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HomeMy WebLinkAboutPermit 6108 - Tukwila Pond - Building CPROPERTY OWNER Spieker Partners PHONE 453 -1600 ADDRESS 915 118th Avenue S.E., Bellevue, WA ZIP 98005 CONTRACTOR Lurpkin Construction PHONE 329 -1129 ADDRESS 1627 Eastlake Avenue East Seattle WA ZIP 98102 WA. ST. CONTRACTOR'S LICENSE # LUMPKI *242 EXP. DATE 12 -23 -90 ARCHITECT Mithun Partners PHONE 454 -3344 ADDRESS 2000 112th Avenue N.E., Bellevue, WA ZIP 98004 TYPE OF CONSTRUCTION: v _ N UBC EDITION (year) SETBACKS: N - S — E - y�lyV FIRE PROTECTION: Sprinklers ®Detectors C) N/A UTILITY PERMITS REQUIRED Yes O N o (through Public Works) ZONING: BAR /LAND USE CONDITIONSOYes ®No PLAN CHECK FEE 895.00 3r a1 J CONDITIONS (other than those noted on or attached to permit/plans): BUILDING SURCHARGE 4.50 ENERGY SURCHARGE _ DESCRIPTION AMOUNT RCPT a DATE BUILDING PERMIT FEE 913.00 q$ 2 l0'1 c 0 PLAN CHECK FEE 895.00 3r a1 J ►fQc>wi BUILDING SURCHARGE 4.50 ENERGY SURCHARGE _ OTHER: TOTAL - 1_812 .sn , v v , DESCRIBE WORK TO BE DONE: CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING r PERMIT NO. l0 DATE ISSUED: Co- s qo 321 - 333 Strander B1 BUILDIFL'3 PERMIT (POST WITH INSPEf, I ION CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN CHECK #90 -397 PROJECTNAME/TENANT Tukwila Pond Building C ASSESSORACCOUNT 262304- 9064 -37 TYPE OF ® New Building Addition Tenant Improvement (commercial) L Demolition (building) Li Grading/Fill WORK: 0 Rack Storage Reroof 0 Remodel (residential) 0 Other Construct new retail building. FEES rOD1 ('Or.1l't I/1r1( :f USE -0 TOTAL FLOCR SQUARE OCC, SQUARE OCC. SQUARE CCC. ' SQUARE * ' FEET LOAD FEET LOAD FEET LOAD FEET OCC. ' SQUARE LOAD FEET 4 OCC. LOAD TOTAL TOTAL SQUARE FEET OCC. LOAD APPROVED FOR ISSUANCE BY: BUILDING OFFICIAL I hereby certify that I have read and a fined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. SIGNATUREI--. PRINT NAME: A1- 9 N N DATE: DATE: V.51F0 COMPANY: 1 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF OCCUPANCY NO. �t1A DATE ISSUED: PERMIT NO. CONTACTED . ,._ � L-1 ' + „ ry � BY: DATE READY DATE NOTIFIED I ` Co- I �� (init.) PERMIT EXPIRES 2nd NOTIFICATION 3RD NOTIFICATION BY: (init.) BY: (init.) -A AMOUNT OWING PLAN CHECK NUMBER INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". ,m 0.i,\ ,50 l�c� - r I BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE OCC. FEET LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. ............................... 14. BUILDING - initial review FIRE z �`' : PLANNING 1 PUBLIC WORKS 0 OTHER l BUILDING - final review BUILDING PERMIT APPLICATION TRACKING PROJECT NAME SITE ADDRESS SUITE NO. SQ 1 3 33 3TallciPr 131 - ------ (, -It;- 5u REVIEW COMPLETED Kett ct4 Ao'a.( (ROUTED) INIT: J / �/ INIT: INIT t'G INIT: - CuKwncam Rnd 6ict c ZON : 0, UIFIE ANT. Date ent - ) c6,9 Date Approved - FIRE PROTECTION: f 1 Sarinklers N Detectors FIRE DEPT. LETTER DATED: . -6 - G INSPECTOR: ‘5.- — `HYPE OF CONSTRUCTION: INIT: 1 S Y\ N BA US CON ' IONS? Yes REFERENCE FILE NOS.: 0� LajicL5Crisle f(Q4(1 MINIMUM SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? [ ] Yes [7 No PUBLIC WORKS LETTER DATED: 4., ic) '7�; UBC EDITION (year): CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 /11'I'LIC A [ION 11.11.P-; 1 Tlf. /- 11_1 1 L) OUT (;O)/lll'LE [ELY SITE ADDRESS 32/ 3 F3 U J PROJECT NAME/TENANT - To rt TYPE OF - New Building U Addition WORK: ❑ Rack Storage ❑ Reroof DESCRIBE WORK TO BE DONE: BUILDING USE (office, warehouse, etc.) 4srneraal Tenant Improvement (commercial) U Demolition (building) ❑ Remodel (residential) ❑ Other s � �� � �� , nab i a n al � i am on d � / C� 0 nc.\ U d .? d i n {him f ey n u k NATURE OF BUSINESS: 40.)1 ,41,4 WILL THERE BE A CHANGE IN USE? al No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: ADDRESS ° CONTRACTOR ives ADDRESS ARCHITECT ADDRESS DD 4 's /at & SUITE # BUILDIIC3 PERMIT APPLICATION FEES WA. ST. CONTRACTOR'S LICENSE # 2 1 . 4v _, 7 w _ ' 2 4'Z 2J'O /l2 a2- Ave NO AND :< exmAIN I ORIZED Aro AP (for staff use only) DESCRIPTION:::;;; <:: BUILDING PERMIT FEE ;: PLAN. CHECKFEE BUILDING SURCHARGE. ENERGY : SURCHARGE ::: OTHER TOTAL' AMOUNT:_ :: RCPT;.# 5r)0.00 DATE: Ij - 5t VALUE OF CONSTRUCTION - $ ASSESSOR ACCO NT 6 242504 Tenant Space: ` a Area of Construction: 1 3`7, L WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? i No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER *4 , PHONE /6 _` ZIP lee.6 PHONE 3... //) ZIP EXP. DATE /x. 215. PHONE 464 ZIP990 BUILDING OWNER SIGNATUR OR AUTHORIZED PRINT NAA AGENT ADDRESS n I f f t 29 //2 Mt e ,V CONTACT PERSON 5 14011 di/V Veal DATE PHONE 43 CITY /ZIP 1`ti��Yl� PHONE APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 433 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED H ao- DATE APPLICATION EXPIRES 5- D -�� 03/30/00 S BMITTAL CHECK LIST COMMERCIAL .. oaw�ncuc. stnt.oMasu�oana�nt; H sl • dNty' ink ia�umt ai N+r (gait a pr 8` anti o ........................... RESIDENTIAL ERC$AL 7 tMPROVEM �nioMrted tilllltg pernik.:epp� ate oabedoetall .............................. . ............................... . ............................... .. ............................... .......................... . .. ............................... i t80hment:: a its prp i iyet iimoi ;we�p on�p!j�gt 6uitdirp if epUclutaI WQ ba ab 00''a tf »+f`! re r$10:11 .................... ................... .................... ................. ........ . Abcot nt: Nit indvr i s 0***0. ri exlstlnp Too .m800.14l Whip inuWwd Itonsteta;Nan ANTE A TELLRE `;01 4 RESIDENTIA iperoiz= ilirtinii y >UI :Rw.ar RE 4 TO: PROM: DATE: SUIJICT: v okt uk._ c* C -- k - rvcr on is boy ' on Sv i1A1 1 \ ( ' ) A o • r \ b P4xi 1 , W i n 5) (o C6 ape, \ N 4 3LD.00 x 31, loS .�, lP o x 31. to'S =- 41 1155, 014 1 v oa u ►c 1— Sta3 Permit `haoo (?ton Ct 53 3. op Chwc 1, 510.5o * . O (10 / T2 .M EMO) C1ty T ukwlla 6200 Southcenter Boulevard Tukwila Washington 98188 (201) 433.1$00 Gary L. Vanousen, Mayor MEMORANDUM V 12 .eU t e_ moo± , 1990 - ��� TuK Pond 8(d1 • TO: PROM: RATS: SUIJICT: Cityf Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (20S) 433 -1500 Gary L. VanOusen, Mayor fag I990 �-� C_a1 't 1cL F Drnd 151E15 C, PI an Chat.. r C.1 o Q `C" \ kynou r%k- Po.:■ 1 5a Ri2XiZI k - q I �a (10 /T2.MEMO) MEMORANDUM q 13.00 Ti S . oo - Soo = 39 5 . Li .e0 90 =1 )11 Mahan&DeSalvo CONSULTING ENGINEERS May 30, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 Regarding: 89 -T -17 (Southcenter Plaza - Bldg 'C') Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. ley ne t t (DI o$ Structural 1. Page 9 of the October 24, 1988 soils report states that the information provided is supplemental to the October 5, 1988, report and that both reports must be considered in the design. Provide the October 5, 1988 report for our review. In the General Structural Notes, note that the recommendations of both reports will be followed; otherwise, list specific soil requirements on the drawings. Also, provide 24" minimum footing widths as recommended on page 7 of the soils report submitted. 2. Show clearly how chord forces are carried along Grid A & E between Grid 4 and 6. 3. After the shop drawings and calculations for the pre - manufactured wood trusses have been reviewed by the engineer of record, a letter must be sent to the City confirming that these drawings and calculations have been reviewed and are compatible with the basic structure. To accommodate this requirement, provide a note in the Structural Notes stating that the above mentioned procedure will occur. Remove the notes which indicate that all shop drawings will be submitted to the Building Department. Refer to both Shop Drawings and Prefabricated Wood Trusses heading in the General Structural Notes. 4. The drawings still do not correlate with the revised structural notes submitted on May 16, 1990 by AKB Engineers; therefore, our previous comment remains. Please note on the drawings that the special inspection requirements of Section 306 also apply to concrete and structural masonry. Sincerely, Crystal Kolke CAG /CLK:2 cc: Mithun Partners 2000 - 112th Avenue NE Bellevue, Washington 98004 May 30, 1990 City. of Tukwila Re: 89 -T -17 Page Two Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. 65$ PROJECT: DATE: DATE CAST 8 -16 -90 8 -16 -90 8 -16 -90 cc: Owner Architect Enaineer , OTTO RC. & ASS ,PATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 JOB NUMBER: 90 -185 REPORT NUMBER: 002 Southcenter Plaza, Building C 16 August 1990 I inspected placement of Miles' Mix Number: 24 Concrete was placed via chute Batch weights per cubic yard: 1780 # 7/8" ,agg. # oz. Cast specimens # 2 A —C per 1 at Cast specimens # at Cast specimens # at Weather: Clear /68 ° F. CYLINDERS ARRIVED IN LAB AND /OR CONCRETE REPORT PERMIT NUMBER: 6108 INSPECTOR: R. Bogle & 1D. Spicer 40 cubic yards of 4i sack, 2500 psi concrete from , in the following areas: sidewalks from N.W. corner of new structure proceeding south to S.W. corner, form S.W. corner proceeding eastward to S.E. corner, from S.E. corner proceeding north to N.E. corner. and it was vibrated internally. Slump range 3" -5 ". 423 # Type I /II # oz. 00# of cement. & 5% ( ±1%) Mic (air) . 24 cubic yards with a 4} " slump. Del. ticket # 150101 cubic yards with a " slump. Del. ticket # cubic yards with a " slump. Del. ticket # Concrete Temperature: 69° REMARKS: 8 -17 -90 COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE AGE IN SPECIMEN UTL. STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS 8 -23 -90 9 -13 -90 9 -13 -90 7 28 28 1— Contractor 1— Bldg, Dept, Batch Plant 2 —A 2 —B 2 —C 29 #4 oz. 29 #4 oz. 29 #2 oz. 86,000 121,000 119,500 cement, 1470 # sand, per 100# of cement. STRENGTH LBS /SQ. IN. 3042 4280 4227 OTTO ROSENAU & ASSOCIATES, INC. Mortar Mix: 1 sk. Type S - OTTO RSENAU & ASS 'YATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 Tacoma (20g 7 2 N PERMIT NUMBS : 6 OU L 3 0 1990 I'��_ r1,i`•!NiIG DEPT. — DATE: 12 July 1990 INSPECTOR: W.W. Johnson . Supervised grouting of CMU consisting of 6x8x16, 6x8x8 split face, rose brown, smooth face natural color units including smooth face 6x8x8 lintel & 8 "x8" spectraglaze. Grouted cells & bond beams from 4' to 10', North wall line A, West wall line 1 and South wall line D from line 1 to line 4 -16. (Contractor installed 9" wide pvc "wascoseal" flashing up plywood sheathing and under lintel block at storefront opening (top) on S. & W. walls today per plans & specs.) MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 008 PROJECT: Southcenter Plaza Building C Batch weights: 2 sk. cement, 40 shovels 70/30 2, 000pii required at 28 days ___Cast cylinders # Cast prisms # 5 A -C All cells were rodded properly immediately after grouting. All rested' was in place & secured. All resteel is from Seattle Steel and is grade 60. All work per City approved plans & specs. and /or Engineers approval. Approved dur -o -wall DA213 -0 veneer anchors installed at 16" cc horizontal & 24" c -c vertical as specified & approved by r e14PIgiSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 7 -12 -90 7 -19 -90 7 5 -A 3 3 /4 "x4 "x7+r" 91110 oz. 42,000 2800 Masons were laying block in the following areas: East wall line 5 A to D, 8' to 10' , North wall line A 1 to5 from 10' to 11'4" & part to 12'. West wall line 1 A to D 10' to 11'4" Mortar fins were cleaned off on all grouted cells. cement, } sk. lime, 20 shovels sand, 30oz. /sk rosebrown, 32oz /sk hydrotite plus i @ 28 days Cast Cubes: 7 A -C COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 -12 -90 7 -19 -90 7 7 -A 12 oz. 13,400 3350 SPECIMENS ARRIVED IN LAB: 7 -13 -90 WEATHER: some clouds 80 Hot cc: _Owner, _Architect, _Engineer, _lContractor _Masonry Contractor LBldg. Dept. 1 OTTO ROSENAU & ASSOCIATES, INC. Oteoe ; 4 i e4OrMs*iw (3' JOB NUMBER: 90 -185 OTTO FR & ASS'" 'IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 Tacoma (2013 mi v7 7 PROJECT: Southcenter Plaza Building C MASONRY REPORT REPORT NUMBER: 009 PERMIT NUMBER: 6108 DATE: 13 July. 1990 INSPECTOR: W. W. Johnson Supervised grouting of CMU consisting of 6x8x16, 6x8x8 split face, rosebrown, smooth face, natural color units including smooth face 6x8x8 lintels & 8'x8' spectraglaze. Grouted west wall line 1 A to D & north wall line A 3.5 to 5 from 10' to 12'8" lintels & walls. Batch weights: 2 sks cement, 40 shovels 70/30 mix 2, 000 psi required at 28 days Job Mix Cast cylinders # 6 Batches Cast prisms #6 A -C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Seattle Steel and is grade 60 All work per approved plans /specs. or engineers approval. Approved dur -o -wall DA211 1 y i g E €ffttStaii:i1itchajaPEefflA iz. & 24" cc vertical. DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN, 7 -13 -90 7 -16 -90 3 6 -A 3 3/4 "x3 3/4 "x7}" 9414 oz. 41,500 2964 Masons were laying block in the following areas: North wall line A 1 to 5 from 11'4" to 12'8" (top of .lintel) West wall line 1 from A to D from 11'4" to 12'8" (top of lintel) & after grout from 12'8" to 14'8 ". Simpson PAT 18 anchor embedded in block @ 4' cc from elevation 14'6" North end to elevation 13'6" @ S. end. Electrical boxes embedded in block faces w /conduit Mortar fins were cleaned off on all grouted cells. for porches, elevation 11'8", 3 each equally spaced between line 2 & 3 N. wall, & lines B & C W. wall Mortar Mix: 1 sk. cement, } sk. lime, 20 shovels sand Admixtures: 30 oz /sk. rosebrown & 32 oz /sk. Hydrotite plus Type S - 1800psi @ 28 days Cast Cubes: 8 A -C COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 -13 -90 7 -20 -90 7 8 -A 12 oz. 13,350 3338 SPECIMENS ARRIVED IN LAB: 7 -16 -90 WEATHER: sunny & hot, 80 cc: __Owner, _Architect, _Engineer, 1.Contractor __.Masonry Contractor _.1.BIdg. Dept. OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South (206) 725 -4600 SPECIMENS ARRIVED IN LAB: 7 - 17 - 90 WEATHER: sunny, warm, 70° cc: _Owner, _ Architect, .__Engineer, _..Contractor —Masonry Contractor 1 Bidg. Dept. Seattle, WA 98118 Tacoma (20 8 1 244 1 7 7 MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 010 PROJECT: Southcenter Plaza Building C OTTO RSENAU & ASSC..iIATES, INC. PERMIT NUMBER: 6108 DATE: 16 July 1990 INSPECTOR: W. W. Johnson . . Supervised grouting of CMU, consisting of 6x8x16, 6x8x8 split face, rosebrown smoothface natural color units, including smooth face 6x8x8 lintels & 8'x8' spectraglaza. Grouted North wall line A from 1 to 3.5 from 10' to 12'8" (lintels & walls). Batch weights :2 sks cement, 40 shovels 70/30 mix 2,000 psi required at 28 days Job Mix Cast cylinders # 5 Batches Cast prisms # 7 A -C All cells were rodded properly immediately after grouting. All rested! was in place & secured, All resteel is from Seattle Steel andisgrade 60. All per approved plans /specifications and /or engineers approval. Approved Dur -O -Wall DA213 -0 veneer anchors installed @ 16" c.c. horizontal & 24" cc vertical COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SO. IN. 7 -16 -90 7 -23 -90 7 7 -A 3 3/4 "x4 "x7i" 91/12 oz. 56,000 3733 Masons were laying block in the following areas: West wall line 1 from A to D, elevation 14' 8" to elevation 18'0" North wall line A 1 to 5 elevation 12'8" to elevation 14'8" & to 15'4" line 3 to 5. Line A 1 to 5, Sampson PAT18 anchors embedded in block on 4 cc @ elevation 14'6" (roof line) Mortar fins were cleaned off on all grouted cells, MortarMix: 1 sk cement, sk lime, 20 shovels sand, 30 oz /sk. rosebrown color, 32 oz /sk Hydrotite Type S - 1800 psi @ 28 days Cast Cubes: 9 A -C COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7-16-90 • 7 -23 -90 7 9 —A 12 oz. 12,550 3138 OTTO ROSENAU & ASSOCIATES, INC. JOB NUMBER: 90 -185 DATE CAST 7 -17 -90 OTTO RtSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South (206) 725-4600 PROJECT: Southcenter Plaza Building C DATE BROKEN 7 -24 -90 SPECIMENS ARRIVED IN LAB: 7 -18 -90 7 10 -A Seattle, WA 98118 Tacoma (211)MV 7 MASONRY REPORT REPORT NUMBER: 011 PERMIT NUMBER: 6108 DATE: 17 July 1990 INSPECTOR: W. W. Johnson Supervised grouting of CMU consisting of 6x8x16, 6x8x8, split face, rosebrown, smooth face natural color units including smooth face 6x8x8 lintels & 8x8 block spectraglaze. Grouted south wall line D form 3 + 5' to 5 elevation 4' to 10'(bottom of lintel) cells & bond beam to 8' elevation. Note: South wall: Contractor installed pvc "washseal" flashing at bottom of lintels & attched to sheathing as specified. Batch weights :1 batch of : 2 sk cement, 40 shovels 70/30 2,000 psi required at 28 days 2 batches of : 1 sk. cement, 20 shovels 70/30 Cast cylinders # Cast prisms # 8 A -C (2nd Batch) All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Seattle /Auburn Stee and is grade 60. All work per City approved plans and specifications and /or Engineers approval. Approved Dur -O -Wall DH 213 -0 veneer anchors instlled @ 16" cc horizontal, 24" cc vertical COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT, STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN, 7 -17 -90 7 -24 -90 7 8 -A 3 3/4 "x4 "x7i" 9118 oz. 69,000 4600 Masons were laying block in the following areas: North wall line A 3 to 5 elevation 15'4" to 18' 0" and line 1 to 3 elevation 12'8" to elevation 18'0" South wall line D from line 1 to line 5 from 10' to 12'8" (Except to 11'4" elevation between line 3 and 5). Mortar fins were cleaned off on all grouted cells. ADMIXTURES: 30 oz /sk. rosebrown color, 32oz /sk. Hydrotite Plus Mortar Mix: 1 sk. cement, sk. lime, 20 shovels sand Type S - 1800 psi @ 28 days Cast Cubes: 10 A -C COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. In.) AGE IN SPECIMEN WEIGHT ULT. STRENGTH DAYS NUMBER IN LBS. WEATHER: sunny & warm to 80 cc: __ Owner, _ Architect, _Engineer, .1Contractor _Masonry Contractor 1 BIdg. Dept. 12 oz. 11,200 STRENGTH LBS. SQ. IN. 2800 OTTO ROSENAU & ASSOCIATES, INC. MOP' .490.4marwadmin Mortar Mix: OTTO R(3ENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South Seattle, WA 98118 (206) 725 -4600 Tacoma (206)NU X 627 -4477 MASONRY REPORT CITY Oj: JOB NUMBER: 90 -185 REPORT NUMBER: 001 PERMIT NUMBE PROJECT: Southcenter Plaza Building C DATE: 2 July 1990 INSPECTOR: R. Bogle Supervised grouting of first and second lifts for shear wall for vertical and bond beam cells following lines A to D on line 4. Work stopped due to rain but wall covered with plastic to protect. Batch weights: sacks cement to 32 shovels of a 70/30 2000 psi required at 28 days •. pea gravel and sand mix Cast cylinders #_.....1A & B Cast prisms # 1 C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Seattle Steel and is grade 60. COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 7 -2 -90 7 -9 -90 7 1 -A 27118 oz. 47,500 1680 7 -2 -90 7 -30 -90 28 1 -B 27116 oz. 128,500 4545 7 -2 -90 7 -30 -90 28 1 -C 3i "x3 3/4 "x7i" 81110 oz. 59,500 4577 Masons were laying block in the following areas: Mortar fins were cleaned off on all grouted cells. Type - psi @ 28 days COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SO. IN. SPECIMENS ARRIVED IN LAB: 7713 -90 WEATHER: Overcast /rain. cc: __Owner, _Architect, _Engineer, 1 Contractor _Masonry Contractor 1 Bldg. Dept. OTTO ROSENAU & ASSOCIATES, INC. ,40-77/free,A., MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 002 PROJECT: Southcenter Plaza Building C DATE: 3 July 1990 INSPECTOR: Supervised grouting of grade N -1, 6 "x8 "x16" smooth face 12 ") for 6" shear wall and 4th lift (top) from 12' to end. 5/8" diameter by 10" anchor bolts set at 32" on were clean. Batch weights: Job site mixed: 1i sacks cement 2000 psi required at 28 days to 30 shovels of a 70/30 pea gravel Cast cylinders # and sand mix Cast prisms * 2 A —C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Seattle Steel & and is grade 60. Salmon Bay Steel DATE CAST 7 -3 -90 7 -3 -90 7 -3 -90 DATE CAST 7 -3 -90 7 -3 -90 7 -3 -90 OTTO R( [ 3ENAU & ASSQ IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 Tacoma (206))1W/C 627 -4477 DATE BROKEN 7 -10 -90 7 -31 -90 7 -31 -90 Mortar fins were cleaned off on all grouted cells. SPECIMENS ARRIVED IN LAB: 7 -5 -90 7 2 —A 4 "x4 "x7i" 28 2 —B 4 "x4 "x7}" 28 2 —C 4 "x4 "x7i" Masons were laying block in the following areas: same as above. Mortar Mix: 1 sack cement, } sack lime, and 20 shovels sand Type S — 1800 psi @ 28 days 2 "x4" Mortar Cylinders COMPRESSION TEST RESULTS ON )ttaa) DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH BROKEN DAYS NUMBER IN LBS. 7 -10 -90 7 1 —A 100 oz. 7 -31 -90 28 1 —B 100 oz. 7 -31 -90 28 1 —C 100 oz. WEATHER:Sunny and hot. cc: _._Owner, _Architect, _Engineer, Contractor Masonry Contractor 1BIdg. Dept. 1 oz. 1006 oz. 1004 oz. PERMIT NUMBER: 6108 W.W. Johnson CMU•on line 4, A to D, 3rd'lift (8' to 14'5" on north end and 13'8" on south center for top plates. Cells grouted COMPRESSION TEST RESULTS ON GROUT SPECIMENS AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH DAYS SIZE IN LBS. 41,500 58,500 60,500 10,550 14,750 14,550 STRENGTH LBS. SQ. IN. 2594 3656 3781 STRENGTH LBS. SQ. IN. 3358 4695 4631 OTTO ROSENAU & ASSOCIATES, INC. 44!W ;45:,4„e OTTO RTSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 • Tacoma (206)53BR 627 -4477 MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 003 PERMIT NUMBER: 6108 PROJECT: Southcenter Plaza Building C DATE: 5 July 1990 INSPECTOR: W.W. Johnson NOTES: The Engineer, Mr. Bhagat, at 9:00 AM telephone approved at contractor's request the use of veneer anchors D/A 2.13 manufactured by Duraweld, in lieu of AA Wire Products AA401J- W/A 400 as specified. Also the D/A 213 veneer anchors are to be spaced at 16" centers hori- zontal and 24" centers vertical in lieu of 18" centers horizontal maximum and 16" centers vertical as approved by the Engineer. At 11:00 AM, I requested from Mr. Bhagat to clarify the rebar sizes shown on J /S -1 that was different from the structural notes and other details on the drawings. J /S -1. shows two #5 horizontal top of bottom of typical masonry openings. Mr. Bhagat advised that the two #5 are to be deleted, use two #4 as shown in other details and specified in the structural notes. All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Salmon Bay Steel and is grade 60. DATE DATE CAST BROKEN Type S - 1800 psi @ 28 days SPECIMENS ARRIVED IN LAB: 7 -6 -90 COMPRESSION TEST RESULTS ON GROUT SPECIMENS GE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH SIZE LBS. LBS. SO. IN. WEATHER: Partly cloudy, 70 ° F+ in afternoon cc: _Owner, _Architect, _Engineer, l Contractor — Masonry Contractor .lBldg. Dept. & Cascade Mills Masons were laying block in the following areas: 6x8x16 & 6x8x8 split face, rose brown CM at north wall, line A, 1 to 5, 2 to 3 courses high. Rope weep holes installed at bottom course on 32' centers. Non - reinforced PVC.Wascoseal by York Flashings used between concrete foundation and bottom side of block and stapled to plywood wall. Mortar fins were cleaned off on all grouted cells. Mortar Mix: 1 sack cement, i sack lime, 20 shovels sand, 30 oz. rose brown color by Davis and and 32 oz. Hydratite Plus /sack of cement. 