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Permit 6601 - Gateway Corporate Center - Building 8 Shell
Permit 6601 - Gateway Building 8 91-059 13028 interurban avenue south GATEOiY CpRP�ATE CEJTE BLW% • BP# (9(001 p:.. :' • atrl' , Bedford Properties i 241 -1103 ADDRESS 12720 Gateway Drive, Suite 107, Seattle, WA ZIP 98168 CONTRACTOR Steve Gwinn Associates PHONE 367 -9393 ADDRESS 12535 15th Avenue N.F.., Seattle, WA ZIP 98133 WA. ST. CONTRACTOR'S LICENSE # S'fEPHGA099BY EXP DATE 1 - 10 - 92 • ARCHITECT LPN Architects & Planners, Inc. PHONE 583 -8030 ADDRESS 1127 Pine Street, Suite 300, Seattle, WA 98101 CITY OF TUKWILA )ept. of Community Development - Building Division ;300 Southcenter Boulevard, Tukwila WA 98188 '206) 431 -3670 BUILDING PERMIT NO. (J2 L 1 2 DATE ISSUED: — J / SITE ADDRESS /SE LOOR rOTAL TYPE .: V - year 1988 FIRE PROTECTION: QS prinklers ) Detectors 0 N/A ZONING: .ONDIT 4PPROV D • R SSUANCE BY: PRINT NAME: 13028 Interurban Av S CERTIFICATE OF OCCUPANCY NO. BUILDW :3 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION BUILDING. PERMIT FEE PLAN'CHECK:FEE FEES DATE: h•• BUILDING SURCHARGE:; ER• TOT AL :1,41.3:'0 +. }2� =MI ammoviraii • 2 0 PLAN CHECK NO.: SUIT # 91 -059 PROJECT NAME /TENANT Gateway Corporate Center Bldg 8 ASSESSOR ACCOUNT # 000480 -0017 TYPE OF 0 New Building U Addition (J Tenant Improvement (commercial) U Demolition (building) Grading/Fill WORK: 0 Rack Storage 0 Reroof ❑ Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Construction of 1 - story shell only, 17,200 square foot retail building. VA UE OF CONSTRUCTION • $ 544,896.00 SQUARE OCC. SQUARE ILOA PP OCC.' SQUARE OA. F OCC. O•i SQUARE OCC. OA OCC. LO c' SETBACKS: N - S - E- W - UTILITY PERMITS REQUIRED? j Yes 0 (through N� Public Wcriw) BAR/LAND USE CONDITIONS? 0 Yes 0 No NS (other than those noted on or attached to armlt/ lane BUILDING OFFICIAL DATE: - ,2 3 _. TOTAL TOTAL S ' F F ET OCC, LOAD I hereby certify that I have read and examrned this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. SIGNATURE: DATE: /key 3 V, 1 7' - v COMPANY: 13 f7,7 This permit shall become null and void if the work is not commenced within 180 days fr om; the dateo issuance, or if the work is suspended or abandoned for a period: of 180 days from the last inspection. DATE ISSUED: PERMIT NO. CONTACTED - '(ILL I o�jc, DATE READY DATE NOTIFIED C - J �' 2nd NOTIFICATION G l y (! (init.) BY: (nit.) PERMIT EXPIRES AMOUNT OWING l q, tJ • � � 3RD NOTIFICATION BY: init. PLAN CHECK NUMBER q 05 INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) BUILDING - _ initial review NC FIRE Nf PLANNING PUBLIC WORKS 0 OTHER (1?) BUILDING - final review , gmailibbb PROJECT NAME SITE ADDRESS REVIEW COMPLETED -1 (ROUTEDL IN BUILDING ?EMIT APPLICATION TRACKING .43 SUITE NO. 130'26 Try P\vS DEPARTMENTAL REVIEW S� I OLO 17"1 kid •- a "X" In box indicates which departments need to review the project. FIRE PROTECTION: $ S • rinklers FIRE DEPT. LETTER DATED: - / j -4 2/ INIT: err, 9/ ZONING: ( BAR/LAND USE COND ITIONS? Yes N REFERENCE FILE NOS.: V I ( ;' - f^, ) INIT: MINIMUM SETBACKS: N- S- "f~� S er - f UTILITY PERMITS REQUIRED? 'Yes No PUBLIC WORKS LETTER DATED: 5 ilit�t 1 INIT: INIT: K ~ 1\-1 STR CT "6 Date Approved - t " - iT.._...r, N/A INSPECTOR: .11 UBC EDITION (year): w- t gill SITE ADDRESS SUITE # 13028 INTERURBAN AVE. S. VALUE OF CONSTRUCTION - $ $544,896 PROJECT NAME/TENANT GATEWAY CORPORATE CENTER, BUILDING 8 ASSESSOR ACCOUNT # 000480 -0017 TYPE OF i New Building U Addition Li Tenant Improvement (commercial) U Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: CONSTRUCTION OF 1 -STORY SHELL ONLY 17,200 SQUARE FOOT RETAIL BUILDING BUILDING USE (office, warehouse, etc.) RETAIL NATURE OF BUSINESS: CONSUMER SALES WILL THERE BE A CHANGE IN USE? U No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Wilding: 17,200 Tenant Space: N/A Area of Construction: 17, 200 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? El No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER BEDFORD PROPERTI ES PHONE 241 -1103 ADDRESS 12720 GATEWAY DRIVE, SUITE 107, SEATTLE, WA ZIP 98168 'CONTRACTOR STEVE GWINN ASSOCIATES PHONE 367 -9393 ADDRESS 12535 15TH AVE. N. E. , SEATTLE, WA ZIP 98133 WA. ST. CONTRACTOR'S LICENSE # STEPHGA0996P EXP DATE 1 /10/92 ARCHITECT LPN ARCHITECTS & PLANNERS INC. PHONE 583 -8030 ADDRESS 1127 PINE STREET STE 300, SEATTLE, WA ZIP 98101 '11 'C fAT; t tAYE . :Aft M(I�I € >THi :1 !P` ATIt?t�#:<'ANp N01M fi i , SAM p! F�R�GT�::�iC�< <A ::� . �. Mi..A t�Rl BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE � DATE f� ( V PRINT NAME ..VCE A. BERG PHONE 583 -8030 ADDRESS LPN /1127 PINE STREET SUITE 300 CITY /ZIP SEATTLE 98101 CONTACT PERSON PAUL R. COPPOCK /LPN ARCHITECTS PHON 583 -8030 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 APPLICATION MUST BE FILLED: OUT _COMPLETELY DATE APPLICATION ACCEPTED - l 1 BUILDING PERMIT APPLICATION DESCRIPTION BUILDING :PERMIT FEE PLAN CHECK FEE UILDING SURCHARGE ENERGY SURCHARGE TOTAL - FEES (for staff use only) APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community DeveIopmAnt 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. 1l you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION EXPIRES fC1: (3.00 6145 ; -91 AMO.UNT;: RCPT DATE .;.. COMMERCIAL . . NEW tXliatAERCLAL BUILE)lf4CIS/ADDMOtIS ..,...: • . . : • . : ••••••.. • 12\31 Completed budding permit application (orie for each structure) . . . . {) Assessor Aoci:runt Number . • SPecificatiorls . ..•••••• ••••••• rryti • • • Two sets (2) of die fallowing: , . • .: Structural calculatiarta stamped by a WashIngtun State licensed RESIDENTIAL - ci Tro.o.:OOta:.(2) Wcirkirst drawing whichinchid� .sormsli■ itiashinon.Stata Energy Code data E Completed utility permit application : . Sill (6) sets of vita plans showing utilities '••••••• SdBMITTAL CHECKLIST • NOTE: Building' slte plan and Utility slteplan may be. �� nbkO $O : iebliof.ponplt.applkatIon• encl. checklist for appcfflo.eubml.galOgylncnnanle:: AnW topographIcaland soils infonnaqpn.: may bqraqtilfpd 64e Ondltione: ' ' • ' . .............................................................................................................................................. E Assessor Acount Number ‘,,.. . whlch include • • •••'''' • ....„ • •••• • . • • • (common wali) tenant b u(tdng or sciare footage Floor •• • xiiitkvill . .. p o p roposed ........ space ....................................................................................................................................................... • . . ............................................ . ctu ra iEROOI , . rr„ ...... .. . , .. „ tradt . . ...... . . . nioVe. • • .t,,u,TIM • . . . Two (2) sets of pJan wtdch include ...• • ...H.,. • , . • . • • • • • . ...• • • • .......................... 117 •A ted 'o t e ti r:f1;tfOit ...i fetter7Ia*410 • final lnspacrion and 8190 a NO ..• • 1 ' X PERMITS PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED COMMENTS Channelization/Striping/Signing 5i 3-e, U 1 l i d Q -1 -a1 6-b 6 1 i X Curb Cut/Access/Sidewalk (C 13JO l a -ci F(, if 01(D- ( 54 q / to / , 5- I -9 55 -_1 - ( Fire Loop/Hydrant X Flood Zone Control F Z(_ 00i9( D (2/9 01 -'1 L Grade/Fill Hauling X Landscape Irrigation ice' 1 *) -C O . (ID - q.1 S ah - Moving an Oversized Load X Sanitary Side Sewer 6%- a 7 q - 91 (4o 9 1 5- Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage 30(U$ (- Q 1 ' --(-'9 1 6-a ( -q Water Main Extension (private) Water Main Extension (public) ID 0 at: Deduct Water Meter exem Sze: N o.: ❑ . at = O • Water Meter • :rmanent size: 4.. R No.: 6 — — 5-- 9 -e? I Water Meter (temporary) size: N t _ Other: 9' �j t/a.GQ -e. /9 l r: ( g � ' 1 -r ( -9 Other: ,. .If,.. RECEIVED TYPE OF REVIEW ,: > .1 , TO PWD is .w.1. APPROVED 0 , � -. :,; REQUESTED COMMENTS - -ail 5i 3-e, U 1 l i d Q -1 -a1 6-b 6 1 i PLAN CHECK NUMBER q I J o5q ROUTING PERMITS REQUIRED CONDI ONS PROJECT NAME SITE ADDRESS F PERMIT ISSUANCE OR INAL SIGN -OFF 0 P OJE T 411$ IA • UTILITY P'' OJ ECT TRACKING CHECKLIST el at: au 61 d5 <6 SUITE NO. Imo &` - -er orban N CITY OF TUKWILA CENTRAL PERMIT SYSTEM ENGINEERING DIVISION 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 (206) 433 -1845 SITE ADDRESS GATEWAY BUILDING 8 PROPERTY OWNER Bedford Properties ADDRESS 12720 Gateway Drive Suite 10/, Seattle ENGINEER ADDRESS CONTRACTOR ADDRESS PERMITS REQUESTED I Sewer Main Extension (private) Sewer Main Extension (public) Water Main Extension (private) Water Main Extension (public) Excavation (in public right -of -way) Fire Loop /Hyd.(main to vault) No: 1 Landscape Irrigation Sanitary Side Sewer No: 1 Water Meter - Permanent: No: 1 Sizes: 1 -1/2" Meter Address (if different from site address) Water Meter - Temporary: No: Sizes: Water Meter- Exempt: No: 1 Sizes: 1 -1/2" Meter Address (if different from site address) WATER METER DEPOSIT WATER METER BILLING /REIMBURSEMENT NAME ADDRESS CITY, ZIP PHONE MONTHLY SERVICE BILLINGS Q water NAME ADDRESS DESCRIPTION OF PROJECT Q Single Family Residential [[ Multiple Dwelling: No. units Duplex Hotel El Commercial /Industrial: (23 /UPA) Barghausen Consulting Engineers, Inc. 18215 72nd AvP. S.. Kent SSG Cnrp_ (Steve Gwinn Assoc.) 12535 15th AvP_ N_E., Seattle Triplex Apartments Office Q Warehouse School /College /University Other UTILITY PERMIT APPLICATION (please print) I - 50(Z-, rut bar) Sizes: 8 in. [j sewer (] metro • NAME ADDRESS CITY, ZIP PHONE Motel Other Retail Church MISCELLANEOUS INFORMATION in New Building: Square footage 17,200 Remodel /Addition: Square footage of original building space Square footage of additional building space King County assessors valuation of existing structures $ Valuation of work to be done $ 544,896 [[ standby CONTROL # (* C.)b ci PHONE 241 -1103 ZIP PHONE ZIP PHONE ZIP 9n68 251 -6222 98032 367 -9393 98133 Curb Cut /Access /Sidewalk Channelization /Striping /Signing Hauling Moving an Oversized Load Storm Drain Other Other PHONE ZIP [[ Condominiums • Hospital • Manufacturing 1 HEREBY CERTIFY THAT I HAVE READ THIS APPLI NOW THE SAME TO BE TRUE AND C ECT. Applicant /Authorized Agent (signature) DATE 0 ,., • (print name) LPN PHONE 5:3 -8 +30 Contact Person (print name) DAN BALMELLI PHONE 251 -6222 Address 18215 72ND AVE. S. KENT ZIP 98032 H /4 1P �Z3 't4,2,(lia s/h we c /1,11amtv • CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 TO: FROM: 3ha I 1 i -2_ DATE: f. UCki c SUBJECT: "F C is 3 - C - � �1 t o cam, Corp. Ce itf r ��la J akUe_ c C. r\:tro o n M &oo x MEMORANDUM PHONE # (2061433.1800 . (oS= 5Lq) Soi tp 5 -r o t o - 5) 5I) e 50 4 LPN C3 5a Gary L. VanDusen, Mayor C 4 Participants: Phone Conversation In- Person Meeting f_] Location: Action Required: By U1, cc: b RECORD OF CONVERSATION • LPN /ROYCE A. BERG ARCHITECTURE AND PLANNIN 1127 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 583 - 8030/583 -0708 (FAX) Summary: o Initiated By: 2 Date: I. /4 - i 1(.AV Project Name: (shore )1W Project No.: • N V\ Zoc ?. TS Subject:. t �,.n t . PS . 00 • .5v W61)6EO 0 s) V' . Pv 01.5 OP if 514 EYDep ' U I LOI 4-7 } ?,(off ' . % OPA 3 50 ()Warr iOP S 2 2 ,V JAN 1991 _ALA • DATE (/ a r 9 / 7 �1 ..�_ 9 - / 7 PR•JECT 1 '7 ., ,/ .- / / n .;4 LOCATION _' � - 3/9a f3 r c rn/%r i s LDG. PE/ifylT NO. 6 O OWNER WEATHER TEMP AT AT AM PM ENG1 ER ii /.i iJ I►L/ ARCH CT,, �l J CONTRACTOR FIELD REPORT C A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 ATTN:_ / /� 7�zz COPIES TO: . .. . .1111b S. Lc)N RtA s G-rA Ct'�?'fof ro-90 10- INSPECTOR: FIELD SIGNE& PREVIOUS (- REPORT No, �� �'L� *,c24 Cr---- PO OCT 0 - 91 CA s u l\ o/ LA r)rpT DATE /D — (. 5-- 7/ 9: PR •JECT LOCATION /3D g 8 7 i4dr2z530-,/ At, BLDG. PERMIT NO. 4a/ OWNER WEATHER TEMP. AT AT AM PM EN EE�F �� G"fl/i+'1/0 `70 1)5 Ai ARCHITECT CONTRACTOR S C.? 4- FIELD REPORT A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 A TTN: ' Ate' L yrlli A - i Aft -_ s ° r V d i /IV i ri/ r 1 Tr -Cc7l' COPIES TO: l `0--WI O � "2W' ^+� O. _on L 'CO QV' 1 e INSPECTOR: PREVIOUS REPORT No. FIELD REP SIGNED: l� N" z94r 5 oz C' ? I ` � NNING LJ G: ff CYLINDER D DATE D DATE A AGE T SIZE W WEIGHT L TOTAL S STRENGTH S SET C1458 1 1-11. -11 q q--to 6 6 g gxrz Z Z9740 2 2 790 gz-159 1 10 2 94 ,b 1 10 -2 , ,. .y i • • ei 4 671 c cm) 7 7 0 00500 2 2 `C3 • # # Z. g4(aZ t t o - z. Z Z ? / / $ $0 00 FIELD TEST DATA TRUCK SAMPLED ! I 56 TRUCK TICKET NO. - ■ - UNIT CEMENT TEMP. TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC AIR 7; 54 6 6 y 6 q ;hto 9 t / 7 _ Y d 2- DATE FILE NO. C./ C 1 -4 1 -C / ) C I PROJECT .._ . w- . V' G - LOCATION 13 02 $ rti )tvvV a A- t/. 5 BLDG. PERMIT NO. OWNER 66 I W 1 ��v TEMP Z AT A �9., Dt7 G PM ENGINEER e )c 11 a. vd /J vds el ARCHITECT I- Pif/ Gil s CONTRACTOR 5,4 G- BATCH DATA FOR 1 CUBIC YARD DESIGN % ADJUSTED WEIGHTS MOIST WEIGHTS CEMENT L$79 FA. I 1// CA. zoEe, WATER 255 TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: r_ vd- 1pv o�r_v �/r.s ATTN: 13/2,‘ /IGG v f 7Z 0 (r,..71-e_. WAr 12v- 43 / 7 q?/' MIX NO. 60 Y W' CONCRETE: pee & ✓) C CLIN]DER REPOP( COMPRESSIVE STRENGTH PRODUCERS AEA. ADMIX wa I/ kw). 5 0 2- CAC12 PLACEMENT AREA & NOTES U/ . I) 7 ' ne 4 V -0 SEE FIELD c REPORT NO. 5 2 cJ 2 CEMENT - Ty$40'C- No 4896 CR i t li�3U 017:PT. , r „_.... INSPECTOR: u •1� J2V SIGNED: TESTI LAB RATORY, INC. C. . DATE FILE NO. C./ C 1 -4 1 -C / ) C I PROJECT .._ . w- . V' G - LOCATION 13 02 $ rti )tvvV a A- t/. 5 BLDG. PERMIT NO. OWNER 66 I W 1 ��v TEMP Z AT A �9., Dt7 G PM ENGINEER e )c 11 a. vd /J vds el ARCHITECT I- Pif/ Gil s CONTRACTOR 5,4 G- BATCH DATA FOR 1 CUBIC YARD DESIGN % ADJUSTED WEIGHTS MOIST WEIGHTS CEMENT L$79 FA. I 1// CA. zoEe, WATER 255 TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: r_ vd- 1pv o�r_v �/r.s ATTN: 13/2,‘ /IGG v f 7Z 0 (r,..71-e_. WAr 12v- 43 / 7 q?/' MIX NO. 60 Y W' CONCRETE: pee & ✓) C CLIN]DER REPOP( COMPRESSIVE STRENGTH PRODUCERS AEA. ADMIX wa I/ kw). 5 0 2- CAC12 PLACEMENT AREA & NOTES U/ . I) 7 ' ne 4 V -0 SEE FIELD c REPORT NO. 5 2 cJ 2 CEMENT - Ty$40'C- No 4896 CR i t li�3U 017:PT. , r „_.... INSPECTOR: u •1� J2V SIGNED: TESTI LAB RATORY, INC. C. . BATCH DATA FOR 1 CUBIC YARD DESIGN % ADJUSTED WEIGHTS MOIST WEIGHTS CEMENT L$79 FA. I 1// CA. zoEe, WATER 255 TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: r_ vd- 1pv o�r_v �/r.s ATTN: 13/2,‘ /IGG v f 7Z 0 (r,..71-e_. WAr 12v- 43 / 7 q?/' MIX NO. 60 Y W' CONCRETE: pee & ✓) C CLIN]DER REPOP( COMPRESSIVE STRENGTH PRODUCERS AEA. ADMIX wa I/ kw). 5 0 2- CAC12 PLACEMENT AREA & NOTES U/ . I) 7 ' ne 4 V -0 SEE FIELD c REPORT NO. 5 2 cJ 2 CEMENT - Ty$40'C- No 4896 CR i t li�3U 017:PT. , r „_.... INSPECTOR: u •1� J2V SIGNED: TESTI LAB RATORY, INC. C. . A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: r_ vd- 1pv o�r_v �/r.s ATTN: 13/2,‘ /IGG v f 7Z 0 (r,..71-e_. WAr 12v- 43 / 7 q?/' MIX NO. 60 Y W' CONCRETE: pee & ✓) C CLIN]DER REPOP( COMPRESSIVE STRENGTH PRODUCERS AEA. ADMIX wa I/ kw). 5 0 2- CAC12 PLACEMENT AREA & NOTES U/ . I) 7 ' ne 4 V -0 SEE FIELD c REPORT NO. 5 2 cJ 2 CEMENT - Ty$40'C- No 4896 CR i t li�3U 017:PT. , r „_.... INSPECTOR: u •1� J2V SIGNED: TESTI LAB RATORY, INC. C. . CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO, 101,Z g-/, c l -M 7 sa v 60306 o/50 / ,. - r - to !&E9 6 to-K > 0 /.0136 1 lo -i-5 j CONTRACTOR nn J I ff) .�...� l(IICL, [\ OCT 01 19 • CITY OF TUIwvILA PLANNING CEPT. / -- FIELD TEST DATA f // TRUCK SAMPLED fa 4 TRUCK TICKET NO. 9' 4S g r !/ TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR pO / /" WEATHER,..-7_ re - / ,. - r - 1 < -- 6 ENWER i/i /SQf ARCHITEC� i ^ CONTRACTOR DA T 7 9 / –1 /– g FILE NO. r - 77 ei ECT e" V 79 LOCATION / /77trirk1-6 / FA. - BLDG. PER n NO ( , 2 / OWNER C.A. WEATHER,..-7_ re - WATER TEMP OAT �p3 AT AO AM PM ENWER i/i /SQf ARCHITEC� i ^ CONTRACTOR BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 79 FA. 70 C.A. WATER --- 4 TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: 83.0c'0 ge-Dekbt 7/ 'f ATTN: . !9 W''v7 /0 407x///4/ Vit . 4 / 0 7 50t1/5 (ijk g /eg MIX NO. CONCRETE: 6 PRODUCERS AEA PLACEMENT AREA & NOTES CCLINDER REPORT COMPRESSIVE STRENGTH SEE FIELD REPORT NO. CR CEMENT jr — CU. YARDS PLACED I – DESIGN STRENGTH -362 INSPECTOR: COPIES TO: U I p ) cs�n A.A.R. TESTING ORATORY, INC. UPN R fc' ., Sc -V Ol�� 9rolxv4t SIGNED: [ i DATE �/ 1 -1/ FILE�j.� 77V P •2ECT A � . "vin g // &. 0 ADDRESS-- / BLDG. PE O. (.0 / OWNER WEATHF� <1' " TEMP / C%-3 0 AT i /d..) AT AM PM EN EER ARCHITECT ^ CONTRA TO: ATTN: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 S wpvpi,offkee7w-8 49.8 7 / 5x-rfrk, Y4- 7R45 INSPECTION PERFORMED: O RESTEEL p( CONCRETE 0 MASONRY O STRUCTURAL STEEL Pt WELDING 0 BOLTS O OTHER SUPPLIER MIX NUMBER CYLINDER TORT NUMBER SLUMP AIR CONTENT ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O YES ONO F. ELD REPORT PRIOR REPORT O FOOTINGS O AUGER CAST PILING O SLAB O WALLS J COLUMNS OTHER N_ 4790 FR Date or Plan Number O CONCRETE XGROUT 0 MORTAR DESIGN STRENGTH NUMBER OF SAMPLES CAST TOTAL CU. YDS. PLACED (3 CONCRETE TEMP TIME 5 COPIES TO: '" — 1-4 kLuk � - � N Pktc.kk J S ikaA >INSPECTOR A.A.R. TESTING ° I` S -4;11 SIGNED: CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. C 1 4 -1.58 ci-ti - .11 c - I 6 gxr ARCHITECT L. py 4c14/ 7 1 -r_c-i- 5 79 2 no * 6y 6 z. q , 4tn 9 1 /2._ (- J L I (ACS 6 Y 62- 10 - 2 28 r lLtCQi - ' `al 7 gO5Oo Z. ( -4-m_ to-z. z8 c14 0- 2 S �� FIELD TEST DATA TRUCK SAMPLED 137 / 156 TRUCK TICKET NO. 3 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 7 ; 5G 5 1 /y ARCHITECT L. py 4c14/ 7 1 -r_c-i- 5 • CONTRACTOR SA 6- WATER 6y 6 z. q , 4tn 9 1 /2._ 6 Y 62- DATE C ir y -C 1 J FILE NO. C l l 7 7 `f DESIGN WEIGHTS PROJECT ADJUSTED WEIGHTS LOC . ION 13.2 S i ,1t vvv a,4 A V 5 L$7o BLD c . PERMIT NO. OWNER FA. WEATH R CI,, AT TEMP 8' �t 6 z AT PM ENGINEER // R)C avcL l Uajo C.A. ARCHITECT L. py 4c14/ 7 1 -r_c-i- 5 • CONTRACTOR SA 6- WATER BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS Z -tt CEMENT L$7o FA. I L LS C.A. 'ZD5'CJ WATER 25 TOTAL A.A.R. TESTING L 'OR REDMOND, WA 98073-2523 , (206) 881 5812 FAX (206) 8:1- 544aEP 1 0 1 99 1 i TO: e�CI 4 ✓d `i/ Oyt'.I/+ ATTN: V,) �ce-tei -- MIX NO. 50y ti✓ CONCRETE: t 7 - 64.. ✓) CYLINDER REPORT 12 72.0 �r-� I,:. - LPv h /O 7 e .1 1 4/4. 45 JI P1.IAt+iN1NG SEE FIELD c J REPORT NO. S 2 Z COPIES TO: Tk \Gu a ' Rt( t:De R, t'C4101`�dYl \�N Prtftlx ?eo� COMPRESSIVE STRENGTH 91 CEMENT Typ . --Tr PRODUCERS AEA. ADMIX. wadi vtd, .S o a- CAC1 PLACEMENT AREA & NOTES IA/ at. I 1 ?a- me A e ! y '143 9 INSPECTOR: Ns 4896 CR CU. YARDS PLACED 1 75.5 DESIGN STRENGTH 1 100 0 A.A.R. TESTI LABO,RATORY, INC. SIGNED: -- CYLINDER NUMBER DATE MADE I/ 8/4-i% DATE TESTED "-Z ► AGE DAYS 7 SIZE G K 12 WEIGHT TOTAL LOAD Z ZC) STRENGTH PSI Z`'1 VD ' - 5.- SET NO. r ? 1 -7 E l`'u AIR 9- i 1 : IIMI JZ3'10 8619 c 9- I I _• /2-8300 FIELD TEST DATA TRUCK SAMPLED TRUCK TICKET NO. 6T1670-5 TIME I 0 SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 2 /-z. REM WATER IIMI OT S A L AL U - DATE i 8/► 4m l FILE NO. �j 7 74 P OJECT A-r E WAy cCRP a 4 o Ii om, .utZ. FDA N A\ BLDG. PERMIT NO. b OWNS $, !}P, W EATHER 'Ji1NN. TEMP ‘,,,,0` AT AM AT(I,00PM ENGINEER jc+4A2D 4-1 Li pse)rt, ARCHITECT N AQc NI i CT5 CONTRACTOR 5C -4 BATCH DATA FOR 1 CUBIC YARD - DESIGN p ADJUSTED FA. REM WATER IIMI OT S A L AL t�?. - TO: ATTN: CYLINDER REPORT A.A.R. TESTING LABORATOIR P.O. BOX 2523 REDMOND, DWB CERTIFIED 80252' SEP , S 1991 (206) 881 -5812 FAX (206) 881 -5441 PRODUCERS AEA. ADMIX. VI/RA 5' CZ. CAC1 PLACEMENT AREA & NOTES 2.8 MIX NO. 484 w V B)1 - HA T z720 1 Y\1AY ,R, lb COMPRESSIVE STRENGTH CONCRETE: Z z/�^'C CEMENT 4.6 5 5021 N2 • 4602 CR CU. YARDS PLACED 2.7 C DESIGN STRENGTH IPL4 Nis INSPECTOR: DZ'' COPIES TO: TI-Lkwila- /015. j Q. 1-k4.sry) A.A.R. TESTIN , LPN sCrl4 . eo& -P raper -f-res SIGNED S -24k_ ABORATORY, INC. OAT ?1-77v I ? a PR ECT GA, 411 LOCATION 1 ?02e 'r /77,4i,,,,,,,54,✓ 4- £. SLOG. PERMIT NO. e9 OWNER WEATHE TEMP AT AT AM PM EN EER ��'' - A ' h ' mil 1 P A ARCH ECT CONTRACTOR F REPORT A. .R. TESTING LABORATORY, INC. P.O, BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO . r./ /1 / iI�' %L`/ .A • / '77 .Z /? g r J /1--L► r7 / 617 &Aga, r ATTN• /10,c5 �/,2-w7 Igo RId P. 41Aris n, 1.� A-ra 1 S&I 2)ec4 -'o roi Proper'i e. -1 j COPIES TO' 174 kw 10, PREVIOUS REPORT No. N0 +1742 DATE 0 9i - 774 1 e7/ ei) s LOCATION .►� / / 30 aS ✓ .: 4th S. BLDG. PE (/f Ny O. OWNER WEATHER TEMP AT AT AM PM ENG EER �4 1 , -0Al ARCHITECT //° CONTRACTOR V FIELDRI A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: ATTN: 72 4-74-7rw,;1 /g7 - 70/g S7 C7?4,rl a-1 G -7i .r 7r /O-C,f/ S 7c d/- 0,41 7 O ' - / - ✓, UPS 7 /U Sr .a ,g10 z PREVIOUS REPORT No. No 1746 INSPECTOR:'`/ "a' 1 \ ,41 1 J C- COPIES TO pia k(.QI& D.ep . Nud ,/ FIELD REPORT LPN 14mL, )q 12eolcDroi Prtrelies SIGNED: zs - %l CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 5722., e - fi `l $- LS `1,Y5 ? s (s, Yia ✓ _ 'CDoc 12 -5 30(00 2 -4'4 -4 40 I da v 8`125 81Z ✓ c- a& ✓ 1?5°Ioo l iu$d .-___ _____ SEP 1 0 1991 FIELD TEST DATA TRUCK SAMPLED t a.L) , (al TRUCK TICKET NO. `jQGaa 9 oa . ;1 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR `7;05 7 _ ARCHITECT LPiv ) -,--h, fcc../-5 '5 p L e $', 05 Li 1 /.2 _— ... ---, sk '7 [/ DATE FILE NO. DESIGN WEIGHTS PROJE T �RIZ Wf) 13///9 44' ADJUSTED WEIGHTS LOCATION / 3Oas I,, 7 1 Gruf 6,i,1 PUG Si 1„/ 767 BLDG. - PER I MIT NO. el (Fa'1 OWNER FA. WEATHER 0Ueft,e4Sr TEMP AT AT AM PM ENGINEER Me, h a.4 7 / yv c/Sori De ARCHITECT LPiv ) -,--h, fcc../-5 CONTRACTOR 56 P- a BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS •k MOIST ADJUSTED WEIGHTS CEMENT 1„/ 767 FA. /44 C.A. De WATER a TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881-5812 FAX (206) 881 -5441 TO: C c 4 rci F (o j Grh G s PRODUCERS COPIES TO: r - w. o C,4-iLc IA) OP Q7 cG, ftk. .va cans J MIX NO. "7.6 (d CYLINDER REPORT ATTN: O 1 CONCRETE: 455eptrigamen a4f4 COMPRESSIVE STRENGTH CEMENT 7: 4 ' 1 _-2r AEA. DMIX L-4-4 say. C ACl2 DESIGN STRENGTH 3 WC) AREAS NOTES (0 '11G rc �C / �GL s phtz-cc/ y h (l t me SGI^GCGT , P L?N ' erak SC3- / Bec &rd cqe (4-t eS SIGNED: SEE FIELD REPORT NO. INSPECTOR. — CU. YARDS PLACED A.A.R_ , - T STING L • BOR�,TORY, INC. N° 4913 CR �/ DATE g -4 / - 91 FILE NO. g1, -774/ PROJECT 4•C Way CO V. 13) t F ADDRESS 3 n 2, r)4 1-ev Fl y t a -J OWNER . 15' BLDG. PERMIT NO. WEATHEri G / eu.{- TEMP ,. 2- A SI :040 F�hA j ENGINEER /' / 1?) G� AL L U(D s , a ARCHITECT 4/PA/ 4- VC4ri.c s CONTRACTOR 56-4 A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 (3,d pvore'J -i-45 ATTN: r3DJ gavt- 1 2 7 20 Ga )ewc y 9r. */07 5 w4. g968 TO: INSPECTION PERFORMED: ,'RESTEEL lir CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): W tl/ Panne Ls a1 REMARKS: FIELD REPORT PRIOR REPORT N2 5252 FR . C1 FOOTINGS O AUGER CAST PILING O SLAB WALLS Ti LT Up O COLUMNS O OTHER SUPPLIER (9 CC Gr i/ CONCRETE 0 GROUT 0 MORTAR MIX NUMBER SD 4 t LA/ DESIGN STRENGTH Yoop CYLINDER REP RT NUMBER NUMBER OF SAMPLES CAST 4-6- X12- SLUMP _ 5' Y AIR CONTENT TOTAL CU. YDS. PLACED 1 7S • 5 CONCRETE TEMP 6 1 ° TIME 7 ;56 / 9: `j ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. 18% YES 0 NO 0 SEE BELOW Date or Plan Number / G d ' INSPECTOR. "keel A.A.R. TESTING LA SIGNED. RATORY, INC. =' P 1 0 1991 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. a g & 8 a l - 3 7 2- 8 A )4 42 j ARCHITECT .Z.R,1/4/• 7l1 pc/700 I3_33O0 3000 '(3(2O .. Ge)/ - It4t) A SS 6 e_ 6570 TOTAL 6 , - 3 2- 171-100 ,l,. .:..•. „•-• _ .... ..... EP 1 Q1391 I_ .., 1:A' iNG I _..._.......,_________.... G __ FIELD TEST DATA TRUCK SAMPLED ,5 7 TRUCK TICKET NO. .../0/ 2-. TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR * 1/ 1 1) 3 ARCHITECT .Z.R,1/4/• 7l1 CONTRACTOR ._ S .. Ge)/ - It4t) A SS 6 e_ .7....5 TOTAL DATE FILE NO. y- 7 7K PROJECT (PoAp 2i.r-Azi 6' LOCATION / ?0. 8 ./7- 'RAII)74v6-' LS . BLDG. PERMIT NO. 4 0 / OWNER WEATHER C4661/,e/ / , i3o TEMP AT /6 AM 44° AT PM ENGINEER /V/ eg2412/) /7/1/ S it) ARCHITECT .Z.R,1/4/• 7l1 CONTRACTOR ._ S .. Ge)/ - It4t) A SS 6 e_ BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT , y7o FA. / , i3o C.A. WATER .7....5 TOTAL TO: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073-2523 DWBE CERTIFIED (206) 881-5812 FAX (206) 881-5441 ,pkoi3472 7-1F ATTN: /272-0 K- iJA 7:t ) 4 ,JA - Y / g PRODUCERS AEA. PLACEMENT AREA & NOTES MIX NO. .5 /7/ 0 CEMENT CU. YARDS PLACED _5 ADMIX er--e7 it- CAC12 % DESIGN STRENGTH 4 70 .. 2)6W 1 # z .2./A>z- .. em) (?)exix.91,- CONCRETE:./ CYLINDER REPORT COPIES TO: " TkA. \ 4- W1\ O., -- RI• la LV taryc., cc eo4cirok lo-cti P- I COMPRESSIVE STRENGTH INSPECTOR: SEE FIELD REPORT NO. c5 a CR N2 4349 A.A.R. TESTING B0 TORY, INC. —tor' SIGNED: IP' CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. I J � CP l.i% g--6 8-13 7 z a / �/ )C• 1 z ■ , 2_' - (� / /7� (V C.-� -/ �.' !322)O - 5Z 6/0e0 /-f/- 3CD IM:0_._........ 60 d 86Co- "/-3 B3Cp8 '/-3 -.8 1Z5(000 `_} ((.i.�_...._.. iSEP 1 01991 I I'i.i'. a.•ING�DEPT. FIELD TEST DATA TRUCK SAMPLED /0/ TRUCK TICKET NO. 9a6 `/d TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 7/VV 3% WATER , 2_' - 76" 60 d DATE 8 A -s/ FILE NO. ?/ » PROJECT ',44(), .'P % MOIST .,z 8 LOCATION /C3a�a ,i.. F3/9r° / ■S • BLDG. PERMIT NO. OWNER WEATHER 1- '7- TEMP AT 7'3 b AM ° AT PM ENGINEER J C.1n t .r7 ..Z.G2.5n ARCHITECT 2 )0N 4Albz CONTRACTOR , ..57 - 7 1 17 /-7 7/ (< /4_s4 • BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS ./7 % MOIST ADJUSTED WEIGHTS CEMENT FA. / 4/ vs CA. js- Q WATER , 2_' - TOTAL L� A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO CJ ',7 , ,3'277 6 r �� 02 C7 22P/ /l/r ,z /d 7 c54./51//G E/j�A �8/ 9 PRODUCERS AEA. ADMIX •D co/re CAC12 DESIGN STRENGTH 300 d PLACEMENT AREA 8 NOTES / :7ZJ 2 7Z f- , 5 /4 IA= ' ' ' C /) Cr INSPECTOR: COPIES TO: -- 7 - 1.tkWA \--P• MIX NO. v / ) CONCRETE: Cnc;W, ) CYLINDER REPORT 31d.'b RY LkcSar A.A.R. TESTING AB RATORY, INC. of-\ SIGNED; (0- COMPRESSIVE STRENGTH SEE FIELD R N 479,/q2._ REPORT NO. CR N_ - 4348 CEMENT _ .� - CU. YARDS PLACED ' g CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. a. ? - 7 -9 / 13- 7 6v /z WEATHe A2_80o 3/9O 4 Co 853 bo g -?...a 2.0 8 - 1/4 I 8- -z..6 26 1719 0470 HI n SEP 05 1931 CITY OF TUKWILA FIELD TEST DATA TRUCK SAMPLED IS TRUCK TICKET NO. pep0,, TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 7.K k- WEATHe TEMP fr o AT AT / Co ii bo ARCHITECT A / CONTRACTOR DATE 7 - 3 /-- 7/ FILE NO. Y! - 77 ' DESIGN , J % u • P - • ECT C 6 ,a)(7-- /7 CEMENT (�j- LOCATION 1 !: fir. ....I ' J . i t j S FA. BLDG. PE}���j bp OWNER WEATHe TEMP fr o AT AT / 0 AM PM ENEER /(/ ( 1 OO /44) S 94 ARCHITECT A / CONTRACTOR BATCH DATA FOR 1 CUBIC YARD DESIGN , J % u • ADJUSTED , .1 CEMENT (�j- FA. / vg0 WATER „2.1 TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 ATM: e,0 /F' y° 4 T /2 ?oZ. D a 017 fir.. ef / 57 TO: MIX NO. V ,? UU CONCRETE: CYLINDER REPORT 0G54-1t) COMPRESSIVE STRENGTH CEMENT PRODUCERS ����/�/jJ��J AEA. ADMIX.G.7.11. -O CAC12 DESIGN STRENGTH - are, e PLACEMENT AREA & NOTES B - -1/ j O AJ -r INSPECTOR: COPIES TO: I U,\=-1,01\ 0‘ 2 ; \k :E'.6 •CMC J �r c,\A SC -- gaa n VOYA � SIGNED: SEE FIELD REPORT NO. N_ 4402 CR / PLANNING DEP I . CU. YARDS PLACED A.A.R. TESTIN ABORATORY, INC. DATE S - a. — q FILE NO. 41 - 0 .- 3? PROJECT Q ti1 A ADDRESS I �o a8 rc s . A u Iy Li 0,- . c,. BLDG. PERMIT NO. e ° l 'a b I OWNER W THER tt n1- KA TEMP AT AM AT PM ENGIN ER T►c 0 7-11. \-1u15SO t■ ARCHITECT L I R kRCAN CONTRACTOR V 1C P 1 1. c Z s N QtiJ I I'`l1`S SS° _ TO: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 =2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 ATTN: J 3 e A k T INSPECTION PERFORMED: O RESTEEL O CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING O BOLTS O OTHER LOCATION(S): \ d C s, \ t o K SUPPLIER MIX NUMBER CYLINDER REPORT NUMBER SLUMP AIR CONTENT Ali @ 4 rt — rt. COPIES TO: — mesa a \A-q.Accrn, LPN 1 S C - pr y o►'� FIELD REPORT SIGNED: PRIOR REPORT N_ 6013 FR O FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS OTHER C R u `TR o d( ,\s/ ��A.SI s Qtz- ot1 c .� * oN-4 LC Airek1 ) 15 _nn_ f loc INSPEC A.A.R. TESTI O CONCRETE 0 GROUT O MORTAR DESIGN STRENGTH NUMBER OF SAMPLES CAST TOTAL CU. YDS. PLACED CONCRETE TEMP TIME ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. -- "It YES 0 NO 0 SEE BELOW Date or Plan Number REMARKS: S L o " M s C C I L ,a Z I•t 1 N \ WE II/EB SEP 05 1991 N a LABORATORY, 1 C . Ic VVSLA DATE g-28 — R1 c 1 1- 53 PROJECT GC, ry` G. Lt/ A LOCATION 1 3 Z D 3 - tfi vv 1 0•c -ti BLDG. PERMIT NO. (oOb, OWNER WEATHER P Ve vCa 5 "1 TEMP. /h am AT v AT Da PM ENGINEER 14 v 6 1 ARCHITECT P CONTRACTOR 5. G-, 14, TO: FIELD REPORT 4.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 ATTN: 6) ✓ Wa f' 5 cr 5 2. 7 Pr-$, 12 0 et,4 I 1 , vi 10 cea_tf lL (,V4/, gig1a53 5 5 2. 3 13 PREVIOUS REPORT No. N9. 2191 9 FIELD REPORT teS SIGNED: INSPECTOR: Wig DATE FILE NO. PROJECT p ./.....;2r G G)9L ag! ,o / ©G eS ADDRESS - ? , , , = . 2 R ?":" 4.3A a¢ vc `S OWNER B DG. PERMIT NO. ‘-‘:, / WEATHER ,/l�'�,Sd' TEMP AT AT AM PM ENGINEER // 1 choc2R ri/ap j ,0 AR c�'L�A/ CONTRACTOR 6 A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: 21> ,21S n�10,&2T / ATTN: 1.3 ,/E' r /a. 7010 6.97 ) y Deitie INSPE PERFORMED: RESTEEL CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): 7; /re/ / p /t/e- / S /' c SUPPLIER MIX NUMBER CYLINDER REPORT SLUMP ABOVE ITEMS WERE IN CONFORMANCE 0 YES 0 NO 0 SEE BELOW Date or Plan Number REMARKS' 1 e. /../ �-� e , i G s r / 5 s. ��co G lG�2 �6eT�L f1/ it/0 /? Ge, f,�� /. 2 / r� G ,d 2e.(.7c- de / IL .�? /a) AIR CONTENT COPIES TO: 1 -w io FIELD REPORT BUILDING DEPARTMENT APPROVED PLANS. INSPECTOR. A.A.R. TESTING SIGNED. PRIOR REPORT O FOOTINGS O AUGER CAST PILING O SLAB ALLS O COLUMNS O OTHER N2 5928 FR O CONCRETE 0 GROUT DESIGN STRENGTH NUMBER O MPLES CAST TO CU. YDS. PLACED CONCRETE TEMP TIME RTAR CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO, 881 • 8/f4i41 B -z, 1 01-ii 7 G ?(I 2 - eZ2 x) -Z _cl c) v Eskt 8619 9 -1 1 ZS . . , '{ . I AUG2 1991i FIELD TEST DATA TRUCK SAMPLED TRUCK TICKET NO. qi ( - TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIA i6 2 2z- DATE ev14 /q 1 FILE NO. 91 -774 CRP � BLLX PROJECT �� AT EV VAy LOCATION I&D zTE.RLi R. A I Et'IZOP i. BLDG. PERMIT d r. WEATHER l INNlY TEMP 6,0 AT AM ATI r:00 PM ENGINEER ' Ric+ - ► AQD 4-I u PSen J, ARCH CT L- N A 1cN 1 TaCTS CONTRACTOR SC-4 BATCH DATA FOR 1 CUBIC YARD L 4 s cP - team MEM WATER DESIGN pal ADJUSTED Ina - - ■ S AL OT AL cjOZ CYLINDER REPORT A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 . 81 ►,�I 881-5812 FAX (206) 881 -5441 TO: e 0 FMK. . cz T E S ATTN: Br3 +-1.4 R T 12.720 --- - ) \AMY :OR 410 PRODUCERS MIX NO. 4,534 V,V SEE FIELD REPORT NO. COMPRESSIVE STRENGTH 5(3z1 N_ 4602 CR 4 S ` CONCRETE: �.�C�E/ - �� c jj/ N CEMENT CU. YARDS PLACED 2.7 � �' AEA. ADMIX vY►'`t1 ^ 5' 6Z_ CAC12 % � - DESIGN STRENGTH. C "'-(Cot_ ` JJ PLACEMENT AREA & NOTES F ,t 1 NC. S C -R i �R ` 1 ' U M N , 1 'K �. 1 ` 2, I 1 A 2 - 8 ( N(s 7E c`y'an L2L_.. IN A 11-4E JA 15L9v D O U N D IT 'T'O (QAApLy rTry PLA, N _ 'ES. COPIES TO: LP s6 fr1 , fgeo&Po seal rbPer- f - I-05 SI - 76 -- a1 INSPECTOR: A.A.R. TESTING._ A INC. GNED' � CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 3`122, - s B-1S 7 L., xl - _' r (gO 3 ��GC00 Va. 877-3 ✓ °t---S e.,05- y 1/ CONTRACTOR 56 A- �- _ ti,- (6121-1 ✓ q' S & ✓ ✓ t t IMP26 991 I ; -. FIELD TEST DATA TRUCK SAMPLED I ) i (c).1 TRUCK TICKET NO. j pb, a 1 C ' 37 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR • '1;) 5 '7 - _' TEMP AT AT 5 IL '7 11° e.,05- y 1/ CONTRACTOR 56 A- �- _ sIe- 74/ DATE FILE NO. DESIGN WEIGHTS % MOIST T PROJ4 I L CW /LJ /3/, ark 9 CEMENT "20 LOCATION / 3 i Io farc, ,q Si FA. BLDG. PERMIT NO. OWNER CA. WEATHER CU&iro TEMP AT AT AM PM ENGINEER /:(16. / 6&' /sue, ARCHITECT 1 .... RA) A►-c. i„ fcC-6 CONTRACTOR 56 A- BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT "20 FA. 164L(5 CA. D C'5 WATER a . -S'5 TOTAL TO: ATTN: A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881-5812 FAX (206) 881 -5441 R6c -a rd Pro p a- -'ii 5 'Bob Ha.+-+ M'70.0 61& Of * 1 0 7 7GG� "k•L LOA c <ZI GG PRODUCERS AEA. PLACEMENT AREA & NOTES V MIX NO. GI' `>( t - YLINDER REP0k r CONCRETE: 04 CEMENT DMIX LeR A CAC1 (1,771Grc /ItLCc r. p . .r COMPRESSIVE STRENGTH COPIES TO: \. ScvA - ,eck'�corct oQ€r---, es SIGNED: 4111 -. I ? I SEE FIELD REPORT NO. Ni.). • 4913 CR INSPECTOR: CU, YARDS PLACED ( Q n .l 'l,c__ l . ~i DESIGN STRENGTH 5'4 rcrd. A.A.R. TESTING L BOR�TORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO, rr ( COC2 ?- -/ Zj 2 C�? - q /ZCX) -JZ )U 6 Ssc07 66 -3 z a FIELD TEST DATA TRUCK SAMPLED / 0/ TRUCK TICKET NO, 906 5'd TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 7170 3 % 6 76 66 TOTAL DATE S - A -5'/ FILE NO. /- 7 7Y PROJECT w (,PP � 1,P7 � 8 LOCATION A30_18 R17/9,0 ,4Ub S . ...7,,,n-6-p BLDG. PERMIT NO. 4lo7 OWNER WEATHER TEMP ):3 a AM 0 AT ENGINEER • M<' //-74/2D /41/15n .c7 ARCHITECT I ,P,1/ 4,P CONTRACTOR , .5 - / -2 1 - k/ 7 }/til/ svo e . BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT !/ FA. / y 1/3' CA. WATER / 2.3 - S --- TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: • .77_ i7 PC 7th - r ATTN: _ 2 /.z 72. v G'Ark gy .4e..wr:7- AO CI 7 78//g MIX NO. 5'v' / e) CYLINDER REPORT COMPRESSIVE STRENGTH PRODUCERS CONCRETE: (' c 3 ) -o AEA. ADMIX .5 (e�� rr CAC12 PLACEMENT AREA & NOTES / 2V 2 7?) 2-7" 5 A /41, _1-x A5 ..- ( 1 7 . CJ j 4f1 h-• COPIES TO: I4 •LIA a- .. 10tt .11 K,, TYkAa . }YN/ CEMENT INSPECTOR: SEE FIELD REPORT NO. ,4 Rr4 N_ 4348 CR CU. YARDS PLACED DESIGN STRENGTH ■ ?C)O A.A. ES TI�AB9RATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. EIS 0-' 1 7 l x 47- / I y Pcnoo 3000 WATER 6"70 3 2.8 FIELD TEST DATA TRUCK SAMPLED 372--/ 7 TRUCK TICKET NO. �/0 / 2-. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR CA. / I y WATER _7 TOTAL DATE - ^/ FILE N/ - Y PROJECT 547Z- Ar (7) ,rte, -,BOG' 8 ✓RA70 1q116 5 OWNER LOCATION /`30, 8 T'i (1 BLDG. PERMIT NO. loo/ WEATHER e/ex.i 7 TEMP / AT 9'. Y3 AM 4 D AT PM ENGINEER /�/e/754 Qf) /74 t'a it) ARCHITECT G my• ,e/N CONTRACTOR .5-7'&Pllr- )/ » ) ASS 0 BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT y7D FA. / y3 O CA. / I y WATER _7 TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: 7 ,4 RRDf 7 ATTN: L / Tlg,g7 /2 7,2- K ) /7/2. /o] PRODUCERS AEA. ADMIX PLACEMENT AREA NOTES COPIES TO: lU,k. W1 MIX NO. .3 /7/ CONCRETE: YLINDER REPOR COMPRESSIVE STRENGTH LV N ) eo -a\-ol lil SIGNED: SEE FIELD REPORT NO. . - 88 Z A.A.R. TESTING C N2 - 4349 CEMENT CU. YARDS PLACED c.5 CAC12 % DESIGN STRENGTH 300 0 4 To Re 7? - & Ai / g 2 2.i. i_-= _S �iCi C BO j TORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. Z - z (.e 7 /0 - 7 -7_5 7' 6, /a- 0 20,0 8S 'J 0to „6 `17.01, ..3 B- is ZS /7_6100 6 (2 0 - 1 -762 5 8 28 12.&/2_00 3q o FIELD TEST DATA TRUCK SAMPLED /6 TRUCK TICKET NO. is3 0.575 - TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 8( 6 , / I , 0 20,0 „6 66 ..3 TOTAL DATE, /L.f,1-y /99/ FILE NO. 9/ -53 PROJECT AATEWA 4k, 9 LOCATION ,J /3 S . 46 v BLDG. PERMIT NO. 64 e5/ OWNER W ' THER / G�4 1....1)y TEMP o AT $;bb AM .cg AT PM ENGINEER , * 9Qt 4441) 50A) ARCHITECT CONTRACTOR $�P/1E. 6G41/A e" 11- BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 4/f FA. /5446 C.A. 0 20,0 WATER • 2,55 TOTAL /A7 6,97 Dif 7 7 5tr7ZE IA/A. 96/4.0 MIX NO. .5 CONCRETE: PRODUCERS AEA. PLACEMENT AREA & NOTES CC. LINGER REPOR C A.A.R. TESTING LABORATOR?'( : ' /i P.O. BOX 2523 ! t I/ i r.i1 REDMOND, WA 98073 -2523. �� UG 0 _ ./ DWBE CERTIFIED! 'a j 199 (206) 881 -5812 FAX (206):881-5441 TO: $�1�PD�c?1D f ,2ti/ %'?1E� ' ' t t �; ATTN: 5 / �' 4zT .3 r; 1:7 D- COMPRESSIVE STRENGTH COPIES TO:16 V. U.tt(ok cnit>l5 ` � .Q� � Tk / R. 4UC1C 1 L (r �SsK} 13�c� -F0 ? c 9Qv Ir✓S SIGNED -a ce SEE FIELD ' / REPORT NO. J e4/ /DA 7 j9, /,COS -i/ $?PPi P ,4 /L �4he, 4/) G�iIJL i.'E�t/T5_ N2 4444 CR CU. YARDS PLACED A go e / / g / DESIGN STRENGTH - d GeAn! CEMENT a r iZ ADMIX L.oRA CAC12 % eo,,Je e7E• /q. .r i / �,>eie) / INSPECTOR: A.A.R. ST ► ; AB. ffATORY, INC. I. � • DATE / 8 14 /mo FILE NO. fl -774 8 PROJ ECT C.d s4LA�1�1.4� ADD RESS I o2A Z t4 4 BLDG. PERMIT NO. OWNER WEATHER Su NI N Y TEMP 6,0 AT I (:O0AM AT PM ENGINEER 11C.1.-{A RD 44 uDSCD1y1 ARCHITECT LPM A lz I TET CONTRACTOR -- =f4 TO: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 �►�'/ w' •or • r INSPECTION PERFORMED: ( FIELD REPORT . ATTN: a 4-4A RT 12720 C-- TEWA 1 zl \c * " 107 SEATTLE WA 98 tc-A RESTEEL 01 CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): F' 1 �� S P # 1 (cLZJ/i N V2-7, K1.2/, SUPPLIER MIX NUMBER 44) Y CYLINDER REPORT NUMBER 46O`z. SLUM P ' ( /`L. AIR CONTENT PRIOR REPORT 5564 64 N2 5021 FR Dif FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH 2.7291 NUMBER OF SAMPLES CAST X I'2. TOTAL CU. YDS. PLACED CONCRETE TEMP $' a TIME I 1 on4An ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. g YES ONO Date or Plan Number REMARKS' -- ■r ;! -I Fa RC e E N E_ COPIES TO: ft uit ck 314(15 :1)4.16 1\urt,Sc LPN Pt rc\ C- INSPECTOR• A.A.R. TES ING SIGNED =ORA RY, INC. J LcC AT I c7N 7 A Ni t7 Fc u N 0 IT Tn CC,M"p Ly w_ I T 2LAI.1S CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 July 17, 1991 Barghausen Consulting Engineers, Inc. 18215 72nd Ave. South Kent, WA 98032 Att: Erin L. Bogdan Engineering Oppice Assistant Ref: Gateway Corporate Center Sanitary Sewer Main Revision Dear. Erin, !'HONE II (206) 433.1800 Fig- 9/ a 60 � The Public Works Department has reviewed and approved your revision to the sanitary sewer main as redlined on sheet C -3 of the Sanitary Sewer & Waterline Extension Plan. Plan enclosed. Please note the existing sanitary sewer manhole that you will be connecting to is under the jurisdiction of Metro. Please contact Mr. Ed Cox of Metro Facility Program Management Division at 684 -1292 to secure any permits that may be needed. If you should have any questions please no not hesitate to call me at 433 -0179. Sincerely, "Wu tvi,„ Greg Villanueva Utilities Inspector xc: Phil Fraser, Senior Engineer Permit Coordinator Development File: Gateway Corporate Center Read File Cary L. VanDusen, Mayor RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 SCALE 1"% 611 C.>is.,1 I ` F 1 Cal I I I „1 .• i • • 1 ; ' • ' . I ' • ; 1. , ... .. ... ..PZe, E,Ln .. (.C.-!. 3 1 P.Eg. 1. VI e4k19. I. +. 36 feey.1sE .., .k,60idi 7-511 • i 1 i , ; ... rAcrt-i/Are i 4.0k,f, 4h.ale 1 ! , W 10 DoSN r= i i 1 , . , i I 1 1.. I . .... 1 i 1 BeNDL q.Viitil 1 oqtat 1 , ••••1- - •'• , 1 , i . ,.•• ••, ... -4-x--.---------------n-----i.- $ • , • . ••••• 1.. . .............. • 1 ! , . .I.. i.. I i } i ..F. \ 1 , LOT E01; 211 .J 1 .6•• i 1 .. •i •••' .1 .. I 1 LP A teats i : - -I . • ... - .1 1.• •1• JOBS/Et Ft■421) &LI? t..st 4u-• SHEET NO CALCULATED BY C...A141 CHECKED BY 71, 4,1411 711$ 1 !-- . i . ! A NW \ -oitT .01..:M\.}..... .... i....„. . .. . . 1 ... !.!—!'-' ----. - - .10 V QI\I , ..:,,...,.... 1 6c. , Ik., .,... ; .„.. i . . ,,,■: . \..) I I !• 1 .,..i....... ‘ ■ 1 • i• 1119 er e t'• .. • . OF DATE DATE i 1 I! i to osbiliitiv! b • Wi • [ . :* arnes&Moo 1"@ i fugiam WI FEB 41991 LPN Architects & Planners Kaiser Development Company 300 Lakeside Drive Oakland, California 94643 Attention: Mr. Gerald L. Kirkpatrick Division Engineering Manager Gentlemen: March 19, 1985 We transmit herewith our "Report of Geotechnical Investigation, Proposed 37 -Acre Development, Tukwila, Washington," for the Kaiser Development Company. The planned scope of our services for this project was outlined in our proposal of January 16, 1985 and proposal addendum of January 24, 1985. The investigation was authorized by your Professional Services Contract No. BPN -8506 dated January 30, 1985. Prior to the investigation an assessment of potential site develop- ment feasibility was provided in our January 10, 1985 letter. Prelim- inary verbal recommenations have been provided to Mr. Kirkpatrick and Mr. Lynn Takeuchi of MacKenzie /Saito Engineering, Inc. during the course of our investigation. These are confirmed and expanded in this report. We appreciate the opportunity to conduct this investigation and look forward to assisting you during subsequent phases of the project. We are available to provide further consultation or to answer any questions regarding the information and recommendations presented in this report. JL :JBH:emw 5 copies submitted cc: MacKenzie /Saito Engineering, Inc. Attention: Mr. Lynn Takeuchi (2) Yours very truly, DAMES & MOORE By Joseph Lamont; Jr. Senior Partner A .. f EARTH SCIENCES Gentlemen: DAN 11011 ES & M0 CIiRE CONSULTING ENGIN IN THE APPLIED EARTH SCIENCES 1800 WESTLAKE AVENUE NORTH • SEATTLE,WASHINGTON 98109 • (206) 284 -8180 PARTNER: JOSEPH LAMONT, JR. ASSOCIATE: DONALD E. NELSON • ROGER A.LOWE March 27, 1968 Los Angeles- Seattle Motor Express, Inc. 3200 Sixth Avenue South Seattle, Washington 98104 Attention: Mr. W. W. Churchill We submit herewith three copies of our "Report of Soils Investi- gation, Proposed Freight Terminal, Tukwila, Washington," for Los Angeles - Seattle Motor Express, Inc. The scope of our work was originally planned in discussions with Mr. W. W. Churchill, and our proposal was submitted on June 29, 1967. It was intended that the feasibility of supporting the planned structures using shallow spread footings be established by visual examination of the samples and testing and engineering analyses for establishing design criteria• be deferred until purchase of the property could be negotiated. We concluded that it was feasible to use spread footings and summarized our work and conclusions in a progress report dated July 21, 1967. The purposes of this investigation, planned in discussions with Mr. W. W. Churchill and Mr. J. Y. Long, your engineer, are to develop final recommendations for site preparation and criteria for foundation design. Our proposal, dated February 8, 1968, was authorized on February 20, 1968. We appreciate the opportunity of serving you on this project. If you have any questions concerning our findings or recommendations, please call us. Yours very truly, DAMES & MOORE By C.•�' . ? ?9-elf- RAL- PRW :jm Ro A. Lowe CAeLCADCRCSSIDAMENORC ATLANTA NEW YORK CNICAOO PO HONOLULU SAO L•AC CITY HOUSTON SAN IRANCISCO LOS ANGELES SEATTL DENVER WASwINOTON,0 C MAOGID.SPAIN TCw.A4, IPAN NALIEA. •Dc :1'0 SAINT JO'N.NCW SR6;4$WICK REPORT OF SOILS INVESTIGATION PROPOSED FREIGHT TERMINAL TUKWILA, WASHINGTON for LOS ANGELES- SEATTLE MOTOR EXPRESS, INC. INTRODUCTION • This report presents the results of our soils investigation for the proposed freight terminal in Tukwila, Washington, for Los Angeles - Seattle Motor Express, Inc. The site is about 25 acres in size. It is a portion of the former Codiga Estate and is located north of the intersection of Interurban Avenue and 48th Avenue South, as shown on the Plot Plan, Plate 1. The proposed construction consists of a truck terminal approxi- mately 100 by 800 feet in size, a general office building approximately 250 by 200 feet in size, and a shop building roughly 400 by 100 feet in size. The terminal building will be on a dock - height fill about four feet above final site grades. Service pits in the shop will extend about five feet below final site grades. Building loads have not been finally determined; however, your design engineer, J. Y. Long S. Associates, Inc., indicate that wall loads will be two to three kips per lineal foot in the truck terminal. No load information is available in the other buildings. The site grade in the terminal area will be approximately Elevation 17, about Elevation 15 in the shop area, and has been tentatively set at Elevation 13 in the vicinity of the office building. We performed a preliminary investigation of the site in July, 1967. Based on visual evaluation of the samples and our experience in the • area we concluded that support of the proposed structures with shallow O4P4M1138 & MOOAt18 -2- spread footings was feasible after surcharging to precompress building areas prior to construction. Testing of samples and analysis to develop • final recommendations were to be delayed until after purchase of the property was completed. Because of purchasing complications, our final investigation and filling and surcharging could not begin as far in advance of the construc- tion as originally planned. To speed development filling of the building site was begun in early January, 1968, based on the general recommendations contained in our progress report. We understand that sand fill will be used exclusively. As of March 12, 1968, the surcharge fill has been completed in the office area and was almost complete in the terminal area. Fill placement had not started in the shop area. Settlement plates have been placed in the building areas and are being observed to determine the magnitude and rate of settlement. The purposes of this investigation are to evaluate the subsurface soil conditions and soil properties and to provide final recommendations for site preparation and surcharging and criteria for foundation design. The scope of our work includes: 1) Estimates of building and yard area settlement. 2) Estimates of the required surcharge duration. 3) Recommended foundation design criteria. 4) Recommended pavement thickness requirements. 