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Home My WebLink AboutPermit 6040 - Southcenter Retail II - Building BS 00 CEEJ - E ,� RETAIL E, 3R# Loct40 SECTION 1 • • (to bo filled In by'dw idoyw /authorised b tali NAME OF DEVELOPMENT: $c 4Tlf0-,, TeZ- A.1 C, _ DATE: / O - / / -9 4 DEVELOPMENT ADDRESS: J / . a'/ 3 � u r4c_fx„ rig- PERMIT NO.: 6040 CASH ASSIGNMENT NAME: 00 5 c. -r4-c F rtZ 0 TEL. NO. 46 .2 - 0-1-0 6 SHALL BE REFUNDED : ,Z,> . BY MAILING TO: ADDRESS: t -l . , -- 1-+ -I ^.. r s •r� . N • (please print) CITY/STATE/ZIP �rzC._ L_J p. c c 5/ DESORPTION CC TO BE COMPLETED (REFERENCE P�ANSIDOL•UMENTS WHERE ITEIu S ARE DES RIBS f\ /-t' 7 — 3 L -1-i- c i rt- i M , , t' . L.C..) , .. ' . L-c.< F AA i n/ 7 L. e I) e2 , -.) 7�/' 67.2 r L /3/ y A,)Z, ri#i) (",u r n-i) 7 /--7H rc r f G u L- .0,4.s 0 - P CASE S /X‘. ci RLcS O CASH As the owner or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ 00 `'.- ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this wort carried out and call for a final inspection by this date: ( ) ( / 2< / 5 ), or risk having the City use these funds to carry out the work with their own contractor or In -house manpower. It I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting Inspection and • release of these funds. SIGNED: 2•-.-.4 XV TITLE: Q w ,.c.c., RECEIVED BY: _ ) 2/i - i ll� SECTION 2 (to be completed by City lal <' ` 'r '< THIS FUND IS ' f ; ED TQE ACCEPTED. SIGNED: DEPARTMENT HEAD: � - AMOUNT: $ 6o0.c'•' O CASH ASH EQUIVALENT DEPOSITED THIS DATE: (C) -- t r ( fO CITY RECEIPT NO. 4. c. ) `/ �° -- RECEIVED BY: _ ) 2/i - i ll� SECTION 3 (to be computed by dew 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPERS REPRESENTATIVE: - (to be completed by City CHECKED BY : / / �``` SECTION 4 (to be completed by Clly AMOUNT: CASH EQUIVALENT - LETTER AUTHORIZING RELEASE CASH CITY CHECK NO. Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD City art Tkwila > 6-00/ DEVELOPER'S PROJECT WARRANTY REQUEST FORM All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request Inspection and release of my cash/cash equivalent. DATE: I have reviewed the above work and found It acceptable and therefore authorize the role ve cash assignment. AUTHORIZED BY: DEPARTMENT: QCP RELEASED THIS DATE: 6 -/ 3 "q/ RELEASED BY: cy , FINANCE DEPT. Upon completion of entire form, Finance personnel shall send copies to: - Developer - Finance Department - Pe• - • /tor, DCD APPROVED FOR 1 ISSUANCE BY: •' � l � . I have ead governing not presume or the /A. — V BUILDING r DATE: , / �, C� PHONE 244 -7495 ADDRESS . 0. Box 66779, Seattle, WA I hereby certify that of law and ordinances this permit does regulating construction . • examined this permit and know the same to be true and correct. All provisions this work will be complied with, whether specified herein or not. The granting of to give authority to violate or cancel the provisions of any other state or local laws performance or work. I am authorized to sign for and obtain this building permit. SIGNATURE: - i f 4 DATE: 4- 2- 7 0 COMPANY: ICO& irr . . Se —,& • PRINT NAME: ' � . l ..., - '„ , -- c I1 PROPERTY OWNER Robert H. Schofield PHONE 462 -0406 ADDRESS Hunts Point Road, Bellevue, WA ZIP 98004 CONTRACTOR R. W. Huff Construction PHONE 244 -7495 ADDRESS . 0. Box 66779, Seattle, WA ZIP 98166 WA. ST. CONTRACTOR'S LICENSE f* RWHUFC *287MI EXP DATE 12 - 31 - 90 ARCHITECT Lance Mueller & Associates PHONE 325 -2553 ADDRESS 130 Lakeside. Seattle. WA ZIP 98122 TYPE OF CONSTRUCTION: V -N UBC EDITION (year) $8 SETBACKS: N _ 4__ UTILITY PERMITS REQUIRED E — Yes O No W (through Public Workil FIRE PROTECTION: ®S • rinklere 0 Detectors 0 N/A 1 "ONINTG: C _ 2 BAR /LAND USE CONDITIONS[)Yes 0 N CO ND I T IONS (other than those noted on or attached to pormiUplans): 1 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: PROJECT NAME/TENANT TYPE OF Lx) New Building WORK: O Rack Storage DESCRIBE WORK TO BE DONE: USE 16851 S.guthcenter PY So.th i f) D D L ._ - C 0 1 BUILDIIG PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) 1.828.00 1.188.00 4.h0 RCPT - 01/ 5412 19 cD ) DATE 2 - 01 - 9D DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE ENERGY SURCHARGE OTHER: AMOUNT TOTAL • 3.020.50 PLAN CHECK #90 -040 UI Construct single story retail building. V FEES • 439,532.00 ASSESSOR ACCOUNT R t.' ' a' Z 262304 Q 68 - 09 Addition ■Tenant Improvement (commercial) ■ Demolition (building) L, Grading/Fill O Reroof O Remodel (residential) 0 Other SQUARE FEET FLOOR 40 , TOTAL -� / 0CC. LOAD SQUARE FEET 0CC. LOAD SQUARE FEET CCC. SQUARE LOAD FEET CCC. LOAD occ. LOAD SQUARE FEET TOTAL 9OUARE FEET TOTAL OCC LOAD This permit shall become null and void if the work is not commenced within 180 days from the date o issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. DATE ISSUED: CERTIFICATE OF OCCUPANCY NO. DATE ACTT LTY LOG Z ie4IMIN .41 .de, • I. .r4 • ■0 / . Ai' . ,_ - , ,= "�_• E." IN IT. COMMENTS . t" PERMIT NO. CONTACTED DATE READY DATE NOTIFIED BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) BY: (init.) AMOUNT OWING '1�, , 3RD NOTIFICATION PLAN CHECK NUMBER 90 - °L BUILDING PERMIT APPLICATION TRACKING PROJECT NAME heen RQtai I IC q -1-t �. SITE ADDRESS , SUITE NO. 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) REVIEW COMPLETED SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. DE : 'I NI BUILDING - initial review c1 FIRE PLANNING 03{ PUBLIC WORKS Ot OTHER 2,(5 -qb (ROUTED) 7, INIT: )� INIT: (, c_, INIT: INIT: cit BUILDING - 4' - cm TYPE OF CONSTRUCTION: final review INIT: CONSULTANT: Date Sent - 2-.5 -qt) Date Approved - FIRE PROTECTION: N Sprinklers ( Detectors n N/A FIRE DEPT. LETTER DATED: '2.-26- 9/) INSPECTOR: 73 ZONING: - Z_ 1BAR/LAND USE CONDITIONS? )Yes - 77To REFERENCE FILE NOS.: S (T - II onr s MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? 11 Yes No E- W- PUBLIC WORKS LETTER DATED: J d 1, ,P7) 2 - -9 SITE ADDRESS - UITE # I I 4 S4uTri ceNTEOZ. ?Ruse y w I L-A , w A • VALUE OF CON S L4 3 ci ASSESSOR ACCOUNT 24. -c4 —906g- AUCTION • $ t c L 0 — O c . V. PROJECT NAME/TENANT •4,( oBel i - Sc-446P i ct-D -- r Po L- ^P►+ IV s t IE- : 3 I Yi't Lit (A NeW building Aadltion H Tarra Improvem nt (wuwuvir,1W) U Demolition (building) WORK: 0 Rack Storage ❑ Reroof RemQp1 (residential) 0 Other: ,,._ DESCRIBE WORK TO BE DONE: C r � ti S� -. L-+c S vac _ �wc� . BUILDING USE (oHica, warehouse, etc.) `� 0.1 --- set,. CC NATURE OF BUSINESS: - -LkAo. � %.Lp/∎. A - WILL THERE BE A CHANUik IN Ubt? No L Tes IF YES, EXPLAIN: H - A S 3gEEIJ V p. c.A.r.r i LP-.ND _2n - S iOElJ I_— SQUARE FOOTAGE - Bultding: (LA 3 2..... Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 5 No ❑ Yes IF YES, EXPLAIN: , . PROPI RTY OWNER M Arr. K K . t-t ,.4 p ., i , I� °;t ` 'r.. ° s ,F R far " • PHONE 4 L. i _ o Y u-ti t ADDRESS (-{Lr L. Huu•rS +- Lam . "SELL - 1. r - ./I. ZIP �keio CONTRACTOR l2 • U • I-+u FF CO N S i ]PHONE ��-�, ADDRESS Po 1,2,6„,,i_ (.c4>n r Sl= • w A • ZIP 5j c, WA, ST. CONTRACTOR'S LICENSE 0 i.,0 _ I� u „ Fc _4 . -i M I _ __, EXP. DATE L 46 ARCHITECT LpiNce H u FLLJ A d ASS cc. • (PAT V0212. ea. L. ri,,w-L�rx PHONE 3 2 - L5 ADDRESS 19 - L.- AVC5►D� Sc . wA . ••- • ZI P��IZz t 9 HEREBY Cf:1riFi THATTHA EA i NIY'F..XAMINED THIS APPLICATION 'ANU KNQW . T;1 Mt ;S.AME: 4T, . ;.T r0 APPLY FOR .' THIS`;PPRMIT '. '''' ,'; 47!7 . , ,RLUE.AND CORRECT AND I AM OJEIAZ BUILDING OWNER —OR AUTHORIZED AORNT ,D' SIGNATUR CQ / /, /J ✓_ / / . DATE PRINT NAME / �O Sta - 1 N • 4 l.