2 "x4" Mortar Cylinders COMPRESSION TEST RESULTS ON XIMIRTAIII<QreflUSIE i X DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SO. IN. 7 -5 -90 7-1.2-90 7 3 -A 1410 oz. 8850 2817 7 -5 -90 8 -2 -90 28 3 -B 1410 oz. 13,450 4281 7 -5 -90 8 -2 -90 28 3 -C 1410 oz. 13,800 4393 OTTO ROSENAU & ASSOCIATES, INC. '17 '7% ‘r =, 7- 04 CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 Tacoma (206 I$ ( 627 -4477 Mortar fins were cleaned off on all grouted cells, SPECIMENS ARRIVED IN LAB: 7 - - WEATHER: Sunny & hot, 62 - 88 ° F cc: _Owner, _Architect, _Engineer, Contractor ._Masonry Contractor _LBIdg. Dept. OTTO R" SENAU & ASS { -,,IATES, INC. MASONRY REPORT JOB NUMBER: 90 - 185 REPORT NUMBER: 012 PERMIT NUMBER: 6108 PROJECT: Southcenter Plaza Building C DATE: 18 July .1990 INSPECTOR: W.W. Johnson & D. Newman Supervised grouting of north wall at line A, line ..1 west wall, elevation 12'8" to 18' 0 "; south wall at line D, line 5 east wall, elevation 10'0" to 12'8 ". CMU supplied by Eastside Masonry consisting of 6x8x16, 6x8x8, split face, rose - brown, smooth face natural color units including smooth face (nat.) 6x8x8 lintels and 8x8 SpectraGlaze. At east wall, contractor installed PVC Wash Seal flashing at bottom of lintels and attached to sheathing as specified. Approved Dur -O -Wall DH 213 -0 veneer anchors installed @ 16" centers horiz. & 24" centers vert. Stoneway supplied 10 cubic yards of 7 sack, 70/30 mix. Batch weights: 65811 cement 2000 psi required at 28 days 218011 sand Cast cylinders # 96011 pea gravel Cast prisms # 9 A - C All cells were rodded properly immediately after grouting, All resteel was in place & secured. All resteel is from Seat Steel and is grade 60 COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT, STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN, 7 - 18 - 90 7 - 25 - 90 7 9 — A 3 3/4 "x4 "x7}" 91/14 oz. 54,500 3633 Masons were laying block in the following areas: south wall, line D, from 3 to 5, elevation 11' 4" to 12'8" (lintel & wall); east wall, line 5, from A to D, elevation 10'0" to 12'8" (lintel & wall). MortarMix: 1 sack cement, sack Type S lime, 20 shovels sand, 30 oz. rose -brown color & 32 Type S - 1800 psi @ 28 days oz . Hydrotite Plus /sack COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 - - 7 - - 7 11 —A 12 oz. 9950 2488 OTTO ROSENAU & ASSOCIATES, INC. ,02-7• OTTO RTSENAU & ASSU'; IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 Tacoma (206) 1{504:118M 627 -4477 PROJECT: Southcenter Plaza Building C DATE: 19 July 1990 Supervised grouting of N/A Type S — 1800 psi @ 28 days SPECIMENS ARRIVED IN LAB: 7 -20 -90 WEATHER: Sunny & hot, 85 ° F @ 2 PM. cc: _Owner, _Architect, __Engineer,Contractor, _Masonry Contractor L BIdg. Dept. MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 013 PERMIT NUMBER: 6108 INSPECTOR: W.W. Johnson Simpson's Pat 18 straps from roof on south wall and east wall embedded in block at 4' on center, elev. 13'6" to 14'6 ". Approved Dur —O —Wall DH 213 -0 veneer anchors installed as specified; none installed between 16' to 18' (top of parapet walls). Batch weights: psi required at 28 days Cast cylinders # Cast prisms # All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from and is grade COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SO, IN. Masons were laying block in the following areas: north and west walls — square sill blocks at elev. 2' at store front openings; south wall, line D from 1 to 5, elev. 12'8" to 18'0" (except to 16!8" between lines 1 & 3); line 5, A to D, elev. 12'8" to 14'0 "; porch column piers at east wall adjacent to line 5 @ B & C, elev. 0' -4'8 ". Mortar fins were cleaned off on all grouted cells. Mortar Mix: 1 sack cement, sack Type S lime, 20 shovels sand, 30 oz. rose —brown color & 32 oz. Hydrotite Plus /sack of cement. COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. S0. IN. 7 -19 -90 7 -26 -90 7 12 —A 12 oz. 9450 2363 OTTO ROSENAU & ASSOCIATES, INC. ,,r "'eV-Pe-AA" OTTO RUENAU & ASSC''IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South . Seattle, WA 98118 (206) 725 -4600 Tacoma (206) WOW 627 -4477 MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 014 PROJECT: Southcenter Plaza Building C DATE: 20 July 1990 Supervised grouting of N/A SPECIMENS ARRIVED IN LAB: 7 -23 -90 WEATHER: Sunny & hot, high 80 cc: , _ . Owner, _Architect, _.Engineer, 1 Contractor _Masonry Contractor 1 BIdg. Dept. INSPECTOR: W.W. Johnson PERMIT NUMBER: 6108 Approved Dur —O —Wall DH 213 -0 veneer anchors installed per plans. Batch weights: psi required at 28 days Cast cylinders # Cast prisms # All cells were rodded properly immediately after grouting, All resteel was in place & secured. All resteel is from and is grade COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SO. IN. Masons were laying block in the following areas: east wall at line 5, A to D, elev. 14'0" to 18'0" (top of parapet); south wall at line D from 1 to 3, elev. 16'8" to 18'0" (top of parapet); porch col. piers at line 5 plus 5' at lines B & C from 0 -4'8" elev., and line 1 minus 1' at lines B & C from 0 -4'8" elev. Mortar fins were cleaned off on all grouted cells. Mortar Mix: 1 sack cement, sack Type S lime, 20 shovels sand, 30 oz. rose —brown color Type S — 1800 psi @ 28 days and 32 oz. Hydrotite Plus /sack of cement COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 -20 -90 7 -27 -90 7 13 —A 12 oz. 8100 2025 OTTO ROSENAU &ASSOCIATES, INC. �r�GAgeAr OTTO RCOENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South (206) 725 -4600 • Seattle, WA 98118 Tacoma (206) =MU 627 -4477 MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 015 PERMIT NUMBER: 6108 PROJECT: Southcenter Plaza Building C DATE: 23 July 1990 INSPECTOR: W.W. Johnson Supervised grouting of under store front openings from 0 -1' 8" on south and east walls, line D from 1 to 5 and line 5 from A to D. Approved Dur -O -Wall DH 213-9 veneer anchors installed on north A frame wall as specified. Batch weights: Job site mixed: 2 sacks cement to 2000 psi required at 28 days 48 shovels of a 70/30 pea gravel & sand mix Cast cylinders # Cast prisms # 10 A -C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel Is from Seattle Steel and is grade 60. COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN, 7 -23 -90 7 -30 -90 7 10 -A 3 3/4 "x3 3/4 "x7}" 90112 oz. 55,000 3929 Masons were laying block in the following areas: porch column piers at north wall on line A -1' at 2 and 3 lines, 0 -4'8" elevation; south and east store front wall opening from elevation 1'8" to 2'0" using smooth face, natural color, 10x4x8 sq. sill blocks; north wall on line A between 2 & 3 (A frame) from 18' to 20' elev. Note: Mortar samples made from natural colored mortar used Mortar fins were cleaned off on all grouted cells. with sill blocks. Mortar Mix: 1 sack cement, sack Type S lime, 20 shovels sand (& 18 oz. rose -brown color & 9 oz. Hydrotite Plus /sack of cement) Type S - 1800 psi @ 28 days COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SO. IN. 7 -23 -90 7 -30 -90 7 14 -A 12 oz. 12,450 3113 SPECIMENS ARRIVED IN LAB: 7 - WEATHER: Overcast & 60 -70 ° F. cc: _Owner, _Architect, _Engineer, 1. Contractor _Masonry Contractor 1 Bldg. Dept. OTTO ROSENAU & ASSOCIATES, INC. OTTO RSENAU & ASSC;IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 Tacoma (206) rfNAPC 627 -4477 MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 016 PROJECT: Southcenter Plaza Building C DATE: 24 July 1990 INSPECTOR: J. Ceronsky Supervised grouting of Mortar, fins were cleaned off on all grouted cells. Type S — 1800 psi @ 28 days PERMIT NUMBER: 6108 4. Batch weights: psi required at 28 days Cast cylinders # Cast prisms # All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from and is grade 60. Seattle Steel COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS, LBS. SQ. IN. Masons were laying block in the following areas: pilasters and columns at 5 —9' level at grid A, 2 to 3, B to C on 1 line, and D at 2 to 3 line, and 4 places also at B to C on 5 line. Mortar Mix: 1 sack cement, sack lime, and 20 shovels sand, with 8 oz. Hydrotite & 16 oz. color sack of cement COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 -24 -90 7 -31 -90 7 15 —A 12 oz. 8600 2150 SPECIMENS ARRIVED IN LAB: 7 -25 -90 WEATHER: Overcast, 65 ° F cc: _Owner, _Architect, __Engineer, ,_._Contractor _Masonry Contractor LBldg.'Dept. OTTO ROSENAU & ASSOCIATES, INC. OTTO RG & ASSC IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South Seattle, WA 98118 (206) 725 -4600 Tacoma (206)I3X 627 -4477 MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 017 PROJECT: Southcenter Plaza Building C PERMIT NUMBER: 6108 DATE: 25 July 1990 INSPECTOR: W.W. Johnson Supervised grouting of south wall at line D, 1 to 5; and east wall at line 5, A to D, elev. 12'8" to 18'0 "; porch column piers at line A, 2 to 3, line 1, B to C, elev. 0 - 9'4 ", and four columns at line 5, B to C, 0 -8'8" elev. (steel cells only). Cadman supplied 9 cubic yards of 7 sack, 70/30 Batch weights: plus 2 batches of job mix used: 2 sacks 2000 psi required at 28 days cement to 48 shovels of 70/30 pea gravel and sand Cast cylinders # Cast prisms # 11 A -C (Cadman mix) All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Seattle Steel and is grade 60. COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 7 -25 -90 8 -1 -90 7 11 -A 3 3/4 "x4 "x7i" 94/10 oz. 26,000 .1733 Masons were laying block in the following areas: north (A frame) at line A, 2 to 3, elev. 20' to 26'+ (top); east (A frame) wall at line 5, B to C, elev. 18' to 26'+ (top); and south at line D, 2 to 3, elev. 18' to 26'+ (top); west (A frame) wall at line 1, B to C, elev. 18' to 20'. Note: Approved Dur -O -Wall DH 213 -0 veneer anchors installed on east & south A frames walls Mortar fins were cleaned off on all grouted cells. as specified. Mortar Mix: 1 sack cement, sack Type S lime, 20 shovels sand, 9 oz. Hydrotite Plus & Type S -1800 psi @ 28 days 18 oz. rose -brown color /sack of cemer COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 - 25 - 90 8 - 1 - 90 7 16 — A 12 oz. 14,750 3688 SPECIMENS ARRIVED IN LAB: 7 - - WEATHER: Overcast & some light rain, 60°± cc: _Owner, _ Architect, _Engineer, ..Contractor _Masonry Contractor .J..BIdg. Dept. OTTO ROSENAU & ASSOCIATES, INC. 41-7Re DATE CAST DATE CAST 7 -6 -90 7 -6 -90 7 -6 -90 JOB NUMBER: PROJECT: DATE: 6 July 1990 Mortar Mix: Type S OTTO R6SENAU & ASS � IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 Tacoma (206 b Mf 627 -4477 Southcenter Plaza Building C NOTE: Contractor installed non- reinforced PVC Wascoseal by York Flashing between concrete foundation and bottom side of block and stapled to plywood wall (up 5 "). Roll flashing = 12" wide by .020 thick. Contractor placed asphalt saturated felt (1541) over plywood walls at lines 1 & D. All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Salmon Bay Steel and is grade 60. & Cascade Mills DATE BROKEN Masons were laying block in the following areas: line A, 1 to 5, completed to 1' 8" at window openings and to 4' high. at all other areas; line 1 (west wall), A to D, completed from foundation to as noted above; line D (south wall), 3 to 5, completed 2 courses high. Rope weep holes installed at bottom of bottom course on 32" centers as per plan. Anchors as approved by Mortar fins were cleaned off on all grouted cells. Engineer 7 -5 -90 being installed for all block work. 1 sack cement, sack lime, 20 shovels sand, 30 oz. rose brown color & 32 oz. 1800 psi @ 28 days Hydratite /sack of cement DATE BROKEN 7 -13 -90 8 -3 -90 8 -3 -90 SPECIMENS ARRIVED IN LAB: 7 -9 -90 MASONRY REPORT 90 -185 REPORT NUMBER: 004 7 28 28 3 -A 3 -B 3 -C WEATHER: Partly sunny, 60 °'s to 70 °F cc: _Owner, _Architect, _Engineer, .1Contractor _Masonry Contractor LBIdg, Dept. INSPECTOR: ; :1m/A1g v q uo . et ImileNNEEM ION [Iwo CITY OF TUKWILA PLANNING DEPT. 1#0 oz. 1#0 oz. 1410 oz. PERMIT NUMBER: W.W. Johnson COMPRESSION TEST RESULTS ON GROUT SPECIMENS AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH DAYS SIZE IN LBS. 2 "x4" Mortar Cylinders COMPRESSION TEST RESULTS ON WhOLOCRAFIVIMIKANIGMBet AGE IN SPECIMEN WEIGHT ULT. STRENGTH DAYS NUMBER IN LBS. 7450 10,600 10,450 6108 STRENGTH LBS. SQ. IN. STRENGTH LBS. SQ. IN. 2371 3374 3326 OTTO ROSENAU & ASSOCIATES, INC. sl/iP "1'0~ OTTO Rcr 3ENAU & ASSN IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747M. L. King Way South Seattle, WA 98118 (206) 725 -4600 Tacoma (206) X04» 627 -4477 MASONRY REPORT JOB NUMBER: 90 - 185 REPORT NUMBER: 005 PROJECT: Southcenter Plaza Building C PERMIT NUMBER: 6108 DATE: 9 July 1990 INSPECTOR: W.W. Johnson Supervised grouting of CMU consisting of 6x8x16, 6x8x8, split face rose brown and smooth face gray units and 8x8 black.Spectraglaze. Grouted north wall at line A, 1 to 5; west wall at line 1, A to D; south wall at line D, 1 to 3; first lift, 0 -4'. Except no grout to 1'8" under window opening at this time. Contractor installed Wascoseal flashing, 15# asphalt saturated felt, rope weep holes at bottom of bottom course on 32" centers, and installed the approved veneer anchor units as required. All per City approved plans and specifications and/ or Engineer approval. Rope weep holes, Wascoseal flashing at bottom block were all 100% Batch weights: Job mixed: 2 sacks cement to 30 shovels 2000psi required at 28 days completed today. of 70/30 pea gravel and sand mix Cast cylinders # Cast prisms # 3 A -C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Salmon Bay Steel and is grade 60. & Cascade Mills COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS, SQ. IN. 7 -9 -90 7 -16 -90 7 3 -A 3 3/4 "x4 "x7i" 91/14 oz. 54,000 3600 7 -9 -90 8 -6 -90 28 3 -B 3 3/4 "x4 "x7}" 91/14 oz. 66,500 4433 7 -9 -90 8 -6 -90 28 3 -C 3 3/4 "x4 "x7}" 9#12 oz. 68,000 4533 Masons were laying block in the following areas: completed south wall, line D,, 1 to 5; east wall, line 5, A to D, 1st lift to 4' and to 1'8" at window opening; north wall at line A at corner areas, 1 to 5, from 4' to 8', with electrical outlet and Spectraglaze. Mortar fins were cleaned off on all grouted cells. Mortar Mix: 1 sack cement, } sack lime, 20 shovels sand, 30 oz. rose brown color & 32 oz. Type S- 1800 psi @ 28 days Hydratite /sack of cement. COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 -9 -90 7 -16 -90 7 4 -A 12 oz. 17,050 4263 7 -9 -90 8 -6 -90 28 4 -B 12 oz. 18,650 4663 7 -9 -90 8 -6 -90 28 4 -C 12 oz. 18,900 4725 SPECIMENS ARRIVED IN LAB: 7 -10 -90 WEATHER: Hot & sunny, to high 70 cc: __ Owner, _Architect, _Engineer, ..L .Contractor _Masonry Contractor t Bldg, Dept. OTTO ROSENAU & ASSOCIATES, INC. OTTO R63ENAU & ASSIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South . Seattle, WA 98118 (206) 725 -4600 Tacoma (206) 73tOc 627 -4477 MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 006 PROJECT: Southcenter Plaza Building C Mortar fins were cleaned off on all grouted cells. Type S — 1800 psi @ 28 days SPECIMENS ARRIVED IN LAB: 7 -11 -90 WEATHER: Sunny, 68 ° -80 ° + cc: _Owner, _Architect, _Engineer, _.1Contractor _Masonry Contractor _1BIdg. Dept. PERMIT NUMBER: 6108 DATE: 10 July 1990 INSPECTOR: W.W. Johnson Supervised groutingof CMU consisting of 6x8x16, 6x8x8 split face rose brown and smooth face gray units and 8x8 black Spectraglaze. Grouted south wall at line D, 3 to 5, and east wall at line 5, A to D, 1st lift to 4'. Grout under store front openings from 0 -1'8" today at north wall, line A, only. Note: At 11:20 AM, Mr. Bhagat, the Engineer, verbally approved a 6' grout lift w /bond beam at 4' for all walls, 2nd lift from 4' to 10' (bottom of lintels = 10'). Batch weights: Job site mixed: 2 sacks cement to 2000 psi required at 28 days 40 shovels of 70/30 pea gravel and Cast cylinders # sand mix Cast prisms # 4 A - All cells were rodded properly immediately after grouting, All resteel was in place & secured. All resteel is from Salmon Bay Steel and is grade 60. & Cascade Mills COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ, IN. 7 -10 -90 7 -17 -90 7 4 -A 4 "x4 "x7 3/4" 101110 oz. 47,500 2969 7 -10 -90 8 -7 -90 28 4 -B 3 3/4 "x4 "x7}" 91110 oz. 74,000 4933 7 -10 -90 8 -7 -90 28 4 -C 4 "x4 "x71" 10116 oz. 78,500 4906 Masons were laying block in the following areas: north wall at line A, 1 to 5, from 4' to 10' with bond beam @ 8'; west wall at line 1, A to D, form 4' to 9'4 ". Approved veneer anchors installed as specified. Mortar Mix: 1. sack cement, sack lime, 20 shovels sand, 30 oz. rose brown color and 32 oz. Hydrotite /sack fo cement. COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 - 10 - 90 7 - 17 - 90 7 5 -A 12 oz. 16,150 4038 7 -10 -90 8 -7 -90 28 5 -B 12 oz. 20,450 51.13 7 -10 -90 8 -7 -90 28 5 -C 12 oz. 20,050 5013 OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South Seattle, WA 98118 (206) 725.4600 • Tacoma (2066 627 -4477 JOB NUMBER: 90 -185 REPORT NUMBER: 007 PROJECT: Southcenter Plaza Building C Mortar fins were cleaned off on all grouted cells. Type S — 1800 Psi @ 28 days 7 -11 -90 7 -18 -90 7 6 —A 12 oz. 7 -11 -90 8 -8 -90 28 6 —B 12 oz. 7 -11 -90 8 -8 -90 28 6 —C 12 oz. SPECIMENS ARRIVED IN LAB: 7 -12 -90 WEATHER: Sunny, 70 -90 ° + cc: __Owner, _Architect, Engineer, 1.Contractor _Masonry Contractor .1BIdg. Dept. OTTO Rd'3ENAU & ASSO(, IATES, INC. MASONRY REPORT PERMIT NUMBER: 6108 DATE: 11 July 1990 INSPECTOR: W.W. Johnson Allgata#COMMUCX CDIU consisting of 6x8x16, 6x8x8 split face rose brown and smooth face natural color units and 8x8 black Spectraglaze. Approved veneer anchors installed as specified and approved by Engineer. Batch weights: psi required at 28 days Cast cylinders # Cast prisms # All cells were rodded properly immediately after grouting. All resieel was in place & secured. All resteel is from Salmon Bay Steel and is grade 60. 14,450 18,550 18,650 & Cascade Mills COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. Masons were laying block in the following areas: west wall on line 1, A to D, ,9' 4" to 10' (bottom of lintels); south wall on line D, 1 to 5, from 4' to 10' with bond beam rebar @ 8'; east wall on line 5, A to D, from 4' to 8'. Mortar Mix: 1 sack cement, sack lime, 20 shovels sand, 30 oz. rose brown color and 32 oz. Hydratite /sack of cement COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 3613 4638 4663 OTTO ROSENAU & INC. i i PROJECT: OTTO R( 3ENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 JOB NUMBER: 90 -185 • Southcenter Plaza Building C DATE: 26 July 1990 INSPECTOR: W.W. Johnson Supervised grouting of CMU, 6x8x16, 6x8x8 split face, rosebrown smooth face. natural color, and black spectraglaze including porch G1 piers 8x8x16, 8x8x8 as noted above. No grout today. NOTE: Approved dur -o -wall DH213 -0 veneer anchors installed on West A frame walls @ 16" on center horizontal & 24" on center vertical as specified. Batch weights: psi required at 28 days NO GROUT TODAY . Cast cylinders # Cast prisms # All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from 60 and is grade Seattle Steel COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. Masons were laying block in the following areas: West A frame wall line 1 B to C elevation 20' to top 26' +. Porch pier columns line D + 1' at grid lines 2 & 3 from elevation 0' to 5'4" & 9'4" & line $ + 1' at center line from 9'4" to 13'4 ". Mortar fins were cleaned off on all grouted cells. Tacoma 6) ©} 7 77 Mortar Mix: 18 oz. rosebrown, 9 oz. hydrotite, 1 sk. cement, sk. Lime Type S - 1800 psi @ 28 days Cast Cubes: 17 A -C COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 -26 -90 8 -2 -90 7 17 -A 12 oz. 12,450 3113 SPECIMENS ARRIVED IN LAB: 7 -27 -90 WEATHER: overcast, 68° cc: _Owner, _Architect, _Engineer, L_.Contractor _Masonry Contractor .LBldg. Dept. MASONRY REPORT REPORT NUMBER: 018 PERMIT NUMBER: 6108 OTTO ROSENAU & ASSOCIATES, INC. 4 JOB NUMBER: 90 -185 OTTO R SENAU & ASSC CIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South Seattle, WA 98118 (206) 725 -4600 Tacoma (206)M.120-4 7 7 PROJECT: South Center Plaza Building C DATE: 27 July 1990 Supervised grouting of CMU 6x8x16, 6x8x8 split face, rose brown, smooth face, natural color and black spectra glaze. Including porch column 8 x 8 x 8 as noted above. Grouted 4" A frame walls from elevation 18' to 26' on lines A - 2 to 3 1 & 5 B to C, line D 2 to 3. Porch columns line D + 1, D +5 4 places at 2 & 3 from 0' elevation to 9'4" elevation. Line 1 -1' line A -1' at B & C 2 & 3 from 9'4" to 13'4" elevation line 5 + 1 + 5' with cross over at B & C from 9'4" elevation to 13'4" Batch weights: 7 sk. 70/30 sand, 96011 pea gravel 2000 psi required at 28 days Cast cylinders * Cast prisms # 12 A —C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Seattle Steel and is grade 60 , COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 7 - 27 - 90 8 - - 90 7 12 - 3 3/4 "x4 "x71" 91112 oz. 52,500 3500' Masons were laying block in the following areas: porch pier columns line D + 1' @ 2 line and line D +5' at 2 line from 5'4" to 9'4" and line 1 —1' B & C. Line A —1' 2 & 3 = 4 places from 9'4" to 13'4" elevation. Line 5 —1' and line 5 +5' with crossovers at B & G from elevation 10' at C line to 13'4" and from 9'4" elevation at B line to 13'4 ". Mortar fins were cleaned off on all grouted cells. Mortar Mix: 18 oz /sk. rosebrown color, 1 sk. hydrotite pluse, sk. lime, 1 sk. cement, 20 l yp : sh180u psi'l8 d days Cast Cubes: 18A —C COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 - - 8 - - 7 18 —A 12 oz. 16,550 4138 SPECIMENS ARRIVED IN LAB: 7 -30 -90 WEATHER: overcast sunny 65 — 80° cc: _Owner, _Architect, _Engineer, 1 Contractor — Masonry Contractor IBIdg. Dept. MASONRY REPORT REPORT NUMBER: 019 PERMIT NUMBER: 6108 INSPECTOR: W.W. Johnson OTTO ROSENAU & ASSOCIATES, INC. JOB NUMBER: OTTO R& & ASSCLIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South . Seattle, WA 98118 (206) 725 -4600 • Tacoma (206)M81414 7 7 MASONRY REPORT 90 - 185 REPORT NUMBER: 020 PROJECT: South Center Plaza Building C DATE: 30 July 1990 Supervised grouting of NO GROUT TODAY. INSPECTOR: W.W. Johnson PERMIT NUMBER: 6108 Batch weights: psi required at 28 days Cast cylinders # Cast prisms # All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Seattle Steel and is grade 60 COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. Masons were laying block in the following areas: porch column piers: crossovers from line 5 to line 5 + 6' to line B & C from elevation 13'4" to 18', line A +1' @ 2 & 3. Line 1 + 1' at B & C from elevation 13'4" to 18' Line D +1', line D + 5 at 2 & 3 (4 places) from elevation 9'4" crossovers from elevation 10'. Place to elevation 18'0" at line 2 Mortar fins were cleaned off on all grouted cells. to elevate 18' 0" at line 3 (top) Mortar Mix: 20 shovels sand, sk. lime, 1 sk. cement, 18 oz. /rosebrown /sk. Type S — 1800 psi @ 28 days CAST CUBES: 19 A -C COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 -30 -90 8 -6 -90 7 19 -A 12 oz. 12,100 3025 SPECIMENS ARRIVED IN LAB: 7 -31 -90 WEATHER: Sunny & Hot 65 - 92 cc: _Owner, _Architect, _Engineer, LContractor __Masonry Contractor ....Bldg. Dept, OTTO ROSENAU & ASSOCIATES, INC. rf: OTTO ROSENAU & ASSOCIATE CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: Southcenter Plaza, Building C ,_-- : :::130Latrander Blvd., Tukwila PERMIT NUMBER: 6108 Ladies/ ent}:emen : - •-- •--- `- '" Types' of Inspection: Reinforcing steel Reinforced concrete Reinforced masonry Nailing Bolting U D 1 O V1 : UAL ^• � Very truly yours, 27 August 1990 ( n901 L FJMC T G 29 1990 We herewith certify that we have completed the following types of inspection and testing on this project. To the best of our knowledge, all work inspected is according to approved plans and specifications. Our knowledge is limited to the contents of our inspeciton reports. Copies of.all reports have been submitted to your office or are enclosed. Please note: Some of the 28 -day breaks have not yet occurred, but in' all those cases, the 7 -day breaks made the required strength. OTTO ROSENAU & ASSOCIATES, INC. OTTO ROSCNAU & ASSOCiATES, INC. PROJECT: Southcenter Plaza Building C ADDRESS: 330 Strander Blvd., Tukwila ARCHITECT: CONTRACTOR: Lumpkin INSPECTOR AND DATE R. Bogle 6 -22 -90 cc: Owner Architect Engineer 1.Contractor 1.3Ida. Dept. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 CONSTRUCTION INSPECTION REPORT INSPECTOR'S REMARKS AUDI° r� MYN 111111L�I11 2919`. CITY O ' " bqt PERMIT NUMBER: 6108 JOB NUMBER: 90 -185 ENGINEER: INSPECTED AT: Job Site Inspected and approved the resteel and forms in foundation and slab on grade together lines A to D and 1 to 5. Resteel as per approved plans and specifications except line #4 at line A of D should be reinspected for proper clearances before placement. Resteel is grade 60, as specified, from Seattle Steel and Salmon Bay. T. Coop Inspected and approved the resteel and forms in footing on line 6 -25 -90 4 between A and D. The clearance were made before placement. Resteel is grade 60, as specified, from Seattle Steel & Salmon Bay. W.W. Johnson Per Contractor's request, I checked the shear walls 0" plywood) and others 7 -6 -90 for specified nailing at line 1, A to D, and line D, 1 to 5. The nailing was in compliance with City approved plans and specifications. At shear walls - 3" centers at all blocked edges and 12" centers in field. Other walls - 6" centers at stud edges and 12" centers in field, using 8d gun grade nails. W.W. Johnson Per Contractor's request, checked the }" thick plywood wall sheathing for 7 -9 -90 specified nailing on the east wall, line 5, A to D, and found that all nailing was in compliance with City approved plans and specifications. Nailing was at 6" centers at stud edges and 12" centers in field, using 8d gun grade nails. The wall nailing 100% completed today. R. Bogle & Inspected and approved the 6x6 welded wire mesh reinforcing and forms for D. Spicer sidewalks from N.W. corner of new structure proceeding south to S.W. corner, 8 -16 -90 from S.W. corner proceeding eastward to S.E. corner, from S.E. corner proceeding north to N.E. corner. These sidewalk slabs on grade are reinforced according to approved plans and specifications. E.F. Jones Inspected bolt -up on structural steel beams located in section B to C, lines 8 -24 -90 1 to 5. 5/8 ", 3/4 ", & 7/8" A -307 bolts used and found to be in accordance with approved plans. This report is the exclusive property of our firm for use in producing a final report to obtain a Certificate of Occupancy. Use of this report by any other person or firm is strictly prohibited without written permission from our firm. This report may be a matter of public record at government agencies rarnrri for vi eWi nn only. not for personal 6 -25 -90 6 -25 -90 6 -25 -90 CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South 7 -2 -90 7 7 -23 -90 28 7 -23 -90 28 cc: Owner ' Architect 1 'BIdg. Dept. Engineer Batch Plant • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 CONCRETE REPORT 1 -A 29 #12 oz. 113,000 1 —B 29#10 oz. 144,000 1 —C 29 #12 oz. 139,000 OTTO RCSENAU & ASSC:IATES, INC. 001 PERMIT NUMBER: 6108 JOB NUMBER: 90 -185 REPORT NUMBER: PROJECT: Southcenter Plaza Building C DATE: 25 June 1990 INSPECTOR: T. Coop I inspected placement of . . 130 cubic yards of 5i sack, 3,000 psi concrete from 4iles Sand & Gravel , in the following areas: footings & slab on grade Mix Number: 09 between 1 & 5 and A & D. Concrete was placed via pump and it was vibrated internally. Slump range 4" to 5'' Batch weights per cubic yard: 517 # Type I /II cement, 1390 #sand, 1850 # 7/8" agg . # # oz. per 100# of cement. oz. per 100# of cement, Cast specimens # 1 A —C at 10 cubic yards with a 4 " slump. Del, ticket # 142745 Cast specimens # at cubic yards with a " slump. Del. ticket # Cast specimens # at cubic yards with a " slump. Del. ticket # Weather: 65 sunny. Concrete Temperature: 70° CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 6 - - COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28:3 SQ. IN.) DATE DATE AGE IN SPECIMEN ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER WEIGHT IN LBS LBS /SQ. IN. 3997 5093 4916 OTTO ROSENAU & ASSOCIATES INC. JOB NUMBER: 90 - 185 REPORT NUMBER: 002 PERMIT NUMBER: 6108 PROJECT: cc: Owner Architect Engineer OTTO R &SENAU & ASS . CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 Southcenter Plaza, Building C CONCRETE REPORT DATE: 16 August 1990 INSPECTOR: R. Bogle & D. •Spicer I inspected placement of 40 cubic yards of 4} sack, 2500 psi concrete from Miles , in the following areas: sidewalks from N.W. corner of new Mix Number: 24 structure proceeding south to S.W. corner, form S.W. corner proceeding eastward to S.E. corner, from S.E. corner proceeding north to N.E. corner. Concrete was placed via chute and it was vibrated internally, Slump range 3 " - ". Batch weights per cubic yard: 423 # Type I /II cement, 1470 # sand, 1780 # 7/8" ,agg. # , # , oz. per 100# of cement. oz. per 100# of cement. & 5% ( ±1 %) Mic (air) . Cast specimens # 2 A —C at 24 cubic yards with a 4i " slump. Del, ticket # 150101 Cast specimens # at cubic yards with a " stump. Del, ticket # Cast specimens # at cubic yards with a " slump. Del. ticket # Weather: Clear /68 °F. Concrete Temperature: 69 ° F CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 8 - - COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SO. IN.) DATE DATE AGE IN SPECIMEN UTL. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER WEIGHT IN LBS LBS /SO. IN. 8 -16 -90 8 -23 -90 1 -. Contractor 1— Bldg. Dept. Batch Plant 2 -A 29#4 oz. 86,000 3042 OTTO ROSENAU & ASSOCIATES, INC. 4 - ', .l�..s 0. D -- OTTO R(C.SENAU & ASSd :;IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South (206) 725 -4600 SPECIMENS ARRIVED IN LAB: 7 -30 -90 WEATHER: overcast sunny 65 - 80 cc: _Owner, _Architect, _Engineer, 1 Contractor _Masonry Contractor 1BIdg. Dept. Seattle, WA 98118 Tacoma (206) MT 7 7 MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 019 PROJECT: South Center Plaza Building C PERIMIT �Mg[IV(AI P -I SEP 4 1990 DATE: 27 July 1990 INSPECTOR: W.W. Johnson Supervised grouting of CMU 6x8x16, 6x8x8 split face, rose brown, smooth face, natural color and black spectra glaze. Including porch column 8 x 8 x 8 as noted above. Grouted 4" A frame walls from elevation 18' to 26' on lines A - 2 to 3 1 & 5 B to C, line D 2 to 3. Porch columns line D + 1, D +5 4 places at 2 & 3 from 0' elevation to 9'4" elevation. Line 1 -1' line A -1' at B & C 2 & 3 from 9'4" to 13'4" elevation line 5 + 1 + 5'. with cross over at B & C from 9'4" elevation to 13'4" Batch weights: 7 sk. 70/30 sand, 9604E pea gravel 2000 psi required at 28 days Cast cylinders # Cast prisms # 12 A -C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Seattle Steel and is grade 60 , COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SO. IN. 7 -27 -90 8 -3 -90 7 12 -A 3 3/4 "x4 "x71" 94112 oz. 52,500 3500 7 -27 -90 8 -24 -90 28 12 -B 4 "x4 "x71" 10418 oz. 75,500 4719 7 -27 -90 8 -24 -90 28 12 -C 3 3/4 "x4 "x7}" 10414 oz. 70,500 4700 Masons were laying block in the following areas: porch pier columns line D + 1' @ 2 line and line D +5' at 2 line from 5'4" to 9'4" and line 1 -1' B & C. Line A -1' 2 & 3 = 4 places from 9'4" to 13'4" elevation. Line 5 -1' and line 5 +5' with crossovers at B & G from elevation 10' at C line to 13'4" and from 9'4" elevation at B line to 13'4 ". Mortar fins were cleaned off on all grouted cells. MortarMix: 18 oz /sk. rosebrown color, 1 sk. hydrotite pluse, sk. lime, 1 sk. cement, 20 t- olorgd : sh 0 psS 8 days Cast Cubes : 18A -C COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 -27 -90 8 -3 -90 7 18 -A 12 oz. 16,550 4138 7 -27 -90 8 -24 -90 28 18 -B 10 oz. 21,850 5463 7 -27 -90 8 -24 -90 28 18 -C 10 oz. 21,600 5400 OTTO ROSENAU & ASSOCIATES, INC. JOB NUMBER: OTTO RCSENAU & ASSC .IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 • Tacoma (206)nrg 7 7 PROJECT: South Center Plaza Building C DATE: 30 July 1990 Supervised grouting of NO GROUT TODAY. SPECIMENS ARRIVED IN LAB: 7 -31 -90 WEATHER: Sunny & Hot 65 — 92 cc: __Owner, _Architect, _Engineer, 1_.Contractor _Masonry Contractor 1_Bldg. Dept. MASONRY REPORT 90 -185 REPORT NUMBER: 020 INSPECTOR: W.W. Johnson PERMIT NUMBER: 6108 Batch weights: psi required at 28 days Cast cylinders # Cast prisms # All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Seattle Steel and is grade 60 COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. Masons were laying block in the following areas: porch column piers: crossovers from line 5 to line 5 + 6'' to line B & C from elevation 13'4" to 18', line A +1' @ 2 & 3. Line 1 + 1' at B & C from elevation 13'4" to 18' Line D +1', line D + 5 at 2 & 3 (4 places) from elevation 9'4" crossovers from elevation 10'. Place to elevation 18'0" at line 2 Mortar fins were cleaned off on all grouted cells. to elevate 18' 0" at line 3 (top) MortarMix: 20 shovels sand, sk. lime, 1 sk. cement, 18 oz. /rosebrown /sk. Type S — 1800 psi @ 28 days CAST CUBES : 19 A —C COMPRESSION TEST RESULTS ON 2" MORTAR CUBES Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 -30 -90 8 -6 -90 7 19 —A 12 oz. 12,100 3025 7 -30 -90 8 -27 -90 28 19 —B 10 oz. 17,850 4463 7 -30 -90 8 -27 -90 28 19 —C 10 oz. 17,600 4400 OTTO ROSENAU & ASSOCIATES, INC. OTTO RCSENAU & ASSG.;;IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South Seattle, WA 98118 (206) 725 -4600 Tacoma (206 1 8 7 7 MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 021 PROJECT: South Center Plaza C Mortar fins were cleaned off on all grouted cells. SPECIMENS ARRIVED IN LAB: 8 -1 -90 WEATHER: overcast 64 to 70 cc: _,_Owner, _Architect, _Engineer, .Contractor — Masonry Contractor .. LBIdg. Dept. CAST CUBES: 20 A -C PERMIT NUMBER: 6108 DATE: 31 July 1990 INSPECTOR: W.W. Johnson _ Supervised grouting of CMU, grouted double 6" CMU crossover walls line 5 to line 5 + 6' at B & C from elevation 13'4" to 18'0 ". Grouted porch columns line D + 1 and D + 5' at 2 & 3 from 9'4" to 13'4" elevation and with 2 double cross over walls from 10' to 18' elevation. Grouted (4 places) porch columsn from 13'4" to 18' elevation at lines 1 and 1 +1' at B & C and line A + 1' at 2 & 3 (See Note Below) Batch weights: 7 sk. 70/30 pea mix - Stoneway 2000 psi required at 28 days 65841 cement, 218041sand, 96041 pea gravel Cast cylinders* Cast prisms # 13 A -C All cells were rodded properly immediately after grouting. All resteel was In place & secured. All resteel is from Seattle Steel and is grade 60 COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 7 -31 -90 8 -7 -90 7 13 -A 3 3/4 "x3 3/4 "x7}" 10412 oz. 52,500 3750 7 - - 8 - - 28 13 -B 3 3/4 "x4 "x7i" 94114 oz. 78,500 5233 7 -31 -90 8 -28 -90 28 13 -C 3 3/4 "x3 3/4 "x7}" 9#8 oz. 72,000 5143 Masons were laying block in the following areas: double 6" CMU connection walls (4 places) under openings porch column piers line 5 + 1' to line 5 + 5' at B & C and line D + 1 to line D + 5' at ,2 & 3 from elevation 0' to 2'. Mortar Mix: Colored: 11 18 oz /sk. rosebrown color, 9 oz. /sk. Hydrotite Plus, 1 sk. cement, ?ype li e ' - 20 1glie0 $28sia sl COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 -31 -90 8 -7 -90 7 20 -A 12 oz. 15,050 3763 7 -31 -90 8 -28 -90 28 20 -B 11 oz. 18,850 4713 7 -31 -90 8 -28 -90 28 20 -C 10 oz. 19,050 4763 OTTO ROSENAU & ASSOCIATES, INC. Gentlemen: • re I S. °.,...A " ( k Lumpkin,::.Inc. 1627 Eastlake Avenue East Seattle, WA 98102 Attns: Raplh Roberge Re: :City . of Tukwila Final Inspection 'Subj.: South Center Plaza Building "C" 281 Andover Park West Tukwila, Washington 8001 5TH AVENUE SOUTH SEATTLE, WASH. 98108 PHONE 762 -0170 August .24;. 1990 Custom Roofing has installed a new built up roofing: membrane in compliance with the following specifications Owens Corning Specification # 31 -NO Per Owens- Corning specifications this roof has a Class "A" rating over a plywood deck. Please see copy o UL Specification index attached. Sincerely Custom Roofing, Inc. Interply/ Surfacing/ Slope Bitumen Type Materials per 100 ft Interply Base Ply 1 ply Felts 2 plies Bitumen 0-1/2" II, III 50 lbs 1 /2 -3" III 50 lbs 0 -3" Perma Mop 50 lbs 3 -6" IV 40 lbs 3 -6" Perma Mop 40 lbs Surfacing Asphalt 0 -3" III 25 lbs 0 -3" Perma Mop 25 lbs 3 -6" IV 20 lbs 3 -6" Perma Mop 20 lbs PERMA CAP 75 lbs Naliable Deck a. a ()WINS I ()n NINI, FIBERGLAS 36" a. r 6 1!.. ` • ...L • Intermediate Fasteners a. 18" o.c. 4 2 • • A 2" eldolap 27" Nailable /Cap Sheet Asphalt 33 -NC' Parma Mop 33E -NC' PERMA PLY-fl 1 12" Sidelep Nails U 4 2 cc a 36" 18" 4 u a 2" sidelap PERMA CAP Nominal Installed Weight -177 lb /100 ft' Nominal weights provided for design consideration. Application of Base Ply' Apply PERMA PLY base ply with 2" (min. 1 ") side laps and end laps. Mechanically secure maximum 9" o.c. at side laps and maximum 18" o.c. on two lines 11 -13" from each edge (staggered). Mechanical securement using mechanical fasteners recommended by the deck manufacturer, Large -head Simplex nails (minimum ' %a head diameter), the Berryfast Tapefast system, or the Senco Fastening system may be used on wood or plywood decks only. To minimize wrinkles and buckles allow enough time for base ply to relax unrolled prior to attachment. Application of Plies Embed two plies of PERMA PLY in shingle fashion (starter sheets required), lapping 19" into uniform solid moppings of hot bitumen, using 23 -45 lb /100 ft' per ply. Starter plies should be cut to dimen- sions so as to preclude coincident side laps to the base ply. Plies may be left exposed up to six months without surfacing. Application of Mineral Surface Embed nominal 12 -ft. lengths of PERMA CAP (18 -ft. in Area III) with 2" (min. 1 ") side and end laps into a uniform solid mopping of hot bitumen, using 20 -30 lb /100 ft? PERMA CAP end laps shall be staggered minimum 3 ft. 33.NC end 32•NC are recommended over lightweight concrete In the following states: Texas, Georgia, South Carolina, Alabama, Louisiana, Mississippi, Florida, California Area III, and Arizona Area III. 31 -NC Is not recommended for application over lightweight concrete, 2 Base Ply —may be specified PERMA PLY No. 28, PERMA PLY IV, PERMA PLY -B, or PERMA PLY-R. If PERMA PLY No. 28 base sheet not used, base ply used must be the same as the ply felts. 36" =1. 32 -NC' 3. 1-N 32E -NC' 31E -NC PERMA PLY-6 PERMA PLY-1V General Note All general instructions contained in the General Requirements section of Owens- Corning Built -Up Roofing Products Reference and Application Guide, Pub. No. 5 -RW -13121 shall be considered part of this specification. Drainage Roof decks must be graded to drain all water freely. Drains shall be sufficient In number and size to assure rapid elimination of water from the roof surface. Nailing Ply felts must be back nailed on inclines exceeding 2" per foot. On slopes between 2" and 3" per foot, back nailing shall not exceed 8 foot on center. On slopes greater than 3" per foot, back nailing shall not exceed 48" on center. Felts are to run parallel to the incline and must be secured 18" in from the back edge of the felt, Each nail must be covered by succeeding plies. High temperature areas may require nailing on lower slopes. Ply I dim lu {{ Ply Fdeu • PLIIMA I'tY I Ph. Areas 1i, III -. U•ck nl INy I n NI,d Flashing. See Flashing Section of Owens-Corning Built -Up Roofing Products Reference and Application Guide, Pub. No. 5- RW- 13121, PERMA PLY-R, PERMA PLY-6 & PERMA PLY-1V UL Specification Index Roof Insulation Class A PERMA PLY-11 PERMA PLY-6 PERMA PLY -IV Slope Deck Min. Thickness Max, Thickness Gravel 43-TG 42 TG 4170 3" NC,C,PL %" FG Unlimited 43E-TG 42E-TG 41ETG 3" 43P-TG 42P-TG 41P -TG %" 43 -IG 42 -IG 41 -IG 3' NC,C,PL IA' FG, 'A" P,14" Won NC dock only Unlimited 43E -IG 42E -IG 41E -IG 3" NC,C,PL AC Foam 11' max. slope for PLI 4" max. 43P-I0 42P•I0 41P -IG X" NC,C,PL 33•G 32-TG 31-TG 3' NC,C,PL 1:" FG Unlimited 33E-TG 32E-TG 31E-TG 3' NC,C,PL 33P-TG 32P-TG 31P -TG b" NC,C,PL 33 -IG 32 -IG 31 -I13 3' NC,C,PL %" FG, %" P,' :" Won NC dock only Unlimited 33E -IG 325 -IG 31E -IG 3' NC,C,PL 33P -IG 32P -IG 31P -IG '4" NC,C,PL 23T0 22-TG 21-TG 3' NC,C,PL 'A" FG Unlimited 23E-TG 22E-TG 21E-TO 3' NC,C,PL 23P-TG 22P -TG 21P -TG S" NC,C,PL 43 -NG 42 -NG 41 -NG 3' NC,C,PL NA 43E -NG 42E -NG 41E -NG 3" NC,C,PL 43P -NG 42P -NG 41P -NG /.' . NC,C,PL 33 -NG 32 -NG 31 -NG 3' NC,C,PL NA 33E -NG 32E -NG 31E -NG 3' NC,C,PL 33P -NG 32P -NG 31P -NG 'b" NC,C,PL 43 -X0 42 -XG 41 -XG 3' NC,C,PL NA 43E -XG 42E -XG 41E•XG 3" NC,C,PL 43P-X0 42P-X0 41P -XG 'h' NC,C,PL 33 -XG 32-XG 31 -XG 3" NC,C,PL NA 33E -XG 32E -XG 31E -XG 3'. NC,C,PL 33P -XG 32P -XG 31P-XG K' NC,C,PL Mineral Cap 43-TC 424C 41TC 2" NC,C,PL 3 /." FG Unlimited 43E-TC 42ETC 41E4C Unlimited 43 -IC 42-IC 41 -IC 1" NC,C,PL '4' FG, V' P max, 1" slope A max, 1' slope Unlimited 43E -IC 42E -IC 41E -IC 2" NC 'h" P, '/." W Unlimited 33TC 32TC 31TC 2" NC,C,PL 34* PG Unlimited 33E-TC 32E4C 31ETC 33 -IC 32 -IC 31 -IC . 1" NC,C,PL FG, q W, A max, 1' slope Unlimited ' 33E -IC 32E -IC 31E -IC 2" NC,C,PL '/.' P Unlimited 23-TC 22-TC 21-TC 2" NC,C,PL 3 ,4" PG Unlimited 23E-TC 22E-IC 21E-TC 43 -NC 43 -NC 41 -NC 1" NC,C,PL . NA 43E -NC 43E -NC 41E -NC 2' NC 33 -NC 32 -NC 1 ". NC,C,PL NA 33E -NC 32E -NC 31E -NC 2' NC 43 -XC 42 -XC 41 -XC 1" NC,C,PL NA 43E -XC 42E-XC 41E -XC 2" NC 33 -XC 32 -XC 31 -XC 2" NC,C,PL NA 33E -XC 32E -XC 31E -XC 2" NC Emulsion 43-TS 42-TS 41-TS 3" NC 'h" FG, 34" P 1" max, 43ETS 425TS 41ETS 14" NC %.' FG, %' P,',4" W, A 4" max. 43 -IS 42 -IS 41 -IS 3" NC i4" FG, i4" P 1' max. 43E -IS 425 -IS 41E -IS /," NC %'' FG, V' P, %'' W, A 4` max, 33-ES 32-TS 31TS 3" NC *" FG, 3 /.' P 1" max. 33E-TS 32E-TS 31ETS h" NC 3 4" FG, Y" P, %"W, A 4' max, 33 -IS . 32 -IS 31 -IS 3" NC 'b" FG, 3:" P 1" max. 33E•IS 325 -IS 315.16 h" NC 1: "FG,'4" P. 9." W, A 4" max. 43 -NS 42 -NS 41 -NS 3" NC NA 43E -NS 42E -NS 41E -NS 43 -XS 42 -XS 41 -XS , 3' NC NA 43E -XS 425 -XS 41E -XS Aluminum and 43-TS 421S 41 -TS. 2" NC FG 1" max. Acrylic 43E-TS 42E-TS 41ETS, : 14" NC FG Unlimited 'h" NC FG 4" max, 43 -IS 42.16 41•IS . •, 2" NC FG, P 1" max. 43E -IS 425 -IS 41E -IS h" NC FG, P, W, ISO Unlimited 'h " . NC FG, P, W, AC . 4" max. 33-TS 32-TS 31-TS 2' NC FG 1' max, 33E-TS 32E1S 31E-TS '/." NC FG Unlimited h" NC FG 4" max, 33 -IS . 32 -IS 31.18 2" NC PG, P 4' max. 33E -IS 325.15 315.15 'h" NC FG, P, W, ISO Unlimited %.' NC FG, P, W, AC 4" max. 43 -NS 42 -NS 41 -NS : '/.' • NC NA 43E -NS 42E -NS 41E -NS '. 'h" NC 43 -XS 42 -XS 41 -XS '/." NC NA 43E -XS 42E -XS 41E -XS 'h" NC 0 `ROSEN U & ASSOC TEL io .2067232221 OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. 1. King Way South • Seattle, WA 98118 (206) 7254600 • Tacoma 627.4477 • Fax (206) 723.2221 City :of Tukwila Building Division 6200 Southcenter Blvd.. Tukwila, Washington 98188 Project: Southcenter Plaza, Building C. 330 Strander Blvd., Tukwila PERMIT NUMBER: 6108 Ladies /Gentlemen: Copies of A g, 27 , 90 14 :52P.02 a� 27 August 1990 We herewith certify that we have completed the following types of inspection and testing on this project. To the best of our knowledge, all work inspected . is according to approved plans and specifications. Our knowledge is limited to the contents of our inspeciton reports. Types' of Inspection: Reinforcing steel Reinforced concrete Reinforced masonry Nailing Bolting all reports have been submitted to your . office or are enclosed. .Please note: Some of the 28 -day breaks have not yet occurred, but in all` those cases, the 7 -day breaks made the required strength. Very truly yours, OTTO ROSENAU & ASSOCIATES, INC. OTTO ROSENRU & ASSOC. TEI1 ,0.2067232221 OTTO ROSENAU & ASSOCIATES, INC. PROJECT: Southcenter. Plaza Building C ADDRESS: 330 Strander Blvd., Tukwila ARCHITECT: CONTRACTOR: Lumpkin INSPECTOR AND DATE R. Bogle 6 -22 -90 T. Coop 6 -25 -90 W.W. Johnson 7 -6 -90 W.W. Johnson 7 -9 -90 • R. Bogle & D. Spicer 8 -16 -90 E.R. Jones 8 -24 -90 CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98116 �° � � S,A,Y.E. (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 CONSTRUCTION INSPECTION REPORT INSPECTOR'S REMARKS 27,90 14:53P.03 PERMIT NUMBER; 6108 JOB NUMBER: 90 -185 ENGINEER: INSPECTED AT: Job Site Inspected and approved the resteel and forms in foundation and slab on grade together lines A to D and 1 to 5. Resteel as per approved plans and specifications except line 1/4 at line A of D should be reinspected for proper clearances before placement. Resteel is grade 60, as specified, from Seattle Steel and Salmon Bay. Inspected and approved the resteel and forms in footing on line 4 between A and D. The clearance were made before placement. Resteel is grade 60, as specified, from Seattle Steel & Salmon Bay. Per Contractor's request, I checked the shear walls (i" plywood) and others for specified nailing at line 1, A to D, and line D, 1 to 5. The nailing was in compliance with City approved plans and specifications. At shear walls - 3" centers at all blocked edges and 12" centers in field. Other walls - 6" centers at stud edges and 12" centers in field, using 8d gun grade nails. Per Contractor's request, checked the i" thick plywood wall sheathing for specified nailing on the east wall, line 5, A to D, and found that all nailing was in compliance with City approved plans and specifications. Nailing was at 6" centers at stud edges and 12" centers in field, using 8d gun grade nails. The wall nailing 1007 completed today. Inspected and approved the 6x6 welded wire mesh reinforcing and forms for sidewalks from N.W. corner of new structure proceeding south to S.W. corner, from S.W. corner proceeding eastward to S.E. corner, from S.E. corner proceedin north to N.E. corner. These sidewalk slabs on grade are reinforced according to approved plans and specifications. Inspected bolt -up on structural steel beams located in section B to C, lines 1 to 5. 5/8 ", 3/4 ", & 7/8" A -307 bolts used and found to be in accordance with approved plans. cc: Owner This report is the exclusive property of our firm for use in Architect producing a final report to obtain a Certificate of Occupancy. Engineer Use of this report by any other person or firm is ,strictly E 1-ContraM ngineer prohibited without written permission from our firm. This report may be a matter of public record at government agencies 1DIdg. Dept. etc., but it is public record for viewing only, not for personal OTTO ROSENRU 8. ASSOC. TEI 0.2067232221 JOB NUMBER: 90 -185 PROJECT: Southcenter DATE: 25 June 1990 1 inspected placement of Miles Sand & Gravel Mix Number: 09 Concrete was placed via pump Batch weights per cubic yard: 1850 # 7/8" agg• oz. Cast specimens # 1 A —C Cast specimens N Cast specimens H Weather: 65° sunny DATE CAST 6 -25 -90 6 -25 -90 6 -25 -90 cc: Owner Architect Engineer 7 -2 -90 7 -23 -90 7 -23 -90 Plaza 130 7 28 28 1- Contractor 1 `8Idg. Dept. Batch Plant OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. 1. King Way South • Seattle, WA 98118 (206) 7254600 • Tacoma 627.4477 • fax (206) 723.2221 Building C CONCRETE REPORT REPORT NUMBER: 001 PERMIT NUMBER: 6108 517 per 100# of cement, al 10 cubic yards with a 4 at cubic yards with a at cubic yards with a Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 6 - - INSPECTOR: T. Coop cubic yards of 5i sack, 3,000 psi concrete from , In the following areas: footings & slab on grade between 1 & 5 and A & D. and it was vibrated internally. Slump range 4" to 5" # Type I /II cement, 1390 # sand, # oz. per 100# of cement. COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SO. IN.) ' DATE AGE IN SPECIMEN ULT, STRENGTH BROKEN DAYS NUMBER WEIGHT IN LOS 1 —A 1 —B 1 —C 70° 291/12 oz. 113,000 291/10 oz. 144,'000 291/12 oz. 139,000 R' X27,90 14 :55P.04 " slump. Del. ticket k 142745 slump. Del. ticket H " slump. Del. ticket H STRENGTH LBS /SQ. IN. 3997 5093 4916 OTTO ROSENAU & ASSOCIATES INC. g OTTO ROSENAU & ASSOC.. TE 40.2067232221 JOB NUMBER: 90 - 185 PROJECT: DATE: 16 August 1990 I inspected placement of Miles Mix Number: 24 Concrete was placed via chute Batch weights per cubic yard: 1780 # 7/8" ,agg. # DATE DATE CAST BROKEN Southcenter Plaza 8 -16 -90 8- 23-90 cc; Owner Architect Engineer OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seaille, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 7232221 Contractor 1— Bldg, Dept. Batch Plant Building C AGE IN DAYS CONCRETE REPORT REPORT NUMBER: 002 oz. At27 , 90 14:55P.05 PERMIT NUMBER: 6108 INSPECTOR: R. Bogle & D. Spicer 40 cubic yards of 4i sack, 2500 psi concrete from , in the following areas: sidewalks from N.W. corner of new structure proceeding south to S.W. corner, form S.W. corner proceeding eastward to S.E. corner, from S.E. corner proceeding north to N.E. corner. and It was vibrated Internally, Slump range 3 " -5". 423 # Type I /IT cement, 1470 oz, per 100# of cement. & 57. (11%) Mic (air) . Cast specimens b 2 A -C at 24 cubic yards with a 4i Cast specimens H et cubic yards with a " slump. Del. ticket H Cast specimens b at cubic yards with a " slump. Del. ticket N Weather: Clear /68 °F. Concrete Temperature: 69 ° F CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 8 - - SPECIMEN NUMBER WEIGHT IN LBS " slump. Del, ticket M 150101 COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SO, IN.) UTL. STRENGTH # sand, per 100# of cement. STRENGTH LBS /SO. IN. 2 —A 291/4 oz. 86,000 3042 OTTO ROSENAU & ASSOCIATES, INC, eo 1Engineers Spieker Partners 1400 Southeast Eighth Street Bellevue, Washington 98004 Attention: Mr. Walter Kaczynski August 27, 1990 INTRODUCTION Summary Letter Construction Monitoring Building C Tukwila, Washington File No. 1192 - 027 -BO1 Consulting Geotechnical Engineers and Geologists This letter presents a summary of our construction monitoring services for the building fill pad and parking lot for Building C in the Southcenter Plaza project located in Tukwila, Washington. The project is located on the southwest corner of the intersection of Andover Park West and Strander Boulevard. We performed the geotechnical engineering study for the project, the results of which are presented in our report dated October 6, 1988 and two supplemental reports dated October 24, 1988 and November 21, 1988. The detailed results of our construction monitoring services pertaining to this phase of the project are included in our daily field reports for the project, Nos. 1 -58. OBSERVATIONS Compacted structural fill was placed to establish the building pad for Building C followed by the placement of surcharge fill to induce consoli- dation of the underlying soils in advance of building construction. This work was completed by the contractor in general accordance with " The Grading /Temporary Erosion Sedimentation Control Plan " dated November 15, 1988 which had been prepared by Barghausen Consulting Engineers, Inc. GeoEnglneers, Inc. 2405 140th Ave. NE, Suite 105 Bellevue, WA 98005 'Iblephone (206) 746-5200 Fax. (206) 746-5068 G € Engi eo neers Spieker Partners August 27, 1990 Page 2 0 0 We monitored the placement of the fill pad for the building, general fill in the parking areas and backfill in utility trenches on an intermittent basis from December 21, 1988 to June 23, 1990. The fill generally consisted of brownish gray fine to medium sand with occasional gravel. The results of in -place moisture density tests taken both during the initial placement of the building pad fill and after removal of the surcharge fill indicate that the fill met or exceeded the requirement for compaction to at least 95 percent of the maximum dry density determined in accordance with the ASTM D -1557 test procedure. We conclude that the structural fill was placed as required by contract specifications. The footing subgrade soils were evaluated on an intermittent basis from June 18 to June 23, 1990. The footings were designed to be supported on at least 2 feet of compacted structural fill. This fill was placed during the initial grading of the site. The slab subgrade soils for the building were evaluated at this time. The bearing soils at footing locations and the prepared slab subgrade soils were probed with a 1/2- inch - diameter steel rod and were observed to be dense. The parking area fill and utility trench backfill were evaluated on an intermittent basis from August 10, 1989 through June 23, 1990. The brownish gray fine to medium sand with occasional gravel used as surcharge fill was placed in the parking areas. The results of in -place density tests indicate that compaction of these areas was in accordance with contract specifi- cations. CONCLUSIONS Based on our observations and testing of the earthwork accomplished for and in the vicinity of Building C, we conclude that this work was completed in substantial compliance with the plans, specifications and our recommen- dations. yf Geo Engineers Spieker Partners August 27, 1990 Page 3 If.you have any questions regarding the content of this'letter, please contact us e V - wnsH l 0:Z. 440 o ; Rob �r St ■ y 1 NI 1 `r•1 A� R EGI SiE�� O ��� -� s�FSS /ONA� lib - ° %A.re,/ #P RMM:JKT:cs Three copies submitted cc: Lumpkin Construction 1627 Eastlake Ave. E Seattle, WA :98102 Attn: Mr Ned Lumpkin Yours very truly, 'GeoEngineers, Inc. dat^k 1 T Tuttle (Principal OTTO R SENAU & ASSC ,IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 • Tacoma (206) X5@OifaM 627 -4477 MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 013 P PROJECT: Southcenter Plaza Building C DATE: 19 July 1990 Supervised grouting of • N/A Type S - 1800 psi @ 28 days SPECIMENS ARRIVED IN LAB: 7 - - WEATHER: Sunny & hot, 85 ° F @ 2 PM. cc: _Owner, _Architect, Engineer,1 Contractor — Masonry Contractor 1 Bldg. Dept. INSPECTOR: W.W. Johnson Simpson's Pat 18 straps from roof on south wall and east wall embedded in block at 4' on center, elev. 13'6" to 14'6 ". Approved Dur -O -Wall DH 213 -0 veneer anchors installed as specified; none installed between 16' to 18' (top of parapet walls). Batch weights: psi required at 28 days Cast cylinders # Cast prisms # All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from and is grade COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. Masons were laying block in the following areas: north and west walls - square sill blocks at elev. 2' at store front openings; south wall, line D from 1 to 5, elev. 12'8" to 18'0" (except to 16'8" between lines 1 & 3); line 5, A to D, elev. 12'8" to 14'0 "; porch column piers at east wall adjacent to line 5 @ B & C, elev. 0' -4'8 ". Mortar fins were cleaned off on all grouted cells. Mortar Mix: 1 sack cement, } sack Type S lime, 20 shovels sand, 30 oz. rose -brown color & 32 oz. Hydrotite Plus /sack of cement. COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 -19 -90 7 -26 -90 7 12 -A 12 oz. 7 -19 -90 8 -16 -90 28 12 -B 12 oz. 7 -19 -90 8 -16 -90 28 12 -C 12 oz. 9450 2363 18,300 4575 18,050 4513 OTTO ROSENAU & ASSOCIATES, INC. ":,--deAsee OTTO IR(:SENAU & ASSC INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South (206) 725-4600 PROJECT: Southcenter Plaza Building C DATE: 20 July 1990 Supervised grouting of N/A Type S — 1800 psi @ 28 days SPECIMENS ARRIVED IN LAB: 7 -23 -90 • Seattle, WA 98118 Tacoma (206) i 627 -4477 WEATHER: Sunny & hot, high 80 ° 's cc: _Owner, _Architect, _Engineer, L Contractor _Masonry Contractor 1 Bldg. Dept. MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 014 PERMIT NUMBER: 6108 INSPECTOR: W.W. Johnson Approved Dur —O —Wall DH 213 -0 veneer anchors installed per plans. Batch weights: psi required at 28 days Cast cylinders # Cast prisms # All cells were rodded properly immediately after grouting. All resieel was in place & secured. All resteel is from and is grade COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS, SO, IN. Masons were laying block in the following areas: east wall at line 5, A to D, elev. 14'0" to 18' 0" (top of parapet); south wall at line D from .1 to 3, elev. 16'8" to 18'0" (top of parapet); porch col. piers at line 5 plus 5' at lines B & C from 0 -4 elev., and line 1 minus 1' at lines B & C from 0 -4'8" elev. Mortar fins were cleaned off on all grouted cells. Mortar Mix: 1 sack cement, sack Type S lime, 20 shovels sand, 30 oz. rose —brown color and 32 oz. Hydrotite Plus /sack of cement COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 -20 -90 7 -27 -90 7 13 —A 12 oz. 8100 2025 7 -20 -90 8 -17 -90 28 13 —B 10 oz. 20,200 5050 7 -20 -90 8 -17 -90 28 13 —C 10 oz. 19,950 4988 OTTO ROSENAU & ASSOCIATES, INC. 01—de.Aesig OTTO Rr'SENAU & ASSC 7,IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South Seattle, WA 98118 (206) 725 -4600 Tacoma (206)XZEW 627 -4477 MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 015 PERMIT NUMBER: 6108 PROJECT: Southcenter Plaza Building C DATE: 23 July 1990 INSPECTOR: W.W. Johnson • - Supervised grouting of under store front openings from 0-1'8" on south and east walls, line D from 1 to 5 and line 5 from A to D. Approved Dur -O -Wall DH 213 -9 veneer anchors installed on north A frame wall as specified. Batch weights: Job site mixed: 2 sacks cement to 2000 psi required at 28 days 48 shovels of a 70/30 pea gravel & sand mix Cast cylinders # Cast prisms # 10 A -C All cells were rodded properly Immediately after grouting. All resteel was in place & secured, All resteel is from Seattle Steel and is grade 60. COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 7 -23 -90 7 -30 -90 7 10 -A 3 3/4 "x3 3/4 "x7}" 9#12 oz. 55,000 3929 7 -23 -90 8 -20 -90 28 10 -B 3 3/4 "x4 "x7i" 9#10 oz. 85,000 5667 7 -23 -90 8 -20 -90 28 10 -C 4 "x4 "x7}" 9#12 oz. 91,500 571.9 Masons were laying block in the following areas: porch column piers at north wall on line A -1' at 2 and 3 lines, 0 -4'8" elevation; south and east store front wall opening from elevation 1'8" to 2'0" using smooth face, natural color, 10x4x8 sq. sill blocks; north wall on line A between 2 & 3 (A frame) from 18' to 20' elev. Note: Mortar samples made from natural colored mortar used Mortar fins were cleaned off on all grouted cells. with sill blocks. MortarMix: 1 sack cement, } sack Type S lime, 20 shovels sand (& 1.8 oz. rose -brown color & 9 oz. Hydrotite Plus /sack of cement) Type S - 1800 psi @ 28 days COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 -23 -90 7 -30 -90 7 14 -A 12 oz. 12,450 31.13 7 -23 -90 8 -20 -90 28 14 -B 10 oz. 22,700 5675 7 -23 -90 8 -20 -90 28 14 -C 12 oz. 22,350 5588 SPECIMENS ARRIVED IN LAB: 7 - 24 - 90 WEATHER: Overcast & 60 -70 ° F. cc: _Owner, _Architect, _Engineer, 1 Contractor —Masonry Contractor t Bldg. Dept. OTTO ROSENAU & ASSOCIATES, INC. OTTO R `SENAU & ASSQ IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South . Seattle, WA 98118 (206) 725 -4600 Tacoma (206) NNW 627 -4477 MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 016 PERMIT NUMBER: 6108 PROJECT: Southcenter Plaza Building C DATE: 24 July 1990 INSPECTOR: J. Ceronsky Supervised grouting of - Batch weights: psi required at 28 days Cast cylinders # Cast prisms # All cells were rodded properly Immediately after grouting. All resteel was In place & secured. All resteel is from and is grade 60. COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT, STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN, Masons were laying block in the following areas: pilasters and columns at 5 -9' level at grid A, 2 to 3, B to C on 1 line, and D at 2 to 3 line, and 4 places also at B to C on 5 line. Mortar fins were cleaned off on all grouted cells. Mortar Mix: 1 sack cement, sack lime, and 20 shovels sand, with 8 oz. Hydrotite & 16 oz. color/ Type S - 1 psi @ 28 days sack of cement 800 COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 - - 7 -31 -90 7 15 - ' 12 oz. 8600 2150 7 -24 -90 8 -21 -90 28 15 -B 1.0 oz. 11,200 2800 7 - - 8 - - 28 15 - 10 oz. 11,450 2863 SPECIMENS ARRIVED IN LAB: 7 -25 -90 WEATHER: Overcast, 65 ° F cc: _Owner, _Architect, _Engineer, _.. Contractor _Masonry Contractor LBidg. Dept. Seattle Steel OTTO ROSENAU & ASSOCIATES, INC, OTTO RrSENAU & ASSN �IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 Tacoma (206))1000g 627 -4477 MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 017 PERMIT NUMBER: 6108 PROJECT: Southcenter Plaza Building C DATE: 25 July 1990 INSPECTOR: W.W. Johnson • - Supervised grouting of south wall at line D, 1 to 5; and east wall at line 5, A to D, elev. 12'8" to 18'0 "; porch column piers at line A, 2 to 3, line 1, B to C, elev. 0 -9'4 ", and four columns at line 5, B to C, 0 -8'8" elev. (steel cells only). Cadman supplied 9 cubic yards of 7 sack, 70/30 Batch weights: plus 2 batches of job mix used: 2 sacks 2000 psi required at 28 days cement to 48 shovels of 70/30 pea gravel and sand Cast cylinders # Cast prisms # 11 A -C (Cadman mix) All cells were rodded properly immediately after grouting. All resieel was in place & secured. All resteel is from Seattle Steel and is grade 60. COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 7 -25 -90 8 -1 -90 7 1.1 —A 3 3/4 "x4 "x7}" 91110 oz. 26,000 1733 7 -25 -90 8 -22 -90 28 11 -B 3 3/4 "x3 3/4 "x7i" 944 oz. 52,500 3750 7 -25 -90 8 -22 -90 28 11 -C 3 3/4 "x4 "x7 }" 9418 oz. 57,500 3833 Masons were laying block in the following areas: north (A frame) at line A, 2 to 3, elev. 20' to 26'+ (top); east (A frame) wall at line 5, B to C, elev. 18' to 26'+ (top); and south at line D, 2 to 3, elev. 18' to 26'+ (top); west (A frame) wall at line 1, B to C, elev. 18' to 20'. Note: Approved Dur -O -Wall DH 213 -0 veneer anchors installed on east & south A frames walls Mortar fins were cleaned off on all grouted cells. as specified. Mortar Mix: 1 sack cement, } sack Type S lime, 20 shovels sand, 9 oz. Hydrotite Plus & Type S -1800 psi @ 28 days 1.8 oz. rose -brown color /sack of cement COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 -25 -90 8 -1 -90 7 16 -A 12 oz. 14,750 3688 7 -25 -90 8 -22 -90 28 16 -B 10 oz. 20,950 5238 7 -25 -90 8 -22 -90 28 1.6-C 8 oz. 21,300 5325 SPECIMENS ARRIVED IN LAB: 7 -26 -90 WEATHER: Overcast & some light rain, 60°± cc: _Owner, _Architect, _Engineer, 1Contractor _Masonry Contractor aBldg, Dept. OTTO ROSENAU & ASSOCIATES, INC. OTTO RC 3ENAU & ASSIC IATES, INC. JOB NUMBER: 90 -185 PROJECT: CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 • Tacoma (206) Southcenter Plaza Building C Mortar fins were cleaned off on all grouted cells. SPECIMENS ARRIVED IN LAB: 7 -27 -90 WEATHER: overcast, 68° cc: _Owner, _Architect, _Engineer, L.Contractor _Masonry Contractor .LBldg. Dept. MASONRY REPORT REPORT NUMBER: 018 PERMIT NUMBER: 6108 DATE: 26 July 1990 INSPECTOR: W.W. Johnson Supervised grouting of CMU, 6x8x16, 6x8x8 split face, rosebrown smooth face natural color, and black spectraglaze including porch GI piers 8x8x16, 8x8x8 as noted above. No grout today. NOTE: Approved dur -o -wall DH213 -0 veneer anchors installed on West A frame walls @ 16" on center horizontal & 24" on center vertical as specified. Batch weights: psi required at 28 days NO GROUT TODAY. Cast cylinders # Cast prisms # All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from 60 and is grade Seattle Steel COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT, STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. Masons were laying block in the following areas: West A frame wall line 1 B to C elevation 20' to top 26' +. Porch pier columns line D + 1' at grid lines 2 & 3 from elevation 0' to 5'4" & 9'4" & line 5 + 1' at center line from 9'4" to 13'4 ". Mortar Mix: 18 oz. rosebrown, 9 oz. hydrotite, 1 sk. cement, sk. Lime Type S - 1800 psi @ 28 days Cast Cubes: 17 A -C COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 -26 -90 8 -2 -90 7 17 -A 12 oz. 12,450 3113 7 -26 -90 8 -23 -90 28 17 -B 10 oz. 14,950 3738 7 -26 -90 8 -23 -90 28 17 -C 10 oz. 15,100 3775 OTTO ROSENAU & ASSOCIATES, INC. 0 7 0: ,404V17$140004.• p L, OTTO RCSENAU & ASSC :IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725-4600 • Tacoma (20n703 MASONRY REPORT JOB NUMBER: 90 - 185 REPORT NUMBER: 008 PROJECT: Southcenter Plaza Building C Mortar fins were cleaned off on all grouted cells. PERMIT NUMBER:::; 7 -12 -90 7- 19 -90 7 5 -A 3 3/4 "x4 "x7}" 90110 oz. 42,000 7 -12 -90 8 -9 -90 28 5 -B 3 3/4 "x3 3/4 "x7}" 9016 oz. 58,500 7 -12 -90 8 -9 -90 28 5 -C 3 3/4 "x3 3/4 "x7." 9014 oz. 60,500 SPECIMENS ARRIVED IN LAB: 7 -13 -90 WEATHER: some clouds 80° Hot cc: __Owner, _Architect, _Engineer, Contractor _Masonry Contractor ...LBldg. Dept. 1 ' DATE: 12 July 1990 INSPECTOR: W.W. Johnson Supervisedgroutingof CMU consisting of 6x8x16, 6x8x8 split face, rose brown,smooth face natural color units including smooth face 6x8x8 lintel & 8 "x8" spectraglaze. Grouted cells & bond beams from 4' to 10', North wall line A, West wall line 1 and South wall line D from line 1 to line 4 -16. (Contractor installed 9" wide pvc "wascoseal" flashing up plywood sheathing and under lintel block at storefront opening (top) on S. & W. walls today per plans & specs.) Batch weights: 2 sk. cement, 40 shovels 70/30 2,000 psi required at 28 days Cast cylinders # Cast prisms # 5 A — All cells were rodded properly immediately after grouting, All resteel was in place & secured. All resteel is from Seattle Steel and is grade 60. All work per City approved plans & specs. and /or Engineers approval. Approved dur -o -wall DA213 -0 veneer anchors installed at 16" cc horizontal & 24" c -c vertical as specified & approved by F t r aig tsgION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 2800 4179 4321 Masons were laying block in the following areas: East wall .line 5 A to D, 8' to 10' , North wall line A 1 to5 from 10' to 11'4" & part to 12'. West wall line 1 A to D 10' to 11'4" MortarMix: 1 sk. cement, sk. lime, 20 shovels sand, 30oz. /sk rosebrown, 32oz /sk hydrotite plus Type S - 1800 psi @ 28 days Cast Cubes: 7 A -C COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 -12 -90 7 -19 -90 7 7 -A 12 oz. 13,400 3350 7 -12 -90 8 -9 -90 28 7 =41 12 oz. 18,600 4650 7 -12 -90 8 -9 -90 28 7 -C 12 oz. 18,350 4588 OTTO ROSENAU & ASSOCIATES, INC. JOB NUMBER: 90 -185 OTTO RSENAU & ASSC NATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South Seattle, WA 98118 (206) 725 -4600 Tacoma (20&O7 PROJECT: Southcenter Plaza Building C SPECIMENS ARRIVED IN LAB: 7 -16 -90 WEATHER: sunny & hot, 80 cc: _Owner, _— Architect, __Engineer, _LContractor ._Masonry Contractor ._...Bldg. Dept. MASONRY REPORT REPORT NUMBER: 009 PERMIT NUMBER: 6108 DATE: 13 July 1990 INSPECTOR: W. W. Johnson Supervised grouting of CMU consisting of 6x8x16, 6x8x8 split face, rosebrown, smooth face, natural color units including smooth face 6x8x8 lintels & 8'x8' spectraglaze. Grouted west wall line 1 A to D & north wall line A 3.5 to 5 from 10' to 12'8" lintels & walls. Batch weights: 2 sks cement, 40 shovels 70/30 mix 2, 000 psi required at 28 days Job Mix Cast cylinders At 6 Batches Cast prisms *6 A —C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Seattle Steel and is grade 60 All work per approved plans /specs. or engineers approval. Approved dur —o —wall DA213 F ' 5 ofi %siLW11v 41JTVEEF1Vlkgiz. & 24" cc vertical. DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 7 -13 -90 7 -16 -90 3 6 —A 3 3/4 "x3 3/4 "x7 9114 oz. 41,500 2964 7 -1.3 -90 8 -10 -90 28 6 —B 3 3/4 "x4 "x7}" 9#12 oz. 71,500 4767 7 -13 -90 8 -10 -90 28 6 —C 3 3/4 "x4 "x7 91110 oz. 70,000 4667 Masons were laying block in the following areas: North wall line A 1 to 5 from 11' 4" to 12'8" (top Pf lintel) West wall line 1 from A to D from 11'4" to. 12'8" (top of lintel) & after grout from 12'8" to 14'8 ". Simpson PAT 18 anchor embedded in block @ 4' cc from elevation 14'6" North end to elevation 13'6" @ S. end. Electrical boxes embedded in block faces w /conduit Mortar fins were cleaned off on all grouted cells. for porches, elevation 11' 8 ", 3 each equally spaced between line 2 & 3 N. wall, & lines B & C W. wall Mortar Mix: 1 sk. cement, 11 sk. lime, 20 shovels sand Admixtures: 30 oz /sk. rosebrown & 32 oz /sk. Hydrotite plus Type S — 1800 psi @ 28 days Cast Cubes : 8 A —C COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 -13 -90 7 -20 -90 7 8 —A 12 oz. 13,350 3338 7 -13 -90 8 -10 -90 28 8 —B 12 oz. 16,900 4225 7 -1.3 -90 8 -10 -90 28 8 —C 1.2 oz. 16,800 4200 OTTO ROSENAU & ASSOCIATES, INC. altiV" ,tteodelpoio, OTTO RC SENAU & ASS( .IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 • Tacoma (20g) 2t 1 7 MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 010 PROJECT: Southcenter Plaza Building C SPECIMENS ARRIVED IN LAB: 7 -17 -90 WEATHER: sunny, warm, 70 cc: _Owner, _Architect, _Engineer, 1Contractor _Masonry Contractor 1 Bldg. Dept. PERMIT NUMBER: 6108 DATE: 16 July 1990 INSPECTOR: W. W. Johnson Supervised grouting of CMU, consisting of 6x8x16, 6x8x8 split face, rosebrown smoothface natural color units, including smooth face 6x8x8 lintels & 8'x8' spectraglaza. Grouted North wall line A from 1 to 3.5 from 10' to 12'8" (lintels & walls). Batch weights :2 sks cement, 40 shovels 70/30 mix 2,000 psi required at 28 days Job Mix Cast cylinders # 5 Batches Cast prisms # 7 A -C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Seattle Steel and is grade 60. All per approved plans /specifications and /or engineers approval. Approved Dur -O -Wall DA213 -0 veneer anchors installed @ 16" c.c. horizontal & 24" cc vertical COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 7 -16 -90 7 -23 -90 7 7 -A 3 3/4 "x4 "x7}" 91112 oz. 56,000 3733 7 -16 -90 8- 13 -90 28 7 -B 3 3/4 "x4 "x7}" 91114 oz. 93,500 6233 7 -16 -90 8 -13 -90 28 7 -C 3 3/4 "x3 3/4 "x7i" 9118 oz. 86,500 6179 Masons were laying block in the following areas: West wall line 1 from A to D, elevation 14' 8" to elevation 18'0" North wall line A 1 to 5 elevation 12'8" to elevation 14'8" & to 15'4" line 3 to 5. Line A 1 to 5, Sampson PAT18 anchors embedded in block on 4' cc @ elevation 14'6" (roof line) Mortar fins were cleaned off on all grouted cells. Mortar Mix: 1 sk cement, sk lime, 20 shovels sand, 30 oz /sk. rosebrown color, 32 oz /sk Hydrotite Type S - 1800 psi @ 28 days Cast Cubes: 9 A -C COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 -16 -90 7 -23 -90 7 9 -A 12 oz. 12,550 3138 7 -16 -90 8 -13 -90 28 9 -B 12 oz. 16,150 4038 7 -16 -90 8 -13 -90 28 9 -C 12 oz. 15,950 3988 OTTO ROSENAU & ASSOCIATES, INC. Al 741 414:4611•04m, JOB NUMBER: 90 - 185 OTTO RCSENAU & ASSC MATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South Seattle, WA 98118 (206) 725 -4600 Tacoma (2092 (21)2M143 7 7 PROJECT: Southcenter Plaza Building C DATE: 17 July. 1990 INSPECTOR: W. W. Johnson Supervised grouting of CMU consisting of 6x8x16, 6x8x8, split face, rosebrown, smooth face natural color units including smooth face 6x8x8 lintels & 8x8 block spectraglaze. Grouted south wall line D form 3 + 5' to 5 elevation 4' to 10'(bottom of lintel) cells & bond beam to 8' elevation. Note: South wall: Contractor installed pvc "washseal" flashing at bottom of lintels & attched to sheathing as specified. Batch weights :1 batch of : 2 sk cement , 40 shovels 70/30 2,000 psi required at 28 days 2 batches of : 1 sk. cement, 20 shovels 70/30 Cast cylinders # Cast prisms *8 A -C (2nd Batch) All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Seattle /Auburn Steel and is grade 60. All work per City approved plans and specifications and /or Engineers approval. Approved Dur -O -Wall DH 213 -0 veneer anchors instlled @ 16" cc horizontal, 24" cc vertical COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 7 - 17 - 90 7 -24 -90 7 8 -A 3 3/4 "x4 "x7i" 9#8 oz. 69,000 4600 7 -17 -90 8 -1.4 -90 28 8 -B 3 3/4 "x4' 9#12 oz. 96,000 6400 7 -17 -90 8 -14 -90 28 8 -C 3 3/4 "x3 3/4 "x7}" 9#8 oz. 93,500 6649 Masons were laying block in the following areas: North wall line A 3 to 5 elevation 15' 4" to 18' 0" and line 1 to 3 elevation 12'8" to elevation 18'0" South wall line D from line 1 to line 5 from 10' to 12'8" (Except to 11'4" elevation between line 3 and 5). Mortar fins were cleaned off on all grouted cells. ADMIXTURES: 30 oz /sk. rosebrown color, 32oz /sk. Hydrotite Plus Mortar Mix: 1 sk. cement, sk. lime, 20 shovels sand Type S - 1800 psi @ 28 days Cast Cubes: 10 A -C COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. In.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SO. IN. 7 -17 -90 7 -24 -90 7 10 -A 12 oz. 11,200 2800 7 -17 -90 8 -14 -90 28 10 -B 12 oz. 19,300 4825 7 -17 -90 8 -14 -90 28 10 -C 12 oz. 18,500 4625 SPECIMENS ARRIVED IN LAB: 7 -18 -90 WEATHER: sunny & warm to 80 cc: _ _Owner, _Architect, _Engineer, _LContractor __Masonry Contractor 1 Bldg. Dept. MASONRY REPORT REPORT NUMBER: 011 PERMIT NUMBER: 6108 OTTO ROSENAU & ASSOCIATES, INC. opiv-7-41:-.. 49— • DATE DATE CAST BROKEN 7 -18 -90 7 -25 -90 7 -18 -90 8 -15 -90 7 -18 -90 8 -15 -90 OTTO F:VC SENAU & ASSIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South (206) 725 -4600 MASONRY REPORT JOB NUMBER: 90 - 185 REPORT NUMBER: 012 PERMIT NUMBER: 6108 PROJECT: Southcenter Plaza Building C DATE: 18 July 1990 INSPECTOR: W.W. Johnson & D. Newman Supervised grouting of north wall at line A, 1ine,.l west elevation 12'8" to 18'0 "; south wall at line D, line 5 east wall, elevation 10'0" to 12'8 ". CMU supplied by Eastside Masonry consisting of 6x8x16, 6x8x8, split face, rose - brown, smooth face natural color units including smooth face (nat.) 6x8x8 lintels and 8x8 SpectraGlaze. At east wall, contractor installed PVC Wash Seal flashing at bottom of lintels and attached to sheathing as specified. Approved Dur -O -Wall DH 213 -0 veneer anchors installed @ 16" centers horiz. & 24" centers vert. Stoneway supplied 10 cubic yards of 7 sack, 70/30 mix. Batch weights: 658/1 cement 2000 psi required at 28 days 218041 sand Cast cylinders # 96041 pea gravel Cast prisms # 9 A -C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel Is from Seat tie Steel and is grade 60. Masons were laying block in the following areas: south wall, line D, f rom 3 to 5, elevation 11' 4" 12'8" .(lintel & wall); east wall, line 5, from A to D, elevation 10'0" to 12'8" (lintel wall). Mortar fins were cleaned off on all grouted cells. AGE IN NUMBER PRISM WEIGHT DAYS SIZE 7 9 -A 3 3/4 "x4 "x7i" 9#14 oz. 28 9 -B 4 "x3 3/4 "x7 3/4" 10 /10 oz. 28 9 -C 4 "x3 3/4 "x7 3/4" 10 /11 oz. COMPRESSION TEST RESULTS ON GROUT SPECIMENS Mortar Mix: 1 sack cement, sack Type S lime, 20 shovels sand, 30 Type S - 1800 psi @ 28 days oz. Hydrotite Plus /sack DATE DATE CAST BROKEN 7 -18 -90 7 -25 -90 7 -18 -90 8 -15 -90 7 -18 -90 8 -15 -90 COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) AGE IN SPECIMEN WEIGHT ULT. STRENGTH DAYS NUMBER IN LBS. 7 28 28 SPECIMENS ARRIVED IN LAB: 7 -19 -90 . Seattle, WA 98118 Tacoma (206)WSNMX 627 -4477 11 —A 11 —B 11 -C WEATHER: Sunny & hot, 62 -88 ° F cc: _Owner, _Architect, _Engineer, -Contractor _Masonry Contractor .,.-Bldg. Dept. 12 oz. 12 oz. 12 oz. ULT. STRENGTH STRENGTH IN LBS. LBS. SQ. IN. 54,500 3633 63,000 4200 64,000 4267 oz. rose -brown color & 9950 13,500 13,000 STRENGTH LBS. SQ. IN. 2488 3375 3250 OTTO ROSENAU & ASSOCIATES, INC. i to 32 DATE CAST 7 -31 -90 DATE DATE CAST BROKEN OTTO R(SENAU & ASS( 1, IATES, INC. CONSTRUCTION INSPECTION & TESTING • 6747 M. L. King Way South (206) 725 -4600 Tacoma (2061 l 7 7 MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 021 PROJECT: South Center Plaza C DATE: 31 July 1990 INSPECTOR: W.W. Johnson Supervised grouting of CMU, grouted double 6" CMU crossover walls line 5 to line 5 + 6' at B & C from elevation 13'4" to 18'0 ". Grouted porch columns line D + 1' and D + 5' at 2 & 3 from 9'4" to 13'4" elevation and with 2 double cross over walls from 10' to 18' elevation. Grouted (4 places) porch columsn from 13'4" to 18' elevation at lines 1 and 1 +1' at B & C and line A + 1' at 2 & 3 (See Note Below) Batch weights: 7 sk. 70/30 pea mix — Stoneway 2000 psi required at 28 days 6584/ cement, 21804 /sand, 9601/ pea gravel Cast cylinders* Cast prisms # 13 A —C All cells were rodded properly immediately after grouting, All resteel was in place & secured. All resteel is from Seattle Steel and is grade 60 7 -31 -90 8 -7 -90 7 13 —A 3 3/4 "x3 3/4 "x7i" 104/2 oz. 52,500 Masons were laying block in the following areas: double 6" CMU connection walls (4 places) under openings porch column piers line 5 + 1! to line 5 + 5,' at B & C and line •D + 1 to line D + 5' at .2 & 3 from elevation 0' to 2'. Mortar fins were cleaned off on all grouted cells. Mortar Mix: Colored: 18 oz /sk. rosebrown color, 9 oz. /sk. Hydrotite Plus, 1 sk. cement, i y lis — 20 1 gu DATE BROKEN 8 -7 -90 SPECIMENS ARRIVED IN LAB: 8 -1 -90 • Seattle, WA 98118 WEATHER: overcast 64 to 70 cc: __Owner, _Architect, _Engineer, 1Contractor _Masonry Contractor .LBIdg. Dept. CAST CUBES: 20 A —C PERMIT NUMBER: 6108 COMPRESSION TEST RESULTS ON GROUT SPECIMENS AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH DAYS SIZE IN LBS, COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) AGE IN SPECIMEN WEIGHT ULT. STRENGTH DAYS NUMBER IN LBS. 7 20 —A 12 oz. 15,050 STRENGTH LBS, SQ. IN. 3750 STRENGTH LBS. SO, IN. 3763 OTTO ROSENAU & ASSOCIATES, INC. grantiata641024001701 CITY OF TUKWILA Building Dtment 6300 South ' :r Boulevard Tukwila, WA v81811 (206) 431-3670 rype of Inspection iite Address I tequestor Od ph ipecial Instructions [nspection Results/Comments: Inspector INSPECTION RECORD PERMIT # Date ■■••"-,-'-.."••••• ate Wanted V Project v //htiftweraitme. nu Aso... . 111111.Mirmilr A 191 :RE A UN-riVii Phone # -51S 4-1 37 Date Buil TDe 6300 .rthea „tar Boulevard • Tukwila, WA 98188 (206) 431-3670 Type of Inspection Cje-- � t Site Address SZfart, Requestor Special Instructions Inspection Results/Comments: Inspector INSPEC ON RECORD PERMIT # CO' Date — vZO "—°l 0 Date Wanted UT l — aW Project-1u Po Phone # ' - Data 6' r' d . p.m. CITY , TUKWILA Buil Department 6300 uthcenter Boulevard Tukwila.•WI 98188 (206) 431 -3670 Type of Inspection Site Address Requestor Special Instructions Inspector 3 kph Inspection Results /Comments: G'c,.Cb INSPETON RECORD PERMIT # (Q Date - O Date Wanted ?0 a. Pro jec t L,,(—) f `(a )v \ ct Phone # ,` % _ ( �C 'r'S '7 h Date r Ind -416 Type of Inspection Site Address Requestor Special Instructions CITY OF TUKWILA But BuildArDepertment 6300 1LAcenter Boulevard Tukwila, WA 98188 (206) 431 -3670 Inspection Results /Comments: .•rwrrn�w.warawnarx.*� �w+;,roi.:u iuU�. sr. r. �eannr, �sai�vtuw�a�kaxkxl'• Yai�i' fRtTUt9. �i11�: �'{.Ypf>c}LV74?7tt�G!III'- �C.ti; atJ3i?r.: INSPECTION,. RECORD PERMIT # Date . �...,�' Date Wanted 11" 4tni, p.m. Project i e .1 „Aa C, Phone # Inspector .►��.P�- '����?.Ili Date cr.r."' Type of Inspection Site Address Requestor Special Instructions CITY OF TUKWILA Bull .. Department 6300 `,thcenter Boulevard Tukwl �/ WA 98188 .� - (206) 431 -3670 Inspection Results /Comments: / A4, ] Rye tJ(4"4 Inspector R Wanted — D 'O p.m, ect _I C1(.1 Phone W ''`7,- / 0 Data - -l2 Type of Inspection Site Address �J Requestor Inspection Results /Comments: CITY of UKWILA Buildi T ;'partment 6300 So ' Boulevard Tukwila, WA 98188 (206) 431 -3670 INSPECTION RECORD PERMIT # uz, C Date Date Wanted 7-3. te..- l „, Project ( . (1..' PrA, t p i Phone # 5 q /w3 r Special Instructions —7Lo.:AJLL Z vim. L.Aor+ ru "- 4- p.m. } C�" �Q) �Q�' �j��, l�(,{'/ I$ Y3Yk91' YI�Cp11C► iNa1k%; i11�AN1f11C79YYYH�b1N21VtinN liS.Y1t RY1:+l kY 1Nt11crt1Y +N.=t�iMwfaxa =uwerr =.w.swwi vitro.. xifaN. f1X! xit� .Ytlzl =.11nlMMEKxWMY4sx.4Fn=t�M W riA.t�fw«�w• •Special Instructions Inspection Results /Comments: 131/ INSPEC S ON RECORD CITY 0 TUKMILA Bull , Department 6300 .hcenter Boulevard Tukwila, WA 98188 PERMIT # 6/d 1` (206) 431 -3670 Date 7.-- -- j Type of Inspection,. S `tp _ 45d/ A4,/, )„,,, Date Wanted 7- j era. p•m• Site Address 3 2- •-»3 11 S f Z . . . . . , . / � , 4 5 - 4 , - - , Project 1 7 , G , e „ . / , ) - r /.J/, ,J • Requestor ce- Phone # I nspector G✓�,r..�.r.- Ol��!� Date 7" ae, Inspection Results /Comments: CITY OF TUKWILA Bu11dln (:artment 6300 So Inter Boulevard Tukwila, (206) 431 -3670 rWUVVrv+^ eta INSPECT RECORD PERMIT # /D 0 Date r,,vrA3mv,uaY Ya±ishtt}. ^ecM�atr.5'�#ti1��h' 3•k;: Type of Inspection 7 (Lac - Date Wanted -..3 -- 13 a .m.01 Site Address / Project 6 {� id j L. Requestor —� _ Phone # 4 .52, 4 5 — ' — (e./,?..).7 Special Instructio s Inspector Jetwol Date 701✓- Inspection Results /Comments: CITY OF T KWILA Bu11din ' - ?' 