5) Recommended site preparation and grading requirements and evaluation of potential construction problems. SITE CONDITIONS Prior to the start of construction the major portion of the site • OAMes C MOOR@ -3- was pasture land. A portion in the truck terminal building area was used for truck gardening. There were three or four wood frame houses in the northeast section which have now been removed. The site is adjacent to the Duwamish River and is in a narrow section of the river valley. The site is within the river overflow area and has been flooded occasionally in recent years. Dikes have been con- structed by the Corps of Engineers next to the river. The site grade is highest near the river and generally slopes downward toward Interurban Avenue. There is a "ridge" a few feet higher than the adjoining areas near the river at the northeast end of the terminal building location. FIELD EXPLORATION AND LABORATORY TESTING To explore subsurface conditions, we drilled 6 borings and excavated 20 test pits at the locations shown on the Plot Plan, Plate 1. The borings were drilled to depths of 45 to 96 feet, and the test pits were excavated to depths of 9 to 13 feet below the existing ground surface. The borings and Test Pits 1 through 12 were made in July, 1967, and Test Pits 13 through 20 were excavated recently to obtain fresh samples for testing and to consider revisions in building locations. Selected samples were tested in our laboratory to evaluate soil properties. A detailed descrip- tion of the field explorations and laboratory testing, the log of Test Pits 13 through 20, and the test results are presented in the Appendix. The log of the borings and Test Pits 1 to 12 were presented in our progress report. Subsurface conditions near the surface vary significantly across the terminal building site. At the "ridge" near the northeast end of the terminal building location, Test Pits 12 and 17 encountered sand at the OAMIes a moons -4- surface. Elsewhere, the sand is covered with clayey and sandy silt, a foot or so thick near the "ridge" area increasing to about eight feet thick northeast and southwest of the "ridge." In the shop area, the shallow subsurface conditions are fairly uniform. There is four to six feet of silt underlain by sand. In the office building area, there is three to six feet of silt with organic matter underlain by two to six feet of organic silt containing pockets and lenses of peat which in turn is underlain by sand. In general, the silty soils are relatively dry and firm at the surface. They become moist below the surface and softer and would be soft when wet. The compressibility of the silty soil varies, being moderately compressible in most areas and highly compressible where there is a high content of organic material, such as was found in Test Pits 1 and 2 in the office building area. The sand formation extends to depths of 50 to 70 feet. It is moderately loose to moderately dense and includes some layers of silty sand. This formation varies from slightly to moderately compressible. The sand is underlain by moderately compressible silty and clayey sediments, except in 1 boring where bedrock was encountered at a depth of 41 feet. Borings 1, 5, and 6 encountered bedrock at depths varying from 41 to 90 feet below ground surface. The remaining borings were terminated in dense marine sediments. Water level observations were made during our exploration in July, 1967,, and our exploration in February, 1968. In July, the water level was observed at approximately Elevation 3 or lower. During the recent field investigation, the water level was observed as high as OAM6S 6 MOOD -5- Elevation 7. This indicates a seasonal fluctuation in the ground water level of at least four feet. The elevation datum used in this report is that shown on the plan by Horton Dennis & Associates, surveyors. It appears to be equal to Mean Sea Level Datum, but this has not been confirmed by the surveyors. CONCLUSIONS AND RECOMMENDATIONS BUILDING SUPPORT General: Based on the results of our investigation and analyses, we recommend that the proposed structures be supported on shallow spread footings. The footings should be designed for an allowable soil bearing pressure of 1,500 pounds per square foot. This value applies to the total of all loads, including dead, live and seismic. It is a net pressure; the weight of the footings and backfill may be neglected. All footings should be founded 18 inches below the lowest adjacent grade and be a minimum of 14 inches in width. Shop: In the shop area, fill will be placed to about Elevation 15. The base of spread footings will be at or slightly above the natural soil. Assuming wall loads of 2,000 pounds per lineal foot and a bearing pressure of 1,500 pounds per square foot, we calculate settlement of 1 to 2 inches. Footing excavation will come close to the natural soil, which is subject to capillary rise of water and to pumping or partial liquefaction if disturbed. We recommend that the footing excavations be inspected and any soft or disturbed fill or natural soil be replaced with properly compacted fill. Where soft soil or fill is found, it should be excavated . to a depth of at least two feet below footing grade and to a distance of two feet outside the edge of the footing. The excavation should be oAM68 ti MOO lB -6- backfilled with clean, granular, coarse sand or gravel that will compact ' readily under wet conditions. The backfill should be compacted to at least 95 percent of the maximum density determined' by the Modified A.A.S.H.O. Compaction Test Procedure (Test Designation T -180). We recommend that the first lift of backfill be at least 18 inches thick. The thickness of the first lift should be adjusted based on behavior of the soils during construction. Some water will probably be encountered during excavation, but it should be possible to dewater excavations satisfactorily with sump pumps. The service pits in the shop area are expected to extend to about Elevation 10. The upper portion of these pits will be in sand fill, and the lower portion will be in the natural silty soils. The sand fill is • i expected to slump to a slope of about 1 to 1 during excavation, while the natural soil will stand in a nearly vertical cut. No permanent ground water is expected based on the water levels found in our test pits. However, the area is subject to flooding; and ground water levels would occasionally be essentially at the fill surface, which will result in uplift pressures on the service pits. . We recommend that a concrete flange be added at the lower edge of each pit so that the dead weight of backfill over the flange is sufficient to resist uplift. The submerged weight of backfill may be assumed to be 60 pounds per cubic foot. Alternatively, a section of floor could be reinforced and cast integral with the pit to obtain dead weight sufficient to resist uplift. Terminal Building: The greatest variation in bearing conditions will be encountered in the truck terminal. In the ridge near the east end, footings will rest on natural sandy material, while on the west end, footings will be underlain by as much as eight feet of moderately noomes a moose -7- compressible silt. Except near the ridge, the exterior footings will either be underlain by two or more feet of sand fill or will bottom on natural sand. There will be a transition area near the ridge where footings are underlain by silt. The limits of the transition areas should be set by a soil engineer at the time footing excavations are made. In the transition area, the fill and natural soil should be excavated and back - filled as recommended for any soft soil or fill found in the shop building footing excavations. The anticipated settlement of exterior footings constructed as recommended and with a minimum of two feet of compacted sand fill or natural sand beneath them is expected to range from zero at the ridge, varying to approximately one -half inch on the west end of the building. Office Building: In the office building area, both exterior and interior footings will bottom in the sand fill. The original grade varies from about +9.5 to +10.5. With assumed settlement of 6 inches, yard grade in the office area of Elevation 13, and footing depth of 18 inches, there should be 11/2 feet or more of fill beneath the footings. We understand that you must proceed with construction without delay for surcharging to minimize possible settlement damage. No analysis of settlement or surcharge requirements has been made, since we understand that you must proceed with construction without delay for surcharge. We believe that there is a risk of plaster cracking or sticking of doors due to differential settlement but not of major settlement damage. SITE FILL Because of the variation in thickness of the upper silt, settlement of the fill will vary from one location to another. Using average conditions OtMES F3 MOOR in the west portion of the truck terminal building, we anticipate that five to seven inches of settlement will occur under the surcharge load. In the -8- east portion, less than one inch of settlement is anticipated. In the shop area, three to five inches of settlement is anticipated '.under the full surcharge load. In the yard areas where subbase fill thickness exceeds one foot, we recommend leaving the organic topsoil in place. The root system tends to strengthen the upper crust and provide a working surface for construction equipment. Where the ground surface elevation is less than about two feet below design grade, stripping to allow at least one foot of fill for pavement support is recommended. All new fill material should be approved by the soil engineer prior to placement and should be placed in six -inch thick lifts and compacted to 95 percent of the maximum density determined by the Modified A.A.S.H.O. procedure. RETAINING WALL DESIGN The foundation walls in the terminal building will retain about four feet of granular fill. We recommend that these walls be designed to resist a lateral soil pressure equivalent to a hydrostatic pressure of 30 pounds per cubic foot and an additional pressure of 1/3 of the anticipated floor pressure of stored goods. PAVEMENT REQUIREMENTS Our of pavement thickness requirements are based upon the maximum highway loading of 18 kips per axle. We recommend at least one foot of compacted sand fill, seven inches of crushed rock base course, and DAMES C MOOR'S -9- three inches of asphaltic concrete paving. As an alternative, four inches of asphaltic concrete base could be substituted for the gravel base. Gravel base course should conform to the requirements for Class A gravel base as described in the Washington Highway Department Standard Specifications, Section 22. The upper 6 inches of fill should be compacted to a density of 95 percent of the maximum determined by the Modified A.A.S.H.O. compaction procedure, and then the base should be placed and similarly compacted. In our analysis, we estimated a CBR value of 10 for the sand fill. The fill and pavement thicknesses recommended are not very conservative for the subgrade soils on this site. Some failure and repair of pavements should be expected where the fill thickness is a minimum. The alternative would be to increase pavement thickness or strip more of the silty subgrade soil, which appears to be much more costly than the risk of having some failures that will require repair. SURCHARGE DURATION Ten settlement observation plates have been placed in the building areas in the locations shown on the Plot Plan, Plate 1. Readings are being taken periodically to determine the rate of settlement. When the rate of settlement has slowed sufficiently, the surcharge fill may be removed and building construction can begin. The settlement data obtained through March 18, 1968, indicate that fill settlement is proceeding rapidly. Our test results and the settlement data indicate that a surcharge duration of on the order of one or two months will be required. This is a shorter duration than estimated Datives a PAOrIge -10- • in our progress report of July 21, 1967. The actual duration required should be determined based on observation data. Respectfully submitted, DAMES & MOORE By March 27, 1968 Rog A. Lowe OAMBS B MOORS A -1 APPENDIX FIELD EXPLORATIONS AND LABORATORY TESTS " FIELD EXPLORATIONS The • field explorations were performed in two phases. The first ' consisted of drilling 6 borings with truck- mounted, cable -tool drilling equipment and by excavating Test Pits 1 through 12 with tractor- mounted backhoe equipment. The results of this exploration were used for the recommendations presented in our progress report of July 21, 1967. The samples were not used for laboratory tests. Purchasing of the property was delayed, and the samples deteriorated. The second phase consisted of excavating an additional eight test pits to consider revised building locations and to obtain fresh samples. The borings were 45 to 96 feet in depth, while the test pits ranged from 9 to 13 feet in depth. The boring and test pit locations are shown on the Plot Plan, Plate I. ,The field explorations were continuously observed by one of our soils engineers who examined and classified the soils encountered, selected II intervals for obtaining representative samples, and kept a log of the borings and test pits. The log of the borings and the first 12 test pits were presented in the progress report. The log of Test Pits 13 to 20 '1 is presented on Plate A -1. The soils were classified in accordance with the Unified Soil Classification System which is described on Plate A -2. Undisturbed samples were obtained from the test pits using a• sampler of the type illustrated on page A -3. The sampler was driven by a ' hand - operated hammer weighing 40 pounds. Water level observations are shown on the log of borings and teat pits. DAMNS a MOONS Direct shear tests were performed to evaluate the strength of the shallow subsurface soils. The tests were performed at a continuous rate of shearing deflection with the equipment and procedures described on page A -4. The results of the direct shear tests are presented in tabular form on Plate A -3. Three consolidation tests were performed on samples of the more compressible shallow soils to provide data for estimating settlements. The test procedure is described on page A -5. The results of the consolida- tion tests are presented on Plate A -4. Moisture and density determinations were made in conjunction with each of the tests and on additional samples for correlation with the samples tested. The results of the moisture and density determinations are presented adjacent to the appropriate sample notations to the left of the log of the teat pits on Plate A -1. A -2 RssaM88 8 MOORES • DRIVING OR PUSHING MECHANISM COUPLING WATER OUTLETS NOTCHES FOR ENGAGING FISHING TOOL. HEAD NOM 'MEAD EXTENSION CAN BE INTRODUCED BETWEEN • HEAD • AND • SPLIT BARREL SPLIT BARREL (TO OVAL OP COR! SAMPLE) BIT • A -3 NEOPRENE CASKET■ >� �R CHECK VALVES VALVE CAGE SPACE TO RECEIVE DISTURBED SOIL CORE.RETAINER RINGS OWE 0.0. BT I LONG) CORE.RETAININO DEVICE RETAINER RING RETAINER (INTERCHANOLAILE •ITN OTHER TYPES) SOIL SAMPLER TYPE U FOR SOILS DIFFICULT TO RETAIN IN SAMPLER U. S. PATENT NO. 2,318,062 SPLIT BARREL LOCKING RING SPLIT FERRULE THIN.WALL ED SAMPLING TUBE (INTERCNANGLARLE LENGTHS) ALTERNATE ATTACHMENTS • CORE.RETAINIHG DEVICE 112^1VdEil8 8 MOL)Bi6 ; A -4 METHOD OF PERFORMING DIRECT SHEAR AND FRICTION TESTS DIRECT SHEAR TESTS ARE PERFORMED TO DETERMINE THE SHEARING STRENGTHS OF SOILS. FRICTION TESTS ARE PERFORMED TO DETERMINE THE FRICTIONAL RE- SISTANCES BETWEEN SOILS AND VARIOUS OTHER MATE- RIALS SUCH AS WOOD, STEEL, OR CONCRETE. THE TESTS ARE PERFORMED IN THE LABORATORY TO SIMULATE ANTICIPATED FIELD CONDITIONS. EACH SAMPLE IS TESTED WITHIN THREE BRASS RINGS, . TWO AND ONE -HALF INCHES IN DIAMETER AND ONE INCH IN LENGTH. UNDISTURBED SAMPLES OF IN -PLACE SOILS ARE TESTED IN RINGS TAKEN FROM THE SAMPLING DEVICE IN WHICH THE SAMPLES WERE OBTAINED. LOOSE SAMPLES OF SOILS TO BE USED IN CON- STRUCTING EARTH FILLS ARE COMPACTED IN RINGS TO PREDETERMINED CONDITIONS AND TESTED. DIRECT SHEAR TESTING & RECORDING APPARATUS DIRECT SHEAR TESTS A THREE -INCH LENGTH OF THE SAMPLE IS TESTED IN DIRECT DOUBLE SHEAR. A CONSTANT PRES- SURE, APPROPRIATE TO THE CONDITIONS OF THE PROBLEM FOR WHICH THE TEST IS BEING PER- FORMED, IS APPLIED NORMAL TO THE ENDS OF THE SAMPLE THROUGH POROUS STONES. A SHEARING FAILURE OF THE SAMPLE IS CAUSED BY MOVING THE CENTER RING IN A DIRECTION PERPENDICULAR TO THE AXIS OF THE SAMPLE. TRANSVERSE MOVEMENT OF THE OUTER RINGS IS PREVENTED. THE SHEARING FAILURE MAY BE ACCOMPLISHED BY APPLYING TO THE CENTER RING EITHER A CONSTANT RATE OF LOAD, A CONSTANT RATE OF DEFLECTION, OR INCREMENTS OF LOAD OR DE- FLECTION. IN EACH CASE, THE SHEARING LOAD AND THE DEFLECTIONS IN BOTH THE AXIAL AND TRANSVERSE DIRECTIONS ARE RECORDED AND PLOTTED. THE SHEARING STRENGTH OF THE SOIL IS DETERMINED FROM THE RESULTING LOAD - DEFLECTION CURVES. FRICTION TESTS IN ORDER TO DETERMINE THE FRICTIONAL RESISTANCE BETWEEN SOIL AND THE SURFACES OF VARIOUS MATERIALS, THE CENTER RING OF SOIL IN THE DIRECT SHEAR TEST IS REPLACED BY A DISK OF THE MATERIAL TO BE TESTED. THE TEST IS THEN PERFORMED IN THE SAME MANNER AS THE DIRECT SHEAR TEST BY FORCING THE DISK OF MATERIAL FROM THE SOIL SURFACES. DAWN SS a FYOOR111 A -5 METHOD OF PERFORMING CONSOLIDATION TESTS CONSOLIDATION TESTS ARE PERFORMED TO EVALUATE THE VOLUME CHANGES OF SOILS SUBJECTED TO INCREASED LOADS. TIME - CONSOLIDATION AND PRESSURE- CONSOLIDATION CURVES MAY BE PLOT- TED FROM THE DATA OBTAINED IN THE TESTS. ENGINEERING ANALYSES BASED ON THESE CURVES PERMIT ESTIMATES TO BE MADE OF THE PROBABLE MAGNITUDE AND RATE OF SETTLEMENT OF THE TESTED SOILS UNDER APPLIED LOADS. EACH SAMPLE IS TESTED WITHIN BRASS RINGS TWO AND ONE - HALF INCHES IN DIAMETER AND ONE INCH IN LENGTH. UNDIS- TURBED SAMPLES OF IN -PLACE SOILS ARE TESTED IN RINGS TAKEN FROM THE SAMPLING DEVICE IN WHICH THE SAMPLES WERE OBTAINED. LOOSE SAMPLES OF SOILS TO BE USED IN CONSTRUCTING EARTH FILLS ARE COMPACTED IN RINGS TO PREDETERMINED CONDITIONS AND TESTED. IN TESTING, THE SAMPLE IS RIGIDLY CONFINED LATERALLY BY THE BRASS RING. AXIAL LOADS ARE TRANSMITTED TO THE CONSOLIDOMETER DEAD LOAD- PNEUMATIC ENDS OF THE SAMPLE BY POROUS DISKS. THE DISKS ALLOW DRAINAGE OF THE LOADED SAMPLE. THE AXIAL COMPRESSION OR EXPANSION OF THE SAMPLE IS MEASURED BY A MICROMETER DIAL INDICATOR AT APPROPRIATE TIME INTERVALS AFTER EACH LOAD INCREMENT IS APPLIED. EACH LOAD IS ORDINARILY TWICE THE PRECEDING LOAD. THE IN- CREMENTS ARE SELECTED TO OBTAIN CONSOLIDATION DATA REPRESENTING THE FIELD LOADING CONDITIONS FOR WHICH THE TEST IS BEING PERFORMED. EACH LOAD INCREMENT IS ALLOWED TO ACT OVER AN INTERVAL OF TIME DEPENDENT ON THE TYPE AND EXTENT OF THE SOIL IN THE FIELD. 1 0111141118 63 MOORS 15 10 15 10 15 10 5 0 2 0 1 10 0 4 - � 40.911 -79 36.67. -84 I ■ 4o.1% - 10.9 % -81 • ■ O 35,' - • • TEST PIT 13 ML ELEvATICA 13,3 SNCM. AND GRAY CLAYEY SILT WITH ROOTS IA UPPER PORTION (MEDIUM SOFT) OCCASIONAL LENSES OF SILTY FINE SAPID ,fWATER LEVEL 2-8 -68 SP DA GRAYDFINE)TO MEDIUM sAND TEST FIT LOMFLETLD 2 -8 -68 TEST PIT 14 ML ML SM 23. - ELEVATION 13.6 6ROwN M D GRAY CLAYEY SILT WITH ROOTS (MEDIUM SOFT) .RAY SILTY FINE SAND ( MEDIuM LOOSE) ` - DARK GRAY FINE TO MEDIUM SAND w11M OCCASIONAL LENSES OF SILTY FINE SAIG (MEGIuM DENSE) WATER LEVEL 2-8 -68 TEST PII COMPLETED 2 -8-68 TEST P IT 15 ELEVATION 13.3 RAY AND ERCwh CLAYEY SILT WITh ROOTS (MEDIUM SOFT) D IREDGRAYOF INE ) TO MEDIUM SAND IE GRAY AND BROWN SILTY FINE SAND (MEDIUM LOOSE) ARM GRAY FINE TO MEDIUM SAND MEDIUM DENSE) WATER LEVEL 2 -9-60 TEST PIT COMPLETED 2.9 -60 TEST PIT 16 ELEVATION 17.0 GRAY AND REDDISH BROWN CLAYEY SILT WITH ROOTS AND OCCASIONAL LENSES OF SILTY FINE SAND (MEDIUM SOFT) ALTERNATING 3" TO 6" LAVERS OF BROwh CLAYEY SANDY SILT AND GRAY SILTY FINE SAND (MEDIUM SOFT AND EGIUM LOOSE) GRAY FINE SAND (MEDIUM LOOSE) GRADES TO FINE TO MEDIUM SAPID (MEDIUM DENSE) `WATER LEVEL 2 -8-68 TEST PIT COMPLETED 2 -0.60 25 20 • !i!! 33.1x-77 / - IS ii 20.65 - • 10 5 15 10 16.45.-90 15 I0 37.61 15 S 15 10 5 0 37.0% -79 ■ • 29.3 % -92 I I LOG OF TEST PITS TEST PIT IT TEST PIT 18 I j; 11I ,p SP DARK GRAY FINE TO TEDIUM SAND WITH TRACE OF SILT (LOOSE) ML BROwh CLAYEY 511.1 WITH OCCASIONAL LENSES Of SILTY FINE SAND (MEDIUM SOFT) SP GRAY FINE SAND (MEDILM DENSE) ML SP ELEVATION 20.5 TEST PIT COMPLETED 2-9.68 ELEVATION 14.0 BROWNISH GRAY CLAYEY SILT WITH ROOTS (MEDIUM SOFT) BRO NNISM GRAY FINE SAND (LOOSE) BROWN AND GRAY SILTY CLAY (MEDIUM SOFT) GRAY FINE SANDY SILT (MEDIUM SOFT) WATER LEVEL 2-9-68 GRAY INTERBEDDED FINE SANG AIL SILTY FIN. SAND (IECIUM DENSE) TEST PIT COM.+IETED 2 -9 -68 TEST PIT 19 ELEVATION 12.9 BRCM. AND GRAY CLAYEY SILT wITh ROOTS (MEDIUM SOFT) GRAY FIN. SAND WITH OCCASIONAL LEASES OF SIllY FINE SAND (MEDIUM DENSE) WATER LEVEL 2 -9 -68 TEST PIT COMPLETED 2-9-68 TEST PIT 20 GRADES TO FINE TD MEDIUM SANG ELEVATION 12.0 Sfl0►N A10 GRAY CLAYEY SILT wI lM OCCASIONAL ROOTS (MEDIUM SUFI) BROWNISH GRAY INTERBEDDED 11hE SAND AND SANDY SILT (MEDIUM SOFT AND MEDIUM LOOSE) WATER LEVEL 2 -9 -68 DARK GRAY FINE TO MEDIUM sAND WITH LEASES OF SILTY FINE SAND (MEDIUM DENSE) TEST PIT COMPLETED 2.9-68 IDAM011>o B MOOR i • MAJOR DIVISIONS GRAPH SYMBOL LETTER SYMBOL TYPICAL DESCRIPTIONS COARSE GRAINED SOIL S YORE THAN SO h OF tat, I{ L4 . L TNAN NO 200 S:CVI SIZE GRAVEL AND GRAVELLY SOILS YORE THAN SO % a, coanst ,,,,, TION RETAINED '•' • : CLEAN GRAVELS •!f 10. (LITTLE ON NO •♦ • • • • GW •EL SAND GRADED YIIITURLS[Lf TTL No EINES PIPES) A1!!l ;.L l /.;,1/4 t'i!I ., ! GP POORLY • GRAOtO GRAVELS, GRAVEL• SAND MiXTURCS, LITTLE OR NO IMES Aii � ], . •1: /! � • *' M ` * h GRAVELS WITH FINES .' • 9.r *1 IAP►RCCI AYOVN A e_ N 4.11 / G. M SILTY GRAVELS, GRAYCL • SAND. SILT MIXTURES OF FINEST Prop t •� • 0 . YA G /� C CLAYEY GRAVELS, GRAVEL•fAND• CLAY MI *TUR(S ON NO 4 SIEVE SAND AND SANDY SOILS MORE THAN 50% OF COARSE /RAC• TION PASSIN(1 CLEAN SAND ILITTLC OR NO • 5W •ELL • GRADED SANDS, GRAVELLY. SANDS, LITTLE On NO nwtf .T FINES Yi! ?!i L•i1.ii3 °: ? {! !' ?i ?�iiil'' ?�i::I•:�i: .. SP POORLY • a•ADrD SANDS, ORAVCLLT SANDS, LITTLE OR NO FINES filli , 1y I,J! ' SANDS WITH FINES I '`! 0 N (NPPRICIAISLL AMOUNT II,t1Fq, � k•al SM SILTY SANDS, SAND•SILT YINTURE{ Or PINES) • . s .:•: .•�Y•• • �� , /.• ' I'; • SC CLAYEY SANDS, SANO•CLAV YIRTURES NO 4 SIEVE FINE GRAINED . SOILS MORE THAN SO % OF MATERIAL IS SMALL [II THAN NO SILTS AND CLAYS 111 �I T Illl�ll ; !' 1 1 �Itlll11.l1I ML INORGANIC SILTS AND VERY PINE SANDS, ROCK FLOUR, SILTY OH CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY ! LIOUID LIMIT , .,! . (,(,} THAN 50 ;, � .: /• ;• t,'• Cl� INORGANIC CLAYS or LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY CL •YS, SILTY CLAYS, LEAN CLAYS l i i iii i i i I � I ; I 1 I !III' ! I � 1 ■ „„ OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY SILTS AND CLAYS i� 1 l Il . e11 I 1iII u • Il II! I�I!11 1 .:III : MH INORGANIC SILTS, ANCACCOVS ON DI FINE WO OR SILTY SOILS 1 % ~ LIQUID LIMIT Y %i s j ' Hum THAN SO ,. �•� �;; l';,'• ; /;/; ,�,i ; CH INORGANIC CLAYS OF HIGH ICITY, EAT CLAYS 700 SIEVE SIZE OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTIC T1, OA OINK SILTS HIGHLY ORGANIC SOILS r?. 3:i r• ++ 1 PT PEAT, HUMUS, SOILS WITH HIGH ORGANIC CONTENTS = NOTE• DUAL SYMBOLS ARC USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS. SOIL CLASSIFICATION CHART UNIFIED SOIL CLASSIFICATION SYSTEM DAM/BS B MOOI Ile DI CHECKED BY v •• • BY _. .. . . GATE 3 a a a SUMMARY OF DIRECT SHEAR TEST DATA EVATION SOIL TYPE MOISTURE CONTENT % OF DRY WEIGHT DRY DENSITY LBS. /CU. FT. NORMAL PRESSURE LB' YIELD PT. SHEAR RENGTH i. /SQ. FT. CLAYEY ; J I L T ^i . S 76 Cr AtD(J)(J Cr. P') --a v CnNI 000,a000 CLAYE ;,I IT 3E.3 76 CLAYEY :, f .T 35. " ' 3 CLA YEY SILT 3',. 7 i9 CLAYEY b !LT a:-. 1 ^'' CLAYEY ;,t L 1 3.! . t 77 c (Ni 0 • r . CLAYS? SILT 37.0 79 DI CHECKED BY v •• • BY _. .. . . GATE 3 a a a SUMMARY OF DIRECT SHEAR TEST DATA ` , t0 0 0 `00 20V 40 0 A0 0' 41 0- Ap- I. ^ v p ,pv % • • ■` i \\ ` 1 . \ TEST FIT 15, ELEVATION 5.b \` I 10.3 1 i H \ '+ I TEST FIT Ia. ELEVATION ' • 1 ‘t \ \ 1 y I ' I j • • ` TEST FIT I5, ELEVATION `� • I 9.4 ., I 1 J j I i ' I I i I I I TEST PIT ELEVATION SOIL TYPE MOISTURE CONTENT DRY DENSITY IN LBS. /CU. FT. BEFORE AFTER .rsn nm• 0 oa CLAYEY SILT SILTY SAND . CLAYEY SILT 51.0 40.9 40.7 42.6 36.3 34.E 70 51 70 0 .02 0 4 .06 .08 2 0 Z.IC N W 0.12 Z Z z .14 0 16 J 0 N Z V ,I0 20 .2 .2 .2 .2 LOAD IN LBS. /SQ, FT. 0 CONSOLIDATION TEST DATA DAMUC i MOORi 4�It M lit Au•1 PLATE A-4 Los Atu e1aa- Seattle Motor Impress, Inc. 2200 Sixth Avenue South Seattle, Vrshington 98104 Attention: Mr. W. W. Churchill Gentlemen: 4697-003-0S Los Angelea•Seattle Motor Uproots SA, LA, GO, MPG July 21, 1961 Progress Psport Site and Foundation Investigation Proposed Freight Terminal 48th Avenue South and Interurban Avenue This report briefly summarises the results of our field investigation and our conclusions regarding fouodatiou support for the single -story office building, freight teroi.nel, sod shop proposed for construction on your site in Tukwila. Our field explorations consisted of six borings made with churn drill equipment to depths of 45 to 96 feet, and It test pits dug with a tractor mounted beckhos to depths of 9 tO 12 feet below the ground surfsce. The soils encountered in our explorations consisted of four to nine feet of silty, clayey, and organic soils with occasional layers of peat. At the surface, these soils are relatively dry and firm. They are moist below the surface and softer, and would be soft when vet. These soils are underlain by Qoderately dense sand and silty sand containing aaeeee organic material. The sand and silty sand extended to depths of S4 to T4 fest, and are underlain by moderately compressible silty and clayey sediments, except in one boring Nbcre bedrock was encountered at a depth of 48 feet. Saved on the soil conditions encountered in our exploration and our experience on similar sites, we believe that satisfactory foundation support for the planned buildings can be obtained without the use of piles. The soils, particularly the upper silty and clayey materials, would compress under your plated fill and building loads. A surcharge or "prsloading" program is recoee ended to empress the soils before building so that future sattleoents and differential settlements experienced by the planned construction will be within acceptable limits. The duration of the surcharge program can be minimised if relatively flexible construction, such as a Sutler -typo steel building, is used, or if tilt -up concrete panel construction with structural details that viii allow some flexibility is used. Strong rigid construction Los Ln oles- Acattta Motor itxpress,Incc. july 21, 1967 Page •2• using tilt -up eoxcrete panels or caster► .place concrete conatructiou designed to partially bridge soft areas would also be satisfactory. Brittle awsoairy• type construction is not recommended. Altrrnatively, satisfactory support could be obtained with driven piling, or by replacing this upper silty, clam and organic soils with prcpor1y compacted fill. These alternatives are morel costly and may sot significantly improve settlement behavior compared to a surcharge program. A surcharges load should be equal to or greater than the weight of fill, IMAM= warsbouse storage loads, and building Loads combined. Our importance on similar sites is that throe or four month's tiara is required to suitably compress the soils. Yowever, we recommend that settlerent markers be used to indicate vben a sufficient portion of the settlement has occurred. It appears that ieported till will be necessary to provide adequate support for surfacing end to raise site grades. This material could be used to construct the surcharge end then later reused as aerial fill to oinLaist costs. As outlined in our proposal to you of June 29, 1967, testing of samples obtained from the teat borings and the analysis to provide final rococco datioas will be performed after your decision on the acceptability of the site. If the site is acceptable for your purposes, please advise us so that we may ttnalies tba scope and cost estimate for our work. We =poet that e portion of our work should include discussions with your architect or design engineer so that our rscor.andatious are coordinstsd with your requirements. Please call us if you desire additional consultation or have any questions. *AL-03211 !a The faf►lloving plates are attached end conclude this sort: Plato 1 flats 2 Plats 3 Plate 4 Plate ,S Plate 6 Plat. 7 Plata Plate q Plot Plan Loy of Darieg 1 Log of Boring 2 Log of boring S Log of Boring 4 Log of Borings S and 6 Log of Test Pits 1 through 6 Log of Teat Pits 7 through 12 Classification Chart Tours wry truly, AAIILg I, idiCtitit ✓J +.D Ic.ef,� &pier A. Lows And Donald Z. Seinen PROPOSED i OFFICE, AREA ‘. PROP G ARAGE \ PROPOSED TERMINAL PLOT PLAN VICINITY MAP site plan vicinity map 1G 1O ILLtiATIUh Arse MI I.1 , ML bM.wh 1110 .ITi ot3..41to.0 PJ01b o AAU .1.1.Ah14. f1A11LR IMJJLnAIL.t IIM•') I ($JIa1LFL L..AUta IPJM U., 10 ✓ AMI•) Ii ' • I - r .w• w ••. :, �iLLu •L1f 11hL 9 SM . W . ?AIM .I1. vC•AaI•hAL 1MALLS 0► OM•AhIL • L .' MAITLM I".UL.A■LII LL .tI 1 SP aM✓wA AM. ...A? M.:iLLU 11M. •A'.0 o.In ..L::.1.I.4. .LAaL• .I +I1.1t I ski. JAIL Abu I iht 1✓ •••i.r• .wM! (L.v.L 1u 0C1.L..A1LL' L..aL) BORING I • SW �• .A1u' It•tl 1.13.07 0 1. ■••w .. Al IA (..L.M .AAA .•A1 I I'.r. 1. L.ArJI JAI.i. I1..00A1L.1 Lv. L 1 4 •.:14rA1.L 1;.#0.61) 1...0...4 I. ..10r..1 LOG OF BORINGS SPA' OH Sc .Ar• me.? •l.11 I...L #J'1) 1YJ001A1L41 ..Nr .Kw.. 1J ao.il IL.f r.16 4AI•✓ ailn 111A.L .I v..wA1. M11Lw JLACA ....Ahl. 41.11 1.4.A1 1. ...'L1 a.L1 1440Js4I1.0 1100 .wAI ‘,001.1 .111' 11AL 411, J.ILLJ Ah✓ .n.A ... •. IMww.'.I, ?LL.ALNIal 1A.....w'L4.Y C.0,141) aAA0014A. b W 104rul O1.M IAu 4w'IrL.Ti✓ /•.J■► KEY' 011.01A5 REQUIRED TO 0►IVE SA "PEER ]hE t00 WC(G$T:SOLOS., STPO•E• . ► IhCrU3. • INDICATES DEPTH AT w.ICM ul.DI TLRBLO SAMPLE WAS E*TRACTED. ashwiLATtw ji.r11. uI .AMr.I. w1.tAr1 •141 A✓ $41.414.MY. aA111111 4 MAIOSRIUi FAA ATM' • .1' ■ ■ h p AI }a SS SA ■ BORING 2 'SM ML f i.i .. . SP tL 12 ,3 LLL A11 oh ma. u•A1 AL onu.A ••T1LL4 :.IL1/ 1114 :.Aka •11r, LA? IA. UI W.U.A 111.1. INAAG (ruLl..A1Ll.1 LNUrL) (Lk1) ...At AND hLG1.Ii, e1.:Ah MO11LU. CLAYL/ :.I11 wlln W.LAa1JAAt ukLAAIL MA11LM 1 ^U1/1.04A11.L1 &.fl 1■ MwLkA1LL1 I ILM) 1111! Tnlh LA1Lk ,H bA•A U. A11.1 !MI. SAM. ,w At 9.1111 111L ;,AAL •11n 0.1.46.1117144. •uw AM/ W wAAIL Mi.11LA IIw.L) •AILk LL K L 7•I3 •6' LW. • Al LLAa1 : 11.11 .A GIAMI.1lh LAhA (.1.941 11AL Ito LOAha4 .).11.14 11.04,A1.11 I.kALL. f 1AL• Ito 11AL 1.1 11.1.114. .r.LL GwA• ukkt f IAL SAN. •Iln w.1. 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MATERIAL IS f MALL ER THAN NO 1rI,IlIIII � �t �l ��i i I 1 M � GANIC 111.71 AND VERT FINE INOR SANDS, SINE s awn S O N I CIA V CY SIL WI SLISHT PLASTICITY SILTS LIQUID LIMIT AND 1.111 THAN SD • CLAYS .. I (►!w L CLAYS OP LOW TO MEDIUM ALASTICIYT, ORAVEILY CLAYS. SANDY CLAYS, SILTY CLAYS, LEAN CLAYS I I i I I 1 I I ' 1 I ' I I 1 T E E T H j , E O�. O SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY e ' I I•�, •1 N•�^ I� M •iI'� II�' LS MH INDSOANIC LILTS, MICACEOUS ON DIATOMACEOUS VINE SANS ON SILTY SOILS SILTS • ' "• T"' LOUIS LIMIT AND 4REATCi THAN SO - Y " %'' CLAYS " CH INd10 AS CLAY{ Of HIGH PLASTICITY, /AT CLAYS too SIEVE SIZE ,, %;' OH OH ONOANIC CLAYS OP MEDIUM TO IRON PLASTICTY, OH OANIC NITS "'f E�- PT PEAT, HUMUS, S SOILS WITH N11H ORGANIC CONTENTS HIGHLY ORGANIC SOILS ��, �� NOTE DUAL ITNSOLS ARE USED 70 INDICATE SORDLNLINI SOIL CLASSIFICATIONS SOIL CLASSIFICATION CHART UNIFIED SOIL CLASSIFICATION SYSTEM tD 8 M CPO RIR PLATE 9 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 - 6160 ST SL ARO :; I .D.k.SI IN _ . CRITERIA - TA WItiIA... O RLE. DI.. COI i"� i CA LC.u!_/a Tlaw..$ ..ord.:._ i j I . PROPERTIES . . GAT wAY; . 0,otAs0RAT1O1N T.UK W I Lfl.,; ..WA I ; • 1 LEAsokt I POM sT .,- I 1 I.2-i...... 0_11.1F 1 ST , . s u IT.� ..... O3 .. . SATTLE I WA 99I0I.. UE . I98® Roo.F .o�AP . LcaA,Di, R Is ...etsF.�.._.... Ro. F 111 v . LEA. Ca •. 2 .. .PS. F ISM. _soNE .3 • T$1: . ._. Rcx..F _ pEIc,IJ. RI - A, 1 CoLu -IN .�?EsIGN ....c�.l. .. I i i LAiT E(tAL .DE s I ;(N . ... .... - L4... .1/((,L-L. 1pESIGN1 . i. ...W I.. -.wl FooT NC )E 161.1!. ..F =11- El I i. i , \ - 1 , ' \/ Q lklYsN:Ti\ - i i"tNi - . . 11 JOB BEfpF O PR() PERzTI ES - 64+e44449, t AT E WA.. Y (`.ENT E 12 CALCULATED BY CHECKED BY DATE SCALE .c.EN_TdR Ne -e n6 8 I /9/.9 DATE RICHARD HUDSON & ASSOCIATES, INC. 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V D ...c JOB R (4 pR,r) 3 ,-rtES SHEET NO OF CALCULATED BY 1 CHECKED BY DATE SCALE I, 5 , s (.5 18) V.1 _ 3 24 K 16).35 11; I(o .35 I3, . . _ 1 . . 8 . (i _ . . A5) ... . V. 1.5(3.24) 1 1$_ .�.._ AI 153 5 r. --� 5 . . .... ae4 ._. �. 64 s._ Cot 1_, ..2 _1N_ 94. 8 IN.. 44.5 _L DATE i /2 I/9 z ei 10- - -1: 0.1 OK__ RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206.324 -6160 JOB RE.17FrRI> PROP1✓RT1ES SHEET NO R 1 CALCULATED BY P H OF DATE It /9 CHECKED BY DATE SCALE . ti' -118.1 K. R1! .:50.9 S • . woL ... ...b _ 15 O a o) . ......040_. _. ,.490 K/'..... *Lt. i• .. ..0Z.5 0°)L'- 71.0 ...K/� 1 I w ; TL` � _ , 1.240 -Kt' � 1291,5 .. Kn. Cy. .ba.l? I Cz =29 ' 191. _..... 6i f ..(4) 49j ` .. V.a.....z-,. - ....18,0 1G - ... Au.ow.d,.r L .ti I ..= ..8"171 _..... M. =' _ ` "._. 13o.4 � K S L'.e4D _.. .. 0125._... .4, .S , Co. .x 2.4.._.._ . .__....s_ '''r D_. 2.. s_. 56.1 ,0 .I -- i ..... 16162i.0 .IN. _. . . . ..... . .._.. A R � D _. ». .`I .3 V %4z.1 1l.1 a _. S 648 5 a IN t ,4. 1. . 114 DL 1 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 S.. 4,0 25.4 Us Co 2`i - 149.4 IN 'q a ,I15z.3 INa , I I o-s I,1 IN BFI'► M USp x, 24 , .. ;599 .9 . I A._ . ...5........ "I "1`1 ..0.. IN 4 i ; t C y ; _ . S'I'1 . j 1 • * M � .S ti5coo; ° .Za S (p l. 4 I/.I.... ... . . Y d C 25.5 - 1.245 4 s 22.'1 A �. 1 9 V '= 1 7 9 .3. I., ._....._ R 1= o.D NN-4 2 / 3 , . 1 02 _ Eiji) - .. ...w.. -. N�._.. a. { ,.02.1 .. ,116 -� 1.24 IN C,aM.p.EK I i vy o15.4 .5 ' Lt t OZt. (Zs.5 .{ ! r...._lG It 1 ,.d�1.....K/ �_.... w TL. . ". . = _ 29. ' ...._.. .1 JOB AKfF(7RI7 PrzrW=.tZ SHEET NO 122. CALCULATED BY PH CHECKED BY DATE SCALE 1 - 1,15 0 (3s) oK' 9.= OF DATE 1/ 35 ....... .......... 1.2415 [18(6) .1,245 ( USE n AL o .W_..t� 1..4 ... I A N ....... ff .D IZ_ a .0126 (p`It )3 Z. RICHARD HUDSON & ASSOCIATES, INC. 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CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 JOB ROF()R'D PRQPE SHEET NO R CALCULATED BY PH CHECKED QY DATE OF DATE 1 46 / 9 I RICHARD HUDSON 8e ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 DRAG sTRuT. FoR2 OALLow (a .48 K ... • NO.. REOD. = . 6,48 Iti(p C01JNMCT \%..� . (,.3 29..11..2 JOB 135D5n12.t) PROPS RT 1 SS SHEET NO KR CALCULATED BY PH CHECKED BY DATE SCALE A F. , I I E.�... . . W4 I L1444 ..4, _.. 3 ,90 .(t 6,48..K -U se 59...4 NO RE4D_.. ._..f� E.q R .. I.. K ........... 24.4 us E_ 4. OF DATE I /a/.9 I ,.33). C .._ 2..... / HARD HUDSON & ASSOCIATES, INC. • • CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324.6160 .G?ILB/ *A. (1._ CoINN RE OD SHEET NO. 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DE ,P LATE WE.1-1.) .go ENS ION ge4 • JOB ,i1OF() PIZOk95.RTMS SHEET NO CALCULATED BY CHECKED BY DATE SCALE -• - • vc., =-4 ,ecp ff • • • • . „ i.- -X 4 a 71 e , (2 1E3) 4 .8 P 2. \I [ 155 44 t 4- R "tufo/4 - to l l (. a 10 S I , Co. 31. 59;29 +- - g 8 Pz_ tv .K.. 4 C‘ va 25 — ilo f4e.. 3 1 \ "'( (I L +._ .4) a U OF DATE V? I 1 CD . _ to" _ ^ .. RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 1 C91..12./eANL CoNNtg.T • C.1-1012,1) FO (Aka) - 43" 4 , p ALLOW a' 39 °C a..) i H Lro . CM1 1 tsi DOLI SHEAR i 33 , .seAciNe .. S6.9. 1 e. _ eve, .C1-1412.P._4rA"EL @ SHEAR. /./ALL WZA s - r'rzu - r 2.9.4 JOB 1 2 ).050R11) fkaPPRTIg-S SHEET NO R11 CALCULATED BY PH OF DATE VI 5/9 CHECKED BY DATE SCALE gto.- 1,33 fs. 1 S1 3 .7-. I i ! 1 1 ) 0 . 1 . ITALL0,9 ...... •• RICHARD HUDSON & ASSOCIATES, INC. JOB FDFOR D PRoPERTi CONSULTING ENGINEERS SHEET NO. 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' „ ''' ...... �- __ .-___ '- ...... -| �� m/ ----'--- ---'-----------'-------'--'----- - _��-~- ^r, ........—. ... |'' - \ �� '---�� .._. __...._-. 19L -- - . -~--^=~ ~--'- r ��— - _' - _ - — _ --. ____ _.C �_������` __ 2. � - --' --'-----'--- -- _____ --_ - .f . . p4 ` * ._ | - „SOLT_ -- _- 46 -- - | l�-' ...1.4 -_. -� -- ----' ----' z. _ ___ _ Al 0_ -_- --4£� ---- �-' ----- -- ___ _ -_' '--' -, _ -. _ -'— /� - '�� ' ' / � ' . . ^ ����� r.... ' . . Q���- . . / � _- -' — . - - I. | - - --+-_- -----� --� -- | - - '- � -_---- --�------ ---- - --[--� RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1800 inui AVENUE • SUITE 18 SEATTLE. WASHINGTON 98122 206'324'0160 JOB (3E0FnR.o PRoPE12.71S SHEET NO W a CALCULATED BY �H CHECKED BY DATE SCALE OF DATE \/1Q^9! aICI3ARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 CALCULATED BY PH DATE I/I o/9 I SEATTLE, WASHINGTON 98122 CHECKED BY DATE 206 - 324 -6160 SCALE '-3" . 'TENSION_.. TIE/ 'E, _..2. ROW,. .... @ _ ... n 1 GL.13 - SHEET NO. W 242(.0 ) 242(3 JOB DF( _2_ (9+). 6 • TE.I•1s1cN. 1 IE./SHEAl2 WA LI. h.Q -...= CQ 0() (, 15 ( 2- .ISQ. ... +_. .._.QS........ ;....__...... . . . . . . . . . t 4 ( 1 . ) . w :.i........- 2..__ = 142'.8 4 /s.. �.dc.... ...._. F' _ 1IpQO.. fi....,........j 1. _ ....... .... 1I,I4. S7 Z2 • A _., 9 . ..l 2 ,908 X1. -K PRcDP RTI = K/- .TO ..._.13�. - -..._G L OF 1(01(x . -T. Z NSF. _E ._ ._D.fjG RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 71 IWi _000.,11 JC) 800 PS £ .ct e . 13. CRIT. hs.v/ HEAR WALL 6R lb. . 1✓ II i 24.8 K a 9.0 K l 1 A NF M Or a ... 4.I, (ie ,. Yc v 51,1 -Y_ i , I. 5.. - I. IZ oK_ .8 (Ib JOB R RTI LS SHEET NO. NA/S CALCULATED BY PH CHECKED BY DATE SCALE 4c,. % _ t ..� ... -.. Ro _ Dl __...._, 0 (30).ZCO.= ..9,o._K VJAI.I..DL........ - re _. (.. .so, (2( 56 338 - rloowti ...oRe.�. -_m_ _.. Zo ...4_( .I_.2). 5. (IO)_ 3 ..��1 648,1....K.._..... . oK .002. (-■ 1 4).12 '= ., OR 6(2.) •. ?_ .K WI- 24.8 . lc I. lid _ .3.( aa . �1 4)0g2)_lo (Dye. ( 251.10 ; < z . = ... ..z - Io6.9 -K . - -- 4 . 1064i9 K ...: ; _ . USA ..MIN . SHEAR . .I .22 IN OF DATE 11 10/9 1 .3.. 6.134) 394, .251.6..K 'K NE:1_-__. RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 ..... 1.____ ..... . .___ u .5.t 4 S @ 14. ok. 1 i , I 1 1 sv . MAX s i'Ac 'NG. .--. a OK. 31 .0R. . . i l.li . ..4/ .6. .. a. A.4"......Pte .....,...A. Q ..w......,..L 14 Y.1..... _ s &Kt J.FOR. VLtXURE M . ti 0 La - 1 - 1 • . - . • 1 1 Z F =... .lo ML l< Li 4 TOO 1 ..LoAD K? 3900 p.c. „ .• =_. ec,Ocio I _ . rz T . zs • I C I ...te_.. '11 1/4 ,15 = . 13 11.1 0 JOB RR!) FO erl.r‘1 SHEET NO. CALCULATED BY e1-1 CHECKED BY DATE SCALE it 1 0-A L. IA "-- L V41 _ 4 K/ • fifk•ZIL , w 15 ..1=?S F_ S OF DATE 2. . Z 5. K_ RICHARD HUDSON & ASSOC. INC. CONSULTING ENGINEERS 1605 12th Ave. Suite 18 SEATTLE, WASHINGTON 98112 (206) 324 -6160 JOB: BEDFORD PROPERTIES Sheet no. w <;6 Calculated by Checked by Date: 8/20/90 **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * T I L T - U P W A L L D E S I G N * **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** these wall panels have been designed based on the TEST REPORT ON SLENDER WALLS published by the American Concrete Institute, Southern California Chapter and the Structural Engineers Association of Southern California. Fc = 3000. psi Fy = 60000. psi Actual Thickness = 7.250 in. Design Thickness = 7.250 in. Effective Height = 12.420 ft. Height of parapet = 1.250 ft. Tributary width = 2.000 ft. Roof dead load = 1888. Pounds per width b ( 24. in.) Roof live load = 3012. Pounds per width b ( 24. in.) W'•d load = .0 psf L, zone 3 Eccentricity = 4.0 in. Depth to steel = 6.130 in. * * * * * * * * * * * * * * * * * * * * * * * * * * ** * CRITICAL LOAD CASE = lA * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Minimum allowable steel area = .21 sq.in. / width b ( #4 & #5 bars) Minimum allowable steel area = .26 sq.in. / width b ( #6 bars & larger) Maximum allowable steel area = 2.36 sq.in. per width b Maximum allowable deflection = .99 in. Maximum allowable bar spacing = 18.00 in. CASE IA U = 1.4(D) + 1.7(L) M =P *e @ roof (No P* deflection) Moment under factored loads Mu = 2587.87 ft -lbs /width b Phi times nominal moment (PhiMn) = 6712.84 ft -lbs /width b As required = .209 sq.in. per width b 2 -# 4 As provided = .39 sq.in. 2 -# 5 As provided = .61 sq.in. CASE IB U = 1.4(D) + 1.7(L) M= 0.6 *P *e + P *deflection * it under factored loads Mu = 2221.49 ft -lbs /width b Phetimes moment (PhiMn) = 5704.61 ft -lbs /width b Deflection under service loads = .012 in. Moment under service loads = 985.94 ft -lbs /width b As required = .209 sq.in. per width b sH .Ag. 1JA L L (� IZID F RICHARD HUDSON & ASSOC. INC. CONSULTING ENGINEERS 1605 12th Ave. Suite 18 SEATTLE, WASHINGTON 98112 (206) 324 -6160 CASE II U = .75(1.4D + 1.7L + 1.87E) .0 % Live Load loment under factored loads Mu = 1712.17 ft -lbs /width b 'hi times nominal moment (PhiMn) = 2997.29 ft -lbs /width b deflection under service loads = .014 in. foment under service loads = 1157.08 ft -lbs /width b Ls required = .209 sq.in. per width b CASE III U = .75(1.4D + 1.7L + 1.7W) 50% Snow load loment under factored loads Mu = 1137.85 ft -lbs /width b 'hi times nominal moment (PhiMn) = 3135.77 ft -lbs /width b deflection under service loads = .008 in. loment under service loads = 681.92 ft -lbs /width b ►s required = .209 sq.in. per width b CASE IV U = .9D + 1.43(E) under factored loads Mu = 1643.82 ft -lbs /width b 'hi times nominal moment (PhiMn) = 2749.75 ft -lbs /width b )eflection under service loads = .014 in. foment under service loads = 1157.08 ft -lbs /width b Is required = .209 sq.in. per width b CASE V U = .9(D) + 1.3(W) loment under factored loads Mu = 531.99 ft -lbs /width b ?hi times nominal moment (PhiMn) = 1648.89 ft -lbs /width b )eflection under service loads = .004 in. Moment under service loads = 378.78 ft -lbs /width b 4s required = .209 sq.in. per width b JOB: BEDFORD PROPERTIES Sheet no. Vv( 1, Calculated by Checked by Date: 8/20/90 sH R WALL C. E.lP F , • RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 I k 2. h == • 1 2 ' IN ; 1 0o O 4 ' .4 4' 1 46. V-. 1.2 23..1 K a MAX SHEAR ALLOW JOB nE('Rip pe,r)P R p s, SHEET NO. OF CALCULATED BY P H CHECKED BY DATE SCALE 1.4 , „.89s1......3.,2. . 'I, t • l• -I- . I 1 —3,3. bl.. 1 . 1 ,...1 • 1 : d; ...... ..• i i ' I - • . ••1• • - N/L1 •-. •••••••12 -.1...= -...-.- 1 , , , 1 • ' -, • • • Mar 'OF"' DATE I /I C, I pe1/4 = to" 0020A 5 . 0020 (2.) 29 11.4 . _ . li c.,ultrAINS o STEEL # 4 e 12.!' k. fit FA CE • As 2 00 : 40 1 11.1 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 V�RT. SHeAR RE DE�IGf.I_ foR....F LEXUICE.. 12 IN 4.tI 6 i-_3 5 t _ tIAx.SeAt NG ...=. . .US E .._a.-- d.URTA INS .:OF. STEtL...... 1 I 1 I I ._...� 1 , A..4...... ..,..0015 (1262' _ •22 IN, ..I. ; , ....L....1 ; ..; 1.._..1 I... uss 4.5 @ .1z." . Q /c (S P, wzt) bci z F. _ ... too i.i 0q_1G 0 0.2.1. JOB .Br)'r r) Pf�Ol't =�TlzS SHEET NO. W CALCULATED BY PH CHECKED BY DATE SCALE 1.4. I K. 12(45) .... 16 o3 .€164 .=. ooF.1.. 1 List; 2 - a'i VA. ENO. • Z , 03 ... - . OF A =..1,20_ DATE I / I In /9 I h1 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 TR ..13 _ p 1z' LL e ; V.IA LUC 1 • - i • JOB SHEET NO WA A CALCULATED BY CHECKED BY DATE 4 1-F3 114 tele 1■N .RL I - rAR,Af%r H ; ,S2s " 10 ..19 • -• • R eAtsiEL 4 = 9 I-1.- PL. Gstoi_ s 1 . . . _ ...1 G. CA P'T 00 F 0 L , 014 (ici....$) ..... ..4 , ROOF. .LL z 00,5).4_ Pi3L• OPp•rz LL OF DATE I /a5/ I SCALE , S..— 1.10(0 3.30:1. I( 3 • 365. 1..050 6S.K.. RICHARD HUDSON & ASSOC. INC. CONSULTING ENGINEERS 1605 12th Ave. Suite 18 SEATTLE, WASHINGTON 98112 (206) 324 -6160 *************:** * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** * T I L T - U P W A L L D E S I G N * **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** These wall panels have been designed based on the TEST REPORT ON SLENDER WALLS published by the American Concrete Institute, Southern California Chapter and the Structural Engineers Association of Southern California. Fc = 3000. psi Fy = 60000. psi Actual Thickness = 12.000 in. Design Thickness = 12.000 in, Effective Height = 12.000 ft. Height of parapet = .000 ft. Tributary width = 1.000 ft. Roof dead load = 4207. Pounds Roof live load = 1916. Pounds W' d load = 15.5 psf U.....smic zone 3 Eccentricity = 10.5 in. Depth to steel = 10.190 in. Minimum Minimum Maximum Maximum Maximum per width b per width b JOB: BEDFORD PROPERTIES Sheet no. W A b Calculated by Checked by Date: 8/22/90 12. 12. * * * * * * * * * * * * * * * * * * * * * * * * * * ** * CRITICAL LOAD CASE = 1A * * * * * * * * * * * * * * * * * * * * * * * * * * * ** allowable steel area = .17 sq.in. / width b ( #4 allowable steel area = .22 sq.in. / width b ( #6 allowable steel area = 1.96 sq.in. per width b allowable deflection = .96 in. allowable bar spacing = 18.00 in. CASE IA U = 1.4(D) + 1.7(L) M =P *e @ roof (No P* deflection) Moment under factored loads Mu = 8003.63 ft -lbs /width b Phi times nominal moment (PhiMn) = 15123.09 ft -lbs /width b As required = .188 sq.in. per width b No. 4 @ 12 in. o.c. Equivalent As. _ .20 sq.in./ft. No. 5 @ 18 in. o.c. Equivalent As. = .20 sq.in./ft. CASE IB U = 1.4(D) + 1.7(L) M= 0.6 *P *e + P *deflection MI it under factored loads Mu = 5222.21 ft -lbs /width b Phi 'times nominal moment (PhiMn) = 12031.49 ft -lbs /width b Deflection under service loads = .015 in. Moment under service loads = 3223.60 ft -lbs /width b As required = .173 sq.in. per width b SHEAF. WALL N , . WALLS & #5 bars) bars & larger) RICHARD HUDSON & ASSOC. INC. CONSULTING ENGINEERS 1605 12th Ave. Suite 18 SEATTLE, WASHINGTON 98112 (206) 324-6160 CASE II U = .75(1.4D + 1.7L + 1.87E) .0 % Live Load foment under factored loads Mu = 3366.76 ft -lbs /width b hi times nominal moment (PhiMn) = 7047.11 ft -lbs /width b eflection under service loads = .014 in. oment under service loads = 2813.80 ft -lbs /width b s required = .173 sq.in. per width b CASE III U = .75(1.4D + 1.7L + 1.7W) 50% Snow load foment under factored loads Mu = 3572.56 ft -lbs /width b 'hi times nominal moment (PhiMn) = 8046.85 ft -lbs /width b ' eflection under service loads = .014 in. foment under service loads = 2997.87 ft -lbs /width b ,s required = .173 sq.in. per width b CASE IV U = .9D + 1.43(E) Ic.�at under factored loads Mu = 3021.11 ft -lbs /width b hi times nominal moment (PhiMn) = 6199.50 ft -lbs /width b reflection under service loads = .014 in. Foment under service loads. = 2813.80 ft -lbs /width b s required = .'173 sq.in. per width b CASE V U = .9(D) + 1.3(W) Foment under factored loads Mu = 2525.97 ft -lbs /width b 'hi times nominal moment (PhiMn) = 5712.41 ft -lbs /width b reflection under service loads = .012 in. foment under service loads = 2492.75 ft -lbs /width b is required = .173 sq.in. per width b JOB: BEDFORD PROPERTIES Sheet no. wP c Calculated by Checked by Date: 8/22/90 1 -I�Al2 WALL kJ J WA LLS Ti,ICH.ARD HUDSON 8e ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206- 324 -6160 's}li � ;v./ALLi GRIM F PIER 3 1 1 h =. Iz 1i.1- y. ' c r 1a . ao6o. pst f y 1` • l 00000 _� i 1 , 1. ! 1... _d Ax SNEAR ALLoW. � , I NORM .. s k t_Al2 . r2 P V SIZT .tDEsi ,N ... FL..XuRE IZ. �.= 2 _ -3 -.al hl . .1 ..; y = 2 ; .96 K .. I i : rJ CR;'r'.sECT.; e ra .. Z.. 1 1 1 i .i i I Iv JOB 2. D Fr7 P r ) P R P T I SHEET NO. W 8 OF CALCULATED BY PH DATE V?_ e/9 CHECKED BY DATE SCALE a ._''. / -3L.3 ' 4,z K 8s(41 .6 ( 2) .Tb .... 3 zz 11.1 USA -MI .. u.zE .fit. 4 _ 1. 0 ,.2).... K- tIFJF. _ .. . (r..g•E , vil) �J. 2 .$8_..IN ilLICHA.. RD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 " PA}A5.L. k5 PLAK1 ! ! ' I • • 1. 24'1" 1 C.C1 ea 0 I .. I .24iNti....s•.S,CO3r1, .8,9, io it 1 . .. F.:.f...k)ocs ....er 1.. - . -: ; — i • 1 I 1 , . F!y.=. Gooco .P4.... IN z -4' ...WO= 2+. !it.i. .. ..._... 1 „ , .. . . . ............ . ...61 1. la - S.11 P.1"...... R ' c • 2 = 9.0 K . (seE...„..P,...A.i) . m, Ax 1 • • ._. ! ....... w .. . 4po i K4...... ... .. .. fi 5 56 K.. .. . -•• wc4; ' - • - • •P kti -- - .5.444 < — - . 3. Qi ..4.. .. .. ... . de "Hs i 'z•-.. . , ... WIND t5,5 f'sF 1 • • •••• l• : • .... (i) .......w.6..! 12» IN . . ; . v . ... . .... • f R• Di- r • - .! K/.'i - -•cz a' LI '9 (1 • , to o V JOB _.FoRs> Rrips SHEET NO W. CALCULATED BY PH CHECKED BY DATE SCALE t OF DATE VI 4/9 RICHARD HUDSON & ASSOC. INC. CONSULTING ENGINEERS 1605 12th Ave. Suite 18 SEATTLE, WASHINGTON 98112 (206) 324 -6160 Fc = 3000. psi Fy = 60000. psi Actual Thickness = 6.250 in. Design Thickness = 5.500 in. Effective Height = 14.080 ft. Height of parapet = 3.170 ft. Tributary width = 3.670 ft. Roof dead load = 3556. Pounds per width b ( 24. in.) P - live load = 5444. Pounds per width b ( 24. in.) 1 .i load = 15.5 psf Seismic zone 3 Eccentricity = 7.6 in. Depth to steel = 3.690 in. * * * * * * * * * * * * * * * * * * * * * * * * * * ** * CRITICAL LOAD CASE = 1A * * * * * * * * * * * * * * * * * * * * * * * * * * * ** JOB: BEDFORD PROPERTIES Sheet no. Win Calculated by Checked by Date: 8�-/-90• **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * T I L T - U P W A L L D E S I G N * **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** hese wall panels have been designed based on the TEST REPORT QN SLENDER WALLS ublished by the American Concrete Institute, Southern California Chapter and he Structural Engineers Association of Southern California. inimum allowable steel area = .16 sq.in. / width b ( #4 & #5 bars) inimum allowable steel area = .20 sq.in. / width b ( #6 bars & larger) aximum allowable steel area = 1.42 sq.in. per width b aximum allowable deflection = 1.13 in. aximum allowable bar spacing = 16.50 in. CASE IA U = 1.4(D) + 1.7(L) M =P *e @ roof (No P* deflection) foment under factored loads Mu = 9049.94 ft -lbs /width b 'hi times nominal moment (PhiMn) = 12602.04 ft -lbs /width b ,s required = .666 sq.in. per width b 4 -# 4 As provided = .79 sq.in. 3 -# 5 As provided = .92 sq.in. CASE IB U = 1.4(D) + 1.7(L) M= 0.6 *P *e + P *deflection Io►aent under factored loads Mu = 8915.79 ft -lbs /width b 'hi times nominal moment (PhiMn) = 9322.54 ft -lbs /width b ) eflection under service loads = .122 in. foment under service loads = 3554.32 ft -lbs /width b ►s required = .384 sq.in. per width b f'Ai.4ELS 5-11 SECT I RICHARD HUDSON & ASSOC. INC. `-� CONSULTING ENGINEERS 1605 12th Ave. Suite 18 SEATTLE, WASHINGTON 98112 (206) 324 -6160 CASE II U = .75(1.4D + 1.7L + 1.87E) .0 % Live Load 7ment under factored loads Mu = 4749.04 ft -lbs /width b ii times nominal moment (PhiMn) = 5298.74 ft -lbs /width b ? flection under service loads = .103 in. )went under service loads = 2988.07 ft -lbs /width b 3 required = .235 sq.in. per width b CASE III U = .76(1.4D + 1.7L + 1.7W) 50% Snow load Dment under factored loads Mu = 6328.36 ft -lbs /width b hi times nominal moment (PhiMn) = 6940.92 ft -lbs /width b aflection under service loads = .134 in. Dment under service loads = 3907.16 ft -lbs /width b e required = .303 sq.in. per width b CASE IV U = .9D + 1.43(E) ,nt under factored loads Mu = 4417.51 ft -lbs /width b hi times nominal moment (PhiMn) = 4917.48 ft -lbs /width b eflection under service loads = .103 in. oment under service. loads = 2988.07 ft -lbs /width b s required = .223 sq.in. per width b CASE V U = .9(D) +.1.3(W) oment under factored loads Mu = 3982.14 ft -lbs /width b hi times nominal moment (PhiMn) = 4505.94 ft -lbs /width b eflection under service loads = .097 in. oment under service loads = 2817.30 ft -lbs /width b s required = .195 sq.in. per width b JOB: BEDFORD PROPERTIES Sheet no. v.l I t Calculated by Checked by Date: -&/ 5f80- PA IL& E. - t SC'T RICHARD HUDSON & ASSOC. INC. CONSULTING ENGINEERS 1605 12th Ave. Suite 18 SEATTLE, WASHINGTON 98112 (206) 324 -6160 Minimum allowable Minimum allowable Maximum allowable Maximum allowable Maximum allowable **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * T I L T - U P W A L L D E S I G N * **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** These wall panels have been designed based on the TEST REPORT ON SLENDER WALLS published by the American Concrete Institute, Southern California Chapter and the Structural Engineers Association of Southern California. Fc = 3000. psi Fy = 60000. psi Actual Thickness = 6.250 in. Design Thickness = 5.500 in. Effective Height = 14.080 ft. Height of parapet = 3,170 ft. Tributary width = 1.000 ft. Roof dead load = 60. Pounds F f live load = 100. Pounds load = 16.5 psf Seismic zone 3 Eccentricity = 7.6 in. Depth to steel = 3.690 in. * * * * * * * * * * * * * * * * * * * * * * * * * * ** * CRITICAL LOAD CASE = 1A * * * * * * * * * * * * * * * * * * * * * * * * * * * ** steel area = .08 sq.in. steel area = .10 sq.in. steel area = .71 sq.in. deflection = 1.13 in. bar spacing = 16.50 in. per width b ( 12. in.) per width b ( 12. in.) / width b ( #4 & #5 bars) / width b ( #6 bars & larger) per width b CASE IA U = 1.4(D) + 1.7(L) M =P *e @ roof (No P* deflection) Moment under factored loads Mu = 161,50 ft -lbs /width b Phi times nominal moment (PhiMn) = 526.85 ft -lbs /width b As required = .079 sq.in, per width b No. 4 @ 16 in. o.c. Equivalent As. = .15 sq.in. /ft. No. 5 @ 16 in. o.c. Equivalent As. _ .23 sq.in./ft. CASE IB U = 1.4(D) + 1.7(L) M= 0.6 *P *e + P *deflection Moment under factored loads Mu = 290.65 ft -lbs /width b Phi times nominal moment (PhiMn) = 463.03 ft -lbs /width b Deflection under service loads = .004 in. Moment under service loads = 61.37 ft -lbs /width b As required = .079 sq.in. per width b JOB: BEDFORD PROPERTIES Sheet no. W IL Calculated by Checked by Date: 489O- 4'/ t_.s S -i I SECT L RICHARD HUDSON & ASSOC. INC. CONSULTING ENGINEERS 1605 12th Ave. Suite 18 SEATTLE, WASHINGTON 98112 (206) 324 -6160 CASE II U = .75(1.4D + 1.7L + 1.87E) .0 % Live Load nnent under factored loads Mu = 757.04 ft -lbs /width b ii times nominal moment ( PhiMn) = 864.55 ft -lbs /width b affection under service loads = .031 in. ment under service loads = 454.88 ft -lbs /width b a required = .079 sq.in. per width b CASE III U = .75(1.4D + 1.7L + 1.7W) 50% Snow load )ment under factored loads Mu = 677.04 ft -lbs /width b al times nominal moment ( PhiMn) = 793.36 ft -lbs /width b eflection under service loads = .029 in. ament under service loads = 428.26 ft -lbs /width b s required = .079 sq.in. per width b CASE IV U = .9D + 1.43(E) L,at under factored loads Mu = 746.64 ft -lbs /width b hi times nominal moment (PhiMn) = 839.33 ft -lbs /width b eflection under service loads = .031 in. oment under service loads = 454.88 ft -lbs /width b s required = .079 sq.in. per width b CASE V U = .9(D) + 1.3(W) oment under factored loads Mu = 630.59 ft -lbs /width b hi times nominal moment ( PhiMn) = 724.85 ft -lbs /width b eflection under service loads = .028 in. oment under service loads = 408.97 ft -lbs /width b s required = .079 sq.in. per width b JOB: BEDFORD PROPERTIES Sheet no. W 13 Calculated by Checked by Date: 445490- PANS± s 5 -II SECT a RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 -324 -6160 • ,QA I I E LS . 