs are being used. There are several types of Inryco/Milcor steel studs. April 9, 1987 City of Tukwila Re: Plan 87 -T -02 Page two 5. The response given to our comment No. 6 in our previous letter does not address our comment. Our comment was as follows: "provide calculations evaluating the capacity of existing concrete grade beams and footings to support new loads as shown on section F /SLD2.1. Provide similar evaluation for new load at column F -13 ". Calculation sheet W -1 and W -2 submitted with the responses to our last comments did not include the weight of the eleven foot high by twelve foot long wall over the pier. Calculations indicate that #6 bars are required at 8" o.c.. Where has this reinforcing been called up on the drawings? Considering the depth of steel used in the calculations, this reinforcing would be required on both faces of the wall. 7. The CMU walls, on either side of the overhead doors, require similar reinforcing to that of the center pier mentioned in item 6. Please call if you have any questions. Sincerely, MAHAN & DESALVO. Bridget Smith cca The Callison.Partnership`;. Mahan &DeSalvo Mahan&DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624-8150 March 27,1987 Mr. Duane Griffin City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 C RtECEIVFU CITY OF TUI <iA iLA 8UILL)INU DEPT.. Regarding: Plan Review 87 -T -02 (Nordstroms loading dock) Dear Mr. Griffin, We have received drawings and calculations on the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code. Please have the applicant respond to the following comments in itemized form and resubmit and necessary drawings and /or calculations. Structural 1. Specify position, center or otherwise, of vertical reinforcing in concrete walls shown in section B & D /SLD2.1 and other sections. Minimum reinforcing has been positioned by reference in structural notes but other reinforcing has not. 2. Specify position, center or otherwise, of vertical CMU reinforcing shown in section E & K /SLD2.1 and other sections. 3. Specify size, length, and spacing of dowels from foundation into CMU walls. 4. On section K /SLD2.1, call out reinforcing in new concrete beam and CMU wall above. Specify embedment length of #5 into existing CMU. 5. Calculation sheet with no number describes a concrete and metal deck floor 6" thick; where does this occur? March 27, 1987 City of Tukwila Re: Plan 87 -T -02 Page two 6. Provide calculations evaluating the capacity of existing concrete grade beams and footings to support new loads as shown on section F /SLD2.1. Provide similar evaluation for new load at column F -13. 7. Provide notes for structural steel studs. Specify material, type and section properties. 8. On section C /SLD2.1 specify weld for connection of brick releaving angle to steel studs. Show connection of steel studs to supports at roof and bottom of studs. 9. Provide notes for attachment of brick veneer. 10. Provide wind calculations for CMU pier between loading dock doors. Include horizontal concentrated load from bottom of parapet wall and axial load from roof and headers over doors. 11. Provide calculations for roof beams and column loads. 12. Provide brace at top of existing column, shown in section B /SLD2.1, or design connection to resist 10% of column axial load in a horizontal direction. Ordinance 1. The drawings appear to be in compliance. Please call if you have any. questions. Sincerely, MAHAN & DESALVO Bridget Smith cc: The Callison Partnership Mahan &DeSalvo -e� CG- tLU cai O -I off.. ' ppAncr,1.0 Irebl6 Gty( -oaon9 3cn, FT. 103,7&E 0 6I00'4ex, .xq, T e e & ' & q 1 11 Q(4,714 < IO3,7(p? x,5671 0 644.1 x �= 3,630,Pbc Total 6, I Q1)u 5 Fee3 mooed oyi 6 Go q7, (45 uthif a'L Bldg, -PeG 8737, oo Au c r. k) Pei 567q, lt-1l6 , o0 Otcat 6 -Po u moo -'e-es ,oaici 172b14106t y 1 4,ia , (Fee 3 Ca. - cache'' a4 e (�tncth iaJ ad/2f; 4'e) //,O/c 0 plan- c/ , 5 P ?Q v 60.02,M, Pee 3 3 9 , vU (.5- t-ry.rtz u al) 2.8f ►0o METHOD FOR ISSUING PERMITS AND CALCULATING FEES FOR NORDSTROM REMODEL ISSUE TWO PERMITS ICo���Bl� )4 0 , 11) ►/ , rye- 5 PERMIT *I One permit will be a no -fee permit for the foundation and l `: 3 35 7 structural steel only. We will charge a permit processing fee ar s .02 =_.f. for the entire project at the time this no -fee permit is applied for. This $ .02 s.f. fee will be deducted from the plan check fee we charge when they apply for the second permit (architectural). This no -fee permit will contain a statement about "Owner /contractor proceeds at their own risk, knowing that the project could be delayed or stopped because of discrepancies found during subsequent plan reviews ". There should also be a statement that limits the allowed construction under the no -fee permit to foundation and structural steel framework only. The no -fee permit will not be issued until an application has been submitted, the processing fee paid, the structural plan check completed by Mahan & DeSalvo, ano payment made for the consultant fee charged us by Mahan & DeSalvo for Bridget's time and work she did at Callison Partnership request, prior to s:_►biittal time of the permit application. PERMIT #2 Upon receipt of the complete set of plans, we will process the second permit in the normal manner and use the following methcc to calculate the fees: ;24,74 s.f. for the existing area that will be remodeled. $54.91 s.f. far the new addition area. 65Y. of that fee will be added for the plan check fee. The $ .02 s.f. charged for permit processing will be deducted from the plan check fee. Mahan & DeSalvo's preconstruction tima cost will also be added. • City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary 1. VanDusen, Mayor MEMORANDUM TO: Ph't) FROM: dal/LC/- DATE: tH7-8.7 SUBJECT: 01-87-O83 -Lilsoyclatromi (looctil dock) Loki.) -zufrivrti, vat, hav-e a/ rotualt tryii/Ltate& Oa'acj cory• v-ncy)da_tt aoAki 4olia. _e (_p( ath'i f'u o J kt v co flW -614.4 y014-64 40.-L Wflc gat) may Ldueof rtuith J-haitto 1KT 'R- c :s\ tNPAi\zi i vk't P' r,--D 17) Ptql I till I .4 • ' ‘.-7/f r U ow.ext-Gto pail/ tioyuie) Al-070-n - City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Hubert H. Crawley, Fire Chief Gary L. VanDusen, Mayor April 16, 1987 Fire Department Review Control Number 87 -088 Re: Nordstrom (Loading Dock) - 100 Southcenter Mall Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1 and UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) 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 Tukwila Fire Department. No sprinkler work shall commence without approved City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Hubert H. Crawley, Fire Chief Page number 2 Gary L. VanDusen, Mayor drawings. (City Ordinance #1141 & NFPA 13, 1-9.1) 4. All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. Yours truly, The Tukwila Fire. Prevention Bureau cc: T.F.D. File. ncd Transmittal 0 Memorandum The Callison Par(;ship I<EAIr • orrY OF 711K1A111.44 ANJIGO/N6 GEPT: • &&V12. tttttttttttt Re: A/CTFOskil • 4c077Ceskrrae--. RECEIVED CITY OF ELIKLITOLA MAR 2 - 1987 BUILDING DEPT. Date: /144R,CH et, /167 Project No: ecoV)5 We are sending you )(Attached the following: 17 Prints 0 Submittal For your: 0 Information and use 0 Under separate cover El Originals 0 Samples Peol.2.1k4/T7 o Review and comment 0 As requested Action required: As indicated eNc,bervel: e-DA4Fte7en 6VICA9/NLO PERMIT A.PPLIC.4775k1 (1) ONE CHEOK- lAj THE AMO)A-'T arljt(170e.1* I'M 77/e eac,i2w6 • FW4,4fr PtAlk.1 Fe6 (2) or THE LOW/MO txr_Ae-.- wir 6C16,12 A-AID 7PA-Al*eopme-iz. Fzet..0604776/Q E3/0 14/VD REXA4/r 6-77 hk-ICAAJO/N& 7-gooreAQ,4c,c.4-ezor..4-770,05 Avi) ov&iiR6V _C-AtC.OL4477Cik-f (2) CORE OP 71i 77E . Fe0,1 MOIR/} 15q,H/9.141, A° 6,51,0?) 149fPF,OVA-L Ren,Olge77 0 No action required 0 For signature and return 44e gou • s2s7Le. By: /24CH AlirC1161.- cc: /4.4xe ge-ic91,-7tw c h E (AVEte, mt.e Aeq c442/ey \Icil1Av*1,v e Nexo*777-0,4 If enclosures are not as noted kindly notify us at once. Architecture 1423 Third Avenue Programming Suite 300 Planning Seattle, Washington Interior Design 98101 •(206) 6234646 A Professional Service Corporation City of Tukwila 6200 Southcenter Boulevard TukWila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor . 1 lfh N . V1JI:: •V January 21, 1987 Mr. Paul Grodecki Center Ridge Design Services, Inc. 25425 Center Ridge Road Cleveland, OH 44145 Mr. Rich Mitchell The Callison Partnership 1423 Third Avenue Suite 300 Seattle, WA 98101 RE: NORDSTROM EXPANSION Dear Messrs. Grodecki and Mitchell: The City will not require Board of Architectural Review (BAR) for the landscaping around the store and in the parking islands. The work is being considered restoration work and therefore does not necessitate BAR review. The Zoning Code is deficient regarding loading spaces for enclosed malls because the subject is not addressed. The proposed improvement of the existing loading space area in conjunction with the expansion is acceptable to the Planning Department. The improved space would provide sufficient separa- tion from both traffic and fire lanes and does not interfere with neighboring properties. If you have any questions concerning these issues, please call me at 433 -1848. Yours truly, Moira Carr Bradshaw Associate Planner cc: Building Official RECEIVED CITY OF rtixwiLA MAR 2- 1987 BUILDING DE Ajolo CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (2061 433 -1845 a BU /DING PERMIT APPLIC TION control # ?7_086/ Site Address A) 4 NCeiv7 z. 4 /OPP /NJ CEA/ Suite# Project Name /Tenant IJVJG . Valuation of Constructio C 1 J'`}S °to Assessors A Property Owner UT - 1C- CNTEK- JDIN%(JEIVTUI C F Address 2.S42. C AMe-- f 1P( R A -D, GLEl/e...4ND , 61-1/0 Applicant 77-/ CeG1.1SO/V 1:341272V6IZ t-IIP G71D . Address /-ir23 77-figp 4176 U7E 00,1) f ;.977Z W4 Architect /Engineer ('� -E 14,'7/c97) Floor# Phonee2J() S11 -166:° Z i p -4414S X023 �fv'k zip gs /O/ Phone Phone Address Zip Contractor /2..E'. P. `>,/(.'y Li cense# 5.0 /RQ-F36- /ZE -&37 ,/J6Phone Address MC U/U'IQrV U Mani E4 7ZE 1W/4 Zi p g8101 Class of Work: tg New tglAddition Q Tenant Improvement fl Remodel (residential) 0 Reroof Demolition Interior Demolition M Other AS7 76 Dom1/AJ&5 Describe work to be done GOMP6e7' " al84rt /O/U ADD R5MWEL OF VIC EvS`%/ ee>emks a .-- �/7 Lu/e}L, 4t civi Cam, Meci- bwCc,4>! - "RICA PGUMg /,'J"( . A-Li AMILTEAkkgY9W155g,i wGliffir IG .Type of Const. (UBC) lam. Occ. Group (UBC) Square footage of entire building /O2e5 ' F. Square footage of tenant space Al ///1- Building Use P O01/4NG ReT71iL 4;73010e- Will there be a change of use? El Yes D.K.No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? [] Yes d No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION TO�/jDOOTHIS WORK. Applicant /Authorized Agent (signature /H�' ��e-C.�' AM Date (print name) ,(71 Contact Person (please print) `*AM 11- M5,) x,12/7 Phone C0 23'" 4^t'O i 1 FEES: Building Permit Fee Plan Check Fee Bldg Code Sur Charge Energy Sur Charge* Other *New construction only OFFICE USE ONLY (000/322.100) (000/345.830) (000/386.904) (000/386.907) TOTAL SQUARE FOOTAGE /BUILDING USE INFORMATION $ Date Paid 7�,�,Receipt #. /,� Date Paid 2_,.2 _87 3.50 Receipt# Date Paid Receipt# Date Paid Receipt# Date Paid A14.6542 (OWES: $ /5 . SC) uare Foota LOAD e of Entir USE Occ T Buildin OCC II AL OCC. TRACKING DEPT. DATE IN DATE OUT COMME■. 440 pprove or ssuance To Mahan: - I I H$"7 ,g Date A proved: ype o onst. Approved (Initials) Fire Protection: fl Per letter date rinklers ❑ Detectors Approve. nitials 66. O BAR Zoning C p Setbacks: N S --- E — W — Parking stalls required for: Site /.IA Tenant Space kV A Parking stalls provided: Site , 4 Tenant Space NA ADDITIONAL PARKING STALLS REQUIRED: AtA 5„ )k,:,..* .- ,,/d c.<,,,,, Soo ,4,"&e L. w..2,4.....,.-; . C- .1 : . G-• , 1 113 Approved (Initials) Per letter /plans dated a et, i-1 c/ 1D--'- M ' , i& 'j C° l r i e...- 1 q-/7-,53 7 TO• CASCADE TESTING TESTING & INSPECTION 12919 N.E. 126TH. PLACE KIRKLAND, WASHINGTON EVERETT SEE FIELD LABORATORY, INC. REPORT No. 2 -7 INEERS /GEQI,, QGIST 7f ' c •' .(206) 2S9.OeA7 NOV -.3 1987 C.iTrr OF TJ Vv∎LAI PLANNING: D PPPT. /52/ 574 • z1 26182 No 9R/0 / ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA DATE CERT. NO. PROJECT . e0: ece3�TG(` 9)' -Pc , -N /OAl LOCATION /OD \C BLDG. PERMIT NO. WEATHER OWNER TEMP. AT AT AM PM ENGINE R ARCHITECT ILTS L__24 CACTOR TRUCK SAMPLED 7r��) *.) TRUCK TICKET No. /2-. '941'0 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 55 ...5-" 1 - /9&-' 46K— G'Oi= WATER Z// b.' 11 —Zo TOTAL ✓ COMPRESSIVE STRENGTH Mt y( BATCH DATA FOR 1 CU. YARD 0 �5/ DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS Pk. y4S/I" CEMENT /05 3M5 STRENGTH P51 SET No. FA. /3O 62 /l" -3c 1 C.A. /9&-' 1$,000 'all G0 WATER Z// b.' 11 —Zo TOTAL ✓ CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH P51 SET No. 7& V4I /O -'3 /l" -3c 1 G�IX/2- 1$,000 'all G0 769j b.' 11 —Zo �g ✓ PRODUCERS: CONCRETE OivCr44[ AEA r!•1 •5c. / /(X J6 ADMIX PLACEMENT AREA & NOTES Z a. fir CEMENT 1 7 i LL CAC12 CU. YARDS PLACED DESIGN STRENGTH INSPECTOR: COPIES TO: :_j_da- GIRT —CP — QS3-- .II�BD �(-3 SIGNED: TO' , k/ • CASCADE, ES TESTING & IN-PEC 12919 NE. 126?.. P ACE KIRKLAND, WASH GT t IL. \l" 1(°- AT RV. INC. ION / ENGINEERS / EOL ISTS r 1987 C�3 �J 12 618239600 i.;i "1 it Est 4 4101:06 EVERETT t.•- ^^••c 12Q61 23i•OB17 /5_' / 7'flc c 7Z V 1#4 ATTN• AS REQUESTED BY: THE FOLLOWING WAS NOTED: PREVIOUS REPORT No, 7 1 675 No. 27926 DATE /o -zz -A7 CERT. NO. ,(676 4/-9 PROJEF T __ (CC-l�n'C —t/ /!cam' ��l /,� -"/S/D rte/ X161? D� // /`�1 LOCATION /9 777 /i7 Z /1// L BLDG. PERMIT NO. 4444-4-94q OWNER WEATHER '..G✓j-7E... TEMP. AT AM AT PM ENGINEER f/ 'V -/ // G-, 6. ARCHITECT " /Gje_ r ��L.L.Se)/%/ ,e_ //G7 / >� CO ACTOR lD c2T 9•`O e-�/ 94- 7,/\LC5. ; Z4-41 P • Ado ' «A .. l 56C //•1 r,<}/ m 2E'1/ 45/AIS f / i-» /' 746. /74-5476///7c--?) �,QNGI ��iC v�li1�S /"\.t >4. 67 / 'PlLol'lDL ) 7/ CD Nl ceS C Cc r// 1b 7- 7 D (Z , /4 /G1-i- T79-R1.--/ cZ T .S/97?gP4e3 C.1"4-7--- C 3 dCL7 7d d Z- z g •/) . _5L.ai•-•\ 21. A /z-, l'�NC. 7 f t? ��O E_ /Gtr! S i?c / ?T71 _400 0 / TZ Z °o days . 7BT4 -L GB c-cc. 3/z. C. V/, , KO /ZD /Av D/4-7lD .f> G� .s ? ?72/, 67 @ �Z� C.M 4 /,A! >_°. < / ///tic-- 73: e g1 cat..0 / 3 ' /', •7'V A /C" 7) (A// /, 5I>CC77 4-• r'-O‘///iT 70 / /A/ /fr'CfJ' / c_LAvr ?Ii`1NS SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR• COPIES TO: 1\ •._ 1" r C= e , � —C ' or t" n FIELD REPORT / SIGNED: e 1 c CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION /ENGINEERS /GEOLOGISTS 12919 N.E. 126',. P OE KIRKLAND, WASH GTO eirE. dl ! \\I1 I 161023 BOO EVERETT `n 11 I'.1 ) Q9125910817 f)6 i 2 2 1987 %� �/ C 1 C��'^I t .,:• ■ ,,../1 Ak /4-6) 6 ✓/c 0 /n/ ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA f�� 25943 SEE FIELD -� [ i CJ �� REPORT No.__�= �__ ]_.__..._._ No..__ DATE / -7 -467 CERT. NO. bi7b4 SLUMP PROJECT .-i777C-70C/� X/7"M _Wi✓ YEILD AI027_7-1 372 rrr9 LOCATION /o 0 ._..t)- Vi ?-7 i-,--e-- CONC BLDG. PERMIT NO. ¢. OWNER i/ WEATHER ez- e.:29/Z TEMP AT AT AM PM ENGINEER r -7� .- )/'- �i J /�"./ e ./c ,; Z,.S a9`13'\'G. ARCHITECT //, // =" <� =G /Lil >/L/ Z)I . / C/ // C 1LTCRACT V / //,o' � /. Y l L !1 /♦ -O�R7— /� �_� �// AbSe -C: ! L- 1 IL5-4 TRUCK SAMPLED 51:3,7-5. ! TRUCK TICKET No. // el/67 7 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 430 0 i/ -1 C.A. /q i30 /�� a9`13'\'G. WATER Z)I .....-- 11-S TOTAL ✓ / 93% `� 41-9 z ✓ / 9346-fl `/ 1\-ck 70 f.2 V' COMPRESSIVE STRENGTH A7/ (/ BATCH DATA FOR 1 CU. YARD _„,� Ti ^S/ DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS r�yeglir CEMENT /05 565 STRENGTH PSI SET No. FA. 430 0 10-I4 -1 C.A. /q i30 33,soo a9`13'\'G. WATER Z)I .....-- 11-S TOTAL ✓ CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL. LOAD STRENGTH PSI SET No. /�z 10-I4 -1 �,, z� 33,soo a9`13'\'G. n3'i`l .....-- 11-S (g ✓ / 93% `� 41-9 z ✓ / 9346-fl `/ 1\-ck 70 f.2 V' PRODUCERS: CONCRETE''.) /e-7A/A---2,(//e,,,/ AEA 19. 7.5 ADMIX 1/t/IZ.4 .5.