�C S Lu H • Sc -aVi�p PHONE 4 ti. 2._ - 0 C 4 ADOAC33 T 'rF°o'F it 2r2 1 - KITS - P o,uT ! ZD. Rr"1.! -. LaP "P"IP . .CLL. 91{60 (L CONTACT PERSON � la S cN d F,GtD etIONE -46.2-c4 06 FROM:CITY OF TUKWILA CITY OF TUKWILA Department of Community Development - Buiidino Division 6200 $outhcenter Boulevard, Tukwila WA 98188 (Doti) 433 -1049 PLAN CHECK NUMBER 1 A µ,jA DON MUST f3G Fll I FI) (PIT COMPLE 1 LL Y 0 D DATE APPLICA1 ION AcUbP I tU 0 1 C TO: 206 328 0554 JAN 30, 1990 10 :36AM UILUII'_a 1'tKMl APPLICATION OA I t APPLIUA I EON tXelkitb PRIM (for staff us* only) P,02 APPLICATION DUDMITTAL In order to ensure that your application to a000ptod for plan rovlow, pl0000 make cure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete In order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 430.1051 prior to ouurrrllliny dpytk.dlluii. In all odads, a valuation amount alould be entered by the applicant. This figure will bo reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. DUILDINO OWNen / AUTHORIZED AGENT II the opplioent la other than the owner, rogiotorod arohiloot/onginoer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit thin pormit application and obtain the permit will bo required as part of *hie submittal. • EXPIRATION OF PLAN REVIEW Appliratinns far whlrh nn permit is issued within 180 days followlno 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 minding Oodo (currant edition). No application ohall be extended more than onoo. It you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433-1849. M BUILDING D Ia�ILDIN FNERc HER P IT ~_ t is. , , e, , , . ZifQHAROE URC ARG>» ' OTAL . q.s'. ......' . • . .... ..., ,-�-- �"" o :.o sue: ....: FROM:CITY OF TUKWILA CITY OF TUKWILA Department of Community Development - Buiidino Division 6200 $outhcenter Boulevard, Tukwila WA 98188 (Doti) 433 -1049 PLAN CHECK NUMBER 1 A µ,jA DON MUST f3G Fll I FI) (PIT COMPLE 1 LL Y 0 D DATE APPLICA1 ION AcUbP I tU 0 1 C TO: 206 328 0554 JAN 30, 1990 10 :36AM UILUII'_a 1'tKMl APPLICATION OA I t APPLIUA I EON tXelkitb PRIM (for staff us* only) P,02 APPLICATION DUDMITTAL In order to ensure that your application to a000ptod for plan rovlow, pl0000 make cure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete In order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 430.1051 prior to ouurrrllliny dpytk.dlluii. In all odads, a valuation amount alould be entered by the applicant. This figure will bo reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. DUILDINO OWNen / AUTHORIZED AGENT II the opplioent la other than the owner, rogiotorod arohiloot/onginoer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit thin pormit application and obtain the permit will bo required as part of *hie submittal. • EXPIRATION OF PLAN REVIEW Appliratinns far whlrh nn permit is issued within 180 days followlno 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 minding Oodo (currant edition). No application ohall be extended more than onoo. It you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433-1849. By • Date k:a 11 .a-vN. . � '� _2 . OffANl E 1 d v 5-e a 1 . Lea_.. CITY Oft APPROVED AUG 2 21990 7241--4- AS NOTED BUILDING DIVISION C+Gw -S V . 0- A. 4.4 eo, 1 understand met the Plm Check •pprovai.sreu•.J t. 44-4- Subieect 10 errors and ontlsslons and apQpsliaL .4.4.. purrs does not autnortz The violation oI Ve W ,,, adopted code or ordinance, Receipt d Contractor's e opy of .approved pa acknoWledged. 3 ` 1 AUG 20 1990 w.-. • /V7 /4,7 7 aPit ,4-47444.4i./ ac.0-w... .r. a G vio."� wC cn /Go z s'`/ /rte- �.,� -•� --tr%••1 !�, ...f�,.., -� 'ry`�'i`�/.`.� � �►.�._ 1 .-4 444. L 4.u. 4-6 —7 -4-4-,414-, 7 /7.%4 / y' 3 S' 2 Sol 4 �..�- o ce -.�. - ten a, (/ f I .4 i • •' «• 1 01,11+„ ly N iiuM r � 1 y1 "" Of f ;v8f6c - T"o /4)os7-art a c..Rrdl G/t•PGr' l5 ?,A SLY 5A1,46. SvasT�K a s �P2ovdD P�^rr��G s FY E. A , L, • I •• ii • 2$ Kw 41r-e. rtv VA- . .o Fes) v[7'CJ'Oe - 7^70 . ^l•.r - emu }*7-..•+.- �svr•► ,t , bU1 L...011-•-1 • 0 1 1 - f alzY • ' ' - f - / A• I L.. 1 MCI '20 1 ca/ DEf'Y V �^ B /PO Tag pi 1 + } D: tosi‘gtVistf,r14 05 1°,0, (A"A)116 ft pi , • tit • A n .fi Inspector r54 CITY OF TUKWILA Bulling Department 63 thcenter Boulevard TukA...', WA 98188 (206) 431-3670 INSPECTION RECORD PERMIT # wu-t Date ..-_-- Inspection Results/Comments‘ C le • ‘4../ _.._,., Date Wanted /0 ;? Project C- Phone # Type of Inspecti Site Address Requestor Special Instructions Date O / 2 - - ?0 Type of Inspection Special Instructions Inspection Results/Comments: CITY OF TUKWILA Buildinn Department 6300( .hcenter Boulevard Tukwi.,., WA 98188 (206) 431 -3670 2c4a4 Site Address /6, r) A2 f , Requestor / Inspector 6l615 d q;co 4-Nt INSPECTION RECORD PERMIT # ( O �d Date /) Date Wanted /0-D -Q p.m. Project $, ra,,,> ?2j H? Phone # Date / " 3 -49 CITY OF TUKWILA t. Building Division 6200 Soulhcenlor Blvd. Tukwila, WA 98188 `�, 433-1845 Permit No. G ___ Date / --'ed Job Address € 7 r___55" A?:v CORRECTION NOTICE The following items are found to be in violation of Ordinance 61472,c and shall be corrected. a ds /e 6 a s e c /7 AI it .1.01 Ate-±14—ggide SALeiti -/ �C� 't7 -5 '.S �_.�✓ C C �d /KC "2 L Ley Signed Building 011icial /Inspector CITY OF TUKWILA Building r 6300 Sout .ter Boulevard Tukwila, WA 98188 (206) 431-3670 Type of Inspection Site Address ‘17/(t1CL,J,-H Requestor n/C Special Instructions Inspection Results/Comments: Inspector 6 -0-r co-v-g-r OL, INSPECTrN RECOR0 PERMIT # LQ 04 0 Date Date Wanted 6 7 Project) Phone # Date ^ 5 0 Type of Inspection `- -4JSut_P \.o0 Site Address ) (p )c1 5 + 0.). in - Q,�/ Requestor C- ) - (",Q,V 141/1 Special Instructions Inspection Results /Comments: Inspector CITY OF TUKWILA Buildin nepartment 6300 So Inter Boulevard Tukwila, 4 1 n 98188 ( (206) (206) 433 1 --3670 1L:1�1L- INSPECTION RECORD PERMIT #'` CC D�`� 63 l.X Date r'7 t 72 Date Wanted $' - / O f 47V Project 4:2 WA Phone # 5? 5 _ 3/4, —e11/ fet Date 13/ die.- rro Corti, Special Instructions Inspection Results /Comments: inspector CITY OF TUKWIIA Buil% ' Department 6300 Athcenter Bouleva Tukwila, WA 98188 (206) 431 -3670 Type of Inspection \I Site Address Y' 13 ra-J-e-us-47-\ Requestor INSPECTION RECORD PERMIT # ( 0 0 Date Date Wanted ' —2.- a.m. Project �' �a w.-� Phone # IlatP Type of Inspection Site Address Requestor Special Instructions t CITY OF TUKWILA Building rtment 6300 Soutl ...ter Boulevard Tukwila, WA 98188 (206) 431 -3670 Inspection Results /Comments: /4,),7,6 INSPECT !4N RECORD PERMIT # p dq Date (2,1 o -_C� Date Want %_.d a — � C�m p.m. Project k Ke / of I Phone # �j'� ° l � Date 2-141d ._a 1/1 Type of Inspection Site Address Requestor Special Instructions Inspector kr e V 't'_ CITY TUKWILA Built Department 6300 •..thcenter Boulevard Tukwila, WA 98188 (206) 431 -3670 re 4 1., •/--- C;,* 44..e / 64 !-- Imo•, Ap •i's AA. A, 14 • iza-A 4 A 4/44 Coi ` % A/. '/ air-s y " f 44. Inspection Results /Comments: 3 7 7 J ma, el/4,4 41 fibt, s4► 4 74 33 I/ INSPECTION RECORD PERMIT # C0040 Date P7 - / CJ Date Wan e• 7 30 9 0 Q(j roject ) " /Phone # 57 S — 3 9 -' Date - C1d,`.P'6 Type of Inspection Site Address Requestor Special Instructions Inspection Results/Comments: CITY OF TUKWILA Buildini'oartment 6300 enter Bouleva Tukwila, WA 98188 (206) 431-3670 Zwd•emotwee, Inspector .ZA-hp-7 INSPECTION RECORD PERMIT # i ewerie C t IO Date e W cti Project Phone # Date ? —( g) is A 41_ CITY OF TUKWILA Buildingg'' lartment 6300 Sod enter Boulevard Tukwila, WA 98188 (206) 431 -3670 Type of Inspection Site Address f i Requestor ' V 1_ Special Instructions Inspector G G.e >-? CA-47)1 INSPECTION RECORD PERMIT # C Date CP ` 0 ° ` 9 Date Wante (- 9a a .� p.m. C6 (°s'' ' r ∎ject pkti / Pone# 5 "7 S ~�� Inspection Results /Comments: C . 4 / tit s e Date CITY OF TUKWILA Bull 1 Depar 6300 ..dthcenter Boulevard Tukwile,•WA 98188 (206) 431 -3670 .Special Instructions Inspection Results /Comments: /077 Inspector ,,/4 (�- 7. -,(% INSPECTION RECORD PERMIT # Cp °`7© Date (.Q — r 2 `] Type of Inspection �1/' �[ Date Wan d -- f - Site Address U' I7�.�' PI(U...1Vroject ° V' Requestor Phone # 5 S 9' Li/_ 0 , 1 , L . Date ; – /9— CITY OF TUKWILA Building r^oartment 6300 Sol< Inter Boulevard Tukwila, MM 98188 (206) 433 -3670 Type of Inspection Site Address Requestor Special Instructions INSPECTION RECORD PERMIT # Date Date Want4 S 6072: Inspection Results /Comments: i � Cni . rTE Z1 PI N.- Pa 1.4gAiNCy me FQba / 12- J mR egioC 55 W r714,, A �s?eci - /ti, sv ae- Fre h- en To R-ds vm..c -� AL 47.17 ` E P ,ft -�.1 CC( t W19--3 ,O i T rJ 4 ' j 7 1E' P L4- tern ENIT' 1 wri t 24 n) 6 A- P (to, c - 1 NTO t rz-N„S wi Tw s'r o,,.1r, w03-7 - Fre - tit,si5 Ft-u. e-A' ,2. - sue , ��ea v� sco N w 44 E. "TO /L�»LaV WA - TeX- Anr_0 ,CAS Z. [ern 415 V&-v AG 1.S' mot- c€?° Aof 9 ie.c.ev c ., 9-6 Al rl sT 774e e v G E 774E sA , - ) 4, 31 ;s . wr)3 NWT C »1 Fd I2 Lr IA /711 711 E PA44-c-Tr ck 6Gcr 424 ► •7 N(46 . T , 6 . I • - ev,t2— FWMipJ619 G f 4Pe'n- rr1eT046pS 'R) 1n66" ANY W i14 7796 A-8Sr1Th of Tbl ,Suers . g 6;0 0 f6x- v1 Ni 3 s - O. A - sct,arn eg c r Pcirn P W /3 L,S LG Fo 2 Gat A� -�-�. i c►r . Inspector c S --'" Date ,43//?() CITY OF TUKWILA Building 6300 Sout .ter Boulevard irtment Tukwila, WA 98188 (206) 433-3670 INSPECTIp,N RECORD PERMIT # 6704/C. Date e.....-2,.6. 40.,„ •-s-1 ic---, -.. 4-> Date Wanted ,5--2.3 a.m. iype of Inspection Srl 3 .50 cue* /-„, ' Project c ....c? C€,_..366- 7/ 3ite Address lequestor ...574,-......e .," Phone # .5 5* 7 "..3 ;pedal Instructions 42110 Inspection Results/Comments: Feittpe...prosa..u.-- p A-aim sc-kA cm-6)(z_ rrnys,,,,o-a-4,vsl A 'v'. NI • Inspector Date ,5 (2-53/70 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection 1 Q �j Site Address C� e Requestor ``-Q_ Special Instructions Inspection Results /Comments: Tncnartnr ( , 1L5? INSPECTION RECORD PERMIT # to _l� L -a Date Scx�tl��P -P kcon Date Wanted 5- ( -xi 0 a.m. p.m. Project Sou - hc- r tel Re. (( Phone # 5C'-15 lv10 ` (r f13`1. (AI 5 ///9/ Data --t. n CITY OF TUK'►. iLA .,ontrol No. Central Permit System Permit No. 6'; TO: ❑ Building ❑ Planning r Project Name -.4 7 Address Type of Permit(s) This project is approved by this department: Authorized Sign" re FINAL APPROVAL FORM ❑ Public Works ~ N. Fire Dept. i ❑ Police ❑ Parks /Recreation This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: () () () () () () () () () () () () Authorized Signature Date Date CPS Form 3 f M Z T AREA R-VALAE U-VALUE U X h J REMARKS A g 'RuoP / 4 392 a.035 504 ,. • . • .. . ' i A w •• w : a a . •.9.479 - •_ -- - ©, 3.. 