13 , 41 . i7' -6.+ I2�0 M IN -M.I F IN ,.. ._. 6G7 3. -.. It STEEL AID 2- Mu 1J3. K ... (02....._ .�► p.a ci .. ..:.i.0c 13 AS US. • LOAD w .., OIS_(10.8)_..t 8). ...Wu - . I .4 1 . 2 .4 ... 410. (I B. JOB BF 1llFOk>> PROP .IZTIE. SHEET NO SIC/ 14 CALCULATED BY PH CHECKED BY DATE SCALE 4@, 1 6 # Qyc.. I...._ , ... I USE _ OF DATE il1it9I IS .I.I.I, • IS IN 2 /3 IN RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 PA1.1'L5:IS 3J 1 H. 2 `} ' i - VI. IFJ 1 ; $1 -3 �3 Q IN 1 ! 1 1 b )4 I I d - e34 1N.. ItS JOB V.t U F p i_p {'japfE 'r r S SHEET NO N. WIs CALCULATED BY I - t CHECKED BY DATE SCALE iv rrr 1 o A o S . -. I ..... .... . y _ 1 woc =. a . +. . IGO I. IZ� .1.. zl I LL E, .. 0.25 •(1�.8�.__.... , 2'ib _. K/'.._ •wu k 1 . I. 4 (. 64. +. 1..T. (. 21c?? .. _ I.. 363 i 1 '6 =i...1o3.8. - -'K. . r _ 1200o I . -. K..r..3`1, ..... A. r e b�l. °... , 001 ( 8..... . . ,,53.1 IN 5 OF / DATE I / 11 / 9 .3 _ 31.1 USE. 2 .641 ►</' kICH-ARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 P�N�t_s izI z5,2.9. »33. 3C 3 31,4... IPA 14 . -2. r•• V�Iu. 2 J #5 _ .. 131 = = 3.626 K =.3a.0 11 3 .K _.4 ..6.. p . ... _, . cjo . IQ. t _.. A 4 JOB Rr= n pRoP RI I5S SHEET NO. W I (a CALCULATED BY PI-1 CHECKED BY DATE SCALE . veDt- L: P est _i_bANDs ... _ _ I .. v ._,15(4). +_..150 (_r.).'l,Zs-. 49ZCd w� i...I loo .._K /r...._...._...._._ .... _ I .1.4 . 6 fcLG) .÷.. 1,`I.(, lao). •._.1. 04G_ r /1_ USE_ ! 5._ OF DATE I/I-1/9I RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 12 I z.....�o y2 4 -..`1. 50 la 5 .IN .. Z ... 0,.25 .. D 2 .' ......... T R i s ... tv.. st 1 _ P p . : -...5 JOB .RK nF(RD PRnP R c, SHEET NO W I CALCULATED BY P H OF DATE 1 /7zj 3 I CHECKED BY DATE SCALE ...5. gil t � a... 8 - ... ._ . � t N Lvo 48.. 11.I T R IB �._'._. __._..... S oL. .pAaA E:T = ......1s0(4) . 14 j DL RhPWr 23, LL eta: 5,_S 0..904. K ..1. so LSO 3 04 K. RICHARD HUDSON & ASSOC. INC. JOB: BEDFORD CONSULTING ENGINEERS Sheet no. WIP) 1605 12th Ave. Suite 18 Calculated by SEATTLE, WASHINGTON 98112 Checked by (206) 324 -6160 Date: 8/22/90 **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * T I L T - U P W A L L D E S I G N * **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** iese wall panels have been designed based on the TEST REPORT ON SLENDER WALLS tblished by the American Concrete Institute, Southern California Chapter and le Structural Engineers Association of Southern California. = 3000. psi ry = 60000. psi ctual Thickness = 12.000• in. )esign Thickness = 12.000 in. affective Height = 12.000 ft. Seight of parapet = .000 ft. Pributary width = 1.000 ft. toof dead load = 5897. Pounds per width b ( 12. in.) •f live load = 3476. Pounds per width b ( 12. in.) ,i load = 15.5 psf Seismic zone 3 ;ccentricity = 10.5 in. )epth to steel = 10.250 in. * * * * * * * * * * * * * * * * * * * * * * * * * * ** * CRITICAL LOAD CASE = lA * * * * * * * * * * * * * * * * * * * * * * * * * * * ** lnimum allowable steel area = .17 sq.in. / width b ( #4 & #5 bars) lnimum allowable steel area = .22 sq.in. / width b ( #6 bars & larger) lximum allowable steel area = 1.97 sq.in. per width b iximum allowable deflection = .96 in. iximum allowable bar spacing = 18.00 in. CASE IA U = 1.4(D) + 1.7(L) M =P *e @ roof (No P* deflection) Dment under factored loads Mu = 12394.38 ft -lbs /width b hi times nominal moment (PhiMn) = 22405.80 ft -lbs /width b s required = .300 sq.in. per width b D. 5 @ 12 in. o.c. Equivalent As. _ .31 sq.in./ft. o. 6 @ 17 in. o.c. Equivalent As. _ .31 sq.in./ft. CASE IB U = 1.4(D) + 1.7(L) M= 0.6 *P *e + P *deflection oment under factored loads Mu = 8088.29 ft -lbs /width b hi times nominal moment ( PhiMn) = 17703.29 ft -lbs /width b eflection under service loads = .024 in. oment under service loads = 4941.04 ft -lbs /width b s required = .178 sq.in. per width b SHGAR WALL W WALL RICHARD HUDSON & ASSOC. INC. JOB: BEDFORD CONSULTING ENGINEERS Sheet no. w t9 1605 12th Ave. Suite 18 Calculated by SEATTLE, WASHINGTON 98112 Checked by (206) 324 -6160 Date: 8/22/90 CASE II U = .75(1.4D + 1.7L + 1.87E) .0 % Live Load )went under factored loads Mu = 4370.29 ft -lbs /width b ii times nominal moment (PhiMn) = 9213.75 ft -lbs /width b eflection under service loads = .018 in. )ment under service loads = 3705.36 ft -lbs /width b 3 required = .173 sq.in. per width b CASE III U = .75(1.4D + 1.7L + 1.7W) 50% Snow load oment under factored loads Mu = 5142.43 ft -lbs /width b hi times nominal moment (PhiMn) = 11359.79 ft -lbs /width b eflection under service loads = .021 in. oment under service loads = 4302.01 ft -lbs /width b 3 required = .173 sq.in. per width b CASE IV U = .9D + 1.43(E) ..�r►t under factored loads Mu = 3880.24 ft -lbs /width b hi times nominal moment (PhiMn) = 8074.63 ft -lbs /width b eflection under service loads = .018 in. oment under service loads = 3705.36 ft -lbs /width b. s required = .173 sq.in. per width b CASE V U = .9(D) + 1.3(W) oment under factored loads Mu = 3384.86 ft -lbs /width b hi times nominal moment (PhiMn) = 7589.95 ft -lbs /width b eflection under service loads = .016 in. oment under service loads = 3384.09 ft -lbs /width b s required = .173 sq.in. per width b SHE AV. WALL W WALL ..... ......_. i I • ,,/. C.. w S . I •. w ID . . .Z,. - ... 2 . _at.•..._..1315... ............................... I ... ............ ... ALL 1 r U.W.. .................... .. 50 9 r .. K F 1.2 x >.......... I (,,.S E.....�P...,.. . , 35.... R.I. ......................_.. 4....._. I <s11 _ ............................... _....._... ............................... I i w ....... 9 _._...,... A Rerars . ... Li I , ais ..12... =..... 5 8,. A.., Z. IN ............................................__...................._................... . ..14'4.. . I..N sci.S• ,.....w..__..,.. 3 • I �1...,._... ..... ...._......I' .0..o'C'.1..1,1.. / e.r.UAL .f A....._........ . i asa '., z �U it ...... ........................_.. n I.); r .......... .el„ ...,........................ ......•........... _ x 4 ' . ....._....._......._ .' 15, . FY ..............N...E.. 1... _.. x........12.. S.. I... .. N. . ....... µ..._ ..... .............................__ T .... .................. L a,...._... ._ A... Rao.° . *0 ....._..... L. .s....... >_ . 3 ..�_,_ .ate T.. __- _ _ __...._._........_ .............._...... ... } , r • RICHARD HUDSON 8e. ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 JOB 13EDFORI) P Ro' TIa SHEET NO F I OF DATE J/I a/9 1 CALCULATED BY PH CHECKED BY DATE #,ICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206- 324 -6160 = 3� 3" 2 '... 1 3 1 . r ' .. 3.06 b '19.2 CEIECK S SHEAR.'.. • ei. I f dN1 .PLAT E1 Fia1CF 3'- .3. - Co"- 14-" ! .. i' -1" ' 4 i .Ci-IECK. f UNC.NIN� ` 1. A s 1k 4n SNEAK . � .4' J....FR0V . PLATE FACE • 12 + Z( �) Z.6. 2,:1 '. SCALE sa , . 9.3,a k u PO ..I_A _ = .._...42..3....= ..z..2 �fo..__KSF wuy Z ..._.I......_. . _... I 1 _ M ma .! Z. _.I _ . . Z (2.... (Co .04,09)2 ._._ _ (o9....1...._'_._K... . 6 JOB ()RD PRcPI2TI SHEET NO F2, CALCULATED BY P 1-I CHECKED BY DATE ,a5(2:5 6$i 19.2 (1.14 __Vu __. .21.,.210. (1.,.58) _fv • l 2s =.... .e. .L i o (`19.z) .L4. ..94.,.2.._ .K... >..... V 0K. . \I 93.3 - 2,,1`1 i!Z, I'I) z ..:.. _. ei5 (t).._ ,app..... (4 I 20(0 )__14__ OF DATE 1/ I I /9 I a N_. a 3 .9 .K . R,IC►HARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206- 324 -6160 FOOTING PtS1GM FOR SHEAR ',WALL... . . 124. et; 49. K to' 4 6,5)(28)(150) = 25.2 (4)20) .4150 = 4,0 - 1 (94)(31).10 . V2 40 49,6 K b3,4(14) - RC% 40 - 8 .-Rcn F . ..� i L .a .. .. ✓ WALL-PL ..24.8. . ............... . I - 1 X995 FP.K....ISo� ..(1 . g YargL 01.4. K 4 1,2, 9 MA 1,91 KSF 3a 1.4 .. (.913 JOB nR.p PRC RTES SHEET NO F CALCULATED BY PN OF DATE VI I/91 CHECKED BY DATE SCALE RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 S 514 EA `vlA DtSI(&,N.':. Fc'I...CAi.IZ' . -FTG 2,18'I KS F 11.6 (2.00 _. 2 , 1 6 - 1 I <S F F LE X UR t i 2,618 KSF BoT R5Ih1F {...- I 15 - [ 15, 2 - JOB P ROP RT 1 SHEET NO. F4 CALCULATED BY PH CHECKED BY DATE SCALE 4 eh C L j __ , _ ,B S1(2.) iFc) (4e) 60v) 1 ..... w3 _ (0.5.3 K . j.. 38,3K -- b,5.3 (4) 24 I . re -- 31.4 (80 5) 4e (z.$) , (2.19 +. 2 . fo - 1e)(4)4 = 38.9 K .412 i � 1 j _ "\s aE:o .. 14' ._...... .... _... �. _ 1 As miN (4 8) 13 .1.1.2 ... US.E s . .4 - 6' f'►s = ..1, 1 11J 1.6 (, Ic4.A. KSF, M u ..$Z5(i)(4).4( = .... 31Alviu . 0 .. d - J c� r. s 1Te .._� .�. 13 . -113 I .,as . e5 (z.Si (.1 -11 '31.466•e -46 2.5) I - OF DATE 1/14/9 ) 1 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 sHEAl2 WALL DSSIGN FLEX.UR F0 WA LL., . F,rG WALL .. = __I.15 ( 1'__ 12_I.....= ...1239 ...k�.:_._, , ! i RoO..F.DL + . LL. (30. ;.... I .,ZOO _ i . _ FTG ..Dl._ .._..1.5.(•4 6,5 _900_..K /_ • 339 ............ • _..... ... .16,9.. Ks 1, 1! 09 .i(3,1.)......(I).....8,0.'.K ! _ al4 u M H IN , 1 A R ag .. i..._f�....__... ATS M' ,....... 00.1.8..6 -. .. ,..COI 6.62)..13... ........ 1 1 JOB 1 F OR r) •Przrl SHEET NO Fs CALCULATED BY PH CHECKED BY DATE SCALE Us. . 41 5 ..._ .e......J 2.. a /c. .. . i t As , .835 K S F es (2,t) (• 33 1Z . ..31 1,4 z/ OF DATE 1 /14A9 I r ...Z_..... yt. (13) . _ ._..... (..5)_j .._... .I .,500 . KS F . oti4 ._ RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206- 324 -6160 COIfT FTG I~AsT WALL .25 WALL DL ;iz! (, 1`1.50 1106F :1)L! + LL .040 (4) _' .1(00 I .S z1 4 w: 1..S21 i ,N1,/ 1121-H REQ.D . 1.s. .. 1.0a i I i I 1 1- •. PAD. FTC,. �As WALL W /ouT Sf�AN.�rt= L , . C �- ... PAJ.1>= L..... I f X! . i T Z .FT.. d ..Br I � j 1 4'' E41) _ Is 5 ( _= 1 ,s� 4 � X -4 u ix 2 .. WT. FTG (I , . ( 1 ). (, 150) a 2.40 K. - 1 2 . 6 1 . 4 K 20. , ; I.1- z . `.._" 02 i .. _ 1.215 ` KS F _ I I. ... P i= . , 6‘26,4) = ..3.. . ' ... .... 3 i . ) a- I(o...I.4.2.0313 1'S ... .... T I._ 1 I .... E.. (2..038 ( . ( ,14) I I 31. - Mu L f • bf coo ; . JOB .2)F.p Fl) D P Rn-P E✓ F,T 1 S SHEET NO. _Flo OF CALCULATED BY P H CHECKED BY DATE i la!, 0 16.0. FT .. OK .... 4.e (2.S).... = ,85(7,5) •• • a 410 I � 1�1 . 3� .;00 ' �t ,.. , 0018.(48 12 . ':1.04 IN , • /i6Ls . 1 23 DATE 1/1.S/C) 1 SCALE (4..E 1 ' " 2. RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 -324 -6160 TG 10.0 1 5i v1 '4K V ! . i. .0 I N`PE.V, 12' 8.9IK 1 . 930 KsP SCALE 1. r R ECT ;FTC, 1..._ _ -- SHEAR . WALL , LL: I.1,. . i _ \M�i ., � 214 5 !SPAN URZ L DL`- Z. (.523 +..,(oico) = 14,43_.K 13.5 I( 12' DL + LAT AL 1.119 . KsFl 1.191 KS F • 1 As ROOF DL .015 ( .= . CO5 Y W A LL DL = , 15 (4) C I (12) . + ►Z (5.25) _ FTG .DL..= .15 (2) (1.5) 5 = 13.5 1 . _ 3 . K F . 1 Soo Ps F 1. 33 F = .1395. P: ..... I .......... r � l :34 JOB 23ED FOR D f SHEET NO F 1 CALCULATED BY P M CHECKED BY DATE cit ) I 1 ' -K &,3 - 1 ($) ._. OF DATE 1/1(•141 .31 8.31 ..... .. :.. 1,191 KS F OK..... _. M =�3`i,G0).. 1 5 0.4 ',K Ilk_ 15014. M 1ZO.6.. _ 1.2s ......1.d.- - OK..._. C ' 1 z ( 93e) (4)1 4- * (A) (asp) 3 (4)1 5. 6o,4'K I 1 31.4 (60,4) ) 2 -r! . (15 L._ 400(7.S) g5 (2: S 4.'43 _, - '34,4 m - .7r. _ .43 IN d t °°163 A M IN' I c i . p .c. . � 1 8 4F jq b - -- ... I .91 11•1. P° s (6o). is._ ..1.94 IN I ... .... 1 ._ .....E ....__ US 5- 5 - #4, T et. LW. .... As- 2 ,21 1/ l.I L . . 2 (SEA P. it, 14 . , RICHARD HUDSON 8e ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206.324-6160 . • . .CASt DL I 35,8 K 4 • -I C. Lg DL = - 1, 196, 1< „ _. (s.s.m..P. 2o) , - - wALL bL.:- 8): 1 9.1 i K ,. I ! 3' 3' . ..SRANORt L.1...LLI..........a....k..00. ...iFo). ...0 .K.. i 9.0 K i t., ,c ,,, • ...L 10 ,' 9 k. \A/ ) iol ' .. . 1 1 . - - -- - - . .1 ...i 014D5A'....sksAr4, . 15(x) fl'sF DL'- 39.8 K LL lc 13 . s3.1 K . --•■■■■•••■••■••■16.■•■■•■■■■■•■■■•• I ; j Iriat ,o01E3 01 f , x 1 0 ' x 1 j A x 4o.9 ii.4 F 1.4 I ;Li 1.4 (33 8) + 11.1K .6 = 40,9 1.985_ 3(4)(1,985) 1 JOB JaF F ORD PRO f SHEET NO F8 CALCULATED BY el-1 OF DATE V 11 i I CHECKED BY DATE SCALE I . 12; s3,1 1.343 _ ' c .f . 1 ,1S _14,60 P.. r st )1 Va. • 461 ,$).J RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206- 324 -6160 i I A M .1 N x . o018 A9 ; . 0018 (4) 18 = ; I .5 Go ' '..CAss..Z x +. LATz i 1 21.9 4 . X1.2 K . I %160 KS F .TG. a.9K 9. 10' 3' - 8.9 K 1 • 1.432. KSF NON I . IN JOB aI✓DFnt2.v PR - ERTIds SHEET NO F 9 CALCULATED BY P H CHECKED BY DATE SCALE .E1s f . q.b • ,as'(k.S)(3))48 _- • f i '1"._ .L/ . .......� I ___. #. Co' _12. ! .... .. .‘k/ i I S3:.. .. -..) Z a) . s _14..4z K..... 33.F �. 1,.33 (1.5� ... I..9,95 KSF .. i 4.42 (I Z.) _ }. K... _- M 53,oi ..... �..... . - ..._ .R.._.. • 39.B 1,33 .. r , (DM 39 8 T ± : b.DZ - S7 X‘ l - 1.432. K. F b.0 .._... VDO KSF _. ( 3 ) (, 5 ` 42 � J 4 � . . I.4 1.890 (0 .1 5 (4).4. K I. Nor. C.kIr1.CAL. I �I I .. 5t'A {JD1 S.L .D...= _ Z .-.(_LSEa) -1-_ :._.(, 5`I 1 ..GL13 ..L.. 0 i� 5..5 )._.,. ._ 6,.. ?,.i..K...'- -(41EkE WALL bL 4. 8.91 K.......(sEe_...P..... FTG .9L.. .. , IS..(38}G��...1...5_,... 8 -1...J.. I 3b. :SPANDRML LL.= ... ._t... ._..-� a......_f 13 5) � GUI L.1.4 . 9 3.._ I <.......• __.......__. ..I .......... ...... OF DATE 1 /24,x.9 rt 3.G G(53,0) 5 (ID) w _gyp ._EZ3)......... ... RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 JOB .M.DFOaD ef SHEET NO F.9A CALCULATED BY PH CHECKED BY DATE SCALE OF DATE RICHARD HUDSON & ASSOCIATES, INC. 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I4l.0 24, Z , s 4 _y.; .( 12.'10)_ ' ; _(,. loo) 4.4 K _..... _pL m 11 .8 K_ ..._. _.... .. 8(9)_+_4(4)]. I_,5__ ^. . . 10, 8 o.Pst? .. 8(4) .. -. _.4�(4.).._ 43..0 I N i (42, co) t- .I .1 ( _Ks F._ OF DATE I/3n/2 41.. -.K. 2 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 1 . , -- - PI LAST' R I ,t. - r.'C.i Co1 EcT 1 ..,,I,scTi.....77...3. _._ -1. I I I : I l I 1 V -= 10 ■ i l< I - I . . 10.041-L) I ...... .... sHEAR A t " 1•1 JOB .P...OF.r)Q D f'Rc)io SHEET NO Fl OF CALCULATED BY PH CHECKED BY DATE SCALE 32 5_ DATE 1/.0/ I 1` • FEB 7 1991 OUTLINE SPECIFICATION GATEWAY CORPORATE CENTER BUILDINGS 8 AND BEDFORD. PROPERTIES JANUARY 24, 1991. 'NW 90052 RECEIVED CRY OFTt JKWflP PERMIT CENTER. OUTLINE SPECIFICATION GATEWAY RETAIL AND OFFICE /WAREHOUSE BUILDINGS 8 AND 9 January 24, 1991 BEDFORD PROPERTIES 12720 GATEWAY DRIVE SUITE 107 SEATTLE, WA 98168 PREPARED BY LPN ARCHITECTS & PLANNERS, INC. PINE STREET, SUITE 300 SEATTLE, WASHINGTON 98101 PROJECT NUMBER: NW 90052 LOCATION: CODE: ZONING: SEISMIC: CONSTRUCTION TYPE: Bldg 8 Bldg 9 OCCUPANCY: Bldg 8 Bldg 9 ALLOWABLE FLOOR AREA: Bldg 8 Bldg 9 BUILDING AREA: Bldg 8 Bldg 9 SITE AREA: Bldg 8 Bldg 9 IMPERVIOUS SURFACE: Bldg 8 Bldg 8 COVERAGE: Bldg 8 Bldg 9 BUILDING SETBACKS: ALLOWABLE HEIGHT: Bldg 8 Bldg 9 PROJECT SUMMARY Tukwila, Washington UBC 1988 Edition, Current City of Tukwila Building Regulations M -1 (Light Industry) Zone 3 V -N (Sprinklered) V -N (Sprinklered) B -2 (Retail) B -2 (Industrial) 48,000 S.F. (100% separation three sides, sprinklered) Unlimited (60 -foot yards, four sides, sprinklered, multi- story) ± 17,200 S.F. ± 47,260 S.F. (future mezzanine /second floor to be constructed with tenant improvement work) ± 79,923 S.F. ±200,213 S.F. ± 66,474 S.F. ±163,949 S.F. ± 21.5% Building ± 83.2% Impervious Surface ± 23.6% Building 81.6% Impervious Surface 25 feet front yard 5 feet rear yards 0 feet side yard 115 feet (per zoning) 40 feet (per UBC) 115 feet (per zoning) 40 feet (per UBC) PARKING REQUIRED: Bldg 8 Bldg 9 PARKING PROVIDED: Bldg 8 10,126 stalls (7.0/1,000 S.F.) , s 2 l �tl Bldg 9 27,'N/30t ;30t stalls (6.5/1,000 S.F.) I �,v c 1 43 stalls (2.5/1,000 S.F.) 48 stalls (1 /1,000 S.F.) 90052 Outline Spec - 2 90052 Outline Sp ec - 3 OUTLINE SPECIFICATIONS - OFFICE/WAREHOUSE AND RETAIL BUILDINGS DIVISION 1 GENERAL REQUIREMENTS The following list of major items and proposed assemblies are intended as a guide and as such are subject to minor changes or substitutions when deemed necessary by the Architect and in the best interests of the Owner. A. Testing: Laboratory services, field compaction and density, concrete cylinder tests paid for by Owner. B. Temporary Facilities: Utilities: electricity, lighting, heat and ventilation, telephone, water, sanitary facilities, first aid facilities, and temporary field office to be provided by General Contractor. General Project Information A. Statement of Compliance: The structures shown on the Drawings and described in the Outline Specifications is in accordance with the program outlined by Bedford Properties. B. Project Description: The proposed buildings are a 1 -story office /warehouse facility with mezzanine potential and a 1 -story retail facility for single tenant or multi - tenant use. Location is as indicated on the Drawings. The buildings are composed of painted concrete tilt -up panels with a panelized roof system consisting of glue - lam beams and lumber framing units. C. Scope of Work: 1. Off -Site Work: there will be no off -site work required by the General Contractor except access connections, utility drainage connections and landscape of undeveloped street right -of -way with street sidewalks and curb extension as required by City. 2. On -Site Work: the General Contractor shall provide all on -site work as shown on the Drawings, including but not limited to: a. Site clearing, excavating, filling and grading and surcharge b. All required site drainage to storm system c. All site utilities to public systems d. Paving, curbs e. Site lighting system 90052 Outline Spec - 4 unless otherwise specified higher by Structural Engineer. DIVISION 4 - MASONRY - NOT USED DIVISION 5 - METALS A. Light Metal Framing - Shall conform to Gypsum Association GA- 203 -71. This includes studs, track, bracing, hangers, carriers, furring channels, anchors, fastenings, and other items necessary to provide complete installation in the locations indicated. B. Structural Steel Studs - Shall be gauges as shown on Structural Drawings. Studs of 14 ga. or 16 ga. shall be formed from steel conforming to ASTM A 570, except minimum yield point shall be 50,000 p.s.i. unless otherwise specified by Structural Engineer. 90052 Outline Spec - C. Structural Steel Pipe Columns - Shall comply with ASTM A -53, Grade B. D. Miscellaneous Steel Shapes - Shall comply with AWS standards. DIVISION 6 - WOOD A. Roof Systems - Wood glue -lam beams with lumber framing units and wood roof deck. Sizes and spacings to be selected by Structural Engineer, and as indicated on Structural Drawings. Carpentry A. Rough Carpentry: Shall comply with the Uniform Building Code, Volume 1, Chapter 25, "Wood ". Sizing, nailing, and bolting shall be as shown on Drawings and per Structural Engineer's calculations. Finish Carpentry and Millwork A. Quality Standards: All work of this Section shall be manufactured in accordance with standards established by the Woodwork Institute of California as defined and detailed in the 1988 Edition of the Manual of Millwork, including all amendments. Items shall be grade stamped as applicable and Compliance Certificates shall be furnished covering all items, certifying that the products furnished fully meet the requirements of the quality standard. All work shall be "Custom" grade. All lumber shall be free from structural defects and surface imperfections which, in the opinion of the Architect, render it unsatisfactory for the intended use. Except as otherwise specified, grades of all finished lumber and millwork are those of the quality standard best commercial grade normally used for purpose. All lumber shall bear the appropriate grade marks. Trim material shall be Red Oak. DIVISION 7 - THERMAL & MOISTURE PROTECTION A. Wall Insulation: At retail areas only, exterior stud framed walls shall be provided with batt type insulation having an R -11 value for insulation only. A polyethylene vapor barrier shall be provided on the inside surface of the metal studs up to structural slabs or roof deck, if a foil back drywall is not used. B. Roof Insulation: Roof deck and insulation shall be foil faced fiberglass batt R -19 for insulation only, or approved equal. C. Built -Up Roofing System: 4 -ply built -up roof membrane shall be Conglas (Consolidated Fiber Glass Products Co.) ND -24 -CAP, Class A, 20 year specification, or approved equal, over nailable deck for slopes of 0 inch to 1/2 ". Cap sheet shall be white color unless otherwise selected by Owner. The entire roofing system and installation shall have a manufacturer's 10 year premium roofing guarantee (Systems IV). 90052 Outline Spec - 6 1. Sheet Roofing System - Alternate: Torch -on modified bitumen roof membrane shall be Owens- Corning Fiberglas Corp. "Derbigum" SP 3D2- NC, Class A, or equal. Miner cap sheet to be white color. The entire roofing system and installation shall have manufacturer's ten year unilimited dollar coverage roofing guarantee. D. Sound Insulation: Provide sound attenuation insulation such as Owens - Corning 3 -1/2 inch (R -11) fiberglass noise barrier batts, or equal as indicated on Drawings. Sound insulation shall conform to applicable ASTM Sound Testing Standards of the Owens- Corning product specified Friction -fit for widths as required to suit frame spacings. E. Standards: NRCA Roofing and Waterproofing Manual Specifications and Recommendations and other recognized industry standards for good roofing practices for the system(s) specified which shall be applicable to work of this section with the same force and effect and though included herein. In the event of conflicts, the manufacturer's specifications, details and recommendations shall govern. Roof Accessories A. Roof Hatches: Ladder hatches shall be aluminum, type L 2' -6" x 3' -0" with integral insulated curb, Bilco Products, or equal. B. Roof Access Ladders: Steel per OSHA Standards. Provide cage per OSHA for height requirements to roof hatches. C. Flashing and Sheet Metal: Shall be galvanized iron; minimum gauges as recommended by Sheet Metal and Air Conditioning Contractors Association. Roof vents and roof hatches shall all be code- approved and installed as per manufacturer's specifications. The roofing membrane and related metal counterflashing systems shall be installed by the same contractor for a single source of responsibility for a complete watertight installation. D. Sealants and Caulking 1. Expoxidized polyurethane terpolymer sealants, three -part complying with FS- TT- S- 00227E, Class A, Type II, and ASTM C920, Type M, Grade NS, Class 25, for general use as exposed building construction sealant. Type shall be Dymeric by Tremco, or equal. 2. Oleo - Resins caulking compound complying with FS -TT -C -598, non- staining, non - bleeding and paintable. 3. Gasket materials to be cellular elastomer preformed closed cell, ASTM D1056. 4. Other types of sealants and caulkings as described elsewhere in the Specifications, or as required and recommended in manufacturer's standard specifications as applicable. 5. Colors to match adjacent materials to the maximum extent possible. 90052 Outline Spec - 7 DIVISION 8 - DOORS AND WINDOWS A. Hollow Metal Doors: Flush, 16 ga., smooth edges; 18 ga. panel skins; mortise and reinforce for hardware. B. Window Wall and Sidelight System: Strip window framing to be 1 -3/4 inch x 4 -1/2 inch glass system for 1 inch insulating glass and for 1/4 inch glass, 450 series, clear anodized aluminum by US Aluminum Corp., or equal. Provide test reports substantiating manufacturer's data for air and water infiltration, thermal and structural performances. Latest UBC requirement shall govern windload based on the location of the building. Contractor shall provide a written 5 year guarantee for manufacturing or installation failures of the system. C. Entrance Doors: Clear anodized aluminum and glass entrance doors by US Aluminum Corp., or equal. Door type 250 with manufacturer's standard push bar and pull plate, surface closer, top and bottom 4 -1/2 inch x 4 inch butt hinges, Adams -Rite MS 1850A Deadlock, weatherstripping and 1/2 inch x 4 inch mill finish aluminum threshold. Glass Systems A. Building 8 - Glass Types: B. Building 9 - Glass Types: 1. Vision Windows: 1 inch insulating panel, PPG Graylite 14 outdoor light and clear glass indoor light. 2. Doors and Sidelights: 1 inch insulating panel to match vision panels. Tempered glass in doors and where indicated on drawings and required by code at sidelights. C. Mi eo scellan a uhp s S es: Provide aluminum break metal shapes at window sills in minimum 0.625 gauge or sufficient gauge for supports and spans as recommended. Anodized finish shall match aluminum window framing system. Hardware 1. Vision Windows: and indoor light 2. Spandrel Glass: flat glass. 1 inch insulating panel, PPG clear glass outdoor 1/4 inch heat strengthened PPG Graylite 14 tinted Furnish all hardware to complete the work indicated on the Drawings. Provide all trim attachments and fastenings required for a proper and complete installation. Comply with the requirements of Underwriter's Laboratories, Inc., for all fire rated openings. A. Cylinders: All lock cylinders to be by single manufacturer with removable cores, by Best Lock Corporation, or equal. The following products referenced establish minimum standards of utility and quality 90052 Outline Spec - 8 and will be subject to final review and approval by the Owner and Tenant. B. Styles and Finishes: Generally, lockset and latchsets shall be lever handle hardware. All hardware finishes, unless otherwise selected shall be US260, satin chrome. Hardware Schedule umln A. B. Hardware Group B (Stainless CO Cylinder AR Deadlock AR Inside Paddle US Flush Bolts QU Pulls 90052 Hardware Group A (Aluminum & Glass Single Entry Doors) CO Cylinder AR Deadlock latchset AR Inside Paddle QU Pull US Set Hinges US Closer PK Threshold US Weatherstripping 5283 each side (US26D) MST 1890 -628 satin aluminum finish 4590 -02 -01 -628 latch paddle device, satin anodized aluminum finish 521 outside door pull, US32 Manufacturer's standard complete offset pivot series OP400, or as required for type and size of door. US260 finish. Manufacturer's standard concealed overhead for offset pivot hinges, single setting, series "Jackson JED -201" with hold -open. 276A x 290AV with vinyl seal, or manufacturer's standard if similar. Natural aluminum finish. Manufacturer's standard mounted in jambs and head door stops. Steel & Glass Double Entry Doors) 5283 each side (US26D) Active leaf: MST 1890 -628, satin anodized aluminum finish 4590 -11 -01 -628 Latch Paddle on Active Leaf, satin anodized aluminum finish Inactive Leaf: DH 008 top and bottom, clear aluminum finish. 521 each door, each side inactive, outside inactive leaf, satin anodized aluminum finish, US26. Outline Spec - 9 B. Hardware Group B (Stainless Steel & Glass Double Entry Doors) contd US US PK US Set Hinges Closer Threshold Weatherstripping Manufacturer's standard complete offset pivot series 0P400,or as required for type and size of door. Manufacturer's standard concealed overhead for offset pivot hinges single setting, series "Jackson JED -201" with hold -open. 276A x 290AV with vinyl seal, or manufacturer's standard if similar. Manufacturer's standard mounted in jambs and head door stops, DA350 /DT350 at meeting stile with adjustable astragal. Note: Group B, Double Entry Doors requires a sign to be placed adjacent to inactive door which states - "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS ". Per UBC requirements. C. Hardware Group C (Single exterior service /entry doors) CO HG CO PK PK IV Lever lockset Butt hinges Closer Threshold Weatherstripping Lock Guard D. Hardware Group D (Interior utility room doors) CO Lever Latchset HG Butt Hinges CO Closers 6B Wall Stops PK Smokeseal E. Hardware Group E (Pair exterior service /entry doors) CO Lever Lockset HG Butts CO Closer PK Threshold PK Weatherstripping 760L -9543, US26, both sides BB1279, 4 -1/2 X 4 -1/2, US260 Series 120 -SNB, spray finish to match frames 276A X 290AV with vinyl seal weatherstripping PF114PS, black, manufacturer's standard mounted in jamb and head of door stop 184, 1 -1/2 X 6 paint to match door. W760L -9557, US26D, both sides BB1279, 4- 1/2x4 -1/2, US26D Series 120SNB, SBL without hold open F8061x, US26D, gray bumper S88D 760 -9543, US26D, both sides BB1278, 4 -1/2 X 4 -1/2. US260 Series 12OSNB, spray paint to match frame 276Ax290AV, natural aluminum finish with vinyl seal, weatherstripping PF114PS black, manufacturer's standard mounted in jambs and head door stop 90052 Outline Spec - 10 E. Hardware Group E (Pair exterior service /entry doors) (contd) PK Astragal 355AV extruded anodized aluminum BB Flush Bolts 5023, top: 24 inch anodized aluminum, bottom: 12 inch aluminum with dustproof strike DIVISION 9 - FINISHES A. Light Gauge Metal Studs: Provide metal studs for interior partition systems of widths, gauges and spacing recommended by industry standard and manufacturer's specifications for conditions shown on the Drawings or otherwise required. Perform work in accordance with GA203 and ASTM C754. Gypsum Wallboard A. General Types: Shall be types as specified below and shall be manufactured by nationally recognized manufacturer. 1. General: Conform to all ANSI, ASTM, GA, FS and manufacturer's specifications for use and installation of gypsum board products. Wallboard shall be by US Gypsum Co., National Gypsum Co., Domtar or other approved manufacturer. Application procedures and workmanship shall be in accordance with GA216 and ASTM C840. Provide metal trim normally recommended by gypsum wallboard manufacturer and install per manufacturer's specifications. 2. Regular Gypsum Wallboard shall conform to ASTM C36 with tapered edges. 5/8 inch gypsum wallboard over steel studs at 16 inch or 24 inch spacings. At exterior metal stud walls, use foil back gypsum wallboard or regular gypsum wallboard with polyethylene vapor barrier over metal studs. Use water resistant gypsum wallboard in toilet rooms. 3. Fire - Resistant Gypsum Wallboard shall be type C, conforming to ASTM C36 and FS SS- L -30C, type III, grade X, Class 1, Form A, Style 3. Fire -rated gypsum wallboard shall be 5/8 inch thick. 4. Fire - Resistant, Water Resistant Gypsum Wallboard shall conform to requirements of ASTM C36 and to ASTM C630. Water - resistant gypsum wallboard shall be used for construction in areas subject to moisture, and as backing for ceramic tile on toilet rooms. Water - resistant gypsum wallboard shall be 5/8 inch thick. 5. Exterior Ceiling Overhangs: Shall be dryvit over 5/8 inch exterior gypsum ceiling board, and exposed gypsum ceiling board. 6. Exterior Gypsum Sheathing: Provide 1/2 inch exterior gypsum board sheathing. 90052 Outline Spec - 11 Lay -in Acoustic Ceilings A. Scope: Provide all labor, material, and equipment required to supply and install all Armstrong lay -in units and exposed grid suspension system, including wire hangers, main runners, cross tees and angle moldings where indicated on drawings. B. Materials: Acoustical ceiling material shall be Armstrong's lay -in panels. Design: Cortega, white #769A. Size: 24x48x5/8 inch. Lay -in units shall conform to Federal Specifications SS- S -118A (GSA -FSS) Type III Class 25 carrying Underwriter's Laboratories, Inc., label. Lay -in units shall have an NRC Specification range as follows: .50 -.60. Carpeting A. Carpet: Allow $16.00 per square yard purchase and complete installation of carpet at general office areas. Carpet to be selected by Architect. B. Installation: All carpet to be direct glue -down installation in accordance with manufacturer's recommendations. C. Resilient Flooring: Provide rubber base as manufactured by Roppe in 2- 1/2 inch heights and at all wall locations and comply with FS SS -W -40, Type I. Provide cove base for all resilient tile or exposed concrete flooring, and straight base for carpeted areas. Colors to be selected by the Architect from manufacturer's standard color range. Adhesives shall be waterproof as recommended by the manufacturer. Painting A. General: All surfaces requiring paint shall conform to recommendation of the Painting and Decorating Contractors of America. Use only quality paints and primers and number of coatings specifically recommended for the type of surface to be painted. Interior surfaces to receive a latex eggshell finish. Exterior Dryvit surfaces to receive an acrylic latex paint where integral color of panels may not match. B. Putty: Conforming to Federal Specifications TT- P -391A, colored to match stain and paint finishes. DIVISION 10 - SPECIALTIES - NOT USED DIVISION 11 - EQUIPMENT - NOT USED DIVISION 12 - FURNISHINGS A. Window Treatment: Window blinds in Building 8 tenant areas shall be horizontal slat equal to Levolor "Riviera" 1 inch wide with tilt control and cord lift -top lock control. 90052 Outline Spec - 12 B. Floor Mats: Surface mounted "Pedimat" model PM 4005M with pipe stem frame by Construction Specialties, Inc. Carpet inserts to be selected by Architect from manufacturer's standard material and color range where indicated on drawings. DIVISION 13 - SPECIAL CONSTRUCTION - NOT USED DIVISION 14 - CONVEYING SYSTEMS - NOT USED DIVISION 15 - MECHANICAL A. Fixtures: Water closets, urinals, lavatories shall be white as manufactured by Kohler or approved equal. B. Plumbing Design Criteria: All plumbing and gas piping systems shall be designed to latest applicable UPC requirements. The plumbing system shall include domestic water, waste and vents, and sanitary sewers within the building complete to 5' outside the building line. C. Roof Drains: Roof drains shall be sized and located as shown on the Drawings, and shall meet UPC requirements. Materials shall comply with City requirements. Drains shall be installed for proper drainage from the building and connected to storm sewers on site. D. Floor Drains: Provide floor drains with strainers in all toilet rooms, janitor areas and fire sprinkler standpipe closets with self priming traps. E. Hose Bibs: Provide non - freeze type hose bibs at exterior walls of each building, two locations, Building 8 and four locations, Building 9. Install special keyed hose bibs at each toilet and shower room. F. Fire Protection: Fire sprinkler systems to be designed, fabricated, installed and tested for all areas of the building. Comply with all pertinent requirements of the National Board of Fire Underwriters, Factory Mutual, in accordance with NFPA No. 13, and Fire Marshal having jurisdiction. Fire hose cabinets or portable fire extinguishers to meet local code or ordinance requirements. G. Fire Hydrants: Installed to meet local requirements. HVAC Systems For Office /Industrial /Retail A. System: Proposed HVAC system shall be with self contained (packaged) roof top units. Equipment shall be by Carrier where applicable and designed under the supervision of a professional engineer. All work shall conform to the applicable uniform mechanical and local codes, including state energy standards and in accordance with ASHRAE requirements. 90052 Outline Spec - 13 DIVISION 16 - ELECTRICAL All work shall be done in strict accordance with the current National Electrical Code and energy codes, any local codes which may apply and Utility Company regulations. Provide all materials, tools, equipment, apparatus, transportation, labor and supervision to complete and place in operation the electrical work indicated and specified hereinafter. Electrical to be designed by professional engineer. The work shall include: A. Parking area lighting - shall be "Kim Lighting" Phase I - HPS, or approved equal with astronomic time clock plus supplemental wall pak type fixtures. Finish to be dark bronze anodized. Heights to be determined per Bid Design. B. Office lighting fixtures - 2x4, 3 -tube, energy efficient ballast and fluorescence, with optional double switching capacity. 70 F.C. @ 3' -0" above floor, task lighting level. C. Lighting at soffits - high pressure sodium downlights. D. Lighting at service yards - high pressure sodium wall mounted fixtures with arm. E. All electrical work required for connecting of equipment. F. Electrical Service: Primary service shall be run underground to a transformer vault located above ground with separate underground secondary services to main panel. Stub service conduit into building and provide spare conduit for future use. G. Telephone: Service shall be rigid conduit only, run underground from terminal cabinet in building to utility line. Wiring and instruments by Telephone Company. H. Fire Alarm System: Provide fire alarm system as required to comply with local requirements. END OF OUTLINE SPECIFICATION 90052 Outline Spec - 14 I Receipt No.; CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. COMMENTS: :INSPECTION RECORD Retain a copy with permit Inspector: Date. Dade;; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 -3670 ❑ Corrections required prior to approval. c '2 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'i's,s . T vit=as l`hi, hg s, •:te .:,: fry _..' _ q,p- Spedal Instructs . A ,M l (a 16. #alk Plea 5-e-9 Date Wanted; 6D ` II Zen Al Requester: 1 / & Phone No.; - 4 . 6 -- 62691, I Receipt No.; CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. COMMENTS: :INSPECTION RECORD Retain a copy with permit Inspector: Date. Dade;; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 -3670 ❑ Corrections required prior to approval. c '2 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. — Prot c _v_ ,EVJ - . ' 4 c VI,4A. cal, (-1 1/4.^ wept! ion: . ,....— . 2 \1" ( l i 0.4. • ,At. /A , *1 bate 11 • q • Special nstructIons: 6\434-% ID - N, Date Wanted: lb —e9r17cre)- m. .m. Requester: f)/1 i E. Phone No.: INSPECTION RECORD Retain a copy with permit • , CITY OF .TUKWILA, DIVISION 6300 SaithcinterBlvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: oec_ ef.5741 p 7 :461 i - o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at MOO Southcenter Blvd., Suite 100. Call to schedule reinspection. ,ecept No.: Date: 1 roe : • � Ype o nspect • n: pW / . . .ress: J JR r► .te a e•: Sp:•. Instruct ons: • Date Wanted: am. p.m. Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (inspector: INSPECTION RECORD Retain a copy with permit lgooI PERMIT NO. (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: U K -0 ar� pLkb ' 10 2R 9z ❑ $30.00 RE NS I CTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Dade: COMMENTS: ' I t' ( -r 1J N a2. (, Z S rAo ry A v11— AJC, 1—A 5 2C I L X.. A 6 t 'TECH . , 0 L AAA : .., (7.; L t ( krr 13 / AC i0l_/- p„n1aMr? r-/ 0 (au/'GIC IAm1 R it4-c -S, ...- 4A ( , 8a ) C ?l= ST71A-F1c .J j /n1- sqc."1- i'tiJr, 41 ( � ` ,�,8 c t , A /z . ` Special Instructions: � t (� • 1 J 4 ”, VlA ( Date Wanted: �� ,,` ,,,� t •r.: 14 c7 qWllw YPeo nsped. Address: I,A g ...- 4A ( , 8a Date Called: I „ / ,,,.ei Special Instructions: � t (� • 1 J 4 ”, VlA ( Date Wanted: �� ,,` ,,,� t p. Requester: -It Phone No.: �D (D `2 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. PERMIT NO. (206) 431 -3670 ill Corrections requled�rior t a pproval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PROJECT: — O I i A lummiralgrAmi PERMIT NO. / / 0 DATE CALLED: e's DATE WANTED: 0 "-- /0 — SITE ADDRESS: - D.., ,,illgety 4 .1MIMPAMINII TYPE OF INSPECTION: / SPECIAL INSTRUCTIONS: J REQUESTER: p PHONE NO.: INSPECTION RESULTS/COMMENTS: .9.....tm- .1 . . C.1114.44. 11 INSPECTOR: ( '`'L/ DATE: (y - / 0 °I CITY OF TUKVVILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECT1014 RECORD 6300 Southcenter Boulevard -- #100 Tukwila Washingtop 98188 PROJECT: J2 i • PERMIT NO. I SITE ADDRESS: 1 . 50 p' : Yl '" ' U r ir) Nv.. — WOO DATE CALLED: ( 0 _c-�^_ "t TYPE OF INSPECTION: p, DATE WANTED: 0 — -q ) , SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: C Li -- C (C INSPECTION RESULTS /COMMENTS: _ t-SN C.it15't—` i • INSPECTOR: DATE: /.0 r' —9 ) CITY OF TUICWIt A Dept. of Community Development - Building Division Phone: (206) 431 -3670 / INSPECTIO&RECORD 6300 Southoenter Boulevard — #100 Tukwila Washington 98188 PROJECT: , � . PERMIT NO. 66 0 / ..2. > SITE ADDRESS: /3 pa _ / / DATE CALLED: 9-,23 TYPE OF INSPECTION: L ��� DATE WANTED: 9 -� y G SPECIAL INSTRUCTIONS: / / REQUESTER: PHONE NO.: INSPECTION RESULTS /COMMENTSS : � U° v I DATE! " Z-ti -- 9 l 1 INSPECTOR: CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 0 ..f) ,0 .1 / PERMIT NO. 60 SITE ADDRESS: 50 ,w ArA AtAi-vt.> ATE CALLED: q j8 ' - 71 TYPE OF INSPECTION: ' / i ye,,L _La.., a.m. DATE WANTED: . , SPECIAL INSTRUCTIONS: 1 REQUESTER: ll, , PHONE NO.: AO # , ...- ., INSPECTION RESULTS/COMMENTS: A l-k- -- 1/4AA , c, I s-t. ,,,, --A ‘,..1 1-4...A.. - -1-ts... t pit4A --- _Q.A..0 ce.-A1-- ,.. 2, g-3--4 . - 71-J, .Q,_ v.ruA A_A..c..). _ ):::1.3.4..). 0......Q.....„0 oc....k. ot...a.t.e.. -4-i......... C.41.....+Cr-C.Alir, .A ±6 )a.,-... k.sk..-- , r- r INSPECTOR: /" L- (— DATE: ':', - / g - c ? 1 CITY OF TUKWILA Dept. of Community Development - Phone: (206) 431-36 Building Division INSPECTION RECORD \p 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 dr - PROJECT: 4 1 flafr Ce4 )j )4j1' l' ir ' PERMIT NO. (W#D / SITE ADDRESS: V , ) A A rA. 6. LS . DATE CALLED: ; - ca 7 ci TYPE OF INSPECTION: , J ' l a,40 700 kivi DATE WANTED: "*". 6 , / .. . REQUESTER: 23p SPECIAL INSTRUCTIONS: PHONE NO.: 01-1c—tr?... INSPECTION RESULTS/COMMENTS: Lat:fr" 7WANa f) f4r‘;'LPf Ci'vt-0 )02-LI 40 INSPECTOR: DATE: - CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD ••• 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 i PROJECT: i1 44 ‘,._,, A i ,4 Or PERMIT NO. 6 Le o ow, SITE ADDRESS: • , pri_, DATE CALLED: i qi TYPE OF INSPECTION: a ikr,d --- /0 i 5 SPECIAL INSTRUCTIONS: 14112 DATE WANTED: ; /9 —1 L:: ; REQUESTER: • .1 PHONE NO.: —2- INSPECTION RESULTS/COMMENTS: .. r Q dr... B 0-A_ AM f INSPECTOR: DATE: a CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 tid INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: A , L 1 .0.1.11) I/1 /' k Ifg Ji s PERMIT NO. 6 10 DATE CALLED: 0 / 1 SITE ADDRESS: aisfairm,„,,,r,44( TYPE OF INSPECTION: A OA" _,12../ 4 ..td o frm DATE WANTED: . ICIEEP SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: 0 # INSPECTION RESULTS/COMMENTS: e vs A-12 INSPECTOR: 7 1.--5 DATE: •-.7. -;- • CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTIONI3ES211p__Z 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: I �� `�lIy�r/�I PERMIT NO. SITE ADDRESS: 0 / : ' tA.Af t?Li _ ht , - ' DATE CALLED: 4 TYPE OF INSPECTION: ;I/,,, p DATE WANTED: ' &— -% SPECIAL INSTRUCTIONS: 11 g -ci - REQUESTER: L of �..1.1 / , ,,/ ' 'PHONE NO.: / ' '11 % INSPECTION RESULTS /COMMENTS: _.�- • -c-t- L- ' ..,.,-* -ir 4 - oti a ._ At\ -1L.. ;b i - • Vii. tns k " - t--.N bin...� cs1 o. A.-,►e.r. , INSPECTOR: : 7.._ -37 "' DATE: a - C - 9 1 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 btN INSPECTION RECORD / 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: f,t MATZ . PERMIT NO. Arai SITE ADDRESS: 3 o Mireatiorillaz DATE CALLED: T. q - TYPE OF INSPECTION: r • jw-0 - 7,')A17'7 DATE WANTED: m : / 1/ .. SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: -. OP INSPECTION RESULTS/COMMENTS: 41 ■ , rk.A.kik, INSPECTOR: DATE: 7--3 f 11 • , ,! , ..?;L. 644 " ; 11P 6 ■ • ‘\. CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: di-L-40111 e ,��1 It) (� 4 _ � K /e, k `)#/i C--' )A PERMIT NO. (0U/ // DATE CALLED: '-2- 9 / DATE WANTED: 7 "" -' q / �..._ C 'SITE ADDRESS: ��jj7��� J �.atJ' TYPE OF INSPECTION: - / ---- )t'/ _ , SPECIAL INSTRUCTIONS: REQUESTER: i) _ PHONE NO.: � �� _ INSPECTION RESULTS /COMMENTS: - -���- Sd-t ¢c3►v(, 9 om AA 2 , ' IAIQDC/NTA!]. i- ..,r"' ( n w'r. '1 . P _ 1 CITY OF TUKWILA Dept. of Community Development - Building Division Phono: (206) 431 -3670 INSPECTION RECORD J 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 4C/Loi.) Aut r ed Signature City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Project Name Address /30,2,‘ e lm Suite # Retain current inspection schedule X Needs shift inspection V Approved without correction notice Approved with correction notice issued. Sprinklers: Fire Alarm: Hood & Duct: W Halon: A Monitor: Pre-Fire: Permits: TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Gary L. VanDusen, Mayor Control No. i4,-42.r`i Permit No. (_0(0 0 1 / 1 . - Date FINALAPP.FRM T.F.D. Form P.P. 85 "X" REQUIRED INSPECTIONS PHONE AP DATE APPROVED INSPECT. INITIALS DATE(S) . CORRECTION NG'i ICE 'ISSUED 1 Footings 431 -3670 1 x 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3870 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 X 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 X 10 Wail Board Fastening 431 -3670 X 11 Concrete 431 -3670 X i 2 Welding 431 -3670 X 13 Bolts 431 -3670 I: 1 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 x 17 BUILDING FINAL 431 -3670 /INSPECTOR COMMENT SECTION ON REVERSE) CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING / PERMIT NO. LP DATE ISSUED: SITE ADDRESS: 13028 Interurban Av S ouILuipou rmr%Ivn I INSPECTtN RECORD (Post with Building Permit in conspicuous place) SUITE NO.: PROJECT: Gateway Corporate Center Bldg 8 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING • When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping Is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department -- 296 -4732 Electrical — Washington State Department of Labor and Industries — 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. paw "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 431 -3670 X 2 Foundation 431 -3670 X 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 X 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 X 8 Insulation 431 -3670 X 9 Suspended Ceiling 431 -3670 X 10 Wall Board Fastening 431 -3670 X 11 Concrete 431 -3670 X 12 Welding 431 -3670 X 13 Bolts 431 -3670 X 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BULLDG PERMT INSPECTION RECORD (Post with Building Permit In conspicuous plate) BUILDING PERMIT NO. DATE ISSUED: PROJECT: SITE ADDRESS: 13028 Interurban Av S SUITE NO.: Gateway Corp. Center Bldg 8 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS U(r)(;) I All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied In place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping Is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10, WALL BOARD FASTENING- Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 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. 0911411 landscape plan r . Aea k711-- Ai*? 