7artment 6300'So anter Boul ar Tukwila, WA 98188 (206) 431 -3670 r INSPEC ON RECORD PERMIT # (11ID3 Date ?Q /,Q 9 Date Wanted Project Phone # 5"7 Inspector C�S `' Date / Type of Inspection Site Address 3a I S iv' Ob./ L._ Requestor -"*"" Special Instructions /5-a7 Inspection Results /Comments: Inspector 2,s4,..2._ CITY OF TUKWILA Buildin , ertment 6300 So :titer Boulevard Tukwila, A 98188 (206) 431 -3670 Date INSPECT ON RECORD PERMIT # 0 }ewlrw'x+m .14.4.swnrc nnsaxrY.441.44=4414unrtwrwir1444 • a2 9 10 / p.m D to Wanted D :r no Phone # (5 - (g6 7 Type of Inspection Site Address Requestor Special Instruc ions CAA-0 V-cs — 1 ors Date tti (ZS /y' p . r r Project Name , %e- / _ { N Address 3 2 A / CITY OF TUKC ILA `L.,ontrol No. Permit No. / / f Central Permit System TO: ❑ Building ❑ Planning Type of Permit(s) /2 ri,t " 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: () () () () () () () () () () () () Authorized Signature Date 1- This project is approved by this department: Authorized Signature FINAL APPROVAL FORM ❑,Public Works Fire Dept. ❑ Police ❑ Parks/Recreation V a}W Date CPS form 3 OTTO ROSCNAU & ASSOCIATES, INC CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723-2221 PROJECT: Southcenter Plaza Building C ADDRESS: 330 Strander Blvd., Tukwila ARCHITECT: CONTRACTOR: Lumpkin INSPECTOR AND DATE R. Bogle 6 -22 -90 cc: Owner Architect Engineer 1 -Contractor 1 Sarin rlant CONSTRUCTION INSPECTION REPORT INSPECTOR'S REMARKS PERMIT NUMBER: 6108 JOB NUMBER: 90 -185 ENGINEER: INSPECTED AT: Job Site This report is the exclusive property of our firm for use in producing a final report to obtain a Certificate of Occupancy. Use of this report by any other person or firm is strictly prohibited without written permission from our firm. This report may be a matter of public record at government agencies . . _ 1 . _ ,...1 .. .,nr fnr nnrannal \ Mr, 24 1990 I.' Inspected and approved the resteel and forms in foundation and slab on grade together lines A to D and 1 to 5. Resteel as per approved plans and specifications except line #4 at line A of D should be reinspected for proper clearances before placement. Resteel is grade 60, as specified, from Seattle Steel and Salmon Bay. r. 1{ L)F P-r T. Coop Inspected and approved the resteel and forms in footing on line 6 -25 -90 4 between A and D. The clearance were made before placement. Resteel is grade 60, as specified, from Seattle Steel & Salmon Bay. W.W. Johnson Per Contractor's request, I checked the shear walls 0" plywood) and others 7 -6 -90 for specified nailing at line 1, A to D, and line D, 1 to 5. The nailing was in compliance with City approved plans and specifications. At shear walls - 3" centers at all blocked edges and 12" centers in field. Other walls - 6" centers at stud edges and 12" centers in field, using 8d gun grade nails. W.W. Johnson Per Contractor's request, checked the }" thick plywood wall sheathing for 7 -9 -90 specified nailing on the east wall, line 5, A to D, and found that all nailing was in compliance with City approved plans and specifications. Nailing was at 6" centers at stud edges and 12" centers in field, using 8d gun grade nails. The wall nailing 100% completed today. (")A OTTO R SENAU & ASS DATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma (206)M41117( 627 -4477 MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 001 PERMIT NUMBER: 6108 PROJECT: Southcenter Plaza Building C DATE: 2 July 1990 INSPECTOR: R. Bogle Supervised grouting of first and second lifts for shear wall for vertical and bond beam cells following lines A to D on line 4. Work stopped due to rain but wall covered with plastic to protect. Batch weights: 1 } sacks cement to 32 shovels of a 70/30 2000 psi required at 28 days pea gravel and sand mix Cast cylinders # 1 A & B Cast prisms # 1 C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Seattle Steel and is grade 60. COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SO. IN. 7 -2 -90 7 -9 -90 7 1 —A 271/8 oz. 47,500 1680 Masons were laying block in the following areas: Mortar fins were cleaned off on all grouted cells. Mortar Mix: Type — psi @ 28 days COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. SPECIMENS ARRIVED IN LAB: 7 -)3 -90 WEATHER: Overcast /rain. cc: _..Owner, _Architect, Engineer, 1 Contractor _Masonry Contractor 1 BIdg. Dept. OTTO ROSENAU & ASSOCIATES, INC. fiC-d07.0 S OTTO Rd 3ENAU & ASSCC.AATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M, L King Way South (206) 725 -4600 MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 002 PERMIT NUMBER: 6108 PROJECT: Southcenter Plaza Building C DATE: 3 July 1990 INSPECTOR: W.W. Johnson Supervised grouting of grade N -1, 6 "x8 "x16" smooth face CMU on line 4, A to D, 3rd lift (8' to 12 ") for 6" shear wall and 4th lift (top) from 12' to 14'5" on north end and 13'8" on south end. 5/8" diameter by 10" anchor bolts set at 32" on center for top plates. Cells grouted were clean. Batch weights: Job site mixed: 1i sacks cement 2000 psi required at 28 days to 30 shovels of a 70/30 pea gravel Cast cylinders # and sand mix Cast prisms # 2 A –C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Seattle Steel & and is grade 60. Salmon Bay Steel COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 7 -3 -90 7 -10 -90 7 2 –A 4 "x4 "x7i" 101/10 oz. 41,500 2594 Masons were laying block in the following areas: same as above. Mortar fins were cleaned off on all grouted cells. Mortar Mix: 1 sack cement, } sack lime, and 20 shovels sand Type S – 1800 psi @ 28 days 2 "x4" Mortar Cylinders COMPRESSION TEST RESULTS ON 1 DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 -3 -90 7 -10 -90 7 1 –A 11/0 oz . 10,550 3358 SPECIMENS ARRIVED IN LAB: 7 -5 -90 • Seattle, WA 98118 Tacoma (206)4M/37 627 -4477 WEATHER: Sunny and hot. cc: _Owner, _ Architect, _...Engineer, .-.Contractor — Masonry Contractor ..Bldg, Dept. OTTO ROSENAU & ASSOCIATES, INC. ‘1 DATE CAST Mortar Mix: 1 Type S - DATE CAST 7 -5 -90 OTTO RC3ENAU & ASSC.IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South Seattle, WA 98118 (206) 725 -4600 • Tacoma (206)7520IAR 627 -4477 PROJECT: Southcenter Plaza Building C MASONRY REPORT JOB NUMBER: 90 - 185 REPORT NUMBER: 003 PERMIT NUMBER: 61.08 DATE: 5 July 1990 INSPECTOR: W.W. Johnson NOTES: The Engineer, Mr. Bhagat, at 9:00 AM telephone approved at contractor's request the use of veneer anchors D/A 2.13 manufactured by Duraweld, in lieu of AA Wire Products AA401J- W/A 400 as specified. Also the D/A 213 veneer anchors are to be spaced at 16" centers hori- zontal and 24" centers vertical in lieu of 18" centers horizontal maximum and 16" centers vertical as approved by the Engineer. At 11:00 AM, I requested from Mr. Bhagat to clarify the rebar sizes shown on J /S -1 that was different from the structural notes and other details on the drawings. J /S -1 shows two #5 horizontal top of bottom of typical masonry openings. Mr. Bhagat advised that the two #5 are to be deleted, use two #4 as shown in other details and specified in the structural notes. All cells were rodded properly immediately after grouting. All resteel was in place & secured, All resteel is from Salmon Bay Steel and is grade 60. COMPRESSION TEST RESULTS ON GROUT SPECIMENS GE IN NUMBER PRISM WEIGHT ULT. STRENGTH SIZE LBS. DATE BROKEN DA & Cascade Mills STRENGTH LBS. SQ. IN. Masons were laying block in the following areas: 6x8x16 & 6x8x8 split face, rose brown CMU at north wall, line A, 1 to 5, 2 to 3 courses high. Rope weep holes installed at bottom course on 32' centers. Non - reinforced PVC Wascoseal by York Flashings used between concrete foundation and bottom side of block and stapled to plywood wall. Mortar fins were cleaned off on all grouted cells. sack cement, sack lime, 20 shovels sand, 30 oz. rose brown color by Davis and and 32 oz. Hydratite Plus /sack of cement. 1800 psi @ 28 days DATE BROKEN 7 -12 -90 SPECIMENS ARRIVED IN LAB: 7 -6 -90 2 "x4" Mortar Cylinders COMPRESSION TEST RESULTS ON VIDNICIRIXIMINESWOOMPIA AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH DAYS NUMBER IN LBS. LBS. SQ. IN. 7 3 - A 1090 oz. 8850 2817 WEATHER: Partly cloudy, 70 ° F+ in afternoon cc: _Owner, _Architect, _Engineer, L Contractor _Masonry Contractor ...L.BIdg. Dept. OTTO ROSENAU & ASSOCIATES, INC. "40'7X-/efZiael JOB NUMBER: 90 -185 REPORT NUMBER: 004 PROJECT: Southcenter Plaza Building C DATE: 6 July 1990 SPECIMENS ARRIVED IN LAB: 7 -9 -90 WEATHER: Partly sunny, 60 ° 's to 70 ° F cc: _Owner, _Architect, _Engineer, .Contractor _._Masonry Contractor ..LBIdg. Dept. OTTO RCSENAU & ASSC :IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 Tacoma (206RSM1 1X 627 -4477 MASONRY REPORT PERMIT NUMBER: INSPECTOR: W.W. Johnson 6108 NOTE: Contractor installed non - reinforced PVC Wascoseal by York Flashing between concrete foundation and bottom side of block and stapled to plywood wall (up 5 "). Roll flashing = 12" wide by .020 thick. Contractor placed asphalt saturated felt (1511) over plywood walls at lines 1 & D. All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Salmon Bay Steel and is grade 60. & Cascade Mills COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ, IN. Masons were laying block in the following areas: line A, 1 to 5, completed to 1'8" at window openings and to 4' high at all other areas; line 1 (west wall), A to D, completed from foundation to as noted above; line D (south wall), 3 to 5, completed 2 courses high. Rope weep holes installed at bottom of bottom course on 32" centers as per plan. Anchors as approved by Mortar fins were cleaned off on all grouted cells. Engineer 7 -5 -90 being installed for all block work. Mortar Mix: 1 sack cement, } sack lime, 20 shovels sand, 30 oz. rose brown color & 32 oz. Type S - 1800 psi @ 28 days Hydratite /sack of cement 2 "x4" Mortar Cylinders COMPRESSION TEST RESULTS ON 2XNEGOZWOUB3213MICIMMIX DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 -6 -90 7 -13 -90 7 3 -A 1410 oz. 7450 2371 OTTO ROSENAU & ASSOCIATES, INC. sh-P ree/fiiro OTTO RC3ENAU & ASS&IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South . Seattle, WA 98118 (206) 725-4600 Tacoma (206) > 627 -4477 MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 005 PERMIT NUMBER: 6.108 PROJECT: Southcenter Plaza Building C DATE: 9 July 1990 INSPECTOR: W.W. Johnson Supervised grouting of CMU consisting of 6x8x.16, 6x8x8, split face rose brown and smooth face gray units and 8x8 black.Spectraglaze. Grouted north wall at line A, 1 to 5; west wall at line 1, A to D; south wall at line D, 1 to 3; first lift, 0 -4'. Except no grout to 1'8" under window opening at this time. Contractor installed Wascoseal flashing, 1541 asphalt saturated felt, rope weep holes at bottom of bottom course on 32" centers, and installed the approved veneer anchor units as required. All per City approved plans and specifications and/ or Engineer approval. Rope weep holes, Wascoseal flashing at bottom block were all 100% Batch weights: Job mixed: 2 sacks cement to 30 shovels 2000psi required at 28 days completed today. of 70/30 pea gravel and sand mix Cast cylinders * Cast prisms # 3 A —C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Salmon Bay Steel and is grade 60. & Cascade Mills COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SO. IN, 7 -9 -90 7 -16 -90 7 3 -A 3 3/4 "x4 "x7i" 91114 oz. 54,000 3600 Masons were laying block in the following areas: completed south wall, line D, 1 to 5; east wall, line 5, A to D, 1st lift to 4' and to 1'8" at window opening; north wall at line A at corner areas, 1 to 5, from 4' to 8', with electrical outlet and Spectraglaze. Mortar fins were cleaned off on all grouted cells. Mortar Mix: 1 sack cement, } sack lime, 20 shovels sand, 30 oz. rose brown color & 32 oz. Hydratite /sack of cement. Type S- 1800Psi @ 28 days COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 - 9 - 90 7 - 16 - 90 7 4 — A 12 oz. 17,050 4263 SPECIMENS ARRIVED IN LAB: 7 - - WEATHER: Hot & sunny, to high 70 ° 's cc: __ Owner, _Architect, _Engineer, _L Contractor _Masonry Contractor 1 BIdg. Dept. OTTO ROSENAU & ASSOCIATES, INC. ,P7fr OTTO RCSENAU & ASSL.IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 Tacoma (206) man 627 -4477 MASONRY REPORT JOB NUMBER: 90 -185 REPORT NUMBER: 006 PROJECT: Southcenter Plaza Building C Batch weights: Mortar fins were cleaned off on all grouted cells. Type S -(1800 13 @28days SPECIMENS ARRIVED IN LAB: 7 -11 -90 WEATHER: Sunny, 68 ° -80 ° + cc: _Owner, _Architect, _Engineer, _..Contractor _Masonry Contractor _1BIdg. Dept. PERMIT NUMBER: 6108 DATE: 10 July 1990 INSPECTOR: W.W. Johnson Supervised grouting of CMU consisting of 6x8x16, 6x8x8 split face rose brown and smooth face gray units and 8x8 black Spectraglaze. Grouted south wall at line D, 3 to 5, and east wall at line 5, A to D, 1st lift to 4'. Grout under store front openings from 0 -1'8" today at north wall, line A, only. Note: At 11:20 AM, Mr. Bhagat, the Engineer, verbally approved a 6' grout lift w /bond beam at 4' for all walls, 2nd lift from 4' to 10' (bottom of lintels = 10'). Job site mixed: 2 sacks cement to (., 2000 psi required at 28 days 40 shovels of 70/30 pea gravel and Cast cylinders # sand mix Cast prisms # 4 A -C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Salmon Bay Steel and is grade 60. & Cascade Mills COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 7 -10 -90 7 -17 -90 7 4 - 4 "x4 "x7 3/4" 10010 oz. 47,500 2969 Masons were laying block in the following areas: north wall at line A, 1 to 5, from 4' to 10' with bond beam @ 8'; west wall at line 1, A to D, form 4 to 9'4 ". Approved veneer anchors installed as specified. Mortar Mix: 1 sack cement, } sack lime, 20 shovels sand, 30 oz. rose brown color and 32 oz. Hydrotite /sack fo cement. COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 - 10 - 90 7 -17 - 90 7 5 —A 12 oz. 16,150 4038 OTTO ROSENAU & ASSOCIATES, INC. .4t377 PROJECT: Mortar fins were cleaned off on all grouted cells, Type S — 1800 psi @ 28 days OTTO RCSENAU & ASSCtIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 v G (206) 725.4600 • Tacoma (206)6Mi' 627 -4477 JOB NUMBER: 90 -185 REPORT NUMBER: 007 Southcenter Plaza Building C DATE: 11 July 1990 INSPECTOR: W.W. Johnson 1 MXtiTAN[11K CMU consisting of 6x8x16, 6x8x8 split face rose brown and smooth face natural color units and 84i black Spectraglaze. Approved veneer anchors installed as specified and approved by Engineer. Batch weights: psi required at 28 days Cast cylinders # Cast prisms # All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from and is grade 60. COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. Masons were laying block in the following areas: west wall on line 1, A to D, 9'4" to 10' (bottom of lintels); south wall on line D 1 to 5, from 4' to 10' with bond beam rebar @ 8'; east wall on line 5, A to D, from 4' to 8'. Mortar Mix: 1 sack cement, sack lime, 20 shovels sand, 30 oz. rose brown color and 32 oz. Hydratite /sack of cement COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 7 -11 -90 7 -18 -90 7 6 —A 12 oz. 14,450 3613 SPECIMENS ARRIVED IN LAB: 7 -12 -90 WEATHER: Sunny, 70 -90 ° + cc: _Owner, _Architect, __Engineer, 1Contractor _Masonry Contractor _IBIdg, Dept. MASONRY REPORT PERMIT NUMBER: 6108 OTTO ROSENAU & ASSOCIATES, INC. /1V / Salmon Bay Steel & Cascade Mills OTTO ROS NAU & ASSOCIATES, INC. PROJECT: Southcenter Plaza Building C ADDRESS: 330 Strander Blvd., Tukwila ARCHITECT: CONTRACTOR: Bumpkin INSPECTOR AND DATE CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 LI CONSTRUCTION INSPECTION REPORT INSPECTOR'S REMARKS PERMIT NUMBER: 6108 JOB NUMBER: 90 -185 ENGINEER: INSPECTED AT: Job Site R. Bogle Inspected and approved the resteel and forms in foundation and slab 6 -22 -90 on grade together lines A to D and 1 to 5. Resteel as per approved . plans and specifications except line #4 at line A of D should be reinspected for proper clearances before placement. Resteel is grade 60, as specified, from Seattle Steel and Salmon Bay. - EMS \ UL 0 21990 UJKWla PLANNING DEPT. T. Coop Inspected and approved the resteel and forms in footing on line 6 -25 - 4 between A and D. The clearance were made before placement. Resteel is grade 60, as specified, from Seattle Steel & Salmon Bay. This report is the exclusive property of our firm for c c ; Owner producing a final report 'to obtain a.Certificate of Occupancy.. Architect Use of this report by any other person or firm is strictly • Engineer prohibited without written permission from our firm. This i ontractor report may be a matter of public record at government agencies CITY OF 7'UK I nnU.S(11" /iI('li.\'TKI IU)('I.I:i.IAII, T('kl II..i. 11.Itil11. \'!1,t /c,r' I'll l.VP :+ r :'ln;, 43.4.1M41 Plan Check #89-397: Tukwila Pond Building C 321 - 333 Strander B1 THE FOLLOWING COMMENTS APPLY TO AND BECOME PRT�O,THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER lL 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 1, .1' 1.. I ,, uI'u ,,. .11usm Tukwila Pond Building C Page 2 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection. A Class 'B' roof covering is required. 16. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 17. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 18. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 19. Building envelope shall be insulated and glass installed shall comply with values and criteria noted on energy code work sheet attached to plans. 20. All shop drawings called for in general structural notes shall be maintained at job site and available to inspectors for inspection purposes. Drawings shall bear the approval stamp and signature of structural engineer. 21. All field revisions shall be submitted prior to proceeding with work. See attached revision form. Tukwila Pond Building.0 Page 2 22. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 'X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 X 3 Slab and/or Slab Insulation 431 -3670 X 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 r I :q X 10 Wall Board Fastening 431 -3670 11 Structural Concrete 431 -3670 X 12 Structural Welding 431 -3670 431 -3670 575 -4407 X 13 H Strength Bolting X 14 FIRE FINAL Insp: X 15 PLANNING FINAL 431 -3670 X X 16 PUBLIC WORKS FINAL 431 -3670 17 BUILDING FINAL 431 -3670 BUILDNG PERMIT INSPECTION RECORD CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 321 - 333 Strander B1 OTHER AGENCIES: (Post with Building Permit in conspicuous place BUILDING ( i 7 IO PERMIT NO. DATE ISSUED: SUITE NO,: PROJECT: Tukwila Pond Building C CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON RE INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. B. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. Structural Concrete 12. Structural Welding 13. High Strength Bolting 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department fortheir requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical =- Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. oam,eo X REQUIRED INSPECTIONS 0 '!i pit 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 6 r 4 Shear Wail Nailing 5 Rooi Sheathing Nailing II -.41r 8 Masonry Chimney ____ 7 Framing 1 5 insulation ' '�r ' 9 Suspended CoUing 010 Wall Hoard Fastening 12 ,.., __ ' _ " < <u: .:L„. l.J(l- 'tott , L 13 4(ihti .. u,,,• "'+-+1 1 r414 FIRE FINAL. Lnsp: A 15 PLANNING FINAL CO `<17 PUBLIC WORKS FINAL BUILDING FINAL k PLAN CHECK NUMBER PROJECT: ' - ' Fib . E Xi iiiC THE POLtONINS CDMNENIS APPLY TO AND SECOMI PART OP THE APPROVED PLANS UNDER TUKWILA DUILOINO PERMIT NUNIER jear No changes will be made to the plans unless Architect and the Tukwila Duilding Division. ( Y� Plumbing permit shall be obtained through the King County Wealth N Department and plumbing will be inspected by that agency, Including all gas piping 1291- 47321. 0 Electrical permit shall be obtained through the Washington State Division of Labor and industries and all electrical won will se inspected by that agency 1072.63631. v ia All mechanical work shall be under separate permit through the City of Tukwila. Alt permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. R i When special Inspection Is required either the owner, architect or engineer shall notify the Tukwila Duilding Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Duilding Division in a timely sinner. Reports shell contain address, project nese and permit number of the project being inspected. approved by the All structural concrete to be special inspected 1Sec. 306, U /C). All structural welding to be done by W.A.0.O. certified welder and �j�( special inspected (Sec. 306, UM. V4) All hIgh•strength belting to be special inspected (Sec. 3O6. UDC). ta Any new ceiling grid and light flsture installation Is required to IVYVY aset lateral bracing rsqulresents for Senate Tone 3. Partition walls attached to ceiling grid oust be laterally braced If over eight 10) feet in length. Readily accessible access to roof mounted equipment is required. Engineereed truss drawings and calculations shall be on site and available to the building Inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any espoeed insulations batting material to have Flame Spread Rating of 23 or less, and satirist shall bear tdentifieatioe showing the fire performance rating thereof. • Subgrade preparation including drainage, 'accretion, coapactien, and fill requirements shall conform strictly with recommendations • given in the soils report prior to final inspection (see ettacnel procedure.). A statement from the roofing contractor verifying fire retargancY of root will be required prior to final inspection -pr s+ws.i. A CLA.� ° Re *OoF COVEtIN4 IS W11 1t p, All construction to be done in conformance with approved plans and requirements of the Uniform Suilding Code (1918 Edition!, Uniform Mechanical Code 11100 Editloel, Wasninnton State Energy Code 11151 Edition), and Washington Stae Regulations for Barrier Free Facility 11989 Edition). All fcod preparation estsbliaheents must have King County Health Department sige•off prior to opening or doing any load processing. Arrangements for final Health Department inspection should be made by calling King County health Departaent, 296-4707, at least three working days prior to desire Inspection date. On port requiring Wealth Osperteent approval, it is the contractor's responsibility t0 have a set of plans approved by that agency on the job site. N A 2 Plre retardant treate0 woo0 shat$ hart+ a flies spread of net over 23. All materials shall bear ldentificatson showing the fire L V tu 8 performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 2 P ` _ty� Notify the City of Tukwila luilding Division prior to placing any $ w r`✓ concrete. this procedure is to addition to any requirements for � �iti tpeclai Inspection. All spray applied fireprooliag as required by U.B.C. Standard We. 43 -0, shall be special inspected. A11 wood to remain in placed concrete shall be treated wood. All structural masonry shall be special Inspected par Y.B.C. Sectios 306 tat 7. Validity of Permit. The issuance of a mitt or approval of plans, specifications and computations shall not be construed to be s permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurlsotctlon. No Cerait presueing to give authority or violate or rincel the provisions of this Code shall be valid. PROJECT ADDRESS DATE _6 - 12- . 11 2. 4. 5 , Plan Review II VeotEL 2 OF ' ISED "1c'..x,.11("ot t4IC, ''C �-�E*NEALO u D 0 s C ALC s Nlc s .4 L15Ep AND k14 KG_REtJtsfoI As Qu( 5 ova PLAN CHECK NUMBER 59-S97 ojpe. q SET OF • J•TRUCTURA L CALCQLATtoNt (.0171.1- A "WET" -5TAMp a -to 516NATLIeE O t.1G R�►l. Ei4C4 t UEa2. Rzcze.p. "4i N K. f3NAC&T " ��. .• �_ > F TRtSE OF 45 VtF) ,M CiaLL otr AT ooF . FeAMI Nc FXA•N is Nor CO ism L! � Toe. I) l(o )Z31 "bTAi s eAu-s 1N Zt .. • P.- aE• 'g ( E iDer i L. A A CALL Fop. 3Ato EpFdS. Ot E_ atRC.4. T4i t-443 1? CAlCJLATti cat4t �I�UUUtp� At(.S "[ _ out �ncl�'fl�l5 MEt-tBsQ. To 13 6 ppc 2 D liet vETAiL CA tL1 it- 3 tt aaD CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: PLANNING DIVISION May 25, 1990 Plan Check # 89 -397: Tukwila Pond, Building C (Revised) Site location: 321 - 333 Strander B1 THE FOLLOWING CONDITIONS OF APPROVAL FROM THE PLANNING DIVISION APPLY TO AND BECOME PART r 0 E APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. The dumpster area screen shall be made from the same materials as the building walls. The landscape area around the dumpster shall be landscaped with shrubs and with a minimum of four trees. Reviewed by: cc: Vince Frerrese /Mithun Partners Walter Kacsynski /Speiker Partners OTAK Incorporated March 15, 1990 Plan Check #89 -397: Tukwila Pond, Building C Site location: 321 - 333 Strander Bl THE FOLLOWING CONDITIONS OF APPROVAL FROM THE PLANNING DIVISION APPLY TO AND BECOME PA1T, OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER ((D City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433.1800 Gary L VanDuserr, Mayor ▪ Roof color shall be the same as Burger King. • Trim colors shall be the same as Buildings A & B. . Detailed landscape plan needs to be submitted before installation of plant materials. ▪ Lighting plan shall be submitted prior to Certificate of Occupancy. eP iewe by: cc: Vince Frerrese /Mithun Partners Walter Kaczynski /Speiker.Partners OTAK Incorporated • • 1530 - ith Ave. N.E. • SUITE 201 • BELLEVUE,198005 ' 13 (206) 74 -3592 • FAX (206) 747-5461 CONSULTING ENGINEERS June 13, 1990 Mr. Robert Benodicto City of Tukwila Building Department Plan Examiners Office 6200 South Center Blvd., Suite 101 Tukwila, Washington 98188 Re: Building "C" South Center AKB Job No. 90048 Dear Mr. Benodicto: Please find below our answers to your design review questions. ./ Item No. 1: Structural calculations with "wet" stamp are provided. Item No. 2: Actual design L.L. is 25 psf and D.L. is 15 psf. Lo. we specific 45. psf total because sometimes heavy roof or ceiling mounted equipment are supported by these trusses. It is just a conservative approach to unknown future loads. Titus OP Lit (sTKuriva.s 40 PSF) Item No. 3: Please refer to the west end of the building where detail C /S -3 is cut and W21 x beams are used. Detail C /S -3 is calla similaLat east end of the building where W16 x beams are shown. Therefore detail C / &-3 is consistent with the plan. Item No. 4: Please note that the General Architectural details are illustrative only for structural information. Structural design and call -outs will govern. LEW sHgLr' s - 3 Fog CoMtewe otis Item No. 5: Dryvit beam analysis shown on calculation Sht. M -1 is for end reaction and end connection which calls for (4) 5/8" Diameter A.B. or expansion bolts. Detail 7/A -4 is revised as per attached sheet. soca-7 s -3 2a..ststotJ We thank you for reviewing our work and we appreciate the comments. I hope our response is satisfactory. Please do not hesitate to give me a call if you have any questions. Sincerely, N�NV'°' A K = Engineers, Inc. �� � • B H 1`'1� � WASH / Arun K. Bha "at, P.E. c President �zw `',, oto RECEIVED CITY OF TUKWILA SOW i 3 ` $U PERMIT CENTER ■ ■ 1530 Oth Ave. N.E. • SUITE 201 • BELLEVUE, C.1 98005 (206) 747 -3592 • FAX (206) 747 -5461 CONSULTING ENGINEERS S T R U C T U R A L C A L C U L A T I O N S PROJECT: LOCATION: 4'14 dtit 4 s-Fe; s-oo VI IA cam.. . W1 VOA? �O ? A.e-1 0 0 : 6 Z - 3 3 41- FOR s P Lay, Tc �: w � CLIENT BY /4g,oN tt /3 H/1-6 r • • 1530 - `h Ave. N.E. • SUITE 201 • BELLEVUE, W �� .x,8005 (206) 74,„, :`692 • FAX (206) 747 -5461 4 ., >} 1 CONSULTING ENGINEERS S T R U C T U R A L C A L C U L A T I O N S FOR PROJECT: 13 Lt.! l 'C' LOCATION: Sa- J& c P63,0' Ttis,k.w1 a, IA CLIENT BY • dhI \P °; t LATA 9 AI V I IA CA_ c_e Y Y S C. OR. Z c.M V am alt.?' Vec N • �z n6 ) `3• - 3341- 1 it, l3 6)r 10 N M. o ko ! !! 