7F3.05' A i A . ! A _._ ..._.. .. ... _ . ._ ...__- ._..... ......_......- •- A A ■ y A A • JUi. 61990 A _..... .. . ..... !: _._..__ TOTALS 2 3, ell 3 3 30 - . JUL 06 '90 16:41 EDWARD SIDER & ASSOC DWARD S. SIDER & ASSOCIATL Whorimad Ewan w.a .SDU TH G$iV TeR !�o.rom. 84°4 Tl n Y t7clz 4NN . L3LOG. • B Date 54/4/4 Y CM. 5' az & y9' , a _ .T : ' 1 98.6 W43 S74te / cY'' I C20; 74431E ..9-3 I • TA ND A # 42 D ' Design for Remick :41a" Builtiinia With U _ .(U XJ►) = At 3 3 0 e) 1 4 0 P r hr Ci a. or 4 ALT.•. Wa t A NE ! HY 404 <cd) - /. A. aanditi ned bap= •i • 14-ERE: 1 i I U'' Average trnsnitt,x oe of g=am /wal.Z /9 ing/floor area kir At • 'tbtal Not, Voss Nail ' floor lama (ft.) )WARDS. SIDER & ASSOCIATES bferinibrwro 1 MC eoorucirA/77e. / 411 21 ..Etiontxrcuregnainz_ mow AO t 4,4 474. ca . e*6 8 ,.. s eidm, s L.) 9e.) cim .17 4/PLY AO of ••,•••••■••••••■•••■ • 11101•Y••■••••••■•••••••••••■••■•• • • — • • • •• • EFEREICE: I I 9 04 WA 5 m 7 /1/ oNAR 4f,y '04:1 I 7 4 — • ......_ 6anditioned iloors I i PRO f4:5) a Design for Residential suildin0 With ; • ••• ' • • • - - • • - • • •-•••••• mosn.p• egg e .•••••• e ••■••■••■•• ••■••••11110 •••••••• 65 .1. • ••• • • •Iim •.• 0 ••••••••• ...ad a • •••■••■•■•••• • ••••• WO .9. •••••111•••• • • • • • . . • . ! • . • . t • • ....J 2 , e ,,,,0 . 71. / Aa.- , 41 • 11 AO, /40 . • 1 4 •• •••. t i I • • • • • • • .** • • • • • ••••■•••••■•••••••••••••••••••■• MOM Imo Ow • OM • I ••••••• •••• •415 •••• • •• ........111111•1111•/• •••■•• • • • • • II 111., • I OW OVID OM. .5- •••••• ' AMMO • I •555•11 • ■• I..... • • •••• ERE: ) 41; iverogel tstunamittanoe of grass 'Foof/wall/gLiizing/f,Loor tree $zaof. (f a) I 1 0f • iPtaBli *al i prior im am hr •• :ea •••• •••••••• ••• 4: • • ••■••■••• • •• AREA R VAUIE tl -vii . vo5 _ .... . • . i ts Ia . • I 4 3 9 A at ,149 . . , . 1 ., . : . ..". 6 „,..... 7 . s . • s . mi. m mo . 0 • r • ;, . Ob • 0 • i y a z 7 • " . ..or •.s. • ••••• •••••••■•••rwo •11................•• • . • WI, w A 1.4,,, , . / „A 0 0,05'5 7. . . . %..<, 1 x wed 14,.- r 2 L ,..,. / f, 5 eP•o5-4c /25 • tiVe • ' . ..L4 a Oa' , /VO4" 0" I .00 .. .. . ea 4 6,1 ' 3 4) .T . ••• • - ...• - • - . •-• .."' • •••••••■••••••• ~am adlio.......... : . . . . . , • .. .. •••••• 150 ••• r am • • • • • • • • lums .2 eii t 29 a? • • , )WARDS. SIDER & ASSOCIATES bferinibrwro 1 MC eoorucirA/77e. / 411 21 ..Etiontxrcuregnainz_ mow AO t 4,4 474. ca . e*6 8 ,.. s eidm, s L.) 9e.) cim .17 4/PLY AO of ••,•••••■••••••■•••■ • 11101•Y••■••••••■•••••••••••■••■•• • • — • • • •• • EFEREICE: I I 9 04 WA 5 m 7 /1/ oNAR 4f,y '04:1 I 7 4 — • ......_ 6anditioned iloors I i PRO f4:5) a Design for Residential suildin0 With ; • ••• ' • • • - - • • - • • •-•••••• mosn.p• egg e .•••••• e ••■••■••■•• ••■••••11110 •••••••• 65 .1. • ••• • • •Iim •.• 0 ••••••••• ...ad a • •••■••■•■•••• • ••••• WO .9. •••••111•••• • • • • • . . • . ! • . • . t • • ....J 2 , e ,,,,0 . 71. / Aa.- , 41 • 11 AO, /40 . • 1 4 •• •••. t i I • • • • • • • .** • • • • • ••••■•••••■•••••••••••••••••••■• MOM Imo Ow • OM • I ••••••• •••• •415 •••• • •• ........111111•1111•/• •••■•• • • • • • II 111., • I OW OVID OM. .5- •••••• ' AMMO • I •555•11 • ■• I..... • • •••• ERE: ) 41; iverogel tstunamittanoe of grass 'Foof/wall/gLiizing/f,Loor tree $zaof. (f a) I 1 0f • iPtaBli *al i prior im am hr •• :ea •••• •••••••• ••• 4: • • ••■••■••• • •• 2WARD S. BIDER & AS.SoCIATES owmrlqpimin ,.�. �e?1rl✓C�if/r9: .24 I 454e7 . -�' _...., . ► ... NF'S'�>!.: F' !'D,N�? ,,.. moos L. Q�I — c./. • E- a►... �. !� Y fi.b. JJoL Y9 fi_ • !wilding tlnment Deaf.qm*tian fog. 1110.1.1. -21 DescrLptiCn Unclogs ironing tom, oils*. spacing. tnsulotsorl. •a. 2x4• •.C. .1itb I1-22 Mittel Ot d ip v E -I P 1 2. 3. � 5. . vo AlmosolY �Y Trawl*, reaction fog. 0.12) • (,ratio solid etas to otos* 0.00 . 3, 4' Thickness IR Framing R•vslue (inche's) per inch Rnorapi Vw►aivo (sum of products) • Total R -value 1/R •• U -valve ........ fwultiply V- value: a flutter. 'M.-frost! DWARD S. SIDER is ASSOCIATES =honor Arms • ...e' 1 7/C�'1c/1� '/� �'i~7XJ! -C f�'LD,� �•�` ._.., &a; PMEttPA, V Cit4 0 olio oft _. �.... a A.« .::f ;.��--.. Car. • "i avast 4 Lkl.y 910 D .4 e 3 . 2. 3, 4 . 5. i. I TXaxidg traction tog. 0.1!) • � .'Q�� (ratio solid aria to gross area) QA 4. , -/ 77 ,/ 577 wilding !Clement Designation deg. Ilid.L •sl Daacriptipn lineludr taaNta� typo, sit.. spacing. th.ulataon. •p. 3a4i ! it' •.c. with 11 ■31 eattai 4 " 1/ „ Thickness R -Training . Csvi (inches) per inch Revalue k•va IMO I► _ ?LA /► d 74f11 fcJ�t T 2 1' /r- /z • ' tota l *•value % . J 1 /. 2/1t '« Vwalut eft, A22 a f2, 1 ,L multiply V•valet: a traati•n a1! -tsas• Ytisep V ■v•iw stun of products) • _ p• P .4 S I EDWARD S. SIDER Sr /ASSOCIATES' , a ,t 2 EFM f �f .? ' s.., � ` A / / ..��► � C Z � 1 .... �. r.r�.... �..� MaM CZ' AI ~ (i.. CYr. €5 .MN �.ew 'Building Element Designation i.o. ot►s.L .... ALL.' .;,,,�,..,,,..•� Daaariptioa flnt1ug. ir.sin0 typo. miss, •Naet?Q, i1mi+3•r.idn, •o. lata ! li• •.e. with 11•31 laottel • LUM 3. 2. 3. 4. S 4. 9. a • ut 1fd1 sir *f'Iw� • r. 3. 4. S 6 reaw.iriq reaction leg. 0.1l) PlOn (sett. 'solid area 4• gross •tea) • • •••••••••••••■• • 7otst p -value UR * u•vlee multiply U- value: &mirage 13-talus taunt' et products) thickness P. !Taming • tiriche'sl per inch R.valme y • a 'fustian ifl■ft.t • , Ek;WARD S. SOFA & ASSOCV►_ • .S y+.e.at ..... ...�.. 64.■ wt. _ el 5 d >' a, Building ztomsnt Designation a.. v,►za.•*► 1N,q L Deacti tion (include teeming t P � �. else, a�eefnt. f1►eulatsdn, •�. =ere ♦ 1�' •.c. vsLA It 1►aLLel //v - 0 � ,V - IA VIM 2. 3 4. 5. i 9. I Tramiv g traction coq. 0.19) • _ 4'S *sotto •oild area to gross seta) S IQC - e ._ • • Thickness linens's) • • Framing •Cavit pot inch w•vaive . R -vs 4.0A` _ r� Total R -value f/R • V -value multiply V- value: • ir•vii•t. ats -ts•et * sr*go ti•value (auj► of products) 'APR 30 '30 '08.33 EN&TWEER3 HORTHWtST 5E' !J oaf . 4- so - 90 r FAX TRANSMISSION COVER'SHEET TO: .0 ) ry 1 14.4.)%‘.. A ATTN: -Jos r1JE 1,I(To JOB: `CX.t�"l�G�.l►�'1� � NUMBER OF PAGES...." (COVER SHEET INCLUDED) ArAc, Agz. c A LC S , _ s rensa l 7 t. LSh S 7'6 ... C..L.A1 FY x.TAJECTLc it AT 114e 'PEO/ rrR dF IF YOU DID NOT RECEIVE ALL PAGES INDICATED ABOVE, PLEASE CALL. 'DNIL� lJ. • AT (206) 525 -7560. ENGINEERS NORTHWEST 6869 WOODIAWN AVE. NE, STE. 205 SEATTLE, WA 98115 FAX (206) 522 -6698 PERMIT CENTER RECIIVED CITY OP TUKWILA APR 3 0 190 • Jos No. ci007`l J o i n NAME Sc�U71 CEPS ( 1Z kt�/� 1 np Car) IJ ENGINE ;RS- NORTHWEST 1; C. P.S. 6869 WOODLAWN AVE. N.E. SEATTLE, WASH. 98115 TELE, 206.525 -7560 DATE _ SHEET OF BY J M f e RECEIVED CITY OF TUKWILA • • APR 3 01990 PERMIT CENTER ENGINERS- NORTHWEST 'NC. P.S. • 6869 WOODLAWN AVE. N.E. S .,JITE 205 - SEATTLE, WA 98115 - 12G01525.7560 - FAX # (208) 522 -8898 JOB No. 906 JOB NAME OU7HCE1.JrF't' J 2r.. r l :p DATE — 4 -7( Sumac,. S El..r) Oki 2....- 6 L43 '73 Li P. _ Gc,uu SHEET OF _�_____ r ;, 4a Bv _ DS' -6" ads .. 2.1.2. w,ax3 � 3:,3 � � 6."57/ 8 " _�. . I!-, 2 "VG ,sue z NAL 3�ics 2.3 s' 2.g7res� II.Z ,h 21. _ G.97 =� u :r 4j 8 rrec, �.,' , x .u� ► c � J CITY O F TUKWILA MOM II 71,g A 4' /z" = f �q k - ,h APR 3 0 fis {'h= 9 4" "A 3.Id ° : I2.,v31 2 .7 in y 2. q 7 Jrsl t2 ob = 1k,••. .ci s'. 4 29 27.7I 27/ < I, 0 011, .97 '2,1 - . . . /7.7 W (sz 2 �.v VrarlAxIAL. I.cv4G' it. 1k 1- 21 2 ►c .3 ,, I. ?v \ t O. 2.47 1Z ?710 /J Gr M'' Tar Or t,��- et,,rVJ '1h 1TTS,Jr - ret 4 . . (2. ( , 7/Y /,' y X 7 7 4qt c > 91' V « " !e ' ' k d(' r2.06 • .- • s ( Z.41 Zq 15.Qf PERMIT CENTER 0 ' .8'2<1.0 Mahan &Deip•vo IP CONSULTING ENGINEERS April 10, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -04 (Southcenter Retail Buildings A & B) Dear Mr. Griffin, keif,r,;k o3R 1p040 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 APR 13 1990 ctTY OF 6 /1LA PLANNING DEPT. We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. Provide a frame analysis which incorporates the appropriate member sizes and materials for Frame 4, Building A. Also, Details D -6 and E -6 are still referenced and are incorrect. Provide appropriate connections and show adequacy. 2. The 6x6x1/4 TS diagonal members are over 10% underdesigned at some locations; provide adequate members. 