&/47e112 CEMENT PLACEMENT AREA & NOTE CU. YARDS PLACED Nr..5'7‘-1.-- DESIGN STRENGTH '-5D6)6' eo 6"/e-6-7- S•rd,1/ , y ,,I r) /?.4AX<> is)22 T4 c E7)//9//1/ P DO c g -? 4 • C P/17 ;71Z77-1) COPIES TO: "-Y./0 ( 1 I ` _ �y. .. L CL ( - / C. ' i(t INSPECTOR: itC•: -� SIGNED: PREVIOUS REPORT No. CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION/ENGINEERS/GEOLOGISTS 12919 NE 126.. PLACE KIRKLAND, WASHINGTON 98034 12061823.9800 EVERETT 12061259.0E117 T O • A1/ 77) /�.°i4/ir/i/1 /c • (1 PP/ [ C• t ATTN• C T 2 2 1987 AS REQUESTED BY: CI i 't 1.” 1 r. , el- No • 29035 DATE /Z)-727.---7 CERT. NO. e7' -49 PRAOJ� CT lPi�T& -r/jG LOCATION /e9e) , /2 1' -=,V /- - /„ter -e- BLDG. PERMIT NO. OWNER WEATHER a i " - -- 7(:-- TEMP. AT AT AM PM ENGINEER 1ARCHITECT „-------- �� C----'.) � r.1 1. -r�.in/ci� 1r d CONTRACTOR dil`� -"/ THE FOLLOWING WAS NOTED: P1.n•N'.I:'';r 4y l • pect- /2,r- izc -700 r z9a34r,- E-z i27. -124/9 T7t•/2-,n �G •� / %///.evA// /77 ,7i9/.t/it P a f- i) GEC_' K i'� r9�7 !� 6,44-,5,74 5 e) '1 0// - ti Tr ? az ,,./ / 1 7-D / C / P /, 6 "d ' h i �• "C29/1.1777c.77-2-:77 . /i i / >4-/?- / 71Z01,; D/z0 1:57/ ✓,r/1/0A9-K l�1 Af-',G � iZ y ' %i ?<; �� 17 J,,v e /'3 1-7, ) / t " ' 1 / 7%-72-7Z:- ,4 %?" P ' /A/i..$ /iyTc 7, Y. /cam ` =4,-7 G YL,S. u / 7 l� i.�� r� i r_ '� ,5�ti- , 7'? SEE TEST REPORT NO 70-/ ?.- - "/Q4" `7 HOURS ON PROJEcz - if S -/ 4 TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: k -t -- COPIES TO: i45 �CVS -- -C -� �'LQ = 1yk -13b lu 70 FIELD REPORT : , / / SIGNED • / /'A �. TO • c CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE 1261., PLACE KIRKLAND, WASHINGTON 90034 EVERETT 12061823.9E100 12061 259.0017 / V /IV.J7 /G LJ/‘-f) .S/c"%/Cf 7)4-,/vA(//vc� 60 ,/ 7 /E/ ATTN• AS REQUESTED BY: THE FOLLOWING WAS NOTED: L�11:. .(�.1�1I�,1� PREVIOUS REPORT No. `7 0.•=r;.:7-7, No, 29034 DATE /E) e'/�7 CERT. NO. 7 e -1-9 � /J-CeWrG/< ■/V 7(7/.°V s )^1 PROJE T OR ST< avl LOCATION / 00 ) /) .EA/T7z /44Z-Z-- BLDG. PERMIT NO. 47Q Cj c 4844. OWNER WEATHER �_,rC'79 TEMP. AT AM AT PM ENGINEER & / -/ t \/�J / \/ i /'-- / "/VC .1ZSJ ARCHITECT - �.,!�Z- G(,S'2 /Y / ?� H r P CONTRACTOR t ?/3/.-'1 I•-<)( T t -/ / S i�t 'Tr l� Re 73"1-E: 4477=-0 (7 /Y -57 9//7►"/ /q 1 eL r' =r' �.�►.I �,. _ /l D// >� � X'_ K �ac:�7 S 6 .6 Il-. cf) Ca, 77•7;4 t' (.2i5)717?7-3 ) (ti') %C) .4`aC ":7("G %7/71,ziy'.G� E -' //i.) i + 7)/.A-x:S ,12) 'c> i•' /C f %r e9x _c . 7)/Z/L-cL CT I7( F.S 1 (7. /.•j 7`6 L7 , e. 1 1 / z . / 7 22Z-7-" e" 62-t k 4)e- / 3 d re-1 LL / (1-1 � A-1C) C%0 N C e e u.) f s PL/C-6 L 7(D l C i e- ./-"" /-' /'/ Y/f 1 17 /iv ; ter') /l_ ac- A?Ri#(X 4-. r cdC • ,$D /G.S -7 -) 2 3 y' •4 ft-ZG '7 L494-5 �a-' aZI G. 1. 1l (:;`i>S // LC r �i�f`%�� (2)C -) 7 - %1-, C� 7.? k c7 L) /� /v e /1 �9 /;2 S K , Ae(-4! .'I /72i C -1t r E50-7-7-0,14 U r . /c9-77 4-r— 69- C Y `Pirf3Cclam, / /��tDctJ SEE TEST REPORT NO. HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: r". 1,L1 COPIES TO: (..Vr1 -c C' (LLI To 1c QD / 0 •2a • FIELD REPORT, • i L/J(•,, SIGNED' • T oW) CASCADE TESTING LABORATORY...-1 TESTING & INSPECT O,Q LLEbGINEE � © GIST 12919 N.E. 128,4 PLAC KIRKLANO, WASHINGT 98 62.9800 EVERETT TO• A/O /, O/- ATTN 1206)2]51 0817 i C iJ 198 1 CITY 01 - 1 UKvvILA e-ni\N IC�IG D L., THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No. 29810 No DATE /o- /- 1 CERT. NO. 67e -4-g %AIR P RO ECT NO iz •D. T 60a7HCcN7 t i AX7'1?s / Al CEMENT FACTOR LOCATION /00 n 'c.- r j7/ L[- AIR BLDG. PERMIT NO. 444- F4-uly OWNER C.A. WEATHER 271EY S'4, 000 TEMP. AT AT AM PM ENGINEER C�fr/"f/c?-/Y I t 2 &ZS ‘0-A9 ARCHITECT ` _ A /� � /Y 4/ - +�lTir, 1G.O►na TRA OR i TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 4:q..6 F4-uly pea rr,+.,- C.A. 145 i rP\ S'4, 000 bor44� WATER 6Co ca9 ‘0-A9 TOTAL ,,. 1G.O►na l.I15 F4.44,O i Q c-A O M.-al l b� 'f 76°F 15.0aina ?A)500 5 5 GO `U `4,c 1 /0_ / ✓ 1D- D 1b-'39. / z COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT Giee,6e t / .se . Cis0 SET NO. FA. 33 %dvel ID-9) pea rr,+.,- C.A. 145 i rP\ S'4, 000 "n a0 WATER 6Co ca9 ‘0-A9 TOTAL ,,. 1G.O►na °I Xt1000 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2EAha A� TOTAL LOAD STRENGTH PSI SET NO. Cob 3c3 /0 - / ID-9) 7 4'4$ 145 i rP\ S'4, 000 "n a0 / 6Co ca9 ‘0-A9 ze6 ,,. 1G.O►na °I Xt1000 SC090 i Q c-A O M.-al l z g ,/ 15.0aina ?A)500 5 5 GO `U `4,c 1 /0_ / ✓ 1D- D 1b-'39. / z 44;D' 1/ IS.OWO IS,5ina Si000 Q9)50Z 3 Q G O Via() z z. co `a°(-c.• GCA3 1,/ 10-act zg ✓ lit o61nz' q kSQO 6510 z_ PRODUCERS: CONCRETE , rS AEA ADMIX. CAC12 CEMENT / • 9'0 CU. YARDS PLACED DESIGN STRENGTHG�n■f) PLACEMENT AREA & NOTES I!`-I' 7'1'V& L Cice. MC. ?7 - "'7f' cfc Gv c zz -cam i Gtr T:,4 i2m2 ed.rr-e -s • COPIES TO: /`V`•A) C -C kn ^ g-Q ' "T01(_ RT) k -11- INSPECTOR: ,a411- SIGNED: deiLf T CASCADE TESTING LABORATORY, INC. TESTING & INSPECTI EEAL -/6W JJ TSTTS 12919 N.E. KIRKLAND,2WASHINGTO 960II1� N 1.".1 �I( iji ..•. 11. EVERETT I (206) 259•08t7 \ 66 0 \ i -1 8 19871 CITY OF TUKVVILH %� /� _"� NNIr�IG COPT. TO. ! 1/i/(17,,,1 fSO til69 .GI7Y�//�i�/��.... /5.6 / -7 `./e 7726 W ATTN• THE FOLLOWING WAS NOTED: ,k7'9 FIELD TEST DATA SEE FIELD REPORT No. No 29809 DATE S CERe O6 4 SLUMP PROJECT ,(T�f�a AlT /`6) l?(7-5-7/2vlY) EX,NSl ©A1 UNIT WEIGHT LOCATION / --;'? '? /14i: CEMENT FACTOR BLDG. PERMIT NO. OWNER AIR WEATHER (21:29-g TEMP. AT AT AM PM ENGINEER `, �/� �iY1�f °l . /%9/Y f/ �/ :-A/s. 0 *(KJv@1,y ARCHITECT o e CONTRACTOR 1h o --R7 ,g 4 -YLE"Y ("t}t TOTAL TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR r .1 0 oT 1 C.A. 0 *(KJv@1,y 11,006 o e 0; TOTAL ,v- 10....a9 z8 ✓ 1SIOoo 41Z0 Z:.50, oRKA ✓ to -Act z 0 4v 7: JF 3`f: `i68o r Q=.465 /ca- / 10- -7 7''44 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT ,"1 ORT' / 5 ic. CAl L y SET No. FA. /Z 5K. ,',,, 1 C.A. 0 *(KJv@1,y 11,006 .tnd WATER TOTAL ,v- 10....a9 z8 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. CZ•c:)(6'a.. iQ —/ 10--$ 1 ix*" 11,006 3Soo cQ23 ,v- 10....a9 z8 ✓ 1SIOoo 41Z0 / Cc=.ci119. ✓ to -Act z 0 4v 14,'ioo `i68o r Q=.465 /ca- / 10- -7 7''44 111Go0 3Gc \0 z. GGsc 1 a- aci z e I ti.,q 00 41 50 a_ (>Ga7 ✓ 10-a9 „A ✓ 15,000 W1S0 z PRODUCERS: CONCRETE © /e/ AEA ADMIX CACI2 PLACEMENT AREA 6 NOTES CEMENT .5.7.• _ i/ 1 9'0 CU. YARDS PLACED DESIGN STRENGTH /BOO "`C'A4/ G l' . 27<te Lt ,6Z ' .. (4JC Z. ,17/,t' b ! 2C'', f 14441/-z �S '` INSPECTOR: COPIES TO MSQ - CP - Lv. .\ -q D lo -Tz SIGNED: c CASCADE TES G LABORATORY, INC. TESTING & INSPEC ION /'E S (+f' - ' 9 C/ IL 12919 N.E. 126TH PLA E I • �,' KIRKLAND, WASHING ON 9[101+ ' , I r 1 23• EVERETT 1 (20612 9.06 7 219871 DEPT. AL / �- y� TO• ! V -r/ -� ft? A1I�� ATTN: THE FOLLOWING WAS NOTED: M6 -7-70•11-/ FIELD TEST DATA SEE FIELD REPORT No. Z L 29806 No DATE q"- SO- 7 CERT. NO. 49 �AR76- PROJECT 6C,e,T�el-A/!G %C= re 731 / ,_,g LOCATION ���-- / Oc, G/%G! / HC� + � l/J/ -/s0l'- BLDG. PERMIT NO. 45 44- OWNER WEATHER [ - -C%/' /C. TEMP. AT AM AT PM ENGINEER ��t'- 'l /ate /-: / ET & iaS ARCHITECT A-/ 54 r //i/r7a h` /? %/`f ■-Ai4Z,C &5C1 CONTRACTOR ; ?0&(. Y/ ?-T7/ TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR C•0 w0Zkna - `e C.A. Z !i � dD- 5 WATER , tD --D?)- G 6 TOTAL 11,900 31g0 lccJC L141g(( ✓ 10--* ✓ 11600 •010 15 9.O X 0 4-' COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU, YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT TOTAL LOAD Cm t • / 5L` FA, I l (�i ,s1k. • //,,21, `e C.A. Z !i � A42, ■5 SCl/7•i WATER , tD --D?)- G 6 TOTAL 11,900 31g0 CYLINDER , NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. G511 q Q -30 l CD—V1 7 Z X *' $>300 a► G9•a / 65'13 , tD --D?)- G 6 ,/ 11,900 31g0 51-f ✓ 10--* ✓ 11600 •010 15 9.O X 0 4-' is >300 aG9-0 z. C5 1 i. 10 -a1$ 7 A ✓ 1,C)100 4010 z PRODUCERS: CONC RETE /A7/7.k f9Ye-, CEMENT ) • AEA ADMIX. CAC12 PLACEMENT AREA 6 NOTES / LMZ)//I!G- Z X1 9079 t C.41 G/• v-/t % F >ar'�c'4'fT CU. YARDS PLACED DESIGN STRENGTH ` G D COPIES TO: /1/44 S Q ` C\ly t .. ( . 9 1 15 -11,. INSPECTOR: 4C'� i" �' '-'l SIGNED' i r c CASCADE TESTING LABORATORY, INC. TESTING & INSPECTIOALLEt G1 . oatV ' 12919 N.E. 126rw PLAC KIRKLAND, WASHING N 9e .4 C. '� I _1l3.900 EVERETT �• �- 12061 2- •O01 i Ci'J 2 1987 CITY U I UKVt• �A %� ��-- �j-±� IN',1'�JG DEPT. TO' / VDIC A -57 -/' %n✓%�`.r/lL�`l V41. qce/e27 ATTN: THE FOLLOWING WAS NOTED: (/cc' FIELD TEST DATA SEE FIELD z c n 7 REPORT No. 29807 No DATE 9.- 3o -A7 CERT. NO. A7 e -49 SLUMP P ROJECT 4 ie- -e 7 7C'_. UNIT WEIGHT LOCATION loo ` l7itC 1/T7z /1%ZL CEMENT FACTOR BLDG. PERMIT NO. PE 7 44 OWNER AIR WEATHER ? C�/_C�le• • TEMP. AT AT AM PM ENGINEER / e` , A1/9/_ Y ✓? 7 /C S • ARCHITECT 601' CONTRACTOR .:4/ ✓ RDO"7ai 4-7 aep/zz-L/ TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR !OD jet' /7 }�'Ce /Y) s X C.A. G.a,000 601' .7iDF 6s s a ✓ 10-aa TOTAL ✓ 1G1° 1n a ce41000 S aso c co5c63 ✓ 10-aZ 2,, a ✓ 1551./13 r1G,00a 490o c 65(69- 9-30 W-9 9 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT p.1z s=T / 6K• .y C rl9 / SET No. FA. '5a „ houc1.z ko'-'1 }�'Ce /Y) s X C.A. G.a,000 3(610 WATER 6s s a ✓ 10-aa TOTAL ✓ 1G1° 1n a ce41000 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE �rn� �111MCML TOTAL LOAD STRENGTH PSI SET No. X5$1 q - ,50 ko'-'1 .7 4.)'4,616,0(1-i)• G.a,000 3(610 I 6s s a ✓ 10-aa 6 ✓ 1G1° 1n a ce41000 S aso c co5c63 ✓ 10-aZ 2,, a ✓ 1551./13 r1G,00a 490o c 65(69- 9-30 W-9 9 7 q-kAr t 5.oai C11)5()0 91490 z- G:)S$S ,, i 0--,,c6 �g ,/ I61ai na 99,500 G a.a,O z G5 ,✓ 10-98 z_ 6 is 0901 94,0co QaGo z_ PRODUCERS: CONCRETE tea) /I'%1'x CEMENT CU. YARDS PLACED AEA ADMIX. CAC12 % DESIGN STRENGTH O PLACEMENT AREA & NOTES ( % l k . " - Z Z I � l " 1 i z ' `J P ' A'L.7.,41 L? c. vies/ ,,,:fice9G.t+T F� r� Aie w P !3 , �' '¢/ -7c2 LF Z" >L,. =T 7" Pe 741Cdsit% COPIES TO: N\ �_- C�� 7' -I`Cl - �-Q�- t►�IL60 10 -1•_ INSPECTOR: SIGNED ■ TO' • TAFZY� $NC", SEE FIELD zq p e CASCADE TESTI 1 REPORT No. TESTING & INSPECTI • N / Er142 I cr ISIS 12919 N.E. 1261.. PLACE KIRKLAND, WASHINGTO 9903 ' 12061823' 000 EVERETT OCTi • U IJV 1.4917 CI IN. Or T,J10A1LA PLANNING DEPT. ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA 29805 No DATE q -Z 9- g7 CERT. N O. S7/ % -4 9 PROJECT yC�f�6y E'/ i`/E7t/Te .ii AJ 2n) AJD tz 1 7 7( LOCATION /e70 a7 17E z. ce BLDG. PPEERMIITT N /O,, OWNER WEATHER �e �+ K TEMP. AT AM AT PM ENGINEER KQft'I fin/ kif:"'-- % C/./C?125 . ARCHITECT J r /54452A1 14/r✓r%'1 -5 /W / ice rift TRACTOR /.� ,, , LYJ4"5Ck% N.,4 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGI TS KIRK N.E. , WA PL • o _ L c •, 1 -\ (j ` � EVERE KIRKLAND, WASHHV� TON >� qn -(IrU I ��1 `�1 ^I -(206r 59.0 107 \OCT 0 1987 To: /) biZD-6i /7O/i1 c2..0 � (3iTr ~V:J(P IL/\ /511 .��AtT/C -, -z /4}9. 9/) ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No. Z.907-- 29804 No DATE 9--Z Ci"- te7 CERT. NO. 637i,3- zi- 9 PR,O. ECT tv�ie�W��'7 /Mi-eZt 776( -,('. -5i /Y LOCATION / O ,S i�c cr�/l BLDG. PERMIT NO. 4844 OWNER WEATHER l: /__229 -x' TEMP. AT AM AT PM ENGI NEER _.''/ti,/v U'T =, /Gl ?s. ARCHITECT 7-/-- 7,0-/-.u5e2A1 P/->r-iZrN�s/i/? /0 _)wel4 - / I. //% /INTRAACT`OR I�O l s 7 r 1-5112 TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR /0 _)wel4 zi' I. //% 1. C.A. Z vri 66 o_. 644, WATER :7' 1 c— 2 7 7,6 TOTAL 1 I ISOO 31 6 0 �s z z. L., /o- 2.7 -21. ✓ 1 1)900 3190 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT TOTAL LOAD C/11÷; SET NO. / 6 k_ FA. 1 [� 5 K I. //% 1. C.A. Z vri AL., /S Sand WATER :7' 1 c— 2 7 7,6 TOTAL 1 I ISOO 31 6 0 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 4. sa. 0 ei'Z.5 /A -6 7 eV4 -4 (6)1-} OD aCO(73o 6 SZ ( :7' 1 c— 2 7 7,6 ✓ 1 I ISOO 31 6 0 �s z z. L., /o- 2.7 -21. ✓ 1 1)900 3190 PRODUCERS: CONCRETE 7D/Zi97Z--- AEA ADMIX. PLACEMENT AREA & NOTES CEMENT -74-0 CACI2 0CiC.. So It CU. YARDS PLACED DESIGN STRENGTH IEQ� 1 NSPECTOR: i ;' ' " COPIES TO: f.t - 0 i i l T --r ('Y it -r s t I t SIGNED: TO • C CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126*1+ PLACE KIRKLAND, WASHINGTON EVERETT 99034 12061 1323.9800 11 11 tilltif);;? 7 10CT 28 1987 _ PLANNNG DEPT. /560 / �ZY"4 Sc�i TLC, 1r�k7 • ATTN. THE FOLLOWING WAS NOT ED :..5O'Z_ FIELD TEST DATA SEE FIELD / Q / REPORT No /7.- 7 29802 No DATE CERT. NO. .c.7Vh� 619097 TC �,ePi)-A/Sivn/ SLUMP PROJECT Neck 7 A'1 LOCATION YEILD /f9 U s ,C./77 ii/ /y%4-- BLDG .PEST NO. te✓ OWNER AIR WEATHER 27/0/77Z / CGL%/li)Y TEMP. AT AT AM PM ENGINEER /r4iv1,4N 147 4-/11 ;e6. /c7190 ARCHITECT !/-TG CT 2Z.Z /2/k/ 1 y � lo4,`r 1 C ea5.#/ CONTRACTOR 7a4-6-7---, Y s/ Z) ,w ,u_ z� TRUCK SAMPLED 5Z 6 TRUCK TICKET No. //'jOt 7 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR `i.5' �' /Y , 7 C.A. /c7190 4sK- 7/ ; = lo4,`r 21/ ,u_ z� TOTAL 07 ce`115o0 3090 6xioa Io -23 0b '6G, 00 301+0 71 COMPRESSIVE STRENGTH /4eV BATCH DATA FOR 1 CU. YARD fF 4/5/ DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS /V/r°t.J/ CEMENT /D5 3,65 STRENGTH PSI SET No. FA. /3e)0 / °' z 7 C.A. /c7190 55)500 '0110 WATER 21/ ,u_ z� TOTAL 07 ce`115o0 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 6398 ci -05 / °' z 7 6,1x 55)500 '0110 Z 4.3 55 ,u_ z� Zo 07 ce`115o0 3090 6xioa Io -23 0b '6G, 00 301+0 71 PRODUCERS: AEA D. 75 PLACEMENT AREA CONCRETE ,, A/c VJ,0 CEMENT I III >r /L ADMIX.VLi1Z.4 S (7t2AJ6 AC12 °10 a NOTES ? /Z- //1/4/ .I Z /.vc'3 'Fj 7 £ 6 CU. YARDS PLACED Z7 DESIGN STRENGTH ,."- 20 1 NSPECTOR :, 1 L7e.,41Q -...� COPIES TO: i ,9— LJ- L• ^�•P /, `?Zs IC•<- SIGNED: ■ TO' A Q CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEQ.I.SO NGINEERQL..O . ISTS NGTONl� 12919 N.E. 128 *.+ KIRKLAND, WAS EVERETT \ncT 28 1987 OF TJKWjLA 81823. 800 1 269• • 817 .�i ATTN: THE FOLLOWING WAS NOTED: Pr_g FIELD TEST DATA SEE FIELD Z 9g70 REPORT No. 29801 No DATE 9-z 5- -g'7 CERT. NO. e77- 4 7 %AIR PR J CT ceTiC- �NTC /°‹ /O /Z iD6T /F&A -7 --3e / /) YEILD LOCATION /e, p / / y� 8 e /%r 727 ✓ TEMP. CONC BLDG. PERMIT NO. OWNER 4' 7 WEATHER '7)9/G774 ' G-G 2e, >/ TEMP. AT AT ¢tA-. AM PM ENGINEER f /�A-A/ L// % .uGi s . Z.// r'/ ARCHITECT * / GG/.SON P//°/7i 4: -i1/ //' C TRACTOR � , / c 7• er/�-_ - Vz 9 ,500 39.0 TRUCK SAMPLED PPFJ5- TRUCK TICKET No. //SC.ZS / TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR ( "45 4' 7 C.A. /MD ¢tA-. 70 r Co Z/- Z.// r'/ .O`22 TOTAL 9 ,500 39.0 �s�7 / ° "a3 �d 9.1500 3480 r COMPRESSIVE STRENGTH pf/ ( BATCH DATA FOR 1 CU. YARD 445/ DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS Pd. Yff1n' CEMENT /G 5 ,235 STRENGTH PSI SET No. FA. /30Q �o - z 7 C.A. /MD r155 ,o00 ari GO WATER Z.// r'/ .O`22 TOTAL 9 ,500 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 63 95' g -z� �o - z 7 ZaV(( r155 ,o00 ari GO 6396 r'/ .O`22 6 9 ,500 39.0 �s�7 / ° "a3 �d 9.1500 3480 r PRODUCERS: CONCRETE s,-7-E)NrA /44/ CEMENT AEA CO .7 ADMIX.W/Z.f' /zCµ(,1 •CAC12 CU. YARDS PLACED, 5/ DESIGN STRENGTH -8152- v PLACEMENT AREA & NOTES Z 'bQ F ,V 08-z- Ere. ■' ■/ I i G 0'C-4679Z . -C) 9 [): /'t G LAX' K 9 ' 7"°' vA /i'Q 1�,.c't2 art t L> /.3 tic uJcG.c/ i" -C' Lr �f' 9 c f' /4z;V r C74' � ) (' / / %0 " COPIES TO: ASP ' c yf1' —L9 fC' 7C /(7'S INSPECTOR: SIGNED:.._�l - TO CASCAD F4T1,41.G,.•L„A Y. INC. TESTING & 1 SPE I �`\ /GE OGISTS 12919 N.E 12. •,, FL 1J,,�w•� KIRKL AND, • SHIN4'40N- .d6O34 ' " " " -- 1 12061 23.9800 EVERETT OCT 26 1987 y12061 c1T oF-rui W1LA PLANNING i k L 59.0817 99,o ATTN THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD ZCi REPORT No. 29799 No DATE l-13 CERT. NO. 4g7 4 -49 D, ,r7 r6/(/TG .. K%7f}Na5 /[7xJ PROJECT /loROS7 )ti LOCATION �j+ j0 0 ��! /�C ' 1 / /}� 7G / -�9C OWNER BLDG. PERMIT NO. WEATHER , n , ! - t-/! /t TEMP AT AM AT PM ENGINEER (4c) Fi—/-1.4N y ,:: e:-:-.17v&-S., ARCHITECT //4-e-5— C,.44G,Z-/.57/ 7?R7V3>VJP RACTOR YL TV A Si, 1-10 -0f=R T TRUCK SAMPLED 4r.3/14- TRUCK TICKET No. /7‘71-670 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR /._'.'4j -3b - - WATER 4 5 K 'A 330 TOTAL i• t o -al 0 6 gLk,000 33'a0 6 \-1`-7 I. i o —al r a I. q a,oQO 3aso COMPRESSIVE STRENGTH rn, x BATCH DATA FOR 1 CU. YARD N ��/ DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS FLYfiSff CEMENT /v6 .se,5 /3e.,c) STRENGTH PSI SET No. FA. -743 V -3b -7 CQX/i 6G)0oc WATER Z--// 'A 330 TOTAL i• t o -al 0 6 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. ro q -z3 -3b -7 CQX/i 6G)0oc 'A 330 G 11G i• t o -al 0 6 gLk,000 33'a0 6 \-1`-7 I. i o —al r a I. q a,oQO 3aso PRODUCERS: CONC RETE t5% p4f / AEA /0175 ADMI CEMENT 1 Ilt� Ui CU. YARDS PLACED CAC12 % DESIGN STRENGTH ∎ 0° PLACEMENT AREA 1. NOTES V _Z-Z T r L c 1 /�rz 1/1, rTc I -hhaor .e)0.5 77 AlC9 v"/ D.1 it 0eT 0- `/C / 'j `�/ INSPECTOR: COPIES TO: I .' y(..