'WI- APPRO A JUN 15 1990 I f BUILDING DIVISION A CONSULTING E S T R U C T U R A L • C A L C U L A T I O N S . u G 'PROJECT: I/C C' DATE: 4 rG 6 LOCATION: Sb. U G J I - �CkzA J 0 le 1L JOB NO: gO4 4-s BUILDING CODE: L g5 LOADS: ROOF DEAD LOAD = (S PSF ROOF LIVE LOAD = PSF ROOF TOTAL LOAD = Atc, PSF OTHER FLOOR LOADS: FOOTINGS: 1530 - Ave. N.E. • SUITE 201 • BELLEVUE, W08005 (206) 747 -3592 • FAX (206) 747 -5461 WIND LOADS: P= / ,d 7 PSF Ce= , 7 Cq= /, 3 Qs= /7/-44 1= /, 0 SEISMIC LOADS: Z= 6 I= 1,0 C= 2,7S Rw= v W =D.L . KIPS = f0?, Oi RETAINING WALLS: PCF (EQUIVALENT FLUID PRESSURE) psoil= PSF GEOTECHNICAL REPORT: t ;19 FLOOR DATED: U �,•� eo 4. , I I ! FLOOR DEAD LOAD = FLOOR LIVE LOAD = FLOOR TOTAL LOAD = ewe WINO S. d PSF PSF PSF MATERIAL ALLOWABLE STRESSES: CONCRETE: 1. r j;Jv. .-'..t •) f' c= 3c d 0 PSI 2 . f' c= Psi MASONRY: f'm= (yam PSI REINFORCING STEEL: ASTM A615 GRADE_ (PL Fy= �G" KSI Fs= Z U , KSI - STRUCTURAL'STEEL: ASTM A36 Fy= 3 i KSI Fs= - 4' KSI GLUE - LAMINATED BEAMS COMB: dr. 4. V Fb= ^ c( 0 PSI Fy= 1 o c PSI SAWN LUMBER AS NOTED ON THE DRAWINGS OR .IN THE GENERAL NOTES. PLYWOOD (ROOF) : ,,;'8 C$- ( e4W 9 (2.24(a PLYWOOD (FLOOR): _ c j) n S ' ) ( . 4.)-4- tet 0„ ;r.)( r;::.. r'r .c:.. . rs `. 44\-it:: HAM' rt 4'4- a ■ . . . CONSULTING ENGINEERS . PROJECT eza (/r"'a Nc' • BY �� /` /2- / SHEET �� LOCATION �•Jv - /l 6,...A. n , ' 7 : /16. -, CHECKED CLIENT Aft U4/ _ DATE % /4J (206)747.3592 ) 0 ' JOB NO. 1550 . 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • 1 f4 <76? S S 2-44.- d o -�- s,o 4-Al /4 7VcOs 1 1 % —0 A 3 7 -/ d /t1,,/c- c. /J ✓�' /lt. V-S`3 / 57. G'�Z1 v2 ^409 l /( . . C ONSULTING ENGINEERS . PROJECT BY " � SHEET LOCATION CHECKED CLIENT DATE .one NO 1550 . 140th Ave, N,E..• SUITE 404 • BELLEVUE • WA 98005. (2061747.3592 • , CONSULTING ENGINEERS PROJECT BY g- , 3 SHEET LOCATION CHECKED CLIENT DATE JOB NO. 1550 . 140th Ave. N,E; • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 lAJOtO W L Mvo,A3 a 6 A Aeuixic (1 , A C 0511 ns, 5 My 4-1 11 l 2 G,c. Gym. SZ •sc .= '5 7$)/ .......... a m ( 3 CONSULTING ENGINEERS PROJECT BY ��/,� , • SHEET LOCATION CHECKED CLIENT DATE JOB NO. 1550 . 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 6..-40 6.2 - 7 (IC C Kale 7 v % C /1CC . _ M of "I' C. j1 z� � C C2.177 1 37 5tAC cvt,i.a lv c. vt,W. e p wl' (D (°' 17) l +. v•• (2.37 /5r- -- 1/Vf* 4 4 • . t w /c_? 1 4 ° 4 (G Sch .M s x o LG [-.9 A-/C 09v ` (3) i¢o 15:47 e8, ws 2.0.7'P rz 1,11 • tx.irt... s PL‘fuj.) • • • ••••••■••••■•••• •■•••■•••••••••••••••.• Poo. • (-) -noa, 141 . . • 7' i , ' / 7 • *.: i „. 0 -E1 1 44ran 7+7 355z M ' 3 CONSULTING ENGINEERS PROJECT BY SHEET LOCATION CHECKED CLIENT DATE JOB NO. 1550. 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 c -( O cy ,0 5"G,u g/c e l7r ? • f /, d 2g,7 4 P` 4,7 • r Sc") /( a (4' M„,„A. g srAp2d Cat C6i') a 75 �'1-` ,4 3s "•35 57 X (7u) (2,‹) („ ! Co . , ca w- G,-1Cp 2.24 &TV 41' i ■L F IA C I t?-t. .I 7 /7¶) ( ,y 1111 411rallIng•rjr2=1,401111•4111111711rA11.1111•11VINCIIINIZ • C • • t-r • . . . CONSULTING ENGINEERS PROJECT BY ��V. _' � SHEET LOCATION CHECKED CLIENT DATE inn kin 4550 • 440th Ave. N.E. SUITE .404 •" BELLEVUE • WA 98005 . (2061747.3592 x 0 U CMU - -- GRADE N t'm•- 1500 PSI REINF--- GRADE 40 ALLOWABLE STRESSES -- NO INSPECTION Fs = 20 XSI Fm - 250 PSI Fv = 19 PSI (W /O SHEAR REINF) Fv = 58 PS (W/ SHEAR REINF) Fu = 70 PSI LINTEL REIN? d Ms 6 X 16 6 X 24 6 X 32 6 X 40 6 X 48 8 X 16 8 X 24 8 X 32 8 X 40 8 X 48 10 X 16 10 X 24 10 X 32 10 X 40 10 X 48 12 X 16 12 X 24 12 X 32 • 12 X 40 12 X 48 2-44 2-04 2 - #4 2 - #4 2 - #4 2 - #5 2-15 2-45 2 - #5 2 - #5 2 - #5 2-95 2 - #5 2-05 2-05 2 - #6 2-16 2 - #6 2-06 2 - #6 12.5 20.5 28.5 36.5 44.5 12.5 20.5 28.5 36.5 44.5 12.5 20.5 28.5 36.5 44.5 CMU LINTELS 12.5 20.5 28.5 36.5 44.5 7.31 12.29 17.33 22.41 27.51 11.24 18.92 26.71 34.55 42.44 11.39 19.13 26.96 34.86 42.79 16.02 26.95 38.02 49.18 60.39 - FULLY GROUTED 1985 UBC Mm 2.96 6.71 11.46 17.08 23.45 4.20 9.55 16.35 24.40 33.54 4.91 11.07 18.88 28.09 38.54 6.25 14.18 24.26 36.17 49.70 * ** Ms Mm . Vv yr Vu • MAX MOMENT -STEEL (K -FT) MAX MOMENT - MASONRY (It-FT) MAX SHEAR -NO REINF (KIPS) MAX SHEAR -W/ REINF (RIPS) = MAX SHEAR -BOND (KIPS) NO INSPECTION N -4AD vv 1.17 1.97 2.78 3.59 4.41 1.58 2.65 3.74 4.84 5.95 2.02 3.39 4.77 6.17 7.57 2.41 4.06 5.73 7.41 9.10 yr #3 @8 3.44 5.64 7.84 10.04 12.24 3:44 5.64 7.84 10.04 12.24 3.44 5.64 7.84 10.04 12.24 3.44 5.64 7.84 10.04 12.24 * ** Vr Vu #4 @8 3.58 6.01 8.48 10.97 13.46 4.81 2.9 8.10 5.0 11.43 7.1 14.79 9.2 18.16 11.3 6.15 3.0 10.25 5.0 14.25 7.1 18.25 9.2 22.25 11.3 6.25 10.25 .14.25 18.25 22.25 L- 1 2.4 4.0 5.7 7.3 9.0 3.6 6.0 8.5 11.0 13.5 2• • ' CONSULTING ENGINEERS PROJECT BY`"�� "� 'i 1-4C: ' SHEET LOCATION CHECKED CLIENT DATLI7 0 (206)747.3592 ) J JOB NO. 1550 . 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • N6fL 1 -SOJT A +c *Kr 4 ( (()(3,$) )ez +. '9 761 64,I,7 .7_,>4., 0 � o; r. .: -� ( .k.)(-3 ^ >4 -) 4-c4•) (5.3 oz) 2 4 4..c. 373 ,x- 2 i'3, 3 4 a gb sr 34' Gc),lorfir 7, 302' c_kotio p lA)/ (O-7o 1 - a U c • 1 CONSULTING ENGINEERS PROJECT BY Gl �'Z./ I I �^ . i , !r r EET SHEET LOCATION CHECKED CLIENT DATE JOB NO, 1550 . 440th Ave. N.E. • SUITE 404 • BELLEVUE • WA 98005 • (206)747-3592 CD - Ira- 904)4 vj 24)A CD (4 i'2•ct / - 3,34 4! 4 4: l3,cl 1 3, u � '3,-;c1 K- *511"/7 G it S 10 4 ,7170 - f- I 0 t4 M ' , 3 a CONSULTING ENGINEERS PROJECT BY`-�� CHECKED L�'�" -3 SHEET LOCATION CLIENT DATE .'oa NO. 1550 . 140th Ave, N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 G ( wt�,& 3 5 .(0.120., - $‹- 1; Crj:d -{ �. r ( G[ Z') 6' fsq IMM ‘i 2( "24 2,C.)(1-1) 5 a Q: gc.4ic t►4.J) . 2.6 o P C . r 5 73 G `re. C 0 r.. v s i.n4 -' =<( ci)(51)( ) }�� • ' c .. CONSULTING ENGINEERS PROJECT BY SHEET LOCATION CHECKED CLIENT DATE JOB NO 1550.140th Ave. N,E, • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 rL&i•• • v �r / 3ct ■ •/.l rt 90 •f . MITHUN P A R T N E R S • cc: For your: We are sending you the following: ❑ Attached ❑ Under separate cover ❑ ate, 57‘",4)1,,. , Z,. ARCF(ITE.CTURE • ;t'LANN ING & • '.INTERIOR D •414 OL1VR WAY S >U'I T E. S'0 0 SEATTLE WA 98101 (206) 623 3344 FAX (206) 623 7005 Date Project No. ❑ Memorandum ❑ Information ❑ Review & comment ❑ As requested ,A\G) to Ns RECEIVED CITY OPTUKWIIA APR - H - 1990 PERMIT CENTER If enclosures are not as noted kindly notify us at once.. ,-ROM: C I TY OF TUKWILA DATE 4/00 TO :MITHUN PARTNERS CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 * *REVISION SUBMITTAL ** PR 4 1990 7 :10AM P,02 RECEIVED CITY OF TUKWILA APR 161990. PERMIT CENTER R4-2At old PROJECT NAME 1 / ) ADDRESS �U2e�// 1�4 ,J4 / 5:- L i � ' 1 144 CONTACT PERSON LJ/ rei2.4 E PHONE 4 � 33 TL ARCHITECT OR ENGINEER �2)14't" Pi9A7"N/P-s PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER fl TYPE OF REVISION: s &. 4117 si M / 4J - off- d1.- l - t - J .-; 7- .� ' w ` W 6/ s hop okv s s *k;, i,/ . ?Veer 1 s Wijoil SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. e . SUBMITTED TO 7 e �/ s:. BARGHAUSEN CONSULTING ENGINEERS, INC. "Land Planning, Survey, and Design Specialists" Mr. Bob Benedicto City of Tukwila Building Department 6300 Southcenter Boulevard Tukwila, WA 98188 RE: Civil Engineering Plans for Building "C" for Southcenter Plaza Shopping Center Our Job No. 2885 Dear Bob: At the request of Spicker Partners, I am submitting six blueline sets of the Civil Engineering Plans for this project. The enclosed drawings include site plan, grading, drainage, water and sanitary sewer designs. The site plan has been revised in the area of Building "C" in accordance with the site plan layout prepared by Mithun Partners. By copy of this letter, I am submitting one set of plans to Mr. Phil Fraser, representing your City of Tukwila Engineering Department. The domestic water service, side sewer and roof drain stubout have already been constructed for Building "C" based on the approved plans, so I do not expect that any additional approvals from the engineering department will be needed. However, please coordinate internally to make sure that all of the required building, planning, engineering, fire and maintenance department approvals are satisfied. Let me know if you need any additional information in this regard. RJA/bb C551.29 enc: (6) Sets - Civil Engineering Plans cc: Mr. Phil Fraser, City of Tukwila Engineering Department (w /1 Set Plans) Mr. Walter Kaczynski, Spieker Partners (w /1 Set Plans) Mr. Ron Vanderveen, Mithun Partners (w /1 Set Plans) May 11, 1990 COURIER DELIVERY Re • tfull x Armstrong, P.E. roject Engineer RECEIVED CITY OF TUKWItA M AY 1 1 1990 PERMIT CENTER Home Office: 18215 72nd Avenue South • Kent, Washington 98032 (206) 251 -6222 • Fax (206) 251 -8782 California Office: 4612 Roseville Road, Suite #103 • North Highlands, California 95660 • (916) 348 -3057 • Fax (916) 348.0953 TO: P ROW: D ATE: SUSJECT: (10 /T2.MEM0) Citycf Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (201) 433.1800 Gary L. VanDusen, Mayor )cic MEMORANDUM r� _y N ERGY:, COMPUTATIONS UU THCENTER° PLAZA BUILDING S JOB NO 88066.10 ►P RIL• 13, .1990, Y VINCENT.'FERRESE A`R.r N';E;RS UIRED VALUE. OF INSULATION oof = 5564 sf'x .025u 13 9.1 f alls North - See worksheet. .440.0 South See worksheet 169.6 W est - See 'worksheet E ast`- See' worksheet • 212.5 LL SYSTEM ;Inside. Air Film 5/ 8 GWB 12 -19. Batts 12" Plywood Sheathin Air., Space CMU, 40% Grouted .' O utside : Air 'Film F SYSTEM Air Film R` 38 Batts :. 5 /8" Plywood Torch Down Roof '' utside Air' Film WO RK SHEET S OUTHCENTER PLAZA BUILDING MP JOB NO. 88066;10 APRIL 13, 1990- BY VINCENT • FERRESE ST, 5 3''x 13' -6" = 715.5 .gross Glass- . 8'x6'x(4) 10' x x(1) 372 x.. all 343.5' sf x ..044= x13'76" = 715.5 gross, , : •, lass' -'8' x 6'x (2) all - '439:5 sf 'x .044' G lass - 4500 sf tenant exempt per 402d 1120 `sf- tenant - =192 sf x.70 -::11301 sf sf x. ::044'` :169. _ Mahan &DeSaly® CONSULTING ENGINEERS Mr. Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, WA 98188 Regarding: 89 -T -17 (Southcenter Plaza - Bldg Dear Mr. Griffin, 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 RECEIVED CITY OF TUKWILA JUN . 0.6 1990 PERMIT CENTER We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. We have no additional comments. Enclosed are drawings, calculations and soils reports for your use. Sincerely, Crys al Kolke 41 CLK :3 Mithun Partners 2000 - 112th Avenue NE Bellevue, Washington 98004 MITHUN PAR T N I R S Energy Code Calculations Building Cat Southcenter Plaza Job #88066.03 November 20, 1989. Prepared by Vincent Ferrese Required Thermal Performance Required Roof Required 'Wall Ave Required Perimeter Slab Provided Thermal Performance Roof Opaque Wall Glazing Opaque doors (insulated) Perimeter slab Wall #1 ,Air film 4 " c.m.u. 1" air space 1/2" CDX R -11 1/2" gwb Air film R Roof Air film Built -up roof 3/4" CDX R -11 Air film (refl.) R = 4800sfx.07 2752 x 0.068 1174sfx0.60 78sfx0.33 .17 .33 .93 11.00 1.32 . 13.75 therefore U = ;07 4800 sf x 0.035 = 168 4004 sf x 0.30(per 404 d) = 1,201 R8 .17 .71 1.01 .58 11.00 A5 14.60 .therefore U = 0.068 1,369 = 336 = 187 = 704 __ . 1,253 0 @Eng Nov,2719E8 ti1a RECEIVED CITY OF TUKWILA NOV 2 0 1989 PERMIT CENTER ARCHITliCTURJ3 PL. ANN I 'NI O: K INTEdRIOli DLt8WN 2000 112T11 AVL;. N1i • BGI.LE;VUE WA 98004 (206) 451 . 3344' : FAX (206) 646 4776 TO: FROM: 1909 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor DATE: 4 - a0 MEMORANDUM v. SUBJECT: 'T KLut LA 'V t4 D S97 & __ i t) • Y b RE E D CoNr�4cTtEc MAalo A%ZDf tc •�Tkk JC 1 t.t REL)tE(z 1N10 RE5ivnt-ts E. T IM)Ec.ePI L r g - -- - REOI €) 6L4 FLANS E l(GOD [ Ape% CeLoco. LL.Iq i4 CN- AtztED T )t.Gx 5e ercA-DED i bvz 60 T.t44N1) G“ArNT' aw -M Ems 1NcC.U'DE.D [� ► I I. u.• I, r 1,1 - ' 116,1 • 't" v,. .14 Qo Comptore kRe0 if,to 4 cio t5 {�G�.N►IT G4PPGICA -TlObl NereDSTo'BE AMEN1*2 1) 5 Me El F ke_ t74 - r1 et4r 5 Plan Review PROJECT ADDRESS "52, _ -3- DATE 4- OCCUPANCY GROUP -Z, TYPE OF CONSTRUCTION LOCATION ON PROPERTY BUILDING HT. / NO. STORIES <DA.aW' S t 1 4 4911 0 OCCUPANT LOAD C:r iA ~42 FLOOR AREA. EXITING REQUIREMENTS F `75 1. • PRocivomp O,K. ' - r 4'ntac4 rt F'1GES• IZE�1R�i✓1 Eat. IT �- ija►tAt iii.. paC.e.� � X% S cTLM. ✓O t K . ,1 _ - OCw DETAILED REQUIREMENTS EXtTt 1c 1 t TM 4op1 ,r�, ,�I7 Uput tsp. ' Eg 4t OCCUPANCY Ot K TYPE OF CONSTRUCTION • OI KA '' n PART V, CHAPTER 23, U.B.C. "FOL U�C�C 41 �/ .11-[ n 1 W.S. E.C. ( A' )11111514 CHt9A'PPT�E 5 -10, W.A.C. ` 4rt LDNeu. Ott VOA vo I L 1 5410 a 1 ax4 CDR, P,sPM (2- 4Ca CITY OF T UKWILA DEPARTMENT Or COAIMUNI ' "VELOYMENT prepared by: , PL ANN /NCB 01 V /SION PLAN CHECK NUMBER OFC Cot I Z ltISTAttED Na r �xrrs � .)t.Crr4 ‘t • SLr O. =1� Mahan &DeSalvo CONSULTING ENGINEERS December 18, 1989 Sincerely, Bridget Smith REW:1 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 cc: Mithun Partners 2000 - 112th Avenue NE Bellevue, Washington 98004 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624-8150 Regarding: 89 -T -17 (Southcenter Plaza - Bldg 'C') Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. The soils report that was submitted for review ( #1192- 12-1, October 24, 1988 by Geo Engineers, Inc.) does not match the report referenced in the General Notes. The soils at this site appear to require special preparation for conventional spread footings to be used. Please submit applicable soils report and note on the drawings the necessary preparation for the subgrade or reference the requirements of the soils report. 2. Provide calculations to show adequacy of diaphragm chords. Revise drawings if required (provide splice details). 3. The engineer is to provide a letter to the City stating that the shop drawings have been reviewed and approved; list shop drawings to be reviewed. Include this information in the structural notes. 4. Please note on the drawings that the special inspection requirements of Section 306 also apply to concrete and structural masonry. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. March 15, 1990 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor Plan Check #89 -397: Tukwila Pond, Building C Site location: 321 - 333 Strander B1 THE FOLLOWING CONDITIONS OF APPROVAL FROM THE PLANNING DIVISION :APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. Roof color shall be the same as Burger King. 2. Trim colors shall be the same as Buildings A & B. . Detailed landscape plan needs to be submitted before installation of plant materials. ▪ Lighting plan shall be submitted prior to Certificate of Occupancy. R iewed cc: Vince Frerrese /Mithun Partners Walter Kaczynski /Speiker Partners OTAK Incorporated O City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 89 -397 (513) Gary L. VanDusen, Mayor February 6, 1990 Re: Tukwila Pond Building #C - 321 -333 Strander Blvd., 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) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, 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 -6.6) (UFC 10.301) 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) (UFC 10.301) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit doors shall swing in the direction of exit travel City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 2 Gary L. VanDusen, Mayor when serving an occupant load of 50 or more. (UBC 3304(b)) Exits serving more than 50 occupants must be provided with illuminated exit signs. 3. An approved fire alarm system is required per City Ordinance #1327. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. (Plans must be submitted to the Fire Prevention Bureau for approval prior to installation.) N.F.P.A. Standards 71, 72A and 72E will be used to review the plans submitted. Local UL Central Station supervision is required. (City Ordinance #1327) 4. 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) 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) Enclosed attic spaces formed of combustible construction shall be divided into horizontal areas not exceeding 3000 square feet by partitions extending from the ceiling to the roof. (UBC 2516, 4 -B, iii) 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 428. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) 4 City Of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L'VanDusen, Mayor •This ;review limited to speculative tenant space only special fire permits may be necessary depending on detailed description of intended use. • cc: Page number Yours truly, The Tukwila Fire Prevention Bureau file ncd' -1� raahanCzDeSacf0 CONSULTING ENGINEERS December 18, 1989 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 89 -T -17 (Southcenter Plaza - Bldg °CI) Dear Mr. Griffin, 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 6248150 n c; 0IN NI MAR 20 1990 We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. The soils report that was submitted for review ( #1192- 12-1, October 24, 1988 by Geo Engineers, Inc.) does not match the report referenced in the General Notes. The soils at this site appear to require special preparation for conventional spread footings to be used. Please submit applicable soils report and note on the drawings the necessary preparation for the subgrade or reference the requirements of the soils report. 2. Provide calculations to show adequacy of diaphragm chords. Revise drawings if required (provide splice details). 3. The engineer is to provide a letter to the City stating that the shop drawings have been reviewed and approved; list shop drawings to be reviewed. Include this information in the structural notes. 4. Please note on the drawings that the special inspection requirements of Section 306 also apply to concrete and structural masonry. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, ... ` ; Bridget Smith REW:1 cc: Mithun Partners 2000'- 112th Avenue NE Bellevue, Washington 98004 Gentlemen: City of Tukwila Planning Department 6200 Southcenter Boulevard Tukwila, Washington 98188 Attention: Mr. Duane Griffin, Building Official GeoRngineers, Inc. • • 2405 140th Ave, NE; Suite 105 • • Bellevue, WA 98005 Telephone(206) 746.5200 Fax. (206) 746.5068 ti Geotechnical Plan Review Buildings A, B, & C Southcenter Plaza Tukwila, Washington File No. 1192 -27 -1 0 0 Consulting Geotechnical Engineers and Geologists We have reviewed geotechnical aspects of the grading, preload, and foundation plans for the subject buildings as requested by the City of Tukwila. We have previously prepared geotechnical reports for the Southcenter Plaza Project dated October 6, October 24, November 21, and December 2, 1988. The following specific documents regarding the project have been reviewed: 1. Sheet 1 of the Grading /Temporary Erosion Sedimentation Control Plan dated December 1, 1988, prepared by Barghausen Consulting Engineers Inc. Sheets Cl through C6 of the Civil drawings dated March 1989, prepared by Barghausen Consulting Engineers Inc. 3: Sheets S1 and S2 of the structural drawings dated March 31, 1989, prepared by Engineers Northwest Inc. Based on our review, the above plans are in general compliance with the recommendations presented in our geotechnical reports. City of Tukwila Planning" Department May 26, 1989 Page 2 JEB:JKT: cc: Mr Walter:. S. Kaczynski,.Jr. Spieker Partners 'P.0. Box 97022, Bellevue, WA 98009 J K. Tuttle P ncipal Mr. Vince Ferrese Mithun Partners 2000 112th Ave. N.B., Bellevue, .WA;98004 We trust that letter provides the information :you :need at this time. If there: are any questions concerning our review, please do not' hesitate to contact us Yours very truly, GeoEngineers, Inc. MITHUN P.A R T N 13 R S Energy Code Calculations Building C at Southcenter Plaza Job #88066.03 November 20, 1989 Prepared by Vincent Ferrese Required Thermal Performance Required Roof 4800 sf x 0.035 = 168 Required ;Wall Ave . ; 4004 sf x 0,30(per 404 d) = 1,201 Required Perimeter Slab R8 Perimeter slab R-8 Provided Thermal Performance • Roof 4800 sf x :07 = 336 Opaque Wall 2752 x 0,068 = 187 Glazing 1174 sf x 0.60. = 704 Opaque doors (insulated) ` 78 sf x 0.33 = 26 1,253 Wall #1 Air, film ;17 4" c.m.u. .71 1" air space .1.01 1/2" CDX .58 R -11 11,00 1/2" gwb .45 Air film .68' R = 14.60 therefore U = 0.068 Roof Air film . .17 Built -up roof 33 3/4 ". CDX , .93 R -11 11,00 Air film (refl.) ' '. : R = 13.75 therefore U = 1,369 RECEIVED .:.. • CITY OF TUKWILA N OV 2 0 1989 PERMIT CENTER AItCHITGCTURI3', PLAN.NING. S:, INTERIOR DESIGN' 2000 112TI1 AVE . NE BELLEVUE WA 98004 (206).43.1,3344. I :A Y!1fl# (16 d776 CONSULTING ENGINEERS- PROJECT SUI K*I 4/ 8Y ~ I �I���' CHECKED / T SHEET LOCATION CLIENT DATE /00 i GG l0 ' JOB NO. 1550.140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3692 R U C T U R A L ST C A L C U L A T I O N S 1 K,UII I.Ar WA CLIENT BY 1550 140TH AVENUE N.E. SUITE 101 BELLEVUE, WA 98005 (206) 747-3592. RECIVED CITY OE F TUKWItA NOV 2 0 1989 PERMIT CENTER MIC MI3 1550 = 140th Ave. N.E. • SUITE 101 • BELLEVUE, WA 98005 I I (206)747 -3592• • FAX (206)747 -5461 CONSULTING ENGINEERS 'I PROJECT :�� G LOCATION Q BUILDING CODE I ` t6 LOADS: ROOF DEAD LOAD = ROOF LIVE LOAD = ROOF TOTAL LOAD S T R U C T U R A L OTHER FLOOR LOADS: WIND LOADS: P= �s,- PSF SEISMIC LOADS: Z =b,30 I= /.0 RETAINING WALLS: FOOTINGS: MASONRY: 2. REINFORCING STEEL STRUCTURAL STEEL GLUE - LAMINATED BEAMS PSF PSF PSF psoil= 2° a t3 PSF GEOTECHNICAL REPORT: 4 � / �,� � �iGi V0e-upl AW) MATERIAL ALLOWABLE STRESSES: CONCRETE: 1. "VP 1.11.1CV017.404■1 COMB: C A L C U L A T I O N S FLOOR DEAD LOAD FLOOR LIVE LOAD = FLOOR TOTAL LOAD, DATE ( Jos. NO 59.1(2. Ce= 0,7 Cq= /,3 Qe=i7esF C =�. 2 5� Rw= W= KIPS= PCF (EQUIVALENT FLUID PRESSURE) ASTM 40,(Go DATED: f :Cc= VPSF PSF PSF O 0 PSI PSI Fy= ciso . KSI Fs= 7_.O KSI Fyz ..0" KSI Fs= . KSI Fb= / VAS-4 PSI Fv= t�� y PSI SAWN LUMBER AS NOTED ON THE DRAWINGS OR IN THE GENERAL NOTES. PLYWOOD (ROOF) : g $ p ' ( h) PLYWOOD (FLOOR): I= /, I/ 3 ' , CONSULTING ENGINEERS PROJECT BY1, 1• — I ' SHEET LOCATION CHECKED CLIENT DATE � 11 7j '); JOB NO. 1550.140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 3 = 4- 1 s -tkiJ rriaretAitn --1-1T if Vl s -H L )' — 2 o'I: ?eta � , I�z ,zq ��, I 0 ' z 4- r =c- ._ Cu^ ... . _ I 'IL Xcl" 11Visx s 2f"a t,Q, ,,,= vlsFLF >; 0 1°c-F 05\ . th2 15:V-1 44.%4•(- 44.@.ie,cAw) -• 2 m,te -te- (\ .1 , l 2- 4-x 4- P r (5,o'` e 34 -x. (2 p : ,27' NA Y • 3 132 2 2, 0 1 7 0` 1, 105 1 /) ' oft :$0 0 ' 4 Rai- 4 1. o I,'�.'c,k + ZO 11 44.4 C`+, • 1 . CONSULTING ENGINEERS ..._..... a PROJECT By SHEET LOCATION CHECKED CLIENT DATE /� /s• JOB NO. 1550 . 14091 Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 M • ' 3 CONSULTING ENGINEERS PROJECT BY �_��"� `� CHECKED 2 �` J SHEET LOCATION CLIENT DATE ) ///� /rg JOB NO. 1550 . 140th Ave. N.E. •. SUITE 101 • BELLEVUE • WA 98005 • (206)747.3 -.op- ' L.ot°E • tj/4n/ FT tj/4,q/ FT !v\ T r C7 y WA, . C.34 c•K-E - M.AM. 0 ) • ; r • ' a� O O T I , , / • I. N oAo tj/4,q/ FT !v\ T r C7 y WA, . C.34 c•K-E - M.AM. 0 ) • ; r • ' a� ■ ■ ' ' CONSULTING ENGINEERS PROJECT BY . I SHEET LOCATION CHECKED . CLIENT DATE JOB NO. 1550 . 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747-3592 QU A -u- c.a.rre _ f2 65 \ -j,;■•• .1 2,t1 7.- 0 16 (le> I I P• f r . ��. I 6 1 ` . (..o iter r y'' rca.,IA OS ?%5 `,(, '7c5—ts rof CONSULTING ENGINEERS PROJECT SY 0VIO'Z SHEET LOCATION CHECKED CLIENT DATE JOB NO 550_140Ih Ave. N.E. • SUITE fOf • BELLEVUE .• WA 98005 ., (206)7474592 • 44444 `. +w�w�•.4h��v Kw�.� nn ' ' Li • . CONSULTING ENGINEERS PROJECT BY SHEET LOCATION CHECKED CLIENT DATE JOB NO. 1550. 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 cot fc, aAA Z b 44 x- 0 5 1 l,'/ Lntc, ,�M 3 o 422 'r ` 1 �a '� C3,�•6 %3�� - � 2775 < �� L?. 4 )41(+6)c wt, IIGot ( 4-) -"T cast . To -RoT P C41(,(sis) = . -1443 4 21 W6)01 Ioc.2r, NALI ` 5t %IL 111 3 LI ' , CONSULTING ENGINEERS PROJECT Y I�C � AT SHEET LOCATION CHECKED CLIENT _ DATE / /40/g 7 (206)747.3592 /• JOB No. 1550. 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • • ' ' 3 CONSULTING ENGINEERS PROJECT BY �' 2 Acr SHEET LOCATION CHECKED CLIENT DATE /, '),/ `1 JOB NO. 1550. 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 I` ca (7, X I2.p4;,+ h f p4 .TWvJ _ I3 , 2 • • N -s wN-u,s (it' os. - ti./tan- - 4-e fir> 04, + 2)(1 64'° r`" -) 2 W & Ups vJ (col) (4'1 r-`) taro)./.. (_to 3 r2;.2 -+ i0 s; G� vg W �O &)(Cf23n.+51;4) U ' , CONSULTING ENGINEERS PROJECT BY C,4014, CHECKED « 3 SHEET LOCATION CLIENT DATE JOB NO. 1550 . 140th Ave, N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 kp N b i. ►1, , IW T 'w L4 �- Z 04 + V6'414 Vikkidat I,•to;r. YCZ,C)(e'20') g74 il� ;w L ' ILL (+NC -) is S to 4ba <I.`f O ' w C c�� g,� ) (q) a,► o s tar r H.4 LQJiw(NS NAT A'y 6447 WIRAA /-'-‘%._ 1 + - ‘ 45.1. = 3RS ?Cif � , to 4- R� �x W�u,� -i 14T. , Ccn)() Ivio.44 Q k3.0w: 4 "") 0 7G, ?''• v I Zt ,- Iu, l ,(4 4- (A4-.N.. o v.