3. Now that many member sizes have changed, coordinate details which reference incorrect members. Also, many welded connections are unclear or incorrect. Check all locations including, but not limited to: a) Section E -6; a double fillet weld on each side of the tube steel member will not work; therefore, calculations show twice as much capacity as this location. How can the TS member welded to the plate at the bottom? How is eccentricity accounted for at this location? b) Sections H -6 and M -6; call out length of 21d of TS member to kerf plate. Show weld appropriately; it can be welded at the sides of the TS diagonal, not at the end. c) Section K -6 and L -6; should field weld be a double fillet? Call out length of weld. d) Sections C -7 and G -7; show welds. 4. After the shop drawings and calculations for the window walls have been reviewed by the engineer of record, a letter must be sent to the City confirming that these drawings and calculations have been reviewed and are compatible with the basic structure. To accommodate this requirement, provide a April 10, 1990 City of Tukwila Re: 90 -T -04 Page Two note in the Structural Notes stating that the above mentioned procedure will occur. 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, Cry tal Kol e CLK:3 cc: Lance Mueller & Associates 130 Lakeside Seattle, Washington 98122 Mahan &DeSalvo 4010 Mahan&DeSe.ao mit CONSULTING ENGINEERS April 4, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -04 ( Southcenter Retail Buildings A & B) 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. Frame 4, Building A, on Sheet S8 calls out 5x5x1/4 horizontal TS members at 8' -0" above the ground. Details D -6 and E -6, as well as calculations, show wood members. Please clarify and show adequacy. 2. Show compliance to Section 2722(g)2 regarding the slenderness of the 5x5x1/4 TS members at all critical locations. 3. Show compliance to Section 2722(g)3 regarding the design of bracing connections. Check all critical conditions. 4. Where windows are set back 5 feet from the exterior wall (where there is no frame), how are wind loads on these window walls designed for? Please clarify. Refer to Section R & S /S6. 5. The minimum parameters for the suspended ceilings need to be on the drawings per Uniform Building Code Standard 47 -18 even though the subcontractor is responsible for providing the system. 6. Sheet S8, Frame 2, Building B; reference to Section M -6 along Grid D appears incorrect. Please revise. 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, Crystal Kolke CLK:2 estee- cc: Lance Mueller & Associates 130 Lakeside Seattle, Washington 98122 I . j11 1 :1110 1 /1,W1 r 1 0 1 /I'' ir; APR 5 1990 (LT; •` _._. • • F?eimrt (pa (v040 1411 Fourth Avenue Bldg. Seattle, Washington 98101 . (206) 624.8150 i Mahan &De.4Odo CONSULTING ENGINEERS February 15, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Dear Mr. Griffin, I mk (D D 3q looLto 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624-8150 1 C / I { Regarding: 90 -T -04 ( Southcenter Retail Buildings A & B)' _ .,, 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 Structural Notes and calculations use 25 -ton capacity timber piles with an 8" tip diameter; however, the soils report, page 7, states that a 25 -ton pile must have a 10" minimum tip diameter. Also, calculations use a 12" pile diameter. Show compliance with the soils report and coordinate drawings and calculations. 2. Sheet S -9; drawing only show one door opening in the precast panel #10; however, architectural drawings, Sheet A -3, shows two. Please coordinate. 3. References to embed detail A -6 need to be corrected. Refer to Sheet S -9. Also, where is connection A, Sheet S -9, referenced from? 4. Please clarify load Case 2, shown on Sheet W1 in calculations for precast panel design. Specify live and dead load used and tributary area. Is Grid 5 actually supposed to be Grid 4? Building B does not have a Grid 5. 5. Building A moment frame must be designed for loads determined by computer readout in calculations. The following are only examples of some members or connections which do not appear adequate. Check all comppnents. a) Calculations show 34.8 of axial force at 5 x 5 x 1/4 TS diagonal members. This force, as well as the calculated shear and moment, must be considered. b) 12.97 of axial force is shown at elements 11 & 12. Connections cannot adequately transfer this force. Also, connections for eements 7 & 8 would not be capable of transferring 20.6 6. Calculations for "Typical Seismic Frame Worst Case - Building B" are not compatible with the parameters of Frame 1 or Frame 2. Provide an adequate analysis of these frames. 7. Building A - Roof Framing Plan; provide details at Grids D3 and A3 to show forces transferred to the moment frames from the drag members. February 15, 1990 City of Tukwila Re: 90 -T -04 Page Two CLK /REW:1 8. Provide calculations and clarify drawings to show how chord forces are resolved for Building A. 9. Building B Roof Plan calls out a continuous 4x12 ledger along Grid 5. Details show a 5 "x3 -1/2 "x3/8" angle. Please coordinate. Also, is it intended for the angle shown in Section F -6 to be continuous to carry chord forces? Please clarify drawings. Also, clarify ledger conditions along Grids A and F. 10. Details R -6 and S -6; please explain why wind loads on the adjacent windows were not considered. Also, there was a math error on Sheet L11 resulting in a wind force of only half the actual value. Check adequacy of nailing and brace; call out nailing on the details. 11. Section R -7; how are horizontal low GLB's supported at columns? Provide calculations showing the adequacy of the connection of the canopy to the supports; consider loads due to snow drift. 12. Section H -6; clarify length and location of field weld at the connection of the kerf plate to the tube steel column. Clarify this same weld in Section L -6, M -6, etc. Check all similar situations. 13. Typically, call out welds between columns and base plates. 14. Is it intended to reference Section J -5, or perhaps K -5, at Section M -6? Please clarify adequacy of connection for 28.2 of uplift per page L6A in calculations. 15. Provide details and calculations showing that suspended ceilings are designed in accordance with Uniform Building Code Standard No. 47 -18. 16. Please furnish the missing location dimension for the piles on Sheet S1 and along the grade beam on Sheet S3. 17. The computer analysis for the two -way slab for Building A, Zone 1, indicates a slab span of 8' -0" instead of 12' -0" as indicated on the drawings. Please verify reinforcing for this zone. 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, Crystal Kolke cc: Lance Mueller & Associates 130 Lakeside Seattle, Washington 98122 Mahan& DeSalvo RZA rdr meAr. 14 September 1990 Gentlemen: RITTENHOUSE -ZEMAN & ASSOCIATES, INC. Geotechnical & Environmental Consultants RECEIVED CITY OF TUKWILA S E P 1 8 1990 1400 140th Avenue N.E. Bellevue, Washington 98005 -4594 (206) 746- 8020 /FAX (206) 746 -6364 City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Attention: Duane Griffin Subject: Summary of Construction Observation Services Southcenter Retail Phase II Tukwila, Washington g„ • r - 5 Le) PERMIT CENTER W -6407 At the request of Mr. Bob Schofield, this letter serves to summarize construction observation and testing services performed during construction of the above referenced project. Our services were performed on this site on an intermittent basis during site visits performed during initial site preparation, pile driving and other geotechnically related construction activities. While on site during the above referenced site visits, Rittenhouse -Zeman & Associates Inc. observed the following items: o Site grading and initial fill placement; o Foundation piling installation; City of Tukwila 14 September 1990 o Subsurface drainage installation; o Parking lot subgrade preparation; o Subgrade preparation above subsurface utilities on site. Based on the observations made while on site and tests performed on compacted fill materials, it is our opinion that operations observed during construction were performed in general accordance with the approved project plans and specifications. The foundation piling observed prior to pile cap concrete placement were suitable for support of the maximum anticipated pile bearing values. Compaction of utility trenches, slab subgrade and parking areas were performed to the minimum relative density required in the project specifications where observed by our firm. Density test results have been documented in daily field reports presented to the contractor while on site. We appreciate the opportunity to have been of service to you on this project. If you have any questions or require further information please do not hesitate to call at your earliest convenience. Respectfully submitted, RITTENHOUSE -ZEMAN & ASS 1 A INC. ''' GRO4 -III 1.4) o -e 044,*if, Kurt W. Groesch, P.E. ‘433k s a, �� •• '�.A FCISIE�� : � Associate ti 1',1;S /ONA.