� - ( .I..i. ..(P L _ - 1 SJYi2 ) • SIGNED: • TO f CASCADE TESTING LABORATORY, INC TESTING 8, INSPECT! TQTEfVGINEES'y 1�LrSI� ST£ 12919 N.E 126•.. PLACE I'1l 1 I II � (tl r `f 1 ''�77 n i KIRKLAND, WASHINGT 9003 �. .. I r :: 12081' )23.9800 EVERETT 1206) 28.0817 I OCT 2 2 1987 /5C)/ ,57-// �c%c- vJ, /' q' • 7 /(/- / ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD �� G REPORT No.__ / G/ _,�_.` 29796 No DATE g?''l g— '9-1 CE RT. NO. ,*7 8-'2+dl SLUMP PROJECT S ©Q 72• _ a A/0 Z D6TZOM r"- k7741,16 /on) UNIT WEIGHT LOCATION /0 0 ,.. 7.7, <<n 7i1,1z-z.- CEMENT FACTOR BLDG. PERMIT NO. 4S1/4q- OWNER AIR WEATHER --r -�'' TEMP AT AT AM PM ENGINEER /IAYC .7/// //C /gL, -Q ARCHITECT I/74-6- (:-52/-4,4-50 N 7/ /-7 17 l''R [L' .Tic/c7i 5H- 1 } CONTRACTOR 1 D (3ER 6.7 I3 .4 Yi- E V :7) IL/ 57 I o -1 G TRUCK SAMPLED/ 3 / TRUCK TICKET No. 4.s2/ / g ci TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR /,'/O 7z '" C.P7/S /gL, -Q 6 s,+; . 7/ /-7 17 5y31 ,•f I o -1 G TOTAL ✓ 1V4Isoo 1G1,o00 5$o Fo 593x I/ \.0-\ G COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 3•c ' STRENGTH PSI a FA. /460 -as C.P7/S /gL, -Q 1•15o0 Li-aGO WATER 5y31 ,•f I o -1 G TOTAL ✓ 1V4Isoo 1G1,o00 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 5 30 q-/, -as & x, 2. 2. 1•15o0 Li-aGO 5y31 ,•f I o -1 G A z o ✓ 1V4Isoo 1G1,o00 5$o Fo 593x I/ \.0-\ G PRODUCERS: CONCRETE Al i ./_l'" CEMENT 4 AEA ADMIX. CAC12 % DESIGN STRENGTH ,3040 (7 CU. YARDS PLACED PLACEMENT AREA & NOTES \A L-0__t L'hv C; ilL'S N■ G G- x:.17 1 ) fv C , ,4 A/ Si v c De %h`t' 1NSPECTOR:, / ~ COPIES TO: nl - SIGNED: i • CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOg.I.iTS... lio��:,�.`� `_ir ICI I_t 1 12061 259:9317 12019 NE 126,.. PLACE KIRKLAND, WASHINGTON EVERETT OCT 22 1987 CI j r' iJt I ,lt+.'rl.tir� To / \/ 57! N) l� ?pc �f/►�fJ /50 / ATTN: THE FOLLOWING WAS NOTED: U z-7;,41 �Z FIELD TEST DATA SEE FIELD REPORT No. ? 0 o.'6. 29794 _ No DATE 9 -/ 7 - E3•-7 CERT. NO. g37 iS -4. SLUMP PROJECT `(.1r N0rD..S7i2P>ryl - -x;),y.,/s /9 -/YfG YEILD t/ LOCATION /Z)U `• -.(,Z/7"-.rlfCe-A,/ re.e / Z -L.- CONC BLDG. PERMIT NO. 4-B 4-4- OWNER v.iGzt�A WATER zhx:41' WEATHER ?,gi 4 y %./ i E)'/ TEMP C.00°).5z AT AT AM PM EPLCQ.1EER _ /V. A/lS L✓''• / -1 F- 1/74 ,D_(5- zce) ARCHITECT /SON I 7Yc`2it5Zti41 ./47.'_;°.GG ONTRACTOR 359.0 'l; o o TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 2,45" v.iGzt�A WATER zhx:41' %S0() C.00°).5z °r 5776 ,D_(5- zce) %lo0 359.0 'l; o o X777 I, /I, -/S- z9_, ✓' !o7° 47 °F 3190 ( S"778 q - ll V s'-2.4 /o - 1s 1 z A zV4' . COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT / 6 (( %z 5r- C.,p,.T, //■4r— bevi e lS G.C14 d FA. C.A. . 7, ._5 WATER zhx:41' %S0() TOTAL I 5776 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. S-7 ' q —,1 9-21 1 zhx:41' %S0() oi390 I 5776 ,D_(5- zce) %lo0 359.0 X777 I, /I, -/S- z9_, ✓' II,9oo 3190 ( S"778 q - ll V s'-2.4 /o - 1s 1 z A zV4' . S,OoO 1I1500 a55O 3G6b z z 5-77 s-78 0 J ,b - /s 7 L? 10,o0 3a$o z PRODUCERS: CONC RET J /'4t /`"6i r4-1? CEMENT y 2 AEA ADMIX. CAC12 % DESIGN STRENGTH /WO C) PLACEMENT AREA & NOTES ! /•-1 f- D 4ZCEt, l" . /`•\ . U , ( " 3tc) G K)j i9 -6 % l 9A r" /,' JDG C (C CU. YARDS PLACED ..Y a-) CASCADE ES I f�G I L_dBC�RAT RY. INC. TESTING 91 IN PEC ION / ENGINEERS / OL ISTS 12919 N E. 126 �.. ACE i r_._,J� .~ 11 iJ 1987 KIRKLAND, WAS TOf� 904314 1 } 12 ..6162 9600 EVERETT •' _ " " 1X61 26.0917 l.11 I r.' I JP... % / k T 1i rc ' %%>/vl�li TO' /--`c / �v —; WW4 . 4I /D/ ATTN• AS REQUESTED BY: THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. r 4Z No. 27926 DATE /o -z z- S 7 CERT. NO. R7/6-4-9 i7CCZ/_ G _ &. -7 -vS/c9 Ni PROJE T A /6TeD�7?B1`1 LOCATION /be; S ir, /7a rz /� /, / BLDG. PERMIT NO. 4 4i 40 1 OWNER WEATHER .. G'%Z_. TEMP. AT AT AM PM ENGINEER 1/::7—e4N /1&---T . Ges.S. ARCHITECT �`� C�f1LL.C5rJ!N-/ (—t'E. /�G�Z>�-1/ CO ACTOR "r1/ _ 3 ?a7 7, 6/9'77, 1?/1m P 7 r1I ilLJ10 - _ l Q 5 C /N GSM ? / 4-.' -' ` 1,,i/ TH. /ZEt! /Safi_. S ( 7Drik /1-k7 . GV %Cam' 7i-- 13G -7 /tom NA41 S t l ` 4 / rC7 f� / / IZC —% E J / /i 12.13 i l DL� () / 77 c & Cdfr.�C E- CO hi 602.-/ D4' 7-G7) itom y ce,s7A er- 1// 41 RA- TO , JytO7,-1 7-- Fe; V / Z4 97Y/ l7z-d ieJG-RG Gff % C 3 p'az 7d £ Z- z g dc`7� , J l� :; . T7 /GN-I 5771c71 3/z. C. V. / rr z Ci 7L LZG) /3 . /A/ ".`1-N J [Z9 I/A/,D ?D was✓ /A/ fft'ce9ez T tf' ff/ Da -7) I,'j, /.5 /1-?"7,2 /c�9 %�1/Z/1--7 eL A1-/Ti9-7l ICe$ 3- SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO' 'N 1..7% - Cc t --rur car, INSPECTOR: ... 'I/ FIELD REPORT SIGNED: TO* CASCADE TESTING LABORATORY, INC. TESTING & INSPECTI 'rENCIMMLf! ISIS) 12919 N.E. I26 *.+ PLACE 1 [� [. KIRKLANO, WASHINGTON 980 EVERETT - .�. •, 12061 25;10817 NOV '3 19871 61-57-6C-; TUKVl-1LA NNING 9l27,5 77a1/21 4-4-� .A/ //uc9 4529 / �`� '74 ZIZi• 7/7 22 ith) • 9'/0 / ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD 77 c1 z/ REPORT No G- Y 26180 No / 0 -Z Z A-7 CERT. NO. _, 7 3- .4 -�9 SLUMP %AIR PROJECT / 11C7-5 7?Di"i ay& Y ih . -r T7e /1Z.. TEMP. '2 2 /S /4 'V LOCATION /6C .5,/77- iUT--e.-.A4 e- Z 5//z, BLDG. PERMIT NO. 4q q 9 OWNER /9,60 ¢src. WEATHER Z.4"'"NIZ., TEMP. AT AT Za AM PM ENGI ER FfA1 fiAl TOTAL Z8 /_:-.: 6.-).s . ARCHITECT n/, ` !A 78(8 7 / LI CpNTRACTOR ki9. i LTV zg ✓ TRUCK SAMPLED ? / 0 TRUCK TICKET No. /ZOrq c ` - J TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR Z 5//z, 3 7 C.A. /9,60 ¢src. tyD r' -:- 6,01- Za 7s, 7 ,/ TOTAL Z8 78(8 ✓ 11 -0 zg ✓ COMPRESSIVE STRENGTH M%.) BATCH DATA FOR 1 CU. YARD 4'.Sl ft' WEIGHTS MOIST ADJUSTED WEIGHTS CEMENT „IB5 STRENGTH PSI SET No. FA. 4500 , o- L� io- 2.9 3 7 C.A. /9,60 4,75-c.)0 ` G,SOO 2. 3 9 0 3o60 WATER Za 7s, 7 ,/ TOTAL Z8 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT WEIGHT TOTAL LOAD STRENGTH PSI SET No. 7 >EZ r S" /0-z � , o- L� io- 2.9 3 7 lava 1/ 4,75-c.)0 ` G,SOO 2. 3 9 0 3o60 y "7 s(6 7s, 7 ,/ i ' — ' 9 Z8 78(8 ✓ 11 -0 zg ✓ PRODUCERS: CONCRETE 729 /t/CA CEMENT L Y7' lel, CU. YARDS PLACED .5 /z- AEA O. 76 ADMIX.V.17P/ /vQcejt5eAC12 °,s DESIGN STRENGTH © ©L7 PLACEMENT AREA & NOTES sr+/ /67-2_ 19r) /ALG- 1`!77g4 , Pe---g: IZC_zA /9, /z7 COPIES TO: *)SQ VC1-6 -e-1' - - To 11-,) INSPECTOR: SIGNED: - 2 TO 1 r CASCADE TESTING LABORATORY. C. TESTING 84 INSPECTION 12919 N.E. 126* PL KIRKLAND, WASHIN EVERETT CE TON o 2s. W ej.\q 11 ... ". (2061 !'i 0 l - ,`):1987 CITY Ur 1 , /ILA ?At'Th !r I EPT. OD OGI 23.9 69.0 TS 0 17 ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD 770 79 _ 7 �' REPORT No. 26179 No DATE /0 - z i - 977 CERT. NO. 7?-4--c-i9 CI.'Z /7,A/ T SLUMP PROJECT A /()/ b577po /v). fX,,-3-9-V J0N LOCATION 100 � %cute T CEMENT FACTOR ■ TEMP. T / Z— BLDG. PERMIT NO. 49 9 OWNER 4-,, WEATHER �C �// A TEMP. AT AT AM PM ENGINE 4R / /IJ Ii IJr L °= ARCHITECT r' -41 CONTRACTOR ,f) ;S6 :7 1 . K-1-9 S'`t IJ e24 ;G lI — i$ TRUCK SAMPLED ,�./ i TRUCK TICKET No. /242:5-7...5 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR ■ TEMP. CONC AIR 0155 4-,, _ C.A. -- 4-.6 L °= 6',- -41 1/ lI — i$ TOTAL r/ 77 98 ✓ I4- ig 0 ✓ COMPRESSIVE STRENGTH ,,;/? r / BATCH DATA FOR 1 CU. YARD 7!` 47.1.1 DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS Tc / /tS/r CEMENT /05 ;7,6 -5 STRENGTH PSI SET No. FA. /30e% / ° —Z $ 7 C.A. / ro9,SoO a.'-vGo WATER -41 1/ lI — i$ TOTAL r/ CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 7 7 9 6 /V—a / / ° —Z $ 7 �`ie/ ro9,SoO a.'-vGo 7797 1/ lI — i$ Z g r/ 77 98 ✓ I4- ig 0 ✓ PRODUCERS: CONCRETEN;(6.9/VC 1 /1/17/1 AEA�%1 bh ADM I)ae/.,7, 60,1 / /r9 1`-76' c PLACEMENT AREA & NOTES )L. / .1Z=1; ,� -��— el 4, CEMENT 1 1 G C12 CU. YARDS PLACED Jam` DESIGN STRENGTH,25G;"L- •J4.760 / COPIESTO:%s-1SP 1� �C-e.P `et:13 c� INSPECTOR: ,�� Y L'�''�'""y {� ?�`��� SIGNED: ) linIr CASCADE T STING: =•LAB C7 F7ATY. Ir1C. TESTING & INSP CTICN(��/ ENGINEERS /GE LOGjSTS 12919 NE. 126x.. PLA E 00 T 29 1987 12061023.9$00 KIRKLAND, WASH1N TON 98034 EVERETT '- �•~• ~.�- - - '••'-120c� LM 259•ab617 CITY OF i UKVti I TO: ./Vi,/e1:::::577-1-2$2,11 ??5. 9.7 -4 777/ /SO ATTN• AS REQUESTED BY: THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. C No. 27925 DATE CERT. NO. -,. -49 PROJECT r„i4/r//* „e/t/7-e-/t, A /c) ' -(?1W ‘=y_ i -- tip: i &/ LOCATION too ,. erg/ a / __ // /iii i BLDG. PERMIT j T�NO.� OWNER WEATHER' q /�%,,.7`!G J TEMP. AT AM /:74rf AT 4 :SO GP1fe ENGINEER (--cii- /‘iY,4A/ !,�� -7 v'c; i z ARCHITECT 4-_` CONTRACTOR . / 4A(.�, 7: / 1/1), j --•r X-----.31V/1”: /2 % f. `' !' G- E% . � a "Y P:710it -/ G- f /1 y ! fr+- tc- e>e /'' r ?.. .y= ' `'"�•�' ../ / /.J,{c" ' �T _ . -r: �"7 —77- 7 /i, x-•917. 73:12� �./. / /•�� �' / /l� %./:f/F �" �" � i•- �1G%/� l /`". � �� /I "./i�.� /��']� l • %� /%/i /'" � / /!%:�r, Z= / i1.it'i�'. � % .i ,;]Lil I-1! /i1 /cam+ G. /A`S %/9X!e_" / 7 %C ,ce—:" � � � .�% ! /'� r /:.� "/�/ � �,••- K/�19.�' ��''C- � "- 'i =7•- � At 0 c'- villa= 1-_, SEE TEST REPORT NO 2:47 / 7 HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES To: u " -' `' ,�:Vt.' - %1=' - R -t 1∎,k: C?• 0 FIELD REPORT SIGNED: CASCADE TES NG l o0,g-r.or t4. TESTING & INSPECTI N / ENGINEERS /GEOLO 12919 N.E. 126*.. PLACE i ^•-""- - �L, KIRKLAND, WASHINGTON 8034 jr OF 1)\ �1 3 9800 EVERETT PI -`i N N 17,2Q61 �a9- TO: /1.Iik-7 /i‘<l !•/x'(/7111 ��7Z'/ - /lt.✓rTS•%f'";.i /1 1/(--- :51/) / b� , jam"" • ATTN • AS REQUESTED BY: THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. /�(lv No. 27924 DATE '"% CERT. NO. PROJECT :-5O4/r/74::-.%C.-7/ 7 /Z LOCATION BLDG. PERMIT NO. �f 49C 1'' OWNER WEATHER /�'-' fli -- TEMP. AT AM (F r' [. AT 4 -:Odd ENGINEER iji'O! /;i•r \/ A/ t4.:-/ 1r----;V -/a ARCHITECT . / j_— ' -�/l / .<9A/ /? , °27!V 7/Z5,'-t C tP CONTRACTOR _ T '{ � 4 'i Z-. -S. -f1-i `1 Ian ;. %. t c..� �:/ ice %% =�C rC�� % (. -N di) TZ!.. tS-> ( ( -'� 1� 1 / 3 1-(_.) / /A\ /'�'- ! 7l GJ / /!1f E CI c'� r,. / / +/I ;1/' &.:•)17) �i /�.lCY / 1 kil /i.✓ A7' /n2 I= l)ctr`.) 7' \i.l , TH r 1 �� .., - t'-� f "' ;r i — • ! .__ �..' k R. (�% G /ccl.r� \:'l� _�� s•4J�� t'• � � i• / � �? • /• � %!!�I' c �.% V `1 i- %�: �- \ /--r f -'��.G lam, � ' 13a F:{ '1YR`I -r ' �'r-7� 17-:;-.2 /2 c/' /\ -1(":: '� '�/;'t ' -1, 7V T 9r,1C ,� � /VI i 1+< 41 5) 1 1•: is 'TZC I, /! (7)67% ice'/ /\/G \->4.✓T =& ‘./ I 2!_•i /''" 1 -77?: L r (744\ i` 'L{ �:4 j r`1> l /'hl / i .- t ( )/- tL?' \A 4 '--/77 lE-74 % 1 4�. y/.r -r ✓ %,.7 "j" : i / ��� `� j -.�',�! l 9 1: �e /<, �t�7:7 i ( N L rte. I• i r 1 :1 = Y ' V q 77:1/4/ ( ; 1 ' _ \ 7 '_\7 4 `T z / , r i l-?- e: 4- L' ///J/II /1 • ri s.> ��•P . (7/(2-.- ""'1_. ��• ) ` . 'fit �'✓ 1 ' C ; � C, • 1 '! Yip ��C / �1� 'J_��1 iL��`" /,'li %' /. /�:�� LA/ / 7 t-e. 4'7,1 ;.tC-17.7L- T: 1t`N-r_ =1 �./l = ;�, /---221Z7- 1- .7 SEE TEST REPORT NO i'J 1 P% HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY rf :1 INSPECTOR: �_( r COPIES TO* 1 •P -% 1'try _!•t' - TO* f)i .t 1 1f CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION /ENGINEERS /G. • -GISTS 12919 N.E. 126,.. KIRKLAND, WA EVERETT 1VNA LACI INGT N061 B2 OCT u 1987 CITY OF TUK\ML:1 -- ' I 1 C r'EPT. ..pia. .9800 .0817 V./ , 73/l/ ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD 7 ' {f, REPORT No. L-- 26178 No CERT. NO. A9 j.:le.7 -g7 g`iQ -1r C: PROJECT / /727l/•j. /T/TG /e' A_A:9 /?? <-7-rd/t/' ,----12,--3,-,-A,4_5/41 9 LOCATION /c (9 `I9 'e1:; i rte- : /V1;lee- BLDG. PERMIT NO. OWNER 449c? WEATHER TEMP. AT AM eGC� AT PM ENGI ER / (7-02---/"'":" . / 7 /-;--/e.:5" /i? ARCHITECT r� CONTRACTOR i 10 4:;c .�`A', ,l `� //� f TRUCK SAMPLED 4t 4'-._ TRUCK TICKET No. /207 3- TIME S SLUMP % %AIR W UNIT C VEILD F CEMENT T TEMP. CONC A AIR 7 qri 4 441' /...''' ;�; 4 4 K A A:4`17,- 6 6 er D 7(0 91 TRUCK SAMPLED 4t 4'-._ TRUCK TICKET No. /207 3- TIME S SLUMP % %AIR W UNIT C VEILD F CEMENT T TEMP. CONC A AIR 7 qri 4 441' /...''' ;�; 4 4 K A A:4`17,- 6 6 er D 7(0 91 i,/ t t — I 7 7.4S 769 ,/ t•—■ COMPRESSIVE STRENGTH M 1 y BATCH DATA FOR 1 CU. YARD DESIGN % ADJUSTED j / WEIGHTS MOIST WEIGHTS -/, tr /fir, CEMENT ? TO. CASCADE TES TESTING & INSPEC 12919 N.E. 126.. PLACE KIRKLAND, WASHINGT EVERETT ;LL.BIOR�A�,OR''il IN ENGINEERS /GEOLQGIST 40 G 29 1987 3,9e00 1206) 82 CITY Ur' TI_If•M'fz1Y•oe -2trATN tNG I::4:P�._.•.� ATTN: AS REQUESTED El Y• THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. No. 27923 DATE /D -j6--- 01 CERT. NO. 6 7e•4.9 PROJECT �6v //"%t .57A/ _ C=x J LOCATION /'F% 0 �e5A -,/c/72-,: /'..fie. BLDG. PERMIT NO. 499 OWNER WEATHER TEMP. AT AT AM PM ENGINEER / (19 r-r- -ad Ate/ 1 F'' / ARCHITECT / aS" CONJRACTOR •._. „--2. : 7ii C 7 2c-/ e9 n/ . 7>d 73 % %� C �� F.��,S 77 va' , t'c SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL. MILEAGE APPROVED BY INSPECTOR: COPIES TO: )-1,:p _r, ��IP - - 2.R2. -c„Ycc.> < z s' FIELD REPORT SIGNED: TO• CASCADE TESTIN TESTING & INSPECTION 12919 N.E. 126T.. PLACE KIRKLAND, WASHINGTON 980 EVERETT 4 �1 C T l d'6 71 :4 7 j CI "f `t TUKVc ILA 9.7e2 1_ ATTN• AS REQUESTED BY • THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. . 1 rr�tif" No, 27917 I. DATE /v —74 --,497 CERT. NO. 67A-4-9 P R A 4 E C T ( , / •t - /z; 7; A/0121%S7Z74/1 remit/ a,^7 LOCATION 490 5 'irt%eitC72 eC P - r—ZZL- BLDG. PERMIT 9NO. OWNER WEATHER /944 ''71,,/‘ s.-1.77i� e.7 TEMP. AT AM AT PM ENGINEER JJJJJJ 6'�.---?=-/"247 14--:- ARCHITECT CONTRACTOR 1-0(.377 2-3:-/-5/71--72;_s--/ / /1.3 /(47^-73'.91.e r� 7 lq<k/A /) 62,'/ AJ ,1%r'f', // /yC /7 11=' /.e' 3 11 r /,.0 e A to /r /G- e !i %�-/�s' (� , r 1�/i Tr "!G . /0-75-7-C1=7--17-- 774,A G; =•rf1 1- 17ds-ee ,' - /4) 7 714-4 /U-/`(- 7. /,Y? mac= -�Y��� , rc /�( (D 7712 .. ,e),e ivc-,a is 7-7/. — Fitl., �s�•r�'i < <� �G ,' /,/ /,✓_ • F4is/ ;. , - ("ce) 1;')Z 3 y. — ;'iNic 244-'72 ii2,.. [C!C L' v./ Zt- G'9n4.r>.Gi/ ) A=; / C•6sr 4 2,Z4 /c.- : / / (7•27c.- /--?'f -Z i�'� �C� l 'Sc T /7 / 7 r ,1 1 /4't ' Cr- �1, IL- ur =t> -P FE-12=5 Iv y CC) ' tzsv u C4 -I _►7 C3 l/u '/) ..y SEE TEST REPORT NO157 HOURS ON PROJECTif - TRAVEL TIME TRAVEL MILEAGE APPROVED BY 7C 0-e...71 7/ 776 3-CA-77— a /7�-' INSPECTOR: COPIES TO. A lg() FIELD REPORT • SIGNED: T TO II i 1--, CASCADE TE NG LABORATORY, INC. TESTING & INSPE 12919 N.E. 126'.. PL KIRKLAND, WASHIN EVERETT �/ 10 E TON /5c' -'/ •_ , -* • INEERS /GEOLOGISTS 2 11823 9 259.0 19871 A�'.r..� VILA' „II NNIN l rt'`` : _-_ O 17 ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA rx. SEE FIELD •-i / �' REPORT No._. l.... No 26170 DATE /1) —/ 4.- )�7 CERT. NO. ) I ., - 4 ci SLUMP PROJECT a-(7�C^/ 7 M ) i 7: /'/C/o/k /L-_ Y;;74 v 5/ /S/ UNIT WEIGHT LOCATION /,'2 L`-:)!i' / 77746-.1e---A/7-/C.2- Chi /9i_' 1-. CEMENT FACTOR BLDG. PERMIT NO. 4c19�r... OWNER AIR WEATHER ,51-4.4( `i - /'S /Z /-`/..):r1?i TEMP AT AT AM PM ENGINEER / (::„.t.%/5:7-7"/%11-1A1 (' /" / G /'I(' IC.:f-' ARCHITECT //->< /_ GG/ S(•/\, (i-)//.?-/-/!'', »,,•1) CQNTRACTO yl c y, ,/73 M ,� k\-)/3)-57"--727-2::- /-74 TRUCK SAMPLED • 3Z fr TRUCK TICKET No. /Y? �•% • TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR /415- $-D :-t igiI) / 4-,6k (O:C/ 5,0= `1559' ,� \1-11 TOTAL 9555 ' \ \—\k COMPRESSIVE STRENGTH 4-)j ) BATCH DATA FOR 1 CU. YARD p- , el /5/ DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS F /yore CEMENT /p5 -.7/4;Ii %3e I! STRENGTH PSI SET No. 553 FA. C.A. igiI) / 51)506 511506 WATER Z-1/ `1559' ,� \1-11 TOTAL 9555 ' \ \—\k CYLINDER NUMBER DATE MADE DATE TESTED r AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET No. 553 /e..-./ 6,),,/ 51)506 511506 I sao / `1559' ,� \1-11 -,�' 9555 ' \ \—\k PRODUCERS: CONCRETE .c- /C.wG \-114 ,/ CEMENT I y t'C LL AEA P.7 S /l' %CG< ADMIX 214 �9/ // i J CAC12 PLACEMENT AREA & NOTES D Z:LL.EI) (�1� /G P 6) It) (' /iti'c // to l " g:1?