3"1- d"1e134 -d t1.1.3 4 g 6u!pI!n9 c a /V '1"Nd1e7,t- v2 2 x4 147 31a1471JcV ._l._S -dd „gi xHSi (1r) 7NGf.E.h fVE.T I'aTA.L P,P�1/ Ems) Oat r LANT SCHEDULE IMO YMBOL-.' RR RG' ND 11111111111111111 low mune' BOTANICAL. NAME / COMM PHOTINIA FRASERI / PHOTI • 1 . EUONYMUS JAPONICA 'MK RHODENDRON'ROCKE DO . RHODODENDFRON'GOMER NAN DINA'DOMESTICA'COIf HEDERA HELIX'HAHNS' /:H HYPERICUM CALYCINUM /: SOD LAWN � . ■■ i r.._. .......,._ r ,r i ANNUAL COLOR BEDS: � LH I $"x is" Fr-E1..1 T 40116f ;E'TE- f6V E.at H Px'r R (2•42 - 1'oTr.L. PAV EFL SYMBOL. BOTANICAL NAME / COMMON NAME .. SIZE ; ,' • ' , NOTES o ACER PLATANOIDES'EMERALD QUEEN' / NORWAY MAPLE . '2" CAL. B. &`B, MATCHED FORM ... AO ACER RUBRUM'RED SUNSET I RED MAPLE • 2" CA ' B &'B, MATCHED FORM' -; PRUNUS C. THUNDERCL'OUD'S / FLOWERING PLUM' ,; 2" CAL:. B & '• ;B, MATCHED FORM ° BETULA JACQUEMONTII /JACQUEMONTI BIRCH ' ' , ' 2" CAI:. B & B, MATCHED FORM: ACER.CIRCINATUM / VINE MAPLE ;:. 6.8' HT. B'& B MULTI STEM , j .:: PINUS NIGRA / AUSTRIAN PINE 6' HT. B & B, MATCHED FORM O G• CALOCEDRUS DECURRENS / INCENSE CEDAR ' 6' HT... B & B, MATCHED FORM JC : JUNIPERUS C, TORULOSA' / HOLLYWOOD JUNIPER 15 GAL. FULL FOLIAGE ' ' ' IC. ILEX CRENATA'CONVEXA' /JAPANESE HOLLY 24 -30" • .'-. FULL FOLIAGE EA. ;' EUONYMUS ALATA'COMPACTA' / DWARF WINGED EUONYMUS 21 =24 ". FULL,JQLIAGE ,.. P L . PRUNUS L.' OTTO LUYKEN'' / OTTO LUYKEN LAUREL , 18.21" ,, FULL FOLIAGE BV BERBERIS VERRUCULOSA / WARTY BARBERRY 18 -21 ". ' FULL FOLIAGE • • ' ' MA ; . MAHONIA AQUIFOLIUM I GRAPE ' 21 -24" ; FULL FOLIAGE CORNUS.STOLONIFERA/ REDTWIG DOGWOOD ` • '24 -30" FULL FOLIAGE, r' CH . ' , CISTUS HYBRIDUS / WHITE ROCKROSE 21 -24" : FULL FOLIAGE Oat r LANT SCHEDULE IMO YMBOL-.' RR RG' ND 11111111111111111 low mune' BOTANICAL. NAME / COMM PHOTINIA FRASERI / PHOTI • 1 . EUONYMUS JAPONICA 'MK RHODENDRON'ROCKE DO . RHODODENDFRON'GOMER NAN DINA'DOMESTICA'COIf HEDERA HELIX'HAHNS' /:H HYPERICUM CALYCINUM /: SOD LAWN � . ■■ i r.._. .......,._ r ,r i ANNUAL COLOR BEDS: � LH I $"x is" Fr-E1..1 T 40116f ;E'TE- f6V E.at H Px'r R (2•42 - 1'oTr.L. PAV EFL SIZE 15 GAL. 24 -30" 21 =24" 18.21" 18 -21" 21 -24" '24-30" 21 -24" • NOTES B, &B, MATCHED FORM B & (3, MATCHED FORM B & MATCHED FORM B & B MATCHED FORM: B& B;. MULTI STEM & B, MATCHED FORM B & B, MATCHED FORM FULL FOLIAGE FULL FOLIAGE FULL,EOLIAGE FULL FOLIAGE FULL FOLIAGE FULL FOLIAGE FULL FOLIAGE, FULL FOLIAGE RR RG 1 1111111111111111 SOD LAWN ANNUAL 'COLOR BEDS,' (O}) IS "A Is" PPLEL.J Lol`IGf E"i PP•EPcS @ EA-44-1 7F- C xc• - re?TP.L. SYMBOL : : BOTANICAL_NAME / COMMON NAME PHOTINIA FRASERI / • EUONYMUS JAPONICA 'MICROPHYL I BOX -LEAF EUONYMI HEDERA'HELIX'HAHNS' / :HAHN'S II RHODODENDRON DENDRON:; RHdDODENDRON'GOMER WATERER' / RHODODENDRON NAN DINA DOMESTICA'COMP`ACTAt' / HEAVENLY, BA,MBO0 • I HYPERICUMCALYCINUM/ HYPERICUM • FOR M OF PHONE AREA CODE NUMBER MESSAGE SIGNED TO M TO FRO OF • I S A G E PHONEG' PHONED 0,01-a-A6 TI 3J7 ?2V.7 CALL I BACK L.J PLEASE CALL WILL CAL I. AGAIN FORM 4006 WHILE YOU WERE OUT).. CALL r , BACK RETURNED 0 CALI. 4 1 Ok 4 '44 EXTENSION WANTS TO 0 1WAS IN 0 SEE YOU LI TOPS NO. a4 l EXT. e ,, / a FAX 14 / 5 A AREA CODE NO. / AL EXT. efl FAX RETURNED 0 CALL WANTS TO 0 SEE YOU A.M. P M. PHONED RETURNED • YOUR CALL t td_411P AREA CODE WAS IN ED I SIGNECW WILL CALL 0 URGENT 0 AGAIN TIME , MA _16 .245 PM 'SIGNE WILL CALL 0 AGAIN URGENT 0 To_ "Lac) Date l') Time -111:1-D-11-4 PM WHE'LE YOU WERE OUT of na'6 Phone TELEPHONED CALLED TO SEE YOU WANTS TO SEE YOU AMPAD m EFFICIENCY Area Code Number Extension TELEPHONED CALLED TO SEE YOU r>4essage foli AMPAD o EFFICIENCY/ x. l6:51 (to PLEASE CALL WILL CALL AGAIN URGENT I RETURNED YOUR CALL 1 1 Message `( Caf2.3 0 1 / 4112 - I r) Operator PLEASE CALL WANTS TO SEE YOU URGENT I RETURNED YOUR CALL .1 ,. WILL CALL AGAIN 73 Operator `4. REORDER #23.000 To N" Date I Time I ' 6 PM WHILE Y ®U WERE OUT MSmi of Phone Area Code Number Extension REORDER #23.000 A.A.R. TESTING LABC TORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206 t: 81 -5812 FAX (206) 881 -5441 71 180th Ave. N.E. Park 180 Suite C101 REDMOND, WA 98052 October 29, 1991 File: 91 -774 Tukwila Building Department 6230 Southcenter Blvd. Tukwila, WA 98188 Project: Gateway Corporate Park Bldg. 8 Address: 13028 Interurban Ave. S. Permit: 6601 This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of all inspection reports have already been forwarded to you. 1. Resteel /Concrete Inspection 2. Structural Steel - Welding 3. Expansion Bolts 4. Panel Grouting 5. Nailing & Moisture Testing All work inspected conformed to Tukwila Building Department approved plans, specifications, Director's Rule, UBC and related codes and /or verbal or written instructions form the Engineer of Record. Our last report is dated 10 -3 -91, number 2946. Sincerely, A.A.R. TESTING LABORATORY, INC. Frank Foster Field Supervisor cc: Richard Hudson LPN Architects Bedford Properties Stephen Gwinn Association CONSTRUCTION INSPECTION AND MATERIAL TESTING j:AUM .......,....._ ___ OCT 31. 1991 CITY OF TU►`vviLA P LAl'lh�iNG QE i CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 0 i ? 9 -'7 9 -a'e 7 ,a V �. OAT AT . 60 7 (0 I.8 1 10 -K5 ARCHITECT v I3z.._ 1'0 0 q 42cro (-(1-I y l� 10131 1 °15 Se _ llU� I OCT 21 19 CITY OFTUIC) / DLANNIIV(a v FIELD TEST DATA TRUCK SAMPLED Ia 6 1 TRUCK TICKET NO. 94/ gs TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 0 j3 O J `' �. OAT AT /‘2 AM PM 7 1( 63 V ARCHITECT v CONY 0 S RACTR r DATE, 49� FILE NO. -72 ei 9 / -' :- ECT "fLi1.4 ill 1 /,i" � � 6 . tair ADJUSTED WEIGHTS LOCATION ,� �p 50,17 'yl l/Jr /� /1. BLDG. P N O 0 if OWNER - 0 WEATHER �rC rL TEMP �. OAT AT /‘2 AM PM E / /P yt�/? 7 w)s0 A) C.' ARCHITECT v CONY 0 S RACTR r BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT -7rJS1--" FA. - 0 CA. WATER C.' TOTAL A A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 f0, ( r c ATM' /5 i9 #471/7 / 7 2 Aim/hi / art.. 4 /0 7 TO: COPIES TO: MIX NO. 7t:/ CYLINDER REPOT COMPRESSIVE STRENGTH SEE FIELD REPORT NO. CONCRETE: PRODUCERS AEA PLACEMENT AREA & NOTES • .. -� (� A.A.R. TESTING J A, f\ 4 SG-A . �C� �f V`tr s SIGNED: 4 I - 27 J I b -17 -11 CEMENT --' CU. YARDS PLACED (31 -- INSPECTOR: DESIGN STRENGTH 49 ORATORY, INC. 1 IILA PT. R,IC ARD HUDSON & ASSOCIATE N4C. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206- 324.6160 October 31, 1991 Paul Coppock LPN Architects and Planners Inc. 1127 Pine Street, Suite 300 Seattle WA 98101 Re: Gateway Corporate Center ike Tukwilla, Washington Dear Paul, Per your phone call it is my understanding that the concrete closure strip slab along grid C3 of the above mentioned building will not be poured until the space has be leased. I have reviewed these wall panels and fined they are capable of spanning between the footing and the roof. Therefore its is structurally acceptable for the closure strip to be poured at a latter date. Sincerely, �L Chuck Morris, P.E. AO NpV understand that the Plan Check approvals arr t.;;ti:Gl 111 errors Ar (1 OmissiC(i and 3! prt;V.. {;., yy., ,:, ar;�lation 0 dll'Ianc ` :, ::.,� of ...r.......... L: 2 L LL RECEIVED CITY OF TUKWILA NOV b 1ywl PERMIT CENTER DATE kl MP) PROJECT NAME GPeretki ADDRESS CONTACT PERSON TYPE OF REVISION: SHEET NUMBER(S) SUBMrrTED TO: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * ARCHITECT OR ENGINEER o4c, L i rE D J e PERMIT NUMBER (01001 (If previously issued) PLAN CHECK NUMBER _Arm, 1r9JPdJ• (DVJT; "Cloud" or highlight all areas of revisions and date revisions. PHONE S ' LI OS - PVITATECC4 q 49 • C ITY OF 1U0 - �U ?ZDINC t71V1S1(�1'� u t1w K e w 11)iII PeAT ^ , _ OQQ *COVED +}Er C C11'`( QFTUKW11 - • NOY b pERMtT CENTER DATE TYPE OF REVISION: SUBMITTED TO: PERMIT NUMBER (12(00 PLAN CHECK NUMBER SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. CITY OF TUKWILA. 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (If previously issued) OCT 6 1991 PROJECT NAME GI:n(4 m Ck� T111 YI/ltli� \ ADDRESS I f? 04 P I t Of2 & CONTACT PERSON t mZ� PHONE 241 -II (P) * * t MLA REVISION SUBMITS' L Ii ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS MODIFIED PROJECT: &AreGVAI CACIZP: C.-67Vreg, efti/A0/A). ee4 • OWNER Vt] ARCHITECT cm- CONSULTANT [43 CONTRACTOR ce,i FIELD [ 3 OTHER . ra C4IV e Ineityt.44- OWNER: PPE. TO: /14/iVAli (CONTRACTOR) 77/711,Ate4/ ~Mt/ Wei6 / 1‘, AVO N-1 PROJECT NUMBER: AM) '7 Virile: Miter lev CONTRACT: i DESCRIPTION: ---PaRaf/W—Mk AteceMAlticiete. 1141ir 04cMi? 0/14/T7 ep epAi O4AcVA16- ,Pet? iNtigie§ cokye__E-77___e 2 .. GC.CeWA 6776 /9-A9A)6 /O Clivok tom wog/c, ce/ov4se ro &- CoA4PLeMe Wf ff/ rat4 /044/ 1410, RE,'? aRt-4770A/, 00/U7YA1&• c. O& cp./(hc2p-lo DR 670PS MA 4. oWtc ktioAk, CO/UNb MAO OR q T STOPS Foidg coinOSF• (91a. /12i' RA9VP Ce/ht 7v $3$e PV 141 WA/Altir /41PROW W�/e/ Pag nMJ t7/W t R.- /1 /4/6/44770N 4' mem., 57 141-016- 6RIP ) 6'1 clyka A Fkat she WO/V< rtem4tiV6 ir) 10 COMPi-a 01711 TAVW7 / 4 pRavmq AlaRk F/2 Ofrikile&g PlRe-G770k eai14'/1G-- ATTACHMENTS: ISS BY: S•& PLANERS ait !E ED: LPN ARCHITEC HITE T -7/ ARCHITECT'S SUPPLEMENTAL INSTRUCTION NUMBER: DATE OF ISSUANCE: 0Orre&R-- /5, /411 ARCHITECT: LPN ARCHITECTS & PLANNERS 1127 Pine St. Suite 300 Seattle, WA 98101 r ACCE BY: CONTRACTOR DATE .....4 174 11) _ tr........i . i CITY OF TUKWILA 6200 SOUTNCENTEA BOULEVARD, TUKII'lLA, WASHINGTON 98188 August 16, 1991 Daniel K. Balmelli, P.E. Senior Project Engineer Barghausen Consulting Engineers, Inc. 18215 72nd Avenue S. Kent, WA 98032 RE: Gateway North, Buildings 8 & 9, Landscape Irrigation Plans (Plan Check Nos. 91 -059 & 91 -060) Dear Mr. Balmelli: The Public Works Department has reviewed and hereby approves the referenced plans submitted as part of your development. Please ensure that the center of the pumper discharge port on the hydrant is not less than 18" from finished grade. Field work shall be coordinated through Greg Villanueva, City Utilities Inspector. Please contact Denise Millard, City Permit Coordinator at 431 -3672, to have the following permit prepared for pickup: Landscape Irrigation Permit (Permit Fee = $25.00) If you have any questions, please call me at 433 -0179. Sincerely, John A. Pier•• ' P.E. Associate En•Jneer Public Works Department xc: Greg Villanueva, City Inspector (w /site plan) Permit Coordinator Development File: Gateway, Bldg. 8 & 9 Read File Enclosure: Approved Plan JP /amc:7:gate8 &9 PHONE k (206) 433.1800 Gary L. l•an1usru, Aluvor DATE S e FILE NO. 91 - 11(} PRCU cT / ADDRESS J /3o ..7,14e,•,:rIn n 4kd S'. BLDG. PERMIT NO. OWNER WEATT-IER"' L vc.`e.wStr TEMP AT AT AM PM ENGINEER ARCHITECT L Ply' Pr-eh-rice. 4 CONTRACTOR SGT? P L A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: BC Ol4'T ? IOper1I b I LA: cacti lc L014 ATTN: INSPECTION PERFORMED: ® RESTEEL IN CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): ST AR 1-c 441. e ( 146) Oun,P - r - c2 t eL1( C pe"'t: s� SUPPLIER (. 'L C N'r1 MIX NUMBER 7 011 GO CYLINDER REPORT NUMBER SLUMP 7 22 AIR CONTENT ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. ® YES 0 NO 0 SEE BELOW REMARKS' U,1Urc4 Or. 10"7 `lgl 1 -M l 3 Gs._`‘‘.5 p1rrcrcrl 4341 FIELD REPORT`° SIGNED: PRIOR REPORT O FOOTINGS O AUGER CAST PILING SI SLAB O WALLS O COLUMNS ® OTHER l h Date or Plan Number N2 5966 FR a CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH NUMBER OF SAMPLES CAST Gr - X l a TOTAL CU. YDS. PLACED 1/ CONCRETE TEMP 7'/ i 7 G ° TIME "7;05, F. °5 1D1.771e 1 /)'ICL 11Cc,I I L H/ y 56r CC'. INSPECTOR. A.A.R. TEST N ORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. - 1 t 10(0 7 7 1 7 ti x. l 2. 2_0 - 0 25 0 0 30 L- . m L i. /i -I 01 g'- ..z s ) I Z� 9CO � V i'If.4 2'6 2-8 1 2:7800 6 15ZO FIELD TEST DATA TRUCK SAMPLED /,r TRUCK TICKET NO. A2 1., 33 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 7. `'/ ° /Z 2_0 - 0 ARCHITECT 2 - PA/ Aer!,rl. L- . m L i. /i 729 S ,5 v_c 1 Ae2. 7t 1 ,A TOTAL DATE 7— 5' —S/ FILE NO. 9/— 7 7 y DESIGN WEIGHTS PROJECT 6 7 ,Gr, y CdkPo,P I1 R L# -- 8 ADJUSTED WEIGHTS LOCATION 6 . . BLDG. PERMIT NO. rr At. - S OWNER FA. WEATHER ' • 31 r',/i/s17 r– TEMP O AT C b �S S AT 4 AM PM ENGINEER iii' h' en Af-e )1-n.0 2_0 - 0 ARCHITECT 2 - PA/ Aer!,rl. CONTRACTOR S° ..4,stn L.' . v_c 1 Ae2. 7t 1 ,A BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT y FA. /og' v C.A. 2_0 - 0 WATER 2,„6. -6--- TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: ir 77.E =021> / ./ ATTN: ,ZSd f7 /-65;e7 / 2. 7 2C.2 4,4- sA7)4' J)/ -/ O 7 COPIES TO: MIX NO. 4 5'4. I'J' Ic CONCRETE: ("74.0) 5 :LINDER REPOR C' COMPRESSIVE STRENGTH PRODUCERS AEA ADMIX kli44.4, f Z CAC1 2 PLACEMENT AREA & NOTES CEMENT �LL A po Ae INSPECTOR: SEE FIELD REPORT NO. /s3 y N° 4223 CR CU. YARDS PLACED 6 DESIGN STRENGTH �rlJ U j A.A ESTI G BORATORY, INC. SIGNED: ✓ v fZ _ ---, 1 I sr -1 , �J DATE 8-6-F/ FILE 9 / 7K / PROJECT (4P7 �19Y ,eA_ 8 ADDRESS /..3 2u/974 /4 B1 //L1L,Iy /GG/JP ERM� OWNER WEATHER �.0 /,y TEMP ,, AT 7.3 0 AM AT PM ENGINEER / e, 4 ,Aunt ¶OA/ ARCHITECT L- ./V )42C/I CONTRACTOR 777.', r;.W..e. 4' ,4ssae A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: �C�,, & T' /' Peop.= ATTN: / 2 7 2 a 4 L #/0 7 INSPECTION PERFORMED: COPIES TO: -- 5 1 6<A)..) �c ?, i \l r rtoc?e -t tx. FIELD REP ORT ® RESTEEL GI CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER SUPPLIER ( f ( MIX NUMBER v,0'1 J - CYLINDER REPORT NUMBER `/. ? - 4 /3y SLUMP C'- 6 AIR CONTENT PRIOR REPORT N_ 5882 FR O FOOTINGS O AUGER CAST PILING IIk SLAB O WALLS O COLUMNS O OTHER LOCATION(S): ,/Z � 6,t) A4 � L . %r/ r - / 779 Z Z) j< O CONCRETE 0 GROUT DESIGN STRENGTH ,moo© NUMBER OF SAMPLES CAST (a -h X 17 TOTAL CU. YDS. PLACED J .�� CONCRETE TEMP 7s - °49 TIME 790 —,VO ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. 0 YES 0 NO II SEE BELOW 0 MORTAR Date or Plan Number REMARKS / 4 .e? 7e fie .1107 174 c)4- . )f J It.) • c/f5A(Je,- ,=/1v vl ,4- (e.) (1c!;4,1) �) L 4 - 0/7/O C • 5 A- INSPECTOR• A.A.R. TESTIN LABORATORY, INC. SIGNED: CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. F5 '' % - 7-9/ r8--1 ^ 7 /J 6 v/ 2 WEATH �9�i�7M. ,.... 9,2. ado 32 90 CO i i ° r - 5' - 1/4 74 IM a z.;3 2g ARCHITECT , 0 0 iii CONTRACTOR S, FIELD TEST DATA TRUCK SAMPLED i®_'; TRUCK TICKET NO. 7e2t,c4g TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR -�, s ---f' WEATH �9�i�7M. ,.... TEMP 4 /e0 / 7 CO i i ° — 74 IM TOTAL ARCHITECT , 0 0 iii CONTRACTOR S, DATE 7 •3 /- F/ FILE NO. r/ - 77(71 DESIGN WEIGHTS P'. ECT /J tiAr ,Jr, g4Z-4 CEMENT LOCATION BLDG. PE NO / elg4 OWNER C.A. WEATH �9�i�7M. ,.... TEMP 4 /e0 / 7 AT AT o AM / PM EN ER 6 (70- O 74 IM TOTAL ARCHITECT , 0 0 iii CONTRACTOR S, BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT [00 FA. / elg4 C.A. s WATER �J+ TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: A4 7 n.-o fit./0p/4'1- &. I/o? ATTN: _ -AEC, Si/41A yiLL MIX NO. 7g kil CONCRETE: UNDER REPOR COMPRESSIVE STRENGTH PRODUCERS // AEA. ADMIX Oa' i CAC12 PLACEMENT AREA & NOTES INSPECTOR: SEE FIELD REPORT NO. N2 4402 CR CEMENT _ � - r � ' CU. YARDS PLACED % �1 DESIGN STRENGTH 7-41-0(2 dDO 7,,,J.6-- v 4) &;cl` 3 4- � o /<. o ti A ;, COPIES TO I u.k W %1q - 2,k - o .1-uc gym L-PN 5&P> 11,4.. • ..•., r- _ A.A.R. TESTIN ABORATORY, INC. SIGNED: DATE 7 7 2/ FILE NO. ,/ - 7/'Y PROJECT Ci91 r.)v9y' Coy ice/e 4m 0.i -,oe 6' ADDRESS /36- /4vT u 2 J'?/a,0 407; : • :BLDG: PERMfr NO. OWNER WEANER' " "° r9tJG /a,t TEMP , AT 91 0 ° AM 5S AT PM (ENGINEER .SAC la .54J ?j () A) ARCHITECT J. P M 6; rivl 4-ss o C. CONTRACTOR .,„,,S.'7.7-7:".417.1/ w / ;�w A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: 27'' a ./ >? ATM: 2 6 / i T / 77Z () 417 -7#»4y Z:7.P. INSPECTION PERFORMED: (FIELD REPORT 3 RESTEEL 6l CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER SUPPLIER C MIX NUMBER V /8YGc) CYLINDER REPORT NUMBER 4 /.2...2-3 SLUMP 11 lZ AIR CONTENT REMARKS' COPIES TO: A1,6 6. Irks •� , ec Orok P/o.F4At`e.s S PRIOR REPORT N_ 4934 FR SI FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER • LOCATION(S): , .o ecX•u.+ "4A4S .17 re / ?log 2 T l o"J (C • • a ® CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH Ste° v NUMBER OF SAMPLES CAST 3 — k' z. TOTAL CU. YDS. PLACED .34 CONCRETE TEMP 72- 6) TIME F: zS' ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O YES 42 NO Date or Plan Number •"- INSPECTOR' A.A.R. TESTIN BORA -TORY, INC. SIGNED<2 DATE /8 7Z y /99/ FILE NO. 91 6:'9 PROJECT & 4 MM/A V ''` ADDRESS A /3e ..p8 .. 7 , 5 , 'BLDG PERMITIO. OWNER W rIiER `: / y Le v../.0)/ TEMP o Al 6-8 T ;OOAM PM ENGINEER c/7/ 64os0/0 ARCHITECT Avehz CONTRACTOR 576"°/ 90 64.(//ivA) I lisso_, ATTN: A :A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: eI�f 1 D / oice72 &.a Ate 7" x'47 W41 D . 'lb/d 7 ��77Z , 10A . 98/66 INSPECTION PERFORMED: (FIELD REPORT RESTEEL CONCRETE MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): (,c..aw,FE 57 l P rt. ' I -'/M/) 6064 tee/U M y DA/G. •eht1 E A 0,4 . 70 44 ' /Z � ,4. ' »6 .CiNe / Pfl e m ,4 -ro L, .4,- A P IR O M SUPPLIER C CE4A/ CONCRETE 0 GROUT 0 MORTAR MIX NUMBER ,5 .0 '/b1i D SIGN STRENGTH . -?OOO CYLINDER REPORT NUMBER 4 / 11 '/' 7 NUMBER OF SAMPLES CAST 3 '6 X /Z s N ,� SLUMP AIR CONTENT TOTAL CU. YDS. PLACED 7" ZS CONCRETE TEMP 44 c TIME 8' OOA ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. (YES 0 NO Date or Plan Number REMARKS GO^ g�,ASE.Q 4/ Stir , �A Nu,4LL �O J .44T�1�, COPIES TO: — 1 - 4 kw%lcx TPW5. , J R. 4tAckcbt INSPECTOR' L v Srsl4 e • • . Pro. • A.A.R. T —2.Z'I( SIGNED' N_ 5141 PRIOR REPORT 2/9 FR O FOOTINGS AUGER CAST PILING SLAB O WALLS ) 0 ?/ COLUMNS OTHER Co<UiuA) 6A C,4 74e -- Ar - 5 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 1 t ' ' , 7- 1 !l5 xi z WATER 210 30 `I' m �l �� 0`1 575 S 3-( z 8 f ) FIELD TEST DATA TRUCK SAMPLED / , cy TRUCK TICKET NO. 7 A j,.3 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR !l5 `'1 �z WATER ARCHITECT L P A/ A-12n . `I' m 7.1 575 S rc )A .5$'7tI f�i C' /A)A) DATE 7 9 - sue FILE NO. s/ - 7 7 y DESIGN WEIGHTS %-t.) PROJECT . e . e s r - • �O.. Ar : I...1 ADJUSTED WEIGHTS LOCATION /3'c ., J 4/ /?i?,97IG BLDG. PERMIT NO. ,4 .5 it 0 OWNER WEATHER '`'' " "Y' /l. Chtf r- TEMP a AT .5" 0 b ∎5 S AT 9 AM PM ENGINEER /0C #707eD ,. re) 1J WATER ARCHITECT L P A/ A-12n . CONTRACTOR /� .4.,< (-6 0, rc )A .5$'7tI f�i C' /A)A) BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS %-t.) % MOIST ADJUSTED WEIGHTS CEMENT FA. it 0 CA, z0s-0 WATER 6 -5-- - TOTAL TO: (7 A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 AT'IN: C�f� f, .6444 2 7 2 c? 4.4q i,J19y . -/ 0 .,57c —i /7 , ; ?,4/ q MIX NO. / ' u) CONCRETE: ( PRODUCERS AEA. PLACEMENT AREA & NOTES BtLINDER REP O1 ADMIX. k b414 .�� SEE FIELD REPORT NO. COMPRESSIVE STRENGTH CEMENT CAC12 C170 I L t , i 7 a,., A j ' 4 rr.2 e y 'ate, 4 h.,' INSPECTOR: VS-3 V CR N° • 4223 CU. YARDS PLACED 6 DESIGN STRENGTH �S"'V a } 4n) i< • I,r.•■■•■• I r I',0 c r. COPIES TO: 1 iA W.21L r ,r� _ ► _ - 1 fi r- t A.A.R. ESTI G BORATORY, INC. L.P N I� rr v, 5 G 1-7-011 SIGNED: -7 -01 I SIGNED: CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. Gob C //6 Ce 7 o) /Z Zoe St-110 0 132_500 '5060 Lfl i0 .---..K 6-.80 SS° "1-1(p zg 6.t ► 7 -l& Ai3 f3l /( FIELD TEST DATA TRUCK SAMPLED / TRUCK TICKET NO. 95 36, b TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR e o ' � of Zoe .---..K 70 SS° TOTAL DATE /6 iii/V /C9/ FILE NO. 9/ /o g PROJECT 64 ,EM' 4 j /Joe rJ (BW& ` tk 5 ) LOCATION 34/16 S / /G 72 / T 4A.M -4 BLDG. PERMIT NO. OWNER WEATHER ,S1w.'J y TEMP AT BIISAM S8c AT PM ENGINEER RiCl+I ..D 4 U.. /\) A CHITECT e I LS DPW ID {c 1 r%) k) 45,0e.,, . CONTRACTOR 5r PI � G IA) I BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 5/70 FA. /`L4 CA. / T Zoe WATER 7 TOTAL A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 • To: FO .b 4 O IL T ATTN: Pori f^1dZT 12,72 6747F14.JAy L 44 1Di MIX NO. ' I / "YLINDER REPO ;T PRODUCERS CONCRETE: lEA-IN) QA 6 - c yC/p r . 2 AEA. ADMIX CAC1 PLACEMENT AREA & NOTES COPIES TO: 1 kw & .:1 9* :z ct c 1 1u1.00 L P L :) , - I� r - � -1 -'.I l� i. (e_ q I COMPRESSIVE STRENGTH SEE FIELD REPORT NO. 39c3- CEMENT yf N_ 2782 CR CU. YARDS PLACED . DESIGN STRENGTH 3 � ez_osue.6 St72 / P 4p 4 S - ) Secs- CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. (,S t 6-/.g 6 7 6 z /760 8‘, 76 C 3 ©76 6' -- 6“3 /AI J iZ 1 .2-8 ItSG000 &ow ��$ I �1 l Cr 2-8 I IZ `i2. oo &.1500 FIELD TEST DATA TRUCK SAMPLED / 26 TRUCK TICKET NO. 176 3 g L,/ // TIME _K (° 7 72 • � 7� i3 %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC ENGINEER E A / ( ' , p 1•'3 SLUMP / 7 `' /760 CONTRACTOR . 4yL Ar7 6' -- 4 / /AI J iZ TOTAL DATE 6 if -/ FILE NO. i — 20) PROJECT /e / LOCATION 1. 60 60 _K (° 7 72 • � 7� i3 ege 6 /R PL • BLDG. PERMIT NO. / OWNER WEAtkeR ` } (..4.-A1-- FA. TEMP AT 8..,36gM (.57.24 AT PM ENGINEER E A / ( ' , 4/c4) - ARCHITECT /760 CONTRACTOR . 4yL Ar7 BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHT$ % MOIST ADJUSTED WEIGHTS CEMENT / FA. X4'2 7 CA. /760 WATER gye/?z- TOTAL C - A.LINDER REPO A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO_,(2 f} 2Ay -- / ]Tl C ATTN: Fe) T.1 k l' 0 ,)A/4/' ‘/‘ / ` /4!/f= ,c7/;7 s 474: / Le- ' 99/ MIX NO. 0 FX COMPRESSIVE STRENGTH PRODUCERS COPIES TO: AEA. 3' /C-:;2P/Slei? ADMIX CAC12 96 DESIGN STRENGTH (....? PLACEMENT AREA & NOTES S.L.,4 N. 5 XL- 7 ZZJ 1V f D 3 AR /a , O P 7) A, o- -PS" E 7 D . 3 /9 7t) i4 . 6 . S o / A Tk-V / t1 2 & fl WI PO ,I? t • CONCRETE: rYfi�i�- S ■ INSPECTOR: SEE FIELD REPORT NO. A.A.R. TEST 1 -) -9,1 SIGNED: `/ N° 4263 CR CEMENT CU. YARDS PLACED •S S� ABORATORY, INC. PERMIT NUMBE DATE Jail [0 MI PROJECT NAME ADDRESS * * REVISION SUBMITTAL * * ARCHITECT OR ENGINEER PLAN CHECK NBER TYPE OF REVISION: SHEET NUMBER(S) CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 to2o9d ir.YrrAVPAL. kva S CONTACT PERSON Vb0P7 4-t.pactr- PHONE 1241 - 11 (If previously issued) Arl Air 1).-ratt C° e) £41Ser 6- 9 ) 'Cloud" or highlight all areas of revisions and date revisions. V;01 P tN\ * G L t nb 14 afoi-- SUBMITTED TO: 1\11/X:A) eiVILDIMCV Vt „ " J 3 11991 ow_ L I i ',' ' ■ ;.) ,,.,, ,: ,„ 1,,,,, ', 1 PI A l'oi-:y _ , _ .. ,.., %.,....,.■ ,, i. ,, .......,.,,,,,.,:,.,_._....................... 7 Architecture and Nailriing Leoson'Pomeroy Northwest,:lnc.: Royce A: Borg,,A,tA.:' 1.127 Pine Street;'Sul e 300 Seattle, WA 9840 1 [206).583.8030_ • TRANSMITTAL To: City of Tukwila Date: July 29, 1 991 6300 Southcenter Blvd. Tukwila, WA 98188 Project Name: Gateway Corp. Ctr 8/9 Project No: NW 90052 Attn: Ken Nelsen Building Department Re: 'Permit #6601 & 6583 Description: Remarks: 1 copy Revision Submittal Building 8° with wet stamps per your request 1 copy Revision Submittal Building 9° with wet stamps per your request. ❑ Sent per your Request ❑ For your Use /Reference ® For Review and Comment MAIL ❑ For Approval . ❑ For Distribution Ex For your Records ❑ Other: By: • Paul Cappock. cc: Bob Hart George Minniear i Jul 1 1991 Particip nts: Phone ConVersation Ig] In-Person Meeting U Location: Summary: W ••■■• Action Required: RECORD OF CONVERSATION! LPN/ROYCE A. BERG ARCHITECTURE AND PLANNING 1127 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 583-8030/583-0708 (FAX) ••■••Wel.•■ ■■■•■ • •Www.••■•■•■•■•■••■•1•1*WOM Lpf BY: epol. cc: kOSIM KRA-AilD4CA:N vii,- Cbry07 Aoar Date: Project Name: Project No.: Subject: `. 0.,MreASk )0t.3 o to)v t Cct.w. • Oolii 22M t G•KIWPix? c, Initiated By: 1/4 ' k :• 14 1. 9 A 0 I. C LI.1 Mt • • . Iik uD106-5 or INAVM ■11/4) 417ninirigim mita 1F,A1. a. - to 1•■ •Alt • to! to )4 urom, 6 TP OMI••■■••■■•••■•••■•■■••■•■■•••••WAWYMWW•••■■■• CITY OF TUKWILA 6. (OW SOUTIICENTER BOULEVARD, TUKWILA, wASIIINGTON!))UH8 PIIONE 4 (LO(il 4 :rr• MW Plan Check #91 -059: Gateway Corp. Center Bldg 8 13028 Interurban Av S THE FOLLOWING COMMENTS APPLY TO AND BECOME T OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 01 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 - 4722). 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 (277- 7272). 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. 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. Gary l.. Van1nsrn, Mayor Gateway Corp. Center Bldg 8 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. 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. 14. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 15. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 16. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 17. All wood to remain in placed concrete shall be treated wood. 18. 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. PAN REVIEW COMMEN fiS �D I Plan Check No.: 9 I o9 Project: GATE W4`t' _ L REQUIRED INSPECTIONS X . No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. X Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4722). Electrical permit shall be obtained through the Washington State Division of Labor and industries, and all electrical work will be Inspected by that agency (277 - 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. y When special inspection 1s 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. All structural concrete to be special Inspected (Sec. 306, UBC), "t! All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high - strength bolting to be special inspected (Sec. 306, UBC). X Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. • 13. Engineered 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. y . 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. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -on prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. , 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. • 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. k , All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. • 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. CoNGRio'rE 12. W SLp1 Nl, 13. BOL f 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final PAN REVIEW COMMEN fiS �D I Plan Check No.: 9 I o9 Project: GATE W4`t' _ L REQUIRED INSPECTIONS X . No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. X Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4722). Electrical permit shall be obtained through the Washington State Division of Labor and industries, and all electrical work will be Inspected by that agency (277 - 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. y When special inspection 1s 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. All structural concrete to be special Inspected (Sec. 306, UBC), "t! All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high - strength bolting to be special inspected (Sec. 306, UBC). X Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. • 13. Engineered 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. y . 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. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -on prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. , 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. • 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. k , All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. • 25. A Certificate of Occupancy will be required for this permit. PROJECT: GATEWAY PHASE V/TUKWILA January 24, 1991 3132L.001 qrt L FEB 1 1 19911 MAHAN & DESALVO, INC. COMBINED LEGAL. DESCRIPTION FOR BUILDINGS 8 & 9 PROPOSED GATEWAY CORPORATE CENTER RECEIVED MTV (W TI IKWILA FEB 7 1991 PERMIT CENTER That portion of the Stephan. Foster Donation Claim No. 38 and of the C.C. Lewis Donation Claim No. 37, in Section 10, 11, 14, and 15, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: COMMENCING at a point which bears North 40° 01' 05" West 920.15 feet from a monument at the point of intersection of a curve on the centerline of the Duwamish- Renton Junction Road, said point of intersection being approximately 1000 feet East and 20 feet South of the quarter corner between said Sections 14 and 15; THENCE North 49° 24' 00" West 835.00 feet on a line parallel to and 150.00 feet Northeasterly of the centerline of said Duwamish- Renton Junction Road, to a point which bears North 81 ° 44' 15" East 199.17 feet from the point of curve on the centerline of said Duwamish - Renton Junction Road, said point of curve being approximately 1200 feet North and 440 feet West of the quarter corner between said Sections 14 and 15; THENCE South 40° 36' 00" West 20.00 feet to the Northeasterly margin of the right -of -way of the Puget Sound Electric Railway, as established by deed recorded under King County Recording No. 310898 (and now known as the City of Seattle Transmission Line right -of -way); THENCE North 49° 24' 00" West along said right -of -way 980.29 feet to the TRUE POINT OF BEGINNING; THENCE South 49° 24' 00" East 400.00 feet; THENCE North 40° 36' 00" East 702.10 feet; THENCE North 49° 24' 00" West 325.00 feet; THENCE South 79° 15' 35" West 12.81 feet; THENCE North 49° 24' 00" West 67.00 feet; THENCE South 40° 36' 00" West 692.10 feet to the TRUE POINT OF BEGINNING. A' CITY OF T UKWILA f' SOC'77ICE.V 1101'l.EV T1.'KU VILA . WASHINGTON 98188 May 14, 1991 Mr. Dan Balmelli Barghausen Consulting Engineers, Inc. 18215 72nd Ave. S. Kent, WA 98032 PHONE a (20';) 433•1800 RE: Site Address: 13028 & 13035 Gatewa Dr. Gatewa Bld•s. 8 & 9 Utility Permit Approval PC# 91 -059 & 91 -060 Dear Mr. Balmelli: The Public Works Department has reviewed and approves the site plan, for the above mentioned development. This approval is for Public Works review only. You are referred to the Tukwila Fire Department and the Department of Community Development for their approvals. All utilities serving this site, including power and phone, must be installed underground per TMC 13.08. Please call Denise Millard, Permit Coordinator, at 431 -3672, to have the following permits prepared for pickup: 1. Fire Loop /Hydrant Permit - 8" line (Permit Fee(s) = $50.00) These permits are for the installation of the sprinkler vaults, one for each building. 2. Sanitary Side Sewer - 2 ea. (Permit Feels) $426.30 - see attached schedule) These permits are for connection of the two side sewers to the existing private main. The fee stated is the total for both permits. Special connection charges are waived due to prior participation in LID 5. 3. Water Meter - Permanent - 2 ea. (Permit Fee $2,400.00 - see attached schedule) Grry l.. l'unlhrern_lkl. �r May 14, 1991 Dan Balmelli Page 2 These permits are for connection of the two water services to the existing private main. The fee stated is the total for both permits, and includes a deposit. Special connection charges are waived due to prior participation in LID 8. The in -line check valve, located at the southern corner of the property, must be replaced prior to this new use of the main. Please contact Ted Freemire, Superintendent of Division I, for more information in this matter. 4. Curb Cut /Sidewalk /Access (Permit Fee $25.00) The Developer as part of this application has provided the Traffic Inprovement Agreement for future mitigations as a result of this Development, signed, which will be sent through the Utilities Committee and to the Council for the Mayor's signature. In the course of this project and the BLA process it was discovered that a triangular section of land at the southwest corner of the proposed property (Building # 8) requires a sidewalk linkage between Interurban Avenue South, Gateway Drive sidewalk and the end of the proposed Development. This proposed linkage will be provided and revised plans submitted to the City upon the Development's acquisition of an easement for said sidewalk across private property of others and /or a revision to access with the extension of the sidewalk in Gateway Drive to link proposed sidewalk as part of Building 8 & 9 Development will be provided. Prior to request and construction per approved plans to the City prior to request for occupancy for Buildings 8 & 9. It is assumed that the right -of -way for this sidewalk on Gateway Drive will be provided as part of the BLA process. If this does not occur as part of the BLA then right -of -way will be provided prior to request for occupancy or final sign -off by Public Works for this Development. 5. Storm Drain (Permit Fee $25.00) Parcel #00 -04- 8000 -17 is rated category 05, and parcel #00- 04- 8000 -15 is rated category 06, for the Surface Water Management Program. Your project may change the impervious surface area sufficient to merit reclassification. Please complete the attached Informal Adjustment Request Record, requesting a rate change, and provide the supporting survey. 6. Flood Zone Control (Permit Fee 550.00 May 14, 1991 Dan Balmelli Page 3 This permit Code. Your adoption of development The attached flood certificate must be completed and stamped by a Washington State licensed surveyor, prior to the issuance of a certificate of occupancy for this development. The certificate must state that the finished floor elevation for the building is at least 2' above the 100 year flood elevation of 13'. 7. Hauling (Permit Fee $25.00) Prior to issuance of a hauling permit, the contractor must furnish the following: A. A 1 -year, $2000 bond for street repair. B. A $1,000,000 insurance policy naming the City of Tukwila as insured. C. A route map identifying all city streets to be used. 8. Grade & Fill - 4,800 cu. yds. Permit Fee $185.00 This permit is for the earthwork portion of the soils engineer of record is required to certify fill and the bearing capacity of the foundation and sedimentation control shall comply with the may require additional measures if erosion and siltation are not completely contaianed on site is required to monitor runoff from the ;ite and of any off site visable siltation. project. The the placement of soils. Erosion plans. The City subsequent . The contractor notify the City is issued under Chapter 70 of the Uniform Building application was accepted on 2/7/91, prior to the the current Land Altering Ordinance. This is therefore vested under the older law. 9. Landscape Irrigation (Permit Fee = $ 25.00) Landscaping required for this development is also required to be irrigated. The contractor or property owner must submit a landscaping irrigation plan showing coverage of required landscaping, point of connection, and a DOH approved double check valve isolating the irrigation system from the potable water supply. Please submit four (4) copies of the irrigation plan, with a utility permit application requesting a water only or deduct meter permit. This must be accomplished and in place prior to a certificate of occupancy. 5■ May 14, 1991 Dan Balmelli Page 4 Please complete the attached copy of the Non - Residential Sewer Use Certification, and forward a one copy to Metro and return one to the City. If you have any questions, please feel free to call me at 431 -3673. Sincerel \.+ Phil Fraser, Senior Engineer Public Works Department Enclosure(s) Plan, METRO form, Dev. Agreement, Flood Certificate RSH /arc:RSH06:gate8 &9a xc: Greg Villanueva, Inspector - w /site plan Denise Millard, Permit Coordinator METRO, PW Read File, Dev.File: Gateway Dear Sir: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #91 -059 (513) Gary L. VanDusen, Mayor March 19, 1991 Re: Gateway Building #8 - 13028 Interurban Avenue South 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 cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet 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 signs shall be installed at required exit doorways and where otherwise necessary to clearly *,"A City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108) 3. An approved automatic fire sprinkler extinguishing system is required and shall be designed, installed and tested. (City Ordinance #1528) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1528) Local U.L. Central Station Supervision is required. (UFC 14.105) 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) Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 1 shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the building. (UFC 10.207 as amended) All hydrants and all surface access roads shall be City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 3 installed and made serviceable prior to and during the time of construction (UFC 10.301) Yours truly, cc; T.F.D. file ncd The Tukwila Fire Prevention Bureau Gary L. VanDusen, Mayor VI.-VV VVrIYI IVVI I.VI ✓VVIY -MI Y, • r1I - -..M --• • VV .VV .. • . _ r 0 � . . :, ...'::. (206) 433 -1849 ':••... , :: i. o K. M UILDING PERMIT FEE • *t :< p :or.. . ' • ` • `'' : MISIMINIEMIll ifignaMMEMBIMWM 1111115101111MM ; µ• ' - PLAN CHECK Cl �. O NUMBER " APPLICATION MUST _ BE F i ; LLED OUT :COIRPLETEL Y; P A : CHECK FEE ;':.. ► UILDING;` SURCHARGE ERGY SURCHARGE:' • • TOTAL + SITE ADDRESS SUITE # 13028 INTERURBAN AVE. S. VALUE OF CONSTRUCTION - $ $544,896 PROJECT NAME/TENANT GATEWAY CORPORATE CENTER, BUILDING 8 ASSESSOR ACCOUNT # 000480 - 0017 TYPE OF All New Building • Addition • Tenant improvement (commercial) ❑ Demolition (building) WORK: 0 Rack Storaoe ❑ Reroof ❑ Remodel (residential ) 0 Ot r•, ----- - DESCRIBE WORK TO BE DONE: CONSTRUCTION OF 1 —STORY SHELL ONLY IL Jh `; : , ,!-• : !.3::1 11, i::�� ._.- 17,200 SQUARE FOOT RETAIL BUILDING 1 {�\ • .::ai' j ' BUILDING USE (office, warehouse, etc.) . • RETAIL MA -'° ,' NATURE OF BUSINESS: CONSUMER SALES • - *I • v ' , WILL THERE BE A CHANGE IN USE? LI No • Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 17,200 Tenant Space: N/A Area of Construction: 17,200 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? E No 0 Yes IF YES, EXPLAIN: „ PROPERTY OWNER , r r t i PHONE 241 -1103 ADDRESS 12720 GATEWAY DRIVE, SUITE 107, SEATTLE, WA ZIP ': • 'CONTRACTOR STEVE GWINN ASSOCIATES PHONE, 367 -9393 ADDRESS 12535 15TH AVE. N.E. SEATTLE, WA IZIP 98133 WA. ST. CONTRACTORS LICENSE # STEPHGA099BP EXP. DATE 1/10/92 ARCHITECT LP!■I ARCHITECTS & PLANNERS, INC. PHONE 583 -8030 ADDRESS 1127 PINE STREET, STE 300, SEATTLE, WA ZIP 9810 i:H. > . -. = t, .. a .... .��' .........:.: >. �. %:.:: > :,'T''f: �.. VI~ <a� ' :... � :1 : . 6»!3 > Tlyilfi >A p� ` �p�y May. {y „_„�;� :.. •� F1! � .� . �•�..� , V # ,. ?'7��'#'%�.�'�''tiiC1•; ^•.' ' � �F.'. .. s ' F .. ' q ;:,. �f a �`a ^ .,. yit� DATE . BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE r PRINT NAME `' t t �'� Lfk A BERG / IL full , : t 7 A ADDRESS LPN /1127 PINE STREET SUITE 300 PHONE 583 CITY /ZIP SEATTLE 98101: PHONE 583 -8030 CONTACT PERSON PAUL R COPPOCK /LPN ARCHITECTS CITY OF TUKWILA Department of Community Development - Building Division APPLICATION SUBMITTAL In order to ensure that your application is accepted for pltm 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 C/ommunity Development prior to application submittal. Contact the Permit Coord'.na cr 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 s BUILDING OWNER / AUTHORIZED AGENT If the applicant Is other than the owner, registered architec /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 OP 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 A PL TI ACCEPTED DATE APPLICATION EXPIRES BUILDING PERMIT APPLICATION FEES (for staff use only) _R.) • • • • ......••••• eeMormw, Copies Date Description 2 5 -15 -91 Civil Drawings • �-' 1_ AP TO city of Tukwila 6200 Southcenter Blvd. Tukwila, Wa. 98188 WE ARE SENDING YOU ❑ Original Drawings ❑ Prints OSepias 0 Specifications THESE ARE TRANSMITTED as checked below: ❑ For approval 11 BARGHAUSEN CONSULTING ENGINEERS, INC. "Land Planning, Survey, and Design Specialists" For your use ® As requested ❑ For your review and comment ❑ Other - REMARKS GOF.67 /kr LETTER OF TRANSMITTAL Date 5 -15 -91 Job No.3132 Attention 1)eniSe RE: Bedford Development Co. ❑ Samples ❑ Copy of Letter ['Other ❑ Approved as submitted ❑ Approved as noted ❑ Return for correction COPY TO: Bob Hart, Bedford Property SIGNED: Dennis Saltys, Barghausen Engineers ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints it Al Mark S. Harrison, P.L.S Project Surveyor Home Office: 18215 72nd Avenue South • Kent, Washington 98032 • (206) 251 -6222 Sacramento Office: 3750 Auburn Blvd., Suite A • Sacramento, California 95821 • (916) 484 -1212 DAT %t fr 4",:14 sis C(. ,4PLAINTS ACME W LOG INIT. COMMENTS l /ss t /(/- r./ i J :it -tc) 24/ Le Al 1)ides 4.' jIs4, e . 1)14,1., rm.' AMA) VAIP i 14" h.% 4 rtieriler _.l 8 tt 9 I_ DATE 3 ' 15 - 1 PROJECT NAME Con-WhY Gorr O{Tm ADDRESS CONTACT PERSON NI?, 11.144 , ti R t6HONE 241-11os l P'RCIA re3S ftihM 5a3- 8c)0 ARCHITECT OR ENGINEER PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER 4I LZ 01 l f Z)5 TYPE OF REVISION: I'' it t . 1' CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL J r - 17)1'S C ()&tpt En any ?)010\1(1 SHEET NUMBER(S) > I , 1 �k "Cloud" or highlight all areas of revisions and date revisions. RECEIVED rrrY OF TI IKWILA MAR 1 5 199i PERMIT CENTER p -1 OETh i, SUBMITi'ED TO: kai N �� 3 .'Architecture and Planning • Leason Pomeroy Northwest ;` Inc'., •Royce A. Berg; A.t.A; 1127 Pine Street. Suite 300 Seattle. WA 98101 (206)583 -8030 March 15, 1991 Mr. Ken Nelsen, Plans Examiner City of Tukwila 6230 Southcenter Blvd. Tukwila, WA 98188 RE: Gateway Corporate Center Bldgs 8 and 9 Plan Check No. 91 -059. and 01 -060 Dear Mr. Nelson: Please find enclosed, four prints each of updated sheets A -1 and A -4 in response to our March 14, 1991 conversation. 1. Draft stop detail 22/A -1 has been added to sheet A -1 per your request. 2. Requirements for draft stop installation during tenant improvement work has been added to Bldg 9 floor plan, Sheet' A-4. Sincerely, Paul R. Coppock PRC:mp cc: Robert Hart (w /encl) George Minniear (w /2 sets encl) Royce A. Berg 'ITV OF T(IKWILA MAR 1 5 1991 PERMIT CENTER ij Cpl Mahan &DeSalvo V CONSULTING ENGINEERS April 10, 1991 RECEIVED CITY OF TLIKWILA Duane Griffin APR 19S1 City of Tukwila PERMITCENTER 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 91 -T -04 (Gateway Corp Center - Building 8) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. We have no additional comments. Enclosed are the drawings, calculations, soils report and specifications for your use. Sincerely, dA444%14 Carl Geiger CAG:3 cc: Leason Pomeroy Northwest ' Inc. 1127 Pine Street, Suite 300 Seattle, Washington 98101 1200.5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 8248151 (206) 6248150 lar --- I �ll� Mahan &DeSalvo 1200.5th Avenue, Suite 1910 CONSULTING ENGINEERS Seattle, Washington 98101 FAX (206) 6248151 (206) 6248150 March 18, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 91 -T -04 (Gateway Corp Center - Building 8) q1 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. Provide two trim bars around openings in wall panels as required by Section 2614(d)7. One #7 bar does not meet this requirement. Consider placing bars in the vertical plane or making the wall section wider as appropriate for your design. 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, Carl Geiger CAG :2 cc: Leason Pomeroy Northwest Inc. 1127 Pine Street, Suite 300 Seattle, Washington 98101 CITY OF TUKWILA 6200SO UTIICbNTBR11O(1I.Iil:•IRU, TI/RN'ILA, WASHINGTON 98188 March 21, 1991 Mr. Dan Balmelli Barghausen Consulting Engineers, Inc. 18215 72nd Ave. S. Kent, WA 98032 RE: Site Address: 13028 & 13035 Gateway Dr., Gateway Bldgs. 8 & 9 Request for Utility Permit Resubmittal PC# 91 -059 & 91 -060 Dear Mr. Balmelli: The Public Works Department has reviewed the site plan for the above mentioned development, and requests that you resubmit the site plan to address the following: STORM 1. Identify Oil /water separator on all storm lines as they exit the site. The City of Tukwila encourages biofiltration as a means of treating runoff from parking lots, please review the potential for use of this here. 2. Identify removal of existing 12" line running parallel to the new storm line from CB #3 thru CB #11. 3. Identify the removal of the line under Building 8, and the line parallel to and in front of Building 8. 4. Identify CB #5 as Type II. 5. Please provide analysis of the effects of this construction on the site runoff, and demonstrate the adequacy of the proposed system. TESP 6. Identify a construction entrance and means of controlling the tracking of mud from the site onto the street. WATER PHONE 14 (208) 433.1800 7. Show all abandoned services to be capped at the main. Gary l.. Vanlhisen, Aluyur C Mr. Balmelli March 21, 1991 Page 2 FLOOD 8. Show replacement of existing check valve on 12" main with DOH approved double check valve. 9. Show connections to detector check at east property corner. 10. Add stortz coupling to hydrant assemblies. 11. Change reference for Hydrant Ordinance No. from 729 to 1567 (copy attached). 12. Provide an analysis, for adequacy, of the sewer and water systems to serve this property. SEWER 13. Identify removal of 8" SS & plug at the manholes. 14. Show connection of SS, cut off per action above, to Gateway drive or new system. 15. Change the City's phone # to 433 -0179. GRADE & FILL 16. Provide a yardage estimate of all cut and fill proposed for the site. 17. Provide a dike /river bank stabilization analysis for the Flood Zone Control Permit. TRAFFIC 18. Provide a traffic analysis for the development. This should include trip generation /circulation for the intersections at 48th Ave. S. and Interurban Ave. S., from I -5 to 62nd Ave. S., and S. 133rd and Gateway Drive. The scope of work shall be per your recent meeting with Ron Cameron and Phil Fraser. if you have any further questions regarding this scope of work, call Ron Cameron at 433 -0179 for additional information. 19. Where appropriate per traffic review, and per previous /future discussions with the City: Provide right -of -way dedication for new roadway to connect Gateway Drive to 43rd Ave. S.. Show roadway (including frontal improvements) and sewer and water construction for new street. Provide right -of -way for new sidewalk on the south side of Gateway Drive from Interurban Ave. S. to the north end of your property. Mr. Balmelli March 21, 1991 Page 3 20. Provide a review of the current planned public improvements (Interurban Ave. S and Fostoria Drainage project) relative to your proposal. Please contact Brian Shelton at 433 -0179 for more information, AGREEMENTS 21. A Developers Agreement for all public improvements will be required after review of traffic study, drainage and water analysis. Please submit six copies of your revised plan to the City permit center. As this project has not yet completed the SEPA process, you may wish to wait for additional revisions before resubmitting your plan If you have any questions, please feel free to call. I can be reached at 431 -3673. Sincerel Ross S. Heller Associate Engineer Enclosure (Hydrant Ordinance, Pre -App minutes. RSH /arc:RSH06:gate8 &9 xc: PW Read File, Dev. File: Gateway Center - Bldg's. 8 & 9 Denise Millard, Permit Coordinator. CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER PRE - APPLICATION CHECKLIST 8300 SouthcenferBoulevard, TUkwlla, WA 98188 Telephone; (208) 431.3870 I T kflAdVartbr. • • k t r rp��� {�����r a``i�+kf1�y`� x '1 5 d tq L;r • >::•Xif'+: v$It!:w'JY(.1 i>.• If ;ff v,!.� 7'1.RA.ff1:M:b' x,tfr 4 4'l•4int:!Ynii ,.. N , ? PUBLIC WORKS DEPARTMENT , yc� �+ / 1 -tit ,. fti oil rant. o,a UC►ra•trl La., 1'L 4u rg 1. Apply for and obtain the following permits /approvals through the City's Permit Center: Channellzallon /Striping /Slgning CD Sewer Maln Extension (private) () Curb Cut/Access /Sidewalk (T) Sower Maln Extension (public) ?Q Excavation (publlo) CD Storm Drainage © Fire loop /Hydrant (main to vault) i+r.,,•,• oc Unit / CD Water Main Extension (private) Q Flood Zone Control R tv t\ •am.,lt_ Water Main Extenslorl (public) • SrAR,lrl`1 t.4% Hauling (2.000 Bond. Cert. Ins.) cj Water Meter (exempt) in © Landscape Irrigation Q Water Meter (permanent) i. ('fl Moving an Oversized Load n Water Meter (temporary) P Q Sanitary Side Sewer Q Other: 6 t1■1g41. TItrt_ tF aN�.l\ v l7 p 2. Hauling Permit requited prior to start of any hauling of material on pub right-of-way ($2,000 rr'• bond, $1,000,000 certificate of Insurance, route map and $25.00 permit fee required). 3. All applications and plan submittals must be complete In order to be accepted by the Permit c Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the appli- ", cation forms to verify That all the necessary materials and Information has been supplied. Q © 4. Water and sewer assessments may apply and will be determined during the utility plan review z . -1, process. I 4 4 © 5. Provide sidewalks per Ordinance 111158, 111217 and 01233, or obtain waiver, i Q 8. Provide Hydrological•Geotechnical analysis. F 4 5 7. Provide erosion control plan as part olgrading /1111 permit appllcallan. ' L, a3 ® 8. identify building elevation above 100 year flood elevation per mope (use NGVD 1 datum and D i t _ Pt> ;cognized benahmarks. -rn ct;IlL , t: v, U I - peR.FtwfvL sovDC` hu. (tu4. akur cv.Pnntt Cu �( T V hi r � ll ti r l ?v O L u Pt nkalT i ® 9. rovlde traffic anaiy generatfon y for: It+u+lnr Nu., sun 17 Th 1 403 Ayr Is., _I 9 Arts Itvj 1%6∎ E Teton. h 1;3 I.; f s.133 ILO/ (,JQ&.A ontyv.. , tn? © 10. Provide developers agreement for' Ir\rn 6 Al I'+ n AP n 1a +r� --t t1AFr• t c K „ a n))�,nati t 1 c .1 I ,1' t�rtMlh �ti1i .. Tt,�l;l tc s1. 1U I 01It ,rnuc vrsl�, IF i. �oVr) C VI 1 Rt�+Mkl % 41' . 