•<A\ cc: Mr. Robert Schofield W -6407 Page 2 TAHOMA ROOFIMf Co., Inc. 10816 -25th Avvnu(' )(11th • P.O. Box 44220 • IICOIna. WashingtOIl9 1 -022( (206) 588 -4401 1-AX (206 582 -1332 NOMINAL Roorro aarvIAPcM1113 ANIOCIAMIN City of Tukwila Building Department 6300 South Center Blvd. Tukwila, WA 98188 Attn: Duane Griffin Re: SouthCenter Retail Building II Robert Schofield Gentlemen; September 6, 1990 Please be advised that we have installed the roofing system on the above mentioned project according to the project plans and specifications. We also certify that the system as installed conforms to all city building code requirements. If you have any questions, please do not hesitate to contact me. JP:pm C.C.: Bob Schofield Bob Huff CONT. LIC#TAHOMRC181 KT Per rn iyt- (a o q Sincerely, TAHOMA ROOFING CO., NC. Jerry Pirak President SEP 71990 \ \ OTTO R( SENAU & ASSd ;!ATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 JOB NUMBER: 90 -154 DATE: 22 June 1990 . I inspected placement of Miles Sand & Gravel Mix Number: 08 oz. Cast specimens # Cast specimens # Cast specimens # Weather: DATE CAST 6 -22 -90 6 -22 -90 6 -22 -90 6 -22 -90 6 -22 -90 *Field Cure 5 A —E at 40 at at Overcast, mid 60 °'s @ AM. cc: Owner 1— Architect 1— Engineer 6 -26 -90 6 -28 -90 6 -29 -90 7 -20 -90 7 -20 -90 2— Contractor 1 —Bldg. Dept. Batch Plant • Seattle, WA 98118 REPORT NUMBER: PROJECT: Southcenter Retail Building II Concrete was placed via concrete pump Batch weights per cubic yard: 470 1820 # 7/8" agg. # , per 100# of cement. INSPECTOR: G. Moe 1071 cubic yards of 5 sack, 3000 psi concrete from , in the following areas: tilt —up panels #1 through #13 and 3 panels for dumpster enclosure. 4 6 7 28 28 CONCRETE REPORT TT K and it was vibrated internally. Slump range 4" ±i " cubic yards with a cubic yards with a cubic yards with a Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 6 - - Extra cylinders for field cure. COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE AGE IN SPECIMEN ULT. STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS FC* 5 —A FC 5 —B 5 —C 5 —D 5 —E 005 Type 29 #6 oz. 29 #8 oz. 29#6 oz. 29 #4 oz. 29 #6 oz. PERMIT NUMBER: I /II cement, oz. 5 " slump. Del. ticket # " slump. Del. ticket # " slump. Del, ticket # 70 ° F 77,500 99 ,000 102,000 142,000 139,000 OTTOROSENAU &ASSOCIATES, INC. ereefiseee 6039/6040 1480 # sand, per 100# of cement. 124526 STRENGTH LBS /SQ. IN. 2741 3502 3608 5022 4916 OTTTO F1OSENAU & ASSOCIA'I ES, INC. 6747 M. L. KING WAY SOUTH, SEATTLE, WA 98118 725.4600 CONSTRUCTION INSPECTION REPORT PROJECT: Southcenter Retail Building II PERMIT NUMBER: 6039/6040 ADDRESS: 1 Southcenter Parkway, Tukwila JOB NUMBER: 90 -154 INSPECTOR AND DATE INSPECTOR'S REMARKS J. Hamm Inspected resteel for tilt -up panels 1 to 13 for Building B. All per 6 -21 -90 detail on S -9 except where changed man door from panel 1110 to panel 1112 - calls for two 1/5's vertical, 1 each face, full height at each side of opening. These end at 2' above door• height. Also, note 112 on S -7 calls for one #7 horizontal top and bottom of opening and extending 2' past opening. Both panels 1110 and #12 only have #7 at top of opening and the one in panel #12 does not extend 2' past edge of opening at either side. Will require reinspection before placement of concrete. Resteel is grade 60, as specified, from Salmon Bay Steel. G. Moe Reinspected and approved resteel and forms for tilt -up panels 1110 & #12. 6 -22 -90 Verified correction of discrepancies at noted in report dated 6- 21 -90. Also, inspected and approved the resteel and forms for three panels for dumpster enclosure to typical panel reinforcing specifications. Resteel is grade 60, as specified, from Salmon Bay Steel. J. Hamm Inspected panel connection welds on tilt up panels on line 5 from A to 6 -29 -90 F, line A and F. from line 3 to 5 on building B. Two each bottom connection from panel to slab not completed yet by edge of doors one on line 5 at F and one on F at 5. Checked both panel to panel and panel to slab. J. Hamm 7 -10 -90 E.F. Jones 7 -31 -90 Inspected welds of braces for building A all okay except for bottom connection on frame 1 on grid 1, detail E on S -6 calls for 8" of welds both sides @ 5/16" only have 7" of clip to weld too. Called engineer who okayed for only 6" of welds at 3/8" will require a second pass to increase size of weld to 3/8 "+ and reinspection before covering. NOTE: Engineer to send copy of letter on change to jobsite. Visually inspected bottom connection weld from panel to slab at line 5 at F. Connection not made; contractor informed. Visually inspected welding of T.S. to plate X- brace. Welding found unacceptable; contractor informed. T. Coop Inspected and approved the resteel and forms in sidewalk for building 8 -3 -90 B. Found resteel to be sized and spaced according to plan except outer curb needs a #5 bar top and bottom and dirt removed before concrete placement. Resteel is grade 60, as specified, from Salmon Bay. J. Hamm Inspected and approved the resteel and forms for sidewalk in front of Building 8 -9 -90 B (east side) between lines 1 & 2 from A to D, per detail section F.5 on S -5 which calls out only 1}" clearance off of dirt, to include steps and walls at south end of the sidewalk. Resteel is grade 60, as specified, from Salmon Bay Steel. Also, reinspected weld connection at bottom of tilt -up panels by edge of doors - one on line 5 at F and one on line F at line 5. Found welds acceptable. -2- CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 Tacoma (206) 627.4477 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Ladies /Gentlemen: Types of Inspection: Reinforced Concrete Reinforcing Steel Field Welds OR /ser Enclosures cc: R.W. Huff OTTO ROSENAU & ASSOCIATES, INC. 7 September 1990 Project: South Center Retail Building II PERMIT NUMBER: 6039 - A 16813 Southcenter Parkway Copies of all reports have been sent to your office or are enclosed. Otto M. Rosenau [SEP10 1990 .Ua i Y t7" i L!IWIILA r - ) t ; PTl 4 . 6040 - B We herewith certify that we have completed the following types of inspection and testing on the above project, and unless otherwise noted in our reports, all work inspected conformed to the approved drawings /specifications and the Uniform Building Code. Yours truly, OTTO ROSENAU & ASSOCIAT S, INC. ei7 JOB NUMBER: 90 - 154 PROJECT: Southcenter Retail Building II DATE: 9 August 1990 I inspected placement of Miles Mix Number: 42 Batch weights per cubic yard: 517 1880 #pea gravel # , oz. Cast specimens #6 A —C at 20 Cast specimens # at Cast specimens # at Weather: Sunny, 60 - 75 ° F. CYLINDERS ARRIVED IN LAB AND /OR REMARKS: DATE CAST 8 -9 -90 OTTO R1.USENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 DATE BROKEN 8 -16 -90 7 cc: Owner 2- Contractor 1— Architect 143ldg. Dept. 1— Engineer Batch Plant CONCRETE REPORT per 100# of cement. cubic yards with a 4 3/4 cubic yards with a cubic yards with a Concrete Temperature: 8 -10 -90 REPORT NUMBER: 006 PERMIT NUMBER: 6039/6040 INSPECTOR: J. Hamm 55 cubic yards of 5i sack, 3000 psi concrete from , in the following areas: sidewalk in front of Building B (east side) between lines 1 & 2 from A to D to include steps and walls at south end of the sidewalk (exposed surface) and the slab on grade for screened dumpster area. Concrete was placed via truck and it was vibrated internally. Slump range 41" - ". Type I /II cement, 1380 # sand, oz. per 100# of cement. " slump. Del. ticket " slump. Del. ticket " slump. Del. ticket 68 ° F COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) AGE IN SPECIMEN UTL. STRENGTH DAYS NUMBER WEIGHT IN LBS 6 -A 291/0 oz. 99,000 EXAMl/y \TION #149134 STRENGTH LBS /SQ, IN. 3501 OTTO ROSENAU • .EENNA�U & ASSOCIATES, INC. el k 411004kiis•II• DATE: 22 August 1990 I inspected placement of Miles Sand & Gravel Mix Number: 42 8 -22 -90 OTTO R SENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 cc: Owner 2— Contractor 1— Architect 1— Bldg. Dept. 1- Engineer Batch Plant CONCRETE REPORT JOB NUMBER: 90 -154 REPORT NUMBER: 007 PERMIT NUMBER: 6039/6040 PROJECT: Southcenter Retail Building II INSPECTOR: D. Newman & 0. Rosenau 32i cubic yards of 5 sack, 3000 psi concrete from , in the following areas: structural sidewalk slab on south side of north set of stores and two small entrance slabs for west set of stores. Concrete was placed via chute and it was vibrated internally. Slump range 3 " - 5". Batch weights per cubic yard: 517 # Type I /II cement, 1380 #sand, 1880 # pea gravel # , # oz. per 100 = of cement. oz. per 100# of cement. Cast specimens # 7 A —C at 20 cubic yards with a 4 " slump. Del. ticket # 150778 Cast specimens # at cubic yards with a " slump. Del. ticket # Cast specimens # at cubic yards with a " slump. Del. ticket # Weather: Overcast. Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 8 - COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28,3 SQ. IN.) DATE DATE AGE IN SPECIMEN UTL. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER. WEIGHT IN LBS LBS /SQ. IN. 8 -29 -90 7 7 —A 294/6 oz. 92,000 3254 OTTO ROSENAU & ASSOCIATES, INC. 0-4V0.27/, �'1 p�i7iA�w OrTO ROSENAU & ASSOCIA'dS, INC. 6747 M. L. KING WAY SOUTH, SEATTLE, WA 98118 725.4600 ,g7? PROJECT: Southcenter Retail Building II ADDRESS: 16813 Southcenter Parkway, Tukwila JOB NUMBER: 90 - 154 INSPECTOR AND DATE R. Bogle 8 -21 -90 D. Newman & 0. Rosenau 8 -22 -90 J. Hamm 9 -6 -90 CONSTRUCTION INSPECTION REPORT INSPECTOR'S REMARKS PERMIT NUMBER: 6039/6040 Inspected and approved the resteel and forms for sidewalk for Building B located at lines A to F on line 1. Resteel as per plans and specifications, grade 60, from Salmon Bay Steel. Inspected and approved the resteel and forms for structural sidewalk slab on south side of north set of stores and for two small entrance slabs for west set of stores. Resteel is grade 60, as specified, from Seattle Steel. In reference to reports dated July 7, 1990 & July 31, 1990 all welds have been corrected and are as per plans and specifications. SEEP 05 '90 10:53 ENGINEERS NORTHWEST 522 -6698 P.1 /4 DATE FAX TRANSMISSION COVER SHEET TO: C2AJZY c , J4 e mAiuvic„ g ATTN : JOB: 'T7�C"'�Rt.t�. r. NUMBER OF PAGES 4 SPECIAL INSTRUCTIONS: (COVER SHEET INCLUDED) IF YOU DID NOT RECEIVE ALL PAGES INDICATED ABOVE, PLEASE CALL �' �'� �• AT (206) 525-7560. ENGINEERS NORTHWEST 6869 WOODLAWN AVE. NE, STE. 205 SEATTLE, WA 98115 FAX (206) 522 -6698 RECEIVED CITY OF TUKWILA SEP 5 1990 PERMIT CENTER ' -'SEP 05 '90 10:53 ENGINEERS NORTHWEST 522 -6695 ENGIK u iERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 • FAX # (206) 522 -6698 Joe No.. MP -A Joe NAME .1 TIC ? DAyg ( �f£'fA1�f. � DATL 7 - I 0 - go SU/JtCT_ V/41)( 61-E!.5 CA1401 Y '" - SHE CT OF By PRA._ \J. Z. L OGA/1pM 1,4 WPC EPT1)rh o, C.7 La Ca-OS SA '1420U.WI C^)j0Py ac }...11" I S Fes(? 7 . MAX P.2 /4 U b 1,9 "- 6r ( r'- ,0M r '�.. ., fir -r1 . 07E = D CD >v UT Git E' C.CAT EA.) c OF ' E otthicb RECEIVED CITY OF TUKWILA SEP 5 1990 PERMIT CENTER SEP 05 '90 10:54 ENGINEERS NORTHWEST 522 -6698 ENGIItL ERS— NORTHWEST ANC. P.S. 6809 WOODLAWN AVE. N.E. - SUITE 205 • SEATTLE, WA 98115 - (206)525.7560 • FAX # (206) 522 - 6698 Joe No. - Joe NAME L7Th 171', lei ,11+ DATE SUBJECT /VnTCkP 1./S e C'ALIOPY SHEET OF BY i4trk2 (mAx) * 1.5 _ x 2 3.,2Sx 1t1' 069 At MOM t , J M ' ) = /41.2d I x 1 . 6 7 g 3 . , i 13.5 4�xrz..'/, " 1.0 141.21 a in= .e1,(0 P.3/4 Mork f~ua or NarCH z 5x2.01 + S x Q n = /0.4q � 1d. 49 P >< 12 "", s6 I = 1. Ks 1.1sx S.12 X 64")E1( .q63 TURVILA an OF SEP 5 1990 PERMIT CENTER SEP 05 '90 10 :54 ENGINEERS NORTHWEST 522 -6698 P.4/4 ENGIL:ERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 • SEATTLE, WA 98115 - (206)525.7560 - PAX# (206) 5224098 JO• NO ._Jos NAME if_J:gr". PLL , & DATE SUUJECT JS(h"r AM T ! Bt, 58EET of [-f 0 r4 -To 6w i tt" BY i' 14 14' I , 6'7" 2V. Z - 2 4 co €I.DG A lo <1>F\ 'W = SL A 35 P.SP fi 15'Pt,U z .I0314- /PT- Z. A?; L oA4 = 2,,e4 Iy3s + is) . = .125 K 7 E ( 2nC• 1 4 21•S'" + . 12 14 (24.5' ) + x I/A 31 =0 ' • 0 14 RECEIVED CITY OF TUKWILA SEP 5l PERMIT CENTER C 11 Mahan &DeSalvo CONSULTING ENGINEERS April 12, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Sincerely, Cr t��olke Y CLK :4 cc: Lance Mueller & Associates 130 Lakeside Seattle, Washington 98122 RECEIVED CITY OF TUKWILA APR 1 3 1990 PERMIT CENTER Regarding: 90 -T -04 (Southcenter Retail Buildings A & B) 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (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. We have no additional comments. Enclosed are drawings, structural calculations, soils report, and storm drainage calculations for your use. Plan Check 090.040: Southcenter Retail II (Bldg B) 16851 Southcenter Py THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER_ (DD {O___. 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. This permit is for building shell only. Tenant improvements under separate permit and approval. 3. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296-4732). 4. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872 - 6363). 5. All mechanical work shall be under separate permit through the City of Tukwila. 6. All permits, inspection records, and approved plans shall posted at the job site prior to the start of any construction. 7. 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. 8. All structural concrete to be special inspected (Sec. 306, UBC). 9. All structural welding to be done by W.A.B.O. certified welder and 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. 11. Readily accessible access to roof mounted equipment is required. Southcenter Retail II (Bldg 8) Page 2 12. Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 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, 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). 15. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 16. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free. Facility (1989 Edition). 17. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 18. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. •X' REQUIRED INSPECTIONS PHONE APPROVED INITIALS CORRECTION NOTICE ISSUED X 1 Footings 433 -1849 X 2 Foundation 433 -1849 X 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 X 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433-1849 X 7 Framing 433 -1849 8 Insulation 433 -1849 9 Suspended Ceiling 433 -1849 X 10 Wall Board Fastening 433 -1849 11 12 13 X 14 FIRE FINAL Insp: 575 -4404 X 15 PLANNING FINAL 433-1849 X 16 PUBLIC WORKS FINAL 433 -0179 X 17 BUILDING FINAL 433 -1849 CITY OF TUKWILA Department of Community Development - Building Division 6 200 Southcenter Boulevard, Tukwila WA 98188 BUILDI1G PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) (206) 433 -1849 SITE ADDRESS: 16851 Southcenter Py SUITE NO.: BUILDING (i70 � PERMIT NO. DATE ISSUED: _ 1 9D PROJECT: Southcenter Retail II (8 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION 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 — 872 -6363 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 433-1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 04/24/69 "X' REQUIRED INSPECTIONS 1 Footings 2 Foundation ►, 3 Slab and/or Slab Insulation 0 4 Shear Wan Nailing 4 5 Root Sheathing Nailing IA 8 Masonry Chimney 7 Framing • 4 8 Insulation 411 9 Suspended Ceiling 10 Wall Board Fastening I ll 12 13 r414 FIRE FINAL Insp: #115 PLANNING FINAL '418 PUBLIC WORKS FINAL 4 17 BUILDING FINAL PLAN CHECK NUMBER x'040 PROJECT: THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWiLA DUILDINS PERMIT NUMBER -- . No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing persit shall be obtained through the King County Wealth ; Department and plumbing will be inspected by that agency, including all gas piping 1296 - 4732). lie Electrical permit shall be obtained through the Washington State Division of Labor and industries and all electrical work will be inspected by that agency (072- 6363). 4A5r All mechanical work shall be under separate permit through the City of Tukwila. pie 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 sinner. Reports shell contain address, project name and permit number of the project being inspected. i 1' structural concrete to be special inspected (Sec. 306, ON. All structural welding to be done by W.A.B.O. certified welder and special inspected ISec. 306, UBCI. . �9 411 high - strength bolting to be special inspected 'Sec. 306, UBC1. A ny new ceiling grid and light fixture installation is required to sect lateral bracing requirements for Seismic Zone 3. 11 Partition walls attached to ceiling grid oust be laterally braced if over eight (01 feet in length. Readily accessible access to roof counted equipment is required. Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations back16 material to have Flame Spread Rating of 23 or lees, and 'atonal shall bear identification showing the fire performance rating thereof. Subgrade preparation including drainage, eecavation, cospaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection lees attached procedure.). 