-1C, i3 J,,ti CU. YARDS PLACED 45 DESIGN STRENGTH :51)e'71 LC 71e) /6, 'e2 " i EL1 n 4, COPIES TO: t\V.f' • ( ‘.) S -' (JP 4- (< � 1 '� 1) I 71 • INSPECTOR: SIGNED: i TO: CASCADE TESTING LABORATOR TESTING & INSPECTION /ENGINE • 12919 N.E 1261.. PL KIRKLAND, WASHI EVERETT \OCT `f, 1987 12061 ICY oil"��cv�IL • LOG 823.9 • C. STS 59.0 O 17 .c -/4. ' / /C-/ / ATTN: THE FOLLOWING WAS NOTED: JC T Z FIELD TEST DATA REPORT NO. G _ / ./__! ._J_-- _-- ._____. No DATE /0--/41- .?.,."7 CERT. NO. 37A -49 SLUMP PRO E C T 60,./ T -- / /ee- TC i / ,l/ h/S /E2,. 1 YEILD /c D /7 )/`i LOCATION /Q 2 /Trot F/Al Ze 77' /; 1/471GL� CONC BLDG. PERMIT NO. •-cj9C9 OWNER ia WEATHER /2 /1J I /N1 �Hnivr,T /('! /CTC /Q.S7 TEMP AT AT AM PM ENGINEER n� G / I• .t{Ifl -/ 1 N 7/% / I :'1' /Z/ L • b6- /- ARCHITECT -2- / / CONTRACTOR Y SisT - Iio ma=r �` ->->Q>i TRUCK SAMPLED T TRUCK TICKET No. �.E. z'c' C/ TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR //'r.16 ia _. - -. z) _`',K. b6- /- -5...6.t" -2- / / L." t k-11 TOTAL a `1552) ✓ \1-ti zf; v z T-1 559 ✓ \ 1 -k1 g> COMPRESSIVE STRENGTH ...zan_e Tj' �/J / BATCH DATA FOR 1 CU. YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS �y/9.5° CEMENT /6'5 1 -IP STRENGTH PSI SET No, FA. /'3G'C' 10-al ? C.A. /�. L7 S Sao 4b 1 ck WATER -2- / / L." t k-11 TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET No, S a /�% �/ 10-al ? 7 }C/ Z S Sao 4b 1 ck z_ *`1 '1551 L." t k-11 z u a `1552) ✓ \1-ti zf; v z T-1 559 ✓ \ 1 -k1 g> PRODUCERS: CONCRETE J /"Z)AlL: ,‘7/ CEMENT 1�7L LJ% AEA .76 //G} /-Ci6 ADMIxa.1.74 ' 59 /C)29u1:- CAC12 PLACEMENT AREA & NOTES/ 29LIA/ I /A / //)/C /14, R- /rr'f' 96 ' /a_ CU. YARDS PLACED //`-r DESIGN STRENGTH sL/G'` 6 /L: • ,�,/ r 1<< / 14E-3;7" . /4/e. 4 to Z e . iA1e"s 71Z-7 e Z / 7?c� .uC.; >s (- ). 1 //V Co cart b7A 9 S N F\ BL• .� 5 DA*S COPIES To: /\-\ ti .y i.�,�. - • INSPECTOR: P'-'4"7 7;4 1C�,�_,. li T TO' CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE 126,.. PLACE K IRK AND, WASHINGTON 98034 EVERETT 12061 823.91300 12061 259.0817 ATTN: AS REQUESTED BY: THE FOLLOWING WAS NOTED: JZ 1L-LC (1 . OCT 1 22 19871 p; A,NINI;\tr; Y- (6,50, )- PREVIOUS REPORT No. No. 27916 DATE /D -45- (9) -7 CERT. NO. J / 1 `4[ -) PR`OJJECT / /7fiJ 4' G7Z,> LOCATION l �-s / /)j 2 ,.-.Z Y7 /? 7?_ M 4-- LDG. PERMIT NO. i ci ct OWNER WEATHER 737-/K T-'i C- •�t,.' -4`^ /CV TEMP. AT AT AM PM ENGINEER �� ;�r , I,7I/ l/::: /=- f=-l-: ' ARCHITECT _ CONTRACTOR 1 n,� ., R' r� C �� L:. it .V �� ! Z (4 �.\ It �v cC' ! Z ,� c C._. t T' \ , /U'G" ) LJ I /Ne / ( ) e43-- I LL)//-:: t"J/ i 7Z) ,k(g)A1/7;,,4 7-- !\ /G- 1'' /-:i i,472' L `)C' '7 (?b A/C: T�" /�%i X ) 5 / /‘>O t -/' N,5:7 ,'t /e.1, -/ 9--/, /9- �- t ti 7/ N E= / , C \n/ 7:).4.4 .c-%) U%-fJ l tt J v .l AS ),91>. i%'c -c- Uv /4-H r'!cT, //• )/'7E`Y'l F /N42. -TWO C'rc: 4/41?-L�� 71,4-c 275-(12-r- fir- T GYGS, 1 .o - ,7t1)/? 7- 2 (r' /41 c y wk 5 /t ' T. L;, ?'/2= -77". T C7' /-s" : 7e CW. --�7 "17 .) C) / Z... t z- 2. isles' ..--f-de _ SEE TEST REPORT NOf/ /G, 6 HOURS ON PROJECTfi z- -7 C' TRAVEL TIME TRAVEL MILEAGE APPROVED BY ( A/C-' !>� •6'r +G - '� •I 'p /7• c . y INSPECTOR: COPIES TO. "ALA' ' Kt_ P,'.; /o C. • • , 6_,V FIELD REPORT , (4„ ><- SIGNED' • CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION /ENGINEERS/GEOLOGISTS 12919 N.E 126,,4 PLACE KIRKLAND, WASHINGTON 98034 EVERETT 12061 823.91300 1206) 289.0817 TO: /4/2 l )67 CJ/?? ••�2T -. r 72/4/1/,7'/A//6.3"- ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD "7 1 C. REPORT No._...e -_. / �. `1' ..... 26169 No.- - ----- DATE /D- /. ?- .7 CERT. NO. e7 '4C7 PROJECT !..5CV fir! Y.,1 r-7::/reW•_ LOCATION /C)(' ! 777 '%c-- ' '-e -- BLDG. PERMIT NO. 4'C. C..;. OWNER WEATHER Pr'1? (2.- r' i,G't /.:7)/ TEMP AT AM AT PM ENGGIINTER • ARCHITECT / - ��r /'C_?-5 G 1 / /WiL ./�l��/"//7 -> CONTRACTOR 23 T 4 j �/Lt: // .D i7 i) TRUCK SAMPLED IF C/-1 TRUCK TICKET No. //k e674-7 '4-7 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR z. 45 -; f'�, �, C.A. / CO 4se G,44- G'� r ;CZ/ Z Z a4 TOTAL i,(�flrt'I� 1�LL a5 4.---/ IN- ‘ o , 0 �'(nl(i COMPRESSIVE STRENGTH n' jz BATCH DATA FOR 1 CU. YARD er- > 49in/ DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS FL% ,,ail CEMENT /C•+�.7 g,,5 STRENGTH PSI SET NO. FA. i3z'i rd 1 o —ao l 1 �, C.A. / CO .- 6,000 WATER ;CZ/ Z Z a4 TOTAL i,(�flrt'I� 1�LL a5 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. '1'i aa /6, -/3 1 o —ao l 1 �, �X /z ✓ .- 6,000 vaa3o Z Z a4 i,(�flrt'I� 1�LL a5 4.---/ IN- ‘ o , 0 �'(nl(i li OCT 2 1981 ; .uI...+-;\ ct.T \- (.JF PRODUCERS: CONCRETE %7.C/C Wit 7 CEMENT .1 i �C AE AO 75i,/71-714. ADMIX�f1�j / /C» 7.. AC12 CU. YARDS PLACED .•••,-7 DESIGN STRENGTH - 3t)CsC% PLACEMENT AREA & NOTES-1.)i? ` /�-C L/ PI C:26 C~ ? ��l /Ale_ 1 C . z' /G� �' G 1 \ 1 C '7 U „ .s:.;4 /)-f/31 !?L 4 fi9red4- 'C' //A., / • _4.14;('? C °I�1 . I �. j' �� , ^Tu�i jr 2 INSPECTOR: /11 / -. SIGNED: i Y/ T CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION/ENGINEERS/GEOLOGISTS 12919 N.E. 126'.. PLACE KIRKLAND. WASHINGTON 98034 EVERETT 12061823-9800 12061 259.0817 TO•. l >J% /� l�i'`'I Yljl�C, l2 . NN / "!G- • „ / v /n' �iC) . ATTN• THE FOLLOWING WAS NOTED; FIELD TEST DATA SEE FIELD -7 REPORT No 26168 7 — - -- No - - •- -- - - - - -- DATE /O --- /�� . - 7 PROJECT /-77)-57/2/)/7,, CERT. NO. 4 •--49 /�L-► .2-J7/4/27,,k/)/,'..1 S / LOCATION ///)0 \-fe / /r /l 1 /-2,--A--7 /7/70P---- BLDG. PERMIT NO. OWNER WEATHEP V C/47,, //)/ TEMP. AT AM AT PM ENGINEER r.:. ,/ 'i 7z -/% /--7-- e-= ;,cw..,5 . ARCHITECT / L / lam.• L J �'c y�� tom; ""7 C.ZNTRACTOR �� a I.n z. � 1 rte, -/, - -- /z)F M'1 . TRUCK SAMPLED ._ )n / TRUCK TICKET No. //�65j 44; TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR /%?`? 7" — - /9 ' 46k. (Oa/' ,5'67'" !/ Ill o TOTAL ✓ \\-\O a0 i -,P� ] \‘....‘0 . 1 LL1 II :> I %`J I FJ 2 (J COMPRESSIVE STRENGTH M k X BATCH DATA FOR (CU. YARD xt 45/ DESIGN WEIGHTS 9; MOIST ADJUSTED WEIGHTS FL', 91" CEMENT /UJ fj STRENGTH PSI SET No, FA. /30 C. lo—ac oh, C.A. /9 ' GI,soo an() WATER !/ Ill o TOTAL ✓ \\-\O a0 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No, `l1.\ VA AO, lo—ac oh, Zo ;1', GI,soo an() / r ttiad Ill o `T-AW ✓ \\-\O a0 i -,P� ] \‘....‘0 . 1 LL1 II :> I %`J I FJ 2 (J ,-,. . I J 1G" � 1 ci1'I 1_;r 1i PLAN.! "111Nr • ..r+ yr. PRODUCERS: CONCRETE ‘L- • .014t7e- AEA e.31. /rrc /- L✓ADMIX PLACEMENT AREA & NOTES 1.'R 1/ -1 -F%I CEMENT t /PL -�- AC12 ^ ?! /,1 /- / e7 n P e CU. YARDS PLACED DESIGN STRENGTH >`2c) i \i.7- GJ F 7 j .5f_ 1 /tl�� f't= ��'�i�C.✓ "i rf // INSPECTOR: h "n "L/ •�C�a1 -� �� COPIES TO: ,• r Q' SIGNED: • CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE 126•.. PLACE KIRKLA?O, WASHINGTON D8034 EVERETT 12061 823.9900 12061 259.0817 T . I /.-AS -!! !" ! r_ ( /yet// /1 /Cr /JC ATTN• ..7 AS REQUESTED BY: r�l2 • y\ /tom i rz 1= ZAP. 7-at.9 t ,�`� !Z 724.9 THE FOLLOWING WAS NOTED: PREVIOUS REPORT No._ 29035 DATE 49 -- /� - -7 CERT. NO. e7 -4-9 PROD CT c/TP /TG NO / . -T_ )5Tic i .[%i799•5rl7, LOCATION /6 ) — ,7N /-T- rrel'r -e- BLDG. PERMIT NO. <=.'J 4'/- ': el-9 9 y OWNER WEATHER r / r-752/C-- TEMP. AT AT AM PM ENGINEER — ARCHITECT r----, CONTRACTOR 4 -C' 7 7 lza■-7-72 / e !�i?. 5 72" . �i� .r2r&;2.r l) /1/4/soz'Z '9 TcZZ 4r1/ /:! .�� �ci l,� %G-a i.�t1��7Z 7 -/ !, /,ai:7./` Vie--- • lslirl�e44)1/61. 4r G rf 9 r. lCr Tc�� 7 P r ���S e -- cc- .A-S .r/d.:%c�- SEE TEST REPORT NO. / 2-5 i Gr 3 HOURS ON PROJECfZ - if 5 % L 4e TRAVEL TIME TRAVEL MILEAGE APPROVED BY -/ . hint -TS . COPIES TO: DISC= = c U F z -c -P eue, -rule- lO 70 • INSPECTOR: 1�r2.Yt.p..�... /� FIELD REPORT : SIGNED' 1' • CASCADE TANG—AB TESTING do INSP CTI 11� E��1C�aIIN 1/ OLO$ISTS 11Ir "1 {�1I 1 �I'�'� 12919 N.E. 126,.. P ACE • - - y KIRKLAND, WASH GTO1I 9BO34 12O61623.d6OO i 02-1- 2 1988) 259• I EVERETT PL,ANN:;•:r; TO: /V9 1?i /& � I , (f�% ✓/�/ % //V C=am _ 617 / /D ATTN• THE FOLLOWING WAS NOTED: ,.11:5-L---/ 71F. FIELD TEST DATA SEE FIELD 7 L� REPORT No. _ C�� L�� J .._...-.-° 25946 No DATE CERT. NO. SLUMP PROJECT . jaCef .e / /V0/7-1-A577-74-0/1-7 --- ;?..Y' fe!-4.2 UNIT WEIGHT LOCATION CEMENT FACTOR /Q0 •'r7r1/c- ��vTr. t /z'-'- BLDG. PERMIT NO. 499.0 OWNER / /,, 55 WEATHER L�LI� TEMP AT AT AM PM ENGINEER e6/C:Ar..°x74.7- C ✓ut-7,; !C -,S. ,_ ARCHITECT r WATER // CONTRACTOR \)-ct TRUCK SAMPLED %..�L/ TRUCK TICKET No. // U 7:77 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR / /,, 55 -s ..1. "L', - C.A. /9E3 U ,_ Z`2r WATER // ✓ \)-ct TOTAL ✓ r-1 35) 111 z i5 i/ COMPRESSIVE STRENGTH 0,..41 / BATCH DATA FOR 1 CU. YARD . .5/ DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS Pk -1 CEMENT I 0 5 ,7 ki� STRENGTH PSI SET No. FA. /06 0 \b-ACI "7 C.A. /9E3 U 2,3,000 act 40 WATER // ✓ \)-ct TOTAL ✓ CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. "`1 3 `l /01r, \b-ACI "7 w� 2,3,000 act 40 , z. 1 35 D ✓ \)-ct z ✓ r-1 35) 111 z i5 i/ PRODUCERS: AEA -7ti5 PLACEMENT AREA & NOTES L/iZIL-i -C1 c ?11% V J,',ve 1/ 1-0 /6 , CONCRETE ' ZA/� =vcl," / CEMENT ADMIX.V/ir..4 /L9 cdACl2 90 CU. YARDS PLACED 77 /L DESIGN STRENGTH Ave 7. 3 t o / 1 D G.✓c /3 7I4 // '6 "i p7'/ COPIES TO: '1J' (• 1, t -1 - " 1 o 2C INSPECTOR:, /�G SIGNED: TO• CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 NE 126'« PLACE KIRKLAND. WASHINGTON 96034 EVERETT 12061 823.9800 12061 259.0817 /V) I-717.57/Z7(9/v1 ..c72 /ZF 72,4 Nil A/C� 5� ATTN• i 1 AS REQUESTED BY: THE FOLLOWING WAS NOTED: ' • • \1C 16-. - 1,&4:/ i l 64;. 1 � /A/ PtZ77 r] roc -9.E.: PREVIOUS A REPORT No. t, �7 n_ �, No. 29034 DATE % /0 -.9- e / -7 CERT. NO. (� —4-9 7 C.' PROJEFT6/�/71Ce/Gi< /'V D1Z u S71zc2ti 4-/V6/ 241 LOCATION /00 a/ // 'A/ T7z /444z- BLDG. PERMIT NO. 499. c 411344'. OWNER WEATHER `�rC79 F TEMP. AT AM AT PM ENGINEER , % 69 /%N\ f/ N' Ir ' // Z7--/t/L17. ►Z5 ARCHITECT ,, // -71----- C.;L- G'S� ='/A' . i�1/ ( H I :' CONTRACTOR > �c (C- t7447- 'rZ 1 7,?/ /71/k/ A'// t' r- j,� is i ‘, /z , c r / r ri /ti' c; ic- C'l L. (' /r , ? - E- l/i. 'ZC LJ7 i.-713-(.I C ce? r-; r'- -('/ f=' /c. 9 ax.<5 —01Z/L.c. 4-7D 7(eizs , ' 7) N/e ��►� �_' /,vr,* /_-f t 2:7 't-21e. pth (' 1 -lD (J / /A.) P fZ• /7' (7C ?_' %//T G - '*"Z \ I/ Ne- /3 L ZIL4J,L& /A/cEN?iL� /✓ b %0 mC z S & fYS22_ .t l� Du L= 7Z ! G/G 8 /, / /"/ 17/,vc ', iZcf?RMAZi . wsa l 'c 3 As L/ r R(r c -A/de / -lr7i i r �► D /L,,S r A, ie' , /rf Arc,• / ,o /u/ C Mee 2x.5 c c &-D rk17 c:747.6 • lr C (.ls� f�r�1 i-� .fix `A-C?_ \ 4-/Lie /I /9 Z- SK. /Q4,' 7n∎ LJ "(� 4c ~� (') -re) / ��atLFcc) Eso-r o e n a r C q / 7 . 2 -T r9• /= i , C'/ L. 7.qG ,9 1zf rNcL E Z r7"c G iii C 11,1c3 r32v" ^lv z 7;+ . SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: -'�r //-1‘ COPIES TO .• • FIELD REPORT/ SIGNED: • • AIL CASCADE T _L —A60Rf TESTING & 'NSF TIOI�y)) GII� IE�ER4I1/ n7! b, c..111, 12919 N.E 126 7, PL CE t LLLL KIRKLAND, WASH' GTON 190034 1208 823.9 OO / (J IJ 1: ;)0 S9• 017 EVERCTT ( i'r' (Jr i •:'r,�e'�ri TO: A /4° (7a-5-7770 JLlrz� 2fNNi6/G- /56)/ ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD 2 �7 ca 3 3 REPORT No 25944 No DATE - S - A37- CE RT. NO. f e - -9 SLUMP __Ze/ PRO-19 CT ' TeA7. /l( z7sZ /mac AI 'x/4.5/0 i J UNIT WEIGHT LOCATION �r�-y �� /� / €.71 -C. /Y/Ir/S �/ -e-- CEMENT FACTOR BLDG. PERMIT NO. 4c C OWNER AIR WEATHER Cl-z-711Z-- TEMP AT AT AM PM ENGINEER r-----/-77,7 e CAI &-i S • ARCHITECT 49‘/ - / .7oT 6.5 -7 C,J CONTRACTOR TOTAL TRUCK SAMPLED/ TRUCK TICKET No. /77730 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 3.`35 4-„ 1 C.A. 45e, .7oT 6.5 `1,113 ✓ 11'S TOTAL 1114- ✓ 11-5 COMPRESSIVE STRENGTH Aft x BATCH DATA FOR 1 CU. YARD �5 / DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT TOTAL LOAD STRENGTH PSI SET No. FA. 70 - $ 1 oft 5 1 C.A. %\, pO 0 'Won WATER `1,113 ✓ 11'S TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. '1,vi a 70 - $ 1 oft 5 1 tx�z %\, pO 0 'Won `1,113 ✓ 11'S 21, 1114- ✓ 11-5 PRODUCERS: AEA Q'15 PLACEMENT AREA & CONCRETE 4./DNkiNAY ADMIX. CEMENT I / �C CU. YARDS PLACED 7/ /T AC12 % DESIGN STRENGTH 3900 NOTES J1C1_LLE L '.1--11E2-6 CC�r J1�.1�w L / @ at`L C /,A/e,S e0) 6, c, ID � 1 �; COPIES TO: /1 : n • C v C 1 - (? .1`:� .• "[ ! l %�: • INSPECTOR: SIGNED: :-� ". -�"" ✓-f- -/ _ CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGI► RS /GEOLOGISTS 12 19 N.E '1z C�/ 1 (1C1 191987! I ' CITY OF TIIK\ ILA TO: A YtLld /47/1tL;- aVAX -Pl /5 / .5 9,/?) / (2061 823.9800 (2061 259.08 17 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No 25942 DATE /6 ~7 -�'� ? CERT. NO. 76-4-c 56 UTE74/7=l_. s /'N PROJECT 421 :< LOCATION /OC • rICA /7Z-/ r 1, c. BLDG. PERMIT NO. 49199 OWNER WEATHER / >pP IG: 7 6.442,C.C111 TEMP AT AM AT PM ENGINEER %o r_f)c= F/Vi,4 (.i ki /:: / L,V . I • ARCHITECT /ftlL' i - C /.5-60// � / ?iS,i1/f r.NTRACTOR (--�o Be-R.7-Z'. b y y 7, TRUCK SAMPLED 7:P1/0 TRUCK TICKET No. l/ 7.3c? TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR /,'40 �},1 / O �1Z /z� 7 ask • 7t 2 7a >d50 TOTAL "- 1 z6 ✓ 70 5i ,/ i - 4 Z. S L/ COMPRESSIVE STRENGTH in ii BATCH DATA FOR 1 CU. YARD fr. 415/ DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS r�Y CEMENT /QS 3'x{5 430 0 STRENGTH PSI SET No. FA. /o_ 7 M C.A. / O �1Z /z� 7 WATER Z 1 >d50 TOTAL "- 1 z6 ✓ CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. jog /o_ 7 16 �9 �1Z /z� 7 asoo asG.o >d50 ,/ "- 1 z6 ✓ 70 5i ,/ i - 4 Z. S L/ PRODUCERS: CONCRETE `5/DNth.IS%/427,/ AEA CO* 75 CEMENT ADMIX ► •4„3y- /2762W325/ 'CAC 1 12 9b CU. YARDS PLACED fie) DESIGN STRENGTH R• "� 1 s. 1 PLACEMENT AREA & NOTES —"pre_ "P/6"--1? (r�^ I.�soL)) & �Y 1?"' _ 1 t1 r L'N&-- • /� �� INSPECTOR: 6 COPIES TO: Al 5::) C VFW -CCU - -rub_ 6a /o •• SIGNED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION /ENGINEERS/GEOLOGISTS 12919 N.E. 12611. PLACE KIRKLAND, WASHINGTON 98034 EVERETT TO : YD/eS/ e29,11 /5/0/ m" 777'- .� /�- 94gAQ/ ATTN: Maoit*vi) (Ol+ - 2 1987 (,F17 QF TLJ;,v .A A .1 ING t '•:.f'T. THE FOLLOWING WAS NOTED: Ce9,. 1G FIELD TEST DATA SEE FIELD __ Z�} Q e-- Z. REPORT No. !! 29808 No • • E /} �] q y�i/ ^ A / CERT. NOR. -r SLUMP %AIR L�7e PR•JECT �,! `�-.0.. /,'//CC /YjCil , eZ Ii) $ 2269/a9 71.78 y /O,4f CEMENT F�Ay(CTOR TEMP. LOC TION /% ie ° L9 .a r N /G/? " .4e e- AIR /3J O BLD. PERMIT NO. 4999 OWNER C.A. / 1 eV WEATHER (7JL-/c.- TEMP. AT AT WATER AM PM ENGI EER .7/ r/'� At 1t..) () F / /f s ■ 1.0-2, TOTAL A HITECT He ( 7 - L , 10 5 o 0 .TRACTOR IA o - i a4yiZ"1 6CD\C‘ - , TRUCK SAMPLED ] TRUCK TICKET No. //594.5.12 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT F�Ay(CTOR TEMP. CONC AIR /3J O \t-1 7 C.A. / 1 eV 111)0°0 ar7 ao WATER zr../ ,--- 1.0-2, TOTAL 10 5 o 0 3100 6CD\C‘ ✓ 10 -a,4, 7...,g ✓ IOO,soo 3550 COMPRESSIVE STRENGTH /4111 BATCH DATA FOR 1 CU. YARD 4,$7 DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS aye CEMENT /05 3 j5 STRENGTH PSI SET NO. FA. /3J O \t-1 7 C.A. / 1 eV 111)0°0 ar7 ao WATER zr../ ,--- 1.0-2, TOTAL 10 5 o 0 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. GCOV1 Q-3° \t-1 7 6 V/ 111)0°0 ar7 ao 6 Co ,--- 1.0-2, a 10 5 o 0 3100 6CD\C‘ ✓ 10 -a,4, 7...,g ✓ IOO,soo 3550 PRODUCERS: CONCRETE �C /`%I/i//51"7/ CEMENT AEA `', 7 ADMIX. � / eAii ' AC12 °/. DESIGN STRENGTH Sr/0 PLACEMENT AREA & NOTES t' a1 Z'1 `J C 1 ' ' "C � C /....1(<32,4P. - (.`e.7072/ V • '' t7 `� ,A) p r si to 'fit r� mac_ fir% � rlZ�c_ ��c�rt , CU. YARDS PLACED 27---• COPIES TOI to . C vq"\ , e lo IZ_ \: J INSPECTOR:. SIGNED: TO: A/ C CASCADE TESTING LABORA TESTING & INSP - Nni�t'r( 12919 N.E. 126 *•. - ACE NI1�B 1l.� 1 KIRKLAND, WASH GTO EVERETT \ocT 29 198 CITY iLA PLA ” G FiciPT:. NC. ISTS 800 12� 12°59•,•B17 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD r�� � Z REPORT No. 77 29803 No. DATE q- za- 6-1 CERT. NO. A--pa -49 PROJECT ,5'eze7- wSENT K A/0 6v17.5 Ke/vl cXp - „(5 /G) AI LOCATION 00 \S0 —nice z /Y%-e-z-- BLDG. PERMIT NO. 4-5G9 OWNER WEATHER C f1-/Z TEMP AT AM AT PM ENGINEER ::/ C�V(rfas• /Jt %f- � /\1 /4j A/ / l ARCHITECT %TG H� (//9Z--t-4...569,11 7, R 7YG X S /H P C NTRACTOR TRUCK SAMPLED -7Z-3// TRUCK TICKET No, //.5.5970 ■ TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR l.'z0 r: �- 1 C.A. / 9f)0 46k. 70 i-V" i -. z!) V ✓ /0 —2./ TOTAL 644, a ,, ,o —z(.. Z g ✓ 11 a,Soo 39$0 COMPRESSIVE STRENGTH /011)/ BATCH DATA FOR 1 CU. YARD 4/50 DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS ii/13"t CEMENT /V.5 ,5p,5 STRENGTH PSI SET No. FA, / 30 C1 /O~� 1 C.A. / 9f)0 9 a,000 `13,00c S ) 4-000 WATER z!) V ✓ /0 —2./ TOTAL 644, a ,, ,o —z(.. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 69 < cf-i.7-6 /O~� 1 (1' ✓ 9 a,000 `13,00c S ) 4-000 699 7 ✓ /0 —2./ -67,b 644, a ,, ,o —z(.. Z g ✓ 11 a,Soo 39$0 PRODUCERS: CONCRETE `C+ 0NC V \lR / AEA ADMIX. PLACEMENT AREA 6 NOTES Vii, /�' CEMENT V CU. YARDS PLACED Z671/4 DESIGN STRENGTH • -V 7 l'>!/f• --2 ,Pit'', A C'iD /\1C. CG2•4r /7— "1/ al INSPECTOR: COPIES TO: /c� ? • CASCADE TESTING LABORATORY. INC. TESTING 8: INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E. 12614 PLACE KIRKLAND, WASHINGTON 90034 12061623.9600 EVERETT ��li� irk r';l,(I1_1; \.712061.269.06' 7 nCr 23 19871 ! \ TO • I D/e _ 7.7tV oc-5I _ C� i ri All"l A /5co / " -''A N _, :PT. ���i �Zc— Grfk • �lD / ATTN• THE FOLLOWING WAS NOTED:Se-r'Z. FIELD TEST DATA SEE FIELD REPORT No. .9e..)6, / 29802 No DATE 9 -25 -$7 CERT. NO. ;171= -49 SLUMP PROJECT 6G"0elTn 'lj/Te -/ /VI 1)67- OM Pi97ko<,1e^/ UNIT WEIGHT LOCATION //) 0 s �. 7 7e ..cle-G CEMENT FACTOR BLDG. PERMIT NO. 4 OWNER AIR --WEETTATHE /�i/' /R Z (9L/i?)d TEMP AT AT AM- PM ENGINEER �FiVt,4N 147- 1lG�?s , /? c7 ARCHITECT l T41L Z / ..Ce9/ - y �1 6 4r 7Tl C-/� j 5/u T /I> CONTRACTOR 1 07, C . 9y.Zr / /2) .457/ .4.- 2_3 TRUCK SAMPLED "•.3Z s TRUCK TICKET No. / /<<,'O te 7 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR I/15- �'� 7 C.A. /? c7 4,,e, 7/ r 6 4r 21/ .4.- 2_3 TOTAL i/ '25111500 3090 c.4o6 V /o -2.3 Zb I, `3ro,b00 3040 7 COMPRESSIVE STRENGTH "./I N( BATCH DATA FOR 1 CU. YARD 4/5/ DESIGN WEIGHTS "/. MOIST ADJUSTED WEIGHTS n.Y/PS0. CEMENT /D5 ,5,65 STRENGTH P51 SET No. FA. /340 /0 - z- 7 C.A. /? c7 5Q)5 00 '0OC10 WATER 21/ .4.- 2_3 TOTAL i/ '25111500 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH P51 SET No. 63 98 q-Z5 /0 - z- 7 /vX /z 5Q)5 00 '0OC10 c3 55 .4.- 2_3 ZA i/ '25111500 3090 c.4o6 V /o -2.3 Zb I, `3ro,b00 3040 7 PRODUCERS: CONCRETE Y AEA. S. 7-6' CEMENT 1 ' -JP' //. ADMIX. 04 R'4 5' / ) c✓6AC12 PLACEMENT AREA & NOTES /Z... /NC./ .1 i ,D " Z./Air-3 4;' CU. YARDS PLACED Z7 DESIGN STRENGTH COPIES TO : "-VA) - CA)-1L- " C - 12.11 /, ' ib IC -s INSPECTOR: 0`4 G SIGNED( El" CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEQL.OI ISTS - - --- - -- -P AGE (aQ L 7 jt,fii 12919 N.E. 1297,+ EVERETT �nC X01987, V � A/49/?1.-A.572.-EOM (iI,JF TuIs•A,LA TO' ,^ t1 G ;,1fli /5"' 9g/e47/ 917 ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD ' ge p c, REPORT No 29801 No DATE 9 -z5- '7 CERT. NO. 437c9 - 49 SLUMP PR J CT 9(./7 -fc� V7 -EA' 'O EDST /FO' ,-X N UNIT WEIGHT LOCATION /oa rs/? ,'!z- CEMENT FACTOR BLDG. PERMIT NO. OWNER AIR WEATHER 7,34/R-27. eLOc// >/ TEMP. AT AT AM PM ENGINEER ',DFFNA'A./ ///= � -A/G i2 s . K /96)0 ARCHITECT / 2/A/ 7,177/77-7e5N /? 70 r C TRACTOR / -7 £/ Vz - - Y , Z/I TRUCK SAMPLED.FJ.3- TRUCK TICKET No./ /5O,5 TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR ('45 4' 7 C.A. /96)0 464i- . 70 r COZr Z/I io -2? TOTAL f. 9%)soo 31-0 / ( 397 j7 X 0-23 a (IS 00 34 SO / COMPRESSIVE STRENGTH p7, ( BATCH DATA FOR 1 CU. YARD 445/ DESIGN WEIGHTS % MOIST I ADJUSTED WEIGHTS id. / CEMENT /a5 ,�A5 STRENGTH PSI SET N0. FA. (36° iQ - Z 7 C.A. /96)0 rl $ i0 00 a`1 GO WATER Z/I io -2? TOTAL f. 9%)soo CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET N0. 63 95' q -z5 iQ - Z 7 z�Y(& rl $ i0 00 a`1 GO / 6394 io -2? Z 1 f. 9%)soo 31-0 / ( 397 j7 X 0-23 a (IS 00 34 SO / PRODUCERS; CONCRETE AEA &.75 PLACEMENT AREA & NOTES CEMENT I. 7C 1/r ADMIX. iii/l?sof 4/4 l6-75 •CACl2 d1 CU. YARDS PLACED DESIGN STRENGTH `9(:)(9e.7 vuA1 ITGrtr3GE79// Ud. 4.0,9c3,•nt Cr WC. K ■C1104GG5 Q aiti L7 /3 c arzei /.rCC' /..velatZt /3- /3ta /.3"*- / / 7'14.2A//22C e-Nio " M% SIGNED: COPIESTO:14S ""e°U1L' -LP -Qa i" 7 (U•5 INSPECTOR: CASCADE TESTIN TESTING & INSPECTIOI+ 12919 N.E. 126r.. PLACE KIRKLAND, WASHINGTON EVERETT RAT.IIFt�.- SiL G J I TS 12OSre23 9�OO 0CT2 °1 7 " CITY OF TUKWILA PLANt'J',NG D'cPT. TO: %0IC . -577Z' /4/f /6c7/ • ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD 0-51✓CP) REPORT No. 29800 No DATE g-?-744. 0 7 CERT. NO. * -- ¢5' PROJ ECT � ‘lT- �re67-71/T _ /e E)'2?11/5/ &/t/ 7rMA'_ 77.-- //? r'? LOCATION ■L7 iyi2=% > /%/�tte-- //C��ll/Cr BLDG. PER fv)I� O� // LL,I' / OWNER WEATHE OU6. 2ZC %- TEMP. AT AM AT PM ENGINEER ��/ ,A'!i°;A f ' % _ it /l/?'s ARCHITE CT CONTRACTOR n 2 --�-- 73 , / % a3ti TRUCK SAMPLED , - TRUCK TICKET No. /RI-g,j 63 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR Z:.0.0 •, / !/ z /9g0 4sle.7e) 0 ! r p. �.5,- Z r / f /v - .zZ TOTAL 99,soo 3sao 62- 34. ,/ /o —zi. U 6 ALk)S00 3340 COMPRESSIVE STRENGTH 7 BATCH DATA FOR 1 CU. YARD P'.4 �%rl / WEIGHTS % MOIST ADJUSTED WEIGHTS re-Y 'roe CEMENT /Oj & g5 STRENGTH PSI . FA. /goo / V- I C.A. /9g0 7/O G I 2 S I O WATER Z r / f /v - .zZ TOTAL 99,soo CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET No. 6 2.3 y Q' Zel- / V- I 62 ).e/ a 7/O G I 2 S I O 62.36 f /v - .zZ 7 g 99,soo 3sao 62- 34. ,/ /o —zi. U 6 ALk)S00 3340 PRODUCERS: AEA , 0� PLACEMENT AREA & NOTES CONCRETE t� � /[al' f/`r%�7 s.r ADMIX Zrq CEMENT ��` -� CU. YARDS PLACED Z3 AC12 DESIGN STRENGTH 300 C1 /A/G-_ // f I.-C. I L., hA/= INSPECTOR: COPIESTO: N 51 -GAJTL `Y' /J. :.4 SIGNED CITY OF TUKWILA .. Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be don Site Address Building Use Property Owner Address Contractor Address BUILDING PERMIT PERMIT # Control # 87 -003 (513) done Acdition /ti, thou, -1 100 Soulhcon.t ;_r ?i :1.1.L Suite # Tenant 310,,J)STi.01iS R.t•rtil Assessors .account # V /ii.V .1-- ','2j -03 • Jtcobs, Vitc?ri1 ntd JCob> t;o. Joint 3i�nttr. Phone # t =1b) 31 1 4n ' '54:2.5 C.rntr t:id),ta Road Clriv.:iarid, U!1 Zip 4 +145-- 41._._ E. Bnvie 223...01 -a0•- RE -- 8375;x:7 Phone # 621-8884 One Union Square Suite 1601 j .:tti:ii•, WA Zip `.)ulUl FOR BUILDING PERMIT ONLY A0) :roved for Tr•c <:un ee Sq. Ft. 1St -• Office �� °enouse Retail Other Occ. Load 751 12,438 36,616 1,-220 1i - -2 1.28` 2nd Fl. `31-"d 3.3422 88430 32,409 1,164 l3 -•2 721 Fl. 5504 1,403 23,411 6,4212/A2 98; 4th V). 7,751 1,179 t3-2 31 Total 10,067 31,722 )7,436 9, 98/t's2 A: 3, U2t Fire Protection: ® Sprinklers ❑ Detectors Zoning - i Type of'ConstructionT( )�' "' Special Conditions T1ti i�t:: i1:tt L : i'o;,ur_d 1),,r / Fees sq. ft. @ 1st F1. sq. ft. @ 2nd F1. sq. ft. @ other sq. ft. @ other Total Valuation of Construction Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other /i1) I:LN' Other Receipt #( ' Receipt # Receipt # Receipt # Receipt #5983* Receipt # $ $ $1.4,437,660 $ 6,737 $ 3.50 $ 3, _3 `1u :t-T•t r.Cur.ti. �....,,�'i,;.•.r TOTAL,F � , . t:* (1 , ' 1 $ 1 't�.t(. � 'iY:`t O .i.tr�'t ?:'.. 14,419.50 )t. n <;CI£:ci: i:'a? UI: qt.),U /J. JO) the c c,iula.tion n nndagreetnents i.lt. Ltte. ati:"nched -Sa touibei:r 15, 1987 letter i:rom 1,<te)renco Joh,.ttion. •or- i'loru: ;trom. sta- �.t:rt4,i: and all r:locumwitts an uttaeMlwais re1'o.rreu to n Llu!t _ettc t:. FUR SIGN PERMIT ONLY [[ Permanent ❑ Temporary El Single Face ❑ Double Face ❑ Wall Mounted ❑ Free Standing ❑ Other Building face Setbacks: Front Side Square Footage of each sign face Special Conditions Side Rear Total square footage of sign THIS PERMIT BECUMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK 1S SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING Or A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISION OF ANY OTHER STATE OR LOCAL LAW REGULATING CONST UCTION OR THE PERFORMANCE OF CONSTRUCTION. Signed ` L4,1_1 f i I •7F J'"1 "=y Date G l7 L' CENSED CONTRACTORS DECLARATION 1 hereby affirm that I am licensed under provisions //)?/ `: Business and Pro essions Code, and my license is in full force and effect. Contractor (signature) \ /; J /y! /2),4,/ C_� r•?i' ��' ':f 7. Oate 1J / 2 OWNER -BU ER DECLARATION ( ) 1, as owner of the prcperty, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date Co -89-a 1-40/1-0)1 4 ,i Dv (,/riA(pt i coo CITY OF TUKWILA Building Division 6200 Tukwila,,tWashinotonul98188 (206) 433 -1849 Type of Inspection, Site Address / D O C h1 - 'Vo' // Requestor Special Instructions INSPECTION RECORD PERMIT # 7 9g? Date 5,i 1 1 (Yid / Date Wanted 5 /c2A. a.m. p. Project 4SU•01 -7 Phone # Inspection Results /Comments: Inspector Al4e/ Date r, CITY OF TU1WILA Central Permit System Control No. F7-603. Permit No. 4IQQc/ FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works ❑ Fire Dept. ❑ Police ❑ Parks /Recreation Project Name Address 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: i >e /., ! •:t • f ;•1 i 2 s 9i. r,i i f Authorized Signature Date This project is approved by this department: Authorized Signature Date CPS Form ,g CITY OF TUK ;z ILA Central Permit System Control No. Permit No. FINAL APPROVAL FORM TO: ❑'Building ❑ Planning ❑ Public Works ❑ Police ❑ Fire Dept. ❑ Parks /Recreation 1 Project Name Address 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: � � i) f ,6: r ' '','(i.4' s•' . ,-1 i. girl. 4 • / ✓,., - '- ice,., / /4"4 Li.. / . .., ..! ,r', , t� %I • • �.trfl ? S" r 1• �' r, (/ 3.•,, i // Authorized Signature Date This project is approved by this department: Authorized Signature '/- Date CPS Form 3 • CITY OF TUIWILA Central Permit System r C Control No. Permit No. FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works J i Fire Dept. ❑ Police ❑ Parks /Recreation Project Name /20 Address /06' 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: /, J • 't? j �,` `... ,� r•- , f i /,'y ��t..- .� "' a�;. �a.'"1..�t ✓. �� /mot /��'., /• �. f• .•,F. �' s .i (..) •� _ ~� 1 • i.. <r,, . - �,... ! , Authorized Signature Date This project is approved by this department: JS Authorized Signature Date CPS Form 3 CITY OF TUKWILA Central Permit System Control No. Permit No. FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works ❑ Police El Fire Dept. ❑ Parks/ Recreation Projec,t Name Address Type of Permit(s) 7 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. 1 This project is NOT approved by this department; the following corrections are necessary: r (4' J° l . . ' r "' 1ry'.. . .. , 1 S' jS.✓ • J ( ) 1 ( / ( )1 ( /( / Authorized Signature Date J This project is approved by this department: Authorized Signature Date CPS Form 3 / • ^. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Hubert H. Crawley, Fire Chief Gary L. VanDusen, Mayor Fire Department Review • .Control #87 -003 June 24, 1987 Re: Nordstrom - 100 Southcenter Mall, Tukwila, Wa. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. • The total number. of fire extinguishers required for your establishment is calculated at one extinguisher for .'each 3000 sq. ft. of area. The extinguisher(s) should be of -the.. "All Purpose" (2A, 10 B:C) dry chemical type. 'Travel distance to any fire extinguisher must be 75' or :less. (NFPA 10, • 3 -1.1 and UFC 10.301b) Extinguishers shall, be. installed on the hangers or in the .brackets supplied, mounted in cabinets,, or set on shelves (NFPA 10,:1 -6.6), and shall be installed so. that .the top of the extinguisher is not more than 5 •ft. above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a.sign stating, "Fire Extinguisher ", with • an arrow pointing to the unit.. (NFPA 10, 1 -6.3) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFG 12.104b) Exits shall be illuminated at any time. the buiida.ng is occupied. Air emergency system shall automatically . provide exit illumination upon failure of the main s City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Hubert H. Crawley, Fire Chief Gary L. VanDusen, Mayor Page number 2 Power supply. (UFC 12.113a) .3. Any room having an occupant load of more than 50 where fixed seats are not installed, and which is used for classroom, assembly or similar purpose, shall have the capacity of the room posted in u conspicuous place on an approved sign near the main exit from the room. (UFC 25.114a) Panic hardware is required on all assembly area exit doors (UFC 25.106) 4. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) 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 Tukwila Fire Department.. No sprinkler work shall commence without approved drawings. (City Ordinance #1141 & NFPA 13, 1 -9.1) 5. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) All electrical wiring is to be•inspect.ed by the State Electrical Inspector, Washington State Department of Labor & Industries. 6. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) 7. Fire lane designation required per City Ordinance #1398 and Uniform Fire Code Section 10.207,as amended. 8. Al.l 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 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Hubert H. Crawley, Fire Chief Page` number 3 Gary L. VanDusen, Mayor improperly installed. (UFC 10.401) 9. 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) Yours truly, Tukwila Fire Prevention Bureau T.F.D.. File slj Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 June 24, 1987 Mr. Duane Griffin City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 86 -T -20 (Nordstrom) Dear Mr. Griffin, JUN 25 1987 CITY OF Y'Ji=,vti,LA PLANNING DEPT. We have received additional information for the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. The following comments have been discussed with Rich Mitchell of the Callison Partnership. Ordinance 1. Per comment 1 of our May 21st letter, show floor construction where 2 hour enclosure must be obtained. Call out materials and their dimensions. SKA -118 shows only one condition. Regulations for Barrier Free Facilities 1. Room 119 has inadequate dimensions at the vestibule for handicapped access. 2. Room 211 does not appear to have 18" clear on the strike side of the door. Please correct. Washington Energy Code 1. Our comments have been answered satisfactorily. Please call if you have any questions. Sincerely, MABAN & DESALVO Bridge Smith cc: Rich Mitchell The Callison Partnership Mahan &DeSaiva CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 May 21, 1987 31M Mr. Duane Griffin City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87-T-20 (Nordstrom) Dear Mr. Griffin, We have received additional information for the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Our comments follow: Ordinance 1. Show floor construction where 2 hour shaft enclosure must be obtained. Call out materials and their dimensions. 2. Provide information to show that the passenger and freight elevators provide the required 2 hour shaft with 1 1/2 hour openings. The requirement for the opening is for the total assembly. Regulations for Barrier Free Facilities 1. Show 18" at strike side of doors for barrier free access. Several doors do not appear to comply. 2. 4' is inadequate clearance at door 208A. 3. Provide clearance dimension under lavatory. Washington Energy Code 1. Provide OTTV (overall thermal transfer value) calculations. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget Smith cc: The Callison Partnership Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 May 1, 1987 L3M1 Mr. Duane Griffin City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -20 (Nordstrom) Dear Mr. Griffin, We have received additional information for the proposed project and have . reviewed it for compliance with Chapters 23 through 29 of the 1985 Edition of the Uniform Building Code. All our comments have been answered satisfactorily Please call if you have any questions. MAHAN & DESALVO James D. DeSalvo cc: The Callison Partnership 1423 Third Avenue Seattle, Washington 98101 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor IL: (11; [1'; 11 ;r7 1; 1 MAY 2, 1987 C i 01- r -Jr.vVILA PLA4,.'r' ! !G DEPT. APRIL 29, 1987 MR. THOMAS W. HENNYBERRY MR. PAUL GRODECKI CENTER RIDGE DESIGN SERVICES, INC. 25425 CENTER RIDGE RD. CLEVELAND, OH 44145 DEAR SIRS: THE PUBLIC WORKS DEPARTMENT HAS REVIEWED AND APPROVES THE ATTACHED DRAWINGS PER THE FOLLOWING COMMENTS AND CONDITIONS: PRIOR TO OBTAINING ANY UTILITY PERMITS THE PLANNING DIRECTOR AND BUILDING OFFICIAL SHALL AUTHORIZE RELEASE OF THESE PERMITS THROUGH THE PERMIT COORDINATOR, BECKY KENT (206- 433 - 1851). THE FOLLOWING PERMITS ARE REQUIRED TO BE APPLIED FOR AND OBTAINED 24 HOURS BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES PER THE SUBJECT SITE: 1. SANITARY SEWER MAIN RELOCATION (PRIVATE) - PERMIT FEE: $25.00. 