1. ' 3 11. Provi lhefollot�Itq easements and m intenance agreements' 'V t,..,1 I•►LZ. 1 It`t. T"1„w. ( i t'c\L 'P .0 n t W V. 1 1 13 = A VE S N. t.1-40 1:41, u.0 vAL',.111 FoN.. r „d PU1 t�C, SI ) ALSa 1L 1=1.1 Nr_t.., Slo `N-ItT 1• �a sw S. sIDE Or i d.,) ve. 1'rv,.., -. trn1.Jku Iii11N p S - iv N1 1.1() NP t'1, r Z � „ 12. Provide de water / sewer availabi ty letters or c from Istrlcts serving your development. ? o 1. t0'. /rh•nt`IStr ofi- ,. I..S•li rr'.S 't'llt..k In.Tc.7 lt..) •Pelts rsni KA: ROC wall Cti 4 1 t,, ® 13. Obtain Metro Waste Discharge permit or approval (884.2300). 4 --v. 1- rr 1 k c orst A. s w, tI rip 0 A 14. Compete Industrial Waste Survey and return to Metro (sell addressed and stamp provided). T c 5 2 3 15. Review the following City Studies when designing your project and preparing your plan subrnllt l : _911 I n I_n1.IIJS.(u••.3 AVC S . �I A\•\.: t,d.} r nlon,)VC"\li r� , ( Cent t` 1(\-N A t..-.) S I t tLl U ( `► � � I „etrr�a'utrn,,.nrs C . 10 ., A , ' , nnlArr nt,t+ 4 -zr.. nt" 1 LA 1 18. 51blltn1aAlrvAttO - Pkovin r nlSpS' VIL-L.. str.PAD►R'Inh , i 'of® 17. tdt N 9Turt,... IDnAir•nta� h r ML ". Ito n ovth••1 l-IN(, !!11 V.wfkw loot WalVti. MP1r.4r1*IWr.• c 'D41rvse '1L L13'-AVtc.S. t 0 18. tm Nttt,a n..,,r,t, 1.3A-9 rr LA VAN 111.t..) PutWc... 6ew4r� I:.x'lE}v51 I1v Nlav 'RpA1CN . N 19 '( ?vs._ ( r*) auttn r.►t.t... P. n.,, tu,Ay t■lnt.■ P t(hla 115 e 1Ti h p ti tsu t. \ 20 (jt ut t n t o :k t•u a % -t"v '� w INIA-t..vP rnt. +a st S Checklist prepared by (stall)• 6 Date. 2 .7 1 z8 l I/ Hose Station: Fire Alarm: Hydrants: V c IA* /Plans Approved Plans Not Approved F.D. Review letter included FIRE DEPARTMENT REVIEW SHEET Date: Building Address: /3G Jr' / A check in this box indicates the address is not descriptive or not complete. / Building Owner: .6 'V � _ New Owner / 3`,-2_, Address: Fixed fire protection required for this project: Sprinkler: Fire Flow/ G f� M i n . GPM / c Required Special Systems: Fire Lanes: Supra. Lock Box: Haz Mat Info Box: Construction requirements required by Fire Department permit: Fire department notations which should be reflected on the plans: CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431-3670 ADDRESS: 2__P) - it,I -re.(z tzlkAt-A T1U E . S. PROJECT: DATE: Pt \A OCCUPANCY GROUP TYPE OF CONSTRUCTION - LOCATION ON PROPERTY BUILDING HEIGHT /# OF STORIES FLOOR AREA 1 OCCUPANT LOAD EXITING REQUIREMENTS DETAILED REQUIREMENTS NOTES PLAN REVIEW Ma -&ecu 1. , 1 I cl 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 1 PLAN CHECK NUMBER 91- 059... (�c,C L.© it.. Q - rot L .54E t_.I. XITS OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. CHAPTER 51.10, W.A.C. Ste Act.ENS, G. AS &MErM -r L t..S L :"?rm2 UAr c ( Rec)3krek_ T) r `CAA L bj -t1 FT STOP ' - A -1 r LCE( L.1 M6 Fo12 (5 _3U 1 Lt::k PREPARED BY: DATE: 13(q Archite•ture and Planning', 96 ,on Pomeroy Northwest, Inc ..,: Royce A. Berg, A!I.A., 1127 Pine Street,.Suile.300 Seattle, WA 98101' (206) 583 80?,0. March 7, 1991 Mr. Ken Nelsen, Plans Examiner City of Tukwila 6230 Southcenter Blvd. Tukwila, WA 98188 RE: Gateway Corp. Center Bldgs 8 and 9 NW 90052 Plan Check No. 91 -059 and 91 -060 Dear Mr. Nelsen: CITlOFTUKWIIA MAR 7 1991 PERMITCENTER Please find enclosed four prints each of updated sheets A -1 and A -2 in response to your 2/26/91 letter and our February 28, 1991'Pre- Application meeting with the City. 1. In response to your letter, it is our intent to provide a 14 -foot no- build agreement along to Building 8 side of the lot line between Build- ings 8 and 9 to allow for unlimited building area for the Building 9 second floor expansion. Currently, the Building 9 area is limited as follows: Single Story VN 8,000 SF Open 3 yards X 2 Sprinklered X 3 48,000 SF Maximum (47,260 SF Actual) Future second floor improvements would be limited as follows: Multistory VN 8,000 SF Additional Story X 2 Open 3 yards X 2 Sprinklered X 2 64,000 SF Maximum Currently, the proposed project is within the requirements of the 1988 UBC and a no -build agreement will be executed any time prior to a tenant improvement exceeding 64,000 SF of building area. See detail 4 /A -1 for corrections. 2. An access easement between buildings 8 and 9 is shown on Sheet A -2, we are proceeding with execution of the easement. • r Letter to K. Nelson Page 2 3. Per Public Works Pre Application comments the sidewalk along Gateway Drive has been extended to Interurban Avenue South. 4. ' Per Plannings Pre Application comments the parking analysis has been clarified on 4/A -1. 5. Per Plannings Pre Application comments a space for a recycling bin has been indicated on 12/A -1. 6. Per Owners' request a directory turnout has been shown at Building 8 along Gateway Drive per 1/A -2. We are applying for a separate utility permit for this turnout. ncerely, aul R. Coppock enclosures cc: Bob Hart Dan Balmelli Phil Fraser Darren Wilson Leason Pomeroy Northwest, Inc., Royce A. Berg, A.LA., 1127 Pine Street, Suite 300 Seattle, WA 98101 (206) 583.8030 Mahan &DeSalve CONSULTING ENGINEERS February 21, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 91 -T -04 (Gateway Corp Center - Building 8) Sincerely, Carl Geiger CAG:1 Af cc: Leason Pomeroy Northwest Inc. 1127 Pine Street, Suite 300 Seattle, Washington 98101 1200.5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 624-8151 (206) 624-8150 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 minimum end distance of seven bolt diameters is not met in the diagonal brace connection shown in Sections J and K on Sheet S -4. Refer to UBC Standards Section 25.1717(d). 2. The nailing of the diagonal brace shown in Section J -4 is not adequate for the forces shown on calculation page R16. 3. Call out on the drawings the length of weld between the #5 bars and the plate in Section L -3. 4. Clarify on the drawings the chord connection to be used between the precast wall panels. Section K -3 does not clearly show a chord connection. 5. Provide 2 - #5 trim bars around openings in wall panels as required by Section 2614(d)7. One #7 bar does not meet this requirement. 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. . ArctiiteatureOnd:P,lannirig Leason'Parneroy weSt, Inc s, Royce Berg, A.1 A.. 1127 Pine Street, Suite. 300'Secfttie, WA 9$ (26b),583-8030 GATEWAY CORPORATE CENTER BUILDING 8 - NW 90052 RECEIVED CITY nr TI WWII A ENERGY CALCULATIONS - WASHINGTON STATE ENERGY CODE 1986 FEB 7 1991 I. Basic Wall /Ceiling /Floor Types PERMIT CENTER A. 5 -1/2 inch concrete wall with R -11 insulation and gypsum wallboard B. One inch exterior insulation and finish system (EIFS) and gypsum wallboard (GWB) C. Wall: 1 inch tinted insulating glass D. Spandrel glass areas: R -11 insulation E. Roof /ceiling areas: Built -up roof membrane, R -19 insulation, wood deck, acoustical ceiling tile F. Soffits: One inch EIFS, gypsum wallboard, R -19 insulation. II. Building Components Type A Wall: Outside air film (vert) R = 0.17 Concrete wall (5 -1/2" panels) R = 0.45 Air space R = 0.97 R -11 insulation R = 11.00 5/8 inch GWB R = 0.56 Inside air film (vert) R = 0.68 Total R Value = 13.83 Total U Value = 0.0723 Wall Area = 4115 S.F. UwAw = 298 Inside air film R = 0.68 R -11 batt insulation R = 11.0 5/8 inch GWB R = 0.56 1 inch EIFS panel R = 4.17 Outside air film R = 0.17 Total R Value = 16.58 Total U Value = 0.060 Wall Area = 1,195 S.F. UwAw = 72 Energy Calculations - Page 2 Type C Wall: Type D Wall: 4 -' "■-.___ .1 . Type E Roof /Ceilings (wood framed): 1" clear insul. glass Total R Value Total U Value Wall Area UwAw 1/4 inch tinted glass (PPG Graylite 14) 1/2 - 1 inch air space 1/2 inch GWB sheathing R -11 batt insulation 5/8 inch GWB a Inside air film Total R Value Total U Value Wall Area UwAw Outside air film 1/2 inch wood deck B.U.R. membrane 6 inch batt (R -19) insulation Inside air film (horiz) Air plenum Acoustical tile Total R Value Total U Value Wall Area UrAr R = 2.04 R= R= R= R= R= R= R= R= R= R= R= R= 1,252 0.88 0.97 0.45 11.0 .56 0.68 64 0.17 0.62 0.33 15.74 net 0.61 not incl. not incl. 17.47 = 0.057 = 17,200 S.F. = 980 Leason Pomeroy Northwest, Inc., Royce A. Berg, A.LA., 1127 Pine Street, Sulte 300 Seattle, WA 98101 (206) 583-8030 2.04 0.49 2,555 S.F. 14.54 0.069 925 S.F. Energy Calculations - Page 3 Type F Soffits: , A, ittrerf _.k ..-- : ---.. -- ---- -. Wall Area Calculations • Inside air film R -19 batt insulation 5/8 inch GWB 1 inch EIFS panel Outside air film Overall thermal performance (Ud of the building envelope per Chapter 4 of the 1986 Energy Code. A. Uo Required U0= (Wall * .25) = (Soffit * .05) + (Roof * .035) Wall Area + Soffit Area + Roof Area U0= (8790 * .25) + (2000 * .05) + (17200 * .035) 8790 + 2000 + 17200 U0= (2198 + 100 + 602) = .2900 27990 27990 Uo = 0.104 R = 9.62 B. Uo Actual Uo = 298 + 72 + 1252 + 64 + 980 27990 Uo = 2664 27990 Uo = 0.095 R = 10.53 Actual U value 0.095 < 0.104 required U value Actual Average R Value = 10.53 > 9.62 Required R R= R= R= R= R = 0.61 19.00 0.56 4.17 0.17 Total R Value = 24.51 Total U Value = 0.041 Ceiling Area = 2,000 S.F. UsAs - 82 EGISTERED RCHITECT • sY . '. 4 s G STATE OF WASH If GTON 2659 Lesson Pomeroy Northwest, Inc., Royce A. Berg, A.I.A., 1127 Pine Street, Sulte 300 Soothe, WA 98101 (206) 583.8030 .L Pomeroy .Norlhwest. In A. Berg; A.I:A :, 1127 Pine Street,.. Suite 300 Secho 981:01 583-803h LIGHTING POWER BUDGET GATEWAY CORPORATE CENTER - BUILDING 8 - NW 90052 1. Building Construction Area: 17,200 SF 2. All fluorescent fixtures include ballasts. 3. Interior Lighting Demand: WATTS PER NO. OF DESCRIPTION FIXTURE FIXTURES TOTAL WATTS 2 x 4, 3 -lamp, recessed, fluor. 138 188 1 x 4, 2 -lamp, surf. fluor. 82 3 8. Power Density Calculations: a. Parking: 750 watts /49,274 SF Q .015 watts /SF < .05 watts /SF RECEIVED CITY OF TI IKWILA FEB 7 1991 PERMIT CENTER 25,944 246 TOTAL WATTS FOR BUILDING 26.190 4. Lighting Density Calculations: 26,190 watts /17,200 SF = 1.52 watts /SF 5. Washington State Energy Code (1986) Article #426 allows 1.7 watts /S.F.; therefore, the building is in compliance. 6. Average office of lighting level of 80 fc will result from an 8 x 10 lighting pattern. 7. Area tabulation for exterior lighting demand: Site Area 79,923 SF Building Footprint 17,200 SF Parking and Circulation 49,274 SF Landscape Area 13,449 SF Lineal Feet of Building Perimeter 615 LF Parking and Circulation Areas: WATTS PER NO. OF FIXTURE FIXTURES TOTAL WATTS a. HPS pole mounted shoe box 250 3 750 b. Exterior bldg entry lighting: Recessed HPS downlights 70 15 1,050 Lighting Power Budget Building 8 Page 2 • b. Exterior building lighting: 1,050 watts < 615 SF x 7.5 watts /SF 1,050 watts < 4,612.5 watts Allowance per 1986 Washington State Energy Code Article #426. Therefore, site is in compliance. REGISTERED ARCIIII'ECT 0 ERG STATE OF WA 'HINGTON 2659 Leason Pomeroy Northwest, Inc„ Royce A. Berg, A,I,A„ 1127 Pine Street, Suite 300 Seattle, WA 98101 (206) 583.8030 COMBINED LEGA'. DESCRIPTION FOR BUILDINGS 8 & 9 PROPOSED GATEWAY CORPORATE CENTER RECEIVED CITY nG TI IKWIL A FEB 7 1991 • . PERMIT CENTER That portion of the Stephan, Foster Donation Claim No. 38 and of the C.C. Lewis Donation Claim No. 37, in. Section 10, 11, 14, and 15, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: COMMENCING at a point which bears North 40° 01' 05" West 920.15 feet from a monument at the point of intersection of a curve on the centerline of the Duwamish - Renton Junction Road, said point of intersection being approximately 1000 feet East and 20 feet South of the quarter corner between said Sections 14 and 15; THENCE North 49° 24' 00" West 835.00 feet on a line parallel to and 150.00 feet Northeasterly of the centerline of said Duwamish- Renton Junction Road, to a point which bears North 81° 44' 15" East 199.17 feet from the point of curve on the centerline of said Duwamish- Renton Junction Road, said point of curve being approximately 1200 feet North and 440 feet West of the quarter corner between said Sections 14 and 15; THENCE South 40° 36' 00" West 20.00 feet to the Northeasterly margin of the right -of -way of the Puget Sound Electric Railway, as established by deed recorded under King County Recording No. 310898 (and now known as the City of Seattle Transmission Line right -of -way); THENCE North 49° 24' 00" West along said right -of -way 980.29 feet to the TRUE POINT OF BEGINNING; THENCE South 49° 24' 00" East 400.00 feet; THENCE North 40° 36' 00" East 702.10 feet; THENCE North 49° 24' 00" West 325.00 feet; THENCE South 79° 15' 35" West 12.81 feet; THENCE North 49° 24' 00" West 67.00 feet; THENCE South 40° 36' 00" West 692.10 feet to the TRUE POINT OF BEGINNING. PROJECT: GATEWAY PHASE V/TUKWILA January 24, 1991 3132L.001 DATE 1 )" . 7 ' 1 I CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * PROJECT NAME CINIE 3 K \ Casa. CfYrj3 lbuit,oin)6- ADDRESS U 9 2n0 INTER IAZ6A l CONTACT PERSON PHONE 241 — l 0 ARCHITECT OR ENGINEER Q put, R . (cx (/PN/ ptc pc. b 6- 8 -scgD PERMIT NUMBER 72 �=- M (If previously issued) PLAN CHECK NUMBER ' DI ""065 TYPE OF REVISION: i f kIV 0.., Ck' ila)t...4(bkic SHEET NUMBER(S) k 1 2. "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: ("lTY OP UKWILA MAR 7 1991 PERMITCENTER CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 February 26, 1991 Paul R. Coppock / LPN Architect 1127 Pine Street, Suite 300 Seattle, WA 98101 PHONE # (206) 433.1800 RE: Gateway Corporate Center Buildings 8 and 9 Plan check numbers 91 -059 and 91 -060 Dear Mr. Coppock: Submitted drawings indicates building 9 to be of unlimited size, the existing 60 foot access easement is proposed to be removed, and a new property line is proposed between buildings 8 and 9. The proposed property line will measured about 46 feet from the building, 60 foot required. Please address the following comments. 1. Provide information to maintain the 60 foot required yard for the east side of the unlimited building by property lines or a 60 foot "NO" build agreement. 2. Provide an access easements to both buildings parking requirements. Contact me if there are any questions on these comments, 8:30 a.m. to 4 :30 p.m. at 431 -3670. Sincerely, Ken Nelsen Plans Examiner Gay L. VanDusen, Mayor CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PERMIT CEIVC'ER ACTIVITY LOG PROJECT: ci o , t ., w n 4 , el d ADDRESS: 15 CONTACT DATE COMMENTS PLAN CHECK NUMBER INITIALS 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 TO: FROM: DATE: SUBJECT: MEMORANDUM v o Al11. r d r -Q\i i‘ew PHONE q (206) 433.1800 Gary L. VaaDusen, Mayor Architecture and Panning `.. Leasoti Pomeroy Ncirthwest, Inc:, Royce A•, Berg, Al A.,.112 Pine Street. Suite 300 Seattle ;.■A 98101 (206).583.8030 • • TRANSMITTAL To: City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Attn: Denise Millard, Bldg Permit Coordinator Re: Gateway Corporate Center Buildings 8 and 9 Description: )( 1 City of Tukwila Building Permit Application — Mg 8 ✓ 1 City of Tukwila Building Permit Application Bldg 9 1/ 4 copies soils report ✓ 4 copies Structural Calculations by Richard Hud ✓ 4 sets stamped Construction Documents A -1 thru A -7, S -1 thrums =tO C -1 thru C -4, L -1 thru L -4 ✓ 12 sets stamped Construction Documents L -1 thru C -4 V 2 copies nergy a cu a ions • 4 copies Project Manual /Specifics ons 2 copies Storm Drainage Calculations ✓ 4 copies legal description 1 check no. 34619 in the amount of $4,125 ✓Ramorks:Utility Permit Applications ❑ Sent per your Request ❑ For your Use /Reference L For Review and Comment For City of Tukwila plan check review. Note that General Contractor will submit design -build mechanical and electrical drawings at a later date. REF: SEPA file EPIC - 258 -85, updated SEPA checklist under review. HAND DELIVERED By: CC: For Approval ❑ For Distribution 0 For your Records Date: Protect Name: Project No: 0 Other: February 4, 1991 Gateway Corp. Ctr NW 90052 Paul R. Coppock 1 set plans: R. H dson, D. Balmelli, M. Brumbaugh; W /encl: R. Hart; 1 set plans /specs: G. Minniear; Trans only: R. Berg, J. Layman CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 STAFF PRESENT pg Building (431 -3670) EN Fire (575 -4404) 3 Planning (431 -3680) Public Works (433-0179) Cl Parts & Rec (433 -1843) © Police (433 -1804) Permit Center (431 -3670) ® Other: ( - ) PRE - APPLICATION FILE NO. pRE APP - 012 9pROJECT: Gateway Corp Ctr Bldg 8 & 9 MEETING DATE: 2 TIME: 2:30 SITE ADDRESS: 13028 Interurban Av S 13035 Gateway DR DATE CHECKLIST MAILED: 3 B Y: APPLICANT / REPRESENTATIVES PRESENT Contact Name Bob Hart Person Company/Title Bedford Properties Street Address 12720 Gateway Drive #107 Others Name Paul R. Coppock Present Company/Title Project Architect Street Address 1127 Pine Street Name Company/Title Street Address Name Company/Title Street Address Name Company/Title Street Address Name Company/Tltie Street Address CITY OF r . KWILA PRE - APPLICATION PROCESS MEETING ATTENDANCE RECORD NAMES / TITLES Duane Griffin /Building Official David Ray /Fire Protection Darren Wilson /Asst Planner Phil Fraser /Senior Engineer Denise Millard /Permit Coordinator Rick Beeler /Director Department of Community Development City/State/Zip S e a t t l e City /State/Zip S e a t t l e , WA 98101 Phone City /State/Zip Phone City /State/Zip Phone City/State/Zip City /State/Zip 6300 Southcenter Boulevard — #10 Tukwila Washington 9818 Phone DLM Phone 241 -1103 Phone 5838030 WA 98168 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION— PERMIT CENTER E SITE ADDRE5 . PIKE «APPLICATION• PILE.. NO IIMEETING DATE fit.... ' 'I � PRE-APPLICATION CHECKLIST BUILDING DIVISION 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431.3670 1. Comply with the Uniform Building Code, 1988 Edition. 2. Comply with the Uniform Mechanical Code, 1988 Edition. 3. Comply with the Washington State Energy Code, 1990 Edition. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). 4. Comply with Washington State Barrier Free Code, 1990 Edition. 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: • Building Permit • Rack Storage • Mechanical Permit • Demolition (building) • Other: 6. Ail applications and plan submittals must be compete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. E 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. n 10. Temporary erosion control measures shall be Included on plans. Normally, no site work will be allowed until erosion control measures are In place. N 11. Rockeries are not permitted over 4' in height. Retaining structures over 4' In height must be engineered re- taining walls, and require a permit. TEI 12. All rack requires a permit and rack storage over 8' high must bo designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. lE 13. Construction documents shall include special inspection requirements as specified In Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. 14. Construction documents shall contain soils classification information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. 15. Demolition permits are required for removal of any existing buildings or structures. 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). 1Z 17. Obtain approvals and permits from outside agencies: 17 ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (277 - 7272). rqrri PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- tions: 296 -4767; Permits: 296- 4727). n KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools/spas and food service facilities prior to submittal to the Tukwila Building Division (296 - 4787). , Z FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575 - 4404). 18. Q 19. 20. Checklist prepared by (staff): Date: CITY OF TUKWiLA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER Er 3 . Er4. a 5. [111. Era or9. Er10. �7. Er12. Er 13. 14. 15. Checklist prepared by (ptaig: PRE- APPLICAT E »I,PPUC71C$ flLEN _ f it; pis TB: iTE ADDRE PLANNING DIVISION - Land Use Information El 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) Ef 2. Obtain the following land use permits /approvals: Boundary Line Adjustment CD Building Site Improvement Plan 0 Comprehensive Plan Amendment 0 Conditional Use Permit Design Review? Q Design Review - Interurban Environmental (SEPA) Q Planned Mixed Use Development CD Planned Residential Development Zoning designation: Site located in sensitive area? Minimum setback requirements: Maximum Building Height: 0 Rezone 1 01kOShoreline Management Permit 7 () Shoreline Management Permit Rev. CD Short Subdivision GI Subdivision Unclassified Use (1 Variance Other: 'i' e 4 . Front: _ Side: 2 Side: Rear: ' ` Height exception area? [J Yes E] No -, , ,, • ,. E Yes No N CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 9818L Telephone: (206) 439 -3670 Minimum parking stalls / required' _ Handicap stalls required: No more than 30% of required par ng stalls may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. Minim �rr�landscaping required: Frontg.__ Side:, Side; Rear* 5-1 Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. 16. 0 17. 18. El 19. 20. CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER P APP LICA ION FILEN PRE- APPLIC ON CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 9814 Telephone: (206) 431-36 FIRE DEPARTMENT - Construction information The City of Tukwila has adopted the 1988 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) Fire hydrants will be required. (City Ord. #729) Required fire hydrants shall be approved for location by the Flre Department, approved for purity by tho Water Department, and fully in service prior to start of construction. A fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #729) Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or industrial Risk insurers for approval prior to being submitted to Tukwila Fire - Marshal for approval. Sub- mit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1528) Maximum grade is 15% for all projects. Hose stations are required. (City Ord. #1528) . A fire alarm system is required for this project. (City Ord. #1528) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of com- plete drawings. This includes one for our file, one for company file, and one for the job site. 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of Installa- tion. (UFC 10.301) 9. Portable fire extinguishers will bo required In finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) 10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1988 UFC. g 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) 0 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. 1 Adequate addressing is required. Number size will be determined by setback of building from roadway. Four Inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) F/14. Designated fire lanes may be required for fire and emergency access. This requirement may be estab- lished at the time of occupancy and/or after the facility is in operation. (UFC 10.207 as amended) 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall 'of the first story. Fire Department access roads in excess 01150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6 ". 17. Adequate fire flow availability will need to be demonstrated for this project. 18. !' Ai 4 lost a . :' , 39 liar.? s,_.��,_�c. Checklist prepared be tstaff):_ c?0 2 / 1 / Date' ! CITY OF TUKWiLA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER `,• ��. l _ +, if � , _. � 4 . .w:f:: +i:::.: ": r' :� Y 3+f }< } i �' y:Y: ;. 4:.: r y Yr.�'`.•.•:; ...:..: ,..:.. . .... r.. ... n .: ...• . ... .... ............•........ ................ .....:..... <.... .................. ................... ... .. ..T:iY. i:.:: ;:.i;• ' r ' , . ' S�i: :•: }ii:•i: r::•::: r:.; �'.::: ?: �. __ � � .... .. .... ..,... .... .. .. ...... k... ........ .... .. .......r .....,;.... _ ., .. ,. J,:....... .............. �_ ,:_• %ff:•::::i.. ... !:: �� �.; :.};:'�...:.iY,,n::::i.•i...... El 12. PRE- APPLICAAN CHECKLIST FIRE DEPARTMENT - Inspections Underground fire line from vault to riser a. Thrust block and rodding e. Hydrostatic test b. Type of pipe I. Fire Dept. approved plans c. Depth of cover g. Materials and test certificate d. Flush Overhead sprinkler piping a. Hydrostatic test b. Trip test o. Alarm system monitoring test d. Fire Dept. approved plans e. Sprinkler head location and spacing Underground tank a. Location b. Distance between tanks 0. Distance to property line d. Depth of cover Fire alarm a. Acceptance test b. Fire Dept. approved plans Hood and duct inspections a. Installation b. Trip test Spray Booth a. Location b. Fire protection 0. Ventilation d. Permit Fiammabte liquid room a. Location b. Fire protection c. Permit Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width 10. Fire doors and fire dampers a. Installation b. Drop testing 11. Fire final e. Vent piping, swing Joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans e. Fire protection systems: a. Fire Dept. access (1) lon systems b. Building egress and occupancy load ) Sta o. Hydrants (3) Hose Stations d. Building address (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers Other: a . b. e. 0. f. 6300 Southcenter Boulevard, Tukwila, WA 98181 Telephone: (206) 431 -387( d. ` . g. Checklist prepared by (staff): Date* o 9 1� CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION -- PERMIT CENTER A 20. V- tVie,w 0O 18. — IR1 Nt2t IL ��1�f] R. _ Itit4 MC II-Ai c., Sc:%.r N Checklist prepared by (staff): PRE - APPLICATI CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 • Telephone: (208) 431.3870 .: :.Yiv:�Y' >: �:J:;�f:f•�'. ;i YiY.. ... ..: PUBLIC WORKS DEPARTMENT t "'*Ci. w/ If:AM 00 of + (tiht, o,.1 Uur.o0 La.) N I 1. Apply for and obtain the following permits /approva through the City's Permit Center: Channelization /Striping /Signing (D Sewer Main Extension (private) (� Curb Cut/Access /Sidewalk (?J Sewer Main Extension (public) Q Excavation (public) Q Storm Drainage Q Fire loop /Hydrant (main to vault) C) Water Main Extension (private) Pr.wo oe Milt:/ ? ® Flood Zone Control 17..w rn 11 nt I � Q Water Main Extension (public) J Hauling (2.000 Bond. Cert. Ins.) 1 tn Water Meter (exempt) Q Landscape Irrigation • J Water Meter (permanent) Q Moving an Oversized Load CD Water Meter (temporary) Sanitary Side Sewer Other: 4A014 t F o u v 2. Hauling Permit required prior to start 01 any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). Z ® 3. All applications and plan submittals must be complete In order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the applt- ri cation forms to verify that all the necessary materials and information has been supplied. 4. Water and sewer assessmonts may apply and will be determined during the utility plan review process. 66 ® 5. Provide sidewalks per Ordinance #1158, #1217 and #1233, or obtain waiver. I 9 IP E 6. Provide Hydrological- Oeotechnical analysis. P 4 ?,, IK 7. Provide erosion control plan as part of grading /fill permit application. `% °; 1] 8. identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and E E r 31 5 ;cognized benchmarks. Tn.n C. }J�lII�SIION c I(2 (,U11�f1 �N LI f rbn.r-Ott. 6aUP U Pru MN CAreakuN cv�.ni�nrll£ Cu{�{\t T "1 t) �'' a1�L�Lur _ L [ 9. ovide traffic analysis/trip generation stu y for: trc.ls OT' tA>`t,a SIR) I-9 TO 4441 AM t !' 9 S tmi • il∎m1N tvg. S - FlLavr. H5 Ta baND s r SI133 rtr3 - rtitLwa,y Ottt / . E] 10. Provide developers agreement for N1/41 Al IMP (c�t S _ n . u " c ,P D4.rCtnMtt. - ,�T rrw.. - rrtAC Ic 51110`1 1\1r.ht.1e AMA Vi SUS w,ccrk:-lFLAW) �Nvl t�.►M� It 11. P to D emn m Intengrmns; 1.J _� ..a L t. File . rovide the v�itw R cas •D 1 V e L ts -r o and 1 -13 e ' — AVM ance S & d1 M. 1�.N ..).__ P Mt " Fun, ;z3 IA . Li c - �. SI a r ee thzv . , . .I do h ti VT_ `Nhv - 11 EU 1 j3 t11a R V '1 v N I•40 12. Prov water/sewer availabil ty letters or certificates from .lstricts serving your development. o S' lw v \ 0 'C. rcr.h�.1 SUS ca Z .. . t.rr . S ' I t tv k 1 hT C> 't l> 'PE i j .)• h ■rt,; A A t WU t`10 Z ul ci © 1 . Obtain Metro Waste Discharge permit or approval (684- 2300). o ° 14. C omplete in d u s t rial Waste Survey and return to Metro (self addressed and stamp provided). 2 15. the following City Studies when designing your project and preparing your I � 15 Review thlli g Y g gY P 1 P P 9Y plan submitt P 1 111 Wu' S . �1(�‘�.:.�* S �-11LL'I;k S 1.1 U.1t)N ' : i 1 i + 1 e t C3 1) USA 10 \» :It 1'i f`ltzw srurlh.. 'DIIr�IV• rr.a t•t�a 1V 1 ro 1,70(10 S I'-4 N 'RD MOW FN f I C. • •j•• J d 'Rtw.V.}fivcrr-W awr++ aarrrvaVtlr evAM +t•O•Waw.♦a 14,46.: ���/�. (,�vv. /�y ftK�vM.• . . • - ` 4' �y,;, ' .:j:, FOCP Y is ` 31'Y '�-• •`r i f t VI AM DRAFT STOP r .: { 1; ty •4f F ; • h• • • • • t ,:'t4� ♦ fl,�,. •t,l: r. ; ar,: "r t! iyr �" -.: ^+•;J.i i, •-TS 6' • ':x . - -K°. :q.r �..• sc.. .... 4v i .. 'a" •4" ..Jt. .•!: ., t^,. _sn J., ....0 . :�1 -... . .,: /• . )�;- ..0 •• >. - 5r • ,l• .`t.ir `.-�. .. .. ♦ + . •. M .. • a' r ., .. .:.j I •,J ' / tF T 'Y' . f'. • .... ..' F- t 3' . 1 /. -: �.f Y i 'a' t ti t• 4 T a 1�' i :�� `. `.! !. .f,I _ g l �:. .0 •. • ;k. NM r k • C•3 cx:cupA4cY co meiz TAtS . Vult SEPARATr. PERMIT AND APPROVAL REQUIRED i - ���°''"" t0V \5 `'r 1•�rc;lzn t °Vs and ocg11s$s4i � 0tA ,a • pi - v t ,Q n 3 .toe tL c r� y p } U`�'�an t ` °,� , V t y�siP r- , alp -�, r i ,r+ C1- �L:::.:S�T.i�.Y- .�.•... - -_ 0;t, '- P-R 1i• Lk 1 Lb`°t��L.J Gam. XI$ 1 "'' 7 , ..r uec? 1 1 • ___ �iitilw !�.. p a te eLsc tCAL ?Lo ottra.MWIcAL l) CM.IC.Carrez ..e i,. t>4 tO 3) < . c ..�., ` C- ( U Rx)t R ..1c:) & aT T- y.. FR Vi P Z teas irre w ( a.S 1 ^-i' • PROVIDE S RF La TO Mi TIC N n - 1 1/2 22 1 ;• 1 wow R , i L. 4t 'r r rr` -�a� �'s�sr•� -R? 2.Z1o44D 1 .4i a 1 k 1 -- O f l N1 Pea_ Cr I `,i i lwa s era• . LOADING DOCK SECTION T i/2t 1 NOTES: Vr'it'.1FY N4i.LD : : ROOF HATCH TC BE LOCATED T UEEN ROOF FRAMING PRE T ATED Lk)OP CANT, ,AROUND CUB rt !1 1 lid i -i4 . UJA L GNLY. '' a °� �hs..C?' ��Atr ROOF HATCH .3' -3' (C1.. AR) ----- 051:141WMFREFTENT5 'i - OVER MIL. STIID i ( C PE 'y' NI -!PC F .1 1 ttiALL 'U►T r! ; SCt fD AT EN- t1AT10�1 Nall-, ; t.E FLOOR ' i PLAN.) l 000 SLOCK1 Z 1' -b` !u'r)E STEEL. • �" LAIVER. 4e E' 1'' �V 4n t Sai% l+ Y DiA. ,T RAILS r :' -' P,O I\:ri PER fYFEC. ' 3 -3 LADDER ENCLOSURE. _ .. S • 1D A T 1ENJATION CJ LADDER 4 Pt TO ?`ALT 051.4A R" f 'a NENTS ... CEILl i SLE WALL, Co.'; 7:w ; „_.--' C it',lil..)1:.t(x • , ` ll.';1� �=�f `'did;{.., :�a ,b 742 FINISH FLOO RI:. ACCESS LADDER - - PARAPE7 BEYOND PAINT PER SPEC. -- - I i 11,.E 1 t - -• 7' '"1 E 1 - • .. -: „fc1* rri- At•vT.Yr Aa%,•i !.G ' n*'s., VENT STACK v ROOF DIVIDER r I r-- METAL CAP FL,i (2) 2 x BLOCK1N 4 x CN i STRIP - ° __ _ _._-- -•---- __ : -' . . ma y * � � w Y Pl• � ,�, y, �DE PLR 51TtfaC l . - - -- LEAD SLED CAS' r LEAS} SLEEVE WITI -! FLAW IN FLASHING CL.1''E'1T. r . -.VENT Pi --- OASE FLANG. '44. OA-Ws/R*14ER t• • \., PAvikiG PGA CIdiL D8 NO 1 C;.' i• :rc TO ROOF PLAN FOR PIPE OM. 1 / FLASHING � .T. i ? 3iesiRwE Roof:. .• f•V if (.4vlw L1- _ .. x 2' -b' ALUM. Rt1, F HAT( 1.14 4 ASSEMBLY - •!wE L4DDER F CLO&1 ExT°rl ) TO CEILING -- FT18 4tAt 1 1.. 20 1 1 .-- ,•._ -- Ma' l..if , 0 {''iC- P ''.1E'T , PM .1.r. ''C+ 4 1 1 1 ---- r?7 w r'•i•',E L- Pk . : moll \) ) .,io1 r 61',•iGo 1 i r 4.9;' ;:tr.i ' ; 9 ; 4 L, .1, 4 ft t :7; ;:c , 7c,-;r; *; :11 - 6W t / �. _______ _ -.._ __ • � '\ TRASH ENCLOSURE ELEV 1 /4" »h ---- T U Yuma ��r�� �r+•+�p PER ��1 ,_ -.--.a C 4 , 1V. P� i., PAW f G R w V. 3' x 3 x 1 4' CiAL.V.:;;T' Lt. " TO M4TC14 FULL DATE NE N•f 'a'�" ae Tt .. e LDEP AT 0•C. PAIN O , MATC�i CONC,RETE WALLS. 1. 3 %'x'.'(ALP.M: ,410- E'FF"k. ALL ARCM, PA1NT TO MATCH METAL PMLL r -• 3Aa x 2 C.F:ja30 BSAR eiTIFITNER WELDED Tl STEEL i I i ��:.L= �. 1 f ,--• G ALV METAL PANELS 1/t•11.0 R4FT . TYPE 3N, 3' DEEP, J 48 GA., OR Ef>Ui4L, f� At, ; :PECS. 1 x $` x'!ri' STEEL KATE 41/ i40i,- :5 FOR CANE BOLTS 1 i EMBED IN CO C. SLA 3 WITH 57 / 1 e TRASH ENCLOSURE EL V. _'4 ''WV sin uaaw aar 4E..LD COLLAR TO CANE SOLT'r Tt •. �i•11D 5 C ;C4.LAR i$ TO MITYENT CAN FR C1 f!' t' -- --- FeViED AC. PAVRNIG t S i .emae•assp.,,.,. r 19'_r • • It F • t L i 1 Cie LM3rTL l..._ w AV DIRT f H$, 1 �'� iJ PAIR 4 601-8f O R E6C�i43.., OLD TO . Cu TO 1 /,c ° PLt t TO Mat FRAM TRASH ENCLOSURE JAMB 21 TRASH ENCL DR SECTION t 311 v,, I 4•". H 1-•rl4 CV-IC C;�.1F4a '�'' �) 5��' f' ?',� - - r!'! etsesneo.zeraTX .____._.t_____ t D, EY SEICAO '1'O TEEL A Lw MOE N .D =f DlA. DAR. CA /I_ APZLE FOR CME BOLT 't REV x STEEL, ST R i •I lIELDED TO ALE .AS 64,.CrED I l•Q MCAT • 1 • 15 aTE MA I! ALL MOW) , PAINT TO MATCH METAL 1 A 1L EITI3EDDED STEEL PLA' �W 1-OLE'S FOR CAW MIS 16 • HANDICAP SIGN Fog GPAIDE • 40 SEATING WALL 1" That pertion of the Stephan Foster Donation Claltn No. and of the C.C. 1.eviis Donation Claim No. 37, io Section It), 11, 14, and lb, Township 23 North, flange 4 East, S•V.IVi., Kiog County, Washington, described as follov.v. COMMENC1NO at a point which bears North 40° 01' 05" West ";,120.111 fent froin a monument,at point of Intersection u( a curve on OM e•QmerlirYtt of the Dttwarnish•Rantcrri Junction Flood, said point of intersection heintt approximately ';'000 fest E2St and 20 font Sot4th of the qoarter corntir hovoreen said suctions 1 4 and 15; THENCE North 49° 24' CO" West 835.00 feet ct_ri a line parallel to and 150.00 feet Northeasterly of the Cratterrine of &ski (..-Amarhish•Reoten junction Road, to a pcM/ which bears North 81° 44' 16' East 199.17 f eat front tits point of curve on the centerline of said Ouwemish-Renton Junction Road., said poiet of curve being approximately 1200 foot North and 440 feet West ot the quarter corner betwew sidd Sections 14 and 15; THENCE S01.101 40" 36' 00" - West :40.00 felt ;to the Northeasterly margin of the right-of-way of the Yuctet Sound Ettactric Railway,. au established by deed recorded under King County Recordist:). No. 310898 it:1'4 now known on the City of Seaale Transmission Line T 49° 24' 00' West along said ;12ln-of-way 98.0.29 feet to the TRUE POINT OF THENCE South 49° 24' CO* E4St 400.00 fne'; THENCE Wirth 40" 36' 00" 11;st 702.10 feat: 11 South 79° 5i 35" Wost 12.81 feet; THENCE North 49''' 24' 00' West 67.00 fattt; THENCE South 40° 16' 00' West 892.10 fzet to the TRUE FONT OF 8EG1NNING. LEGAL DESCRIPTION 7 0 PUFA ZoLT .1 ?s_1 11 4.2 Pi TRASH ENCLOSURE PLAN codifY>cier) F! I, J. to S 137TH VIC CIVIL Mae 0 134 Ondustrinf) 1 20 48,C40 8.r. (100•X. IsiCarred)r with 2nd Hoer) 2. SITE A•riEA: 04:114 7V,923 8 Erkl tc 4.200,213 S.F. iMPERV10113 #F AC-E: Bldg 8 463.t74 F. Bkha 814,1g 8 Tukwila. Wir#0/*Yotral 41 PO/ IfidtftWY Zeno 3 BUit.D;Ne AREA: with tomtit Improvement woO) 23•8% But:ding 5 feat fli.`f 'grid 115 too: (per zoolPg) 115 feat ?,r.Avr 2144 Compact 17 SiMisi 47,26o 3.+;'. S.F. with ftei second ficeor) asutards,1 ott% orhno CODE DATA Moratarikrticmi Hocincel Cedes el hi Lome Cod;:s. 7. Firs ev:sywiattere stall be provided pcx UFPA 4010, type 214108C. a. &Ka be treated lo belie CreShlitr9, so aut to ref,ult lo aa'arne 'posed rating ot at coratoete to the loch; Fire Daponment. sect tiBC 3 :7: 04( 23:98741./8C; elandard 48,1e13, pet- vat; So.ction 4305(a). 1Z Vioncod user.' In perntanznt cartnlons oi noncombustible Cr.AVD.X.giCul shag have etio.refarNim treatment per UGC Table 17-A, wie iv.). 2. 13. Walls ego to iiret4opped per LISC Section 25i8 (I) (lor otv.htticZbir.,1 corkt.,.."-uction GENERAL NOTES S 126T" 12,811 sr SOILS ENO FIRE PROTECTiON: 1004:100=1WWWWWYWWWW1 111f101.311241181140 • ST 1 S 137 erk TV MAP CONSULTANTS vs o P W ST - 41:177r41 galita BEDFORD PROPERTIES 12720 Gatetwly Wye Suite 107 Seattle, WA 813'tC8 (20(t) 241-1103 fax 241-2191 Robert Ned SSG CORPORATION 125aro lath Avenue N.E. P.O. E3ox 33978 (206) 367-it3a1 Georg? iginriew Kldtlend, WA 9&..\13-5301 (20s5) 922-.5M5 fax 822-1166 1.2211 Averm, State 18 Seattle. WA 99124 (206) 324-SleA) fax ; 240:t3 1401h At/Wei& Sufte 105 titIY Gordon • rrt LPN ARCHITECTS & PLANNERS INC. 1127 Pine Street Suite 300 Seattle, WA 90101 RO6) sati-.8,13o tax 583-0709 Paul R. Coppods 2.V3 As 73 Siege BAR01- CONSULTING ENCRif...•Znf.I. INC. 18215 72.nd Avenue, South Kent, WA 96032 (2oe) 251-3222 fax 261-0762 PAMELA L101 atb ALT ROARD coucesiE COntifiuOtrs DVAIL EXI4AirsT FAN ELMTSICAL FLOOR CRA4# FEET FOUNDA non T. 3. CAUCE GYPSUM GYPSUM WALL BOARD HOCIIT HANDICAP t !COI 1;V:0;1 DiBfi Assmaxasautspoctstiosu ERCErtilliffifin SYMBOLS C-4 SHEET INDEX Drovrt Project Data L-1 Building 8 Landscape Plan L-2 Budding 9 Landscape Plan L-3 Building 8 irrigatkln Ran rr. INTERIOR 114. LAVA it:YRY }AM ki•AiqUFACTURZI CAM MOIRE ON Cr.3\ 0.P. OPERA0LE PAP. MICR its, Kii#43ER BASE RCM:. Frigir GROW; Wt. ROAN T. A-3 Buliding 8 Floor Plan and Elevations A-4 Building 9 FlOOf Plan rind Eavatiorys A-5 Walt Sections A-6 Roof Plans A-7 Roorn/Dcxv Schedule; i>stails BuiRling 9 Root Framing/Foundation Founctation Sections Root 59C00.riS Roof SectkIns Parwl t.,Ading 8 Pane! Elevations TENANT IMPROVNECIT vER Partici or Fug Secti.en WSILAUtigaE MOP Ta.iporaty Emsion Control Plan Sanitary Sewer and Waterline Extension Plan Detaiis, Sections And Construction Nz Door Number 1300T41 M./MI. 4-1P0 Earfittor or/ 5/8" CMS each side up to coking. Extend to roof deck where noted on dwg,s On Hour Rata...Wait Insulation up to structural frarning. Two HoUr Retecl Elevator Door toyers !ix typo Gws (s Ch Hour 1 Elevator bk Mechanical Shaft Wolis similar to 212 CH 22 w/ studs wooed br-rad to floor ond roof systems. side vi/ 30und butt Inz,,latIon, z4. his option. MI walls to extend Nil IMght of the ohoft. Brace at floor and roof frornhg RECEIVED MAR 1 5 PERMIT CENTER • cr- tic • • i • -, • (3C 41'.. • No DESCRIPTION ( ratA I NTED MAR 1 5 1997 PROJECT DATA SHEET NO OF • JOH NO' 90052 DATE DRAWN PAUL Pis i t • HANDICAP STALL PLELL • 1711; H 10 4 .7 1 1' :;;; ;, ) P.,e•t•*. notice, it is due te the quality of the original document, 11 iv., it4 GEPKWY 1 9 NOTE: if the microfilaed document is less c!ear than this • • • ,z4 E3E k4 lx tg` I ANT 8 JC IC EA PL BV MA CS CH BOTANICAL NAME / MAMOM NA B: E ACER PLATANOIDES'EMERALD QUEEN' / NORWAY MAPLE ACER RUBRUM 'RED SUNSET 1 RED MAPLE PRUNUS C, THUNDERCLOUD' / FLOWERING PLUM EETULA JACQUEMONTII / JACQUEMQNTI BIRCH ACER CIRCINATUM /VINE MAPLE PINUS NIGRA /AUSTRIAN IAN PINE CALOCEDRUS DECURRENS / INCENSE CEDAR JUNLPERUS C. s ORULOSA' 1 HOLLYWOOD JUNIPER ILEX CRENATA 'COiNVEXA' / JAPANESE HOLLY EUONYMUS ALATA `COIMPACTA' 1 DWARF WINGED EUONYMUS PFFUNUS L ' OTTO LUYKEN' / OTTO LUYKEN LAUREL BERBERIS VERRUCULQSA / WARTY BARBERRY MAHONIA AQU!FOLIUM 1 OREGON GRAPE CORNUS STOWNIFERA / REDTWIG DOGWOOD CISTUS HYBRIDUS !WHITE ROCKAOSE �. tee, ti. _ ,• :,t` ` i .. AL.MO • 2" CAL. 2" CAL. 2" CAL. 2" CAL. 6 -8' HT. 6' HT. 6' HT. 15 GAL. 24-30" 21 -24" 18 -21" 18 -21" 21 -24" 24 -30" 21 -24" NOTES B & B, MATCHED FORM 3 & 8, MATCHED FORM B & 6, MATCHED FORM B & 8, MATCHED FORM B & B,• MULTI STEM £3 & B, MATCHED FORM B & B, MATCHED FC`RM FULL FOLIAGE FULL FOLIAGE FULL FOLIAGE FULL FOLIAGE FULL FOLIAGE FULL FOLIAGE FULL FOLIAGE FULL FOLIAGE SYMBOL. P!•= EJ Rr� RO ND LEM NSA NMI T --�-- VF E. E., f V F E.K 13T H �? f>rrM ra 4 E e:ciNS'rtz-1,.16-T'iO44 a6, -- ri - r1 F-5. INTERURBAN AVENUE 8. Building 8 BOTANICAL NAME / COMMON NAME PHOTINIA FRASERI / PHOTINIA EL'ONYIVMUS JAPONICA A'MICROPHYLLA' / BOX. -LEAF EUONYMUS RHODODENDRON 'ROCKET' / AHODODENDRGN RHODODENDRON 'COMER WATERER' ; RHODODENDRON NANDINA DOMESTICA'COMPACTA' 1'HIEAVEVLY BAMBOO HEDERA HELIX'HAHNS' / HAHN'S IVY HYPERICUM CALYCINUM / HYPERICUM SOD LAWN ANNUAL COLOR BEDS .�N 44 . L uomosimeautrioastiaastamsEencommmunielmsamismati m masas m a mmumasimAtegmem il isr 1 ---( 4 0 IS x Is" P.REG. S apMG E., f' .vEt�S e FAG �I P F (;arm 11_L_ r V EFS) LANDSCAPE NOTES SIZE 15-16" 24-30" 24 -3A" 24 -30" 4 ".POTS 4" POTS :C: 10. REFER TO CLViL ENGINEERING FLANS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS FOR GRADII `3 AND UTILTIES INFORMATION. r _F • , 11. REFER TO SPECIFICATIONS ANL? PL*I8 FOR ADDITIONAL NOTES. 1 GENERAL NTRACTCR SHALL CLEAR. AND GRUB ALL AREAS PRIOR TO COMMENe0ENT OF LANDSCAPE WORK. GENERAL CONTRACTOR TO.. PROVIDE SUBGRADES IN ALL LAND GAPE AREAS AT 4" MINUS FINISH ELEVATIONS +/- 1 /16TH OF A FOOT. 2. LANDSCAPik CONTRACTOR TO PLACE AND FINE GRADE: IP0RT TOPSOIL AS REQUIRE TO MEET FINISH ELEVATIONS PER THE PPEC IFICATIONS. 3. GROONDCOVER SHAD. BE INSTALLED PE :T THE SPECIFIED VARIETY AND SPACING WHERE INDICATED ON THE PLANS, GROUNDCOVER SHALL BE INSTALLED CONTINUOUS UNDER'SHRUWAND TREES. LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE Y EAR FROM THE DATA OF FINAL APPROVAL PER THE CONDITIONS IN TFIE SPECtFtCA T IONS. LANDS N CAPE CO TRACTOR SH.ALL� , I LANDSCAPE UNTIL FINAL APPROVAL. PROVIDE A ONE YEAR LANDSCAPE MAINTENANCE. FEE AND SERVI PROPOSAL WITH THE CONSTRUCTION BID. ONE YEAR MAt?�r`1 dANCE PERIOD TO COMMENCE UPON ANAL APPROVAL. LAN ' CAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BY APPLICABLE CODES AND ORDINANCES FOR THIS WORK. 7. LANDSCAPE CONTRACTOR SHALL „` C)VIDE PROTECTION OF ALL^ PROPERTY, PERSONS, WORK IN PROGRESS, STRUCTURES, UTILITIES, WALKS, CURBS AND PAVED SURFACES. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITES PRIOR TO COMMENCEMENT OF WORK AND PROTECT SAID UTILITIES. 'CALL D 0KE YOU DIG '1- 8O(M- 424-S555. . LANDSCAPE CONTRACTOR TO PRESERVE AND PROTECT EXITING LANDSCAPE TO REMAIN. REPAIR AND REPLACE ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES. NOTES FULL FOLIAGE FULL FOLIAGE FULL FOLIAGE FULL FOLIAGE FULL FOLIAGE 18 "0.C. 18" O,C. SEE SPEC. N.I.C. 9. LANDSCAPE CONTRACTOR SHALL VERFIY.T SAT POSITIVE DRAINAGE EXISTS' iN ALL LANDSCAPE AREAS PRIOR 10 STALI AT ON OF PLANT MATERIAL, IMMEDIATELY NOTIFY OWNER'S REPRESENTATIVE IN WRITING OF ANY ADVERSE DRAINAGE CONDITIONS WHICH MAY AFFECT THE HEALTh OF PLANT MATERIAL TO BE INSTAU.ED. t. Scale ::4'" r-0a :TA'EC4 WASsilt4TOM EG SrEREta t. rotopE AROtitECT Cti i CERMICATE . 1. f- 1 133 Seventh Avenue West Kirklund, WA 98033.5301 Phone 206 822 -5895 Fax 206 8224105 • RECEIVED CITY OF TUKWILA F£R 7 195 PERMIT CENTER Landscape Arthitecture •:J • a �F a � - III IIjJiIIIIJIIIIIII1I1I 0 1 TH. SMCH I;llllll!3I!II!�III'!Ii�!;i 7 3 .r1.• :' � `'S�' '''r r. .+�• :''3'�. ''� + "'irtr7 l•'a1.+Ft: *.s ?6itr ? ?w 'k�fh'°./�.L '''?a4. 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CHECK: 1 •••■•= RECEIVED CITY OF TUKWILA FEB 7 133 Seventh Avenue West Kirkland, WA 98033-5301 Phone 206 82245895 Fax 206 822-1105 irs' f!chit4tti& PlanP-rf . , • • ••• :'-qt/r- -,*-1, 4•4 4.'ik —'''''"'"'.**`" , , . : 75 `40 ,---5;1. ‘-' ''' "--:"." - A . : P' " '''k:VJH"' ' ' ' 1111111111111T111111111111111111111i10111-171117ll ilfifililltlipir 1 3 4 5 6 7 8 9 , MOTU: If the micrafilmed document is less clear than this notice, it is due to the quality of the original document. " 1! 11111111 10 11 wof9.6ER 12 8C Li, SZ hZ ea zz le (ye 6t 81 a 91. St t' CI l lt 01. 6 8 L. 9 S sr E we4 0 111,11 !huliklhm!thihwkiiLidlliW111141;114.1411;111flikuiwm166141411A111610m10444141hilhdlu:kh!HkId111161h116 whIhmluld , • • SQL DESCRIPTION P.S,I RADIUS G.R.M. oti. eti g a. an 4d eta ©m RAINBIRD 1804 - PRS - 15F, 4" POP -UP SPRAY 30 15 3.70 RAINBIRD 1804 - ?As- 11Q, 4" POP -UP SPRAY 30 15 2.78 RAINBIRD 1804 - PRS - 15H, 4" POP -UP SPRAY 30 15 1.85 RAINBIRD 1804 '• PAS - 15Q, 4" POP -UP SPRAY 30 15 0.93 RAINBIRD 1804 - PRS - 15VAN, 4" POP -UP SPRAY 30 15 1.85 I IAINBIRD 1804 - PAS - 12F, 4" POP -UP SPRAY 30 12 2.60 RAINBIRC: 1604 - PRS - 12H, 4" PCP -UP SPRAY 30 12 1.30 RAINBIRD 1804 - PAS - 120, 4" POP -UP SPRAY 30 12 0.65 RAINBIRD 1€ 04 - PRS - 8H - FLT, 4" POP -UP FLAT SPRAY 30 8 0.79 RAINBIRD 1804 - PRS - 8Q - FLT, 44' POP -UP FLAT SPRAY 30 8 0.39 RAINBIRD 1806 - PRS - 12H - FLT, 6" POP-UP SPRAY 30 12 1.30 RAINBIAD 1806 - MS - 12Q - FLT, 6" POP -UP SPRAY 30 12 0.65 RAINBIRD 1806 - PAS - 8H - FLT, 6" POP -UP FLAT SPRAY 30 8 0.79 RAINBIRD 1806 - PRS - 8Q - FLT. 6" POP -UP FLAT SPRAY 30 8 0.39 RAINBIRD 1806 - PAS - 5F-B STREAM BUBBLER 30 5 1.50 RAINBIRD 1806 - PRS - 5H-B STREAM BUBBLER 30 5 1.00 RAINBIRD 1806 - PRS - 50-B STREAM BUBBLER. 30 5 0.50 RAINBIRD 1806 - PRS - 15SST, 6" POP -UP SIDE STRIP SPRAY 30 4' x 30` 1.21 RAINBIAD 1806 - PRS - 15EST, 6" POP -UP SIDE STRIP SPRAY 30 4' x 15' 0.61 • I V -77 Irrigation Schedule r mc NM err- sJ..y.', • -- + INTERURAN AVENUE S. 7 11f DESCRIPTION PIAIN31R') 150 - PER, 1 1/2" REMOTE CONTROL VALVE t: RAINBIRD 100 - PEB, 1" REMOTE CONTROL VALVE [ � FEE. CO 805Y, 1 i /2" DOUBLE CHECK VALVE ASSEMBLY WITH y ":EATHE VATIC 8024BCA - 15, 1 1/2" VALVE, AS MASTER VALVE Ll 0 RAINBIRD 4480, 1" QUICK COUPLING VALVE Building 8 4- ftZE.` . KvE- 4 PP,oTEG - 1 - E.xi 7flkE1 !RRICIAT ON RE v,A4 '. 4 RE:rI. : ANY t7 c1E - _, GA :7 �Y - -- - --� oN�Tc.� - -rl o1\! RAINBIRD RC- 12800 w/ RC -1260S AUTOMATIC IRRIGATION CONTROLLER WITH ADD ON CONTROLLER 2" CLASS 200 PVC MAINLINE CLASS 200 PVC LATERAL LINE (SIZE AS NOTED) SCH. dO PVC SLEEVING (TWICE SIZE OF INTERIOR PIPE) ENO 1 11251 g1g� Irrigation Notes 1. GENT~ iAUCONTiiAC"f OR'TO PROVIDE INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTP /CAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE. HOOK -UP INTO MOUNTED CONTROLLER. CONFIRM LOCATION OF CONTROLLER ',t TH GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. 2: GENERAL CONTRACTOR TO PROVIDE AND INSTALL 2" IRRIGATION METER AND 2" SERVICE LINE PER THE LOCATIONS SHOWN ON THE ENGINEERING PLANS. GENERAL CONTRACTOR SHALL PROVIDE A 2' THREADED CAPPED PIPE OFF OF THE WATER SERVICE AT 18a BELOW FINISH ELEVATION AT THE IRRIGATION SOURCE CONNECTION LOCATION INOIOATtO ON THE DRAWINGS. --- — -- -- • 3 IRRIGP.T1ON ONTRAC T OR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BY APPLICABLE CODES AND ORDINANCES FOR THIS WORK. ALL WORK TO BE INSTALLED PER LOCAL CODE REQUIREMENTS AND MANUFACTURER SPECIFICATIONS. 4. IRRIGATION CONTRACTOR SHALL GUARANTEE ALL MATERIELS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE FINAL APPROVAL PER THE CONDITIONS IN THE SPECIFICATIONS, 5. IRRIGATION CONTRACTOR SHALL PROVIDE PROTECTION OF ALL PROPERTY, PERSONS, WORK IN PROGRESS, STRUCTURES, UTILITIES, WALKS, CURBS AND PAVED SURFACES. VERIFY L OCATIONS OF ALL UNDERGROUND UTIL $TES PRIOR TO COMMENCEMENT OF WORK AND PROTECT SAID UTILITIES. 'CALL BEFORE YOU DIG' 1-800- 424 -5555. 0„ . IRRIGATION CONTRACTOR TO PRESERVE AND PROTECT EXISTING IRRIGATION SYSTEM TO REMAIN. REPAIR AND REPLACE ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES. 7. HEAD AND PIPE POSITIONING IS I IIAGRA ATIC;:;ADJUST IN FIELD AS NECESSARY TO PROVIDE ADEQUATE COVERAGE. 8. IRRIGATION CONTRACTOR SHALL SE RESPONSIBLE FOR WINTERIZING THE SYSTEM AND ACTIVATING THE SYSTEM (ONCE EACH)' PER THE SPECIFICATIONS AS PART OF THIS WORK. 3. REFER TO CIVIL ENGINEERING PLANS PIREPARED BY BARGHAUSEN CONSULTING ENGINEERS FOR GRADING AND UTILUES INFORMATION. 10. REFER TO SPECIFICATIONS AND PLANS FOR'ADDITIONAL NOTES. 1. 11 ,> - L.- `- I%q 1 L r • Scale. - r= 2O'-- " 31 or Gn 44r1- 19g1 qo STATE OF WAsp I GTO$ REGATEoIE0 ttuariscAPE # CtTECT l8. InFAA +AE4f! CUM/KATE � •ri Architecture 133 Seventh Avenue West Kirkland, WA 98033 -5301 Phone 206 822 -5895 Fax 206 82'2-1105 RECEIVED CO nF tUKWtLA FEB 71','1 w: £;f I NTER • . �i' k r�� = i.'•!d3�?�u$Y,t'b��i'Ys:�iLii ..s��'�"JtS� ��'�'�"...�i�,i�. I!J!IItl1IJ1I1J! 111 IIJIj1I ;JfII1IIIII!!1IIII!Il1t11 III±!Ifl•EJ] ! 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West Kirkland, WA 98033 -5301 Phone 206 822 -5895 Fax 206 822 -1 105 BU!LOI IRRIGATION PLAN 1 ` 1 1 1 1 jl1 1 1 1 1 1 J 1 1 1 1 1 1 1 1 1 1 1 1 1 11I 1 1 11 0 In nis tr1CN 1 2 3 11119^ . .ra .. .� �.. .. ,- - Y•J ,• �a�� , ,�y y ' L ;" .,rfI,K :.�.f� eCj + ,�Y,.�� , <" �� � sz �i:i' J ?C� •.�,�,i. /r` •{ l • .; ka (�GA�/5�+�J�� `.�� 11. .,Y., W4Y n'rRSr"�� {`NWrS,Y['} ~ T� t 1�i.�i']fiYCT�� 'V./:Y�. KaI rm�lu...+AS.atia'J' �� f � 3 W i r ) J �GJ 1 � L � 7 f. R�� .�F�(�'..dIYLPII�S�Y1feT% {f,E Y ���i 1. .lil.li ,1+111111111,1i11!iil!111111j .f f11�1111l11�1,1(Ili 11!�I�l Itttfi'i19111'! i}HrIllT;illli !1!x!1! 11!1111 i11111i1 H• .�i 6 .. ? 8 9 ; 10 1 i M■Cc 14 MRHAN! i t NOTE: If the microfilmed document i8 J.es cle than this notice, it is due to the quui.ittyr of the original document. • 06 6Z 8e. GZ 9c 9Z +1Z CZ ZZ L Oz 6L 8L LL 9: ^tiL 71. in et It Q(, 6 9 L 9 ff c 7 f; t wire , 1 0 111,1 i!!I!I!!1111 1111.111,,::,�!lill,l 1,11 il,l!I I , i !lUI.., <i till: :illa�i!i:l:! I.i II; I! !(l,llt,!ilr.l !!I!I!I i I I !Il,I! I +l , 111!I:IIIIl�!;+I!III (II ! Ii'll!!!I,!! + t!!!i!1 !i il'Il.11l 1 111 ,1 1 i!I !I i!liilll111 ►i1!{ I!Ii i!I 1ri I I 1 i !I 1 I!I!!!I!Ilil� 12e1:32 -,G to to 0 Ur a w • ti VICINITY MAP 1-- w w 4 t:. 0 w 0 w Lo P. z 12 • 30'1 e Amman maw* 1 0 Igo '( A z w z 1 `0' - -- _ .. ,�.. . x1 1 I EX. SAN. SEWER - ILi _ EX. WATER J 0 .:X. SS MI-1 r r E>C SIDEWALK CURB & CUTTER TO BE REMOVED 1 ENOS O ofG• BLDG. elmisno _ --_ MATCH EX. CURB WITH - EXIST. 8' WATER !NE X (n NEW CURB, CUTTER AND WALK _aJ NEW 30' ENTRANCE Grading Storm drainage Gateway Corporate Center - Phase V SCALE:.1" = 30' C}- 1 i L ...w.. 11.1011.1200 e.. .....,. omicron. morsel GATEWAY DRIVE (EXISTING) - -= 154,LF 12' SD la 0.8% ' \ N. _. C M # 1 TYPE I 16.2 - I.E. c• ro. r.E - EXISTING 12' WATER EX. S3 __ RIM = 15.0E LE. G 6.47 (6' CONC. 0 LE. 6.77 (8' CONC. N) I.E. = 6.32 (8' CONC. S) CONC. RE- - - - TAINING WALL PER ARCHI T. PLANS BUILDING #9 F.F. = 15.5 15,45__ . _15.45 E) 35.4 14.