10° 11' A statement free the roofing contractor verifying fire retardancy of rook will be required prior to final inspection see attached p odors). All construction to be done in conformance with approved plans and requirements of the Uniform building Code (19110 Edition), Uniform Mechanical Code 11900 Edition), Washignton State Energy Code (1989 Edition), and Washington Stag Regulations for Barrier Free Facility (1909 Edition). !0 Al: food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Wealth Department inspection should bs made by calling King County Health Department, 296 -4707, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19 Fire retardant treated wood shall have a flame spread of not over 20. All materials shall bear identification shoring the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. otify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 2i All spray applied fireproofing as required by U.S.C. Standard No. 43 -I, shall be special inspected. Z2 All wood to remain in placed concrete shall be treated wood. 23 All structural masonry shall be special inspected per U.S.C. Section 306 Sal 7. V alidity 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 vlolatien of any of the provisions of this code or of any other ordinance of the Jurisdiction. No persit presuming to give authority or violate or cancel the provisions of this code shall be valid. From: Vernon Umetsu, Associate Planner Department of Community Development To: Permit Coordinator RS: Southcenter Retail II Date: April 26, 1990 I have approved issuance of the building permit with the following understandings and condition: A. Phil Fraser has assured me that he has no concerns regarding the timely accuracy of all survey data; B. Phil Fraser is satisfied that the survey data submitted demonstrates that there will be no cutting into the original slope, thus satisfying a condition to the SAO waiver granted by the City Council; and C. The relocated freestanding sign shall be submitted for additional approval once a specific location is proposed. CONDITIONS TO APPROVAL MEMORANDUM 1. Plans and location of the relocated sign shall be submitted for Planning approval once a specific location is determined to ensure proper setbacks. Plans for sign foundaton and height also need to be submitted. 2. Any above ground vaults shall be approved by the Planning Division to ensure placement is consistent with B.A.R. criteria. Dear Sir: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 90 -040 (513) Gary L. VanDusen, Mayor February 27, 1990 Re: Southcenter Retail II, Building #B - 16851 Southcenter Parkway, Tukwila, Wa. The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, or set on shelves (NFPA 10, 1 -6,6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exits shall be illuminated at any time the building is City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3304(b)) Exits serving more than 50 occupants shall be provided with illuminated exit signs. 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) Maintain minimum 40 degree F. temperature in all areas to prevent sprinkler pipe from breaking and causing unnecessary damage. (UFC 10.301) Local U.L. Central Station Supervision is required. (UFC 14.105) If the overhang exceeds 4', sprinkler protection shall be provided. 4. Your street address must be conspicuously posted on J.4 .. h. 1 .1 - -1 L. _11 V, - 1- _.-1.. .. - t_1_ _ - 1_ 1_ r._ Page number 3 the street. Numbers shall contrast with their background. (UFC 10.208) (Buildings #A and #B shall be separately addressed) Every exterior portion of a building must be within 300' of a fire hydrant, measured around the perimiter of the building. (City Ordinance #729) 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 150' 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 installed and made serviceable prior to and during the time of construction (UFC 10.301) Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor RZA 24 April 1990 RITTENHO .. -ZEMAN & ASSOCIATES, INC. Geotechnical & Environmental Consultants 1400 140th Avenue N.E. Bellevue, Washington 98005 -4594 (206) 746- 8020 /FAX (206) 746 -6364 The City of Tukwila 6200 Southcenter Boulevard. Tukwila, Washington 98188 Attention: Mr. Duane Griffin Building Official Subject: Structural Fill Placement & Pile Driving Observation Southcenter Retail Phase II Gentlemen: W -6407 We are writing this letter at the request of Mr. Robert Schofield regarding construction observation related to structural fill placement and the observation of test piling at the above referenced site. As part of initial site development, a representative of our firm monitored the placement of structural fill in accordance with the site grading plan developed by Bush Roed and Hitchings. Our representative monitored the fill placement on an intermittent basis and performed density testing. In our opinion, the existing structural fill placed on -site is suitable for the support of utilities and pavements in accordance with the original grading plan, subsequently modified by Bush, Roed and Hitchings. Our representative also recently observed the installation of a number of test piling at the project site.. The test piles were driven at production pile location in order to provide an estimate for pile order lengths. The test piles were driven to penetration resistance consistent with the recommendations contained in our report as subsequently modified in project correspondence. The test piling were installed using materials and methods consistent with production pile installation. Based on the results of the test pile driving program, and observations by our field engineer, these test piles would be suitable for use and support of the building loads, in our opinion. The City of Tukwila W -6407 24 April 1990 Page 2 Respectfully submitted, We trust this letter is sufficient for your needs. Should you have any questions regarding this letter or other topics please feel free to call at your earliest convenience. RITTENHOUSE -ZEMAN tASSOCIATES, INC. 4 ,04% . G R o p si. 1, s ke : �� Kurt W. Groescrj, r.gr k 4- 740 Associate I* k it gi t �� af cc: Mr. Robert s ........ - .1 Ar M imm.oa..dr*r" Rick Beeler, Director, D.C.D. City of Tukwila Tukwila City Hall 6200 Southcenter Boulevard Tukwila, WA 98188 RE: Building Permit Review for Southcenter Retail Building Phase II. Dear Mr. Beeler, The Tukwila City Council granted this project a waiver from the moratorium pursuant to ordinances 1544 and 1550, and I have executed the attached "Agreement to be Subject to a Sensitive Areas Ordinance." I hereby request that you immediately begin all necessary reviews to ensure the timely issuance of a building permit. I acknowledge the following: 1. That this building permit application has been submitted prior to SEPA review, approval by the Tukwila Board of Architectural Review and receipt of the City's fully clarified conditions to the moratorium waiver, 2. That this building permit application is vested only to the extent it is consistent with all the conditions finally established in the reviews listed in Item No. 1. 3. That the above analyses and City actions may require project design changes which may result in additional plan check fees and review time, 4. That the building permit shall not be issued until the proposed project is consistent with all final conditions in Item No. 1, 5. I agree to pay any such fees, and 6. I hold the City harmless for any delays or costs incurred as a result of project design changes due to the above. Sincerely, /e//lc "(7 Robert Schofield cc: Beeler /City Attorney /file. Date AGREEMENT TCC E SUBJECT TO A SENSITIVi IREAS ORDINANCE The undersigned owner /developer of real property located at 16813 Southcenter Parkway, Tukwila, Washington, and more specifically described in Exhibit A attached hereto, hereby acknowledge that such property is subject to the moratorium imposed by Tukwila Ordinance Nos. 1544 and 1550. The undersigned have petitioned for relief from the provisions of the moratorium as provided for in Ordinance No. 1550 and in consideration of such relief, agree that if the City of Tukwila will process the following applications: EPIC -32 -89 — SEPA for Mikami Design Review 89 -15 -DR — Mikami Design Review (BAR) Mikami Building Permit Application to Implement Above Project The development of the property described in Exhibit A will be subject to all of the provisions of the Sensitive Areas Ordinance as finally passed by the City Council, even though those provisions may be more restrictive than any conditions or limitations imposed by or resulting from the SEPA, BAR and Building Permit processes described above. The undersigned agree that such processes will be continued solely at their risk and expense and that the result of the final Sensitive Areas Ordinance may be to require extensive project modifications and reevaluation or rescission or withdrawal of any approval