2. SANITARY SEWER MAIN RELOCATION (PUBLIC) - PERMIT FEE.: $25.00. 3. WATER MAIN RELOCATION (PRIVATE) - PERMIT FEE: $25.00. 4. WATER MAIN RELOCATION (PUBLIC) - PERMIT FEE: $25.00. 5. SANITARY SIDE SEWER RECONSTRUCTION - PERMIT FEE: $20.00. 6. FIRE LOOP /HYDRANT (FROM PUBLIC MAIN TO SPRINKLER VAULT ONLY) PERMIT FEE: $25.00. MR. THOMAS W. HENNYBERRY MR. PAUL GRODECKI APRIL 29, 1987 PAGE 2 THE ADEQUACY OF THE FIRE SYSTEM FROM AND INCLUDING THE SPRINKLER VAULT INTO THE BUILDING SHALL BE DETERMINED THROUGH THE TUKWILA FIRE MARSHAL. PUBLIC WORKS REVIEW AND APPROVAL IS FOR THE CONNECTION FROM THE PUBLIC MAIN TO, BUT NOT INCLUDING, THE SPRINKLER VAULT. 7. WATER METER RELOCATION PERMIT - PERMIT FEE DEPOSIT: $4,200.00. THE WATER METER DEPOSIT FOR RELOCATION OF THIS WATER METER IS $4,200.00. THIS DEPOSIT IS FOR ACTUAL WORK, TIME AND MATERIAL FOR THE PUBLIC WORKS WATER DIVISION CREWS TO CARRY OUT THE RELOCATION OF THIS 4" WATER METER AND SERVICE. AT THE COMPLETION OF THEIR WORK, ADDITIONAL BILLING OR REIM- BURSEMENT OF ACTUAL FUNDING OF THE DEPOSIT FEE WILL OCCUR. 8. PUBLIC STORM DRAIN MAIN RELOCATION - PERMIT FEE: $25.00. 9. PRIVATE SIDE DRAIN STORM DRAINAGE PERMIT - PERMIT FEE: $25.00. 10. RECHANNELIZATION /RESTRIPING IN PUBLIC ROADWAYS /\AN AGREEMENT BETWEEN THE CITY ENGINEER AND THE DEVELOPER SHALL BE ENTERED INTO REGARDING PAYMENT FOR NECESSARY CHANNELIZATION IN:PUBLIC ROADWAYS. SURROUNDING.THE DEVELOPMENT., AS.REQUIRED.. BY TUKWILA :PUBLIC WORKS. -THIS .WORK.: WELL BE' CARRIED .OUT` BY THE CITY: THIS AGREEMENT SHALL BE COMPLETED AND MONIES PROVIDED BY-THE DEVELOPER PRIOR TO OBTAINING OCCUPANCY. 11. NEW WATER MAIN IN BAKER BLVD. - PERMIT FEE: $25.00. FOR THOSE PUBLIC SEWER, STORM DRAINAGE AND WATER MAIN FACILITIES PROVIDED BY THIS DEVELOPMENT, EITHER BY RELOCATION OR CONSTRUCTION OF NEW MAINS, THE FOLLOWING INFORMATION SHALL BE PROVIDED TO PHILLIP R. FRASER, SENIOR ENGINEER, PUBLIC WORKS DEPARTMENT, 6200 SOUTHCENTER BLVD., TUKWILA, WA 98188 UPON SIGNOFF OF THE ASSOCIATED PERMITS FOR THESE COMPLETED ELEMENTS OF CONSTRUCTION: 1. AS -BUILT PLAN. 2. REVISED EASEMENT FOR SOUTHCENTER, REFLECTING THESE RELOCA- TIONS, INCLUDING REVISED EXHIBIT C -1 RECORDED AT KING COUNTY. 3. A REQUEST FOR TURNOVER. 4. A BILL OF SALE 5. A LIST OF MATERIALS, FOR BOTH ABANDONED AND NEW FACILITIES. MR. THOMAS W. HENNYBERRY MR. PAUL GRODECKI APRIL 29, 1987 PAGE 3 6. SIGNED -OFF PERMITS. ONLY THE MAYOR AND /OR CITY COUNCIL HAS THE AUTHORITY TO FINALLY ACCEPT THESE FACILITIES AS PUBLIC. THEREFORE, UPON RECEIPT, THIS INFORMATION WILL BE TRANSMITTED TO THE MAYOR AND /OR THE CITY COUNCIL FOR FINAL REVIEW AND CONSIDERATION FOR ACCEPTANCE. IF YOU HAVE ANY QUESTIONS REGARDING THIS MATTER, DO NOT HESITATE TO CALL ME AT 433- -1856. PHIL FRASER SENIOR ENGINEER /CD ENCLOSURE 1 XC: RICK BEELER PAT BRODIN MOIRA BRADSHAW DOUG GIBBS TED FREEMIRE /DAVE GRAGE DUANE GRIFFIN BECKY KENT BRAD WILLIAMS P.S. REQUESTED IS FOUR SETS OF SITE PLANS BE TRANSMITTED TO OUR OFFICE WITHIN THE NEXT FIVE WORKING DAYS WHICH ARE CURRENT SO THAT PUBLIC WORK MAY PROVIDE NECESSARY DISTRIBUTIONS. P.S.S. ALL NECESSARY RIGHTS OF WAYS TO CONSTRUCT THESE UTILITIES SHALL BE OBTAINED AND DOCUMENTATION PRESENTED TO THE TUKWILA BUILDING OFFICIAL PRIOR TO APPLICATION FOR SAID PERMITS. Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg, Seattle, Washington 98101 (206) 624-8150 April 29, 1987 Mr. Duane Griffin City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -20 (Nordstrom) Dear Mr. Griffin, We have received additional information for the proposed project and have reviewed it for compliance with Chapters 23 through 29 of the 1985 Edition of the Uniform Building Code. Please have the applicant respond to the following comments in itemized form and resubmit any necessary drawings and /or calculations. 1. Add to structural notes that chemset anchors and their holes shall be installed per manufacturers recommendations. Also call for special inspection in accordance with Section 306(a)12 of the UBC, by an inspector knowledgeable with installation procedure for Ramset Chemset concrete anchors. 2. Calculation Sheet C3 submitted on April 24 incorrectly used a width b of 30" instead of 18 ". Therefore, plate called up in Section K on Sheet S4.5 is overstressed. 3. Section L on Sheet S4.5; 1/2" plate is overstressed in bending due to eccentricity of connection. Provide calculations showing adequacy of WT to take bending and W12 to take torsional forces due to eccentricity of connection. 4. Refer to Section P on Sheet S4.4 and other locations where metal studs parapet bracing is used. As currently designed and detailed diagonal studs are affective only at 32" o.c. Considering the force per foot shown on calculations sheet (parapet 2) the welds of the diagonals and the vertical studs to the bottom track will be overstressed. 5. For uplifting forces, the bottom track of parapet stud bracing is overstressed in bending. Clearly specify anchor bolt and weld locations, to support below, in relation to vertical studs or provide calculations which show that bolt and weld locations may be spaced at random maximum 16" o.c. Duane Griffin City of Tukwila. Re: 87 -T -20 Page Two .Provide calculations of connection between masonry relieving angle and steel studs. Weld is overstressed due to eccentricity of brick. Calculations previously submitted do not address this concern. Please call if you have any questions. Sincerely, MAHAN & DESALVO . ames D. DeSalvo cc: The Callison Partnership 1423. Third Avenue Seattle, Washington 98101 ahan &DeSalvo Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 April 15, 1987 =1 Mr. Duane Griffin City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -20 (Nordstrom) Dear Mr. Griffin, APR 17 1987 CITY O 7 UKWILA P ANN!N G-- DEPT. We have received additional information for the proposed project and have reviewed it for compliance with Chapters 23 through 29 of the 1985 Edition of the Uniform Building Code. Please have the applicant respond to the following comments in itemized form and resubmit any necessary drawings and /or calculations. 1. Provide calculations for the design of footings on Grids E /10 & 11, Section G on Sheet S2.2. Specify column load, soil bearing pressure used, method of transferring shear across vertical construction joint, and required embedment of #9 bar for both tension and shear friction requirements. 2. Section L on Drawing S2.2, provide calculations showing load which under pinning wall transfers to new slab below. Include load from loss of bearing associated with disturbing soil west of cut for new pit slab. Specify reinforcing in underpinning wall. Eccentricity of load on pit slab overstresses soil at edge of slab. 3. Note on structural drawings that the shoe stock mezzanine's will be by others. Also note that drawings and calculations stamped by a licensed engineer in the state of Washington must be submitted to the engineer and the City of Tukwila. In order for the mezzanines not to be laterally loaded by the building or vice versa it is necessary to note on the drawings that an expansion joint of appropriate size is required around all building columns and walls. 4. Section P on Sheet S4.4, the TS6x6x1 /4" horizontal, added to bottom of brace, is overstressed in bi -axial bending. Existing columns are overstressed in bending due to horizontal load from the TS6x6. April 15, 1987 Mr. Duane Griffin City of Tukwila Re: 87 -T -20 Page Two 5. Detail 1 on Sheet S4.5, WT braces are in tension with 54.2 kips in each member per calculation Sheet Lat -32. This force results in shear and tension on the connection and concrete anchors. Show adequacy of connection to transfer tension force to bolts and capacity of bolts to simultaneously support shear and tension forces. 6. Detail 3 and 4 on Sheet S4.5; beams are overstressed in weak axis bending due to 1' -0" eccentricity of the diagonal connection. Other diagonal connections not detailed should also be checked, comment on their adequacy. 7. Section T on Sheet S4.5, specify number and size of bolts and plate thickness. 8. Section U on Sheet S4.4, 1/2" plate is overstressed in combined bending and tension loading, due to eccentricity of bolt group. Similar comment for Section T on Sheet S4.5 9. For high parapet steel stud bracing, specify loads which critical diagonals must resist and transfer to vertical studs. Detail connections on drawings showing welds, including welding of vertical stud to track, and diagonals to verticals. 10. For uplifting forces, the bottom track of parapet stud bracing is overstressed in bending. Specify anchor bolt and weld locations, to support below, in relation to vertical stud location. 11. The horizontal force of 880 plf shown on calculation sheet parapet 2 occurs 1' -4" above the roof level. Provide calculations developing these forces for conditions shown on Section Q, R and S on Drawings S4.4. Include torsional affects on supporting beams. 12. Revise gravity and lateral calculations to be compatible with additional roof loads associated with the new roof systems submitted by the architect. The new roof systems are as noted in letter dated March 19, 1987, to City of Tukwila, from Jamie Vanek of The Callison Partnership. 13. On Sheet Lat -11, explain why 60psf instead of 90psf was used for floor weight on upper 3rd floor. 14. On Sheet Lat -11, why was a wall tributary factor of .5 instead of 1.0 used for parapet wall loads. Mahan &DeSalvo April 15, 1987 City of Tukwila Re: Plan 87 -T -20 Page three 15. To help evaluate the accuracy of the spread sheet shown on Lat -13, give the specific location in the building of the following input lines: for the upper roof and upper 3rd floor; west wall, 14' wide by 30.5' high, and both 126' wide by 14' high walls. 16. Calculations indicate that brick relieving angles are at floors and mid height between floors. Where is this called out on drawings? 17. Provide calculations of connection between masonry relieving angle and steel studs. We believe there may be a problem with the stud distorting locally at the welded connections. 18. Section A on Drawing S4.5, submit revised detail of composite beam, as discussed with Tom Fayhe on April 14th. Please call if you have any questions. Sincerely, MAHAN & DESALVO 4 James D. DeSalvo cc: The Callison Partnership 1423 Third Avenue Seattle, Washington 98101.. Mahan &DeSalvo • • C City of Tukwila Fire Department Gary VanDusen Mayor Hubert H. Crawley Fire Chief Fire Department Review Control Number 87 -003 April 1, 1987 Fiad Ca,ourf-- Re: Nordstrom Expansion - 100 Southcenter Mall, Tukwila, Wa. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1 and UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on . shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) 2. Maintain fire extinguisher coverage throughout. (During construction) 3. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) 4. 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 s rrounding area and shall have letters not City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 City of Tukwila Fire Department Page number 2 Gary VanDusen Mayor Hubert H. Crawley Fire Chief less than six inches high with a minimum letter width of 3/4 ". (UFC 12.114a & 12.114b) 5. Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.113a) (Throughout) 6. A permit is required for maintaining a place of assembly. An application is enclosed. (UFC 25.101) (Restaurant & Employee Lounge) Any room having an occupant load of more than 50 where fixed seats are not installed, and which is used for classroom, assembly or similar purpose, shall have the capacity of the room posted in a conspicuous place on an approved sign near the main exit from the room. (UFC 25.114a) (Restaurant = 243, Employee Lounge = 94) Panic hardware is required on all assembly area exit doors (UFC 25.106) 7. Commercial -type food heat- processing equipment from which grease -laden vapors emanate in normal cooking application shall be protected by an approved automatic extinguishing system. The extinguishing system shall be interconnected to the fuel and current supply so that the fuel or current is automatically shut off to all equipment under the hood when the system is actuated. (Restaurant) A 40 BC rated dry chemical fire extinguisher is required to be installed near the food processing equipment. (UFC 10.314) 8. Hose stations are required. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1141) 9. Fire hydrants are required as detailed in City Ordinance #729. This office is to be contacted to witness flushing of underground piping and 200 psi pressure tests on all sprinkler system piping. (NFPA 13, 1 -10.2) 10. Protective guard posts or curbs are required around City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 City of Tukwila Gary VanDusen Mayor Fire Department Page number 3 Hubert H. Crawley Fire Chief all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #729) 11. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (Including return air grilles & equipment motors above ceiling) 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 Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141 & NFPA 13, 1 -9.1) 12. Local UL Central Station supervision is required. (City Ordinance #1327) 13. Provide Class III standpipes to meet the requirements of Uniform Fire Code Section 10.311(e) and U.B.C. standard number 38 -2. 14. Fire lane designation required per City Ordinance #1398 and Uniform Fire Code Section 10.207 as amended. (Including turning radius at northeast corner between Nordstrom and the Bon Marche) 15. Elevator hoistways and elevator equipment rooms shall conform to the attached requirements. 16. Fire Department review and approval required on any fire alarm or detection system. 17. Roll -up doors at exterior entrances and smoke control /Fire. Door at security room must be U.L. listed. System to be functionally tested prior to occupancy. 18. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. 19. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 City of Tukwila Fire Department Page number 4 Gary VanDusen Mayor Hubert H. Crawley Fire Chief the street. Numbers shall contrast with their background. (UFC 10.208) 20. All hydrants and all surface access roads shall be installed and made serviceable prior to and during the time of construction (UFC 10.301) 21. 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) 22. 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 improperly installed. (UFC 10.401) 23. Contractor to provide heat collectors around sprinkler heads where the ceiling has been removed. 24. Exits must be clear and unobstructed at all times. Temporary exit corridors shall be sprinklered and rated. 25. In areas that sprinkler heads have been temporarily shut off, wa119i .iof non - combustible material must enclose that area and extend to the underside of the structure above. Yours truly, The Tukwila Fire Prevention Bureau co: T.F.D. File nod City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 :ity of Tukwila Fire Department Hubert H. Crawley Fire Chief OFFICE MEMO The following shall be provided for all buildings requiring automatic sprinklers in the holstway and elevator equipment room. . A 24 VDC solenoid valve (fail in open position) on branch lines at each head level in holstway and at the mechanical room with time delay at control panel sufficient for Phase i recall. • Time for recall based on specific building with most distant travel and a safety factor of 15 seconds. 3. At the end of time delay, solenoid valve opens and allows water to flow to sprinkler head and shunt trip is activated. 