$ CS #I9 TYPE 1 RIM a I1 tQ 8.80 -DOCK HIGH LOADING EX, 8' SS 15.45 REMOVE EX. CB ___ - RIM *13.21 LE. Q 7.11 (15.' CONC. E) - LE. a 7.63 (15' CONC. W) FUTURE DUCK HIGH LOADING \ - = : T� 13E REMOVED -- -- - -- - - - FUTURE COt' C. FAD EX. SAN. SFWER LIFT STATIC N EX__ SS 4H, -. ._._ ThM )1 94 EX. I.E. = 5. I.E. IN = 4.1 - 4 W� mei inn F EXISTING - _.. -.._ FIRE HYDRANT 10' PR :VR - STORM DRAINAGE EASEMENT (TYPICAL) EX. CB - RLW , 13.59 I.E. c 11.69 (8• DI 0 EX. SS MH --- -- -- --- -- - -. RIM ' 16.63 LE. a 4.78 (12' CONC. E) LE. a 4.29 (I B' CONC. N) LE. = 4.13 (18" CONC. S) � a EXISTING - - -� f IRE HYDRANT \ IO' PRIVATE STORM DRAINAGE EASEMENT - ..- (TYPICAL) , w_ 0 z ' a w z w x w! N! XI WI t. '•.l5_'. 45' ! cB #10 TYPE 1 ( - RIM a 14.0 1r{I I.E.r11.80 I (48 1 3 4,fi I - .,NEW 24' I -Ei‘1TIATVC£, I 4oae 100 LF 8" SO @ 0.5% LEGEND: M 1r �- E 15.9 01 r i a: 0 0 N 14.8 c 4. ! '� r -- t ' 0 EX. 8' SD TO REMOVED I RIM 11.56 /- -- & BOLLARDS LE. c )1.96 (r3' DI E) i E XICT)NG CONTOURS Ex; -s nNG SPOT ELEVATION PROPOSED SPOT ELEVATION FLOW DIRECTION EXISTING STORM DRAINAGE PROPOSED STORM DRAINAGE: FXIF.3 T ING WATER EXISTING SANITARY CEWER CONCCRETE WALK ASPHALT PAVEMENT EXISTING EDGE OF PVMT. 30' ! REMOVE EX. S.S. 1� - EX. CB EX. PWR. VAULT BE I ___ • t I LANDSCAPE AREA __ - i � - 1.0% • 14 ■ _HP 14_8, l! . EX. 8' SD TO BE REMOVED REMOVE ' --EX. CB =1E_ _ RIM 12.56 LE. _ )1.16 E8' DI N) LE. = 10,96 (8" DI S) REMOVE EX. C6 RIM u 14.67 I.E. = 10.57 (8' DI E) LE. r30.57(8'DIN) LE. = 1 0.77 (8' DI W) - -' _. CB #8 TYPE 1 RIM = ;4.0 I.E. 5 10.80 BUILDING '4- F, F. = 15.5 CE? #9 TYPE 1 RIM - 34.0 I.E, = 11.30 EX. 8" SD TO BE REMOVED 16 REMOVE 1 � EX. 8' SS \) 7 • N 40 36°30" E. 190.00' rt1M . 12.86 LE. = 9.96 18` DI S) LE. c 9.96 (B DI NW) I. - . 7 1 I TO BE `Y, ft EX. 8' SO 1.0 ` a *--- (� ... R+.: OVE0 ). 9. 1 O \ kcs o/ 1.8 / �O 4.4 HP 14.8 0 \LEGAL DESCRIPTION: �\ Q 18 TNa INCi1 3 �j EX. SS MH I i.4 = 36.50 I.E IN = 658 I.E. OUT 6.38 _. CB #17 TYPE 1 r RIM n 1:3.50 LE. a 31.24 n€ 67, 8C LC 92. 5C 47e 1;1111i!i!I1!11!!1!!'d11111111.;1i111 ?11i 4 -5 E r LANDSCAPE AREA 14.3 14.5 ,_ ti1� a 10 -- :40) LF 8' SO S ;51 l.E. " 1:4.8 ?_ @0.3`4 14.2 HF' •�,a l.0% RiM / 1.0% / 1 ....... -...- _._...�. _. - 10' PRIVATE STORM DRAIN- 0.3% ACE EASE- MENT (TYP.) I,? HP __60 LF 8' SD 0 1.0% .- _ - -- .:: -•Ca *1E: TYPE 1 R3M ° l.JO 145 1 ,01% 14.3 HP -. NEW 6' 'HIDE CONC. WALK EXISTING CURB R .MOVE EX. CH - -- RD.i ■ 33 .43 (6 PVC E) ro )4.3 d \\.0. t . EX. 8' 35 120 LE 35' SD Q 0.6% 1.0% _ - � (.0'Ye - \• 1.0% �,. •-• •r,a '70 P.If,R =13.70 r 9.06 I.E, /= 8.34 I4.S EXISTING 12' WATER _-- as •CrIMMO sre.www. • 11. That portion of the Stephan Foster Donation Claim No. 38 and of the C.C. Lewis Donation Clam No. 37, in \Suction 10, 11, 14, and 15, Township 23 North, Range 4 East, W.M,, in King County. Washington, described as frol;ows: COMMENCING at - 6 point-which bears North 40° 01' 05 West 920.15 feet from a monument at the point of intersection of a curve on the car• :erline jf the Duwarra;h- Renton Junction Road, said paint of intersection being approximately 1000 feet East and 20 feet South of the quarter corner between soil Sections 14 and 15; North 49° 24' 00" West 835.00 feet on a line parallel to the 150.00 feet Northeasterly of the centerline f said Duwamish•Ronton Junction (toad, to a point which bears North 81° 44' 15" East 199.17 feet from the point of curve on the centerline of said Duwamish- Renton Junction Road, said point of curve being approximately 1200 feet North and 440 feet West of the quarter corner between said Sections 14 an.' 15; THENCE South 40° 36' 00' West 20.00 feet to the Northeasterly margin of th;, right -of -way of the Puget Sound Electric Railway, as estab +shed by deed recorded under King County Recording No. 310898 and rI3w known as the City of Seattle Transmission Line right-of-way); THENCE North 49 24' 00" West along said right -of -way 980.29 feet to the TRUE POINT OF BEGINNING; THENCE South 49° 24' 00' East 400.00 feet; THENCE North 40° .36' 00' East 702.10 feet; THENCE North 49° 24' 00" West 32.5.00 feet; Tti,`.NCE South 79° 15' 35" West 12.81 feet: THENCE North 49 24' 00" West 67.00 fer't; THENCE South 40° 36' 00" West 692.10 feet to the TRUE POINT OF BEGINNING. EXIST. 8" WATER LINE tXOSTIOMC BLDrl° .ate ..a•, .w7.11 0..011 ..... a.wn modem ,... Whoa a ,r..a .a.ms. v...0 PROPOSED DEEDED AREA FOR SIDEWALKS AND ROADS NEW L 30' ENTRANCE ! ' 40 36'00' E. 502.10' BASIS 01' BEARING: Ari fi t' 1.0% • SURVEY DATA: c 13.50 60 LE Er SD EX. SS MH I.E.( 6.06 (N) NOTE: if the microfilmed decument is less e'en than this notice, it is due to the quality of the original document. RIM •I 13.70 ANDSCAPE AREA ESTIMATED EARTHWORK lei 4800 cif 100 YEAR FLOOD ELEVATION 13.0 PER FEMA FIRIVI MAPS BE REMOVED 1 TI ro VERTICAL DATUM: NOVD, FEMA FLOOD INSURANCE STUDY REFERENCE MARK. 324; ELEVATION 24.46 NeWD RECORD OF SURVEY NO, 8611179(X)2. I300K 52 SURVEYS PAGE 114 WALK -- EXISTING CURB LANDSCAPE AREA - RIM 13,50 CB *13 TYPE 1 I c 13.16 C8 *14 TYPE RIM r3.5-o OJ 10 11 MAC" NFt°144.1 12 1WHICIIP,WITIJiZidiaj.1WhhhIHIHII/Odeb[hWillilW10111111111111Alidilli6 11111/111111101H14:41.HIM)01/11h1HIHAHlki li!IINIIMIA10111111!Iilialkh1H1 _EXISTING 32" WATER PROPOSED DEEDED AREA TO C/TY FOR SIDEWALK> AND ROADS EX. 12" SO T41 EMOVED 11-48 WITH OIL/WATER SEP. RIM A 33.5p RIM c 13:7 34.3 CB *12 TYPE RIM c 13.50 CB *I TYPE 1 10' PRIVATE - STORM DRAINAGE EASEMENT RIDGE LINE HP cr rel co 1 I ENOSTM ; BLDG. rE 14.2 SD Lti EA SEM EX. SS MH LETTER DATED RIM 13.46 12. DJ ATE ST RM DRAINAGE Ot mei DEDICATION FOR FUTURE ROAD 10' PRIVATE STORM DRAINAGE ESMT. --+ TO EXiSTRTIG DRAINAGEPURES EX. CB REPLACE WITH NEW TYPE 11-48" CB WITH OIL1WATF.ft SEPARATOR RIM c 13.64 BARRICADE (TO B REMOVED) AFTER CONSTRUCTION AND ACCEPTANCE BY CITY (OR FUTURE PUBLIC ROADWAY) APPROVED PER RI, IVORKS EX. CB RIM c 14.06 MAY I 37;97 A. • •••'' „ • '• ." •?•• • 1 •••••" ,;•.; . - ; cot.o st : -IL --......,..7., ,.. ,......,,-- ., .,,,„ L., •-• ? , '$0' '4-6:erk,,,,,I;A-n-„-; '...r',•„t,;;;;;,- 1-.4..- 1.- ,,....,,,_ .„. „}s.L.a..3.:.:•■„:,..1_,,,4,,,, 14 .. . . : ...Ii.y:,....,e,t, i. :. :)..........\., ,',•,.',: • 7 ,........... , 1 , , , , . t...,-• 1,,,•:4 -,...; --.' • . 1 „,/, .,■,, : so, rcz ‘: -.\-"-; I r71 , i,`1"-,4,,:'',/:-.:';'''N,''''-,.. • . .. `i- l'f., : ', ‘• - 1.1 .1 2 .f ,.\ ._ ...... „, " - •• - • • ••••• tr - ...) - - 1 - 1" , t. ct • ' ..,. , ) •,).., , ,...,:c .•. % c ..• ,. f.4...:1!-,...,,,..f,.i..'S.....;_'s j::.,r1„,..L'!.,I 7,,titi!..psii....''.,,.1•,..1,_...r.' ,,.. ■ . ,:t. ,.,.. ...: . ,\ ,:„ , , .,... \. . \ 7 ,,, ; \,.0. : .1 c::1 . . 2. ,,... : .: ..,,. :7;. : ,...„ ,.. ”1. 4 .4 ;• •..,.. 27 ' t ,••• •1 .3..1',.lif. iltii3 : '' i '7 •-- .'1.7. •L v..1... -, , -• , ,:i ..i ; .,; , .. '..'-',... t'... ', ..1:3 2 - • •■•^•-•.t • . t- . 7 LO•iYi \ . ' • • „..• .7,, 7 =t..7,... ,L :J ; v % . i • ,;' .„ .'. ••-• - 7- ••-••• :07 „,4, .,...4.V,i.:•:.. 1 . / :. " 1. ) 1 . 1., ,i r, „ H•ol ‘ „.■ i .i 1 ,, : • 1 ".; 7 . . ii ;.,'. • ' t . '22 ' 1 i -:‘ t. • . ",".. ' 41,1-L : ; , 1 ,.. ...... i N ,..:.,.,.:, , , ... .--..;.;.:--.-.::...:-:;;,..., , ; • , .;=,... .:.. ... ..; s ... ... q., 1 -.'-•• - - ; , , • '...:, ;.,........, , ; `:: 7;:<.......; .:I ..!.*,.... 4 ;..'/- • •.---- • 10' 3 4.2 ft, • .2 •s.'4 .• Washington Lake I • • ., t • t• • V . • - • - - - - ' . i ' - :: , 1 ej i.. ' \ \,..-• : :.‘..-44 : '-- ■27..:, _. `'.. ., ...'- '. ', \: 1 5 ,...... _I''.: .•. . 1... " ‘. ';',\ -.. I? E r\iir''oNi , , ,,....,,r .. ‘ ., ; . , ,,,,,sri '•.1.r.,1: • ..... ... k \ 7...i ......;.; ..., •. '.' 5 : - . , ;,.• ......• :':4:;5::" 1,1L'!...:.' I'..* VI. '' 1' 3 .I , l..•'. ' ' k . , .... . { \ :; i ' ...'-'!.....• ' . A •.'.... ' .. ' (...,.. ; .. , ..,;, i ,-,,..., ; ,..v. , i• ie .. .„„...., ...,...-.."..-,-.,•,, ....,..,„,.... - • •- .t.-•, • 03--.1. - .,?,. ,;,,,,,•.,..,. : ..r=7,-,.r. S T E -C-i1- - , ..,-; -- .-- - iy.'; r-- . • - 22 - •1 2- ,2 ;. ' •: i ';-•;;"--.:',.' :i 4 •-•.74 ) . ,• ,, ;....,''i ,. :: ■ , - 3, ..' , ...•.; ,- .:'••:= `•,' 7 .' - ' -.' V...\ '''-'• 6 ..•••-•-';',.. 7i .... - ., N. 0 .$ ' ■ ,( '-' ---•Li•- , ' '' 11* ' .->7.....)..... -''-'■• -' • ... -A' . A......, ... '''': . . „ .. . -•••• ... ; ;4, ,..' ........,1::-.:17;;;',3•77.......ii;!;.',r47--7,7-7.1-r. 41 t 1 1:'$:::,`. •-.,., '4; , ..---,..-:', ',;; 1 ... r ' ..-..*--,,-/ 7 i 4' .d.; . i. , .... : 2. , , . . i ...i. '-------; , VICINITY MAP - : ::: -- '''-•••,- -7-- . • ;-: . ; ,,,. k , ..., , ,. I . •... , I • ... •• , \ \-.. ‘.,..-.,__....,,,. . .....% .., , ' ' • 1 . .. ::'.•••:',..\ : ., ' f .; ' ....- .‘ -1.. -... . -:, '' 1 ..•, ' IN. s INSTALL' TEMP. RWI RAP CONS1 RUCTION ENTRANC . PER DETAIL DURING CONSTRU ;TION PHASE TO REMOVE MUD FROM TRUCK TI FS PRIOR TO ENTERING PUBLIC OAD WAYS. CLEAN A D REMOVE MUD FROM RIP RAP NTRANCE 0111 AT REGUAR $I4JTERVALS. • ' • • \ • -• • • • r --',• ; ! .. • t • EX. SS MH R9s4 16,83 LE. c 4.78 (12 CONC. 0 - LE. c 4.29 (18' CONC. NI LE. = 4.13 (ID° CONC. S) . „..! - '77• 73 , 7 17 7 7: 7 / zi y-;.;,;...; ; __.1,•._ TEMPORARY "V" DITCH (NTS) EXISTING EIRE HYDRANT EX. CB --- RIM 13.59 LE. (8" DI E) EXISTING -- f IRE )1YDRANT • • 3.4 -- r ' EX. CB I RIM 13.56 LE. = H.86 (8" 01 E) N 40 36'00" E. 190.00'1 FLOW DIRECTION ARROW (TYPICAL) EXISTING i2* WATER *'•E EX. 13' SS • 7 • -*T••••••• N 40 38'00" E. 190.00' ?•-• ?. \ _7t r:• lalagl. ,/..• , 1-1-, it 7. il # //' •#1 - ' laloc. 1 4 MOM I c a t 4. ,T ■• \ '• ..., :i ? "-.\ -;,....,,-,.;;',- ' --..,-,,,;, :-.;,..:;,...', P 111 iliti // r • .... , : • C.,...ti.„ a t •, 5 /./ „. /-.../.; a..- .-7. c"' .' -...3) " ci. 2' ., . 37".. \.)\ • 0.11.S. •S''' -''' I S I P •''' ... '. -. ...-'' /.v i i .. .t.Se.k...._ el. -,-.....--+ ...!......). r`t .C.. 1 _ ,,....,•' .2 VI . e ,.. ,x---......,,-.71,,. .J . ,. ..-TC •_•-• • , _ L. _ \ , V), ' .\ .... 1 ,.• Pr 1 i r ..- C ..Air ......". / / • •'.. c:-........xi e..111.U.LC* ' 154 (..7.:*••■:h1•7 / -••> - Z .- ^ • o , • • ....;•• • T 7:41; ../.71F ' . ( • • pi NI V,•34,T r".• • 4.• INLET SUMP it ALTER DETAIL (NTS) TEMP. EROSION/SEDIMENTATION CONTROL PLAN EXOSTONG BLDG. SD -•zt __„. - z-• - 11 1 i I 11 I I 1 own* own.. anu••••• ender 00.2.11011.1.1122.1011t BUILDING F.F. = 15.5 EX. CB RIM c 14.67 LE. c 10.57 (8* 01 E? LE. c 10.57 (8' DI N) LE. c 10.77 (8' DI W) KIM • 12.86 LE. c 9.96 (8" DI S) LE. c 9.96 (8' 01 NW) • ••-•°1:.• 1 ) 11 1! 11 - ---EX. CB RIM = 12.56 LE. )1.16 18' DI N) LE, = 10.96 (8' DI S) 1 11 11 EX. PWR. VAULT - & BOLLARDS. tammels ••50.4442 0 7- / oolmlarovm ..vrarammommosm.... r I •111 ifl • • • ' I • a ! - - - - - TEMP. CONSTRUCTION ENTRANCE (NTS) te. Gateway Corporate Center - Phase V SCALE: 1" re 30' EX. 8' SS EXISTING 12' WA TER •••••fto coma. racoleaso ormorD GATEWAY DRIVE (EXISTING) "N. __ FLOW DIRECTON - - ARROW (TYPICAL) EX. SS RiM ' 15.02 -- - LE. • 6.47 (8' CONC:. E. • 6.77 (8' CONC. Ni LE. • 6.32 (8" CONC. S) INSTALL: TEMPORARY 'V' - DITCH PER DETAIL THIS SHEET EX. CB RIM • 14.19 LE. • 9.2 (12' CONC. 14) LE. • 9.1 (8' CONC. W) EX. CB RIM - 13.43 LE. c 11.73 (6' PVC E) I 4 I , \ cr) I f - \`` \ N 40 38'00" E. .7 , • 4(3, L i N 40 WOO" E. 502.10' MAIMS ...Aim AVM. MMIS. 1.01.• %.1MMIM mRIAM, MINK. , / G , / I ' •I' wII ;••■,.1., ' •',;' BUILDING #9 = 15.5 • • . ELEVATION EMING ST 0{1.„1 *•-•310. EX. e' SD • EX. SS MH RIM • 14.71 LE. • 6.06 IN) I.E.(= 5.96 (W) • •• •••• r • Es:,; 41 2.142111411111 UOTTOkr i 1.1ATEF1iA1 /..." • r EX. 8' SS RIM • 13.21 LE. c 7.41 (15' CONC. 0 • 7.61 (15" CONC. W) "•-= 3= = = := =. "F = INS TALL' MIRAFI FILTER / FENCE PER THIS SHEET- 14 ESTIMATED EARTHWORK 4800 cy MIRAFI FILTER FABRIC FENCE DETAIL (NTS) 01.1.0 MAMMISM 112' ..VASH[ 611AV11 ; f .1.1.11MMAK • tr = = = 7= =7- =_ • - 777. = 77. - 7. 7:- li rX. CB RIM • 13,13 LE. • 10.4602' STL. W) = IC.4C, 112" DTI__ El 14 INSTALL WRAF' FILTER FABRIC FE:NCE PER DET. THIS SHEET EX. 15" Sr) _____.____j =-. = = -= = • , INSTALL" - - TEMP. 'V' DITCH PER DETAIL THIS SHEET - v EXiTiNC."7 12" WATER Nf.:,■,•;.. • oi,/,'.;!..!..• SL • - • 1. F f •s•-•• t TYPCAL. CROSS SECTION LEGEND: Inno. wm• anormoo 727- EXISTING CNOURS FI.OW DIREC.TION ARRow TEMPORARY "V" DITCH t4iRAF1 FL TEN FENCE EXISTING WATER p/ISTING s sANTARY SEWER f:XSTING STORM DRAINAGE fl • \ \ 3 INSTALL ----- TEMP. 'V" DITCH PER DETAIL. THIS SHEET. FLOW DIRECTION ARROW (TY(CAL) --------- L rT 1 EX. 50 co EX. 15' so 1: EX. SS M4-1 RIM 14.90 LE. • 7.22 (8' CONC. E. • 7.26 (8' CONC. SURVEY DATA: VERTICAL DATUM .; EX SAN. SWR. _ EX. CB RIM = 13.64 LE. = 6.09 (18' CONC. Et LE. • 6.14 (15" CONC. W) LE. • 9.64 (6' CONC. N) /I 1 EROSION CONTROL NOTES: EX. CB RIM • 13.46 LE. g • / BASIS OF BEARING' R)OR[) 01' SURVEY NO. 861119602, ROOK 52 SURVEYS PArili 114 1 All lirniis 01 clearing and art-is ot vegetation preservation j\ doscrihed In the plan vh911 he clearly Bagged in tne tield and 2.6'3:1 dUritIV, Coastruction. 2. All required sedimentation/erosion control facilities must be constructed and in 1-7rati32n prior to lanei clearing andior 0111:.‘r i:onstruction to insure that sediment laden water does 1101 enter Lb.: I drainage system. All erosion and sediment facilities shall he maintair%1 in a s.::isfactots ion until such time that clearing andlor construction is compteted :1nd potrrtial for on-ite .d has passed. The :mplementati6n rninterin:, replaement. and ailditions to erosion k.dimentainin control systent shall be the tesponiitiiray of the Nrrnitt 3 Tlte erosion and sedimentation control system dpced on this draing, art intended to he minimum . to meet anticipated site .onditions. As CtillMfat0/1 pi2gf3.7:3••tif2S and unxpl:cted or conditions tlictat;.2, the 11.I !32 Sh I 11 anticiNte that mire erosion anti sedimentation control facilities sill he necessary to insure complete siltation control in the proposed site. During the COWS:" t..•Crttu it shall he the obligation and reponsibility of the permittee to addi.ess any new conkttite•; that may be treated by his at tivitics atsd to pro id ovcr and ai minimum reuirmtics, as may re ticeded to protect adj:ent pi'vernes and water quality of the receiving 2Jr3nR: sy•stm. 4. Approval of this plan is for arosionisedirnentation conni)l only. It does not cor,stituhi an appro.:l of storm drainage, iz i10/ /0....11011 01 pIJI. rest:trs. thannels or 1 5. Any dstu,bed :ra %vhich has been ,:tripptiti of vgtat.et and Whc:v no further work is antiipate:1 for a period of 30 days or (nor:: must tv immediately stabilized with mulching, grass planting or other approved erosion control treatment applicable to the time of y:..ar in question Ofas% saerling alone will be aepibl1 only during the months of April through September inclusive. Semling may 11r12ett1 ourside tht specified il13C erod whenever it is in the interest of the prmtee, hut rod; IK augmented with tookflng Noting. or other ucannerit 2N by the deptirtment. NdT6: PROIIDE CB PROTECTION PVR DETAIL THIS SHER FUTURE 36' RIGHT OF WAY DEDICATION NG v1). 1:EN1A FLOOD INSURANCE STUDY REFERENCE .1AP.K 324; ELEVATION 24.46 NGN.'D 100 YR. FLOOD ELEVATION - 13.0 PER FEMA FIRM MAPS LEGAL DESCRPTION: That portion of the Stephan Foster Donation Claim Nn. 38 and of the C.C. Lewis Donation Claim No 31, in Section 10, 11, 14, end hi, Township 23 North, Range 4 East. W.M.. in King County, Washingon, described as follows: COMMENCING at a point which bears North 40° 01' 05" %Vest 920.15 feet from a monument at the point of intersection of a curve on the centerline of the Duwarnish-Renton Junction Road. said point of intersection beilsg approximately 1000 fee! East and 20 feet South of the Quarter coms between I 1 4 4'0C 1 i ‘v\ t 835.00 f eet on a tine parallel to the 150.00 feet Northeasterly of the cntclne f 53333 OuwatniahRer.wr: dont:v.741 Road, to a 4.-oiot which bears North 81° 44' lb` faat 199.17 feet from the point Qf curve on the centerline of said Duwamish-Renon Junction Road, said point of curve being approximately 1200 feet North and 440 feet We of the guar:er corner between s ; H 00' West 2000 feet to the Northeasterly margin of the rih-o-wy of the P r u i g dFr'C e 4 Sound 1 4 E 15 c 3t ' aitway. as established by deed recorded under King County Recording No ; sssitt 1 67 : 2 . 0 8 .0 fret; e : to the RUE INT :o feet; r ro OF BEGINNING. 310898 land now !'own as the City of Seattle Transmission Line (iht-of-way). THENCE. North 49" 24' 00 We( along sad righol.s.vay 950.29 feet to the TRUE PLANT OF T South EN 49° 24' 00" East 400.00 fet; THENCE Not 40 3' 00* East 102.10 feet; THENCE North 49° 24' 00" West 325.00 fet; THENCE South 79 15 3 THENCE s N o u u rt l h n 4 2346', 0 0( 05):: .y‘ w West ee 6 • 7" =7. -Zs- = - 4 - „ F EX. CB RIM • 14.06 I.E. • 8.81 (15' RCPE) .E. • 9.11 (15' RCPE) LE. • 9.46 (8' CPS) .‘: . • , RECEIVED nrre OF TUKWILA MAY 1 PERmrrCENTER " •-•• ; [3 • STAMP • 0 CMS 0 c‘i 0 csi 4 , ..... - &v.......r - tita t i'ziraittxs...e.inW -1. : 0- ..isagiat- 1 145U1A,Wirt.V442 , 04 , ..11, - 0,0*-4‘,. -)44. :/.a , t4/.1. 1 1 I I I 1 1 I 1 i 11111 11 j1 1 i 111111111 ! 1111111 W 111111111111 111 II! 1 I I 111 II 1 1 I 1 I 1 1 i t I I I 1!1 I I 1 1 I 1 1 1 1 ! 1111 I t t t i 1 t I I q 1 i 1 1 1 H1 11111 1 / 1 i 1 1 0 1 1 1 I I 0 "2" ' NC" 2 ...... '''.1 /. , 5 6 7 8 9 10 11 A3 12 NOTE: If the microfilmed document is ieos clear than this otice, it is due to the quality of the priginal document. OC esZ Se Le 9Z Ge t/Z ZZ te oz 6i 81 LI. 9t St EL 11. 01 6 8 1. 9 " 0 MiliiiiiIi!!!1111HhIIIhiiiI1WL!IIIIHA rd l,11/1[111) . 11, III l iih : IIL I I 11 h ! IIIII I IiffiIIII I IIWIIII II Ink , I I IP ,41 hi!lidiil]il l iiitii i lli1 1 1IIIIHlffillII111ifilnIIIIIditit11011 1 .110; 1 01 1 111Hhilk i AllihiHhIIIIIIHIP.11/.11H111■I I IIIIII 1771132 s £I S7 VICINITY MAP z 0 of) itt WJ z % EX. SS MH Ex. SAN. S R. LIFT ^TAT N EX. SZ MH Ex. I.E. - . 0 I.E.iN -4.i 0 I ina ivAa stern nm 0 w 01 SEWER FIRE DEPT. CONNECTION INSTALL' - -- I-12 "xte" TAPPING TEE 1 -8 GATE. VALVE (FLxMJ) CONC. BLOCKING INSTALLS - -- I-12 "x2' SERVICE TAP AP 10' WATEP. __._. EASEMENT (TYPICAL) EX. CB RIM "' 13.59 I.E. - 11.69 (8' Di E) EXISTING FIRE MX49:` 10' WATER EASEMNT -- - --- -- (TYPiCAL.) EX. SS Mil _______- ______ RIM a 16.83 �.. LE. 4.78 18" CONC. E; LE.. 4.29 (I8' CONC. N LE.. 4.13 (18' CONC. S) r xl w 1 4 E( . WTR. EX. SANIATARY - - 1 /�/ -_ � ___ _ _ _~_-- 1 1 vy- - V7 1 _ 4t p I EXISTING DIRE NYO. 1 321.F8'DI - 2' WATER SERVICE II ____ INSTALL' - 1 -a' 90' BEND (MJ) CONC. BLOCKING 20 LF 6' PVC SS fa9.0% NSTALL' -• - -- ' - - -- l -8 "x6' TEE LE. A 6.2= 1.E. u 1 .73 I.E. - 11.73 16' PVC E) C.O. INTERIOR SAN. SEWER moo. Mast .w.o •■■•. .o•••• BY OTHERS 5' 42 LF Di EX. CB RIM a 14.19 iNSTdI,I LE. - 9.2 (12' CONC. N) LE. 9.1 (8" CONC. BEND (MJ) i \ \ CONC. . 30' \ BLOCKING I ' SPRINKLER ROOM -- - - - -•- LINE •IININNA MINIM BUILDING #9 F.F. ra • 5r5 LE. c f .0 �• EX. SS MH RIM - 14.71 - - - - -- - -7 LE, 6.06 (114) LE. a 5.96 (OUT) EX, SS MH (REMOVE) RIM 'w 15.02 LE. 4 6.47 (8' CONC. E) LE. e 6.77 (8' CONC.N) LE. w 6:32 (8' CONC.) EXISTING SS TE: - - - - -- BE REMOVED OR ABANDONED Iq LF 8' DI • NEW `2,' WATER METER &'SERVICE LINE te r - ' 55 LF 8' ah - -- 2" WATER SERVICE 64'E EX. (5' SD CTOR CHECK PER DETAIL - FIRE DEPART. CONNECTION EX. 8' SS RIM e LE. = 7.41 (15" CONC. E) .1 LE. = 7.61 (15' CONC. W) I, TO BE REMOVED OR ABANDONED E.C. 12' SG X. CB RIM < 13.16 (.E. = 10.46112' STL. W) I.E. - 10.46 (12' STL. E) INSTALL ---- = - - - --- I -8 "x6' TAPPING TEE 1 -6' GATE y-AL.VE (MJxFL1 6.-LF DI EXTE -NS1OW 1 -5 MVO I ASSY. -14 _ WITH 5 "STORTZ PUMPING PORT CONC. BLK. BY OT(-HERS RIM = 15.3! I.E. ' 8.0 FXISTiNG 1 WATER CC I Q __ 10' WATER 1 1 4 _10' EASEMENT = 1 (TYPICAL) ZIP 1 Al a 81° EX. 184 SD Iw 7 . 0 ) 00 w EX. SS MN 0 INSTALL' -- - 8' DETECTOR \CHtC_�;� \ _ PER DET. SHEET - (1) w - EX. CB RIM 13.56 _ LE. °11.86(8' DI E) 14 44 36'00" ._ 11 11 11 11 i1\ 11 11 1 11 1 1 1 SPECIAL NOTE: ALL ; r Iei'QC e QJT LII 'Y LJNt S TO BE RE ., ©Vl!f OR ABANDIM[ D SHALL BE CAPPED OFF AT THE EXISTONG ligAMLINES. 4" D.L. J 1 \ EXISTING 12' WATER L 2 ' WATER SERVICE L._..� -- ■ FX. 6 ce O.a6S6 • SPRINKLER ROOM --- `! 1 - - - ---EX. CB RIM 12.56 LE. ' 11.16 18' DI N) \ LE. - 10.96 (8' DI 5)1 BO ILDIN 14 _ F.F. so 15.5 I EX. CB •� _ RIM n 1 4.67 1 �, LE. - 10.57 (8' DI E) LE.. 10.57 (8' 0i N) LE. 10.77(8 C.O. �._ IC)* INTERIOR SAN. SEWER BY OTHERS Ss CO RIM e 15.3• 1 /1 LE. - 8.5 IISTALL. 1 -8 "x6° TEE 7-- __ LE. 5.4! I0' SANITARY SEWER EASEMENT (TYPICAL') 5:•01 13. SD P EXOSTING 5£3 LE 8" Di NEW 2' WATER ► -METER AND SERVICE 3JTER(OR SAN. SWR. - -_- BY OTHERS 1 C:O. o 8 1 EX. CB -------- - Q- KIM - 12.86 LE. - 9.96(8'DI5) I.E. - 9.96 (8" DI r , SANITARY SEWER & WATERUNE EXTENSION PLAN e u o 0 0 EX. PWR, VAULT 7- - -- S. BOLLARDS TO REMAIN i :_r 0 - 6LF8'DI _4LF6' -- PVC SAN. SEWER c 78% i 0 ge 0 . CAP OFF EXISTING 8' II SAN. SEWER & PLUG AT MANHOLE WATER EASEMENT (TYPICAL) LEGAL DESCRIPTION: to to 1�1 0 0 Ao 0 0 i 1 1 1 J Gateway Corporate Center . Phase V SCALE :.1" » 30' .Q... .�.. 11•N•211•111 ..r.s . a°.o..s rs -- EXIST. 8 WATER LINE EXIST. 8' WATER LINE EX. SS MH RIM - 1fi. I.E. IN n 6.58 I.E. OUT -, 6.38 3 EXISTING WATER METERS TO SE ,� REMOVED PER CITY REOUIREMELN'T AND CAPPED OFF AT EX. 12' MAINLINE , / i ' ,r 14 4O 36'00" E. Y�itst portion of the Stephan Foster Donaiion Claim No and of the C.C, Lewis Donation Claim No. 3 in Section 10, 11. 14, and 15, Township 23 orth, Range 4 East, W.M., in King County, War rngto::, described as follows: CCMMPNCING at.a point which bearderih 40° 01' 05" West 920.15 feet fro-n a monument at the point of intortactfon of a curve on -the centerline of the Ouwamish- Renton Junction Road, said point of intersection being ap 01o"xr 1000 fee: East and 20 feet South of the quarter corner between said Sections 14 and 15; North 49° 24' 00' West 835.00 feet on a line parallel to the 150.00 feet Northeasterly of the centerline f said Duwamish•Renton Junction Road, to a point which bears North 81'' 44' 15" East 199.17 feet from the point of curve on the centerline of said Duwamish- Ronson Junction Road, said point of curve being approximately 1200 feet North and 440 feet West of Ma quarter corner between said Sectie to 14 and 15; THENCE Stet :h 40° 35' 00° West 20.00 feet to the Northeasterly margin of the nigh; -of -way of the Puget Sound Electric Railway, as established by deed recorded under King County R. cording No. 310698 (and now known as the City of Seattie Transmission Line r,g;rt- of -wey); THENCE !4arth 4i.' ?4' 00' West along saio right -of -way 980.29 fe :t to the TRUE FOINT OF BEGINNING; THENCE South 49" 24' 00" East 400.00 feet; THENCE North 40° 36' 09" East 702.10 feet; THENCE North 49° 24' 00" West 325.00 feet; !HENCE South 79° 15' 35' West 12.81 feet; THENCE North 48° 24' 00' Weat 67.00 feet; THENCE South 40° 36' 00" West 692.10 feet to the TRUE 1'0)AT OF BEGINNING. k I Ill�lll i ll111!1(I; 1111111; 11i11l1; i1 ;i�l;!!i;liiiil•1��P1i� - Ii 0 t TNS , NCif 1 2 3 4 .... .01 Imo ...a. _........ , 40 36'OO" E. 502.10' SURVEY DATA: OUSTING BLDG. . Orniev J GATEWAY DRIVE (EXISTING) 12.1O `__.- NS TALL , i2 "x2" SERVICE TAP �• _ -_- tISTALL' I- 12'x8' TAPPING TEE 1 -8' GATE VALVE (FLxMJ: CONC. BLOCKING INSTALL' _ - - � 1- 12'x6' TAPPING TEE ( -6 GATE VALVE (FLxMJ) 6LF 13' 01 EXTENSION I -5'W MVC HYD. ASSY. WITH 5° STORTZ'PUMPER PORT CONC. BLOCKING i .' Gr ...1:Xa'•r ».J,7;.Cvs •.. .�f:Y�..J�° Y•'+i,jn. a" A,Gr�r."4 -.es, t'u'^ ?,ii �.w�„'.�i' 111111111�111111fi1111111111 f f `i 6 7 8 • VERTICAL OAT1IM: NGVD, FEMA FLOOD INSURANCE STUF Y REFERENCE MARK 32'; ELEVATION 24.46 NGVD BASIS OF BEARING: RECORD OF SUPVEY NO. 86 ;1179002, BOOK 52 SURVEYS PAGE 114 • NOTE: if the microfilmed document is less clear than this notice, it in clue to the quality of the ,priginal document. 0 �'` 6Z ©e LZ ••Z S 77 E., 2c t c r �i l � � I ° Z 0? 6l 8l Lt 91 al E 7.l it � ](, 6 3 L 9 I I 1 I , I I (I II° I !! !I�.f l !.II, I � 11 I I l iinl j Il !1 ! 1 1 1 1 I ' I I , , I,•, ;,,I � , . 1 , ,1. I ,.1, L . . j , , , ,11, ,i. ,i, ,I. ,i, ,! . J, ,I• I I , ,I �11,1 111,. 1 ..,•11 , 11111,1 , , � 11111, u!, 1: 1LIlii fll : :u(ull!Illflii!Ill :ill! 11111 I 1 1 ' +' 1 ' 1 1 ' �I I ;111 I ., 1 , i i, • I..lU i l.)l i ll • cA 11i1111i?'Ii111 111 11 +1111111' 1111111111111111 9 10 11 MADE. 1 eRMMrr 12 t Z t "'" 0 ililiii111 1111111:1111111IiIiH11fl LEGEND: EXISTING CONTOURS EXISTING STORM DRAINAGE PROPOSED STORM DRAINAGE EXISTING WATER PROPOSED WA TER EXISTING SAKI T 4PY SEWER PROPOSED SANITARY SEWER EXISTING FIRE: HYDRANT PROPOSED FIRE HYDRANT PROPOSED INTERIOR SANITARY SEWER EXIST)N TO \ „Ef OF•� �A�TI DE� E ( S TiHG CAPPED - -- ..----- ..r'}_.� -- - - 0 • J 1 1 LEXISTA N L� r EXISTING FIRE NY °. '3' WAT rU REMAIN O at Ci EX. CB RIM = 1 3.46 I.E. _ 9.7! 12. EX. SS RI.0 - ( 4 .90 I.E. - 7.22 (8` CONC. t') LE. - .26 (8" CONC. W) EX. SAN. SWR. EX. CB RIM r 13.64 LE. = 6.09 ((8' _ LE. - 6.14(I5" LE. - E64 (6" EXISTING FIDE HYD. r CONC. E) CONC. WI CONC. N) .. r _36' RIGHT OF WAY DEDICATION EX. CB RIM .14.06 RECEIVED CITY OF TUKWILA pERmnrcENTER STORM DRAINAGE NOTES DETAILS: 17. 18 8. 3 . 6. h. All weira and uurcrtals shall be in accordance wit}, the 'StJwiL'rd Specifications for Roan, 141,4c. and lslunittpal Constnutlou,. 1Vashmgton Sato, l)r'atome:it 's1. 1 rar..pxortation and Ariseri:an 1luhhc \Voiks Association, \Va heigtni: State ('Itapter, 1988 edition Tog :ther w',th the latest edition of the Cmy let Tukwila Engui.xn"g Standards AI. approved copy of these plan.: /must be on site wh'•r. :ver construcuun is in pmgres:• It shell he the sons responsibility of the , :wIIIactor to obtain street tee! ant: any whet related pe•t prior to any construe silo lichen) 111 City ogle-of-may. 4 Pnor to any eonsinrcmon activity. the City of Tukw•iia Engineering Department ( "0179) / be et:rete ted for a pie'Slonstructlon nitsetieg 5. All Itteauons of existing utilities 'shone I:•.•r,:ain have loom established by (let.] survey or obtained ;rant available record: atcd should therefore he considered approximate only and not tieceaamily complete. It la the sole responolelity of the contrite to t eJependtntly verity the accwai :' of all ettluy locations shown. and to iuither (lis.:ovet and avoid any other utilities rot shown here •) which limey tie affected ht the Intplemetttati.>n tot this pan. "The corltrraaor shall contact the utititte:; unte:rgniund location service (1 -SOO 424 -5555! emir tr consttt . tl m The owner or his rvpretent:owe shall he immediately contacted if 2 utility email ::t exists 1.1. Catch Basin - 1•ype 1 • err WSDC)T /APWA Standard !Iirn 13.1 or Assswiaten Sand and Gravel 03.15, or vquzl- Catch Basin iype ti - per 'ti'SDC /AP1i'A Standard Plan B- le (48" 1 1). or 54" I.1_. as. designated) tot Asste atal Sand and (trav•l CB -I or equal. E. Unit rovers as (,'s:genead are WSUO1 APVVA Standard, (per St»ndsrd Pla.: 1 9. All Type• fl catch basins =hall have !adders or safety steps per W SI)OTfAPWA SIaj,dard P•an F3.12. 10. All :etch berm Irmo!. and grates shah he ductile lion per WSDOT'APl\A Standard Plan P.-24 11 All catch basin grates shall h.:, 0.10 feet below pavement/curls level. 12 AU ot1'water stoat-aim CB g rater shaft he the trund solid II>:ktm. t 13 Ali storm drainage , or1\rcen. r rip: shall he r.■,1. itt the fislluwing as tie.\nrtn..sted: a. 1!el ::al comer: at Alununuili !kJ!' asphalt•trteited steel). natiitinunt 16 gauge or greater is,.:owrt x 1' eorIugation. w'11h ft! _onnet'tulg h Co• t ",.•1.t• pet '\ S.T.M. (' -14 (' • s: H. > .t s r la 1.l, n<nn4ui,r t.rtttl bell ind s;otpu. (with tell flush with C. i. wall of u•et11, %sl(h tither Ira acts P.V.C'. contitiming to A.Sar.r.1 L) -3034 - SDR z5 1.l f oriel' ht• :ui'. of the alxr.'e provided: 11 Pine ;(silt. must 114: tit the war: materials, and 1 . A .. • • • %kiwi,. a pipe rneterlal is tpeetticany sh.,wn on the plan, that n:leterial !Host be ',Med r almunniin plc': toter shill be 2 4) feet Smooth wall spiral rib aluminum for asphail-treated :teen pipe, 16 gaufe. se /34' x 3/4' ohs at 7 1/2' rec. ADS type N -12 high- der:sky polyethylene aornigateJ pipe with an integrally forutal smooth interior to the requirements ents of A.A. S.H.T.O M.294. 14. All pipe btJding shall confnlm to WSUOT'APWA Se'c'tion 9- 3O.7(I)B for aluminum and P.V.C. pipe. and Section 9- 30.711)A for Lon: rote pipe. Ail trench backfill shall he compacted to 92% minimum do density pet A.S.T.M. D- 1557.70. 15. All pipe shall he laid on a properly prepared foundation set:oriing to Washington State Sp a :aticantel 7- 02.3(1) 11-es f.hall include ncre.:.cgry leveling of the trench bottom or the top of the foundation material as well as placement arid compaction of required bedding material to uniform grsde so that entire length of the pipe will he supported orted oo a uniformly danse unyielding base. If the native material In the bottom of the trench /meets the requirements for "Gni%e1 Backlit! for Pipe Balding,• the first left of pipe bedding nary 1.x. onuitesd, provided the material rn the bottom the trench is Iotnennd, regraded. a compacted to form a dens( unyielding base. 16 All building roof drain downspouts and footing drains shall be directly e'unnected to the main storm urainage conveyance system through an u!Jdergmund pipe system. Roof drains and Rioting drains shall he separate systems and shall he constructed of 6' (or 8" diameter where shown) P.V.C. rrigid, nonperforeted for roof drains, perforated for footing drains.) Sufficient cieenou1s and bends shall he installod so that the system can be e•,acily natntainuel. the system shown hercu n is schematic only. dram di contractor or landscaper may alter the layout is required to better . d.ain the rite. 1 ae contractor shall keep a dimensioned record of the location of all pipes and cteanouts aid submit same to the City. Engineer, and owner upon completion of the wont All roof and footing drains shali toe Iot:atrd in the field and rlljtisted as necessary to avoid irrtpaeting the existing (reels denoted on the grading plan to he saved. i)rain lines should be Incat.*J oiIside the dripline of trees _J he saved wherever possible. The storm drainage system shall he constructed according to the approved plans which are on file in the Engmeenng Deis:maxrit. Any deviation from the approved i iens \v>ll require written approval from the proper agency ! 9. Structures shall not be permitted within 10 feet of the sprint pine of any storm drain pipe. 20. Construction of dewatt•nrg (groundwater) system, if required, shall h, n accordance: with the A.P.W.A. Standard Specifications, Sel.tioi. x+1.3.02, 1981 edition. 21. Prior to Occupancy, the permanent storm drainage system must he cleaned out by pumping. (Do not pump os dispose into any Other stream, storm sewer, or sanitary sewer system.) 22. Rip rap rock for erosion protection shall he of sound quarry rock placed to a unin :mum depth of one (if foot. Rock aggregate to he as follows: 1/2' - 2 • - W% - 40% 2 " -4' -70% -40'4 R'- 4051.70`•4 23. 'rating of all storm sewer pipe will he at the option of the City of Tukwila. 24. When plain aluminum pipe or pipe etch is used where it will he in contact with concrete or concrete pipe, all alununum surfaces in contact with the concrete or concrete pipe than be painted seeth two c(laLs of paint. The aluminum pipe: to he painted shall he cica:ne•d with solvent to remove contaminants. After cleaning. the pipe shall Ix painted with two coaLs of paint ccnfornene to federal Specificatiouu TT -P-645 (Primes, Paint. Zinc Chromate, Alkyd Ve:hielc.) GRADING GENERAL NOTES: All work and roe:e :ifs dial( F. in accordance with the "Standard Specilicatlons for Road, Bridge„ end Municipal Construction," Washington State Department of Transportation and American Public Works Assceiation, A'asllmgten State Chapter. t988 edition. Together with the latest edition of the City of Tukwila Engineering Standards. An approved copy .4 these plans must he on site whenever eons:cm:non IS ul pn,L•rc \s 3. It shall he the sole re.ponsihility of the :ct•,nr:4ctor to obtain street use and any other related permits poor to any construction activity ie City right-of-way 4 pnor to any construction acti■ity. the City of Tukwila Eneineeneg Department 1433 -0179) roust be contacted for G prrxonstruction meeting. 5. All laationc of existin; l ditto sh•rwn hereon have been estahhshed by field survey or obtained from available records and should therefore he considered approximate only and riot necessarily complete. It is the sole responsibility of the contractor to independently verify the accuracy of all utility leeaions shown, anti to further discover and avoid any other utilities not shown hereon which may affected by the Implementation of this plan. The contractor shall contact the utilises underground location service 11•S00- 424 -5555) pnor to e'nnatf,Ction. The uwnnt or his repre.;1:nwttve shall be immediately contacted if a utility conflict exists. The temporary erosion/sedimentation control fa htiee shall be cr)nstreeted prior to any grading or extensive land cieanng in accordance with the approved Temporary Erosion/sedimentation Control plena. There facilities must he satisfactorily maintained until e'4m:arucn in and landsc,•Jpiiig is complete,' and the px,tential for on -site erosion has passed. All earthwork under paving to be teed by vehicular traffic shall he compacted to minimum 95% dry Optimum density per A.S.T.M. D- 1557.70 (maid Proctor). Unleas otherwise noted, all ere ea :luny shown to paved areas on the plan., are top of paving. 9. lmne4latdy following finish grading. any dlsturbexi areas not specified for permanent land::aping shall he seeded and stabilized with permanent vegetation, consisting of rapid. persistent, aril legume grace. (minimum RO# per acre). This is to include: 20% annual, perennial, or hyhrrd rye Peas 40% creeping red feecuc 405E what clover 10. The site work improvements shall he ctln,tiucttd according to the approved plans which are on file in the Enginoenng Department. Any Jrvtattoo from the approved plans will require vpproval from the proper agency. 11. The contractor shall kta•p parking tots and strut:( clean at all times by sweeping. Washing of any traveled oft will not he alb'wei. !? All parking and driveway areas to have positive drainage to collection /conveyance systems or overland sheet drain areas at one percent minimum slope: plan details shall not supersede this rexiuircment. 13. Open-eel roil crossings for utility trenches on existing traveled roadways shall he backfillyd m accordance with City of Tukwila, WSDCYF /APWA Standard Plan 11-11 and mechanically compacted. Cuts into the CWWS :ing a phah hat) ire n:at dine cut with saw in a contieuous line. A tempo :my cold :mx patch must be. phi :ed immediately after hackftll and compaction. A permanent hot mix patch shall be placed within 30 days end shall be the thickness of the original asphalt or three (3) leeches, whichever is gteatel 1. 4. Extruded teunenf cohere :e curbs around asphalt esite.s shall he t:onstructcd per detail• J.. 0 i ' 7 v - i r , t ` t'/r-T-,TY• -•,r1.: , 1 11,, , �A `�.,�_ 11 � .1 - " r, `y� ,t t3 r'r ?ti-tii -'Y-!: „,,,- ,-,'• '•' j1.. oF, :Sir , r n CJ T P Tr n �' . M 1.N EXTRUDED CONC. CURB NT . 3' MIN. COMPACTED GEPTFi CLASS - 8' ASPHAL CONCR(t. PM/TAP-NT. \ MIN. COMPACTED DEP eft /:RUSHED SURFACING; OP `C`URSC' OR 1l' 4g PHAI.T- TPFnT!C.i Aafir. HEAVY VEHICLE PAVEMENT SECTION Nrs 6' MiN- COMPAC. TE.D DEPTH (:RUSHED SURF AC:INti . .r . '5t;'R:SF' C,R 1 A ;PHAI.T- T (5 f3A'>F. LIGHT VEHICLE PAVEMENT SECTION N rs . °. 7. UPPE.id I ,) '.)r St )(3i1f ?> \p1 COS1PAC 71, 0 9`)' /o A,`i T M ) t 1 .,` , S - DS. ADDI EIO(.A. 'iTRUCTURAI F •it t•tA r 13E REOL11RED DEr ENL);N4.) N e,01L.' -i )NDIliONS. .`>011 ENGINEER ''J VER'E Y 'A :'t MCN ( f'RiOP ; C - L)^•S ; eett I)PpER I O OF SUBC.RADE COMPACTED r TO 95% ASTM 04557 STOS. STR../C1 Fft_L MAY BE RE0iffiED - - DEPENDING cx'J SOLS CONDITIONS. SOLS VERIFY PAVEMENT CTI(:)ft5 _. E'NGY TO f r'?IF SE TO TRtXT � !'fi"Il� OI:ONS ION. r . ' MIfl C(MF' r.c.1EQ DEP T H CLASS 'B" ASPHAL r CONCRETE ; A aE.MEN? WATER GENERAL NOTES & DETAILS: Ali work and materials shall be in accordance with ►he 'Standard Specifications for Road, E3ridge, and Municipal Construction,' Washington State Department of Transportation and American Public Wcrks Association, Washington State Chapter, 1988 edition. Together WW1 the latest edition of the City of •I ukwda Cnaineeriny Standards. ? . An approved copy of these plans midst bo on site whenever construction is in progress. It shall be the ::!)le responsibility of the contractor to obtain Arcot use alid any other related permits pr to any construction activity in City tight-of•way. 4. Prior to any construction activity, the City of Tukwila Engine ?ring Department (433-0179) must be Contacted foi a ()reconstruction mooting. All locations of existing utilities shown hereon have been established by field survey or obtained from available records and should therefore be considered approximate only and not ne:essanly complete. It iS the sole responsibility of the contractor to indupendentia verify the accuracy of all ui,bty Locations shown:, and to further discover and avoid any other utilities no shown hereon which may bo affected by the implernentatiorl of this plan. The contractor shall contact the utilities underground location servce (1.800 - 424.555111 prior to ccnstruction The owner or his representative shad be immediately contacted if a utility conflict exists. 6 Tne water /rain distribution system Shall be constructed ac:ording to the approved plains which are on file in the City of Tukwila Engineering Department. Any deviation from the approved plans volt require written approval from the proper agency. 1 Connections to orison o facrtit'es shall be sealed eft until construction is completed. No connections will be allowed until the new water mains have passed all pressure and purity tests. 8 Water Mau. Pipe, Bedding, and Trench Compaction: 3 All water stain pipe 10" and smaller to maintain a minimum cover at 36 inches below finished grade. Wrtere utility conflicts occur, water mains aro to be lowered to clear. • 10 All writer mains shalt be pressure tested and disinfected in accordance with Me specifications of the Washington State Health Department and City of Tukwila Standards All inspection and pressure testing shall be done in the presence cf, and under the supervision of, the City Engineer and /or his representative. 1 1. Contractor to provide plug¢ and /or temporary blow -off assemblies for testing and purity acceptance prior to final tie in. 12 Fire Hydrants: Concrete Thrust Block A. Ail fire hydrants shall conform to the City of Tukwila Standard Plan Nos. W-3, W -4, W.5, and W- 3. B. All fire hydrant ports shall face perpendicular to curb and towa.d driveway as 1 3. Domestic Water Services: A. All domestic water service lines to be type •K" copper, standard galvanized, steel i or PVC City o V pipe. Service , C Se ce cconne tin shall pipe, P P connections s shat be in ;4ccordance with t,tty of Tukwila Standard Plan No. 2.02 or No. 203 (double straps and corporation stops). B. Meter boxes to be installed by the contractor. C Meters to be installed by the City of Tukwila. 14 Buildings shall not be permitted within 10 feat of the spring line of any water main. 1 5. All water main: not in public right -of -way require 10 foot wide easements to the City of Tukwila. 1i All fittings 3 shalt be cast iron or 2 c4 St o e ductile, with flanged or mechanical loin( connecticr and bo the same thickness class as the pipe used. 1 1 Live tap.> to be coordinated with City at least 48 hours prior to construction. 18. All pipe fittings to he listed and labeled U.S. for fire service; installed, tested and Hushed as specified by NFPA Standards No. 13 and No. 24. Properly completed curio actor's material and test certifr.atee are to be provided to Washington Surveying and Rating Bureau and the City of Tukwila. s I ' 4 . 1 4 • 4 r • • • • J 1 • All v.ater main pipe to be , ement lined Class 52 ductile iron. conforming to A.N. S.1 specifications A-21.51 ( A.W.W.A. C151.761, or latest revision. Cement mortar lining and seal coating shall conform to A.N.S I• A- 21.4 -74 (A.W.W.A C104./41, or latest revision Pipe ioints It) be pushed co, mechanical or flange Joints. All water main pipe fittings to be cement lined, Class 250 cast iron, conforming to A „lid. S 1 A -21 10 and A- 021 11 - /7, or latest revision. All water main pipe betiding to be A.P.W.A C :ass 'C" A!l water main cement concrete thrust blocks to conform to standard details shown on the plans All water main trench backfill shall be compacted to minimum 92% dry optimum density per A.S T.M. 0-1557 -70 (modified Proctor) prior to testing water mains for acceptance. shown on the plans 4 18 "t SEE NOTE 1- I I £ 3 1 ! I " lr :� • Cast Iron Timing Tee .- Site On Sire Tae MO: Of EXIST. OR FUTURE B/W F ', Ity rommimo e II '1 1 801 NOTE P tees ON CEMENT L!NED. ASBESTOS CEMENT, `. II;oN OR SIZE ON SiZE UP TO ARO iNCLUDING 12' 1.0 2 ASSEMBLY TO BE PRE- TE$T£o WATEAMAIN TAPPING TEE (CITY OF TUKWILA STD. DETAIL # W - 7) NTS T s 4 ,.'11 PROP1tTT t-1NF. 4 1 . SPACER t 4 . A l r na a. ; CONC. 1ET(P. aox BROOic5 65 -SI Provide 0 ring seal per T.M C. 1 1/2" AND 2" DGMESrflG SERVICE NTS FREE MIN. • W. M. -^r • 1 .{; :,tot .ALA (l1. , •1.r,) 1 4 ?ROME THRUST BLOCK -- s 4. i ''.' Si:ACltt *opt ( CUAT1 to _ r - - � 'O %LW. SI roar rive SELL p 4 4 It t V (late veils /LANA0 00.11./ CM/C• •N .l 0 S • t 5P *4441tC •'IO 5 C•>11•COlr.l[CTIO• 4(SN AtI'3t. •t4 4,411 ' I u 1 Ill IICC?40 1540,. . 't 41s11I44e7 ,, XTIKTOS ewe! t1I1 •IAIh 4100' 1/4 lt4,e.11 >t '11141 `- 5.5 sY1u r1 1 h) - 4 011 144 4.5451 r4,( „4 LA([.l •Q. 7:01 -- AND DEI FEA BLDG. OR FIRE LANE CU Bury Hydrant L. 1 ° • 1 . n w L - • - 1 • /� EXIST. OR t/ FUTURE. S %Y! DRAINING GRAVEL 6' DEPTH - 24'COVER Q fSFE NOTE 1 _ ` •4•Ir' :s.' 1. 4• :,.t � 1 w 4 .-- - t 1 � • ,JI 1 74 GAf1 i Ft't 1 "Y �J I jt P R I N K L E R TYPICAL PIT ;CITY OF TUKWILA STD. DETAIL #W -9) NTS / o.Jn n et S44,ICt GUARD POS T • - -- /NI 1 • 1 ♦ _ . 'r • DOUBLE STRAP .SERVILE SADDLE SEE MOTE ,l �-•�.1 6Dn NOTES: 1. SEE SPECIFICATiONS FOR APPROVED TYPE Of PiPE 2. 9Q iiLBOW ! RAISER PIPE SHALL BE tiALYJ4ft1EO FOR 1MLET MD OUTLET SIDES MOTET 4.5• 1 0.5' n•G031 a(x 1! re its 'Kati )' MO MAXIMUM 10' FIRE HYDRANT ASSEMBLY (CIT OF TUKWILA STD. DETAIL # W -•3) NTS I!! - • • .v v RJUI T . PERFORATE 4 ISPACR `,„ . ; •••, it • t r r o a , / 7gV 12' -J- A1xc.E NETER HALLER H -14286 OR EQUAL SICK' iTT INLET FLANGE OUTLET l: 1,4l , J.O ilea•, 41:(4 $M4t •••• irk f IG1,I0.N: 4 4C1/ Its •; i SM4 41 NnIPl4rr• 4• .w r •(.• 11 •1' t7.A•1 1 0 u Ou!.ID( 34 Ir t(1'' ILI1Gtr 7e •el1s>I ,.Omer 11 t:' ;t(M.4M(r 1%444 (1 re •■at 40e11,P41 Maki) 44 4I r>IKS •D !•l!)( Or :Mil s '1 CCN, 41. 1 t ',Alai saki. May( A ---�� or 1 1.a• st(u MAt :M Da 11p J' t )' Stttl YINGED MItORS !PIP( ;4c. Us. t663J. nr E't1Ae. _-- _.Vail- `�S• pE4 3 L p�.AL'I_.� Fr i ' GUARD POSTS SHALL BC 16• LONG x 6` DIA. CONC. 4 r 1L.LED DUC TILE IRON POSTS BUR•D 3' BELOW FINISH GRADE. PAINT WITH TWO COATS OF RUST -OLEUM NO. 2766 -HI GLOSS YELLOW PANT / Hven/WS SHALL CCNF(1Rr( TO CITY OR()Ipr,ANCE #1567 ••:1) •tie 4N •4 r• • t.: .r 4•1• •1 ,tali '>(• 10 :04I.(C'.:441, 1 -e err 4a3••1t L41.01 •4:4•f, 1Air•T 1., r x 5 4 a _FIRE HYDRANT PLACEMENT DETAIL. NTS rIRE HYDRANT TO BE PAINTED w1TH TWO COA'(. .)I "PUSTn1._ :)-0' 5 659 YELL04r GLOSS. HYDRANTS TO 8E '.uELLEP 0A- 1'.015 OR `t :ELLER a -•ig OR EQUAL. 1 - (T ,4 n s7AJ•NQI•t T 4w :••W A. SPEC!FtvEAT!ON5 C 5C7 5 a : 9C JTS C.Cr1PRE55 r0 CCFC tC.'r - rrPE N'O 5: (ALL M,AV ? -PIECE BREa5,K- l rr, FtJi F w 1 T i BREAK I NY T44! BLE aT Tr GROUND L S hit OP s TEM. PIA.86R TO FACE STREET OR AS DIRECTED BY FIRE DEPARTMENT. 1YDRA/aT Stt4' HAVE A SELF-0 RING DRY 90+asoEr w( ri FACTORY FILLED RESERvOI11, $10t -DIN; [si'r'\StOx. 18" 8 OUNCES OF OIL. D!L RE5 IVOIF SHALL •NDr 4 LESS fl-AN t'wO "0" RING SEALS. il•iE iJPPF.R STEJ• S 4AL rcP.VE A etiASS SLE YD COURSE GRAVE OR cquSHE ROCK (3" to H ") T HYDRANTS SHALL 8E EQUIPPED 141 T T\./D 2S" N,S.T, HOSE PORTS iNC (INE 5" STORTZ P!1•wER DISCtt4J?GE PORT AND SHALL HAVE A it" P£NTA(;ON OPEN -LI C9ERATiNG NUT. •1YCRANTS SHALL NAVE A 6" M..J. BOTTOM CC34NECTICN AND S4'• raaIN VALVE OPENING; ',HALL i:E CESiGNED FOR A 4 42" BURY AaiD S.iIALL HAVE ie." AAOvE GRAVE LF_VEi. TO PIJM =ER DISOtARGE PORT. B. TO BF. U. L. APPROVED aNO HAVE : 1" (WEPj \TIt NUT. C. 11.3" Toe SF.eTT(71 (.45T IRON vALVE BOX WITH SL MINK. EXTENSION (R1(71 w;TA857. C'. - 'CAST iR(-YJ TEF. - M.J. x H, . :( F. t.- F. 2 1/'4" CCiATFD STEEL S11ACY.LE RO4S. S. ' C - i 3 ! POUR IN PLACE TO BLOCK MAINTAIN CLEARANCE FOR BOLTS. HYDRANT INSTALLATIONS TO BE PER THIS SiANDARO PLAt DNO REDt;IREPENTS CF TUrcWILA ".N C I • L CG I'1.. < :Pe . :1 Oonis::•r.Irt 1 779 ADDITIONAL GUARD POSTS MAY BE RE OUIRED PER PLAN DEPENDING ON HYC • EXPOSURE TO /, VEHICLE L I_ 9 SANITARY SEWER GENERAL NOTES & DETAILS: '., An unproved copy of these plans must he on site whenever construction is in progress. II shall he tic sole responsibility of the Con : 10 4 loam street tore and any other related permits poor to any construction activity 111 City right-of way. 4 Pour to any .onsiruetioe activity, the City of Tukwila iinginoertng Department (4'.33-0179) must be contacted for it preron!•trucuof meetone. 6 . The sanitary sewer system shall he conshucted according to the approve plans which are on tile in the City of Tukwila Engitlelenng Department. Any deviation from the Approved plans will require written approval from the proper agency. R All (manholes shall have a mmurnun drop of 0.10 feet tsrtween inverts. (' All manhole: not In paved area; ehall have kxkmg lids. U. It shall he the re-spvmobilitt• o the cllntra.•lor to adlu.st All nlan ... .k lops to match final asphsit elevation- and ground ele••auons in landscaped arras Sewer Pipe, Bidding, and Trench Compaction A. 4. Mimnlulr. pipe cover at may.hoies shall he 8.0 feat and 5.0 feet t*_•tween nuns. B. Pipe bedding sl.N he A. W.A. Type '1F' with material confirming to Serluon 9- 30.7A(2) (.'. Trench htck ;i shall he ci•mpac'tcd to nunimum 92% dry optimum dcn.ity per A.S 1 D- 1557-70 (modified puC4Ctor) pnor to testing sewer Imes for acceptance. 10. Side Srw.r retrials: A. All work and ho erialn shall he in accordance with the 'Standard Specifications for Road, fridge, and Municipal Cbrwtruetion ' Washington State Department of Tram ,wrtatien and Ainerie:m Pulit Works Association, Washington State Chapter. ORR edition. Together with the lace( edition of the City of Tukwib1 Engineering Standards. All locations of existing utilities shown hereon have been estahli :Jwd by field survey or obtained from i available records and should therrfure he considered anpnlxututr only and not necensyrily complete. It is the sole resp(linsihihty of the contractor to independently verity the aecuircy of all utility 13calions shown. and to further dist•ov;r and avoid any other utilities not shown here which may he affected by the implementation of this plan. The 1;ontrcetor shall contact the utilitic:, underground Lxat4on service (I- SOO.412.5555) prior to construction The owner or his r,prtesentativc \hall he immediately contracted if a utility conflict exists All new sanitary hewer line, shall he sealed off it the ecisit:ig trunk comiection point until all uprtraam :onsnruction is completed. cleaned, tested, tamped, and accepted by time. City of Tukwila. All cunstnicuoTu debris and water shall be removed from pile f,rwr to opening teal. Manhole and Lids:: A. A)I Tye 1 - 4S' nan);uies shall he (:o, slruLtld pee WSI)UTIAPWA Standard Detail l;-23a, with occcninc cones. : M•se :>r' p-• All sewer pips shalt be one of the following rL: de\Ignzted: P. V.C, conforming to A S.T.S1. S -1034. SDR 35. Doodle Iron, Ma: 50, coeforunmg to A.W.W ;1 0151. Pipe may he any of the above proved• :J' h) Side sewers shall i.e 6" minimum diameter a( 2.05E minimum slope. 13. Side sewers shale he tested for leakage at the same time the rain line sewer is (sited. If not tested together. provide test tees at sever main connections C. Buildings with greater than 10 unit !:hail he serviced by one of the following methods: I Double 6' diameter services connected to truck by standard tees or into manholes. 2. Single nxi••r .1.r .t, it t •• %scales _0 4 - t of r• l nr~ t >; m 't r1.! run. ult•> irmnnF,o Ito (Alternate :onnectinn methods are depleted on plans.) 1). All lateral connexions to sewer mains shall he made with a wye or swcepmg tee. 11. Construction of dewatering (groundwater) system shall lx m acc(r dance with the A.P W.A Standard Spe,iticatioits, Section 61 -3.152, 1981 edition, 12. Whenever sewers must cross under water main the sarwcr shall he laid at such an elevation that the top of the sewer line is at least 36 inches below the bottom on the water mate 13. Buildings shall not be permitted rmitted within 10 feet of the spring line of any sanitary sewer pipe. 14. Prior to (1:'cupan.y, the developer !:hall grant 10' wide- sanitary sewer ea:cinemas to the City of Tukwila. 