- 3 C ONSULTING ENGINEERS PROJECT B I �( �"' " 4. SHEET LOCATION CHECKED CLIENT _ DATE 11 4.4 l Y 9 ' JOB NO. 1550.140th Ave. N.E. • SUITE 101 . BELLEVUE • WA 98005 • (206)747.3592 TO: PROM: OATS: SUSJICT: MEMORANDUM (10 /T2.MEM0) Cite of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 1206) 433 -1800 Gary 1. VanDusen, Mayor Mahan c: D ad U o . r1c . hQJi ' ha k\ov-ernb-Qc c riSC) 5outhc.iant -r Pcxzo w dam- fr 7l REYE. C .) PROPERTY OWNER Spieler Partners E— PHONE 45 - ADDRESS 915 118th Avenue S.E. , Bellevue, WA (Public Public World JZI 1600 P 98005 CONTRACTOR Lumpkin Construction 'RINT NAME: (C (''H H ) (PHONE 3294129 ADDRESS 1627 Eastlake Avenue East, Seattle, WA ZIP 98102 WA. ST. CONTRACTOR'S LICENSE # LUMPKI *242 EXP. DATE 12 - - ARCHITECT Mithun Partners PHONE 454 -3344 ADDRESS 2000 112th Avenue N.E., Bellevue, WA ZIP 98004 TYPE OF CONSTRUCTION: y _ N UBC EDITION (year) SETBACKS: N — S — E— yy :IRE PROTECTION: S Q Detectors C.� N/A UTILITY PERMITS REQUIRED Yes Q N o (Public Public World TONING: BAR/LAND USE CONDITIONSDYes ®No �? T �Th 'RINT NAME: (C (''H H ) ONDITIONS (other than those noted on or attached to permit/plans): PNHOVED FOR l-� / �r // /�, 3SUANCE BY: ���IL.� /' / /t -( ,. .� � BUILDING O FFICIAL DATE: � - l`� . _2d I hereby certify t at I have read and ex ' ined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. ilGNATURE:. i Ca '''t ` I ( ,.;x.-� ---- DATE: C1.5 �? T �Th 'RINT NAME: (C (''H H ) COMPANY: . " - N ! . � ' ? CITY OF TUKWILA Department of Community Development - Building 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433.1849 B UILDING PERMIT NO. D ATE ISSUED: (p )C% (0- cto 321 - 333 Strander B1 Division PLAN CHECK #90 -397 P I INF011MAfIC)t' PROJECT NAME/TENANT Tukwila Pond Building C ASSESSOR ACCOUNT rS 262304- 9064 -37 TYPE OF El New Building • Addition ■ Tenant Improvement (commercial) ■ Demolition (building) Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Construct new retail building. CUILLPIiv %tI IrC11Mi I (POST WITH INSPE. I ION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE ENERGY SURCHARGE OTHER: TOTAL - FEES AMOUNT 913.00 895,00 4.50 l,812.'0 RCPT ga DAT lEr �Ra 178,041.00 CODE COMPLIANCE SQUARE -?a _�. _.: 1 . .. L 0CC. SQUARE CCC. SQUARE / OW. / SQUARE OCC. TOTAL TOTAL i JSE 7.00R 'OTA This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or it the work is suspended or abandoned for a period of 180 days from the last inspection. :ERTIFICATE OF )CCUPANCY NO. DATE ISSUED: 76tt1 -4 , S �ri.o PL w ILT I u! 1 t .G1"y It CONSULTANTS Ar Hite oral: Mithun Partners 2000 Avenue NE 112th e Bellevue WA 98004 206/454 -3344 Rule Ural C AKB Consulting Engineers 1550 140th Avenue NE Bellevue WA 98005 206/747 -3592 Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kertt WA 98032 206/251 - 6222 Lan dscape: OTAK, Inc. 25 Central Way, Suite 305 Kirkland WA, 98033 LEGAL DESCRIPTIOiN That portion of the Southwest quarter of the Northeast quarter of Section 26, Township 23 North, Range 4 East, of the Wzllaimette Meridian; in King County, Washington. COMMENCING at the Southwest corner of the Southwest quarter of the N q of s d 0-action 26 THENCE North 01 10' 24" East, along said West line of said Southwes! quarter 1293.57 feet to the South margin of Strander Boulevard; THENCE eSouth.88 15' 33" East, along said margin, 665.00 feet to the TRUE " POINT OF BEGINNING of this description. THENCE South 01 44' 27" West, 6100 feet to a, point of tangent curvature concave to the Northeast having & radius of 130.00 feet; THENCE Southeasterly along said curve through an arc of 34 27 or an arc length of 78.17 feet; THENCE South 88 33" East, 212.17 feet; THENCE South 01 44' 27" West, 62.00 feet; "THENCE South 88 33" East, 9.00 feet: THENCE South 010 44' 27" West, ,s2.00 feet; THENCE North 880 15' 33" West, 133.00 feet; '!HENCE South 01 44' 27" West. 150.00 feet; THENCE South 88 33" East, 299.82 feet; THENCE South 34 33 East, 204.52 feet; THENCE South 88 333" East, 1616.74 feet to the West margin of Andover Park West; THENCE North 01 03' 25" East along said West margin 575,42 feet to the South margin of Strander Boulevard; THENCE North 88 34" West along said South margin, 641.73 feet to the TRUE POINT OF BEGINNING and TERMINUS of this legal description. � :v �c.+" r, ado t Y�• {'. +' 7: Y J rl BUILDING - DATA Occupancy: Building Area Building Type: Code: Energy Code: s. ^ ^ Y: . '.i'. = t'=� V UBC 1985 Per Washington State Energy Code. GENERAL NOTES 1. Do not scale drawings. 2. Provide fire alarm system if required per NFPA 712A, 712E and City of Tukwila requirements. 3. Ali exterior galv. metal flashing shall be pre - primed and painted color tote selected by Architect. 4. Fire extinguishers to be provided by tenants. Per City of Tukwila requirements. Roof assembly to be Gass A or Clasa B per Section 3203 U.B.C. 1985. If A 8 6 t _ 6. All work shall conform to the19851J C:$. The Washington State Building Code and all jurisdiction rules and regulations. . AU concrete and rnasonry work to comply with Section 306 U.B.0 1935. Inspection to be done by: Otto Roseneau, Inc. 6747 Martin Luther King Way Seattle WA 98118 206/725 -4600 OTHIVE > mil' At2e..4-1 8. Mechanical supply of outside air and mechanical exhaust of building air shall be automatically shut off and duct dosed minimum 8 hours day during non occupancy (WSEC 403(d))1A). Primary source of heating for tenant shall be one or more heat pumps meeting provisions 411(b) WSEC or gas combustiorc heating with minimum efficiency of 85% in accordance with section 411(b) WSEC (WSEC 403(d)1B). 10. No pipes exposed at exterior of building. C5k7-11. � i`� i # .! I- sz !N .�"1.tJi, lhJU 1 1i= E i t SEPARATE PERMIT AND APPROVAL REQUIRED IE15T1Cg4 ttALCMOMtCAIL • 1 1 1 1 ! 1 1' '1III1I1I1 1 11111I1111111Ii11111 I1111111I111l11111111111 1111111I1111111I111I111I :1111111111111111 )11111111111114111'111111111111 4 5 C) 7 8 9 1n 11 HAM IN GFRNA`Jf 1 40 1 NOT 1: If the mlcrcfilmcd cocument is less clear than this . ncties, it is cue tr. the quality cT the cri'inel c'ocunIent. (m: t t.1,.: LZ 9, 9Z +i4 C! 4Z tG 0e 61 8t i t 9t 5t hl Ct Z1 a Ol. 6 8 L 9 Si *V E - e t --4 {J 1I111 1IIIIIiII '1►11111 I � i I1 1111111 4 11if111 111111 ii i1111 1(111111111IlE;Itillililllll II11 I IIIII 1 III{! (1I I 1 1 it I i III ,11 ► 111 111 1 1 1� t t 11" I + I "1 1 II II 1 1 1 4 1 ► I I I I 1 I I I . 111.1.1 I I 1 111 Ilfl ...II In.l 111111.► . 11111 ,111111111,11111I11�111111111' 111141 I, 111i111,I�iI I I i�Il 1111 11111111 1il1liiilili I 1111111111 111i11i1111111�tI111 aaar w 4 . y 3 DRAWING INDEX .A.1-4COV R SHE . 2 PLANS •A'43 LE `ATION $ CTI NS 7DE TAILS 6 LANDSCAPE PLAN COPY 1 understand that the Plan Check sublect to errors and omissions and approval are plans stow not a i'�i el t►Tnrize the violation of any adopted code or ordinance. Receipt of contractor) copy 31f a iroved plans nowiedg . T $pier t R' 'OP 151'140cm (2.e, 60.36 1446Cm 'Tc ' ?SF Date /:-/2 emit No. . .. ....j 14 T U TU AL °NOTES & DETAILS S02-i F U DATtON & ROOF FRAMING PLAN ar34tROOF SECTIONS & DETAILS C.1 -SITE PLAN C 2-GRAD1NG & STORM DRAIN C.3 -WATER SEWAGE C.4 - ENLARGED PLANS C.5 -SITE DETAILS C6 -SITE DETAILS A PPROVE D A jijt 1 9� 801L (Q VISION RECEIVED CITY OF Tt1KWILA APR 1 6 1990 PERMIT CENTER :: :...,.y APCif fEC Tt :RE P 1. ANN 1 % INTERtf)R t)ESIG% stesatroustaramearattertsaluswag C3 W CD pea Z wad Q .. � N 'o° a c� x LELLEVUE w'A 9si01 it tt$ 1. 4 a 1 4 4 FAX e.th,'4 1Ho As 0. (MR CI Wit Of WASlnfdt lON St DA II RE vr5V0 A 4/4-1167 ifatronstede i V∎NSV AN\NNV.. NNN� ..1V0u .acv c :Gt'1IJ 44L41 ' qua' U L• 4 p 1 14` r � Wt giwi d!0b,4 . ' I I* •s sF (b16.) N ',pit 1414 ti • 0,44. ivie. --- — 42 - ►► J L6► f�L� U 1V III!. 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II►' iil�{ liiliiil� lllllllfl�llllliii ll�llll�llli�l!!Illlll� a WALL SYSTEM ROOF SYSTEM GLASS 0 Inside Air Film 5/8" GWB 12 -19 Batts 1/2" Plywood Sheathing 1" Air Space 6" CMU, 40% Grouted Outside Air Film Inside Air Film R 33 Batts 5/8" Plywood Torch Down Roof Outside Air Film x.; Double glazed min .70 u e 1 MErl 'Sc ive 11 a11L . RrA .68 .45 19.00 . 60 1.00 .99 .17 22.9= uof.041 .61 38.00 .60 . 33 .1 39.71 = u of .025 boic W404 P4414411:10. -01'1'0v 1600 VFRovL P A R T N B R S ARCH(TRCTtJ'1 E P LANNING' INTRO :OR t S it5N . coprihftul t) A11RM PAIIIA'44 2000 112TH ea ye N ?' s>3L VUti W 98444 ( 2()G, .a a 3144 ' -FAX(2O 46 .,F .S4 SOY � • J • , • '' • .0#404Viitais$1410si4a ST.A. nrasumaux. WEST ELEVATION Lot' EAST ELEVATIOF ; feeed*Iol.s•d■■.mo■utlenemegemerleM.01■•=.10•0•14We i 'rf.r 0 1.1111•11•DPIDIMXIMIIIIIMIEMBEIR tree.1.0.0 OII - 0 _ Y , R494 1 z 44 6,0, - .3 - 54ge.: NORTH '-o 'l , $).06)4eq-r) () • SOUTH ELEVATION glk • iiii!a ii V14104 0 t O - 4- ;1 - 00041vair 11464-.* 427V1° M-4.0/51z iv.eA , * :-) 1 1iY _4_7 /Ma ELEVATION 014P-4r _,( - - E I N N N t" l'(? • . . 1 - 7 . — 8 11 ' ' flr ' FP4AN ' ' 12 - — 9 1() 0 ( ND T: 1f the rrlicrcfilnled eocument less clear then this notice it is cue to the quality Cr the orip171 c'ocun^ent. 0E f-‘ ii•• , LL: (1, Ge tie ce e i e ,-, ( im. j --- ei Li 91 G i.. I L v el Zt II 0 C — 6 --------- L 9 9 L i -i c 9 I 1111 1 1 101H 1 "111 1 1 11 111111 1 111 1 , 1111 01 11111 1 11 11 11101111 , 11h , M 1111111111 7 111 . 1 1 ,1 1 ,y , d 1 1,1 1 , 11 , 1,111 111 11 111 1 , 1 1 11111 1 11111111 . 1 . 11 1 , 1 1i1411 , 1 , 11 .. 1 1 14 111 : 1 : 1111)1 ; 1 , 1 , 1111:111111■1111111111 : 1 .. 111 . 1 , 111 , 11 , 11 , 1_111 .; li , 11 . 1 : ! ./ 111 1 1)_1111i111;1111 1 1111, 1 1111 , 1117111;( . 1 , 11111111111i , 111111111111 . 111111111111 , 11 , i . 111 , ii . 111111 L.,, ..- , I ; t; „ii 1, T-9-4 60-0 cp-0 01-41 • - ' • --- • I cr)1.10:z e3g):1 roNeo fSL4 6. 40400 frOde e>c , 7A , A , C11.#41.0 Wa.4. ( r1,-; !-"auHrtor, 62t-4 iox# spergoom64,2e 8kOWK.,, L Hatt: , le, p PpPwr, • • NICIM-rWe, eoi-rogiOr sxo - 1:1L* (:•`--! 1 Al • : ••••ImeNI. 1 t WY Of 111K APPROVE Jut i 5 •Qo RECEIVED CITY OF TUKWiLA APR I 6 199Q PERMIT CENTER : - - .";;-t 2'r" ' • "ts = 0 16 1,1!. . 3-• - 1111111111111I111111111111111111111111111111111111111 111111111111 111111111111111111111111111111111111111 1111111111111111,1111111111111111 .„., , 2 4 5 MITHtJN PART NERS ARCHITECTURE PLANNING & INTERIOR DESIGN PRO,,Te ARCH/ 11 C1 ORAWN CNITA IMF ff REVISION 2000 I I 2TH AVE NE BELLEVUE WA 98004 F A 20 X 6 (20 4 6) 5 (. 4 3 464 3 7 4 ,6 4 1410 54-noted .st-tor - 10 1Hrr SKE; NUMBER 1 CONR1CRT fiffNUN MIMEOS t' J 1 it I -0 /key e sTirve-1:: SECTION i s — P 3– Ye 21,1 D 0 lb TIM ■■ 2 2>=k4 * .5/5." ex-r. •otor 1 ' - 111111111111111111111 1111111111111111111111i1111111111111111111111111111111111111111111111111111111111111111111111111 5 6 7 8 9 1() 11 ?AMA , U61P14414f 12 r i NOTE: If the nticreflIrned (..locument is less clear than this notice, it is e'lle to the quality of the oririnel cloctJiNleht. ............... .._..... 0 k sic: L.(' 9, , ...3e; tie cz ee 14 --- 61 — 91. -- Z — 91. gl. 91 C.I. 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EeNbi.te 4- alzT1-1 0 Wei ft)ige- . k t;ia SECTION 3/4 ;- 1 4 - 4 ' 4 RECEIVED ('.ITV ('F 41 Hayti A PR 16 1990 PERMIT CENTER fze5 wziut, • acr_ CITY 6 1990 PERMIT CENTER A-:4 fx-67e4e-ou'r rc t OA a MITHUN PART N E R S ARCHITECTURE PLANNING & INTERIOR DESIGN samuswaimensamassonsimmiat4psomellos* ORA VI f.'NfiA• :Ems: In LIU :an'zit PRIJECt AWN fc; murcreso OA a 4 mi.awszeffax.rwmassimingopsopsi SHE F NUMW COptirOta WWI PARTNERS RiSISION 2000 1 I 2T11 AVE. NH - BELLEVUE WA 98(Y34 ( 2 0 6 ) 434 3 3 4 4 FAX (206)6464776 ` - *A REGISTER1 . ECT 11-10MAS D. EMBICii SIA1E OF WASIONGION .fflommimeaustesonemmawdz (Se,4:40a. j .44;41 ' f , . , CON CI ER • FIELD CUT AND BEND PANEL AS REQUIRED i IN' aI REGL[T GY OTHERS PREFORMED METAL Ft Asm000 FLASHING RAKE DETAIL • tom= -' 21-6 ie W. •t' , P'•''tF• WOES . tb' MAX) _ roJLcr 1 �1�� Ve Y F lv, t,...�1.�. 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ROOF DTL 4m i) 1. -106 , 1PN.; t$ ►i� - •; ----- – P ° `.t�a'Ti , pin ?r v, *.a.j 't 4t, 11 cMu SILL DTL I —cam ' IIIIT UN P A R , U " t. R S ARCHITECTIR-L PLANNING A INTERIOR DESIGN PROUFCT aCoTFCJ J's DRAW/. ctiu� THOMAS D. EM 1C;' STAIf OF YI OW:CNA 5 1990 RI vrS,(!A 2000 is2TH AVE NE ITELLEVUE WA 4)4OO4 I 0 4 '4 1,'44 FAX t2Onib46471b 404" '4' --- mkr/vf cAr.a. rtfrsH : 4, 4 C.10i3O 54 ; C) , 0 t 0 I 0 0 0 0 0 0 0 ---- i .... - 0 I . i - _ i. . • i . • o , 0 00 „ • -2_0fr-Loe,trot2 601 L.1 H ci Pl-PH • 4m21 121k4401-10 c C'L-P 614t..e..424; co .-- cZet14 0 0 0 • 0 • -- r 1 H , 0 • 0 0 j o •• T 444 xxramionnommammasomra. s s4 myt„„ 1?44.4.4. • . • - • , ' ' , • • „ . • • , • -■ • ed 4) /42 tx•Aut-rf 1-160 T1 HO* TRCdM. tatgraiA ile4aa4 ko.41° 0134.401, Wk:?? 4112,44er rox C.ti-dietifrete. siew0t-1 itve- rIA46mot.49 101-acifyze÷41c. �t SeAul-g ',4`4.4 49-1014 - C.:0 0 fZ C;;Lieft:f F c� 1.4 001111--1 1 F .oppr:reuzi 042 1 68 CA 14 0 Vrac,c,462 LOW V01-1;e.oc0. 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( NOT If the micrcfilrned cocumcnt is less clear then this al notice, it is cue to the cuality CT the oripinel c'oCtin 0E: f L (1#( ge c t.e 0-e b 81 /.L 91 GI 4 71. £1. .1 8 L. 9 c; E v+v■ It • I "-,•;• • • " • , • . ••• o! -. 1,111 , 1 scN iniz ..... \ • / • RECEIVED CITY OF TUKWILA I 6 MO PERMIT CENTER MITHUN PART HERS ARCHITECTURE PLANNING & INTERIOR DESIGN nonsiammeammanewmaissiammommillaFet NO PROJECTARCHIIED, DRAWN 141- CHECK rIfiE DATE 4 REVISION cVN OF IVNILA P 311n A 5 1890 Itto,a4,260.049 ‘.4.,„01Got\t‘votioof 2000 I 12TH AVE NE BELLEVUE WA 98004 ( 2 0 6 ) 454 3344 FAX (206) 646 4776 t.• • : ;.■ • .4 :_ • '7 • '." " • 9 1 0 /0 " x , L ' GM H , 2i•e9"a,6. l 010. eMty Ap OP) Io W p . Its -- - , tL l ePH I TYPICAL SLAB JOINTS SCALE: • C . 0 OH g14 t' • • • SCALE: rVicia.4 � of !-ir, -6) M! i , VjUe4 0" f4li-1, �.. A n otovkvE,L. t ' a c ;\ 4.1 1 -(2' M ;le 4 011' I -rip I � , r F p( ioH .1,01H-r Pit, ur ix - 4/ TOP moe (2)# • 0 K ; ,y �o csjC, , 77, „ co F�1 i u �t1 ma-1. sAi4P > •o we 1 ( +'.4 I 14 1 4 1 / 'H12 feAt AT TI teP , LL.. 1111111111111111111111111111111 -'- NONE V„ =1E0" Hor : I, aiP UT ALL C 1.lr CoI -lr /4-111.46I f e3A S. re.vvic76 evt4t, +/ (e.)4 Al -4.- L( pCleP+s FieetAA _Q PTO' ..3e7141 ev-E.F1 ez749 DE,0 AT T cap 4 - .j TYPICAL MASONRY WALL OPENINGS MIN. R I • ONE HOTS.: HATCH H ,ICON 1.. e3AP, size_ Arlo or/'4 PoPh coN- "'s L.A2Lefi POL-1[51.. Nola: i 10P!CAT � I -`o H14 . I 1 \ , FOIA 5O PC' S -1 ..wa•••■•••+ 5.1 SCALE: SCALE: (G,)414 fk' & r,F4 CALE C: "I i► �1 WHIM-- • J >r4I • P' 11 •- 1 1 ti11 • iila l ��011 .�1 M I • ;;.! 4 _ , r + it.- mo ld 1'"1OP'I Z,OH`JAL TYPICAL CORNER BAR DETAILS vep PIPS orb �PIH S 1 ''' "x i2"A r'�,�'I -r� Fes•, 110,64 65e- (2)44 torrofrai 4c3,1/. "0.4 -r NONE IMIMMINIIMINOMONNINNEMIO „ =1E0" ( )*4 .4 . - r - 1r } x 0'- 6" 00Cdr. \eAT, 3/4" .1'- • S -1 . j . _ - * - ok $ 0 ,----- 0 i of 1 , l 1 I i ii 4 V G S - 1 S -1 44 caf-ri- SCALE: SCALE: • wiPtr i'- 4 b3.e 4'046 _ * /811 f cv4P PT /A(. iP K W/ I p' •°vr6 00L "v. '' GNU 1 : I- O p r 4.4 J _ p1�,4L.� 4/50, t� 4� 'ff .si/' w I , s I • • U = ' -0" CO cid+ c.01-11. - 06 ce SALE: -_- rAt6� op 4 2y.(. cI(010,4, - It" fn.-f 2 1 Ta 2)(6) 1 // c? Ai.-I61406 - :;� " E.‘ ('2)0 C..ePt.- I, s ' °(.0" 0,4, " ^ 1E 0" ' c MOT WO Rote am 45 ud W 1 L.L. Cy}J L‘e 'emu peturr e. ["s Pee. l fvwp1 *eRJNCs Oslo ' .f y''1 PI,,- SeZ C/4 /4 „ = 1 CODE: LIVE LOAD: LATERAL LOADS: 0 ,6TIU,IHr.. ., • f 1111111111111111111111111111111 '11111111111111111( 11111; 111111111111111 '11111111II11111111111I1;W1 II 2 NOT?: If the Microfilmed cocument is less clear than this notice, it is Cue to the cuelity cr the oririnel c'ocument. O e.<. 1`= se pie ce; ZZ LC oe 6L £tl Li 9L SI hl £l ZL ll Q 6 >3 L 9 b ti e L Nv. U lillir,u I , Ilill611111 ,1ii11111ill'illfliihwh ilihll, 11i1Hlll, llll1lii1111111i11111111 !111m'Il 1i11111i 11111! 1111111111ll wd 1111lil lllilliliiidoll�, I1111111111111111lifidiii1i111111111�111i11111, 1111111�Iil lilllilimil illl�111111111�iiihilliliill fill /J1 I I i� 5 6 7 8 0 1O 11 rapt it“'IPMAPU 12 ?LE BAL$TRUCTURAL NOTES THE FOLLOWING NOTES APPLY UNLESS SHOWN OTHERWISE: UNIFORM BUILDI! CODE (1988 EDITION) TOP CHORD LIVE LOAD TOP CHORD DEAD LOAD BOTTOM CHORD DEAD LOAD . TOTAL DEAD AND LIVE LOAD ROOF--- ---------- -- --- - --- -« 25 PSF FLOOR 75 PSF WIND 15.0 PS?, 80 MPH, EXP B SEISMIC ZONE 3, UBC -88 Z =0.30, I =1.0 * SOIL BEARING PRESSURE = 2,000 PSF * PER SOILS REPORTS BY GEO- ENGINEERS DATED OCT. C =2.75, Rye =6 6 & MAY 8, 1989 GENERAL: ALL MATERIALS & WORKMANSHIP SHALL CONFORM TO THE UNIFORM BUILDING CODE, 3.988 EDITION, DRAWINGS, & SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING UNTIL ALL STRUCTURAL CONNECTIONS HAVE BEEN COMPLETED. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. DO NOT SCALE THE DRAWINGS. SUPERVISION: CONCRETE AND MASONRY CONSTRUCTION SHALL BE SUPERVISED IN ACCORDANCE WITH SECTIONS 305 & 306 OF THE UNIFORM BUILDING CODE BY A QUALIFIED TESTING AGENCY APPROVED AND DESIGNATED BY THE ARCHITECT OR OWNER. THE ARCHITECT, STRUCTURAL ENGINEERS, & BUILDING DEPT. SHALL BE FURNISHED WITH COPIES OF ALL TEST RESULTS. SHOP DRAWINGS: SHOP DRAWINGS FOR REINFORCING STEEL, STRUCTURAL STEEL, PRE- FABRICATED TRUSSES, AND GLUED LAMINATED MEMBERS SHALL BE SUBMITTED TO THE STRUC- TURAL ENGINEER, AND BUILDING DEPARTMENT FOR APPROVAL, PRIOR TO FABRICATION OF THESE ITEMS. REINFORCED CONCRETE: f'c = 3,000 PSI FOR WALLS, FOOTINGS, COLUMNS AND SLAB ON GRADE. MIX SHALL HAVE NOT LESS THAN 5 1/2 SACKS OF CEMENT PER CUBIC YARD AND SIX GALLONS OF WATER MAXIMUM PER SACK FOR ALL CONCRETE. CONCRETE REINFORCING STEEL PER A.S.T.M. A -615, GRADE 60. WELDED WIRE MESH SHALL BE FURNISHED FLAT SHEETS AND CONFORM TO ASTM A -185. LAP ALL EDGES 1 1/2 MESH MINIMUM. CONCRETE PROTECTION: CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" FORMED SURFACES IN DIRECT CONTACT WITH EARTH - -2" BEAMS, COLUMNS, AND SURFACES EXPOSED TO WEATHER 1 -1/2" SLABS AND WALLS (INTERIOR FACE) 3/4" REINFORCING STEEL DETAILING: REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH A'CI 315 AND 318 (LATEST EDITION) . LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS OR 1' -6" MINIMUM. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 1'-6" MINIMUM. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. REINFORCED MASONRY: CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90-70, GRADE N-1 AND SHALL BE LAID IN RUNNING BOND WITH TYPE PS" ( ASTM C-270 ) MORTAR HAVING MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. FILL ALL CELLS CONTAINING REINFORCING WITH GROUT ( ASTM C-476 ) HAVING MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI, IN LIFTS NOT EXCEEDING 4'--0" IN HEIGHT. FILL: OTHER CELLS WITH GROUT AS INDICATED ON DRAWINGS. ALL REINFORCEMENT SHALL BE IN PLACE PRIOR TO GROUTING WITH VERTICAL BARS HELD AT TOP, BOTTOM AND 192 DIAMETERS MAXIMUM ON CENTERS. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR MASONRY WALLS, AS REQUIRED, UNTIL CONNECTIONS TO FLOOR AND /OR ROOF DIAPHRAGMS ARE COMPLETED. ALL EMBEDDED ITEMS SHALL BE GROUTED SOLID IN CELLS. PROVIDE TWO #4 FULL HEIGHT EACH SIDE OF ALL OPENINGS & AT DISCONTINUOUS ENDS. PROVIDE HORIZONTAL BOND BEAMS WITH TWO #4 AT 48" O.'2. MAXIMUM. PROVIDE BOND BEAMS AT ALL FLOOR AND ROOF LINES AND AT THE TOP OF THE WALL. ALSO PROVIDE A BOND BEAM WITH TWO #4 HORIZONTALLY OVER ALL WALL OPENINGS, AND EXTEND ESE BARS 2'-0" PAST THE OPENING ON EACH SIDE. PROVIDE CORNER BARS TO MATCH THE WALL HORIZONTAL REINFORCEMENT AT ALL WALL INTERSECTIONS. LAP ALL BARS 40 DIAMETER, 1'-6" MINIMUM, UNLESS NOTED OTHERWISE. MINIMUM VERTICAL REINFORCEMENT SHALL BE #5 @ 32" O.C. UNLESS NOTED OTHERWISE ON PLANS. VENEER TIES: "AA WIRE PRODUCTS - AA401J WITH AA400 ", OR APPROVED EQUAL, FOR WOOD & STEEL STUD CONSTRUCTION, INSTALL AT 4" VENEERS SPACED 18" 0.C;. MAX. VERTI- ^ NAILS PER ANCHOR FOR WOOD STUD C_ALI.,Y 16" O.C. HORIZONTAL. USE 2 -16D GALVANIZED CONSTRUCTION AND 2 - #10 X 1 -1/4 HEX HEAD CADMIUM PLATED SCREWS PER ANCHOR FOR STEEL STUD CONSTRUCTION. "AA WIRE PRODUCTS - AA301 ", OR APPROVED EQUAL, FOR CMU CONSTRUCTION, INSTALL AT 4" VENEERS SPACED 18" O.C. MAX. HORIZONTAL AND 16" O.C. VERTICAL. O STRUCTURAL STEEL: ALL STEEL SHALL CONFORM TO A . S . T . M . A36. ALL STRUCTURAL TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE -B, FY =46K.SI . ALL BOLTS A.S. T.M. A307. WELDING ELECTRODES SHALL BE E70XX. ALL WELDING SHALL BE PERFORMED BY AWS /WABO CERTIFIED WELDERS AND SHALL BE 3/16" MINIMUM. SAWN STRUCTURAL LUMBER: ALL STRUCTURAL LUMBER SHALL BE AS FOLLOWS: JOISTS, H.F. #2, BEAMS H.F. #1 AND STUDS H.F. STANDARD OR BETTER. WOOD BEARING ON OR WITHIN 1" OF CONCRETE OR C.M.U. OR WITHIN 6" OF EARTH SHALL BE TREATED WITH AN APPROVED PRESERVATIVE. PLATE WASHERS AT ALL BOLT HEADS AND NUTS BEARING ON WOOD EXCEPT PROVIDE CUT WASHERSATSILL PLATES. MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 25Q OF THE U.B.C. UNLESS SHOWN OTHERWISE. ALL NAILS IN TREATED TIMBER SHALL BE STAINLESS ST]t:4L. TREATED LUMBER: SHALL BE BRANDED WITH A QUALITY CONTROL AGENCY MARK BY AMERICAN WOOD PRESERVERS BUREAU OR EQUAL. GLUE LAMINATED TIMBER: ALL GLU -LAM TIMBER SHALL BE DOUGLAS FIR COMBINATION 24F- V4 FOR BEANS AND GIRDERS. FABRICATION AND ERECTION TO BE IN ACCORDANCE WITH A.I.T.C. 117 -74. PROVIDE WET -USE ADHESIVES. PLYWOOD SHEATHING: ALL PLYWOOD SHEATHING SHALL BE FURNISHED IN CONFORMANCE WITH U.B.C. STANDARD NO 23 -9. ROOF PLYWOOD SHEATHING SHALL BE STRUCTURAL I C- D, GROUP 2 A.P.A. WITH EXTERIOR GLUE LAID FACE GRAIN PERPENDICULAR TO SUPPORTS. 5/8" T.& G. (P.1. = 32/16) . PREFABRICATED FORTHE AND CONDITIONS TRUSSES SHALL DRAWINGS AND THE LOADSTLISTD MANUFACTURER BE FOR ROOF AREA ADDITIONAL LIVE LOAD 25 PSF SNOW LOAD DUE TO DRIFTING 10 PSF SHALL BE INCLUDED PER THE . 1988 U.B.G. SUBMIT SHOP DRAWINGS AND DESIGN CALCUL/al - US TO THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. ALL SUBMITALS SHALL BEAR THE STAMP OF A REGISTERED WASHINGTON STATE PROFESSIONAL ENGINEER. THE TRUSSES WILL BE REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT. THIS REVIEW WILL NOT COVER INTERNAL FORCES OR CONNECTIONS WITHIN THE TRUSS -ONLY THE MANUFACTURER CAN DETERMINE THE ADEQUACY OF THESE PORTIONS OF T!;<E TRUSS. PROVIDE CONNECTION DETAILS FOR ALL TRUSS -TO -TRUSS CONNECTIONS IF REQUIRED. PROPRIETARY PRODUCTS: JOIST TYPES AND SIZES NOTED AS MANUFACTURED BY TRUSS JOIST CORPORATION. JOISTS TO HAVE LOAD CARRYING CAPACITY IN ACCORDANCE WITH MANU- FACTURER'S PUBLISHED LOAD TABLES. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SUBMIT SHOP DRAWINGS OR LAYOUT AND REQUIRED CONNECTION DETAILS FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION. ALL FOOTINGS: ALL FOOTINGS MUST REST ON UNDISTURBED ORIGINAL EARTH OR COMPACTED STRUCTURAL FILL AS PER SOIL REPORT RECOMMENDATIONS. NOTES: E SPONSIBLE FOR ALL REQUIRED SAFETY PRE - CA NS AND THE METHODS, TECHNIQUES, AND SEQUENCES OF PROCEDURES REQUIRED TO PERFORM THE WORK. IF ANY ERROR OR OMISSION APPEAR IN THESE DRAWINGS, SPECIFI- CATIONS, OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL RESPONSI- BILITY FOR THE COST TO RECTIFY SAME. VERIFY & COORDINATE OPENINGS IN FLOORS, WALLS & ROOF WITH ARCHITECTURAL, MECHANICAL, & ELECTRICAL DRAWINGS. THE ENGINEER HAS NOT BEEN RETAINED TO PROVIDE DESIGN AND /OR CONSTRUCTION REVIEW SERVICES RELATED OR PROCE ' FOR THE METHODS, TECHNIQUES, RELATED TO THE CONTRACTOR'S SAFETY P RECAUTIONS OR TO MEANS, MET PROCEDURES CONTRACTOR TO PERFORM THEIR WORK. FOOTING ELEVATIONS SHOWN ON DETAILS ARE MINIMUM DIMENSIONS. CONTRACTOR MUST VERIFY EXISTING CONDITIONS PRIOR TO STARTING WORK. CONTRACTOR SHALL BECOME FAMILIAR WITH THE SOIL CONDITION BY READING SOIL REPORTS DATED 9-6-89 AND 5 -8 -89. CI REFER TO ARCHITECTURAL DRAWXNGB FOR OTHER WALLS, FINISHES AND DIMENSIONS. A6' ROOF PLYWOOD NAILING: NAIL ROOF PLYWOOD W /Sd NAILS @ 6" 0.C. AT ALL, PP.NIf EDGES AND 1E" O . C . AT INTERMEDIATE SUPPORTS (IN FIELD) EDGE BLOCKING NOT REQUIRED. UNLESS NOTED OTHERWISE. M I T I-I U N P A R T N F R S ARCHITECTURE! PLANNING & INTERIOR DIiSION < z � 0 co) W Z 2 Z F,mo. ow 'S :DI- 0 cif) F -* itaim 414 OLIVE WAY S U 1 I' Ii 5 0 0 SEATTLE WA 98101 (206) 623 3344 FAX (206) 623 1005 N( RE✓'iS,ON PRO si C'r ARCH; 'fit PRAWN tECErE CHFCR r ot W 3 ENGINEERS, INC. Lelt BELLEVUE, WA. (206)747- 3592 GENERAL STRUCTURAL NOTES & DETAILS O � Y .�E D Pa7JFCi NO j 5_1990 4 AS NO FEI) QUILDIPlG I.?IVIS%OM PAUF ECEIVED o mJKSl.IItA 16 1990 IT CENTER :Spa 5xfFr NU4i8FP COP'?IGHT -' Er!IIION PAR!.NFFS APR 6 1990 x OLJT P) P. OVP1 , N 1 Nc:1 Lit-49"A \ \ ice`105l„- ►'_ how. ►1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! 1 (1111111 111111111(1 111111 2 4 5 6 NOT 1f the rt icrcfiimed document is : less slur then this notice," it is c'lie to the quality cr the``orict rig I cocumenc. F; r' tic: Le 96 GZ 7Z £Z Ze ie Q� 6l $l /.l 91 Sl i71. 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Id: (2Q6)747Z ° Boor FRAMING DETAILS WINIMMINNIIIMMENISMIXONMEMISMNammINIS PRO IH -J NO 6. 1a0 46. 04 rf 4- i -ate, _ r N,,N -Bf r7 CITY OF TUKWILA PERMIT CENTER 4."t,y1Ri,:rI! r ,M, JR' PART f 1 4 1950 MITHUN P A R I N E R S ,A Reif! r'ECTt RE PLANNING & INTERIOR DESIGN CL 0 0 z Z Z ® d (a) Ste' -co I <es Fa- iniel 0 Fame NO CAW RI VISION 2000 I 12TH AV E NE BELLEVUE WA 98004 ( 2061 454 3144 FAX ( .6aethar2 0440-e, q gig t . r .. t 1 .' .'... .. Gl f.t i.i*,` c4 ' io1 S?8 ` ' Sune rat ' Cher - • ' ` ' h • Tulsa . hc, it s / .L' i -` 0 .ry • i 1III! �c.�. ..nVC.x ra "�Y5Y.., .., a:,. L�: fi?. E ,w:.Yt'r4°�13e: "li�,' `�.b::ta. :;.� •k:c �..us .:s -? =1 s "t:.: C.i :m . 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VAULT TO REMAIN INSTALL TYPE 'A' CURB R GUTTER ON DRIVEWAY CURB RE- TURNS AS SHOWN BY DOUBLE LINE. ologl w NEW PYLON IDENTIFICATION SIGN DESIGN BY OTHERS SIGN FOUNDATION SHALL BE LOCATED SO THAT IT DOES NOT CONFLICT WITH UNDERGROUND DRAINAGE PIPES. SEE SHEET C2. =Mk INSTAL.. NEW POST ims II MOUNTED "STOP' ift SIGN PER MUTCD STD. PLAN RI-I. • a CONTRACTOR ;zHALL RELOCATED EXIST. HYD. 10' WEST BEHIND NEW CURB EXIST. ST. LT. TO REMAIN EXIST. PWR. VAULT TO REM`AIFI - EXIST. OLYMPIC PIPELINE CO. VENT RISER W /SIGN ;A r v d • ry 4 EXIST. 