4. Solenoid valve requires inspector's test and ball drip. Automatic detection at top of hofstway and mechanical room. (of Starts Phase 1 recall in timer at control panel. (b) Manual remote reset In fire control room to recline solenoid and reconnect power. Battery back -up for solenoid. . . Annunciation of solenoid at control panel. Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 676.4404 , • Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 March 13, 1987 pie Mr. Duane Griffin City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Re: Plan Review 86 -T -20 (Nordstrom) MAR 16 1987 CITE, t PLANNING 9EPT:,,,,,,,„,,, Dear Mr. Griffin, We have received plans and calculations for the proposed project and have reviewed them for compliance with Chapters 23 through 33 of the 1985 Edition of the Uniform Building Code. Please have the applicant respond to the following comments in itemized letter form and resubmit any necessary calculations and /or drawings. Due to the nature of the comments, additional comments may arise at the time of resubmital. A. Moment frames N -S at high roof 1. On calculation sheet L 34, explain why beam moment on member 9 at joint 10 does not match column moment of member 10 at joint 10. 2. Drawing S2.7, W18x35 on Grid 12, between Grid B & C requires a moment connection both ends. B. Roof & Upper Level Floor 1. The flexible and rigid diaphragm are tied together. They cannot be analyzed independently unless expansion joints between them are provided. Forces from flexible diaphragms must be transferred by drag struts to the rigid diaphragms. Analyze the entire roof as a whole for lateral forces and provide adequate ties to assure this action. 2. Provide wall relative rigidity calculations to determine forces assigned to shear walls and braced frames. Detail chord connection between new and existing structure at Grid E on east and west sides of building. 3. Provide calculations showing adequacy of existing beam and column to support new equipment loads on roof. Provide equipment loads on drawings. 4. Include concentrated loads from upper roof braces & moment frames, as well as parapet loads, on low roof and upper third floor diaphragm. 5. Provide calculations for connections of horizontal brace between Grids E & F and 10 & 13. Brace transfers horizontal force to Grid E; what happens to force from there? 6. Provide calculations indicating seismic shear force in existing and new metal roof deck. 7. Section P /S2.6, what is function of angle brace to wall? Specify forces the brace connection must develop. ( ?) Reinforce CMU wall at connection for specified forces. 8. Section P /S2.6, roof deck has been removed. Show provisions for transferring roof diaphragm shear to exterior wall. 9. Sheet S2.6, on Grid E.3 between Grids 11 & 13, provide sizes of TS in composite sections. Call out shear studs on W12x16.5 between Grids 12 & 13. Provide calculations for horizontal shear between W beam and TS and show an adequate weld. Refer to Section L /S4.5. 10. Beam at Grid B, between 8 & 9 doesn't match the calculations, please correct. C. Parapet 1. Calculation Sheet Lat 13 shows parapet forces. Please explain input data. Which parapets are covered in each line? 2. Provide calculations of steel studs, and their connections at the parapet bracing. Provide stud manufactures tables showing section properties and allowable loads. Detail connections on drawings showing welds and stud alignment. 3. Concrete curbs and tubular section, supporting back of parapet truss frame, must be designed for horizontal forces from the stud truss, as well as uplift forces shown in calculation. 4. Section C /S2.6 and other similar details -top course of cmu, at new and exiting walls, is not capable of resisting uplift forces without being tied to wall below. Mahan &DeSalvo • 5. Deflection of 1.28" for tube section calculated on sheet (parapet 1) is excessive for brick veneer. An outward deflection at the top of the parapet h /500 would be acceptable. Calculated deflection would produce an outward movement of about 3 1/2" at the top of the parapet. 6. Show capacity of existing and new metal deck to support snow drift loads adjacent to parapets and higher roofs. Specify on drawings minimum number of continuous spans for metal deck. D. Shear wall rigidities 1. CMU walls were broken up into short segments at each grid line, when in fact, they act as one long wall. For example, refer to Grid 5 between Grid H & M and Grid 13 between E & M. Relative rigidity calculations should be based on actual wall configuration. 2. Where openings occur in walls, each side of openings where treated as being isolated. Walls each side of opening act as one long wall connected above and /or below openings. 3. Rigidities were based on cantilever deflection of shear walls. For walls below top level and walls confined by concrete frames, rigidities should be based on fixed -end shear wall deflections. Revise shear wall calculation per above comments. E. Shoe Stock Mezzanine 1. Include seismic loads from stock mezzanines in building seismic calculations or detail expansion joints between the mezzanines and the building walls and columns. 2. If shoe stock mezzanine is vertically and /or seismically separate from the building structure, submit stamped calculations and details of this construction showing its structural stability. 3. Provide gravity load calculations and connection details for vertical and horizontal members of shoe stock mezzanines. F. Brick Veneer 1. Provide notes for anchoring of brick veneer to different backing materials. Also reference Section 3006 of the UBC in notes. Mahan &DeSalvo 2. On details 2/S5.1 and X/55.1, note maximum vertical spacing for relieving angles per UBC 3006. Provide calculations showing adequacy of steel studs to support masonry. 3. On Section F & G/S2.4 and J/S2.7, show backing for brick veneer. Also specify connection for curved L at floor. 4. Provide calculations and details for connection shown on Section U/S2.6. G. Footing Design 1. Provide calculation for non - typical footing conditions. Include footings on Grid E at Grids 10 & 11. Explain existing footing condition and soil loading below new shape. #9's at 8" o.c. set into existing footing, do not adequately lap with existing footing reinforcing. Also show how horizontal shear is transferred across joint. Analyze footings at Grid H & E on Grid 5 for new loading. 2. Footings K, L & M are not included in CRSI table, provide calculations. Verify elimination of top steel in these combined footings. Specify minimum reinforcing in piers above these footings. 3. Existing footing on Grid G9 will be undermined by the new pit. A loss of soil bearing capability will also occur west of the new underpinning wall. Analyze this condition and include affects of loads on underpinning wall and new slab below. H. General 1. Call out stiffener in Section G /S2.6. 2. Section on sheet S5.1, of typical moment connection should include horizontal stiffeners to column web. Please call if you have any questions. Sincerely, MA ; AN & DESALVO d;' ,flnac .-e,,Z,41--- James C. DeSalvo cc: Richard J. Mitchell The Callison Partnership Mahan &DeSalvo Fec c CU ;l .t.o.. G CJvt, -tar 6v.i'oitoq sc,, F't. 103, 719' rob-6,1 14gitS 1 tencoteri kettle n't Q u , 7Li X 103,70? = �i 5Co7, .2 I) 644. x 1 X Lv h, 113 =- 3, 6 30, a (o icy 6,1 g1,116 5 Fe.e5 +froth ay? Go) 1g7U? 8i pt 4xrL+ -feG 8737.00 pi cvl Ott ek Pei 567C1, of L ctzt a G -Fo u 0?.(✓1 -Fe-Gs toald ( z' �� eca . r�ul70Gt 61zth ) y 41/6/, Z (Fee6 Ca zai. Iaieo4 a e q s, ads . 4'e. /1, 0/?,c0 .# - na,n O,vnor,+-ti1,(r 1). bet ate:t t:bed orfry picaz. eIz ?4, )0/0-n, CJt 5 &?4. 1)0 a acw) . Pei - 4 , r`10 (5,1-71.,tzt,ta.1) 2a8 ( ►00 t METHOD FOR ISSUING PERMITS AND CALCULATING FEES / 1 Q) �B l Rio S 10'& ►^�' S .3U -=37 FOR NORDSTROM REMODEL ISSUE TWO PERMITS PERMIT #1 One permit will be a no -fee permit for the foundation and structural steel only. We will charge a permit processing fee a1 .02 s.f. for the entire project at the time this no -fee permit is applied for. This $ .02 s.f. fee will be deducted from the plan check fee we charge when they apply for the second permit (architectural). This no -fee permit will contain a statement about "Owner /contractor proceeds at their own risk, knowing that the project could be delayed or stopped because of discrepancies found during subsequent plan reviews ". There should also be a statement that limits the allowed construction under the no -fee permit to foundation and structural steel framework only. The no -fee permit will not be issued until an application has been submitted, the processing fee paid, the structural plan check completed by Mahan & DeSalvo, and payment made for the consultant fee charged us by Mahan & DeSalvo for Bridget's time and work she did at Callison Partnership request, prior to submittal time of the permit application. PERMIT #2 Upon receipt of the complete set of plans, we will process the second permit in the normal manner and use the following method to calculate the fees: S24.74 s.f. for the existing area that will be remodeled. $54.91 s.f. for the new addition area. 65Y. of that fee will be added for the plan check fee. The $ . 02 s. f . charged for permit processing will be deducted from the plan check fee. Mahan & DeSalvo's preconstruction time cost will also be added. clrl Of TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, olashinQton 98188 )ING PERMIT APPLIC PION Control # 77,00 N $ T (206) 433 -1845 tia%S 7 H / 7 ppc4 4 q / Q I V lM tg L ) 4 ragt7 WrrH Vie" ATT7 aE Site Address !00 4',01)7745e/Y7-62- eifiCe,C?N(, /7E . Suite# Floor# Project Name / Tenant.Z l)(05" //L1N/ /VOR �9T7@'1M //�. Valuation of Constructio /5, -4-37, &CPO Assessors Account# Property Owner �.�UTHCCNT JOINT 1.157VTUR L;o Phone(2 /C0) S7/ -1800 Address 2P742Cj G APETZ.. A21. R.Q9C7, c eVeZett 1O 4HAO Z i P-11-114— '1 122 App1 i cant 7252 c .l I pAgrA,i j/-/ /f u7p, Phone (023 - -004Ca Address /1-2* 7H1/cJ AVE *W/1&' SaD, ' 9477ZE W4 ZiP 9$401 Architect /Engineer CGS 'e- ApPuc,y j77 Phone Address Zip Contractor /2.E f a 4 ' I & , / Li cense #22� -6 /, - E 3 E - / Z e - ¢ 5 7 S W h o n e C c - / - gieeel- Address GyvE UN /O J '& 40/TE /Cd7/ O ;}977 WA zip 9P5/0/ , Class of Work: tid New M. Addition ❑ Tenant Improvement ❑ Remodel (residential) ❑ Reroof 'Demolition Zi Interior Demolition "Other pE1`'7DGY2Alfitl /NCB Describe work to be done C,qv/ 7-a" 5> ,4UJ /O/V two { MQDtt' of 774E .- jTINb /UAL oropE' /Atc 'L /Afb 5774UclVP L' , MEc ew /(. 411, w/C,9C.1' ,SUM &NIo wjg,( .. Type of Const. (UBC) PP-. Occ. Group (UBC) /3--2 Square footage of entire building /0f:/0 S42)/ 4f. Square footage of tenant space//,G''''P. Building Use RETAIL 4- Will there be a change of use? ❑ Yes El No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? ❑ Yes Z No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION TO 1;64+T IS WORK. OPFT-4 Po' p -iirP . UQ/12 Applicant /Authorized Agent (si gnature) ir,. i .1 /_<, ,; .4 Date_, 67 .4,;�� (print name), ci-i , .c''. MITCHE..t -, Contact Person (please print) CGJAjllilg. A' tewvg) Phone (� j - 1&,' C.0 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ (3731, 00 Receipt# Q34,9' Date Paid 9-(6-17 Plan Check Fee (000/345.830) ,? /,C� eceipt# 72 ;3- Date Paid 5- -(,;,- , Bldg Code Sur Charge (000/386.904) Receipt# C 3 G q Date Paid :3.50 Energy Sur Charge* (000/386.907) Receipt# Date Paid ,--- Other O,/lx.ry /1, ((30O/34, U) ;,�j. II/ Receipt #( -rl—e ff)Date Pai ..q. /7 -b)) (,3tiUWii a)„ i(1.2),) *New construction only TOTAL )t Ljl ,aQ (OWES: $ 7y/), :CO ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entir- Building: FLOOR USE /Occ Typei SQ.FT. 1 LOAD USE /Occ Type SQ.FT. • LOAD, USE /Occ Tyo: SOFT. OCC InAn_ S AL SQ.FT. 1 AL OCC. TOTAL TRACKING DEPT. DATE IN DATE OUT I. ' 1,--LI 'Si COMMENTS 'pproved — for Issuance of Const. BLDG ✓ j �'r' ,�{, ��`,�,Type To Mahan: 5- t.4- g'7 -O.e.0 pa et "Apgr a -d ^` FIRE 7�,�ii- j�\ n O Sw1 ,�A Approved (Initials) -' ''- ' , , ' Per letter dated Fire Protection: m Sprinklers ❑ Detectors (. PLNG ✓ FPWD • ✓ / 1.4-°1 6" 7 n',�� 1' 1-f -114 .1 Approved (Initials) ❑ BAR p LAND USE/SEPA CONDITIONS Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STAL !EQUIRED: irk Per letter /plans dated - 114 Approved (I ni ti al s gir% _ " ti, 6uildlnq Dirislon 6200 Southc4nt.r soul.r.rd BLit,' )ING PERMIT APPLIC TION -, W Tukwila, Washington 98166 Control # 77-'003 -003 - (20E 433-1645 „,a,�: /g ppu4Aq 7ced 1* 40 5lie DArre17 MAI Coy n�'7, Site Address /00 mil= ,NQnf?/V& CavTez -. Suite# Floor# Project Name /Tenant Z eXH9.t2 /AN/NOR/3* �1 /AI�L�.. Valuation of Constructio 15,'437, COLA) Assessors Account# Property Owner .* ,7HG hTEzJOI/UT IENTUel: G-,QJP Phone(2 /(9) S7/-18C0 Address 2P242Gj 65A/7e72.0245e RA90,GteVE«1ND W/D Zip j- 11 Z2 Appl i cant 77 CAGI./�K/ la/�R7T/EiL'e'}/ -/ /l�' LTD, Phone (023 -1.(4O Address J42 7711/20 /}\E IV/1E W , 4 A77''Le W4 • Zip 9 $101 Architect /Engineer C ee ,PP,/4P177 Phone Address Zip Contractor 14.E. 89"/LEY L icense #22, -C110- a -gE- 37! Q Phone ( e e l - e.8 )- Addre s s OW UV,c1AJ iQ. 4Ul /lf /60/ *04777-e, WA Zip 'MIDI Class of Work: New tia Addition ❑ Tenant Improvement ❑ Remodel (residential) ❑ Reroof Demolition ISI Interior Demolition'Other REf627DC'?R4tMVC0S Describe work to be done cel•Wft 7M" e)(1991t /OA.J A/VO ReMADEL C>F 77-/E ex/577mb AiePrrizom oTty ' //vcwGYiii, donzvcr 494. , MEC$Av/C# . , ez.E� /CAC. F A4,31 AX0 tt,Q'j Type of Const. (UBC) ?_ FA.. Occ. Group (UBC) /3 -2 Square footage of entire building /(0j, eAN 4f. Square footage of tenant space /CO /,CO' 4P Building Use , 7%}/L /4}L. Will there be a change of use? ❑ Yes El No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? ❑ Yes rogNo If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION TO MIT S WORK. elPR:1 Pb' PAit 4ITP R.0 Applicant /Authorized Agent 4 4 4 A - r1 /../f , A Date i97 /6-7 (print name) /24CH4R,D Pr.l. MI1? H LL. Contact Person (please print) (.01144e A? f>eaYE) Phone 6,2` -- 14yego OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ Receipt# Date Paid Plan Check Fee (000/345.830) ..1,;r14,471) Receipt# '72/ Date Paid 5 -�, -b Bldg Code Sur Charge (000/386.904) 1.50 Receipt# Date Paid Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL (OWES: $ ) • SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entir Building; TOTAL OCC. FLOG' USE /Occ Typq SQ.FT. ULU LOAD USE /Occ Type SQ.FT. OCC LOAD, USE /Occ TvD SQ.FT. OCC inn TOTAL SQ.FT. TOTA TRACKING OVA '4 l' iU OMMEN S BLDG Approved for Issuance 777777777 ,� To Mahan: 5-L4-7 6' av eak� r ee44J FIRE Q,S1 Approved (Initials) Per letter dated Fire Protection: ❑ Sprinklers ❑ Detectors PLNG • /i, G�' 1 �"� Approved (I itials) OBAR *I L' 1 U '' •NJ 0N. Zoning C J Setbacks: N 5D S E W _ Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STAL ' EQUIRED: �ro /✓/ iii a vyilky'�// /- �/,"� (e ; �� //`'' PWD Approved (Initials f` /% Per letter /pldns dated c,�- 2ci- ?'I -t CITY OF TUKWILA ,'=� Tu00 ta9*HasMnrBou)98188 BUI,y )ING PERMIT APPLIC "'TION Control # 87-0,0 (206) 433 -1845 Site Address /DD �xi ri- iscri(1T -. 'cam /N(, C k'7Ei2 -- Suite# Floor# Project Name /Tenant VU Al /bW/ aer-- /n/v1 /NC. . Valuation of Construction Aor V6771(ALAre Assessors Account# Property Owner,),5, r/ /G,�tit6/ Z ..// c / f honc(2 /Lo) e71/--1 Address 2SIgS Ce:/1 7z- ffI6E %..O. GteVel VD, 61410 Zi P 4414S - -1/Z2. Appl i cant 77' 0,4-64,16(i p/ T7 J 5/-l/p• GTr) . Phone (i2?