15. Cleanouts stall be provided at the light -of -way line for laterals entering the public right -of -way. 1.x 1 •1 QS( Ire' a t Ar \J •_J.•K 5 . 4 nI••1• Pepe points must he of the salmi ntalenals, and Where a pine. (oatenal Is sp eiflcally shown on the plan, that material must he LseJ. vela /i x t1.a Ys l x n4 :] "a),V,r••• as- `)s. • J ) 1 II SANITARY SEWER CL.EANO!!T NTS 714.4■ r.•, hA' S. y a' SANITARY SEWER MANHOLE TYPE 1-48" NTS STREET SURFACE SEE TRENCH EXCAVATION -• --- DETAIL MANUFACTURED TEE FOR kEW MAiN LINE OR MACRAXICAL TA AiND APPROVED SI.0CIE FOR EXISTING MAIN 1INE ! 1 I; ;I• SEWER Ntln 1 R •, r -��-- Ter -,.,, a � . N••1. 1 e Y • CONE: 13 HGtEs then -5K1D P'Ai l&RN TO IDE CAST INTEGILEL O TOP Of COVER CAST /RCM a0N- LOCKING COVER. MIN. IaGHT. ISO LBS. sECIAgtiiA*A 6* 44, r %Mt: 1•.• ' 2.41 NC 444'$ ■aye• OM. rl ,o. 0a .••• r .+ .e'er e le- .POLL 011150 :n.r• • •ae^6..44.4••rwet. •ra(er $. n. v.f Inn.1.4, • „ C••e1 7rr I1fry .4.11.4•„ S • Y•I rs••;+A r•> OWL. Id • 0W, ••, , .e. at •_0.4 e• Pt• Gas.. • S.w:. o4o. eau it f, n( .•4 1.4.1 (nor saw.. ,• am. O471 , ., • ••••r• w Nl, 6,.• .1- ,e• r41 n•A , ..s •.. •4 •x• ( ,« :• o•• ..r 4/7•••• • O 0• •.7.•.‘7••_.•••••• '.n >4 Le.• 0't<• • • 44SM74) 41 N•• I :4••. •• • to V r+• •y' ;v ry , ! '.r• h, , rM :•v -rn. C 1r. r' 141 •p•'Onr f4rao1 en ti v. - sec ..o NeleNe. C1.. . O'r, e ". • eV! ,n S •VY.O 8 •• o. e 4•'- , "•n.>,.• c o S• • ••.141 - • • P■r• 1N tcerr. Yblp•e t'. _r••r,,7 • .,1f• ,• p•Oa• •.••.•••• yJ ..r •,, 4$ • ln• r err v • o ce: :c role 'r errs• re ! .rro :•• :•0 C I. pries• cr ..' • `r.,. ' .tce4 4, 1 • 4, OS 6 S Y"Y C.• , / , 11"*".. • •• .- • 4••c•■•• 0„ .Y CvlC..,• •70 1't 1 1 •ry•• •0 a■•• s ,4 0. •• •• r • 3•,1 ••10 • • •.•Ie+•Q • 4 440• nr,'.e > ■■ '! • .t - • 4E' n40MOV.. 47' 4.. S. •^T4,. - ., u Oe•.4.^ "04.4 f 1 N00 "' ^Da M.] :O•.• • >•N:• ;.4 'r OCCC••)••.• •,••' .,to •,•rrr.oe.c Sp•c•!IC•] • 4r,- .1.n.• - t'.3.r. • 41T.N•s'•.•• 1 04 ' Ov. -P co. 0. •n Or, ,• e: •o• s✓ • .ifs sr••• Oe ••r y.e: t 4. :.Cte •.r'4 N C In, .n• . ► r •. r.• r t C. 4. al•.v • 1.••••••0•• .., .i. •<• S. O•vJ t>. r•. =`C.G .. •••• 44•• ••• .r OC1! •r r a,r.. -..r coo xr. „- •- - - 5 L • q .> •e •!. •••,:'.,. SC. S...v •v.r>> >. 5'.4 (:acct r. • 4,r.0 -. •:•r • 'o• - •e .l. ., ..rv SM. ne 1„".J •.•.e r ? ✓Y, ` r•f! 4 /'.G ., lie 1G.'YT •CC 1 •. .r., >r flop• .'v. V>c • 7 w30v740'C4 y..' • . ...4 Inn • - '•.Y C 'M.t[r "r7^••n :•. 1.•a+ YAA E� _ 1/9 DENO 1F ( APPiC.ABL • 6' MIN. OIA. �Pt'•C ;oP /L� • f; 0 .. ease Rte'- -• ' ,. -- 4S• MIN, SANITARY SIDE SEWER `J TS COVERS SHALL NAVE THE wORO *SEwERS" !Ft 2" RAISED LETTERS WHEN USED IN CONNECT:CM WITH SAAITAR1 SEWER INSTALLATIONS OR "DRA:k" WHEN Ik CONNECTION WITR STORM SEWERS INSTALLATION OR *WRIER 1411EN IN CONNECTION WITH '.IATER TOSTRIBUTION INSTALLATION BEDDING kfaiiKitAAE i j - !-•--1-1/4" CAST IRON FRAME - MIN. UGHT. 210 LBS. • CLASS 'A' MOOING SHALL EC USED AT 1>EPTHS GREATER TWIN 15 FT. •CRUSHED fontlr, PEA GRAVEL OR APPROVE!) HAfIVE MATERIAL FOR DEPTHS UROER 15 FT. PRIOR TO PIPE BEING PLACED IN TRENCH. 247 MANHOLE FRAME WITH COVER UNLESS OTtif,RWISE DESIGNED dito a et RECEIVED env TurteRLA MAY 1 5 199) PERM IT C ENTER 6' MINIMUM AT PROPERTY LIRE • f • • • me oft tos 75 bill glo 44 C4 C lan *5 ; 21 Me " c 10 6: 3 01 Iwo j 4 1 0 1. CO) 1%4,2 0 4r- SOW cest: 13coa CI) e g n a fro la ILI i 0 . Ci G3 co j 0 co NOTE: if: the microfilmed document is less clear than this notice, it in eue to the quality of the original document. a -+ Y;1{e it :r . J r !-. t fe , +....r.. T • - . t „�. - ' �`r + , _ 4. 'til ` .. . �.r ';�. .>2:�, �, > ;�w.� {ma }.� jil!r .�,:+. r r w w EXISTIN'2 BUILDING EXISTING) BUILDING EXISTING BUILDING 910..0MI0411 r NM CUB CUr r6. . MO . a rw +u S w 1,11.14 w MM. r 6e.a a 6.6a. EU SW UNMEMESE atiG RIM =Manna RS SW SONSAGISZIE SS 1S ma y : als II ellmourn 251'3' low Building 8 ± 1 7,200 S.F. .CP SOU WM MUM RIM ... I6' AMU a'm BMW MMI EMM UMM 9C1t WAN NON WAN n'd WIN WM s. . r.no• . q.b . St . arm . min . war • WM. . •nl. . n.., . ..kw r w... q ...w . a f 1 l 'IPA) 1 _s a c_ i 6666 - - - .®. EXiyn 'b 0� ,.. ttJiLp11,16 l Clile L.I1.4 ' 'r' II111�111i111�1JIIII1�111 J!11�1;1!I1If 1J1f 11l�II (11111,{L1, INCH OE 6Z oG LZ sz 11! 1111111` Ili1111111Wii ;illillll�liil�liliiliii 1 2 3 49 24` 000' W 3 sulk,, co I 1' 1 1 a 400315 01.1111 .1 ..�...¢,. 171. 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Ilil�{ili illl�llll�lillillll lidhlli 66 '„ 6 ' ■.Qr.r••••.• v 11 i 11 11�6p 12 t1"' 36' ODE MUG ROAD W' 4 t JJ'T ----4 ,IRCIMMIREIMS ara 8111 eamminagess 1 . 1 . /O ' ' / r � •r lintSt DOCK r ‘k, wiGo LOAD OliSSISPEMS OS MI ■ I • FARM C 3TC LE MAIN NEW OM TO 7cIRTNG IN i RURWN AVERCIE U 1 H ...��', ... r.p +xc+.w..o...cr.waesw..a. �.a.�w..rr.m�.r...n.crr•r �w...m.w.a ... .. .. 114 . IIw i RA% ElaaitiRE —" Service Court 40 1 . 0 0 SS Ski .r. 0....... Min .!. 30'4' 7 I ti 1 1 1 1I a 1 1 1 1 1 1 WIMOMMMOnFlOmM On. inn. 0....n...WWIPIT • -w _ .r. ti RAL NOTEj .,.. l.. .az..* a 6.... 04 0 ...... POCHE INDICATES NEW BROOM FINISH CONCRETE WALKS WALKS TO BE 5' -0" VIDE, 6' -0" WIDE AT 2' VEHICLE OVERHANGS, UNLESS OTHERWISE NOTED. 2. THE INTERNATIONAL HANDICAP SYMBOL AND WORD "COMPACT' TO BE PAINTED IN WHITE AT APPROPRIATE STALLS AS REQUIRED BY GOVERNING AUTHORITY. 3. SEE MEC' RUiLD DRAVMNGS FOR RELATED MECHANICAL INFORMATION. 4. SEE ELECTRICAL DESIGN BUILD DiRA'MNGS FOR RELATED ELECTRICAL INFORMATION. 5. SEE CIVIL DRAWINGS FOR RELATED SITE INFORMATION AND BUILDING LOCATION COORDINATES. 6. ALL EXTERIOR LIGHT POLE TO BE LOCATED 4' —O" MINiMUM FROM EDGE OF CURB (TYP.) '7. PROVIDE CAST—IN—PLACE CONCRETE TURN DOWN CURBS AT ALL WALKS ABUTTING THE CURBS. ALL OTHER CURBS TO BE EXTRUDED (U.O.N.). PROVIDE CURB CORNER REINFORCING (TYP.) CIVIL DRAWINGS FOR TYPICAL DETAILS.(C•i.r.fb'I--'G. KEsH L'(�othca5) B. ARE LANE (NO PARKING) PAINTED MARKINGS ARE TO BE INSTALLED AS DIREC'T'ED BY LOCAL AUTHORITY. SY RECESSED H.I.D. FIXTURE TO MATCH EXISTING BI✓IL DIPIGS 1, 4, 5, & 6 20' POLE W/ H.P.S. FIXTURES TO MATCH EXISTING BUILDING 7 20' POLE W/ H.P.S. FIXTURE TO MATCH EXISTING BUILDING 7 EXISTING STREET LIGHTS PROPOSED SIDEWALK EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT (147 )(?.A1,41:-.142 DETECTOR CHECK VAULT. (t.k51' L} °•I:. ) JEeLcx/IL. f'.d .- IIN4G5 3 NAU.-M,o m -r ;-}.pry PI/TURE Y 1.v9ci '-1 a'IGI IRi TJLJILDI ; 1,4lr)t(0r 0 mrg 1 0 i4G ` o►` E r Uwe I(--- E•)4 1 Ti Co' 9 t... "i c Zes r4 ,rte lT>, (2) io e 3,!Lattixisr cot4c. W / "3/4i O� -� I Et E.o .3D! z•1 �}, � ,, 4 bR'P'.3. 11 -1 �l1s 1.1 ,J11of 146 1 . .... .W.. arrarns....wuua. pn..,r.v.a...... vrrH SITE PLAN r , f 1 EXISTING eU'LDING NORTH -1".11 ��l EXISTING BUILDiNG ] - /3o RzCIIVED ^ -TTY Of T1 1!(V11I1 ' MAR 7 199) PERMIT CENTER 6666. a�t...1. PROJECT NORTH L�1 Fran Et (Z) Di Cr Et CL >03 git r g 1=1 6 tairrA, MYER TO ROf -- ...". •.•—•'. i 1 I W I I ."—--- I -- I I ' ; 7: ! % • ■''' : " ::1 :' '" ':-...; ' ';? .- : : "Fj r; ': '''.-..::::' .''''-'..-:-..'-'''....:', .. '',._ ....;','-'' -" : :: :: : :: ' ' ' f: " ." . ........:. '. .. : %; ' :::::: ' , 2 :: :' ,.;•'. : ■ ,, , , . -...." l'.: :"...' '' . - 7 ; : -,.:CW:t '. ''...!C!, - .. l.. '. '..:/:: '1. :' "7 ' . ' !' :?i ; %• -"- : : ; :'? :" 7..:- '" . '. ` ..7..'1 : - ..t 7-1 ': - . ' ::';' )' ' ' .; --7 : : : -.::'f ! ' A / - ' :, ':`:•" . . -: ' . . ; : :; :` - ..7' ' ' r ''" . ';'!j"7: ,- -":; - :4 - : ' , '' ,...;:•1 - 'f , _ - ',.'..... _: .,.r..":, ;''.. ';':.:,.?,';!:.7':.,'"' '''' :::':', ' ."...:;'..• :/:''. ..::-.,;'; '''. - ;. -1-.4:- ' , '-,''''''''..''' :7 :`'.. : ': : -' ''''. ' ......:......'"';'.-.. .... _ . PER MIT CENTER JOB NO.: 90052 DATE: 2.1-91 DRAWN: 1 140 4 1 CHECK: SHEET NO OF: rrit! Sj ; :..„ ; Pr •-• . 1 ., - SI! ) 1 69c... '.: J------- --- '() 11\ 1 ....._., ,_ (.1.) • (i) t (4,_ Et:3) (.) ! T i 1 ____ H , , 368 _i__ 1 24 , 24 24 L 24 12:- e i2..3" 7 .. 1 I t, r); s z t, li d t - ; I I 1 1 1 iir t.) \il i . Ci kl ,\3 u xi: ii. tr i 611 4a__ 14 II I A" , 1 ■ , I i Eit:r..1 ,-;00w4.7. (aI1u rif),_ V; -e A.LA4';elei /443 ‘71-4E.2 4 --.:4;V-1,41..fit2 *7:15- H FZE . I 1 69 244' 24'-6' 24' 24 4,, • 1 41) 1 1 , 1 i 1 , 1 1 1 1 1 1 1 , - i 1 r 1 1 ■ 1 Ut•4 taAti Liral2 rgrAl‘t\ ne4Y1PE, 19. 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Pali? ••■•,...1 • _.._...._ IN& of 1N {"SUN alq iON Foarr i Ne4 I F eT RI.6T, ill 6e-• r ..1 {I� t N ' th r 0EG r. rrr — HLL .L+ : fOP,F fl eiCK lye FLMAS FUQP EP WALL 'N/ p&TT jI UL AA M P 'eTUfzE T6, N4.1T !9►Vl N , `1'Y p — \ 'Tor a Poi $ ,&P!i &U . 6I1.I, iGI P I f46veAL / -SPAD) PER CA Ii2tJ14 T1014 IN wow it t et-1 Toe a ;PE; 4 ' coN63 UP YV4LI. FA, e1, Ptl ki1'l CJ. 2' /1/12■•■ • _. CLEJ? ANOCt 41..0 M 'rQftia5 to t- `s/ i1 TINTER IIAUL CL4' r id S PEG. a L ,ANT ,1' CI S IIL CoNel, �1 �aMRUOT 1 ,)bb ON 2 4:, ON y e). Ot 14' CAPi LAf `' )'1e I PAlNl'r6o. RECEIVED CITY OFTUKWI FEB 7 1 PERMI7 rIN4st 1 PETz 6, s c fLALP IV► L f. p+t G- 0%1' 1' BLD . 9 1. ArchitectiEWArte BULDiNG SECTION WALL SECtION ELEVATIONS 26:) S E; .t; l" 7 119804 l • -rare- r, L;of4 , F,34.1at... ( ... - ..; N'UPRENE EXPANSION JOINT - } AS RE£I'D' FOR CLAMP WOOD DEC; ON 1 %%$0 . OOD ROOF FRAMING, SEE STRUCTURAL -- ..�....�:...�:.:. ILK ` AROUND .TRAIN PIPE PENETRATIONS. PROVIDE CLEAN« -OUT 6 <'RADD : E TENT) ORAN PIPE TO 5TCR•t S WEErlf SEE CIVIL DRAWING NG .OR STORM SEWER LOCIMONS. CONTINUOUS CALK AT TOP OF BASE/ f WALL FLASHING SHEET FOR TEMPORARY WATER. SEAL OVERFLOW PIPE WITH SCRED3 NEOPRENE EXPANSION J INT BBLOCK AS REQ'D FOR CLAMP WOOD DECK ON WOOD ROOF FRAMING, SEE STRUCTURAL NOTES: SEE ROOF PLAN FOR ROOF SUMP LOCATIONS, SEE moon, DRAWINGS & DETAILS FOR CONC. WALL. PANELS. O FLOW DRAIN PIFE TO DAYLIGHT AT 11-4144G 9 ..149r3( T'r 111.0;t e• r 4 ;4 ,140 .044o- -40 44') PIPES CONCEALED IN cc fiLAbTEga r). 4. 114 IPURP4 W4 OWN. et CONCRETE FLOCK StAE3 (FIRST FLOOR) SEE STRUCT. DRAWING, WOOD DECK ROOF DRAIN 1" CAULK AROUND DRAIN PIPE PENETRATIONS. PROVIDE CLEAN - -OUT * GRADE & EXTEND DRAIN PIPE TO STORM SEWER, SEE CIVIL. DRAWING FOR STORM SEWER LOCATIONS. BUILDING 8 ROOF PLAN FEB 7 W.51 RG � S.'It■'r �7� ;j ;t .31 LL RECE>;VE0 �-- CE1 ? OF TUKWILA SHEET NO OF All roof , .eat ons sho wn as < > are t top . of .. t uct bottom o F deck from ': O ,. f Yr ;oar elevation. e to be 1/4 inch per and 1/4 inch per foot locations., contacts prior eflt.. trat ls' us+ be re-- n "j afdff' t 8 ductwork 7 s . i i ng, ;sl al i `fie , by urns in ai n roofing. guarantee. .Day1itjht:,oV6r ?how drains at building 'soffit „ , s'ites! had ..ori three inch rainfall PO`s ra C •reggi rppents as . follows: 930, SF . •13.AX . area SIF : Tax:: area SF 'mix area .. beam•:1 -cat ores', c a d s ze are roximater i Qea -. s o ,r roof elevations ' ion r ct r ;,0E 4. be. ,re pons:i ble fog intt i lk 'ap s ,at iotuAi low poiiits for . s iti ye p.ondi ng water. 90119 r4ctitke to • viir fy I o c at ions O11oh° t :insta at o syste eeord 1. n.ate_ and as `re ui red for braci:por..: roof dlri. is 'thr° . • INEENSTOMMEMMEIBMSENEVIE C.!) r 0 to TH5 INCH 1 C7 ' r ' (,, i co n ( a7 COi1 .I H - T L s‘.;u r Ai Le 1 1- r +-1 \-- -6,1 (0 -C14- • y .mod f �'' :;.. y�111 t,l 7'� '' .tS1�ta*.RSRY3 YS' ." ... � , k 'f •+ �� � �A.Ffa ›,,- ;•.'?rn.J 'Z , 1,84041`gm.:il:i�".J,4iJ�li' Yvi 4?..0: » 11111111 11111111 IIlII111111111111111111i1 !111'II,II ills lip I iIIIIIIIII'� IWIIII�IlIil1 11` 1WI !liIIIIIIIIIIIIIIII�IIitttItll 2 3 4 a h 7 8 NOTE: If the microfilmed do is le clear than this notice, it is due to the 4uality of the original document. (_17L '7 4. 1 1I1i4111�1III! }I�III�ij!III?II1 �11i� Oi 11 MAf,EIN+}ERMAH 1 ' C 1 '11 -V 41'(0 0£ 6E 8 Lz 92 se 172 cZ zz tC O' El 8t Ll 9l 91. VI Et Et l: 01, b a 1.. 9 s 7 C z t wv !!? II ?I�1111!I�I ?I�lllli!II!II ? ;��i !�I��(�II Ii l l J�l 1 1 1 1 IlI'ii11'llltill J I�IIII� �JI ;( 1 VIII III II II 1�1 1 �, J 1 I J' I " I f I I 11 ' 1 1 1 I r' 111 I I I I JI 1 II,.. ill ' J I ` I •i I I Ii�ll i I �� I. I . � ,1,,,,,,�1.1(II,� ,,I , �I :.. +.lii ;lrl..11,lll.l.�ll,r,l I ;�1'J�,��{Ilillilli III, tlll{ I I. II?+ I!l, I�il l�lil? I�,: fl� 1, l�IIIIII „,,I,IIIII!1,,,!II ?.I!I(!I� , ILIA! Illl „.l�, +!ill��l�,.ilil!il�lll! III! Ili ?fl�l��t�t ?Il.��l,il!IIII.II� 1 I (4, (1? 61! Ph__ C '1 "g”' J UQT a N ©KI DE-MIL, 110. 2 /A 6t,:.S u►r� -OD PROJECT NORTH NORTH PROJECT NORTH NORTH BUILDING 9 ROOF PLAN cn 1 z 0 z WV- D t-:A!11�c��, ��7� Vf T�'��i: c 'g'i�tiij 9} 1�� { t A ��i� . i f • � }�.� {CSF�rr� (���s:�,� y 7 �, ' �, r74'b �r��+r :4 •1'�':. {1i.Yryi! ?�3 ,n;i 1 t 1 7 , .:!:� h Si. l ? 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IF TALL PER t1,414 UP 'per 6 E e gPE.1( f L. i UiM ow 4 -0' MIN. SECTION JAMB 0 TRUCK DOOR PLAN RIGID PIPE KOUIRED Building 9 'teL., 5 .* i `tJLi TIoI•J TILT lJ .° Ct Q G xic; L JkMb 611.0 !HTO -- - _ 5<<. S C,Io`l P2:.? 11-6"T'1,.1_ ftg. ;.{ N u SEr v AtH W - if;1HETER. l;` U! . P -at -1 cot- C Ct2EO OT. Ti T MD ) TRUCK DOOR SILL r 1 rsg pac. DOOR NO. DOOR SCHEDULE - v ' x -1 / 1 2" AL.u. ILA ® 3' -r''' A £'- V/2' I r .L.,uM - /6 L-6C2C7 C I C c ; ? -w 1- 10L,1-.f7v i l0'-o" x 10'-d ri e% ® I C%' -d 12 r° IE? zGi..* SIZE CORE HA "D .N HA EN DOOR MATERIAL FINISH FINISH 1 - - -- 41\\: pAIR Al-ukei. ; 0. I1 E ALu i.I CDLLO v TAI✓ ''ME-9 GO 5S -M F' o E j S HE Th. FATIRY Doo2o. Ew ICY C2Og. ' o0'i ClaS /I NTE:n A4..0 1�1. 0 44I.!T FRAME MATERIAL FINISH : 'y` �.. ,. ' s -; r. , fA i N7 1 ^+ . ROOM FINISH SCHEDULE CLE . t341,-IT H- .(. ,w . 1°Al 1 pA-iktT 4. - GLaelZ, /T11.41 &LIM. GL CLeLRITI NT ALuM I I JT c TE .. roN kiT ?MHT ST L DETAIL JAMB J SILL . V z„T Icl -1.. 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' ; , 1" "...'" :"- •;4 • si . •. . .,.. in ..r at • • • 4x6 LEDGER `(14' -9 "] (14' -- 4 x 14, DENSE #1 15' -6 "J -3 L A 4x6 LEDGER 2 1/2 x 2i GLE; 0 8' -0 I /8 "oc 4x6 LEDGER 2 1/2 x 22 1/2 GLB 2 1/2 x 22 1/2 GLB 2' 1/2 x 21 GLB G 8'--0 I /8 "oc 4x6 LEDGER <17'�- 6 1/ 2" 42 <17' -6" 0 ;CI <17'__ <19'- <17 2 � M 6 I /2"-- E_3 b►w 6 1/2 6 I/2" J -4 SIM 2I' - 6 112" <19' -3 "y 15' -6 1_/2" � 2'--0 - 1 3' - -5 I/2" (_1'_ 0 A . <17' -6 ">/ . -0° FB 4- ( -0' -8").\_ ._.. 1 i.r1 �33 1 1 L ._ J -- F 6.5 FE <19 '- N 14 30' -0" K-4 w > r•r.- ..zs.Yns` ".iC4"r+��s P;..., .J k: <1J''- BOUNDARY NAILING BOUNDARY NAILING 26' -0" 2'- 0 "1 \12',-01' e K - - `3z 05 -6'' 1 FB <17' -- 4x6 LEDGER / �I>ati LE:t'GfR 30' -0" 26' -- 2x6 $4.F.#2 41 24"oc W /F26N HANGER 4 EA. END 1/2" PELICAN MILLS 1). ;.11. t 1/21t .� i CIt, 8 , 6 4 d' •0 1"cte (14'- .0 < 17 ' -6' ( 30' -0" 1 1710•0•1 1 47 , 0•••••J 1 1.0,111.11,1411•••••• 1 1710•0•1 1 47 , 0•••••J 1 1.0,111.11,1411•••••• 1 1710•0•1 1 47 , 0•••••J 1 1.0,111.11,1411•••••••,..... - __. ...rr • ..r•� r - -- •r. ,wYw+. r.. (15 r 1 , -- F6.5 1 <19 ,s ".r C9 9t 30'-O" 0 ' (14' -g" T" I 4 CONCRETE SLAB W/ 12 x 12 - W2.8 x W2.8 W.W.M. ON 2" SAND OVER VAPOR BARRIER ON 4" FREE DRAINING GRAVEL. FINISHED SLAB ELEVATION I S REFERENCE DATUM - 2 0 L PANEL EDGES ALONG 2x STIFFENERS (TYPICAL) INTERMEDIATE FRAMING PANEL EDGES ARE ALONG 4x (TYPICAL) PLYWOOD PLACEMENT DETAIL L PURLINS F4. -4x6 LEDGER :747:•.4 i•: :.tr'E. rS'r,•'MaNn,!**44:VAri: tie" r:.•�•w ..'..•.. - •• �n. .- rnv- +r>..''w�r�^.n+'NRR °1t:q+ s wi- .�ar.<.lr•ri -+: %nss lM A'1+•.w.�v tl5...•...::..: 4x6 LEDGER 2 1/2 x 22 1/2 GLB 17 • 6 " y' ' -6 " ) RIDGE 253' -t" 30' -O" G _L 253 -1" 30' -0 "• K - 4 [ - O 7rie I 11 1L 1_1/2 x 22 I,/2 GLB 2 1/2 x 21 GLB 4 6' I /8' o c [ 14' -- H-5" SIM m . F -4a w 1,' -d " >' . . 19' -.3 "!( � 6 "oc PANEL EC NAIL SPAC / 4 "oc DIAPHRAGM NA 1 L I NG t SCHEDULE MARK NAIL SPACING ALONG PANEL EDGES CO N M 1 / 1 2 1/2 x 21 GLB a 4 8'-0 1/877C —.7 r t I a' ., A • 4x6 LF NE:R "rxs3r"rs_STIVArs +rr• rt•N'aweYrery �- • �r.�+� -_ : •� ±rye � 0 1 0 2 ROOF F & FOUNDA P� ANS -BLI T 30 4x6 LEDGER 2 x 22 1/2 G1, I/2 x 22 112 GLB 30' -0" [t4' -9" ■ -8 " [ 13 '4 "] 26'-0" 26' --0" Z -0 "---' -O" J 0 4 ' ! 4 2 1/2 x 21 GLB M 0 6'--0 t /8 "oc CO w ALL NAILS TO BE iOd COMMON (.148 "0x2 1/8" LONG). PROVIDE IOd 0 12 "oc ALONG INTERMEDIATE FRAMING MEMBERS. PROVIDE 2 ROWS IOd 0 4 "oc AT DIAPHRAGM BOUNDARIES. _< 1' -6 ") F4.0 • 30 ' -0" 4x6 LEDGER 2 1/2 x 22 I/2 GLB 2 1/2 x 22 1/2 GLB P T 30' -0" (I? PR4J£C7 t K..4 3 CLOSURE STRIP I�b [ 1 r' -0 " y , 0 0 / '4 N x C• M ( 1 2 2 ` F4,0 T • < '9 -3 " -5 ") (2► 7 0 30' • -•0" K -� t:;; ROOT FRAMING PLAN r' " L`t.Q1ES: I) ELEVATIONS SHOWN THUS:[ ] ARE TO TOP OF FRAMING (BOTTOM OF PLYWOOD) ABOVE REFERENCE DATUM. 2) ELEVATIONS SHOWN THUS: < 3) NAIL ROOF PLYWOOD AS PER ROOF DIAPHRAGM NAILING SCHEDULE. e FOUNDATION PLAN 1 2 ` 1111 11ll liiilillliiiliill1111111111111illil 0 I VHS INCH f t oc 6e 8r LZ 9Z SZ vz 'ez zZ I 1IIII1111! 11111111 !I;l!I!!I !!! h . 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EIMMOMENUNNOP • y:. <17 --6 2 -0" 0 844 > ARE TO TOP OF PARAPET. 30' --0" / / SCALE: I/8" =1'-0" . h g l i a L I ) FINISHED FLOOR SLA$ I S - REFERENCE DAR*41Q' --0 2) ELEVATIONS SHOWN THUS :( ) INDICATE TOP 0V' FOOTING ELEVATION BELOW REFERENCE DATUM. S.J f S.J. <;79 '-6 ") 21'- 0" ' -s 11/2" ..ys..Y; ^Nt'hr•'41%!XY1S.. M'..v OI:M,;M,NrV''1eu.�uR+J.:'0 A. J 6 1 /a" 476 1/2" FA FB 6 I /2" r. 17' --6 "> F -6 ") - I' --6 ") 2 0 1' 2 2 t0 ca 2 J. \/ WI, 904 T24-6160 ink AVENUE, SIM Ifii ;HECK Rai Lud LIJ 4:).. LLI 0 CD • FOOT _________ 1 NG SCHEDULE MARK SIZE REINFORCING F4.0 4'--0" x 4' -0" x l'-0" 4- #5 EA. WAY BOTTOM F6.5 6'-6" x 6' -6" x l'-2" 5- #6 EA. WAY BOTTOM F7.0 7'-0" x 7'-0' x t ' -4 " 6-#6 EA. WAY BOTTOM F7.5 7' -6" x 7' -6" x l'-5" 7•• - #6' EA. WAY BOTTOM F8.0 8 x 8' -0'° x 1 ' -6" ' 8 - #5 EA . WAY BOTTOM F9.5 9' -6" x 9' -6" x 1 9- #6 EA. WAY BOTTOM! FA I2' -0 x 5' -O" x l'-5" • 5-- #6 LONG WAY TOP 5• -16 LONG WAY BQ,TTOM # 0 12 "oc SHORT WAY T &B- FB 10' -0' x 4' -0" x i' -6' 4-06 LONG WAY TOP, 4- #6 LONG WAY BOTTOM B4 A I2 "oc SHORT WAY T &B FC S' -0" x 4'-0" x 1' -0" . 4-16 LONG WAY BOTTOM # 0 12"oc SHORT WAY BOTTOM FD RE: PLAN FOR DIM. 4-#6 LONG WAY TOP 4 - #6 LONG WAY BOTTOM # 0 12 "oc SHORT WAY T &B • FE RE: PLAN FOR DIM. / 4-- #6 LONG WAY TOP 4•-• #5 LONG WAY BOTTOM # 0 12 "oc SHORT WAY T &B , • • • f <27 '- <27' -6" 1 tA � <27' 24' --11 1/2" 12' -3" 12' -3" 24' 0' -5 1/2 r G 1111_ r .. m D E N S E 1 10 ^� 8' -0 1/$ "ocN 4, 4x6 LEDGER 24' -i1 ") M (Q • r. m A -5 25 24 26' -5 ") N 1 /4x14 R.S. a DENSE #1 0 8' -0 I /8 "oc 1t,1 W N L 24' II . 1 2 12' -3" 12 31 4x6 LEDGER 26' -I I " 2.3 32 25' -10 " 1� 24' -8 ") 4x6 LEDGER 33 0 D N x d M co s 0 -5 24' --6" '-5 i /2 " �' E• -4 29' -6 "> 4xG LEDGER 25' -5 "] ADD PURLIN 4x14 R.S. m DENSE X11 ? 0 0 8'-0 I /8 "oc cv 25' -10 "] ,[24' - -2 "] 4x6 LEDGER ?tr N x (D B -5 D-5 a CIS 8 -5 c- ,{25' -10 ") 24' -8 ") 4x6 LEDGER m 0 N w r) to 8 -4 0 -5 <29'- 4x6 LEDGER 2K' n•5" ] / (25'-11'1 r 4x :4 R.G. DENSE 1 /m 8' -0 I/8 "ocN F -4A (25' - 113 u (24'-8" 24' -2 ") 4x6 LEDGER 25' -IO "] E -5 (l: W 0 w J N x X 0 1* 1* (0 42 x6 LEDGER 1 .25'-10") cL S DENSE #1 .1 O 8'..0 I /8 "oc cj • 4' • •• 4x14 4x • ROOF HATCH RE: ARCH. K -5 1 15 45 x it 6 6V a re) M1 (si M M 4x6 LEDGER 25' -5 ") '� .` +rP t4r.14 R . S . ,_ DENSE #1 DENSE #1 0 8 1 /8 "oG:N 0 15' - 0 1/8 "ocN ►� _" .•-. E-4 (25'• -4" ) • 14 rel 4 tel vJ M • (D i'- (O M1 6 4x6 LEDGER 24'-I I ") 24' -IO ") 4x6 LEDGER 13 (p N ( 71:7 ) 8 -s f. 4x6 LEDGER 25'-11"] R , S .r_4x 14 R A - DENSE f 1 1 DENSE #1 � 0 8' -0 I /8 "oc`'` a IT" -o I / 8 " ac s ' • t � 1 N A k 74 ( kt.H. UNI wT� I c�00# 25' -I1 ") 4x6 LEDGER N 4,1 i• a. M x /r tel 4- 0 4, 24' --6" v. ____ 24' -6" <27'- C 48 4x6 LED ER 25'-51 ] 4! C--5 ,{25' -5 ") 4x6 LEDGER M; PI M K (D * 1 1 mm � _% • . . 4x6 LEDGER (24 DENSE 0 0 8' -Q i /8 . oc`� N r On . . -"_T,.__ -_._ 24' -II") I0 V X +0 f 5.3 4x6 LEDGER 25'-5") 40 DENSE ¢l 0 8' -O I /8 "oc Cc `4 1, 0 are I<--5 4 r -4A " 25' 5 ") E -5 [25' -i 4x14 OPP x14 A I! 25' -8 ") m 4x6 LEDGER 25' -Ii ") 25'-10"] . (25' -5 d4x_Lt R ,_ m DENSE #1 ' DENSE #1 8'--O 1 /8 "OGN 0 9' --O I /8 "o .. - .11P -_ MMO. 2S' -10') LX lt! 0 0 W J (s.4 24' -8 ") 4x6 LEDGER 0 M X ap 0 x a M1 8 -4 8 -5 4xS 4x14-R,S; .,r t�4 rrr OSB 24'-2".) - 4x6 'LEDGER N . x * N P) 4x6 LEDGER N[24'-11"] (25'-5" (25 0 DENSE #1 0 N G 8' -O i /8 "oc N (Ni 0' -5 1/2 <29 ADO PURLIN , { O" J 2x4 0 24 "oc W /F24N HNGR EA. END 24' -8 ") 4x6 LEDGER • (D 0 mow imiragt u (4 co x d M (D 0-5 24' -II I/2" --( 12' --3" 12' -3 " j, 61 60 4x LEDG • -2 " ' [26' -5" 4)4 OE4SE #1 0 8' -0 I,'& "oc F -_4 E -4 (25' - lo" [24' -8 " 24' -2 ") 4x6 LEDGER (Z6 rYP. o 25' -10 ") 4:1) 27' -6 "> S3 � ,<27' -615 N fiS 69 70 6 GC w 0 Li 67 t 0 0 '13 S IM F4.0 F7.5 F7.5 C3 l F7.5 F7.5 F7.5 F7.5 r F7.0 1 11 ■ F4.0 F7.5 F7.5 1 F8. 1 F8.0 9rfilfvh•..a. •�J�.•yY <. 73' -6" 24'-6" . 1 0 . 24'- • -1'-6") 5.1/2 FACE OF ..' CONCRETE 24' -6 27 ' -6 "> -5'- 27 --6 F8.0 2'^(I- "x2' -0 "x - 0 ERECTION PAD 24' -6" 24' -6" r 24' --6" 'T FRAM 1 M1NG 4 24 "oc.1 4* At t ;\ <29' -6 "> ' 1 • STEP P- U26 HNGR F8.0 24 -6 338'' -5" 171' -G" 24'-6" 8 -4 29' -6 "> SKEWED U26 iliNGR 2xlii LEDGER' Of RE: ARCH. FOR LOADING DOCK ERECTION PAO / 2X FRAMING ( STEP PARAPET .FACE Of 24'-6" PI la. 24'-6" 24'-6" J.1) F4.0 F7.5 F7.5 • 0 , TYP, ALL EXTERIOR FOOTINGS UNLESS. CLOSURE F7.0 F7.0 5" CONCRETE SLAB W/12xI2-W2,8xW2.8W.W.M. ON 2" SAND ,VAPOR BARRIER ' ON 4" FREE DRAINING GRAVEL. FINISHED SLAB ELEVATION IS REFERENCE DATUM' 0'-0" _ F7.0 T F7,0 F7.0 FTG 1 L 3'70' CL SURE STRIP TY -1 L F8 0 F8.0 5 172' FOOTINGS 0 J F L notice, it is due to the quality of the original document. L. F7.5 LJ • 1111411 111 BOUNDARY 16' 8 ' 8 A Ar • t ; • •• 4 " PROJE CI 10d 0 4 OTHER EDGES alOr 410K0111 D I APHRAGM NA L NG SCHEDULE MARK I s t kf ROOF FRAM NG PLAN NOTEZLI) ELEVATION SHOWN. THUS:( ) ARE TO TOP OF FRAMING (BOTTOM OF PLYWOOD). ABOVE REFERENCE DATUM. i'14* tik 'LAI. (LONGITUDINAL) 2) ELEVATION SHOWN THUS: < > ARE TO TOP OF PARAPET. 3) NAIL ROOf SHEATHING_AS PER ROOF DIAPHRAGM NAILING SCHEDULE. FOR SPANS LESS THAN 8'-01' USE 2x4 024'oc. 6) GAP 0.S.B. MINIMUM I/8' ALL EDGES OR PER MANUFACTURES 7) °DENOTES PANEL ELEVATION NUMBER. TYP CAL FOOT NG RE 1 NFORCEMENT PLACEMENT FOUNDAT ON PLAN MIES 1) FIN! SHED FLOOR SLAB ELEVAT ION I S- • • (TRANSVERSE ) TOP RE I NF I S 2* CLEAR RE1NF TO TOP OF BOTTOM RE I NF & BOTTOM OF TOP RE 1 NF 16'24' 3x4 STIFFENERS W/F34- HANGERS 0 SHEATHING EDGES • ,t • T 1 l ho • �1 4-• cfrk Y -r • 1• ,. 4 • 6 • • • h P.C,PANEL REINFORCE PER -. PANEL ELEVATION 1 -6" MIN. 3 "CLR OV_YAgg5.i ASPHALT • RE :ARCH. 3 "GROUT COVER (MIN. SIDEWALK RE: ARCH. f1' 3/8x5x3 ' TYP', PILASTER 3-- #6 VERT. EA. FACE TYP. % TYP.> 1/4 V RE: PLAN) DEPTH RE: FTG SCHEDULE II' I /2x2x 1 '--0" TYP, 3/8x6x11 -0" W/3-5/8"0 x 6 "W. H TYP. EMBED TO FTG JOINT LOCATION" RE : FOUNDAT 1 ON PLAN, (2O'70'a /6 MAC -) • CONSTRUCT 1 • FTG SIZE & REJNF. RE :SCHEDULE OR CONT. FTG RE: PLAN . 6 1/2" VERT. RE: PANEL ELEVATION 4.-#4 !`J STIRRUPS i*"oc HOR1Z. 4 4 - 4 1 - 0 "x1' - -0" PILASTER 3/16 SCALE: 314" 6 I /2 R PILASTER P 3/4" = + ► - 4.• .1 4 . 9r #4 CONT. CONC. SLAB N --#4x 2'-0" 0 24 "oc (MIN. 3 EA. LEG) L4x3x5/16x1' -2" W /3- #60'. -0" 0 4" GA'. SECTION A -3 SCALE; 3i4 - lqpr SEE FTG•SCH1=DULE FOR SIZE & REINF SECTION E-3� f. 5 /I6x3xO' --1 1 "- ---, 3/4 "GROUT (TYP.) ( RE:PLAN) R.. 3/4" x6x2'- -4" W /5-- 7 /8 "0x8 "w. H. S . O 6' GA. USE 2 - -F, 3/4x6x 1 ' -2" W /3- 7,f8 "0x8" W.H.S. O 6 "GA, ® CORNERS. TYP ------ RE: PLAN BALANCE RE:: F -3 0 EA. 3AR 0 I /2 "Ox- .3' --0" PLAIN BAR 024 "o4-- GREASE ONE END ' SLAB'ON GRADE #6 BAR ----- "f1 ff. 5/I6x2 3/4x0' -3 3/4 II '1 L4x3x3/16x0' -8" W /2- #5x2' -6" DOWELS & 2-- -5/8 "0 x 6 "W.H.S. - ----I/4' STIFFENER FE O EA. BAR e .-- R.1/2x2x0' -6" 4 r TYP . TKY. i9i, S tar.. 2 a11'42IA9700....4.122:4 , 10:2 4Y:Ii1.2 C,rZlf.QYsH+t 6 1:0.I Ir,... I/4 f---PANEL I* GROUT BED I� I /4x4x0' -8 W/2 -5/8 "0x6 "W.H.S. L5x4x3 /8x1' -0" W /2- #6x2' -6" 0 5"oC TYP. EMBED TO PANEL t /Zx2xO -5TYP L5:4 .x3/8 W/2-- #6x2' -6 ". • O 5 "oc ' EMBED TO PANEL TYP. ft. /8x4x1' -O" W/3-5/8"0 x 6 "W . H. S. RE: F -3 TYP, EMBED TO FTG 6 " LOCATE CONNECTION 0 EA. PANEL. JOINT DETAIL a —a EMBED TO 2 - #7' VERT . TYP. EMBED TO PANEL " ir L6x3x 1 /2x4' -0" W/6- #6x2' --6" VERT. BARS PILASTER RE : PLAt:i JOINT LOCATION -- --�- -. RE: FOUNDAT I ON PLAN I JOINT <RE PLAN > - <RE PLAN> 1 /2x1'- 2 "xI' -• W/4 -1/2 '0 x 4 BLOCKOUT FOR -- PANEL CONN .. FILL W /DRY PACK CONC.- 1 5 1 /4 " 7. ---.6 1/4' 3/4!! BRG- a W /4-- 5/ a "o CXP BOLTS “. MOED 5" MIN) I " LEVE1,. I NO (Rout' DEPTH RE:FTG SCHEO PLAN ee P.C.PANEL RE:PLAN L-3 & FOR SKEWED CONNECTION I 1/2x3x0' --8 "' IO PLAN] • GLB • RE:, PLAN P.C.PANEL RE:PLAN - -L3x3x I /2.x0' -8" W / #5x4' -O° t 1/2x4x0' --6" SECT' I ON K..m�3 SCALE: 3/4 #4 x • 4,.! I D L. 0 24"o/c A.., CONC SLAB Re.1 PLAN" SEE FTG SCHEDULE FOR SIZE: REINF Ft 1 /2x6xo' -5" W /2- #5x2 '_6'„ '� 1,70" TYP f 3/16 IFTYP ETYP` 1 /4 TYP 1 I /2" TYP PILASTER I I JOINT t --.. -1 ' .:8 " DIAMOND IrALATION Jt 0 ?A COL, /- 4•" CONC `i LAd SECT ION_ 8-3 SCALE: 3/4" _ L-0" -0" 2 - #4 VERT. - COL. RE: P1..AN R. t /2x6x0' -- 5" W /2-- #5x2' --6" TYP. P.C. PANEL-------- 11' 1/2x3x0' --8" TYP. L!• >x3x 1 /2x4' -O" W /6- #6x2' -6" VERT. BARS I /2x4x0' -6" JOINT LOCATION RE: FOUNDATION PLAN -" 8 - Z 4 4gR 4 - O" L3x3x 1 /2xO'- -8" • W /#' - 0" — S 1 1 -69 MIN. 11 - "SECT I . F-3 r SCALE : 3/4" = 1 1 ---0 " LIN u U S TIQNH L & L -3A scm,E: 3/4' 0 SAM JOINT , OR FORTED JOINT ZIP STRIP PLASTIC JOINT OR EQUAL -COOK, SLAB,' RE: SIDEWALK RE :ARCH . II 1/4`' 1..._ .. , �� ` C: 3"CLR SECTION c -3 SCALE: 3/4" = 1 1 --0" f --I /4" STIFFENER ft / 4 EA. BAR L5x4x3 /8x 1 '---0" W/2-#7x3 0 4 "oc FTG R. I /2x2x I ' -0" 11 11 GROUT BED 3 /8x4x1 -O" W/3 -5/8 "0 x 6" W.H.S. i u -44 11 1/4" *3" CLR --- P.C. PANEL 1/417 /4_ CONT. 1 f - 4 CONG . SLA3 1 P . C . P A N E L CONT. FTG W/4-#5 (2Y.&26.) DETAIL L L-3A ;4 0 24 "oc ""----4 -#5 CONT. DETAIL LL L -3A SECTION G -3 SCAL 3/4" = 1 1 -0" 2 #5 VERT._ DETAIL LLL .. 0 L-3A C� P.C. PANE L --- ----_ 7 1/4" P.C.PANEL RE: PANEL ELEV. FOR REINF. LOOP INSERT #4x2' -O" ® 24"oc ---- -- w/ THREADED END C7x9.8 CHANNEL 4" CONC. SLAB moo' 0 4- #5 CONT. - --~-■ RE: PLAN 2"CLR 3 "CLR I t n 'n 11 11 11 l i • ANNUM l 1 . _ 6 " MIN. P.C. PANEL PILASTER FL I/2x7x7 W /I /2 "0 x 4" W.H.S. TYP. PILASTER 3 P.C. PANEL R. t /4x6x1' -2 Zor' 1/2 "0 x 4" W.H.S. P.C. PANEL PILASTER --- . .L6x3x1 /2x1'- 4- #6x12' -0" #5 0 t 2 "o c ---- -" Q #4X 2 _' _ 0 .' 0 24 "o (MIN. 3 EA. LEG) CONC. SLAB 5.-0- 1 3/4" GROUT TYP. (RE: PLAN) Q5 D 41_0- SECTION D -3 SCALE : 3/4" = 1 ' --0" 1 -0" P.C. PANEL GRADE — DOWEL RE: SEC. G -3 I ' --6" 10" 3" CLR ', PILASTER FL I /2x7x 1 W/1/2 4 9 x 4" W.H.S. TYP, DETA) L L @ SEC . L-3 DEETA I L L.L. C SEC,.. Mrs ti 1 ` ' 1 RE STRIP ' szo t 1; i 1111111111111 111P101111 1 1 1 1 , 1 1 111 1 1111111111INII OE 64 Re 4Z 9Z GZ tZ EZ 61111166466666h11114116i NOTE: f "the notice, it is Microfilmed document is less cleat thaa this due to the quality of the original document. zz le 0z 61 91 41 91 91 hi. 11.111116 j4i)h111. 11 111 lip 1 Et 41 [1 ohni00010fuldim66 TYP. GL8 RE: PLAN 3/4" EiRG P.C. PANEL • BENT ft 1/2x4x6 TYP. EC L-3 1/4 TYP. #4xNLO 24"oc 3/4' GROUT OF ROAR 7 5/16 2 I/2 9 SECT ON H-3 1/2" EMBEDDED R_ RE: ARM REFER PANEL CONNECTION EA, WAY CONC. SLAB 1 RE: ARCH. (RE: PLAR4 KEY WAY SET PANEL IN GROUT 406 Nelq FE 1/2x2x1"-t0 C7x9.8 CHANNE cr LI.J Led 0 a.. 0 o co ''t: :2: (:) Archttecturs and Manning . 1127 Phe Street, Suite 300 • :,% CURB - ---- -- - TO LEVEL UNIT GLB RE: PLAN ' 5 1/4" <RE PLAN> PILASTER RE:PLAN." 3-- #5x2' --0" DETAIL d 12" 12' -0" i" 4 #5 0 12 "oc VERT #4 0 12 "oc HOR t Z . P.C.PANEL ~~-- ----- . RE :PLAN , '3 /4 "0EXP•BOLT : (EMBED 5 MIN ..) 4 4x6 LEDGER ' W/ 3/4"4A,B. 48 o (EMBED 5" MIN.) 4 x6 0 8' --O "oc ---- - 1 /2x6x8" W/2-1/2"0 x 4 "W.H,S. it 2-0 r, 1/2 t W/3/4 "0 M.B. 9' -0 RTU (MAX. WT.= 1000 #) GL8 OR 4x PURLIN 4x6 W /HU46 HNGR EA. END 2x STIFFENERS SECT 1 ON A 4 SCALE: 3/4" = 1' -0" 50 <RE PLAN> 3 fl f 2x4 24 "oc ----/ 1 RE: SEC. J -4 61/4" 2'-7" P.C.PANEL RE :PLAN L-3 & L -3A FOR SKEWED CONNECTION [RE:I PLAN] 1/4" FLEA. SIDE W/3/4"0M.13. 3/4" 8RG fL R. 1 /2x8x1' -2" I- 3f.�x6x I'- -O "8RG Rt'_ W /3- #6x2' -6 "VERT. BARS SECTION G -4 SCALE: 3/4' RE: PLAN) ? ROWS lOd 0 4 "0c - M17288 STRAP 8'--0 1 /8 "oc W/24 -16d COMMON 0 7/8 "0 M.S. 2' -5" 'SECTION K-4 SCALE: 5/4" = 1' -0 2 " 4" 4" 2" P.C.PANEL RE:PLAN o <RF PLAN> 3- #5x2' - -0 " -- HORN. BARS Fe. I /2x8xt'- GLB RE:PLAN 12" PILASTER " SECT 1 ON E3-4 SCALE: 3/4" = 1 ' -0" rs\ SUSPENDED CEILING RE: ARCH. 3-16d, STOREFRONT RE: ARCH. F UV..114- , , ET -.. • --2x CONT.0 MID--PT, OF BRACE W/2-16d ` 2x4 0 24 "oc 'Y�n e.•l+ : ^ " +4'!•>s :} M�i:`..WM�'7:R�3s5K^•1'Vw l; r.+iCy,:'s'.•'S'f:JC•w7:Uliw +:.:::..,.:...: -y [RE: PLAN) 1/2" PELICAN MILLS 0.S.B. (TYP.) GLB RE :PLAN 1/4" IL EA . SIDE W/3/4" 0M 8. -_- 3/4"13Rc; `t L6x4x1 /2 *I' - 5" 4t P.C.PANEL FL I /2x8x 1 ' •-2" t GLB GLB RE:PLAN NN � ----- L6x4x 1 /2x1' -&v W/3- -1/2 "0 x 4" W.H.S. & 3- #5x2 -0" DETAIL d 2x6 0 24 "oc / `� W/U26 HNGR EA. END EXCEPT USE 4x8 8'-0 1 /8 "oc W /U46 HNGR EA. ENS) FOR MTT2BB STRAP --2x41 ®+ 24 "oc GLB RE: PLAN 2x4 0 24 "oc • s- {RE: PLAN> 3 /4 "4EXP BOLT (EMBED 4' MIN.) P.C.PANEL - RE:PLAN 5EQ11 SCALE: 3/4" . C-0" _ GLB GLB RE:PLAN Q GLB • - '' & P.C.PANEL 2 ROWS -I0d 0 4 "oc -- 1/4 "R EA. SIDE -� W /4--I "4M.8. 3/4 "BEARING R. W/2- #5x2' -0" VERT.° 3 "GA. 8 2- #5x2' -0" HORIZ.0 3 "GA. --- IL I /2x6x8" [RE:PLAN) AN PI AN RE : Pt_AN PURLIN RE: PLAN 4x6 +R3 8' -0"oc• 1/2" It RE: SEC. K -4 1 2 46 ----- 2x4 ® 24 "oc 2 ROWS 10d 0 4 "oc LTTI9 STRAP 48 "oc / W /8•- 16 d -2x6 0 24 "oc W /F26N HNGRS.- 4x6 LEDGER w/ 3 /4 "0A,B, 0 46 "oc (EMBED 5" MIN.) . (U26 SKWEC HNGR 4 C--4A) II 11. II iI • J-&-tu 1/4 I/2 "MAX 10d 0 6 "oc RE :PLAN HD2A 0 8' -0 "oc SIDE) 0 GRIDS 1 8c GLO • RE:PLAN W/HH132.6 HNGR EA. END (TYP.) 'SKEWED HW ".. -.-- NA <s NI Mv frO L t'^d Mk 1tt. �►. SECTION H-4 , 7 --4-1/4" STIFFENER FE. (3 EA. SIDE) 3"bs. 3 5/8x7 I /4x0' --I0" EMBED t 5/16 I/4 f/4 C 7 1 BOTH SIDES OF REBAR 5/16 3 4" 3 �J 1 /2" -- 3 - #6 CONT [RE:PLAN] P.C.PANEL 3-#6 CONT. G 24 "oc w /F26N HNGR (TYP.) ---- OVER51 ZEr) HOL E .._< GL8 RE ` Pt AN 4x TOP fL W /3/4 "0A.B.@ 24 "oc ( r- ►,r,r-r ,4" MIN.) (EMBED Y 2 ROWS -- 10 d 0 4" o c 3 /8x3x0' -10"11- W/3- #6x2' -6" 0 4 "GA. " " 4" ° GLB - RE: PLAN t /4 "R EA SIDE W/2 -3/4 "0 MB T S. COL ---- RE: PLAN SCALE: 3/- 4x12 LEDGER 4x6 8' -0 'oc RE: SEC. K -4 50 12' --0" RE: K -4 OV- 9'-43" 4_<_:!E PLAN) [RE : PLAN SECTION E -4 3 /4 "0EXP BOLT (EMBED 4" MIN.) U24 HNGR • P.C.PANEL RE:PLAN W/ 3 /4 "0A.B. 0 24 "o (EMBED 5" MIN.) 2x4 BLOCKING W/ 5/8 7m A.S. 0 48 ° oc (EMBED 4 MIN.) 3/ 6 7/8" 8RG It. • III i I I I I I -• tjI lj�111j�jP j11!jITI ' to THl INCH 1 2 +. _F•, r. y �., c +.: C,i •` . .: �. ^?r.' �Y+ 51.E -� 111I1jIiIj'i111i111• 1. , 9t I I 1j1ll1l1 IjIi IlI ;1(1 II 11t1f1tI'1 1 I I AQTi : "If the micro €f1>n docuw is less clear t . _ � than this notice, it is due to the quality of the original document. I r lI1�l 1. 9 1!1 1!I 10 11 » 4a G€RM.wr 12 op sz 8c cz 9z Se tz CZ ?z tz OF, 61 st c: 91 St at et el a 44 66 c s c z 1. "w p 1 �� 1 1+ I I II l l I j ! � � I .1 II 1 � 1 I l � , 1 1� t� ('I 1' 111 � 1 1 1 111 1 II� i 1 � I 1 I 1 t �I 11' I t ! 1 1. 1 I S ! _ II , i1,1111 IIli�llll 1!flli!illlm !II Ilil�I,II I, , I,li III .Er , Ii • _ 1J�1 ?i�l 111 111 �!!! !ill !1.t hll�>I;aJ�I{ !III�1•liL!r11!1 11 1111,1!1! IIII+I)1!l !II�.I(I�!III�II!!�1!J�l!II illl�lll,llllilll!I III!I!f!i !1 ►I I I I I :. • � rr•; . _ < . .. ^� � ;. � .... .. .. � . • .�_, �.... - . .. _ .. . ,.. -. •.� ' :•.�;. ,..,.�„ _.. .....�++ . , . . . .. � 111111 c -�_ :...- -: ,.,.•. _ :�• •. - .. , ..... ,:.. � ,.. , .,, 1 . �lll J .... r. 11l l 1.1111 {,Il�flll 11111111 �LIli1 GLB OR 4x PURLIN RE: PLAN SECTION SCALE: 3/4" = [RE: PLAN] DAP TOP IC F•LIJSH GLB RE; PLAN NO WELD 1/4" R1i. EA SIDE 2'-5" 4 , • —4 2 ROWS 10d ®► 4 "ac --- MTT28B STRAP 0 8' -0 1 /8 "oc W/24 -16d COMMON 1/4" 8x1/4x2' -2" STRAP (LOSE) EA SIDE 0/4-7/8'0 M8 . w Sc . P L •+l �N, •. 8 t /2" QE:-4.1s SECTION F -4 St F -4A SCALE: sr< = 1'-0" 2 3/4 "0 M.B. —2x6 0 24 "oc' 2x6 ® 24 "oc W /U26 HNGR EA. END. A35 0 24 oc 2x4 •• 24"oc \--SUSPENDED CEILING RE: ARCH_ \--- 3 -16d STOREFRONT RE: ARCH. ' , JI 0 8' -0 "oc EA. SIDE OF GLB W /4--t 6d EA. END -- 3/16" t. EA Sloe W/ 3/4"0. M8 TYP' 3/4" BRG R. (DAP R~. I F BEAMS ARE SAmE DEPTH) 3"x1/4"x2 STRAP (L005E ) EA SIDE W/4- -7/8 "0 MB GLB RE: PLAN 2x4 CONT. 0 MID -PT OF BRACE W/2-16d PURLIN RE: PLAN W/HB' HNGR TEB.. ( 324-61 ' r . et Ass00141216,4i . 1605 12Th AVENUE., St T SEATTLE, LE, WASHION 9814 /. eft JF w . <RE: PLAN> 3/4 "95KW I K BOLT (CMCED 4" MIN.) P.C.PANEL RE :PLAN GLB------ - RE:PLAN 4 P,C.PANEL RE:PLAN BOUNDARY--- NAILING 4x6 LEDGER SHIM TIGHT- BEAM BUC*(ET RE: D--5 3 /4x8x1' --0• i "DOWELS 3 "•••5" STAGG. SECTION A -5 SCALE: 3/4" -- 1 ' --0" reAs [RE:PLAN] _ - 4 "oc SCALE :. t/a" = I. " -o" ,-.- MTT28B STRAP 0 8'--01 /8" oc / W/24--16d COMMON -4x PURLIN RE:PLAN W /HB HNGR EA. END 4x12 LEDGER W /7 /8 "0.A.B. ® 24'oc (EMBED 5" MIN.) six.asar.=, � SCT 1 ON L -5 SCALE: 3/4," = va' gr $ 1 '. 4 d' HO j 04 '2. - x . IO EL$ V= 'T 41- . 6 . x4 - & t tv6 x '2 1 �JI '-5 K 4EP -" P AN .7 PAW S4 EDGE OF PANEL ST6236 STRAP W/40-16d NAILING RE: SCHEDULE JOIST RE:PLAN PURLIN RE:PLAN -°- 24x24 COL ,'a %4 s , v E : PLAN> - 3 /4 "0EXP BOLT (EMBED 4" MIN.) P.C.PANEL---- RE:PLAN F F 1 ' ..0" MINIMUM FREE DRAINING BACK FILL FULL HEIGHT OF WALL 2 "CLP: TO VERT REINF. 3-#5 CONT. SECTION SCALE : 3/4" = f ' - -0' 0 ERECTION PAD I BEYOND ft. 4 ' cl 2 "OWEEP HOLE -- 0 6' -0 "Oc �11� I --8 . 5 I /2" • • �. • : 3 ° s:cfI O M::5 SCALE:. 3/4 [RE:PLAN) 6 2 ROWS 10d 0 4 "oc LTT2OB STRAP 0 48 "oc W /10 --16d 10d 0 2 1 /2 "oc 3x4 W /STRAP 3x4 0 24 "oc W /F24N HNGRS �---- 4x6 LEDGER W/ 3 /,' "0A.B. 0 48`oc (EMBED 5" MIN.) -#4 ® I6 "oc VERT. to #4 0 16 "oc . HOR I Z r ;r) DETAI L SEAT g ON SCALE: 1122 = 1 POUR FTG AFTER PANEL IS. ERECTED' 10d NAILING ----- RE:PLAN HD7A 0 24' -0 "oc 0 GRIDS ®2 ®yJ ONE SIDE OF PURLIN O NLY' -------- 4x PURLIN -- RE : PLAN W /HB HNGR Co GA ST1AP vd/ 24 -I6t j 1/x. r4.N.4, .: • • 06 6 1 0 . lii1i1 IH!■!I111iiil 7 -Ler.,C2Eig -a /4''4 XP 0OLT4 G -5 [RE:PLAN] SECT I CAN CT SCALE: 3/4" = I' - -2 ROWS 10d 0 4 "oc • PURLINS W /HO7A _2x4 ® 24 "or. w /F24N HNGR (TYP.) �--- GLB OVERSIZED HOLE RE:PLAN PURLIN ----- WJHB HNGR OR 2x FRAMING W/L9 HNGR / 4 -1(. Tr) - 1~� 5 ,4x12 K A -' P9.lAiL x 1' r4A14. T: c 0 18 THS INCH 1 9 3 4 2 ROWS 10d 4 4 S I MPSON S1'6224 - 0 8 '• -0 "oc P.C.PANEL • - ---._- - . RE :PLAN 2x6 0 24 "oc -• SOFFIT FRAMING W/ U26 HNGR ! Oleo is . 4 C+.4 X 6 K 5..1462. * % 1 € 5 A , 4 x 14, d'af:.. U K. I. W.. V4` oLT 2A CKa11; A. 17E, .--' • . " V4 / 0 i:.4 °1 ?PL-7:- 2x5 f1/,,' 'ma c 9oL.T'3 . • l mA , 1w4& • $ -4+ f® /c.., • 4-#7 VERT. BARS v K15,4Ait4VeK. SECTION N SCALE .3/4" . ,, • P.C.PANEL •r ---- RE:PLAN EXTEND 2-- #7 BARS TO PARAPET 3 - #3 D TIES - i 4"oc r =========___ _._.. - »- .w...o...r..,_... .•.......1-.,........,, -,z; r..:..3. -� z: - .t4Ha ilt..e, Bore ' t .l. rem; Ni <RE PLAN> SECTION Ft-5 SCALE: 3/4" = 1 '_0" 1 `61..AT1014 J.T s • DET. IriJ1Iine.- /16.Z. t .S t}1d71�. �� r .r. r' �' :;41: . ,r. Y ;., '' ::�i K'1' . "any'+.' r. .1 y,.. 1111111 11 111111 llllpi I;l s111i11'I(11111't1111111 11�I•Y; Ij f 1 { � 1111111111111111111111111111111111111111111111f1 5 6 7 8 NOTE: if the aicrofil document is loss clear than this notice, it is doe to the quality of the original document. 8C Lr, 9Z.: sz ire • ez zz 1z OZ 6t 9,: c: st ct i,I et zt It 01 111' '�•I i 1 I I;II f i ' ''It I ll` i l! �: 1 iu 1 11 111 1 1� I II I II f 1 I Ii I I ' II 1 1 I ;I I � 6 8 ii i I I ! li I, II ,i111�.t��_ 1 !I,.�I .: ilIll,.11.f O ! IIE 1.J,..U,l�Lf.111111,.1,1111.INi OHIl i,l,Ll,lf�l1!11, 1111, 11 1 ,I,.l.11il,!111f{►illfi;il!,± [RE: PLAN) 2 ROWS 10d 0 4"oc 1 st s'-o" OF GLB 1/4* FL EA. SIDE W /3/4 "M .13 . f - 3/ 4 "x6x0' -8 "% , // 1 1/2" (TYP.) SECTION D -5 SCALE: 3/4' (RE:PLAN) - TOP Ft w/ 3 /4 "OA.B. 0 24 "0c (EMBED 4" MIN.) PURL(N IY/HB HNGR GLB W /HHB2.6 HNGR 0 H-5 SIM. .-----2x8 R. W/5/8 "0 EXP. BOLTS 48 "oc DEPTH RE:FTG SCHED. 3 "CLR II(I 12* El] PILASTER ---- #4 10 "oc 1/4 SIDEWALK RE:ARCH. RE:PLAN 6 w 2 2 2" 2.3/4 "BRG Ila (ONE 0 EA. PILASTER) W /3-- #6x2'--6 "VERT. BARS USE 4. 3/4x6x1' -O" - .. . W/3 #6x2' - 6" VERT. ONE PIECE COL. DETAIL pp s • e'r4" i111 1�I1111111111� 111111 ", ^ 9 r 10 11 W.DE i2 to 9 s C z : i'>• 1 1 I 1 1 j11;i i111111111I' I ii111,+ I. i u11 !IIII!illllul {IIII,ull 11 2'-0" SCALE: 3/4 SECTION J -5 SEE FTG SCHEDULE FOR SIZE & REINF. SECTION P -5 SCALE: 3/4" 4 • 1/2" MAX. r i1 DETA!L DETAIL 1 ► -0 " 0 GLB GI.B REPLAN 4--#7 VERT. BARS O EA. PILASTER 1/2" 11 3/4" -#3 [1 TIES �-- 4- 3/4 ° 0 EXP. BOLTS 4x12 'N/B410 HNGR USE SKEWED W HNGR 4 SPANDREL PANEL 4 - #7 VERT. BARS @ EA. PILASTER 2- #5 VERT. #3 0 STIRRUPS O 8 "oc �rR 5/I6x3x8 4 ---- RE : f3 --'3 - L4x3x5 /16x0' -8" W/2- #6x3' -0' BARS 0 6 "GA. (WLD REBAR TO ft RE : A--3 ) -Ft 3/4)(4:05 W /2 -7/8 "0x8 "W. H. S . P.C.PANEL 5 1/2' 1! . S; II II II GLB - r - RE: PLAN 1 1/4" 11. EA. SIDE W/6 1 /4 "te BOLTS 3/4' BRG IL ----- ff. 5/8x8x1' -O" I 1 /2 "xI I/2 "x20 GA x4" L CLIP 0 24 "oc W/2 x 1 1/4" RAWL ANCHOR 6 RE: ARCH. 2 ROWS IOd 0 4 "oc P.C.PANEL RE:PLAN 1 el 2 ' -O x D - --4 - ##7 VERT. SECT ! ON SCALE r .3/4s ELAN. X 1 /2" • •• C i SKEWED PANEL Co SIM. SECTION PANEL 1 /4 n re_.. EA. f7 BAR 3/8 3 A1/ - 3 ROWS - -10d 0 4 "oc 4x8 Ft.. 1 / TYP. EA, f 4 .2VI" 2 =..1 w = fi= 5/8x.7' 1 /4x1`-- 4"--/ ECT 1 ON E.-5 W/4- 417x4' --0" SCALE : 3/4" =- i'-0" [RE:PLAN] �,�' PANEL ~� BEYOND CONN. TYPE. F TYpE L ' SI14. • SECTION • / ,-4x8 TOP I W/3/4�A.8. 1 48 "oc (EMBED 4' MIN.). ' ,< SECT ON K-5 i SCALE: 3/4' (` --- ##4' 0 i 0 "oc 7 -2-#5 VERT. r- -- EMBED f1' li - BLOCKOUT FOR DRAIN NO BLOCKOUT 0 P -5 SIM. & VERTICAL REINF. 1S 6-#7. 1/4 (EMBED R 3 /S�c4xOR FUTURE MarZZ.) w'2 -5/a "0x4 "W.H...,'` 0 6" GA. SPA GE 48"oc MIN. 2" OF WELD -3-#6 SCREWS TYP. --- 20 GA. TRACK - 3 112 :GA. STUDS 0 24-`ac`° STOREFRONT Re, ARGF . a .. TI { 334 ti • • . CHARD HUDSON A i c CONSULTING ENCANE 1605.1211-1 AME NUF . Z47 sE.A*i TLE. WASHIN` 'N ' y t.‘ • .1. • • • tPYVY • 4- VM M 1 r�u I ___. -- ,____ II 1 , ---- -- i l i # 7 1,11 I i I / ! \/ i L. V, �1 1i , ,a • • • 1 41 . 1 „ 13 12' -0" 6, -0" CONN. RE: A <17' -6 6'- 0 <17' -6 '> alik 14 • nla12'-0 2 - #5 CHORD STEEL • CONN. RE: D--3 RE: G -4 SiM 1#7 EA. FACE TOTAL) ( #4 0 12 "oc EA. FACE HORIZ, tf #5 ® 12'oc EA. FACE. VERT. 4 - 4 5 - 1 Tor bv- 4, 1-Y RE: G-4 FOR PANEL THICKNESS ELEVATION @_RJD t = 6 1/4' EXCEPT AS #4 0 1 6 ' oc H O R I Z . --� #4 QI 16' 0C VERT , j t - 6 1 4 tXCEPT AS 7107E #-RE : -� SIM 3-- #6 EA. FACE ( TOTAL) 2 - #5 CHORD STEEL RE. - RE: 64 FOR PANEL THICKNESS ELEVATION @GR �? i = 6 1, 4 EXCEPT AS NOTED - #7 EA. FACE (2 TOTAL) RE: SIM 4 #4 0 12'oc EA. FACE HORIZ. #5 0 12 "oc EA, FACE VERT, RE: G4- FOR PANEL THICKNESS ELEVATION @GRID t = 6 1 4 EXCEPT AS NOTED L #S 0 l4 "oc HORIZ. #5 Q 14 "oc VERT, -3 - #6 CHORD STEEL NOTED ,2 - #5 CHORD STEEL_ 2- p5 CHORD 1 STEEL --- 2.- #5 EA. FACE (4 TOTAL) #4 0 16 "oc HORIZ. #4 4 16' oc VERT. \----1 #S EA. FACE (2 TOTAL) ELEVATION @ GRID sQ #4 0 16 "oc HORIZ. #4 Q 16" oc VERT. RE: H- -4 -3-#6 EA. FACE (6 TOTAL) CONN. REND -3 HORIZ. RE: 6-4 3 - #5 EA. FACE (6 TOTAL) CONN. AE ,/ f RE: A -3 #4 0 16 "oc HCR I Z. #4 4 16" or. VERT. flVATIQN©..GR1D. Q 7 1,4 'RE: C-4 SIM 2 - #5 EA.;FACE (4 TOTAL) . C i #4 0 16 "oc HORIZ,- --7 #4 0 1 6 "oc VERT. #5 2 -45 CHORD ! ,#• SHOED STEEL. 1 STEEL RE: r 2 - #5 CHORD STEEL RE: 64 FOR PANEL THICKNESS ,2-#5 1 / CHORD - STEEL --2-#5 EA. FACE (4 TOTAL) RE: G -4 SIM 1#7 EA . FACE (2 TOTAL) (. E:p #4 0 12-oc EA. FACE HORIZ. #5 0 12 EA. FACE VERT, '+t1:; I✓- ;rrf RE; KY- 1 -#7 EA. FACE (2 TOTAL) 7"r1 2 - #5 CHORD STEEL - 2 -14 • CHCR4 STEEL RE: G4 FOR PANEL THICKNESS RE: - FUTURE DOOR OPENING. `J CONN - RE : ` r #5 EA . I'ACt (2 rOTAL) 1-#7 EA. FACE' (2 TOTAL _ # A 12"oc EA. FACE HORIZ. #5 0 12 "oc EA. FACE VERT. 3 - #5 EA, FACE (6 TOTAL) E LJ 2 - #5 CHORD STEEL / R E �? 2-#5 EA. FACE - - #5 ---_ ( TOTAL) FACE (6 TOTAL CONN. RE: A -3 1 - #5 EA. FACE (2 TOTAL) #4 0 16 "oc HORIZ.- #4 0 16 "oc VERT. +2-#5 / I STEEL. __ O . NN — • .A RC: A-3 2 - #5 :J140R0 >; EFL #4 4 12 "or EA. FACE HORIZ. #5 4 12 "oc EA. FACE VERT. RE: G4 FOR PANEL THICKNESS / €!) #4 0 16 "oc HORIZ. #4 A 167 oc VERT. #4 0 16 "oc HORIZ. #4 0 16" oc VERT, 7 2-#5 / CHORD STEEL -2-#5 EA. FACE (4 TOTAL) RE: SIM #4 6 16'oc HORIZ.--, #4 0 16"ot, VERT. // 1 i - - 2 — #5 EA. FACE (4 TOTAL) 3-#6-- EA. FACE (6 TOTAL) -2 1YP C SLAB DOWELS A 24" oc TYP EA. FACE (2 TOTAL) RE: 04 FOR PANEL THIC KNESS 2--#5 CHORD STEEL RE:, K S I iii :'HOBO STEEL 2 -45 / CHORD STEEL REj__ICA SIM EA. FACE (2 TOTAL) - -1-- #7 EA. FACE (2 TOTAL) #4 0 12 "oc EA. FACE HCRIZ. #5 0 12 "oc EA. FACE VERT. (2;) -- RE : G4 FOR PANEL THICKNESS 0 12 "ac HOR1Z , ::`i .. .: ,+. 1.,.': i.•*.• '!v:. i�+.:.vJ- ',.- v..>v"(•,.�. ,...^a�+a.'�.ni,2L�%lC.:CUL :iJ•s" a+:c, .+3!�,�e.v .+JU�FS'W r>•1 Y r'•�.r,- t7n, c ....r �t. e,_ RE: '- 8 -4 3 -#5 EA. FACE (6 TOTAL) CONN. RE: A -3 —1-#5 EA . FACE (2 TOTAL) #4 4 12 "0c E.A. FACE HCRIZ. #5 4 12'oc CA. FACE VERT. ( R ; # GA E04 PANEL rte I cKN €s5 = 6 1/4" EXCEPT AS NOTED #4 A 16 "oc HORIZ.- #4 0 16''oc VERT. % ELEYATIQN a GR L D t .a 1• •F i•_.'L :ie'r AS EO #4 0 16 "oc HORIZ. #4 4 16' oc VERT. #4 0 16 "oc HORIZ. ` j #4 0 16" oc VERT. 1' 2 - #5 r CHORD STEEL ELEVATION CS GRID -2 - #5 EA. FACE (4 TOTAL) 2-#5 EA. FACE (4 TOTAL) � / 2-#5 / / CHOP() STEEL #4 0 16 "oc HORIZ. #4 4 16' oc VERT. 2 - #5 CHORD STEEL -•-' 2 - #5 EA. FACE (4 TOTAL) RE: K-3 SIM 1 -I# 7 ----- EA. FACE (2 TOTAL) RE: K 2 -45 CHORD ' STEEL RE._ 6# 4 .3 - #5 EA, FACE (6 TOTAL) 6 8 FUTURE DOOR OPENING \CONN. RE: A-3 .� 4 r 'r�Y 44411— e i� ' '°('. '. � , ▪ rY in "... ..,... •w P �:� ✓ . �'' 4 ^ �, .. ... •.' . . R�. �4 r ..r, �.s : ;•. ... F . I, _ {� �',. �-r,� �. ,..... - .•,.::�_ .., tft L.t4#at�$t ' ti+�5::..� • � c ,Y, I!IIIIIIII�III,IIII!IIIIIIIIII IIIiII !I :f ilil+ Cl1 �!11�!I1�! III! "�i1(I!1!j!=I IIIIIj!jIIIjII)il till 0 18 TN: INCH 1 2 'f 5 6 / 8 NOTE: if the microfilaled document is less clear than this notice, it is due to the quality of the original document. 1 1 #5 EA. FACE (2 TOTAL) `^.e5 CHORD STEEL RE: 1- 51)4 -1-#7 EA. FACE (2 TOTAL) #4 ® 12 "oc EA. FACE HORIZ. #5 0 12. "oc EA. PACE VERT. RE : G4 FOR PANE{;, THICKNESS 2 - #5 i' .1 CHORD J 1 -#67 EA. FACE (2 TOTAL) RE: y4 FOR PANEL THICKNESS #4 0 16 HORIZ. -- # 0 1 fi'oc VERT. #4 0 12 "oc EA. FACE HORIZ. #5 0 12'oc EA. FACE VERT. ( DRE: G4 FOR PANEL THICKNESS RE : -A, K-3 SIM 4 0 12 "oc j '.• HORI4/ 2 - #5 CHORD STEEL EA. FACE (4 TOTAL) - ... 7 #4 0 #4 a 16'oc HORIZ. 16' oc VERT. ,. ----•- #4 A 1 6'oc HCRiTA #4 0 115" oc VERT. j J • G 16"oc H O R I Z . #4 0 16" oc VERT. �:� f. { "S. i i'�+y . %.i r. y� rV3A'LCCd' 1(1lI;.111; 111111IiII1+IjIiIIl1111 II 9 r 10 11 ...u4(1 12 • 06 6Z SG II 4Z 9Z SZ +,r CZ cZ LZ 07 6L 8L LL 9L SL VL £L Zi LL CIL 6 8 4.9 9 *!� C Z L ww 0 iili! IIi �! il! il!! 1! i !i1111111!III�I!II'I�II!illT I �III��i!I!iil II i.I Oi Iii II !i je ll ll I L 4 I 1 LI { Li! I 1 ij I -II I f( I I III ! , I� 7r " ! Ir ( � i y i� (l 11; I :11I r 11! I C I , ! , `� ; ri i 11:.i !i ,i�,l, !.,�.,I ,jI Lif!.i.l,lli 1!.I:!!i,1J.�.I.JL. I . L ,I ..I. �I,I.I )!ILlillllI,lI I�,Ullll•li!�i 1'11I111�1,�I II:! LIII • �,11i�)!il�i,:� ,III : I.IIiI,II:,, ill.il,l i�!I!I!i!Ilifil111!il�iilll 2 -#5 CHORD CONN. _Z - -- RE: A--3 --- EA. FACE (2 TOTAL) RE. K--3 SIM 2 -45 C;,CRD STEEL T EA. FACE (4 TOTAL) 2 - #5 EA. FACE (4 TOTA's. ) 3 - - #5 -^_- E FACE (6 TOTAL) RE: • . - - 3 SiM ,r-- R E : I4 -S -RE: K -,zA\ SIM -3-#6 EA. FACE (6 TOTAL) #4 0 16 HORIZ. 7 #4 0 16 "oc VERT/ ( ( RE: 04 FCR PANEL THICKNESS ;'/ CHORD STEEL / CHORE) STEEL. --RE: k3 RE: G-4 FOR PANEL THICKNES`: RE: 1-' • ' SiM -47 EA. FACE (2 TOTAL) RE: G4 FOR PANEL THICKNESS 2 -45 CHORD STEEL # 0 12 "oc EA. FACE HORIZ. #5 0 12'oc EA. FACE VERT. L6N1P -;er.7 J.- # ,- -'4 Tyr, 4 Cf 12 Em . • 40R 1 Z• f RE: .U3 1 _3-#5 EA. FACE (8 TOTAL) 8 --FUTURE nooR o!'ENING RE: A -3 1-- #5 EA. FACE (2 TOTAL) #4 tS 1 8'#c HCR 12 . 1 0 16' or. VERT. --- 2 — #5 EA. FACE (4 TOTAL) / #4 W Woe HORIZ. p4 a 16" o•a: VERT, —2-#5 EA. FACE (4 TOTAL) 1 - #7 EA. FACE (2 TOTAL) #4 0 12 "oc EA. FACE HORIZ. #4 0 12 "oc EA. FACE HORIZ, #5 0 12'oc EA. FACE VERT. #5 0 12'oc EA. FACE VERT. reE -9 ; 2 - #5 CHORD STEEL 2 - #5 /CHORD STEEL RE.- / 2 - - #5 / CHCPG STEEL 2-#5 EA. FACE (4 TOTAL) RE: 3 • SIM . s gg.22 DATE . , t - '7.11' 0 42 A-2-#5 CHORD STEEL . B EE. RE: 0-4 FOR PANEL THICKNESS TEL % 321-6160„ . 1 - #7 EA. FACE (2 TOTAL) 4- 4 - roe 4 eporr 1)- 6' ', ASSOCaara Diref CONSULTING ENGNE 1605 12T11 AVENUE, SUITE 1,8.. • SEATTLE, 1,VASHINGTON 981t .--.- —. M• P r . «IC ..•w..^.w,�'M'' : .5.. - "wa.w..bc w z LLJ U Li 0 0 W z • • VM M ....r � ��� EA.. FACE (6 TOTAL) Nr i N , ,a • • • 1 41 . 1 „ 13 12' -0" 6, -0" CONN. RE: A <17' -6 6'- 0 <17' -6 '> alik 14 • nla12'-0 2 - #5 CHORD STEEL • CONN. RE: D--3 RE: G -4 SiM 1#7 EA. FACE TOTAL) ( #4 0 12 "oc EA. FACE HORIZ, tf #5 ® 12'oc EA. FACE. VERT. 4 - 4 5 - 1 Tor bv- 4, 1-Y RE: G-4 FOR PANEL THICKNESS ELEVATION @_RJD t = 6 1/4' EXCEPT AS #4 0 1 6 ' oc H O R I Z . --� #4 QI 16' 0C VERT , j t - 6 1 4 tXCEPT AS 7107E #-RE : -� SIM 3-- #6 EA. FACE ( TOTAL) 2 - #5 CHORD STEEL RE. - RE: 64 FOR PANEL THICKNESS ELEVATION @GR �? i = 6 1, 4 EXCEPT AS NOTED - #7 EA. FACE (2 TOTAL) RE: SIM 4 #4 0 12'oc EA. FACE HORIZ. #5 0 12 "oc EA, FACE VERT, RE: G4- FOR PANEL THICKNESS ELEVATION @GRID t = 6 1 4 EXCEPT AS NOTED L #S 0 l4 "oc HORIZ. #5 Q 14 "oc VERT, -3 - #6 CHORD STEEL NOTED ,2 - #5 CHORD STEEL_ 2- p5 CHORD 1 STEEL --- 2.- #5 EA. FACE (4 TOTAL) #4 0 16 "oc HORIZ. #4 4 16' oc VERT. \----1 #S EA. FACE (2 TOTAL) ELEVATION @ GRID sQ #4 0 16 "oc HORIZ. #4 Q 16" oc VERT. RE: H- -4 -3-#6 EA. FACE (6 TOTAL) CONN. REND -3 HORIZ. RE: 6-4 3 - #5 EA. FACE (6 TOTAL) CONN. AE ,/ f RE: A -3 #4 0 16 "oc HCR I Z. #4 4 16" or. VERT. flVATIQN©..GR1D. Q 7 1,4 'RE: C-4 SIM 2 - #5 EA.;FACE (4 TOTAL) . C i #4 0 16 "oc HORIZ,- --7 #4 0 1 6 "oc VERT. #5 2 -45 CHORD ! ,#• SHOED STEEL. 1 STEEL RE: r 2 - #5 CHORD STEEL RE: 64 FOR PANEL THICKNESS ,2-#5 1 / CHORD - STEEL --2-#5 EA. FACE (4 TOTAL) RE: G -4 SIM 1#7 EA . FACE (2 TOTAL) (. E:p #4 0 12-oc EA. FACE HORIZ. #5 0 12 EA. FACE VERT, '+t1:; I✓- ;rrf RE; KY- 1 -#7 EA. FACE (2 TOTAL) 7"r1 2 - #5 CHORD STEEL - 2 -14 • CHCR4 STEEL RE: G4 FOR PANEL THICKNESS RE: - FUTURE DOOR OPENING. `J CONN - RE : ` r #5 EA . I'ACt (2 rOTAL) 1-#7 EA. FACE' (2 TOTAL _ # A 12"oc EA. FACE HORIZ. #5 0 12 "oc EA. FACE VERT. 3 - #5 EA, FACE (6 TOTAL) E LJ 2 - #5 CHORD STEEL / R E �? 2-#5 EA. FACE - - #5 ---_ ( TOTAL) FACE (6 TOTAL CONN. RE: A -3 1 - #5 EA. FACE (2 TOTAL) #4 0 16 "oc HORIZ.- #4 0 16 "oc VERT. +2-#5 / I STEEL. __ O . NN — • .A RC: A-3 2 - #5 :J140R0 >; EFL #4 4 12 "or EA. FACE HORIZ. #5 4 12 "oc EA. FACE VERT. RE: G4 FOR PANEL THICKNESS / €!) #4 0 16 "oc HORIZ. #4 A 167 oc VERT. #4 0 16 "oc HORIZ. #4 0 16" oc VERT, 7 2-#5 / CHORD STEEL -2-#5 EA. FACE (4 TOTAL) RE: SIM #4 6 16'oc HORIZ.--, #4 0 16"ot, VERT. // 1 i - - 2 — #5 EA. FACE (4 TOTAL) 3-#6-- EA. FACE (6 TOTAL) -2 1YP C SLAB DOWELS A 24" oc TYP EA. FACE (2 TOTAL) RE: 04 FOR PANEL THIC KNESS 2--#5 CHORD STEEL RE:, K S I iii :'HOBO STEEL 2 -45 / CHORD STEEL REj__ICA SIM EA. FACE (2 TOTAL) - -1-- #7 EA. FACE (2 TOTAL) #4 0 12 "oc EA. FACE HCRIZ. #5 0 12 "oc EA. FACE VERT. (2;) -- RE : G4 FOR PANEL THICKNESS 0 12 "ac HOR1Z , ::`i .. .: ,+. 1.,.': i.•*.• '!v:. i�+.:.vJ- ',.- v..>v"(•,.�. ,...^a�+a.'�.ni,2L�%lC.:CUL :iJ•s" a+:c, .+3!�,�e.v .+JU�FS'W r>•1 Y r'•�.r,- t7n, c ....r �t. e,_ RE: '- 8 -4 3 -#5 EA. FACE (6 TOTAL) CONN. RE: A -3 —1-#5 EA . FACE (2 TOTAL) #4 4 12 "0c E.A. FACE HCRIZ. #5 4 12'oc CA. FACE VERT. ( R ; # GA E04 PANEL rte I cKN €s5 = 6 1/4" EXCEPT AS NOTED #4 A 16 "oc HORIZ.- #4 0 16''oc VERT. % ELEYATIQN a GR L D t .a 1• •F i•_.'L :ie'r AS EO #4 0 16 "oc HORIZ. #4 4 16' oc VERT. #4 0 16 "oc HORIZ. ` j #4 0 16" oc VERT. 1' 2 - #5 r CHORD STEEL ELEVATION CS GRID -2 - #5 EA. FACE (4 TOTAL) 2-#5 EA. FACE (4 TOTAL) � / 2-#5 / / CHOP() STEEL #4 0 16 "oc HORIZ. #4 4 16' oc VERT. 2 - #5 CHORD STEEL -•-' 2 - #5 EA. FACE (4 TOTAL) RE: K-3 SIM 1 -I# 7 ----- EA. FACE (2 TOTAL) RE: K 2 -45 CHORD ' STEEL RE._ 6# 4 .3 - #5 EA, FACE (6 TOTAL) 6 8 FUTURE DOOR OPENING \CONN. RE: A-3 .� 4 r 'r�Y 44411— e i� ' '°('. '. � , ▪ rY in "... ..,... •w P �:� ✓ . �'' 4 ^ �, .. ... •.' . . R�. �4 r ..r, �.s : ;•. ... F . I, _ {� �',. �-r,� �. ,..... - .•,.::�_ .., tft L.t4#at�$t ' ti+�5::..� • � c ,Y, I!IIIIIIII�III,IIII!IIIIIIIIII IIIiII !I :f ilil+ Cl1 �!11�!I1�! III! "�i1(I!1!j!=I IIIIIj!jIIIjII)il till 0 18 TN: INCH 1 2 'f 5 6 / 8 NOTE: if the microfilaled document is less clear than this notice, it is due to the quality of the original document. 1 1 #5 EA. FACE (2 TOTAL) `^.e5 CHORD STEEL RE: 1- 51)4 -1-#7 EA. FACE (2 TOTAL) #4 ® 12 "oc EA. FACE HORIZ. #5 0 12. "oc EA. PACE VERT. RE : G4 FOR PANE{;, THICKNESS 2 - #5 i' .1 CHORD J 1 -#67 EA. FACE (2 TOTAL) RE: y4 FOR PANEL THICKNESS #4 0 16 HORIZ. -- # 0 1 fi'oc VERT. #4 0 12 "oc EA. FACE HORIZ. #5 0 12'oc EA. FACE VERT. ( DRE: G4 FOR PANEL THICKNESS RE : -A, K-3 SIM 4 0 12 "oc j '.