'BUS " SIGN TO REMAIN V FY I O'f jlW 3O RLW� ' EXIST. ST. LT. TO REMAIN INSTALL NEW POST MOUNTED 30 "x30` ''RIGHT TURN ONLY SIGN PER MUTCD STD., PLAN R3 -5. [ Ric c cic c c N 81:3 15'33' 20 30'_ w a 4 �•I 2'. 2.0' i ti 13UEtG 3 17 IEIN.G 2980 sf N 2 11 72.00' NW • C1=F . Jay 1 _ FOR ENLARGED SITE PLAN 11 N 88 15'33' W. �► 75.0' 0 1 EX'S• G MI f BANK 92119 5,1' IDE CONC. WALK WIINTEGRAL CURB CROSSWALK W /4 - WIDE x 30' LONG WHITE PAINT . STRIPES c0 2' O.C. SPACING PORCH (TYP.) ( I BLDG. B 118,725 sf • ELECTRICAL I TELEPHONE ROO LOCATION PER ARCHIT. F PLANS (D - I ` N' : .� NEW TRANS- FORMER PER to PUGET POWER PLANS Ste_ \ 140' dv ,, »- 11__11--- ---- - EXIST. TRAFFIC SIGNAL (TYP.) \ • � A.11......®...: PROVIDE LANDSCAPED BERM BETWEEN 01W ( 8 HANDRAIL ® WEST FACE OF TOP OF GABON WALL. SEE LANDSCAPE PLANS --- 6.5' WIDE CONC. WALK WIINTEG''AL 3 ,_.C,L1RB PER ARCH, PLAN CROSSWALK W /4' W{UE X 14' LONG o WHITE PAINT STRIPES 2'O.C. of SP�.�ING - RAISE PAVING 2" HIGH 10' WIDTH SO CROSSWALK WILL ACT AS SPEED BUMP ` _ iv7 4' '4' - -- STEEL PIPE GUARD POST (SEE BLDG. PLANS) �-- GAS METER LOATION (SEE BLDG. PLANS) SURVEYED LOCATION OF EX. 6' �� - TO 10' HIGH GABION RET. WALL � --- TRASH INCLOSURE PER BLDG. PLAN MOUNTED '5 0P" SIGN PER MUTCD - 7.00' " - -- --- STD. PLAN RI -I 188.90' •. I 1II 04 • � H C OHC � / FT _ # H O NG r- to 0 CJ (Q a 0 i 6' �! cc m C C 8.4' C I - EXIST. 4. 4O' 3'R (TYP.) C R 19' L A NIT " E W C C C tt W ITE • AIN ED a t- - -- SURVEYED EDGE OF WATER @ EL_ =I3.0 � ° 4 TYP tD ! ! COMPACT TALL DETAIL C NEW 42 HIGH STEEL PIPE HAND- '- RAIL Of41 TOP OF' GABION WALL. PARKING S SEE ARCHITECTURAL PLANS, I SCALE' I" = 30' WHITE PAINTED COMPACT \ STEEL PIPE GUARD POST SEE BLDG. PLANS. L .__PESIGNATION WI 8' HIGH TRASH ENCLOSURE 20' WIDE x 20' LONG STENCIL LETTERS. (TYP. -- W /10'x) O' CONC. APRON (SEE ARCHITECT. PLANS) FOR EACH COMPACT STALL) C 3' WALK V } 14 2 SLOPE ._ MAX. (TYP.) z WIROUGH I FINISH M CROSSWALK W /4' WIDE x 38' LONG WHITE PAINT STRIPES 0 2'O.C. SPACING (TYP.) i SURVEYED SETBACK LINE z" LOCATION FOR 25' BSBL / FROM 13.0 CONTOUR. 1111._ E S A S C C C ' MO L& Al . A 1 88.90' N 8915'33' W (TYP.) 1 88.90' 16 ' 19 0' C c C 1'6 SLOPE MAX. (TYP RAMP WI BLDG. B x P Ri I BLDG. A 31,600 sf L �X E SI NG ' R C c ) 188.90' C Lcic CC ICICIC�C�CIC IC 5' WIDE INTEGRAL CURB & WALK M PROP. LINE TO BACK OF CURB EXIST. OLYMPIC F'JPELINE CO. �\ WARNING BE REMOVED BY O.P.C. �_ EXIST S L. TO BE REMOVED T. PAINT 4' WIDE YELLOW CENTERLINE SKIP STRIPES 25' LONG 0 50' O.C. SPACING AS SHOWN N 87'44'46'W NEW TRANSFORMER LOCATION ELECTRICAL !TELEPHONE ROOM - PER PUGET POWER PLANS. • - - -- LOCATION PER ARCHIT. PLANS 1111.. C (-CROSSWALK W14" WIDE x 1i1 LONG WHITE PAINT STRIPES 0 2'O.C. SPACING. RAISE PAVING 2" HIGH x 10' WIDTH SO CROSS- . T AS A SPEED BUMP. 16 6 6 16 SEE SHEET C4 -6 FOR CONSTRUCTION � - - DETAILS. WORK IN THIS AREA TO BE COMPLETED BY OTHERS. 10' 8.47 16 C 18 C C • SOUTHCENTER PLAZA - SITE PLAN NE 1/4 SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. TUKWILA WASHINGTON 12' C C BLDG. A C VA - LANCSCAPE PLO TER CURB (TYP.) • 2` 8' C r c.c c ccccc in C C C) \ ` EXIST. SIGNAL HANDHOLE \ TO REMAIN N \-- E XIST. ST. LT. EXIST. aL LT TO REMAIN - 4" STRIPES PAINTED 0 45• ANGLE (WHITE) - !2')418" SIGN W/ INTERNATIONAL ZONING SYMBOL OF ACCESS 4' - DISTRICT: `5' AI3fVE GRADE f / VIK ` I , 10' WIDE CONC. WALK ' WIINTEGRAL CURB PER ARCH. PLANS (TYP.) N'88' 5'33 W. (TYP.) C C C CC (C ra: N I-- U) X w z a. a: w a - y E y \ N S HCEN l Ex/S 7 I" OU T /�KINa J -P S N (L INT MB U ti 0 0 U_ in N 211.13' 5' WIDE PAINTED WALKOVER A.L... PAV NG 2 PARALLEL 222.20' 4" WIDE WHITE STRIPES W/45' WHITE STRIPES CO I 'r C. SP CI G. 38' 5'. 3' E U 4 a_ 0 N 0 C7 d ( c; 253.33' C C C C' C IC D INTERNATIONAL L OF' ACCESS (WHITE) C 5 C I7I.25' C 12' ,3 ,n H o f • 0 0' _SPECIAL NOTE' 8 15' 3 W 12' 17' W.C. RA 10' MIN. AREA: TUKW/L A POND ,5 T/C W.S. _ /3.0 { BUILDING AREAS: DEVELOPMENT STANDARDS: IIE1CU LIMITATION: PARR I NC DIMENSIONS: PARKING REQUIRED: 4 . w , 15' \ S 88°1 5'33" E ! EXIST. 4.6' FROM PE --LINE TO BA.C4 -0E- -.0 2.5' -NEW TRANSFORMER LOCATION PER PUGET POWER PLANS PROVIDE 39 PRECAST CONCRETE APPROXIMATE LOCATION OF EXIST. OLYMPIC PIPELINE WHEELSTOPS (I PER STALL) FOR CO. I2 HIGH PRESSURE JET FUEL LINE IS 2.5' SOUTH ALL PARKING ADJACENT, TO NEW OF EXIST. PROPERTY LINE AS SHOWN PER ASBUILTS. 5' WIDE SIDEWALK ON STRGNDER CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN BLVD. WORKING AROUND THIS PIPELINE AND NOTIFY MR. TIM YF,AROUT AT OLYMPIC PIPELINE CO., P.O. BOX 1800 RENTON WASHINGTON, 98057, 235-7746 AT LEAST 48 HOURS PRIOR TO WORK. EXIST. DEP fH OF PIPE IS APPROX. 4 FT. TO 5 FT. PER ASBUILTS. THIS PRO - PRIOR TO TO INSTALLING TALL NG THE BLVD. HE NEW JECT HAS BEEN REVIEWED BY MR. TIM YEAROUT• OF P RIOR BETWEEN ANDOVER PARR. BLVD. OLYMPIC PIPELINE CO. AS OF 6 -1-89. ALL WORK IN AND SITE ENTRANCE, THE CON- THE FIELD SHALL BE AT THE DIRECTION CF OLYMPIC, L TRACTOR SHALL CONTACT MR. PIPELINE FIELD REPRESENTATIVES. TED FREEMIRE, CITY OF TUKWILA 433 - 18611, A MINIMUM OF 48 HOURS IN ADVANCE SO THE CITY CAN INSTALL A SIGNAL INTERCONNECT CONDUIT AND J- BOXES. SITE DATA 10 105.33' BUILDING C 5,621 at Target. Parcel: Spieker Parcel: Remaining, Area: .TOTAL AREA: Strander CONTRACTOR SHALLREMOVE_ EXIST. ST. LT. AT NEW DRIVEWAY. NEW LIGHTING WILL BE PROVIDED BY NEW TRAFFIC SIGNAL 8.10 Ac 5.66 Ac 2 5.11_,1(.1 38,88 Ac C -P /Planned Business Center Target Bldg. A Bldg. B Bldg. C B'irger King Front Rear Side 75 feet 3'R(TYP.) . % RAMP a TOTAL 170,834 s . f 1 I ST TC P A et- \O 111,909 s.f. 31,600 s . f.' . 18,%25 s . f . 2,9 S s (. Building 20' * 20' 10' Compact Stall: Standard Stall: Barrier Free Stall: Retai 1 (155,354 Restaurant (10,980sq• Bank (4,500 sq. IL)" in a. x u W 8' WIPE W IT; & 43' HI E TR FES 0 3 0. SPACING L (.•) FW P P SI3 NS P R -1 . P IN ID: Y L O C N E 1 'KI S RI E 2 N 0 G 0' . SPACING OR AS SHOWN. )** ft.) * ** NATIVE BUFFER 0'D:R •T IP: • E IN r IDE 500. . •P• S i � 0 YP " ► . - 15'R 9 0' 10' 13' (ir.cl. R,CC( s.'. restaurant) of gross leasable area S U U C S Landscape f l T D 300' 15' 15' 15' 389 spaces 110 spaces 12 spaces 511 spaces total S IR E EG_LOCtTION 11 2E 1S • cIIGH GABON WALL 352.21' LEGAL DESCRIPTION 352.09' N 88'15'33" W (TYP.) ST l 12 „ n 12 �'- DO BLE 4" WIDE YEL 1 & QTR ES x 150' ON r--. C C C C (3° WIDE WHITE PAINT - x I� - L6iJC CC C C CC C 135' C I CI C C C k 1 I i 1, G_ T .r' AP 244.51' C C I- Boulevard C 219.13' _C C PARKING PROVIDED: PARKING RATIO: LOADING SPACES REQUIRED: LOADING SPACES PROVIDED: 8' x 16' w/25' aisle width 9' x 19' w/24' aisle width * When height is over 20 feet, front 12.5' x 19' w/24' aisle width *-k PROVIDE 39 PRECAST CONC. WHEELSTOPS (I PER STALL) NEW 42" HIGH STEEL PIPE /TOR ALL PARKING SPACES ADJACENT TO HANDRAIL. HANDRAIL ON TOPoF GABION / WALL. AT EDGE OF PAVING SEE ARCHITECT PLANS S 88°15`33'' E • • • ,..,--,-„ . . ill 4 - SI CCC C 213.97' NEW PYLON IDENTIFICATION I \ SIGR-MMMIT-PETI-S- \ SEE SHEET C4-6 FOR CONSTRUCTION DETAILS. WORK IN THIS AREA TO BE COMPLETED BY OTHERS. each foot of building over 20 feet. 2.5 stalls per 1 stall per 100 s.f. of gross floor area et • Ir- in col The SOuthwest quarter of the Northeast quarter of Section 26, Township 23 North, Range 4 East, W.M., in King County Washington; CCcCCCC CC IN EXCEPT the North 30 feet and the East 30 feet thereof conveyed to the City of Tukwila by deeds recorded under Auditor's File Nos. 574814 and 7402080363. Target Parcel.: Spieker Parcel: TOTAL PROJECT COUNT: 4.5 stalls per 5 6 • 0 HC 31 tiC • z c t EXISTING PROPERTY UNE TOTAL Wi9 stalls TOTAl. 326 stalls TOTAL 1,000 sq.ft. of gross leasable area 1,000 s.f. of floor 0 -FUTURE PROPERTY LINE SOUTHCEN MALL PARKING 4 barrier free stalls 229 standard stalls . t; barrier free stalls 91 (270 cempact sta11%. 56''' standard s ta Is 10harrier free stalls 04%) compact stalls 785 narking stalls yard shall be 20 feet pins I foot for • area WHITE PAINT STRIPES CA 2'0.C. SPACING Rae (BY TARGET') TELEPHONE CONNECTION SITE LIGHTING 15' 15' CONNECTION LOCATION ----CONCRETE WALK BY TARGET EXIT EMERGENCY EXIT LEGEND 99111•111100 01101•Vaall 9110..10 001M1011, 37.10' EMERGENCY EXIT ___ & STAIRS BUILDING ENVELOPE TARGET BLDG. 101,909 sf 1st floor 10,000 sf warehouse 111,909 sf total EMERGENCY EXIT DEVELOPER'S CONTRACTOR TO CONSTRUCT CAST IN PLACE CONCRETE CURB PER TARGET BUILDING PLANS 285.77' 295.10' TO REMAIN CO. WARNING S EXIST. TEL MH REMAIN CONCRETE HEAVY-DUTY PAVING PROPERTY LINE FUTURE PROPERTY LINE AFTER RN/ DEDICATION COMPACT STALL STALL COUNT PYLON SIGN LOCATION GABION WALL INSTALL. EXTRUDED CONCRETE CURBING AROUND ALL c, PAVEMENT EDGES & PLANTERS UNLESS OTHERWISE 1 -SPECIFIED FOR TYPE 'A' CURB & GUTTER ON THIS PLAN. (TYPE 'A' CURB & GUTTER SHOWN BY DOU- BLE LINE) PIPE INE GN T FUTURE DEVELOPMENT AREA 85 LF TYPE CURB & GUTTER 12 • 'TRUCK oak- AREA ' TARGET) POWER CONNECTION/ GAS CONNECTION LOCI-N - HON EMERGENCY EXIT EMERGENCY * EXIT • TRASH COMPACT VA L TO REMAIN 4.? P1V(W • 0 tri 0 20' 20' 5 ERMIT CENTER 1 1 1990 POINT cr N- 235 TYPE 'A' CURB & GUTTER it CURB 144 LF TYPE 'A' CURB & GU IT 135 LF TYPE IL_ & GUTTER EXIST. PWR. EXIST. I m0 TEL- POSSIBLE RIVEWAY POSTS WI TO CI'? IF CONTACT DE T AILS. "FE 'A' GUT TER EXIST. ST. 50 EAST I) v. Pi ari TO BACK OF CURB " 34: " (1 C I: I --Z.DC(I :› ji 1 l'E! Pt 1 c2tcl - ')01- ca , URE EMER. ACCESS 1NECTION. PROVIDE KABLE CHAIN BAR- ERTY LINE W1 KEY CESS IS ALLOWED. KER PARTNERS FOR RMER LOCATION PER PLANS EXIST. DCVA WIFOC HOTEL < cr ctec MI 11 110 •IM MY Si 0 - ‘7: „. ONO CC co • las 0 EXIST. PARKING I LOT LIGI-TT 0 0 0 c o we z u cn r tO • cci a 4 4 ME fa WA Mase 0.17; • N ma w 03 g W4 C 16 dO 19119 Di 8 c 41 L. ,/ 16 0 t' S " in r NOT7: if Ole then *- 1 L notibe, it is ewe to the quality of the oripinel eacunient. J 1 .014111001111111111111i1WhilkIllli , MIIPtillq: IIHIIIIIIIIIIIIIIIIMIIM91ffilailliiciliii11111111WIMIIIIIIIII11111111111.114HilliliiIiilikillililiinInilibilliiiiilli1111,111111111111111IIIIIITIIIIIIIIIIIIIIIII■11 • INSTALL' TEE (FL) 2 -8' GATE VALVE (FLxMJ) I -8' ADAPTOR (FLxMJ) 10 LE 8' DI PIPE I-FIRE HYDRANT ASSEMBLY CONC. BLOCKING W!4-GUARD POSTS LIVE TAP EX. 12" CI FOR WATER SERVICE 8 INSTALL I DOMESTIC METER SETTING WIII5LF I)/2' DOMESTIC SERVICE (PIPE) METER . . CITY TO INSTALL FIELD LOCATE (WICITY) & LIVE TAP EX. 12' CI WATER 8 INSTALL' I- 121t8° TAPPING TEE (FL) I -8' GATE VALVE (FLAN) CONE THRUST BLOCKING LIVE TAP EX. 12' CI - FOR WATER SERVICE & INSTALL 2' DOMESTIC METER SETTING W/ 140 LF 2" DOMESTIC SERVICE PIPE. CITY TO INSTALL METER. EX. SS MH RIM r -2; 7- 22.60' I.E. ° 3.52 9.35(20') LE. - -IO 4} 10.00 (8'W) I.E. 334-0:41 (4' F1- CONNECT TO EX. 8' - - - - -- (0- SAN. SEWER STUB I.E. (SEE SPECIAL NOTE) egg ikas I EXISTING FIRE HYD. TO BE REMOVED & RELOCATE SHUT OFF GATE VALVE It PLUG PIPE. NEW HYO. LOCATION IS 95' NORTH AS SHOWN FIELD LOCATE (WITH CITY: 8 LIVE TAP EX. 12' CI WATER 8 INSTALL' 1- 121x6' TAPPING TEE(FL 3 I -FIRE HYDRANT ASSY. FIELD LOCATE (W /CITY) 8 LIVE E'X(ST. 12' ZTI. WATER 8 INSTALL' I - 12`x8" TAPPING TEE (FL) I -8' GATE VALVE ( FLxMJ) CONC. THRUST BLOCKING LIVE TAP EX. 1 CI FOR WATER SERVICE 8 INSTALL - 2" DOMESTIC METER SETTING WITH 27 LF 2' DOMESTIC SERVICE PIPE. CITY TO INSTALL METER LIVE TAP EX. 12' CI FOR - ---- I WATER SERVICE 8 INSTALL 1 DOMESTIC METER SETTING WI27 LF ('h' DOMESTIC SERVICE PIPE. CITY TO INSTALL METER ...........155 Or AMNON. MOM 4/71. 20 10 30 25 20 15 M 1 . 12.5' ll L) LF 6' PVC a �- 61-14:444 14.0% !O• .INSTALL! . 1 =f3 90' BEND (M J) CONC. , _ CLEANOUT #2 RIM ".-2-4,43 I.E. "- I -8:0O- RIM 23.85' I.E. = 18.2 INSTALL' - 1-g` 90' BEND (MJl CONC. BLOCKING BLDG. B FF = 26.00 SPRINKLER ROOM LOCATION PER ARCH. PLANS - DBL.CHECK VALVE ( ASSY. (DCVA) I TO BE INSIDE BLDG. POST INDICATOR VALVE (PIV) R FIRE DEPT. CONNECTION (FDC) MOUNTED r') ON EXTERIOR o WALL BLDG. C FF = 26.00 -- 75 LF 22 LE 8" DI SPRINKLER ROOM LOCATION PER ARCH. PLANS CLEANOUT #1 RIM 2-5:OO • I.E. = -1 -5,08• 16.4 iNS_I'.ALL' 1 - 90•BEND(MJ) CONC. BLOCKING ' STALL' I :IRS HYDITANT ASSY. - PER - DE1 AIL, 'SFIT.C616 CONC. BLOCKING ITi - G '0 T - - RESTROOM LOCATIONS PER ARCH, PLANS CLEANOUT #3 RJI."r�-,40 -- LE. ° 20.90 LF 6' PVC i I ! S? L' - � . T$ IRE HYQ- SSY. PER' DET. ISH`F'. t6 6 2-81 L 4 C Py I Nt WITH 3 -GUARD PO TS 24"SD S 88 °15'33" E _ -- _ \ CONNE TO .EXIST', SAN. SEWER STUB - 12.74 SEE SPECIAL NOTE EXIST. 12' SS . 3O0 LF 8'D.I. 18'SD 55LE8'DJ. 290 LF 8` D.I. APPROX. 1 LF 8' DI 0 1.0% co" EXIST. SWR MH RIM = 24.88 I.E. - 8.82 (24 ") BURGER KING •FF 20:00 (7 -8- LF '6' PVC' - -5.7 % . • 12,7% ' CLEANO(J'[__# __ .I.E. _ £2.0G I.9 . . 2 "C.1. WTIRI I3' \ 0 4 EXIS_L122'. S _ - WATER- r 'PROPOSED GRADE BLDG, •B, T- 105 LF 6' PVC •4 6 4% 60''•11:O :W. t MH Ai STRl�NDFR ;fiLkD.� RIM • �'4 4 24:.10' 1 F, ' -' tf 9f (6" lN) N =' 12.10 • S= • 12.07 • W' 11.80 I E. _ -1-43 (8" OUT)* Ir.17 PROPOSED GRADE EX.'SS H - 111M X4, I.E. • = •14;98• CORE DRILL EX.- MH &' CONNECT NEW 8' PVC 14.81' tNERIFY): RECHANNEL MH .AS NECE$$Arl'. OPEN . CUT . $ RESTORE STREET: 7 FFw:26.00 CLEANOUT #2 RIM = '24:43 - 23.85 I.E: =4808•= -182 -- TWO CLEANOUTS BY BLDG. CONTRACTOR LOCATE 5' FROM BUILDING RIM " 25.90 I.E. ■ 22.00 -- TRASH COMPACTOR PER BLDG. PLAN. SHALL CONNECT TO SANITARY SEWER SYSTEM (BY BUILDING CONTRACTOR) 6' PVC SIDE SEWER PIPE @ 2.0'/. MIN. (BY BLDG, CONTRACTOR) - LENGTH & FITTINGS AS REOU'D. CONNECT TO SIDE SWR. PROVIDED BY SITE CONTRACTOR 70 -1.F= 77.1 LF 6' PVC 045:7%12.7% __ GREASE INTERC('ETOR BY BLDG. CONTRACTOR 1600 GAL. MIN, CAPACITY UTILITY VAULT CO. MODEL 5106 OR APPROVED EQUAL \ RIM ° 25.0' (ADJUST TO GRADE) ` I.E. 21.50 __ ' PVC SIDE SEWER PIPE @ 2.0% MIN. BY BLDG. , C• ACTOR, LENGTH 8 FITTING AS RE0'D: . INSTAL CON -` _ _ SEWER PROVIDED BY SITE I -8' 90' ND CONTRACTOR CONC. BLK. EXIST. SWR MH RIM = 24.71 I.E. = 9.89 (121 CLEANOUT #6 RIM ° 25:30 25.61 I.E. ° - 22,00 21.9 BLDG. 'A FF «26.00 CLEANOUT #1 RIM = -25.90 25.00' I.E; 24'SD . i - - - F O? D Rl4 DRAI(!1 L CAT'PN SHOWN FOR UTILITYIC00A1 I( rII'iN PURPOS_ -I SEE 'SHT. 12/6 F 0 S D -S GN r U PROPOSED GRADE MH #1 TYPE 1 -48" - 24.10 I.E. * - LO:98-46' 1N N. 12:I0 S= 42.07 I.E. _ 4-O -(8' OUT /11.17 SOUS'- CENTER PLAZA WATER SANITARY SEWER PLAN APPROX. 15 LE EXIST. SAN. SEWER STUB 1 19" WATER 30' 32.f1 _ LF 6' PVC •@ 13.4% - 75cFPRA X: 40 - eI- :'! -h0. ' • A PREtk - tf' •� EX. OS STUB-4 -rte `So JMEW-1- :016-'1 . - ESEE .sr e titt : r 5LE '8 "16_4 N� ;1.80 ANDOVE1? - PARK WEST Mt3 PE I - 48 ", RIM 6 "(- I.E. - 18.64• (6! IN) I.E. " 18 47 (8' 'OUT) NE 114 SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. TUKWILA, • WASHINGTON ,/ EXIST. SWR MH RIM = 22.54 I.E. = 12.3^ (121 I.E. . 12.49 (8 "N) I.E. = 1259 (8'S) EX •SS.1AH • RIM '^' 22.60' 9.35 I,E, o O O4-W -Wa -10.00 • I.E. ' TARGET BLDG, FF m.28.00 CLEANOUT # 4 R1Fd p 23:90 • 22.50 m� AC PAV LNG a BLDG. "A" Strander BLDG. •'C' FE. 28.00 CEEA'NC .y RIM = 25.90 F.E. _ 20.90 7.76% PVC GRADE 9$l LF 6'' PVC @ ---- . 1.0% SPRINKLER PIT W1 4' -B' WIDE it 7' LONG PRECAST CONC. VAULT SET TIGHT AGAINST BUILDING "A' :FOUNDATION (SEE DETAIL SHT. S OF 6) - POST INDICATOR VALVE FIRE DEPARTMENT CONNECTION -EY•IST FIRE HYD. PROPOSED 1 @•I :0% - EX. TELE. 114, CONC. ENCASEM N T EX. 12 O.D. __ OLYMPIC "PIPELINE APPROX. (c LE 6" MN ' #2 TYPE 1 -48' RIM' = 23.10 I.E. _. 1.3.31 .(6" IN) (8 •OUT APPROX. 40 LF 8" PVII1 I STR A NDER BLVD.' • • ' EX, S8 NH RiFiF •m.`4.39 LE, 16.48 (12') 16.6. (8" N) 16.88 48° 5) APPROX 20 LF EX. 8 ". SS . sTIJE - ASSUMED • 1:0% (SEE- SPECIAL NOTE) T 0.5°1° SPECIAL NOTES: CONNECTION TO EXIST. SAN. SEWERS I. CONTRACTOR SHALL FIELD LOCATED END OF EXIST. 8' SAN. SEWER STUB (3 PLACES PER PLAN) & CONTACT ENGINEER TO SURVEY AS-BUILT ELEV. TO DETERMINE PRECISE PIPE SLOPE BETWEEN THE STUB & MANHOLE. THEN THE DESIGN WILL BE ADJUSTED SO THAT THE CONTINUATION OF THE PIPS SLOPE TO NEW MANHOLE WILL REMAIN THE SAME. AN ADDITIONAL MANHOLE MAY BE REQUIRED IF THE EXIST. SLOPE IS UNACCEPTABLE FOR OUR DEPTH REQUIREMENTS. FOR THE PURPOSE OF THIS DESIGN, WE HAVE ASSUMED AN EXISTING PIPE SLOPE OF 1.0 %. 2. CONTRACTOR SHALL- PROVIDE OWNER W/ AS -BUILT SURVEY OF DOMESTIC WATER SERVICE LINES CLEARLY !DENTIFYING LINE PLACEMEN1, METER LOCATIONS AND WATER METER NUMBERS. S 88°15'33" E 482.33' 12'SD GO RAW. S T BANDER BLVD EXIST.: SEWER MANHOLE RIM. = 22 54 I. E. = 12,34 (I ? " l I.E. = 12.49 (fi'N) I.E. _ 12.59 (8"S1' SEE SPECIAL- NOTE tt oulevard APPROX. 15 L . ASBUM • 1,0% •TOPE L_MH #B_TYP• 1 48" RIM = "' I 1.) , = 17.(30 .(OUT) MH #4 •TYPE•I-48" RIM 4 ' 2450 = 1 7.28 TIN) LE.• = 17.18. (OUT) I E PROPOSED 'GRADE CONC. BLOCKING en. CLEANOUT #4 RIM " 25.90 \ ' E. = 22.50 'n . N 1306.70' INSTALL' - -•---- 1 I -FIRE RIM M)i PLAN I.E. = I4.48 (12 ") SCALE: I" = CORE DRILL E'X. MH R. CONNECT NEW 8' PVC @ I.E. = 14.81 (VERIFY) NECESSARY . OPEN CUT AND RESTORE STREET.: BACKFILL WITH. CRUSHED. ROCK .PLACED IN 12' LIFTS COMPACTED TO 95 %. PROCTOR SAW EDGES AND REPAVE WITH D' COMPACTED DEPTH CLASS - B" ASPHALT (IN .3 LIFTS) P OF SCALE,':: ( ": _ .5:0' HOR12. I" _ •5' •V .RT. (00 LE 6' PVC 2 3.9% INSTALL' I -FIRE HYD, ASSY. PER DET. SHT. C6 -6 CONC. BLOCKING 3 -GUARD POSTS 25 LF 8' D.I. _ INSTALL' I -8' TEE (ALL MJ) CONC. THRUST BLOCKING 8 'X6'' TEE: 1E, _ . I Q.B13(8`) S 01 °44'27" W 37.10' __. TYPICAL WATERMAIN CROSSING OVER SANITARY SEWER EX. SWR. MN RIM = I.E. =16.48 (12') 4, `\ 400 LE ... 8 4 - INSTALL' 1 -8' 45' BEND (MJ) CONC. BLOCKING TARGET BLDG. FF = 26.00 INSTALL' __ I -8' TEE (ALL MJ) I-8' GATE VALVE (MJ) 2 -2 LF 8' D.I. SPOOL CONC. THRUST BLOCKING 5.0' BUILDING TO WATER t -- - - - - -- i 11.25' BUILDING TO SEWER it 16 LF 8" D.I. WATER - 63 LE 8° D.I. SEWER @ 0.5% EX. U/G POWER & TELEPHONE LOCATION AS PAINTED ON GROUND 50' BY UTILITY LOCATE SERVICE (__X. 8" WATERMAIN LOCATION IN THIS AREA. WAS PAINTED ON GROUND BY - • SERVICE• AND SUR' /EYED - BY BARGHAUSEN • CONSULTING ENGINEERS INC. 1 1-2' BLOW-OFF AS§V. I.8' PLUG (MJ) CONC. BLOCKING 8 °15'33" W MH #6 •TYPE • 1 -48' RIM = ;24.32 I.E. = 19.RQ (IN). t.E _ ) 9.70 .(OUT) • 12- • . INSTALL -J • • • • I ^FIRE•HYD. ASSY: PER DET; SHT.. . • • C6 r6 ' • :CONC. BLOCKING . .W/3- GUAFID -POSTS o M! 2'DOMESTIC CONNECTION I 8' FIRELINE CONNECTION SPRINKLER ROOM LOCATION PER ARCH. PLANS - DBL. CHECK VALVE ASSY. (DCVA) TO BE . BLDG. POST INDICATOR VALVE (PIV) 8 FIRE DEPT. CONNECTION (FDC) MOUNTED ON EXTERIOR WALL 1C1 CALL2 I -FIRE HYD. ASSY. CONC. BLOCKING W/ 3• GUARD POSTS .LEANQ..LT #5 RIM = 26.00 I.E. = 22.00 N TEE I.E. (d.88 (81" EX. 4'x4' PWR. VAULT TO REMAIN - -- APPROX. 15 LF EXIST. SS STUB CONNECT TO EXIST. - _ V SAN. SEWER S i UB I.E. = 17.03 SEE SPECIAL NOTE v 0 � CO 0 (1) 175 Li:' 8" PVC•@ 0:5% 7' - tt INSTALL' CONC. BLOCKING J. _ STUB OUT TO PROPERTY LINE & PLUG FOR FUTURE CONNECTION -15 LE INSTALL' 1 CONC. BLOCK N tr,o; 't INSTALL' ONC. BLOCKING 2 DOME 13 LF 2' DON SERVICE PIPE CITY TO INS1 METER • o UJ 0 I 'W1'46110 EXIST. SWR MI-11- 2 :3 15 LE PVC /" - • <4 9m TO 0 - EXIST. al • 01 0 OD • Cr) co DPVE OPER TO OBTAIN WATERMAIN ESMT. FROM \ ' DOUBLE TREE SUITES '- FIELD LOCATE & LIVE TAP 8. INSTALL* 1-8' TAPPING TEE (FL) I-8" GATE VALVE (FExMJ) CONC. THRUST BLOCKNG _ CONTACTOR SHALL HAVE FIELD LOCATE SERVICE TOLOCATE THE 'LUG POWER ft NOTIFY r IN THE EVENT THERE is A CONFLICT " W/NEW MANHOLE LOCATION. - AS PAINTED ON GROUND BY UTILITY LOCATE SERVICE 20 15 10 111111111111111111111 1! 1111111111111111 11i1111111111111111111111111111111111111 1111111 I 11111111111111 111111111111111111111111111I1 1! 11 1111111111111 II111111111111111 5 6 7 8 9 notice it is due to the quart ct the oripinel document. NOTT:: If the micrefiImed doeument is less clear then this III1111411114 11111111W • tO 0 NEM co mit f. OP' ft ram C sew IS 51811 ter E vais E t r y IV ' T 2 • -0 ct, hos ulme ntge co 4g ca ' 0 CO hag u i CO egc 6. to 45 At co gr MSS cfs Qm nisi 121788 JOINT @ PCR FOR FUTURE PROVIDE CONSTRUCTION SET PCR @ FACE OF CURB 30.00' WEST OF ANDOVER PARK WEST RIW WIDENING OF ANDOVER PARK WEST. 30' j iw _ _ _30 3: EXIST. SIGNAL POLE, CONC. FDN. & JUNCTION BOX TO BE RELOCATED PER PLANS BY BELL- WALKER ENGINEERING INC. EXIST. POWER VAULT TO REMAIN BLDG. 'B' F.F. = 26a00 7 4 - - 60 LF TEMP. 10'1 TRANSITION TAPER R.P. — 1 ENIST. PETROLEUM PIPELINE ',,/ WI BLOWOFF TO BE RE- 4 LOCATED BY OLYMPIC PIPE-- I LINE CO. \--REMOVE EXIST. PETROLEUM 'FELINE SIGN (W/ OLYMPIC PIPELINE CO.) 'REMOVE EXIST. STREET LIGHT SPECIAL NOTE THE EXIST. GRADES ON STRANDER BLVD. ARE EXTREMELY FLAT. NEW CURB GRADES ARE BASICALLY SET BY 2.0% CROSS SLOPE FROM EXST. CURB FLOW LINE. HOWEVER, CONTRACTOR SHALL FIELD ADJUST NEW CURB ELEVATIONS AS NECESSARY TO PROVIDE A MINIMUM POSITIVE SLOPE OF 0.2% INCURB FLOW LINE TO CATCH BASINS. MINIMUM ASPHALT PAVEMENT SLOPE IS 1.0%. HEAVY DASHED LINE INDICATES BOUNDARY LINE BETWEEN LIMITS OF WORK TO BE COMPLETED BY CITY OF TUKWILA CONTRACTOR AND WORK BY DEVELOPER'S CONTRACTOR. CITY IS BASICALLY RESPONSIBLE FOR TRAFFIC SIGNAL WORK, CURB REMOVAL, STREET LIGHT REMOVAL, GRADING, NEW CURB, PAVEMENT & BASE & SIDE- WALK LIMITS SHOWN. DEVELOPERS CONTRACTOR IS RESPONSIBLE FOR 4" PERF. DRAIN BEHIND CURB AND ALL REMAINING SITE WORK. CONTACT DEVELOPER AND/OR CITY OF TUKWILA FOR MORE SPECI- FIC DETAILS. INTERSECTION DETAIL AT ANDOVER PARK WEST and STRANDER BOULEVARD r 20' TARGET BLDG. F.F. = 26.00 I O'R NEW ASPHALT PAVING INDICATED BY SHADING NEW '8" WIDE x 85 LONG NEW CONC. WALK WHITE PAINTED GORE ST !PE r- INDICATED BY DOT SHADING S 88°15'33" E . . . NOTE' REFER TO CITY OF TUKWILA PLANS BY BELL-WALKER ENGINEERS INC. FOR DESIGN OF TRAFFIC SIGNAL MODIFICATION & CHANNELIZATION AT THIS INTERSECTION. 70.40' NV1 larerrerrrrrtivern,n _ 7.r CONSTRUCT NEW 30' WIDE 9: \ CONC. DRIVEWAY CURB CUT! -- APRON PER CITY OFTUKWILA STDS. BET. R-7 S 88°15'33" E INTERSECTION DETAIL — SITE ENTRANCE AT STRANDER BLVD. NEAR WEST PROPERTY LINE SCALE: 1".20' BLDG. 'C' F.F. = 26a00 INSTALL THERMOPLASTIC TURN ARROWS PER W.S.D.O.T. STDS. (TYP.) N 88°I5'33" W R.v• SPECIAL NOTE THE EXIST. GRADES ON STRANDER BLVD. ARE EXTREMELY FLAT. NEW CURB GRADES. ARE BASICALLY SET BY 2.0% CROSS SLOPE FROM EXIST. CURB FLOW LINE. HOWEVER, CONTRACTOR SHALL FIELD ADJUST NEW CURB ELEVATIONS AS NECESSARY TO PROVIDE A MINIMUM POSITIVE SLOPE OF 0.2% IN CURB FLOW LINE TO CATCH BASINS. MINIMUM ASPHALT PAVEMENT SLOPE IS 1.0%. EXIST. TURN ARROW LOCATION (TYP.) REFER TO CITY OF TUKWILA PLANS BY BELL-WALKER ENGINEERING INC. FOR NEW CHANNELIZATION DESIGN z EMT. 24.9' PAVING (PER SURVEY) _ ,.] 0 -, 0 11.1 1 Z X J --I • , Q_ - - () ix -- i a. i REMOVE EXIST. CURB & GUTTER ---\ ■ iii , 9. COMPT. \ /- - A D E P H T A H L C I L ( A I N S S STRIP ---- ----A__ _____ _ 12 11 r EXIST. PAVING-- SAWCUT EXIST. PAVING--- GRAVEL BASE CLASS 'B' MAY BE REQUIRED DEPEND- ING ON SOIL CONDITIONS EXIST. UNDERGROUND STREET LIGHTING WIRING & CONDUIT ---/ (VERIFY DEPTH) EX. UNDERGROUND TELE- PHONE (VERIFY DEPTH) EXIST. OLYMPIC PIPELINE CO. GAS MAIN (VERIFY DEPTH) NEW II' LANE NEW 5.9' HEW 9.I' CURB R.O.W. PEDESTRIAN & DEDICATION :,./TILITIES ES'MT. INTERSECTION DETAIL — SITE ENTRANCE AT STRANDER BOULEVARD In 20' STRANDER BLVD. ROAD SECTION (LOOKING EAST) kALE: 1' NEW UNDERGROUND BY PUGET POWER N \ EXIST. GRADE , PERF. PEAfiC (ADS OR PVC S = 0.2% (Mtl.) TO STORM SYSTEM. BACKFLL TO SURFACE WITH 3 /4' WASHED \ ROCK cowl% DEPTH CRUSHED ROCK - ---PROPOSED STORM DRAINAGE WITH CATCH BASINS fSEE SHT. C-2) HEAVY DASHED LINE INDICATES BOUNDARY LINE BETWEEN WORK TO BE COMPLETED BY CITY OF TUKWILA CONTRACTOR AND WORK BY DEVELOPER'S CONTRACTOR. CITY IS BASICALLY RESPONSIBLE " TRAFFIC SIGNAL WORK, CURB REMOVAL, STREET LIGHT RE- MOVAL., GRADING, NEW CURB, CATCH BASIN GRATE, PAVEMENT & BASE AND SIDEWALK TO LIMITS SHOWN. DEVELOPER'S CONTRACTOR IS RESPONSIBLE FOR 4" PERF. DRAIN BEHIND CURB AND ALL REMAIN- ING SITE WORK. CONTACT DEVELOPER AND/OR CITY OF TUKWILA FOR MORE SPECIFIC DETAILS. _NEW 8" WIDE WHITE PAINT STRIPE EXIST. CURB LOCATION ON SOUTHCENTER MALL PROPERTY PER SURVEY BY BARGHAUS CONSULTING ENGINEERS, INC. NEW 8" WIDE Y. 80 LONG WHITE PAINTED GORE STRIPE PERMIT CENTER STRANDER BOULEVARD POWER L. Z 0 -- 0 >- LJ (i) < (.9 CO Cc CC Z 11 ZLtJ OF ct —.. LJ ct: W C ` > i > j cr 0 5 Wu) CL rr 0 < • >"- C) la 11.1 P. p : a: a: DEVELOPER'S CONTRACTOR TO INSTALL CB #14 AND I2"' SD PIPE PER / , "SHEET C2 AND SET TEMP. STEEL PLATE OVER CB. CITY CONTRACTOR TO PROVIDE AND INSTALL THRU CURB INLET GRATE. TRUCT WH: ELCH IRO ILA STDS. ETAI R AND -ER CikY 0 HOW N R-3 ( YPIC4L u0 TRAFFIC SIGNAL NOTE' ris1GIPTYF EReIN PESLitt+ 1 AT THIS I -. .3ECTION k- ; - HANNELIZATION illik • 4 sotA e 5 0 W. ., i t z 0 (/) Co CONSTRUCT NEW 37' • WIDE ROAD APPROACH TYPE DRIVEWAY ENTRANCE. RE- MOVE APPROX. 104 LF OF EXIST. CURB & REPLACE WI NEW DEPRESSED CURB & GUTTER TO PREVENT RIGHT OF WAY DRAINAGE FROM ENTERING SITE. TRANSIT ION ONSITE CURB 8, GUTTER INTO NEW R/W DE- , PRESSED CURB & GUTTER IN A MANNER THAT KEEPS R/W DRAINAGE IN THE DE- PRESSED CURB & GUTTER FLOWING TO THE SOUTH. (TYP. BOTH SIDES OF THE DRIVEWAY) 0 co INSTiLL NEW PLASTIC CRO STO1 BARS LU LU 0 z EXIST. CB THERM SWALK 4 8, '1 ■c \■? (WHEELCHAIR RAMP I= • •■ • • • • • Om • • ■ • 1. .6 • • 1.. • • ■ 1-NEW CB WHEELCHAIR RAMP et, 84.74' I 9 J4 I4' _I Is' 'NEW CB 4 8" WID 'J PAINT x 55 "' '• _ • • _ t - • - fe.11 :1 .............................. ... BLDG. 'B' FF = 26.00 INTERSECTION DET. — SITE ENTRANCE AT ANDOVER PARK WEST SCALE: 1' 20' 'A' F.F. = 26.00 __INSTALL THERMOPLASTIC TURN ARROWS AS SHOWN PER WSDOT STDS. TREE WELL PER ARCHITEC ' WHIT/ TRIP - -... MG 4" WIDE ST ES x ffi' LONG c . ±\-WHEEL r t.NORMAL CROW: (2 et, 0 CENTERLINE h ;),;4.,,213 . 1424iteuw , •,,, „._ -, ,.., ,, •°' , ,-;.,•, •-/ . . .1'4. ,,....., !Z r '', , • . <7,. .. ' - 't ; ... r '' .V .., .., .4.1. 4. ..:,,, ..= 4. - ..--. .. .r.. _ ..,' ...2:" - ., ., -:..".... v .... ..,•-• '''' ''' , ..› • ''.. 1 " ' e „ r ,. , . . ..,-. ... ... -..... - 1 ILI „ I i t p l m i . 1 ,, 11 1 1 2 I 5.- ... 5 6 7 8 9 in ..,.., ,--:-. 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