„--1 4(,p Address 14,7* Th/P -OA-W 'u17 *noi5m7-1,e t4 zip 7'// Architect /Engineer ('' M'FpLiC i7 ) Phone Address Zip ContractorjZ.e.4V05Y License #Z 2.3- Q /!20- - 'p- $3xa(Uhone Address DNS umomo3, GJUITE /oLJ 7TIC , it,'}- Zip `Or, Class of Work: ( New ,Addition ❑ Tenant Improvement [] Remodel (residential) ❑ Reroof E4 Demolition cg Interior Demolition lil Other / 2.7UqMNtil/N( Describe work to be done I/ UN,77Q J 7~ E /A! 77-1E &-XP,4A /0/Lj, 4v0 patio1,070k1 G&tlf7 -/ -7-goe U/z}(- IoC -77 7N Tllm aX /77/16 bultohk._u6 RAE lz %D azicittihucos Type of Const. (UBC) mfg... Occ. Group (UBC) /3-2_ Square footage of entire building /( /, QS/ Square footage of tenant space /(p/ i tcfca Building Use /7/7i/C t5,4t.Es Will there be a change of use? ❑ Yes 10 No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? ❑ Yes ' No If yes, explain ( I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND ' CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION TO DO THI WORK. 4 Applicant /Authorized Agent ( s i gnatur :vim• ,i4, / , , � � 4 / , + Date ZJ /7 f ^] (print name) / -/(_¢1 v). A4174HQ,L- Contact Person (please print) jj j(/') Phone (Q.5"'""4C,'/C9 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ Receipt# Date Paid Plan Check Fee (000/345.830) Receipt# Date Paid Bldg Code Sur Charge (000/386.904) 3.50 Receipt# Date Paid Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL (OWES: $ ) 8,0d o 113 5 7 0?),:lr5q6.3 6 3 78,07).,rniOWa-e x•'017 sG SQUARE FOOTAGE /BUILDING USE INFORMATION Square Foota•e of Entirq Buildin.• FL00 USE Occ T •: SI.FT. 1AD USE Occ T • :�SI.FT. LOAD USE Occ T .- Si FT OCC 111 1 AL SI.FT. 1 'L OCC. Li =� _ .r /1M .nom! • P�T IMErgl r.r a .. U '1 _ TRACKING I:M BLDG l' 1' s OMMENTS '`�� Approved for-Issuance Type of Const. To Mahan: ,,2 -/Q -87 Date Approved: - —$ Approved (Initials Per letter dated •'� //jam FIRE 1 l , . ,� ,gat+ 2,5 C 62 D� Fire Protection: pr • r -rs 9etectors 5(3 PLNG �� `� Approved (Initials ,,,aii • BAR • L' NI — "--'1- 1 1 ON Zoning :''b.c s: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: 1'Qc- (k4,20,1_ OF-547r', 15 jci T? PWD Approved (Initials) Per letter /plans dated ABBREV 1 AT 1 ONS A.B. A/C ACOUS. C . r' T A • r A.D. ADD. ADJ. ADJUS. A.F.F. AGGR. ALT. AL., ALUM. AN00. APPROX. ARCH. A SB. ASPH. BD. BET. BLDG. BLK. BLKG. BM. B.M. SOT. SRC. BR2. BSMT. B.U. 6.R. CAB. C.A.i3. C.B. CEM. CER. C.C. CHAIIF. C.I. C.I.P. CIRC. C.JT. CLG. CLR. C.M.U. CUR. C.O. COL. CONC. CONN. (ANST. CONT. CONTR. CORR. CPT. CSMT. C.T. CTR. CTSK. CU. FT. CU. YD. DBL. D.L• DEMO. DET. J.F. O.H. DIAL. DIAM. DIM. DIV. ANGLE AT CENTERLINE CHANNEL PENNY PERPENDICULAR PLATE POUND OR NUMBER DIAMETER SQUARE FEET ANCHOR BOLT AIR CONDITIONING ACOUSTICAL ACOUSTIC TILE AREA DRAIN ADDENDUM ADJACENT ADJUSTABLE ABOVE FINISH FLOOR AGGREGATE A SERI .Alt. ALUMINUM ANODIZED APPROXIMATE ARCHITECT ASBESTOS ASPHALT BOARD BETWEEN BUILDING BLOCK BLOCKING BEAM BENCH MARK BOTTOM BEARING BRONZE BASEMENT BUILT UP BACKING ROD CABINET CEMENT ASBESTOS BOARD CATCH BASIN CEMENT CERAMIC CORNER GUARD CHAMFER CAST IRON CAST -IN -PLACE CIRCLE CONTROL JOINT CEILING CLEARANCE) CONCRETE MASONRY ON IT COUNTER CLEAN OUT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR CORRIDOR CARPET CASEMENT CERAMIC TILE CENTER COUNTER SINK CUBIC FOOT CUBIC YARD (CONCRETE) DOUBLE DEAD LOAD DEMOLITION DETAIL. DRINKING FOUNTAIN DOUBLE HUNG DIAGONAL DIAMETER DIMENSION DIVISION DN. DP. DPR. DR. DS. D.T. DWG. DWR. E. EA. E.JT. El.. ELEC. ELEV. ENCL. EC. EQUIP. ESC. EST. EXCAV. EXIT. EXIST. EXP, EXT. E RD CI 0WN DAMPPROOFING DISPENSER DOOR DOWNSPOUT DRAIN TILE DRAWING DRAWER EAST EACH EXPANSION JOINT ELEVATION ELECTRICAL) ELEVATOR ENCLOSE(URE) EQUAL EQUIPMENT ESCALATOR ESTIMATE EXCAVATE EXHAUST EXISTING EE_XPANSION EXTERIOR EXIST. ROOF DRAIN F.B.O.I.C. FURNISHEI) BY OWNER INSTALLED BY CONTRACTOR F.D. FLOOR DRAIN FDN. FOUNDATION F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET F.F. FACTORY FINISH FIN. FINISH(ED) FIR. FLOOR FLASH. FLASHING FLUOR. FLUORESCENT F.O.S. FACE OF STUDS F.O.C. FACE OF CONCRETE F.D.F. FACE OF FINISH F.O.M. FACE DE MASONRY FP. FIREPROOF FT. FOOT. FEET FIG. FOOTING FURR. FURRED, FURRING FUT. FUTURE GA. CALV. G.B. GEN. CND. GR. G.W.B. GYP. GFRC H.B. H.C. HD. HDBD. HDCP. HDR. HEM. HDR . H.M. HORIZ. HR. HT. HTR. H.V.A.C. H.W.H. I.D. I.P.S. INCL. INSUL. INT. INV. GAGE GALVANIZED GRAB BAR GENERAL LASS, GLAZING GROUND GRADE, GRADING PASS. GYPSUM WALL BOARD P.B. GYPSUM P.BD. GLASS FIBRE REINF. CONC. PF.RF. PERI. PL. P.L. P. LAM. PLAS. PLWD. PNL. PR. P.S.F. P.S.I. PT. P.T. P.T.D. PTN. P.T.R. PVMT. J it N . JTT KIT. KO. KPI. LAM. i_AV. L.H. L.L. L. LT. LTL. LVR. MAS. MAX. M.C. MECH. MED. MEMB. MET. MEN. MFR. MH. MIN. MISC. MTD. MIL. MUL L . N. N.I.C. NO. NOM. N.T.S. 0.A. 0.C. 0.0. 0.F.R.D. OH. OPP.H. HNC. OPF. HOSE BIBB HOLLOW CORE HEAD HARDBOARD HANDICAPPED HEADER HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING HEATING /VENTILATING/ AIR CONDITIONING HOT WATER HEATER NSIDE DIAMETER NSIDE PIPE SIZE NCLUJING NSULATION NTERIOR NVERT Q.T. JANITOR JOIST JOINT KITCHEN KNOCKOUT KICKP }ATE LAMINAIE (0) LAVATORY LEFT HAND LENGTH, LONG LIVE LOAD LIGHT L IN I EL LOUVER MASONRY MAXIMUM MEDICINE CABINET MECHANIC (Al ) MEDIUM MEMBRANE METAL MEZZANINE MANUFACTURE(R) MANHOLE MINIMUM MISCELLANEOUS MOUNTED MATERIAL MULL ION NORTH NOT It. CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENIE.R OUTSIDE DIAMETER OVERFLOW ROOF DRAIN OVERHEAD OPPOSITE HAND OPENING OPPOSITE PASSENGER PANIC BAR PARIICLE BOARD PERFORATE (0) PERIMETER PLATE PROPERTY LINE PLASTIC LAMINATE PLASTER PLYWOOD PANEL PAIR POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT PAVER TILE PAPER TOWEL DISPENSER PARTITION PAPER TOWEL RECEPTACLE PAVEMENT QUARRY TILE R. R^A, R.B. R.T. R.O. REF. REFL. REFR. REG. REINF. REQ. REV. R.H. RM. R.O. R.D.W. BU 1 LD 1 NG CLASSIFICATIONS RISER RETURN AIR RADIUS RESILIENT SASE RESILIENT TILE ROOF DRAIN REFERENCE REFLECTED REFRIGERATOR REGISTER REINFORCING REQUIRED REVISION RIGHT HAND ROOM ROUGH OPENING RIGHT OF WAY S. SOUTH S.C. SOLID CORE SCH. SCHEDULE S.D. STORM DRAIN SEAL. SEALANT SECT. SECTION SH. SHELF SHT. SHEET "HTG. SHEATHING 3IM. SIMILAR SL. SLOPE SPEC. SPECIFICATION SQ. SQUARE S.S. SERVICE SINK S.STL. STAINLESS STEEL STD. STANDARD STL. STEEL STOR. STORAGE STR., STRUCT. STRUCTURAL SUSF. SUSPENDED T. T.B. T.C, TEL. TEMP. TERR. TEX. T.AG. THK. THRESH. T.JT. TKBD. T.F.H. TV. TYP. UNFIN. UR. VAR. VEN. VERT. VEST. V.G. V.W.C. W. W/ N.C. WD. W/O WP, W. R. WsCT. WT;,.F, w. TREAD TOWEL BAR TERRA COTTA TELEPHONE TEMPERED TERRAllO TEXTURE (D) TONGUE AND GROOVE THICK (NESS) THRESHOLD TOOLED JOINT TACKBOARD TOILET PAPER HOLDER TELEVISION TYPICAL UNFINISHED URINAL VARNISH VENEER VERTICAL. VESTIBULE VISION GRILLE VINYL WALL COVERING WEST . WIDE WITH WATER CLOSET WOOL, WITHOUT WATERPROOF (ING) WATER RESISTANT WAINSCOT WEIGHT WELDED WIRE FABRIC SPECIALTIES REFERENCE SYMBOLS RECESSED SHELF STANDARD LOCATIONS SALES FLOOR SIDE ONLY BOTH SIDES SPECIAL WALL CONDITIONS VISION GRILLE FIRE EXT CABINET FIRE EXTINGUISHER CORNER GUARD WAINSCOT SPECIALTIES STOCK SHELVING CASEWORK TRAVEL ROD HANG ROD STORAGE 13 FEC 0 FE ======if Lil USE INTEGRAL STUD /SHELF STANDARD MALL CONSTRUCTION AS INDICATED REFER TO INTERIOR WALL ELEVATIONS FUR PRECISE LOCATIONS SEE SEER SEE ) NOTE: PROVIDE VINYL C.G. WHERE NOTED ON DRAWINGS P.LAM. - PLASTIC LAMINATE OVER WALL CONSTRUCTION SHOWN HDBD. - HARDBOARD OVER WALL CONSTRUCTION AS SHOWN TYPICALLY 12' DEEP UNLESS NOTED: DEEP C - MANAGERS DESK B - DEEP __ PLANNED P.O.S. - - -' ,--- CA.SHWRAP OR FIXTURE SHOWN TO APPROXIMATE SCALE DATA EQUIPMENT LOCATION -1 TYPICALLY CEILING MOUNTED (EXCEPT AS NOTED) DOUBLE SINGLE TYPICALLY TWO TIERED (EXCEPT AS NOTED) WALL TYPES WALLS AND PARTITIONS TYPICAL PARTITION ONE HOUR PARTITION TWO HOUR PARTITION CASED OPENING TWO HOUR SHAFT WALL SOUND PARTITION ICSIONIZICIIENEMINUB antossmouseemimuts SEA -- ----- FOUR HOUR SEE SEE SEE SEE 3 SEEL) DETAIL MATERIALS ti SEPARATION WALL EARTH GRAVEL CONCRETE CONCRETE BLOCK LITti QUARRY OR CERAMIC TILE PIASTER GYPSUM WAIL BOARD METAL STUD WOOD BLOCKING CONTINUOUS WOOD BLOCKING SHIM WOOD FINISH PLYWOOD MOM .«1111 BAIT INSULATION RIGID INSULATION METAL. ACOUSTICAL TILE it n i it68.f 4% ?xatirT,., i3fe a.° �III�tII�llll;lili; VIII 0 0 L.' 2 COLUMN GRID LINE ROOM REFERENCE DOOR NUMBER DETAIL REFERENCE WALL SECTION BUILDING SECTION REFERENCE OR DATUM ELEVATION REFERENCE REVISION REFERENCE NORTH REFERENCE REFERENCE TO D I U POINT 3 ROOM NAME 202_J REFERENCE DOOR SCHEDULE DETAIL NUMBER (OR LETTER) DRAWING NUMBER 0---- SECTION DESIGNATION (NUMBER) DRAWING NUMBER .--M SECTION DESIGNATION (LETTER) -- DRAWING NUMBER NUMBER. REFERENCE ELEVATION DRAWINGS A•,..-NA.. SEE TITLE BLOCK FOR ---^NARIJ RECENT REVISION SHOWN CLOUDED REVISION. ONLY MOST DETAIL NUMBER SEQUENCE 1 2 J f 4 5 6 -T 8 9 10 11 1, 13 1 15161718192021 22 23 24 25 26 27 28 29 30 31 32 33 34 35 Cc! .,i 4 NOTV: notg e, it is due to the quality of the original document. of i:l et II VI• E Ci I� I ' I1:1 L l I Il i �! i „ �j�1�IIlt1'I�i�l IMHAINHI!HHHHIHHH Ijlll�f( ICI; iiljllIII•' �i! IIl�iiiji�Ijl!I!lii�ljf�llf�ili J 2. 3. 4. 5. 6. 9. APrs1CABLE BUII.ING CODES. CRDI ANCES AND REGULATION$: A. 1985 UNIFORM BUILDING CODE 8. 1985 UNIFORM MECHANICAL CODE C. 1985 UNIFORM PLUMBING CODE D. 1985 UNIFORM FIRE CODE E. 1985 NATIONAL ELECTRICAL CODE F. CITY Of TUKWILA ZONING CODE G. WASHINGTON STATE PHYSICALLY HANDICAPPED STANRb.;p H. WASHINGTON STATE ENERGY CODE 86 I. APPLICABLE CITY ORDINANCES ZONE: C -P (CITY OF TUKWILA ZONING CODE) SEISMIC DUNE: 3 CHAPTER 23, FIGURE I UBC OCCUPANCY GROUP: 82 CONSTRUCTION: TYPE II F.R. FROPQSEL BUIL_0LNG iREt: j.00R (GROSS I.F,ASE/JU FLOOR .A EA. TUKWII FIRST FLOOR 1.025 S.F. A 70N NG CCDE) FIRE. RESISTIVE REQUIREMENTS FOR TYPE II F.R. CONSTRUCTION A. B. C. STRUCTURAL FRAME: EXTERIOR NON-BEARING WALL: EXTERIOR NON-BEARING WALL: (FAiING PARKING) D. FLOORS (REFER TO NOTE N0.1 BELOW) E. ROOF F. PERMANENT PARTII'ICNS 2 BR TABLE 17 -A 4 HR. TABLE 17 -A NON- C0M6U5TA8LF SEC,1903 (R) 2 HR TABLE 17-A 1 HR. TABLE 17 -A AND SEC. 1900: NON-COMBUSTABLE. FIRE RETARC•ENT WOOD. 1 HR.SEC. 1 705 (!-,) MISCELLANEOUS: EMERGENCY POWER BY GENERATOR. EXIT PATHWAYS ACCENTUATED BY LIGHT PATTERN LEADING TO EXIT. 3UILDING TO BE FULLY SFRINKLERED NOTES: 1. DUCT PENETRATIONS THROUGH FLOOR - CEILING ASSEMBLIES MUST BE FIRE DAMPERED. GENERAL NOTES 1. DIMENSIONS: DIMENSIONS ON PLANS ARE TO FINISH FACE OR CENTER LINE OF COLUMNS TYPICALLY. EXTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR MATERIAL. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE TO BE CENTERED BETWEEN WALLS. VERIFY ALL DIMENSIONS AND CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. CODES: ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES. THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. 3. 00 NOT SCALE DRAWJj $.. THE CONTRACTORS SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. ABBREVIATIONS THROUGHOUT THE PLAN ARE ABBREVIATIONS WHICH ARE IN 777171-1177--IHE LIST OF ABBREVIATIONS PROVIQED IS NOT INTENDEO TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. 5, THE DRAWINGS AND SPECIFICATIONS: PLUMBING. MECHANICAL AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND THE CONSULTING ENGINEER(S) DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION BY WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITI1 THE ARCHITECTURAL DRAWINGS SHALL DE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. CASEWORK AND DRESSING ROOM PARTITION CONSTRUCTION DRAWINGS WILL BE ISSUED DIRECTLY BY THE OWNER AT A LATER DATE. COORDINATION: EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH OTHER CONTRACTORS TO ASSURE COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS. AND THE ACCURATE LOCATION OF STRUCTURAL MEMBERS AND OPENINGS FOR MECHANICAL. ELECTRICAL, STAIRS AND MISCELLANEOUS EQUIPMENT. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR AS WELL AS SHOP DRAWINGS APPROVED BY ARCHITECT. BEFORE PROCEEDING WITH THE WORK. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF THE MECHANICAL EQUIPMENT PAD AND BASE AS WELL AS POWER AND WATER OR DRAIN INSTALLATION WITH EQUIPMENT MANUFACTURES BEFORE PROCEEDING WITH THE WORK. 7. EXITS: ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE (WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. ALL EXIT SIGNS SHALL HAVE LETTERS 6 (SIX) INCHES HIGH MINIMUM. AND SHALL CONFORM WITH APPLICABLE CODES. REFER TO DRAWINGS FOR EXIT SIGN INSTALLATION. - 8. FINISHES' THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, 7-77-771 SUCH LINES SHALL BF CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS. OFFSET STUDS WHERE REQUIRED. SO THAT FINISH WALL SURFACE WILL BE FLUSH. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. ALL PARTITIONS EXTEND TO UNDERSIDE OF STRUCTURE ABOVE, UNLESS NOTED OTHERWISE. ALL WOOD BLOCKINC SHALL BE FIRE RETARDANT TREATED. FIRE PROTECTION: BUILDING 1S TO BE FULLY SPRINKLERED THROUGHOUT. SPRINKLER SYSTEM IS TO BE APPROVED BY THE W.S.R.B. PRIOR IO INSTALLATION. FIRE PROTECTION CONTRACTOR IS REQUIRED TO RUN ALL MAIN DRAIN LINES AND /OR INSPECTOR TEST LINES OUT BEYOND THE BUILDING LINE OR TO THE FACE OF CURB. THERE SHALL BE NO DRAINAGE OF WATER ACROSS SIDEWALK OR ANY OTHER CONCRETE AREA AROUND THE PERIMETER OF THE BUILDING. FIRE PROTECTION CONTRACTOR SHALL PROVIDE FIRE PROTECTION DRAWINGS AS REQUIRED TO MEET CITY OF TUKWILA AND W.S.R.B. REGULATIONS. FIRE PROTECTION CONTRACTOR MAY BE REQUIRED TO RELOCATE. AT HIS COST. ANY FIRE PROTECTION EQUIPMENT, PIPING OR APPLIANCE WHICH HAS BEEN INSTALLED WITHOUT THE APPROVAL OF THE OWNER AND GOVERNING AGENCIES AND WITHOUT THE ARCHITECTS CONCURRENCE. PROVIDE FIRE DAMPERS AND ACCESS PANELS FOR DUCTS AND A/C FIXTURES WHEN PASSING THROUGH A FIRE RATED ENCLOSURE. PROVIDE FIRE DAMPERS AT ALL SUPFLY AIR AND RETURN AIR OUTLETS OR INLETS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, AND SURFACES AND AS REQUIRED BY THE FIRE DEPARTMENT. 10. j ,ATIiERPRUOFINC,: ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTER FLASHING EXPANSION JOINTS SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO MAKE THEM WEATHFRPROOF. THE JUNCTION OF THE ROOF AND VERTICAL SURFACES SHALT. BE FLASHEu AND COUNTERFLASHED IN A MANNER TO MAKE THEM WEATHERPROOF. 1I. THC SPECIFICATIONS ARE A PART OF THIS CONTRACT. 12. MECHANICA.?. ELECTRICAL AND SPRINKLER WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT. 14. PROVIDE CONTINUOUS INSPECTION FOR FIELD WELDS. WELDING TO BE DONE BY WELDERS CEERTIFIED BY THE CITY BUILDING DEPARTMENT. 15. ALL STRUCTURAL BRACINf AND STRUCTURAL FRAMING TO HAVE FIREPROOFING TO MEET 2 -HOUR FIRE PROTECTION. '7 If the microfilmed doc ...ent is Jess clear than this 9 I i I . I.I;1IIR:T1,! !IR IN !'I I • ^. U I'I INDEX OF DRAYI 1 NGS ^,RCHITECTU1?A1 . ALDO.1 ALOI.1 ABO2.1 ALD2.2 STRUCTURAL COVER SHEET GENERAL NOTES SITE PLAN AND DETAILS PLAN, SECTION, ELEVATION, DETAILS DEMOLITION PLANS, D =TAILS 301.1 NOTES AND DEfrd LS SLD2.1 PLANS AND DETAILS c!�ECTR ELDi.1 ELD1.2 ELC1.3 CAI MECHANICAL ELECTRICAL i_EGEND, LIGHT FIXTURE SCHEDULE, SITE PLAN PARTIAL FLOOR PLANS, POWER LOADING DOCK PLA.!1S, ELECTRICAL MLD1.1 LOADING DOCK H' /AC PLANS PLUr:'Blydr PLD1.1 LOADING DOCK PLUMBING PROJECT LOCATION BAKER BLVD !:2" w or be 1 a w 0 z w 5- I0 F U S'rRANDE F LVi) The Callison Partnership Architecture Programming Planning Interior Design NO SCALE 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623 -4646 The CaIIi5 ^n Partnership Ltd., A Corporation CONSULTANTS Emmunaminsatiniumumm I REVISIONS NUENESIBMINNEMffame No. Date Item._ VICINITY MAP R PARKWAY 111111 Hill EE I , I fIL71id.sti'CT 1[1, P '11I= i1 fly !I I 1- w 1 H1iL1TijI 1111 iiil!1 LhI1HLJ!L!! 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DOOR HARDWARE SCHEDULE Door No. 1 Set of spring hinges 1502 USIOG finish 4-1/2 x 4-1/2 1 Flush cup pull 315 USIOB finish Weather stripping 588D at head, jam & sill ).Fc Door No. 2 Best Cylinder 1E74 Balance ot hardware by door manufacture :r Door No. 3 1-1/2 pr butts TA2314 1JS103 finish 4-1/2 x /1-1/2 x :ARP 1 lockset 8116LNL US103 finish 1 Electric Strike FA7I2 US103 finish 2 Cylinders 1E64 US1OB finish I Door Closer EB250-P9 I Kick 5024 12" x 34" I Door Stop W60 USIOB finish 1 Threshold I 71D 1 Door Sweep 3I5DN Weather stripping S88D at head and DOOR SCHEDULE junb TOP ij P.AfF1- -.;23 c-P.I.1 Lotij I '1--dtie-Qt;417-9-pf ' I 1 M. r21.4.-STee- OP-1.." 1 - ‘,2t-fAcec Ir-16.7re.:7:4 t-t7 I Nag LOADING DOCF REFLECTED CEILING. 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