• HORI4/ 2 - #5 CHORD STEEL EA. FACE (4 TOTAL) - ... 7 #4 0 #4 a 16'oc HORIZ. 16' oc VERT. ,. ----•- #4 A 1 6'oc HCRiTA #4 0 115" oc VERT. j J • G 16"oc H O R I Z . #4 0 16" oc VERT. �:� f. { "S. i i'�+y . %.i r. y� rV3A'LCCd' 1(1lI;.111; 111111IiII1+IjIiIIl1111 II 9 r 10 11 ...u4(1 12 • 06 6Z SG II 4Z 9Z SZ +,r CZ cZ LZ 07 6L 8L LL 9L SL VL £L Zi LL CIL 6 8 4.9 9 *!� C Z L ww 0 iili! IIi �! il! il!! 1! i !i1111111!III�I!II'I�II!illT I �III��i!I!iil II i.I Oi Iii II !i je ll ll I L 4 I 1 LI { Li! I 1 ij I -II I f( I I III ! , I� 7r " ! Ir ( � i y i� (l 11; I :11I r 11! I C I , ! , `� ; ri i 11:.i !i ,i�,l, !.,�.,I ,jI Lif!.i.l,lli 1!.I:!!i,1J.�.I.JL. I . L ,I ..I. �I,I.I )!ILlillllI,lI I�,Ullll•li!�i 1'11I111�1,�I II:! LIII • �,11i�)!il�i,:� ,III : I.IIiI,II:,, ill.il,l i�!I!I!i!Ilifil111!il�iilll 2 -#5 CHORD CONN. _Z - -- RE: A--3 --- EA. FACE (2 TOTAL) RE. K--3 SIM 2 -45 C;,CRD STEEL T EA. FACE (4 TOTAL) 2 - #5 EA. FACE (4 TOTA's. ) 3 - - #5 -^_- E FACE (6 TOTAL) RE: • . - - 3 SiM ,r-- R E : I4 -S -RE: K -,zA\ SIM -3-#6 EA. FACE (6 TOTAL) #4 0 16 HORIZ. 7 #4 0 16 "oc VERT/ ( ( RE: 04 FCR PANEL THICKNESS ;'/ CHORD STEEL / CHORE) STEEL. --RE: k3 RE: G-4 FOR PANEL THICKNES`: RE: 1-' • ' SiM -47 EA. FACE (2 TOTAL) RE: G4 FOR PANEL THICKNESS 2 -45 CHORD STEEL # 0 12 "oc EA. FACE HORIZ. #5 0 12'oc EA. FACE VERT. L6N1P -;er.7 J.- # ,- -'4 Tyr, 4 Cf 12 Em . • 40R 1 Z• f RE: .U3 1 _3-#5 EA. FACE (8 TOTAL) 8 --FUTURE nooR o!'ENING RE: A -3 1-- #5 EA. FACE (2 TOTAL) #4 tS 1 8'#c HCR 12 . 1 0 16' or. VERT. --- 2 — #5 EA. FACE (4 TOTAL) / #4 W Woe HORIZ. p4 a 16" o•a: VERT, —2-#5 EA. FACE (4 TOTAL) 1 - #7 EA. FACE (2 TOTAL) #4 0 12 "oc EA. FACE HORIZ. #4 0 12 "oc EA. FACE HORIZ, #5 0 12'oc EA. FACE VERT. #5 0 12'oc EA. FACE VERT. reE -9 ; 2 - #5 CHORD STEEL 2 - #5 /CHORD STEEL RE.- / 2 - - #5 / CHCPG STEEL 2-#5 EA. FACE (4 TOTAL) RE: 3 • SIM . s gg.22 DATE . , t - '7.11' 0 42 A-2-#5 CHORD STEEL . B EE. RE: 0-4 FOR PANEL THICKNESS TEL % 321-6160„ . 1 - #7 EA. FACE (2 TOTAL) 4- 4 - roe 4 eporr 1)- 6' ', ASSOCaara Diref CONSULTING ENGNE 1605 12T11 AVENUE, SUITE 1,8.. • SEATTLE, 1,VASHINGTON 981t .--.- —. M• P r . «IC ..•w..^.w,�'M'' : .5.. - "wa.w..bc w z LLJ U Li 0 0 W z • • 1 J Eia RE: E -5 $.......f'_. p , I t . • _ 1� #5 0 14' o #4 4 14 "c 'CE AL) 1 5 x '111' 0 L __I ,I I ll li r s41 r' w# 1 ' � ...9 ' „ 3 - #5 EA. TO JAMS L - , FIG CONS RE: A -3 ti) STEEL RE: 8 -4 J i 3-- #5 RE: I 4 41i1. -'DI \� C ". (ERT. Q 'CE AL) 1 5 x '111' C __I 1 ! 1' ll li 1 e /ERT.- -R kCE 4 )TAI) 8 P l 5 E, 8 ( 1 P RE: A- RE: A -3 : • 0 e t4-13'-°" ey_t MITER EDGE ‘ W5L#4 G 6- #407 "or. VERT. 1-#5 VERT.- I5' - 6" CONN. RF: F -5 't1 18 ' --0' I 1 --0" MITER EDGE VARIES WI' -0" #5 ;VERT . EA. FACE (1G TOTAL) 5 1 -0 " A VARIES RE: D -5 i r-2-#5 CHORD STEEL . #4 0 I4 "oc- f�✓ EA. WAY #4 X 2' -6" DIAG. 10 A CORNERS TYP ELEVATION GRD a eV -0" L #4 0 I4 "oc EA. WAY #7 W/ HOOK BOTH ENDS -EM D KtC 1 4 vir 1! VARIES RE: G 2-- #5 #4 E0 14'oc EA. WAY 2 - #5 VERT EA. FACE MIN. -6-#7 VERT W/8 - #3 TIES 0600T &8 12' oc OTHER 4x6 f2. --3 - #5 CHORD STEEL (7) r --- -i #7 /--• -2- #5 CHORD STEEL #4 0 ! 4 "oc EA. WAY M Big J IIHV ; 4x6 2-#5 - -MITER EDGE --- --2 -#5 VERT - EA. FACE M . EL @ G R 1 . D A -f0 ADD 2 - #5 VERT. & #4 [BOWELS • I2 "oc 0 LOWER' SECTION F RE: A -3 \ RE : 0-•5 RE: D -5/ - 4 -••17 EA: LEG 6 - EMBEDS FOR FUTURE MEZZ. O 48 "oc -- #4 0 14 "oe• E.f,. A'-- I Q ' A- t G ADO 2--#5 VERT. & # DOWELS 1 I27oc 0 •. LOWER SECTION; RE: D -5 RE: D -5 4- 7 EA, W/8#3 TIES 0 6 " oc T &E3 & 12" oc OTHER B g EMBEDS FOR FUTURE MEZZ. O 48" oc RE : Q--5 ?4' -1I I/2" I - #5 VERT. 6-#4 0 7 "oc VERT. F -5 MITER EDGE 29' -6" A--10 M M M 4- #5 VERT. _-.- EA. FACE (3 TOTAL) MITER EDGE 5 #5 VERT, CONN. EA. FACE ' RE: F - (10 TOTAL) F - #5 CHORD STEEL #4 0 I4 "oc- EA. WAY - 4x8 II' 3 - #5 CHORD STEEL C;) 2 - #5 TYP. 1 111 0 I12' 6 -4 VERT . 7- lit EA . WAY � ' I - - #5 VERT. -. e 0-J5'-6w lk. 2 - - #5 CHORD STEEL #4 Q f 4 "oc EA. WAY I #7 F E 1 321 MIN. EMBED FOR KICKER RE: G -5 CONN. RE: F -5 1111 #4 I4 oc #7 W/ HOOK !1 H _ 0s RE: D -5 RE: 0-5 4-#7 EA., LEG W/8 -• #3 TIES 0 6 "oc T &8 -12' oc OTHER 8 / EMBEDS FOR FUTURE MEZZ., 4 48 "oc. #4 0 I4 "oc• E.W. A .J 0 A -10/ ADD 2 - #5 VERT. --~' & # DOWELS' Qt Z "oc 0 LOWER SECTION 4- #7 5 - #5 VERT. EA, FACE 3 (10 TOTAL) P - CONN. RE: A -3 - #5 VERT. 6 - #4 0 7 "oc VERT. MITER EDGE -6-- #7 6 -#7 VERT. 6 EMBEDS FOR .� FUTURE MEZZ. 0 48 "oc #4 4 I4 "oc E.W. F 3 - #5 VERT. EA. FACE (6 TOTAL) F 5 - #5 VERT. EA. FACE (10 TOTAL #4 0 14 "oc HORIZ, TYPICAL PANEL RE'INF 4x6 32" MIN. 11:3:?F rR Ems F 2 " MIN. 2 - - #5 CHORD STEEL O 0 0- V 9 1 4x8 0 'U ELEVATION @GR c� -4 - #7 CHORD STEEL 414 0 14 "oc EA. WAY [RE: PLAN 7 1/4" THICK PANEL, ELEVATION @ GRID 6 - # VERT. FULL HT. UD \RE : 6 -4 RE. 8-4 -4-#5 EA. FACE- - (8 TOTAL) ,i --,#5 CHORD TEEL • 8 SLAB DOWELS --CONN. RE: A-3 . 1 4 - #5 VERT. EA. FACE (8 TOTAL) -- 5-- #5 VERT. EA. FACE 8 (10 TOTAL) D G # 0 14 "oc V. & #4 0 14"oc H. TYP. B B -- 3--#5 VERT EA. FACE g (6 TOTAL) RE; A -3 3 -#5 CHORD STEEL #4 0 14 "oc EA. WAY -9 B _J MITER EDGE /# --4x8 �• ,: +lik,z 7Fs. Y`> ac: .�a ^�:7C+"a'.YC <'3xet:fC.i°:?. "'v r :i'•C• .r ✓3*:+.s e;+c x. - • rK:rit:7J -�a.1 - f 0 1p TNS INCH 1 7 5 CHORD STEEL 7 1/4" THICK PANEL 01) 6 0 — 6 - #7 VERT FULL HT . #5 EA FACE #4x2 TYP EMBEDS FOR FUTURE MEZZ. 0 48 "oc 32" MIN. 3 - # EA. FACE (6 TOTAL) C' 3 - #5 CHORD STEEL - 5 - #5 VERT. EA. FACE 8 (10 TOTAL) RF: F-5 / ---4-#7 CHORD STEEL <27. -6 "? 0 4 - #5 VERT. EA. FACE B (8 TOTAL) ' 3-#5 VERT. EA. FACE (6 TOTAL) 5 - #5 VERT. - EA. FACE - (1D TOTAL) 9 / -- RE: A -3 4 PLACES ELEVATION @ GR I D 4 D CHORD STEEL #4 0 I4"oc EA. WAY II{ ipJIIIIIlImimiliiiiiiiiiiiiiii iiiIIIHIlIjTly IriI ►iiiiiiiif iIml(iII Ifii1I; IIIIIlijliIiliiiiililiipi ,-irtitili ii;1i: 3 4 5 5 7 8 9 NOTE: if the >aaicrofi docui enr J.s 1,esss ci.ear than this notice, it is due to the quality of the original document. 4 - #7 CHORD STEEL 4 - #7 CHORD STEEL 7 1/4" THICK PANEL. 32" 7 1/4" THICK PANEL MIN. DD I-#5 EA. FACE RE: A-3 / — 6 -#7 VERT, FULL HT. 3 - - #5 EA. FACE (6 TOTAL) #5 14' oc VER. # 0 1 4 " cr H O R I Z . 4 -,#5 VERT. EA. FACE C (8 TOTAL) 3 - #5 CHORD STEEL #4 0 I4 "oc EA. WAY • � I I III � III I I II ► 10 11Mmt: 12 • 06 6Z BG G? 9Z GU +7e C? CZ IZ 0?' 6l 81 L? 91. 9l 7I t•:l Zl IL ()L, 6 8L, 9 S * C Z I " 0 ' I I I t' 1I 1 .., I I I ,', , I . 1 ;. i I' I I i 1 , i 1 I t�, I I 6, I ( I i �t f:! 1 I I I I I 111111 i1 111111,t1ir:111,I1i��llil! 11111 I illi IItl1'I � riiillli',I 1 I• illlli :?I:IIIIil tll!I.IIII I I:r11111i II11 lr,i.I III I IIIillli, ill illlilltlll!II u t l h 1 !ldW lilt r tilt ttftut,t u! r ' IN �I 1;ii.1►11, 1 Iiill!!Iliilil 11ii 11i1t1i1i111ii,id /---MITER EDGE I Y [RE: PLAN] 2 - #5 CHORD STEEL "-- - - #7 CHORD STEEL RE: F -5 ELEVATION @ GRD 7 1/4" THICK PANEL. DD B EMBEDS FOR FUTURE MEZZ. 0 48 "oc 4x8 R --3-#5 EA . FACE (5 TOTAL) FTG CONN. RE: A-3 (4 PLACES) 8 - 6-#7 VERT. - FULL HT. -- --SLAB DOWELS D 8 8 CHORD STEEL -4 RE: 6--4 #5 VERT, FACE 0 TOTAL)1. 3 RE: A -3 4 -#5 VERT.-- EA . FACE (8 TOTAL) REFER SECTION H - -10 SHEET S - -10 FOR ADDITIONAL REINIFORCING AN INFORMATION FOR PANELS --4 -#7 CHORD STEEL E RE . F-5 2-#5 CHORD STEEL -4x8 R„ (7) 7 1/4" THICK PANEL. (RE: PLAN 4x6 R. 32"I MIN. •J FACE .4. 3-#5 CHORD STEEL #4 0 I4 "oc EA. WAY 28) RE: q) FOR ADDITIONAL REIN ORCING Ns - 6-#7 VERT. FULL HT. 3-x¢5 CHORD STEEL RE: R -4 8 5 - #5 VERT. EA. FACE (10 TOTAL) 8 #4x2' -6" DIAG. 6 RE: A -3 RE D-5 EMBEDS FOR FUTURE MEZZ 0 48"oc ALL PANELS ARE VIEWED FROM THE INSIDE OUT. PANEL NET THICKNESS IS 5 I /2" UNLESS NOTED. REFER SHEET 5 -6 F. S-•-IO FOR ADDITIONAL INFORMATION .. a.. ♦ :'Y.... .. ? 5... �,:4 ✓Y 4':. .. . . . .. c...Lv. r N -..r MA. '#...... .. •.4. ,. (,r __.. .. - -. �....a.,...,.. h Z W c� LU Q 0 0 v — .,.........r.....,ri._..r,. Archlteeturs and Naming., 10413011 Pomeroy Norttiviestino. Royce A. Berg, M.A. Prat 1127 Pkis Street, Ott. 3 Seattle, WA98101(206)563-8030 nrtots wow* :1 J / #4 R 14'oc HORIZ. RE - MN , 11 8 9 9 g C __I 1 ! —1 • 0 e t4-13'-°" ey_t MITER EDGE ‘ W5L#4 G 6- #407 "or. VERT. 1-#5 VERT.- I5' - 6" CONN. RF: F -5 't1 18 ' --0' I 1 --0" MITER EDGE VARIES WI' -0" #5 ;VERT . EA. FACE (1G TOTAL) 5 1 -0 " A VARIES RE: D -5 i r-2-#5 CHORD STEEL . #4 0 I4 "oc- f�✓ EA. WAY #4 X 2' -6" DIAG. 10 A CORNERS TYP ELEVATION GRD a eV -0" L #4 0 I4 "oc EA. WAY #7 W/ HOOK BOTH ENDS -EM D KtC 1 4 vir 1! VARIES RE: G 2-- #5 #4 E0 14'oc EA. WAY 2 - #5 VERT EA. FACE MIN. -6-#7 VERT W/8 - #3 TIES 0600T &8 12' oc OTHER 4x6 f2. --3 - #5 CHORD STEEL (7) r --- -i #7 /--• -2- #5 CHORD STEEL #4 0 ! 4 "oc EA. WAY M Big J IIHV ; 4x6 2-#5 - -MITER EDGE --- --2 -#5 VERT - EA. FACE M . EL @ G R 1 . D A -f0 ADD 2 - #5 VERT. & #4 [BOWELS • I2 "oc 0 LOWER' SECTION F RE: A -3 \ RE : 0-•5 RE: D -5/ - 4 -••17 EA: LEG 6 - EMBEDS FOR FUTURE MEZZ. O 48 "oc -- #4 0 14 "oe• E.f,. A'-- I Q ' A- t G ADO 2--#5 VERT. & # DOWELS 1 I27oc 0 •. LOWER SECTION; RE: D -5 RE: D -5 4- 7 EA, W/8#3 TIES 0 6 " oc T &E3 & 12" oc OTHER B g EMBEDS FOR FUTURE MEZZ. O 48" oc RE : Q--5 ?4' -1I I/2" I - #5 VERT. 6-#4 0 7 "oc VERT. F -5 MITER EDGE 29' -6" A--10 M M M 4- #5 VERT. _-.- EA. FACE (3 TOTAL) MITER EDGE 5 #5 VERT, CONN. EA. FACE ' RE: F - (10 TOTAL) F - #5 CHORD STEEL #4 0 I4 "oc- EA. WAY - 4x8 II' 3 - #5 CHORD STEEL C;) 2 - #5 TYP. 1 111 0 I12' 6 -4 VERT . 7- lit EA . WAY � ' I - - #5 VERT. -. e 0-J5'-6w lk. 2 - - #5 CHORD STEEL #4 Q f 4 "oc EA. WAY I #7 F E 1 321 MIN. EMBED FOR KICKER RE: G -5 CONN. RE: F -5 1111 #4 I4 oc #7 W/ HOOK !1 H _ 0s RE: D -5 RE: 0-5 4-#7 EA., LEG W/8 -• #3 TIES 0 6 "oc T &8 -12' oc OTHER 8 / EMBEDS FOR FUTURE MEZZ., 4 48 "oc. #4 0 I4 "oc• E.W. A .J 0 A -10/ ADD 2 - #5 VERT. --~' & # DOWELS' Qt Z "oc 0 LOWER SECTION 4- #7 5 - #5 VERT. EA, FACE 3 (10 TOTAL) P - CONN. RE: A -3 - #5 VERT. 6 - #4 0 7 "oc VERT. MITER EDGE -6-- #7 6 -#7 VERT. 6 EMBEDS FOR .� FUTURE MEZZ. 0 48 "oc #4 4 I4 "oc E.W. F 3 - #5 VERT. EA. FACE (6 TOTAL) F 5 - #5 VERT. EA. FACE (10 TOTAL #4 0 14 "oc HORIZ, TYPICAL PANEL RE'INF 4x6 32" MIN. 11:3:?F rR Ems F 2 " MIN. 2 - - #5 CHORD STEEL O 0 0- V 9 1 4x8 0 'U ELEVATION @GR c� -4 - #7 CHORD STEEL 414 0 14 "oc EA. WAY [RE: PLAN 7 1/4" THICK PANEL, ELEVATION @ GRID 6 - # VERT. FULL HT. UD \RE : 6 -4 RE. 8-4 -4-#5 EA. FACE- - (8 TOTAL) ,i --,#5 CHORD TEEL • 8 SLAB DOWELS --CONN. RE: A-3 . 1 4 - #5 VERT. EA. FACE (8 TOTAL) -- 5-- #5 VERT. EA. FACE 8 (10 TOTAL) D G # 0 14 "oc V. & #4 0 14"oc H. TYP. B B -- 3--#5 VERT EA. FACE g (6 TOTAL) RE; A -3 3 -#5 CHORD STEEL #4 0 14 "oc EA. WAY -9 B _J MITER EDGE /# --4x8 �• ,: +lik,z 7Fs. Y`> ac: .�a ^�:7C+"a'.YC <'3xet:fC.i°:?. "'v r :i'•C• .r ✓3*:+.s e;+c x. - • rK:rit:7J -�a.1 - f 0 1p TNS INCH 1 7 5 CHORD STEEL 7 1/4" THICK PANEL 01) 6 0 — 6 - #7 VERT FULL HT . #5 EA FACE #4x2 TYP EMBEDS FOR FUTURE MEZZ. 0 48 "oc 32" MIN. 3 - # EA. FACE (6 TOTAL) C' 3 - #5 CHORD STEEL - 5 - #5 VERT. EA. FACE 8 (10 TOTAL) RF: F-5 / ---4-#7 CHORD STEEL <27. -6 "? 0 4 - #5 VERT. EA. FACE B (8 TOTAL) ' 3-#5 VERT. EA. FACE (6 TOTAL) 5 - #5 VERT. - EA. FACE - (1D TOTAL) 9 / -- RE: A -3 4 PLACES ELEVATION @ GR I D 4 D CHORD STEEL #4 0 I4"oc EA. WAY II{ ipJIIIIIlImimiliiiiiiiiiiiiiii iiiIIIHIlIjTly IriI ►iiiiiiiif iIml(iII Ifii1I; IIIIIlijliIiliiiiililiipi ,-irtitili ii;1i: 3 4 5 5 7 8 9 NOTE: if the >aaicrofi docui enr J.s 1,esss ci.ear than this notice, it is due to the quality of the original document. 4 - #7 CHORD STEEL 4 - #7 CHORD STEEL 7 1/4" THICK PANEL. 32" 7 1/4" THICK PANEL MIN. DD I-#5 EA. FACE RE: A-3 / — 6 -#7 VERT, FULL HT. 3 - - #5 EA. FACE (6 TOTAL) #5 14' oc VER. # 0 1 4 " cr H O R I Z . 4 -,#5 VERT. EA. FACE C (8 TOTAL) 3 - #5 CHORD STEEL #4 0 I4 "oc EA. WAY • � I I III � III I I II ► 10 11Mmt: 12 • 06 6Z BG G? 9Z GU +7e C? CZ IZ 0?' 6l 81 L? 91. 9l 7I t•:l Zl IL ()L, 6 8L, 9 S * C Z I " 0 ' I I I t' 1I 1 .., I I I ,', , I . 1 ;. i I' I I i 1 , i 1 I t�, I I 6, I ( I i �t f:! 1 I I I I I 111111 i1 111111,t1ir:111,I1i��llil! 11111 I illi IItl1'I � riiillli',I 1 I• illlli :?I:IIIIil tll!I.IIII I I:r11111i II11 lr,i.I III I IIIillli, ill illlilltlll!II u t l h 1 !ldW lilt r tilt ttftut,t u! r ' IN �I 1;ii.1►11, 1 Iiill!!Iliilil 11ii 11i1t1i1i111ii,id /---MITER EDGE I Y [RE: PLAN] 2 - #5 CHORD STEEL "-- - - #7 CHORD STEEL RE: F -5 ELEVATION @ GRD 7 1/4" THICK PANEL. DD B EMBEDS FOR FUTURE MEZZ. 0 48 "oc 4x8 R --3-#5 EA . FACE (5 TOTAL) FTG CONN. RE: A-3 (4 PLACES) 8 - 6-#7 VERT. - FULL HT. -- --SLAB DOWELS D 8 8 CHORD STEEL -4 RE: 6--4 #5 VERT, FACE 0 TOTAL)1. 3 RE: A -3 4 -#5 VERT.-- EA . FACE (8 TOTAL) REFER SECTION H - -10 SHEET S - -10 FOR ADDITIONAL REINIFORCING AN INFORMATION FOR PANELS --4 -#7 CHORD STEEL E RE . F-5 2-#5 CHORD STEEL -4x8 R„ (7) 7 1/4" THICK PANEL. (RE: PLAN 4x6 R. 32"I MIN. •J FACE .4. 3-#5 CHORD STEEL #4 0 I4 "oc EA. WAY 28) RE: q) FOR ADDITIONAL REIN ORCING Ns - 6-#7 VERT. FULL HT. 3-x¢5 CHORD STEEL RE: R -4 8 5 - #5 VERT. EA. FACE (10 TOTAL) 8 #4x2' -6" DIAG. 6 RE: A -3 RE D-5 EMBEDS FOR FUTURE MEZZ 0 48"oc ALL PANELS ARE VIEWED FROM THE INSIDE OUT. PANEL NET THICKNESS IS 5 I /2" UNLESS NOTED. REFER SHEET 5 -6 F. S-•-IO FOR ADDITIONAL INFORMATION .. a.. ♦ :'Y.... .. ? 5... �,:4 ✓Y 4':. .. . . . .. c...Lv. r N -..r MA. '#...... .. •.4. ,. (,r __.. .. - -. �....a.,...,.. h Z W c� LU Q 0 0 v — .,.........r.....,ri._..r,. Archlteeturs and Naming., 10413011 Pomeroy Norttiviestino. Royce A. Berg, M.A. Prat 1127 Pkis Street, Ott. 3 Seattle, WA98101(206)563-8030 nrtots wow* :1 1 - 7 1 ____ 4 L3 0 4 A I - #7 1 -#7 4__-_ t —# 7 k1I . i 4 t —# 7 4 , ! - #7 4 4 cb..<_?7 VARIES IL ili vA t i ES v. r:r 18' -0° 24 "x24 "LEG W 6 - #7 VERT. 00 Q 1 1 <27'-6"› VARIES RE: D -5 12 "xI2 "LEG W 4- #7 VERT. 6-#7 VERT. E 0 SIDE 1,~0" • 1 /AFr 0 -111:--a ' EOSIDE ( 24'x24 "LE(, W 4- - #7 & 4- #5 8' - 0y .1 cp 0,_0" L A -_I0 041E-0" .! E -0 " L ELEVATION @ GRID r- --3 - #5 CHORD STEEL #4 0 14"oc - EA. WAY TYP 2 - #5 CHORD STEEL #4 0 14 "oc EA. WAY TYP ELEVATION @ GRID 3 - #5 CHORD STEEL #4 0 14 "oc- EA. WAY TYP !2'x4' LEG W /6LOcKOUT 2-#5 CHORD STEEL #4 0 14"oc- EA. WAY TYP ELEVATION C� 0 3) -- #4x2' --6" D(AG. TYP. 13 - EMBEDS FOR FUTURE MEZZ. 5 48 "oc - #7 VERT. RE: 0 -4 RE: 0-4 �` LEVAT1ON©GRID 7 EA. LEG 12 "xI2" LEG W/ 4 - #7 VERT. \A -10 A -10 12 "x24" LEG W/ BLOCKOUT ADD 2 - - #5 VERT. DD B -10 00 RE: D -5 RE: 6-5 12 "x12" LEG W/ 4 - #7 VERT. A -10 12 "x24" LEG W/ BLOCKOUT ADD 2 - #5 VERT. RE: D - -5 RE: 0 -5 f2"xI2" LEG W/ 4 -#+7 VERT. A--IO A -I0 12 "x24" LEG W/ BLOCKOUT ADD 2-- #5 VERT. 1 t, w y •, ac• = 2 - # CHORD STEEL. #4 0 14 "oc FA. WAY TYP. #5 CHORD STEEL f-3-#5 CHORD STEEL. i #4 0 14"oc EA. WAY 2 -15 CHORD STEEL #4 0 14"oc EA. WAY FAR SIDE - - 1 ._ 0 rr FAR SIDE 1 -0" FAR SIDE 24x24 "LEG W( 4 - #7 & 4 - #5 VERT. 2 - #5 CHORD STEEL --- #4 0 14 "oc - EA. WAY RE: D -4 RE: -12"x12" LEG W/ 4 -• #7 VERT. A -I0 I2 "x24 ",LEG W/ BLOCKOUT \-ADD 2.#5 VERT. 12 "xI2" LEG W/ 4 - #7 VERT. A-IQ A-•I0 12 "x24" LEG W/ BLOCKOUT t2 "xI2" LEG W / 4-- #7 VERT. A -i0 A-I0 I2 ° x24" LEG W/ -st A-10 - - - #4 0 14 "oc EA. WAY FAR SIDE NEAR SID & SIDE FAR SIDE N EAR SIDE Sig E FUTURE MEZZ. A 48 "oc 5 CHORD STEEL - #4 4 14"oc EA. WAY 3 -#5 CHORD STEEL # 0 14 "oc EA. WAY 2-#5 CHORD STEEL - #4 0 14"oc EA. WAY .E E 5 CHORD STEEL-- 44 0 14"oc EA. WAY 00 1' SIDE 1 �J E- a SIDE I'-0 24 "x24 "LEG W/ 4-#7 & 4- #5 VERT. DO -12"x12" LEG W/ ---- 4-- #7 VERT. A -10 A -10 I2 "x24" LEG W/ - BLOCKOUT ' _ I ,_ 0 " 24 "x7.4 "LEC W/ 4 - #7 4 - #5 VERT. lA �11l�IIi�111i1(!jl�llllf f C l 0 16 YM$ ,NCH <27 , --6 "> i' ,E, FAR SIDE EMBEDS FOR FUTURE MEN.. 0 48 "oc FAR SIDE 24 "x24 "i.EG W/ 4-#7 S 4 - #5 VERT. --- #4 0 14'oc EA. WAY 7 3 2 - #5 CHORD STEEL -- 1 #4 A 14"oc EA. WAY -- ••3 --#5 CHORD STEEL #4 0 14 "oc EA. WAY F 7 24 "x24 "LEG W/ 4 - #7 & 4- #5 VERT. W/5 - - #3 TIES 0 6 "oc T &8, #3 TIES 0.12" oc REMAIN P #4 0 14 "oc a7 EA. WAY I-#7 _ AR SIDE !4 0 14"oc EA. WAY E FAR SIDE EMBEDS FOR --• FUTURE MEZZ. 48 "oc P #4 0 14 "oc EA. WAY `•--- EMBEDS FOR FUTURE MEZZ. 48 "o0 RE: Q -5 #` 0 I4 "oc EA. WAY 0D RE: D-5 RE: D -5 12 " x 12 " L EG W/ ---- -- 4 -#7 VERT, A I 0 A -•t0 -12"x24" LEG W/ --###- BLOCKOUT 2-#5 CHORD STEEL #4 0 14"oc - � EA. WAY OD EMBEDS FOR -•-- FUTURE MEZZ. 0 48 "oc B 24 "x24 "LEG W/ 4-#7 & 4 - #5 VERT. W/5 -#3 TIES 0 6 "oc T &B, #3 TIES 0 12" on REMAIN 7 P NEAR' S S FE EMBEDS FOR FUTURE MEZZ. 0 48 "oc NEAR SIDE FAR SIDE. ---24 "x24 "LEG W/ 4 - - #7 & 4-#5 VERT. 1• •. �. ; A \�F:- .�.:1:• � �4L 3 -f t -.tip .. �.. FX:� t .r.,. - 1r -• y3 ' N1d= i !' I1I+1111111Ii11111111iIIIIII11T 1 I11i11111111011111II1rII 1 1ij 1 1 1 1 1 11 j 111111 �+III11 111111.1 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original documer `.. --#4 0 14"oc EA. WAY <15' -6"). F FAIL SID <27' -fi " D " E __/' ' FAR SIDE 24 "X24 "LEG W 4-#7 VERT. & 4 - #5 VERT. - #5 CHORD STEEL #4 0 14 "oc EA. WAY 2 - #5 CHORD STEEL #4 0 14"oc EA. WAY 111I110! 9 oE; 6Z se L 9? #e 47# f:Z ze 6t 81 4l 9l 9! ail Fl zI 11 01, 6 6 4 , 9 ( ! 1 i � � i i I + I !Iiii!IIIl 11 ! 111 TH! lilIiI !iililLiill!Lill► 1111 �I�; i itfl ii: i!. 1 ; ii�l 111{1 1! 1 �11l 1i; i! �li! liil!!+ 1 ': Il �i! 11 1� lI!11i1i'III!'1'f 111► Ilflit1 111IIIII;iIi�I!1111 !!IIlIL1 :... .� .. . � u Ill -#4 4 14 "oc EA. WAY EMBEDS FOR FUTURE MEZZ. FAR SIDE {Ie I 0 48 "oc LE L -5 _ E FAR SIDE E _ FAR SIDE f-3 - #5 CHORD STEEL #4 4 14"oc - EA. WAY -24 "x24" LEG W/ 4- #7 & 4- #5 VERT. • P `' FAR SIDE #4 0 t4 oc EA. WAY FAR SIDE EMBEDS FOR FUTURE MEZZ. 0 Woe 24 "x 24 "LEG W/ 4 -#7 & 4 - #5 VERT. 1 1 1 11111 1 1 1 1 1 11111111i 11 lO 11 - 0,-1NG P# 1.'Y 12 s 7 e z . P 4 0 !1!Ilil�li!11�llii!III!I !1111 -- #4 0 14 "oc EA. WAY Q.:J L OD RE: D- 4 - -# 7 EA. LEG 12 "xI2' LEG W/ 4 - #7 VERT. -#4 @f ! roc EA. WAY #4 0 14 "ac EA. WAY 2 - #5 CHORD STEEL --- #4 -0 14"oc - EA. WAY 1 -# 24 "x24 "LEG W/ -- 4--#7 & 4 - #5 VERT. W/5 - #3 TIES 0 6 "oc T&8, #3 TIES 0 12" oc REMAIN AEI 0 A•-• I 0 -12 "x24" LEG W/ BLOCKOUT ti 1 , #4 a 14 "cc EA. WAY _<15 - 6 "> I - #7 '- -•3 - #5 CHORD STEEL #4 * f4 "oc EA. WAY i 00 1 1 i RE: D 5 --5 1' -0" -0" 1' -0" --'� I ' - _ 0 A 12 "x2.4" LEC 4 - #7 VERT. -•--- #4 0 14"oc EA. WAY 24 "x24 "LEG W/ 4 -#7 VERT. W/5 - #3 TIES 0 6 "oc T &i3, #3 T I E S 0 12" oc REMAIN C SiM. REFER SECTION ,H--•- I 0 SHEET S-10 FOR ADDITIONAL REINFORCING AND IN FORMATION ON PANELS , , , 01\3 (ft) (5 • --(SS) , 64) . 24 "x24 "LEG W/ 4-#7 & 4 -#5 VERT. W /5 - #3 TIES 0 6 "oc T &B, #3 TIES 0 12" ac REMAIN 12"x12." LEG W/ 4 - #7 VERT. A--10 12 "x24" LEG W/ BLOCKOUT ADD 2 - #5 VERT. — #4 0 14 "oc EA. WAY ALL PANELS ARE VIEWED FROM INSIDE OUT. PANEL. NET THICKNESS IS 5 I /2" UNLESS NOTED. REFER SHEETS S-6 & 5-10 FOR ADDITIONAL, NOTED, #4 0 14 "oc f ___EA. WAY #4 0 14 "oc EA. WAY <!5' -6 "> F 1 1 �.,.r lY • • - #7 I-#7 4' r , • 12 "x24' LEG W/ 6 - -#7 VERT. IE ADO 2 - #5 VERT.- 12 "x24" LEGS FULL HT. 0 1 GRIDSQ& !� . PANELS ABOVE 12' --3" ON GRIDS ®& ® #4 0 I4 "oc /r ---#4 / + EA. WAY E_ E 24 "x24 "LEG W/ 4 - #7 a 4 - #5 VERT. W/5-#3 TIES 0 6 "oc T &B, #3 TIES O 12" oc REMAIN ELEVAflON @ GRID 3 - #5 CHORD STEEL # 0 14 "oc EA. WAY ELEYATONL@ GRD • 2 ) -0 ,) SECTION 0-10 SCALE: 1111 3/ , -Q 1 SECTION .F f0 SCALE: 3f4 ":I. -Q • - #/ I -.. - 7 #3 TIES RE: ELEVATION HORIZ. REINF. RE: ELEVATION -- --4 - #7 VERT. #3 TIES RE: ELEVATION HORi . REINF. RE: ELEVATION - •-- --6 - #7 VERT. #3 TIES RE: EL`VA I ON C #4 41 14 4 oc EA. WAY <15' --6 "> 12 4 x24" LEG W/ 6-#7 VERT. 2' -0" 30Y4" NEL (BELOW 12'-8. I ON GRIDS ®& ® . #4 0 14 "oc EA, WAY 3--- #5 CHORD STEEL #4 4 14 " c c ---t EA. WAY 1 SCALE: 3/4 "- 4 0 EMBEDS FOR FUTURE ME 0 48 "oc E--i0 F--1 <27' -6 "> K ev„„, 18' -0" E 0 SIDE 1C-0" 24 "x 12 "1.EG W/ 4 - - #7 & 4 - #5 V. SECTION D -10 #4 0 18 EA. WAY EA- FACE 4 DD 4 - #7 i:.A . LEG i2 "x24" LEG W/ 6 - #7 VERT. DD -- #3 TIES RE: ELEVATION HORIZ. REINF. RE: ELEVATION - --4_ #7 VERT. — BLOCKOUT FOR DOWNSPOUT '`� #4 12 "oc -2 - - #5 1 - --2 - #5 CHORD STEEL #4 R 14 "oc EA. WAY 2' -0" REFER SECTION H -- 10 SHEET S---! 0 FOR ADDITIONAL REINFORCING AND INFORMATION ON PANELS "@) - - -3 - #5 CHORE) STEEL #4 0 14 "oc EA. WAY SPANDREL PANEL HORIZ. REINF. #7 EA. CORNER- #5 CENTER EA. FACE #3 TIES RE: ELEVATION SECTION E -10 SCALE: 3/4. "µ OD 1 1111111 1 111l111 1 IIIIi1 T IIIIM I HIP 7 - #4x2' -6" OIAC. TYP. -4 - #7 EA, LEG I2 "x2'+" LEG W/ 6 - #7 VERT. 6 , "" 1"'..... -1111 2' -O" t�D 12 "x24" LEG 6 -#7 VERT. /--3-#5 CHORD STEEL # 0 14 "oc EA. WAY ..301" 3" 2 - # CHORD STEEL -- '1 #4 0 14 "oc - EA. WAY 416<27 •_..,,_1..., DD QpIELr°'' 8 EMBEDS FOR FUTURE MEZZ. 0 48 "oc B 6 - - #1 VERT #4 O 18 "0C - EA. WAY EA. FACE 4-#5 TOP & BOTTOM (2 BUNDLES OF 2-#5). TIES G. 16 "QC waikWe - •,143 r- ir' ,• 12 "x24' LEG W/ 6 - #7 VERT. _n" ' -0" ^0 Y I' - 0" 24 "x#2 "LEG W/ 6-#7 VERT. --TYPICAL REINF. CHORD STEEL 6V4" THICK - 1 SECTION 5'•-6" X43• TIES 0 5" vC 4 5 6 7 8 NOTE: If the reicrofiuiied document is less clear than this notice, it ill due to the quality of tr a original document. COLUMN SIZE &— VERTICAL REINF. PER PANEL ELEVATIONS SECTION H- .., • oc 6e Be [.z 9Z Sz f7z Ez zz tz O 6t 61 .L 9l ' L f7I Et z< L 01 E e c I ! i ( 1111011ifilkWAAklk I (!II1��111 ilii�ill�!!'Il�! 1111! Iii JIIII'lip!!{I!Iili1;';IiI� iibilli;,! ;f!.(�II ltil! !Illllit�I! ! ilitMil �illI�, ii. Iilll�!!II }i!;'t�!III'•i.•I�i!i 111111 PANEL � ) Y��./8.. 1111 .)`- 1111..:'. .. - �. 'i S.y � ihl. '.. 11111I1111111Ii111111I11111 111111111111111111111111+ 1111111 111111111111111111111111111 �(I 3 SECTION A--IQ SCALE: 3/4' -I '--0 HORIZ. REINF. RE: PANEL ELEVATION SECTION B SCALE: 3/4 ": EXTEND F.S. #7 TO TOP OF PANEL l %a CLR TO HOOK TYP. 1 /1" C:LR 0 0 cn R. 0 0 N tx1 2' -0" 0 U 9 S h E l rc () 1 I N, \ --ft 3/8x6x I '--6" W/3- 5/8"0 x 5" W.H.S. //j;/ 16L2 7--- / 16 L ,-- -- I' -0 q. Ft I 0 6 #7 VERT. r --- #3 TIES RE : EL EVAT I ON 6-- #7 VERT. HORIZ. REINF. RE: ELEVATION PANEL --10" T icx.. SECTION SCAL 3/ 2 - #5 W STD- HOOK �s - -- - 614" SECTION - . LEG FULL HT, I + GRIDS 1 Lk 6 -1 10" SECTION PANEL LEG RE: ELEVATION! FOR DIMENTION J -10 Qom: UNIFORM BUILDING CODE, 1988 LIK$ : ROOF,...25 PSF SEISMIC ZONE 3 EQVNDAU ;~. 1= FOUNDATION DESIGN PER REPORT No 04597-004-005 ALL EB DAMES E- • M Oo. AND `►Olive,. BEARING 1500 PSF PER REPORT. FOUNDATION CONSTRUCTION PER THIS REPORT • REPRESENT AT IV k FR POURING AMES &' MOORE TO ,INSPECT ;LL FOOTING ExCAVATIO CONCRETE. FILLS TO BE COMPACTED 10 9 5 BIM 1IFIED PROCTOR PER. BASTM L}-- 1:551. 41.4. EXTERIOR FOOTINGS SHALL LOWEST ADJACENT GRADE ff �� 0 - ps,i FOR. FOOTINGS O g f' o = 3000 pal: F , f • e = 300 p.) FOR WALLS - MAX; SLUMP' = 4" P1..US OR MINUS 1" MINIMUM 5 SACKS CEMENT PER CU. YARD MIXING AND PL.A ING 4P ALL CONCRETE SHALL £SR AC CO R D NCE WI - T E UBO ANO ACT CODE• 318, LATEST EOLTIDN• DENSE,. ° WORKABLE MIX 1414/C14 C CEMENT SHALL BE AS SUCK. TO PROLE Ac BE PLACED WITHOUT SEEMEGATION OR EXC E UNLESS. SURF W AT E R . 4' CHAMFER ON ALL EXPOSED- CONCRETE EDGE . . ON ARCHITECTURAL DRAWINGS. • •Q{•` /��(���� ■/♦'( '. •/ y n t. •. • ) Rgit4FO - IWIl. Th REINFORCEMENT SILL CCISFOH• TO AST14 - AG115 -8 ( I EXCEPT QA NOTED . ALL �It I LS SHALE BE, GRADE ( FOR' WELDED RF.BA1�P• SLAV I �E�rCTOU {3�1 �s A8 `t�= c+��..ao• OTHER REINFORCING SHALL BE . GRADS S0. ( f SHALL HAVE A •MAXI t4ILL•,TEST'. VIE R _ 0 P3 T! RATIO-. • OF INC WILL TEST ULTIMATE TENSILE, y 21�; -,. � L.l�1>'�': ,, r YIELD- STRESS SHALL-: t4OT OS LES& : -Tfi41 - I REV4FOiRCING BARS' 36 BA DIAMETER /I+ .C. °,. WILL ESE . PROVIDED, MUM. UNLESS ALL , , NOTED OTHERWISE. CORNER BAR (V-77 BENDY HORIZONTAL REINFORCEMENT. DETA14< STEEL IN TO DACE' tfITH nig' AC/ DETAILING MANUAL. �kIIRt : MEW > SHALL CQIt4 • COVER TO REIIIFORCEMENT •. To- BE: , lI'JC?''lE . F OOT INGS. • " ••.. • . ♦ ... .. • ..... .. T s -• .. i.9. FORMEL?. ' ' FAC SA- WEATHER FACE. ,:..• . 3/R I INCHES S INTERIOR FACfE.% -.2 • _ #.iL 6E. EARTH' FACT • BOOMOCNIL . ROOF SHEATHING • FLOOR - Df APHRAGH$ PRIOR TO COVERING.. ; • DRAWN i 4 ., dam, L s }> W/ND...80 MPH, EXPOSURE B ) iL7� LDELIg l 1111.. WELDED REHAB '. Ttx S1 .: A•7QO, : , f y+. s• tSO,.00O Psi. USE . - ERE"• R EYO • LOW HYDROGEN. ELECTRODES• TO WELD REINteORCINGs� T PROC.EO W ES! OF AWS' D1• -4,�. CURREI -: EDIT/Oft, • . : .E.i , s: 3 t0 *x t r ,i 4 ' AS ;DES PREHEAT REQUIREMENTS Off. TABLE S• OF TH/S STANDARD. IF CAR EQUIVALENT (C.E.) IS KNOVR4,. FOLLOW PREHEAT RECOMMENDATIONS` FOB C. E. GREATER IMAM- 0.75% - : . . t ALL WELDS TO BE BY W.A. B.O. ceRTIF'IEtt• wit.DER9 - . . IMISOMMAJEUMOLv . TUBE COLU14NS• SHALL CONFORM TO AST14 A500':. GRADE B (!y 48,004 psi) . . ROILED ST EEL SHAPES !SHALL CONCORg TO. ASTI A -3O' (f•; - 36, 00011 pai ). WELDS NOT SPECIFIED SHALL HE- 3/16' COSITIMUOU8 FILLET KINIMUM. •ALL WELDS TO RE BY' W.A.8•.Q. CERTIFIED • WELDERS. USE FRESH E70 ELECTRODES. SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL. ENGINEER FOR REVIEW PRIOR TO FABRICATION OF STRUCTURAL STEEL, MACHINE STS TO SE A -3O7.. FABRICATION. AND ERECT /O4 SHALL OE Ii#t ACCORDANCE WITH t M - IREPIFI I _ • • c;OU C?F_$TALrt • CURRENT EDITION..: _ , • WELDF • :, NEADEO STUDS _ -SHALL , CONFORRG TO AWS D -`.1► (S►1Eh.A FRANIMOJAMIll : 2 X 4 STUDS 1.4 F *2 fbp a 1350 psi 2 if . 8 STUD AND ROOF 401 ST S 1111 . H . I* 1111 *2 . ...: f b z - 1150 p a l 4 X ROOF PURLINS, ,o.........D.F. DENSE El fb - - 1800 pat LUMBER NOT NOTED-TO BE D.F. *2 OR BETTER, ALL GRADES SHALL CONFORM TO i t ESallM %rUN@.0" -1979 EDITION. ALL BOLTS HEADS AND NITS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS... ALL. WOOD IN CONTACT WITt( CONCRETE OR MASONRY SHALL. BE PRESSURE TREATED, MAXIMUM' MOISTURE CONTENT 1991 AT INSTALLATION FOR ALL- LUMBER. STEEL •-HANGERS TO BE SIMPSON OR APPROVED EQUAL. FASTEN ALL HANGERS AS SPECIFIERS BY MANUFACTURER UNLESS SHOWN. tom! LA ilt AIB -11t MER : G1LU•- LAMINATED: WOOD BEAMS. KILNS DRIED - INDUSTRIAL• APPEARANCE. STRESS. GRADE COMBINATION 24- -F-V4 (fb =2400 pail fv=165 pail AT- SIMPLE SPAN, BEAMS, STRESS GRADE : CO 4RXNATT IOC! 24F -V$ AT CANTILI?VERED. •- BEARS (f b=2406 psi', fv a 165 psi) , AND AT 2;5 INCH THICK GLU•- LAP#INATED ; PUnI;.IN8' USE STRESS GRADE (*RUINATION 24F --V5- ('fb =. 2400 - Psi; f v : 1 35pa1) .) t31U -LAMS RUST BE OBTAINED FROM AN m . !L.APA • EWS APPROVED FABRICATOR, SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL. ENGINEER PRIOR TO FABRICATION:., , '(. t /2" (FULL 1/2 ") PELICAN MILLS ORIENTED • • STRA?4Q BQARD CONFORMING TO IC80 REPORT 04255 w ALL SHEATHING SHALL. CONFORM ' TO ' U.S. PRODUCT • STANDARD P.S. 1 , CURRENT ADDITION. NAILING SHALL B.• : AS INDICATED ON PLAN. CONTRACTOR IS TO CALL THE ENGINEER: FOR OBSERVATION OF ROOF AND • 11,11. •• .; PANEL LIFTING STRESSES. A.1RE;_ TCr SE..CHECK.ED BY. , THE - CONTRACTOR. AND He SHALL • PROVIDE 1 EINFORCINO. STEEL AS. REQUIRED FOR HIS METHOD. OF HANDLING AND - ERECTION; USE- STRONGBAC)CS AS REQUIRED AT • EXCESSIVE.' PANEL OPF.NLNGS - CONTINUOUS GROUP' BETWEEN pANELS-ANtE. FiOTINQS BE • A NON- •SHRthKING TYPE.. , -• SO.,, DRAWINGS. FOR ADDITIONAL NOTES REGARDING PRECAST PANT L.S.•, . BIB ECAg 13.6E(f talc. . • . . M` . . _ •. -• ". . • . .• . NEKTION lei 7 SOILS ENGINEER TO TAKE- C AOTION- TEST WITHIN: SUIL..D►ING AREA IN ALL• FILL AREASµ. • COMPACTIOSE TO' BE AS REQUIRED BY SOILS. REPORT. SOILS ENGINEER - TO INSPECT FOUNDATION EXCAVATIONS. PRIOR:. -TO POURING FOOTINGS. ' AN INDEPENDENT TESTING LAB APPROVED BY. ,THE ARCHITECT - SHALL INSPECT CONCRETE, RE8PS , MASONRY AND WELDING • A3 FOLLOWS': CONCRETE -- INSPEOT REi AR PLACEMENT PRIOR TO CYLINDERS FOR EACH. CONCRETE- POUR ' CYLI TO 28 DAYS, HOLD aRO. ,YL,. ICE 14_F • fURTHEf4 TEST.I NG WELDING- CHECK QUAt..IFICATIONB OP•.WELDERS. AT TNO MAKE VISUAL INSPECTION OF ALL FIELD WELDING PEGIekI. ttt ?ITIt' d , _ CURIN .'CONSTRUCTIOM THE CONTRACTOR SHALL PROVIDE :ADEQUATE SHORING, BRACING AND. GUYING IN ACCORDAINCE. WITH . .}UND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL; CODES.. CONTRACTOR . TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECT'S APPROVAL • PRIOR TO ALL FI1l:L0' CHANGES. SEE. ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FI14iS•HES, ETC. SPECTRAL . INSPECT/Oft OF MO E> J - SPECIAL INSPECTOR TO PROVIDE CONTINUOUS INSPECTION OF THE PLACEMENT OF THE CONCRETE AND RELiAR. AND SHALL SUBMIT REPORTS AND CERTIFICATE INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATION, •,•; TO THE' OWNER AND THE ENGINEER OF RECORD. • POURING. TAKE 3 BE TESTED. AT ?.. AND ' - IF , RcZRED.'...4 START QF ANO aa /.j � µ11-i.: �. >� - • 1 w z w v LLJ d 0 n_ 0 CD c� w co 'V 1 z 0 a3 DESCRIPTION • 114.•1...., • DATE I • 1205? w". ePA6N HUN MAP EX. SANIATARY SEWER 1 EX. SS MN EX. SAN. S LIFT ETAT EX. SS h1H M = 16.9 EX. LE. R 5110 I.E. IN = 4.1 INSTALL' I-12 "x8' TAPPING TEE I-8' GATE VALVE (FLxMd) CONC. BLOCKING ,' 0 f -- I O' WATER 1, EASEMENT (TYPICAL) 1 EX. LB RIM °13.59 I.E. - 11.69 :111 (8' DI E) 1 ILI 11 r r<1) .INSTALL' --- 1-12"x2" SERVICE TAP 10' WATER EASEMNT - (TYPICAL) EX. SS MH RIM - 16.03 LE. - 4.78 (8' CONC. El LE. = 429 (I8" CONC. N) LE. a 4.13 118 CONC. 5) :Lem - 54 Cy Ew g t° ,�� N'; E P..i.) EX. SS MH Q EX. w rR. 112 LE 8" DI SPECIAL NOTE: ALL i MISTIING UTILITY LINES TO BE REMOVED OVED ORR ABANDONED ONED SHALL (QE, CAPPED Ors4I AT THE ENOSTII G MAINLINES. 1 \ EX. a • sa INST DLL/ - 8' L1 _TECTOF PER DET. SHE ,- P.I.V. t 4- D.1. L 2" WATER SERVICE SPRINKLER ROOM --� 4 --- --FAX. RIM LE. I.E. EX. 8" SS m 0.56% A LL= -8 "x6 TEE""------ --t.._ \\ LE. 5.4� , ii \\ 10' SAN ITARY SEWER EAS (TYPICAL 1 EXISTING 12' N 40 36`pO E. 190.00' EXEISTANG BLDG.. 58 LF 8" DI NEW 2" WATER (- -METER AND SERVICE INTERIOR SAN. SY/R. BY OTHERS EX. CB _ -_.- I . RIM = 14.67 LE. x 10.57 ;8' 01 E) \1 LE. = 10.57 (8' DI N) LE. = 10.77 I8' DI W) C.O. 10' 1 INTERIOR SAN. SEWER BY OTHERS EX. CB --- - -- rtleA : 12.86 LE. O 9.96 (8' Di S) LE. = 9.i 3 (8' DI r SANITARY SEWER & WATERLINE EXTENSION PLAN \ EX. SS )iii_ EX. PWR. VAULT RIM = 19. 50 I.E. IN cr 6.58 59 & BOLLARDS TO i I.E. OUT = 6.38 REMAIN � - 8 LF 9" 'u( -' SEWER el 78% '-- EXIST. 8' WATER LINE INS TALL' I-8" 90' BEND (MJ) - "1 CONC. BLOCKING )) CAP OFF EXISTING 8' SAN. SEWER & PLUG AT MANHOLE @ 9.0% INSTALL" 1 TEE LE. Q 6.2, LEGAL DESCRIPTION: EX. 3' 5 EX. CB� RIM ' 13.43 I.E. 11.73 (6' PVC E) BY OTHERS SPRINKLER ROOM EX. CB RIM .1 14.19 - �� LE. 0 9.2 (12' CONC. N) \\ LE. ° 9.1 (8' CONC. .111 5 EXISTING WATER / METERS TO BE REMOVED PER CITY REQUIREMENT AND CAPPED OFF AT EX. 12' MAINLINE That portion of the Stephan Foster Donation Claim No. and of the C.C. Lewis Donation Claim No. 3i; in Section 10, 11, 14, and 15, Township 23 orth, Range 4 East, W.M., in King County, Was ngton, described as follows: / COMMI3iUCING ata point which bearsN.erth 40° 01' 05" West 920.15 feet from a monument at the point of intersection of a curve on -the centerline of the Uuwamish- Renton Junction Road, said point of intersection being app(oa nn ately 1000 feet East and 20 feet South of the quarter corner between said Sections 14 and 15; North 49° 24' 00' West 835.00 feet on a line parallel to the 150.00 feat Northeasterly of the centerline f said Duvramish- Renton Junction Road, to a point which bears North 81 ° 44' 15" East 199.17 feet from the point of curve on the centerline of said Uuwamish - Renton junction Road, said ')oint of curve being approximately 1200 feet North and 440 feet West of the quarter corder between said Sections 14 and 15; THENCE South 40° 36' 00" West 20.00 feet to the Northeasterly margin of the right -cf -way of the Puget Sound Electric Railway, as established by deed recorded under King County Recording No. 310893 (and now known as the City of Seattle Transmission line right -of -way); THENCE North 49° 24' 00' West along said right -of -way 980.29 feet to the TRUE POINT OF BEGINNING; THENCE South 49° 24' 00" East 400.00 feet; THENCE North 40° 36' 00" East 702.10 feet; THENCE North 49° 24' 00' West 325.00 feet; TNFNrt' sciut1i 79 15' 35' West 12.81 feet; THENCE North 43° 24' 00' West 67.00 feet; THENCE South 40° 36' 00" West 692.10 feet to the TRUE POINT OF BEGINNING. C.C. INTERIOR SAN. SEWER LINE 1 0.---- ....., IMIMM .MMW MW.0 .1.0.....110.4 OMMO 42LF8" DI EXIST. r WATER LINE _.'._ N 40 36'00" E. 502.10' XIISTU lO BLDG ° BUILDING #9 Fs,F. = 15.5 - EX. SS MH (REMOVE) RIM c 15.02 LE. 41 6.47 (8" CONC. E) LE. r 6.77 (8" CONC.N) LE. d 6,32 (8" CONC.) a` RVICE LINE 12.10' INSTALL' SURVEY DATA: NEW `2' WATER METER 12'x2 SERVICE TAP L*ISTALL" - - l- )2'x5" TAPPING TEE I -8" GATE VALVE (FLxMJ) CONC. BLOCKING INSTALL' I- 12'x6' TAPPING TEE 1 -6' GATE VALVE (FLxMJ) 6LF 6' DI EXTENSION 1 -5 MVC HYD. ASSY. WITH 5' STORTZ" PUMPER PORT CONC. BLOCKING EX. 6' SS TO BE REMOVED OR ABANDONED EX. CB RIM Q 13.21 LE. ' 7.41 (I5' CONC. E) LE. . 7.61 (15' CONC. WI - -- I LF 8' DI - -- - SEX. 15' SO - - - -- INSTALL" ' `I-8' 45' BEND (MJ) CONC. BLOCKING 1= 8' DI 8"DE CTOR CHECK PER DETAIL FIRE DEPMT. CCNNEC TION VERTICAL DATUM: NGVD, F!3MA FLOOD INSURANCE STUDY REFERENCE MARK 324; ELEVATION 24.46 NGVI) BASIS OF BEARING: RECORD OF SURVEY NO. 8611 179002, BOOK 52 SURVEYS PAGE 114 _ _ EX. 12' SO _ BY OTHERS -'X. CB RIM = 13.16 I.F.A. 10.46(12' STL. W) I.E. . 10.46 (12° STL. E) INSTALL 1 -8 "x6' TAPPING TEE - 1-6" GATE_VALVE (MJxFLr Fr DI EXTENSION' -5 MVO HYD. ASSY. WITH 5' STORTZ PUMPING PORT CCNC. BLK. LEGEND: EXISTING CONTOURS EXISTING STORM DRAINAGE PROPOSED STORM DRAINAGE EXISTING WATER ,'ROPOSED WATER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED INTERIOR SANITARY SEWER _ _EXISTING 12" WATER-__ EXISTING DETECTOR CHECK 1 TO 8E REMOVED AND CAPPED OFF AT EXISTING MAINLINE • EXISTING A' WAT EX. lei SD EXISTING -...._ FIRE HYD, _EX. SS MH 1 RIM w 14.90 LE. a .7.22 (8' CONC. E) LE. 7.26 (8' CONC. WI EX. CB RIM c :3.64 LE. a 6.09 (18" CONC. El LE. 6.i4 (15 CONC. W) LE. s 164 (6' CONC. NI EX. SAN SWR. EXISTING - FIRE HYD. 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CI 2I LI 01, 6 8 4 9 s 1 1 111 l .. ,I 1,i . I iI,,.;I I 1nI l i II i f I' i l � i ` 1 1 I 1+ i I i i'1 1 1 1 rI ± + l i 1 , 1 , I 1 , I 1 llii1 . ! ...f. ..s....1.. I... 1...1...,1 . 1..,.1 ..i. 1,,.,1,1 1;,l :1 , 11111,111,,, !!fill ■.I ! �.lill 1. 111.1!!111!11111111 �..f1,lII.,IIOffilW11l !!!IIViiiI III: Ililll, ►,illillll•111:111111111,ilc.!! 1 1! 111,1!IIII1111thi IIIIIIIIII!I' 1111 ►II+IIIIIIIiililililii!1L'Ii11 ll : „n;i ,I 1 II '• 111'1111111111 9 • 111111! 1111111111111111111111111111 I (� 11 TuranGta.lulr 12 ti e I rot 0 nit nln + 1, 1111 •1 ON PLALQH �.___... • • imam, . ! BOTANICAL NAME / COMMON NAME H ?TY"P' JC JUNIPERUS C. 'TORULOSA' / HOLLYWOOD JUNIPER IC ILEX CRENATA 'CONVEXA' / JAPANESE HOLLY EA EUONYMUS ALATA 'COMPACTA' / DWARF WINGED EUONYMUS PRUNUS L. ' OTTO LUYKEN' i OTTO LUYKEN LAUREL BV BERBERS VERRUCULOSA / WARTY BARBERRY MA MAHONIA AQUIFOLUUM / OREGON GRAPE CS CORNUS STOLONIFERA / REDTWIG DOGWOOD CH CISTUS HYBRIDUS / WHITE ROCKROSE ACER PLATANOIDES 'EMERALD QUEEN' 1 NORWAY MAPLE ACER RUBRUM'RED SUNSET i RED MAPLE PRUNUS C. 'THUNDERCLOUD' / FLOWERING PLUM BETULA JACQUEMQNTII / JACQUEMONTI BIRCH ACER CIRCINATUM / VINE MAPLE PNUS NIGRA / AUSTRIAN PINE CAE.00EDRUS DECURRENS / INCENSE CEDAR 1 MIEN minim 2" CAL. 2" CAL. 2" c�AL. 2" CAL. 6 -8' HT. 6' HT. 6' HT. 15 GAL. 24-30" 21 -24" 18-21" 16 -21" 21 -24" `4 -30" 21 -24" , .. �--- .1)E, I = F , ✓ E. r PRtrrEG T E :�,`�i" Ty 49 L.4 x - ��,��• fzEf J P- 4 P I --1 ~ �-i Y r -1� E - tip �� Icy U�1 E -rT L.; - TI CA k`. /, YI YI I a-r�. E3 & B, MATCHED FORM B & B, MATCHED FORM E3 & 13, MATCHED FORM B & B, MATCHED FORM B & 9, MULTI STEM B &B,MATCHEDFORM B & B, MATCHED FORM FULL FOLIAGE FULL FOLIAGE FULL FOLIAGE FULL FOLIAGE FULL FOLIAGE FULL FOLIAGE FULL FOLIAGE FULL FOLIAGE SYMBOL B+ TI Al+ CAL. NAME:/COMMON NAME SIZE NOTES PHOTINIA FRASERI / PHOTINIA 21 -24" FULL FOLIAGE E,1 EUONYMUS JAPONICA 'MICROPHYLLA' / BOX -LEAF EUONYMUS 15 -18" FULL FOLIAGE RR RHODODENDRON 'ROCKET/RHODODENDRON 24 -30" FULL FOLIAGE RG RHODODENDRON 'GO J1ER WATERER' / RHODODENDRON 24 -30" FULL FOLIAGE ND NANDINA DOMESTICA 'COMPAC T A' / HEAVENLY BAMBOO 24-30" FULL FOLIAGE i ll Illft HEDERA HELIX 'HAHNS' / HAHN'S IVY 4" POTS 18" O.C. HYPERCUM CALYCINUM / HYPERiCUM 4" POTS 18" O.C. SOD LAWN SEE SPEC. ifflluhi ANNUAL COLOR BEDS Ni C . Tea t- F' -V er-e;`) Building 8 ECM LANDSCAPE NOTES 1. GENERAL CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS PRIOR TO ':.OMMENCEMENT OF LANDSCAPE WORK. GENERAL CONTRACTOR TO. PROVIDE bURGRADES IN ALL LANDSCAPE AREAS AT 4° MINUS FINISH ELEVATIONS +1- 1 /10TH OF A FOOT. 2. LANDSCAPE CONTRACTOR TO PLACE AND FINE GRADE IMPORT TOPSOIL AS REQUIRED TO MEET FINISH ELEVATIONS PER THE SPECIFICATIONS. 3. GROUNDCOVER SHALL BE INSTALLED PER THE SPECIFIED VARIETY AND SPACING WHERE INDICATED ON THE PLANS. GROUNDCOVER SHALL BE INSTALLED CONTINUOUS UNDER SHRUBS AND TREES. 4. LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL APPROVAL PER THE CONDITIONS IN THE SPECIFICATIONS. S. LANDSCAPE CONTRACTOR SHALL MAINTAIN LANDSCAPE UNTIL FINAL. APPROVAL. PROVIDE A ONE YEAR LANDSCAPE MAINTENANCE FEE AND SERVICE PROPOSAL WITH THE CONSTRUCTION BID. ONE YEAR MAINTENANCE PERIOD TO COMMENCE UPON FINAL APPROVAL. 6. LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BY APPLICABLE CODES AND ORDINANCES FOR THIS WORK. 7. LANDSCAPE CONTRACTOR SHALL PROVIDE PROTECTION OF ALL PROPERTY, PERSONS, WORK IN PROGRESS, STRUCTURES, UTILITIES, WALKS, CURBS AND PAVED SURFACES. VERIFY LOCATIONS OF ALL UNDERGROUND UTII_ITES PRIOR TO COMMENCEMENT OF WORK AND PROTECT SAID UTILITIES. 'CALL BEFORE YOU DIG '1 -800- 424 -5555. 8. LANDSCAPE CONTRACTOR TO PRE SERVE AND PROTECT EXISTING LANDSCAPE TO REMAIN. REPAIR AND REPLACE ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES. 9. LANDSCAPE CONTRACTOR SHALL VEPAY THAT POSITIVE DRAINAGE EXISTS IN ALL LANDSCAPE AREAS PRIOR TO INSTALLATION OF PLANT MATERIAL. IMMEDIATELY NOTIFY OWNER'S REPRESENTATIVE IN WRITING OF ANY ADVERSE DRAINAGE CONDITIONS WHICH MAY AFFECT THE HEALTH OF PLANT MATERIAL TO BE INSTALLED. 10. REFER TO CIVIL ENGINEERING PLANS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS FOR GRADING AND UTILTIES INFORMATION. 11. REFER TO SPECIFICATIONS AND PLANS FOR ADDITIONAL NOTES, STATE O wAst*NGTON REC,1STE WQ UAZSCARE ARCt4aTECT WAX P• filkshaeAuGI+ RECEIVED (WTY o; TI IKWILA Aw ;08 s91 PE MITCENTER Landscape Architecture 133 Seventh Avenue West Kirkland, WA 98033-5301 Phone 206 822 -5895 Fax 206 822 -1105 DATE 4-11-11 IRSESIMIEROVOINE Fite: BUILDING 8 LANDSCAPE PLAN ,;UL 3 1_ 1991 LPN ArLh tects & Planners JOB NO.: 9101 DATE: 12 'II DRAWN: t CHECK: 1 SHEET NO OF: RES .�.�, ... ti < :G:" "v.', ....*ar+.,•�y: p3c; Yi:: ;t. .,.,... 5,a..;cry - b'di' AQ�4V0.� '�>�^ ',�Yd'ld �li�f6i'Wi`y T'r �` 4,4A0 "�tti v' ✓y` .. ate" tr1.-Pi t'7 C;. , + ; I . . ... 4 . - lr 11111111111111111l1liillliil iiil /l1li1111 "111111Iiiiliillil iir111, 1111ii 11 111111 1 11111 1 ;i1I1 l i I . `i 1 II I 111i11 V;%:?' 0 16 THS INCH 1 2 3 4 5 6 '7 8 9 i 1 11 MFOE Ci GERMINf lei 1 1 2 . - _ ' NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. • OC 6Z 8C L 9 I Si +,z Z2 Fz lZ 03 61 8t Lt 9l Sl 9 1 I s 7 t l wW 0 ii I I i i 1 1 I Illt { II I I I ' ' I 'i'Ill!I IIII i ' I 1 I ) I I (,II i f li I l El Zl It 01. 6 8 L 1 9 C Z IIIIIh .IIiI I,IIMI,I I' ; ! ,IIII :I,I'�i, :,,llli.!1i.,lili I!Il :l.i.�, ;,,�„ !!1111;1,,, 1111,.41, 111111• II,! �I�Ii,gli,ll ;I!iiJ�ll�,,,J�il!! e! Ii, Iili,: ii! �ili {�lill�ll!li;;liil�li!!lil.11l! Ills!I��I,!II! III!!! lllli�; l! lil�ii, lil !�iili!Iifl�i;!I�I ;IIIIIII;!I�' lill�lillii(Il�il! ;�Il ;i :l!!li 1 @CJ� V Wien I rim ccD) :,. al Ago Mt I mam w U w F aal • • - ' 1 11 "fr • • • • . RECEIVE° crry (WTI WW1 tfit AUG 0 8 1991 133 Seventh Avenue West Kirkland, WA 98033-5301 Phone 206 82245895 Fax 206 822-1105 '' .•,-1 tv• 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 I H I 1 1 1 1 1 1 , 1 1 1 1 111111 11 1 1 1 1 1 1 1 I 1 1 1 1 2 jiH111117 1 jilifiliiiIiiiiiii1111111111111 4 5 6 7 8 NOTE: if the microfilmed document is 1,4ss clear than this notics. it is due to the quality of the original document. " • , 111111;i1111i111111111i1111111111j111111111111111111 9 10 11 MADfHO€UNY 12 0 oc 6e„ t3G 9Z ( Z t ez EZ LZ oz 6'. 91. LI 9t GI +it EL Zt LI ()L. 6 8 L 9 .9 t c t r • , , JOB NO.: 9 DATE: 1 DRAWN: , KS CHECK: rib .-• a. Liu itanw LL1 0 am f re L'I." {,k,; • •YA ? f-t • tvz, %., 4Nv! !WV41 • if BEGS Irrigation Schedule INTERURBAN 1 Ste. DESCR P11ON P.S.I t4A IDS RAINBIRD 1804 - PRS - 15F, 4" POP -UP SPRAY 30 15 3.70 RAINBIRD 1804 -PRS - 15Th, 4" POP -UP SPRAY 30 15 2.78 RAINBIRD 1804 - FRS • 15H. 4" POP -UP SPRAY 30 15 1.85 RAINBRD 1804 - PRS - 15Q, 4" POP4iF SPRAY 30J 15 0.93 RAINBIRD 1804 - PRS - 15VA� J, 4" POP -UP SPRAY 30 15 1.35 RAINBRD 1804 - PRS - 12F, 4" POP -UP SPRAY 30 12 2. RAINBIRD 11304 - PRS - 12H, 4" POP -UP SPRAY 30 12 1.301 RAINB RtD 1604 - PRS - 12Q, 4" POP -UP SPPIAY 30 12 0.65 RAINBIRD 1804 - PRS - 8H - FLT, 4" POP -UP FLAT SPRAY 30 8 0.79 RANBRD 1804 - PRS - 8th - FLT, 4" POP -UP FLAT SPRAY 30 8 0.39 RAINBIRD 1806 -PRS - 12H - FLT, 6" POP UP SPRAY 30 12 1.30 RAINBIRD 1806 - PRS - 12( - FLT, 6" POP -UP SPRAY 30 12 0.65 RANBIRD 1806 - PRS - BH - FLT, 6" POP UP FLAT SPRAY 30 8 0.79 RANBIRD 1806 - PRS - 8Q - FLT 6" POP -UP FLAT SPRAY 30 8 0.39 RANBIRD '1806 - PrRS - 5F -B STREAM BUBBLER 30 5 1.50 RAINB RD 1806 - PRS - 5H -B STREAM BUBBLER 30 5 1.00 RAINBIRD 1806 - PRS - 5th -B STREAM EUBBL ER 30 5 0.50 RAINBIRD 1806 - PRS - 15SST, 6" POP -0!P SIDE STRIP SPRAY 30 4' x 30' 1.21 RANBRD 1806 - PRS - 15ES T , 6" POP -UP SIDE STRP SPRAY 30 4' x 15' 0.61 AVENUE S. SYMBOL DESCRlt�TlC3M�. �_ _.__�r.. ___._..__.____._____. - 4 RAINBIRD 150 - PEB, 1 1/2" REMOTE coN'moL VALVE NI RAINBIRD 100 - PEB, 1" REMOTE CONTROL VALVE (_ _ ) FEBCO 80:5Y, 1 1 /2" DOUBLE CHECK VALVE ASSEMBLY WITH WEATHERMAT!C 8024BCR - 15, 1 1/2" VALVE, AS MASTER VALVE F -71 RAINBIRD RC -1260C w/ RC -1260S AUTOMATIC IRRIGATION CONTROLLER WITH ADD ON CONTROLLER 0 RAINBIRD 44RC, 1" QUICK COUPLING VALVE MI* NOS 0/e.'''4 2" CLASS 200 PVC MAINLINE -- -- .--•-- CLASS 200 PVC LATERAL LINE (,SIZE AS NOTED) : : .. = SCH. 40 PVC SLEEVING (TWICE SIZE OF INTERIOR PIPE) Building 8 2 . '1 pKC : .E-KV 4 p'fscSre..4=r Ex 1!��IC:1ATIO K L rAJ F R E- rLis.c= r__ AN y t2A•t" I A-c1 L ( ALI'R fi_ I2 1,f - - -. --- GoN`ITfZ :iI ONI ACT IV ITI5 irrigation Notes 1. GENERAL CONTRACTOR TO PROVIDE INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK -UP INTO MOUNTED CONTROLLER. CONFIRM LOCATION OF CONTROLLER WITH GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. 2. GENERAL CONTRACTOR TO PROVIDE AND INSTALL 2" IRRIGATION METER AND 2" SERVICE LINE PER THE LOCATIONS SHOWN ON THE ENGINEERING PLANS. GENERAL CONTRACTOR SHALL PROVIDE A 2" THREADED CAIEPED PIPE OFF OF THE WATER SERVICE AT 113 BELOW FINISH ELEVATION AT THE IRRIGATION SOURCE CONNECTION LOCATION INDICATED ON THE DRAWINGS. 3. IRRIGATION CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BY APPLICABLE CODES AND ORDINANCES FOR THIS WORK. ALL WORK TO BE INSTALLED PER LOCAL CODE REQUIREMENTS AND MANUFACTURER SPECIFICATIONS. 4, IRRIGATION CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE FINAL APPROVAL PER THE CONDITIONS IN THE SPECIFICATIONS. 5. IRRIGATION CONTRACTOR SHALL PROVIDE PROTECTION OF ALL PROPERTY, PERSONS, WORK IN PROGRESS, STRUCTURES, UTILITIES, WALKS, CURBS AND PAVED SURFACES. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITES PRIOR TO COMMENCEMENT OF WORK AND PROTECT SAID UTILITIES. 'CALL BEFORE YOU DIG 1 -800 -424 - -5555. 6. IRRIGATION CONTRACTOR TO PRESERVE AND PROTECT EXISTING IRRIGATION SYSTEM TO REMAIN. REPAIR AND REPLACE ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES. 7. HEAD AND PIPE POSITIONING IS DIAGRAMAHIC. ADJUST IN FIELD AS NECESSARY TO PROVIDE ADEQUATE COVERAGE. 9. REFER TO CIVIL ENGINEERING PLANS PREPARED BY 8ARGHAUSEN CONSULTING ENGINEERS FOR GRADING AND UTILIES INFORMATION. 10. REFER TO SPECIFICATIONS AND PLANS FOR ADDITIONAL NOTES. 8. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR WINTERIZING THE SYSTEM AND ACTIVATING THE SYSTEM (ONCE EACH) PER THE SPECIFICATIONS AS PART OF THIS WORK. STATE Of WASNINGTOZ REGISTERED LANDSCAPE AEcMTECT oe. lnAc PERMIT CENTER Landscape Architecture 133 Seventh Avenue West Kirkland. WA 98033 -5301 Phone 206 822 -5895 Fax 206 822-1105 JOB NO 9101 DATE: ! 2.5 DRAWN: ,:;•5 CHECK: t1{3 EIMINEEIWRIMI BUILDING 8 IRRIGATION PLAN t=ile: PUflD JUL 3 1 1991 SHEET NO OAF: ((�P s *t1�'i i -;i .a! '_ r �, y, �(�,�' r ...;�.,ny[�a�y,, - V F,':� > ... ,., .y�: y - .!fit :�_.( -,,. . ;G r.; � :(,�- r,;� ^! ; te - red '!�?�'11�11�1�rtRa�3J•'.9L��� '� ��'�.�...�:356 .L ��741� " L/. ln^ �A�r4�'.+ ��. � '�"d'�k"7Li7 - ...r.__ plg11111111111111111111111111111111111111l '11111111111111iNV IIIrIPPII I {!II( II TITf!11TIPIIIIMi ;TO 0 1e OHS cncH 1 2 3 4 5 6 7 8 NOTE: If the microfilmed NOTE: med document is less cioax than this notice, it is due to the quality of the original document. i�ill�I�I�Il1�1�1�; �! {I�i ;i�fjlll�I�i�llIII�I�IIi�I= 9 10 11 W %tw0¢Rwfr 12 e Qc 67, se LZ 9Z se bZ EZ ?Z 6L 8: Ll 9l 5L hl Cl Zl Ll 01, 6 8 L 9 S ti C Z L wr. 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II II� `` I! iililll�Ill !�Ilil�!IIIlilli�lllll QUICK COUPLING VALVE -P100 eiwii11 DETAILS PRINIk0 ve vR r0#4 refs-- pLiktsl ',o# HIJIII)p 111111Sitlif 111111 t .ut Lwow, Dirot 4 -- --`-•- - •----- c &, o1 WOW; eiPtitrt.ir4 tor t od0 I +4 ra�Irr,t >6� • 4.0.10.10y x: 6t16c1,044 to Infil4 4 & Nt4t9 mAt ll.0 W / 4 ' fbrd1'v r ut- CROSS SECTION THRU PARKING ISLAND Au. 6 1. r r T .. 2.149 aid.. eat.. RECEIVED CITY OP i1 1KW11..A AU° 0 8 1991 PERMIT CENTER Landscape Architecture 133 Seventh Avenue West Kirkland, WA 98033 -5301 Phone 206 822 -5895 Fax 206 822 -1 105 SYMBOL BOTANICAL NAME / COMMON NAME SIZE NOTES o ACER PLATANOIDES 'EMERALD QUEEN' / NORWAY MAPLE 2" CAL. B & B, MATCHED FORM ;'J �� ACER RUBRUM 'RED SUNSET / RED MAPLE 2" CAL. B & B, MATCHED FORM PRUNUS C. THUNDERCLOUD' / FLOWERING PLUM 2" CAL. B & B, MATCHED FORM FULL FOLIAGE ° BETULA JACQUEMONTII / JACQUEMONTI BIRCH 2" CAL. B & B, MATCHED FORM ND ACER CIRCINATUM / VINE MAPLE 6 -8' HT. B & 6, MULTI STEM .3 . \ -1) PINUS NIGRA / AUSTRIAN PINE 6' HT. B & B, MATCHED FORM e • > L i- HYPERICUM CALYCINUM / HYPERICUM 4" POTS 18" O.C. .O : CALOCEDRUS DECURRENS / INCENSE CEDAR 6' HT. B & B, MATCHED FORM JC JUNIPERUS C. TORULOSA' / HOLLYWOOD JUNIPER 15 GAL. FULL FOLIAGE IC ILEX CRENATA 'CONVEXA' /JAPANESE HOLLY 24 -30" FULL FOLIAGE EA EUONYMUS ALATA'COMPACTA' / DWARF WINGED EUONYMUS 21 -24" FULL FOLIAGE PL PRUNUS L. OTTO LUYKEN' / OTTO LUYKEN LAUREL 18 -21" FULL FOLIAGE BV BERBERIS VERRUCULOSA / WARTY BARBERRY 18 -21" FULL FOLIAGE MA MAHONIA AQUIFOLIUM / OREGON GRAPE 21 -24" FULL FOLIAGE CS CORNUS STOLONIFERA / REDTWIG DOGWOOD 24 -30" FULL FOLIAGE CH CISTUS HYBRIDUS / WHITE ROCKROSE 21 -24" FULL FOLIAGE SYMBOL BOTANICAL NAME / COMMON NAME SIZE NOTES PF PHOTINIA FRASERI / PHOTINIA 21 -24" FULL FOLIAGE EJ EUONYMUS JAPONICA'MICROPHYLLA' / BOX -LEAF EUONYMUS 15.18" FULL FOLIAGE RR RHODODENDRON ROCKET 1 RHODODENDRON 24 -30" FULL FOLIAGE RG RHODODENDRON 'GOMER WATERER' / RHODODENDRON 24 -30" FULL FOLIAGE ND NANDINA DOMESTICA'COMPACTA' / HEAVENLY BAMBOO 24 -30" FULL FOLIAGE f I ! I iJ HEDERA HELIX'HAHNS' / HAHN'S IVY 4 "POTS 18" O.C. HYPERICUM CALYCINUM / HYPERICUM 4" POTS 18" O.C. SOD LAWN SEE SPEC. ANNUAL COLOR BEDS N.I.C. 11IIIllldllilll r Architecture and Planning Leason Pomeroy Northwest, Inc Royce A. Berg, A.I.A. President 1127 Pine Street, Suite 300 Seattle, WA 98101 (206) 583 -8030 CC W Fs- Z W V W CC 0 co (Z F- Q wU a O >. cc a cc o� a m c9 NO DESCRIPTION DATE c;epp, CNEGi(L REVIEW 2.4 -% PLANT SCHEDULE / AI_ GOLOP- � PC tJ 2" • 3 ( IS" x is" PfzEAST an i E Pf e Eo.Gfi Dom.% +'• ( 2O Toro L Pl-,V EP-S) Building 8 I , EFVE Pt crrEGT EXIST L.fi- NDSGp - - PE . FzEr f- 4 f'EPL -F-LE GaNSTfzL� -TION hLTIYIT Es 6 - FLEXIBLE RULER 302AW...r.�._ :r:,�� 5. . , 'trim ,Il.�I1T111T 111s I I I j Tfi l,I1jITI I I I I � I I rr . 1111 • . " i i I r I I I I•i'I I-I I I I I I " LrP.l•I' 1i FITI I ITIT` r I 1 i. 4 5 6 7 f n l- . TOE 6Z Be Lz 9z sz 7Z ez ze 1z OZ 61 Bt L1 91 SI 41 el Zl U 01. 1;:; 111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111 II111111111I11111111111111I, U. 1 II11111111 IIIIIIIIIIId11111I11111111IIIILIIIIli11' MID LANDSCAPE NOTES —7 4.6 1. GENERAL CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS PRIOR TO COMMENCEMEN r OF LANDSCAPE WORK. GENERAL CONTRACTOR TO, PROVIDE SUBGRADES IN ALL LANDSCAPE AREAS AT 4" MINUS FINISH ELEVATIONS +1. 1 /10TH OF A FOOT. 2. LANDSCAPE CONTRACTOR TO PLACE AND FINE GRADE IMPORT TOPSOIL AS REQUIRED TO MEET FINISH ELEVATIONS PER THE SPECIFICATIONS. 3. GROUNDCOVER SHALL BE INSTALLED PER THE SPECIFIED VARIETY AND SPACING WHERE INDICATED ON THE PLANS. GROUNDCOVER SHALL BE INSTALLED CONTINUOUS UNDER SHRUBS AND TREES. 4. LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL APPROVAL PER THE CONDITIONS IN THE SPECIFICATIONS. Scale: 1" 20 PF LANDSCAPE CONTRACTOR SHALL MAINTAIN LANDSCAPE UNTIL FINAL n•,!.l.A:I.I ISM. AJ d". itlGnS i1 �++ A..1, �6T im . mcor*+. mcnnnrc +n*�w "umue+a"uesms"sYV`r:rerara n v r...•,,.,.,,.�.,,..„. ,. IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO, THE QUALITY OF THE ORIGINAL DOCUMENT