arising out of the SEPA, BAR and Building Permit processes. It is also understood and agreed that continuation of the SEPA, BAR and Building Permit processes does not mean that any other application for this project will be accepted or processed unless the City Council approves a petition therefor. The undersigned acknowledge that the waiver was made subject to the following conditions which the undersigned agree to meet as partial consideration for the waiver. A. Fill may be emplaced to feather grades up to the existing 34-ft. contour; however, cuts may not be made into the 28 ft. contour west of the drainage ditch. Development may occur up to the 30 to 34-ft. contour which lies westerly of the drainage ditch as shown in Exhibit B and represents the toe of the 15% slope. B. In the stockpile area, the original 34 ft. contour shall be used as the maximum cut line. No cuts into original slopes above this contour shall be allowed. This maximum cut may only be done if slopes no more than 2:1 can be established between any cut and the existing slopes. No development shall occur above this 34 ft. contour line in the stockpile area as shown in Exhibit B. C. No rockeries or retaining walls shall be allowed in the northwest corner of the site. The undersigned furt�,.L. acknowledge that this condition waiver was given in reliance on the accuracy of the information supplied by the undersigned, including the original and existing grades as shown on the Bush Roed & Hitchings survey as revised on March 12,1990, and agree that they bear all risk of inaccuracy of such information. The undersigned acknowledge that the covenants herein run with the land described in Exhibit A, and that this document will be recorded with the King County Department of Records and Elections and that those covenants cannot be released without the written consent of the City of Tukwila. STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) DATED: March /4 oeW0.7 772 MATT M. MIKAMI, Owner ROBERT H. SCHO Developer/Applicant I certify that I know or have satisfactory evidence that MATT M. MIKAMI, Owner, and ROBERT H. SCHOFIELD, Developer /Applicant are the persons who appeared before me, and said persons acknowledged that they signed this AGREEMENT TO BE SUBJECT TO A SENSITIVE AREAS ORDINANCE, and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the instrument. ,1990. Notary lic in for the State of Washington, residing at FaelL,•,0 L My Commission Expires: DESCRIPTION: PARCEL A: i.arntUU t Ht rdv�L L (Jr Z THAT PORTION OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 (HEREINAFTER REFERRED TO AS THE SUBDIVISION) IN SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST M.M. LYING WEST OP COUNTY ROAD NO. 972, MESS BROTHERS ROAD, CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 921233 ( SOUTHCENTER PARKWAY FORMERLY 57TH AVENUE SOUTH), DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID SUBDIVISION, 1,020 FEET NORTH OF THE SOUTHWEST CORNER THEREOF; THENCE NORTH, ALONG SAID WEST LINE, 294,82 PEET, MORE OR LESS, TO THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE EAST, ALONG THE NORTH LINE OP SAID SUBDIVISION, TO THE INTERSECTION WITH THE WEST LINE OF SAID COUNTY ROAD; THENCE SOUTH, ALONG SAID WEST LINE. A DISTANCE OP 294.62 FEET, MORE OR LESS, TO THE INTERSECTION WITH A LINE RUNNING EAST FROM THE POINT OF BEGINNING PARALLEL TO THE SOUTH LINE OP SAID SUBDIVISION; THENCE WEST ON SAID PARALLEL LINE TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OP WASHINGTON FOR PRIMARY STATE HIGHWAY NO. 1 (SR 5) BY DEED RECORDED UNDER RECORDING NO. 5524599 AND 5992105; AND EXCEPT THAT PORTION LYING EASTERLY OF THE WESTERLY MARGIN OF SOUTHCENTER PARKWAY AS CONVEYED BY DEED RECORDED UNDER RECORDING NO. 6343852; SITUATE IN THE CITY OP TUKWILA. COUNTY OP KING, STATE OF WASHINGTON. PARCEL B: THAT PORTION OF THE FOLLOWING DESCRIBED PARCEL LYING NORTHERLY OP A LINE WHICH IS 1,020 FEET NORTHERLY OP AND PARALLEL WITH THE SOUTH LINE OP THE HEREINAFTER REFERRED TO NORTHEAST 1/4 OP THE SOUTHWEST 1/4: THAT PORTION OF THE NORTHEAST 1/4 OP THE SOUTHWEST 1/4 OP SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST M.M., DESCRIBED AS BEGINNING AT A POINT WHICH IS OPPOSITE HIGHWAY ENGINEER'S STATION (HEREINAFTER REFERRED TO AS HES) LW 2504 +89.33 ON THE LW LINE SURVEY OP SR 5, SOUTH 178TH STREET TO SOUTH 126TH STREET, AND 553.73 FEET SOUTHEASTERLY THEREFROM; THENCE EASTERLY TO A POINT OPPOSITE HES LW 2505 +00 ON SAID LW LINE SURVEY AND 590 FEET SOUTHEASTERLY THEREFROM; THENCE NORTHERLY TO A POINT OPPOSITE HES LW 2505 +75 ON SAID LW LINE SURVEY AND 570 FEET SOUTHEASTERLY THEREFROM; THENCE NORTHERLY TO A POINT OPPOSITE HES LW 2507 +15 ON SAID LW LINE SURVEY AND 515 PEET SOUTHEASTERLY THEREFROM; THENCE NORTHERLY TO A POINT OPPOSITE HES LW 2509.50 ON SAID LW LINE SURVEY AND 500 FEET SOUTHEASTERLY THEREFROM; THENCE NORTHWESTERLY TO A POINT OPPOSITE SAID RES AND 428.97 FEET SOUTHEASTERLY THEREFROM; THENCE SOUTHERLY IN A STRAIGHT LINE TO THE POINT OF BEGINNING; SITUATE IN THE CITY OP TUKWILA. COUNTY OP KING, STATE OF WASHINGTON. ..cdre dim ee ��- ., AS r • • • • UM/ w .•• v • ••• C • l • a •, 1 0 k O +s. 4 49 4$ I •I' I I 9 •••• •••• ••••.•.. •••• •. 01 It 1 in II ON ti Obo • i i URDLa NO. 0 - • ESCROW NO. LOAN NO. MORTGAGOR PLAT MAP Vol I3 ia • Ito • RI • V I PG is map does not purport to show all highways, roads or easements affecting id vroaerty; no liability is assumed for variations in dimensions and location [YNtr t.4 40f ! 014 010 1I A1 Y./ O! N/4N 0I ✓164 h. S SZA 4 y WI K/ 94 d.tt VRKlaw 94 4.4..0/04 ROBERT SCHOFIELD TUMIMIA WASHINOTON BUSH, ROED & )RINGS, INC. CIVIL ENGINEERS A e. D SJRvE7ORS 1.100 ►0 �� 6l61N VALL TO: FROM: DATE: SUBJECT: City Tukwila o ila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433.1800 Gary 1. vanDusen, Mayor MEMORANDUM 1'Y1Wh o r) De. Sal v o 51 I9(o 300 h u ' raker f Q o i IL o n r� Bv'■ ka c nA f5611ot e p'r U . e . C-. (10 /T2.MEMO) i wrn n OF US TO FORM A DENSE t CLASS "1" PER M 4 INCHES BELOW PIPE (CORRUGATED 1 PLAN NO. d -18e EPE SMALLER THAN LARGER THAN 27" ;DTH SHALL BE 40 PLUS 18 INCHES, ACED IN 6 INCH E CITY R Ot TUK�VILA F F R 0 1 1990 PERMIT CENTER LEGAL DESCRIPTION That portion of the Northeast quarter of the Southwest quarter (hereinafter referred to as the subdivision) in Section 26, Township 23 North, Range 4 East, W.M., in King County, Washington, lying West of the County Road and described as follows: BEGINNING at a point on the West line of said subdivision 1,020 feet North of the Southwest corner thereof running;. THENCE North along said West line 294.62 feet, more or less, to the Northwest corner of said subdivision; THENCE East along the North line of said subdivision to the intersection with the West line of said County Road; THENCE South along said West line a distance of 294.62 feet, more or less, to the intersection with a line running East from the POINT OF BEGINNING parallel to the South line of said subdivision; THENCE West on said parallel line to the POINT OF BEGINNING; EXCEPT portion thereof conveyed to the State of Washington for Primary State Highway No. 1, under deed recorded under Auditor's File No. 5992105, lying Westerly of the West line or that property conveyed by the State of Washington by deed recorded under Recording No. 8505150265. ALSO EXCEPT the East 6 feet thereof for Southcenter Parkway per deed filed in Volume 5083 of Deeds at page 553. ALSO EXCEPT the South 15 feet of the East 124.59 feet of the above. described parcel. Together with that portion of said subdivision described as follows: BEGINNING at the Southwest corner of the South 15 feet of the East 124.59 feet of said above described parcel; THENCE South parallel with the West line of Southcenter Parkway 15 .feet; THENCE West parallel with the South line of said subdivision 124.61 feet to the Southerly extension of the West line of the above described parcel; THENCE North along said Southerly extension 15 feet to the Southwest corner of said parcel; THENCE Easterly along the South line thereof to the POINT OF BEGINNING. Together with vacated S. 168th St. adjacent. *ILA A ` City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 \......,..,..__ • (206) 433-1800 1 90 8' TO: FROM: DATE: SUBJECT: Gary L. vanousen, Mayor MEMORANDUM 1-e_ h 11i p, � 3 ;GtnuckrL 30, 1 3oUkhccntr Eiaa \alUOz.ki on ot C nn rtac i on . 15 bo. on > 'r lcU n3 \IcKl vcz xrr, P\pri t , 1I9. K-e 1 CSh4i\ j o x o .4% =*50,5L) C bl1 t «I n A i 13/ 5.15 X H I ` l , 55I (31) tia ∎ Q9 13 I'j / S 30. y (- 139, 5 . 3D 136 la's R `SILL 5 I Vxlvo:: an v � ithi 6 Li I.09 P lan Cr .k 5u Clik6 .z.. 1 4.50 - [ot o�l (D) %- F)oi1din 9399 5 J Uccbof %a% o P1c4.n cha1 5vr chwr,5 .� Total l I < i% .o> x•50, 31 oao4�o Y CARA as A. • t r1N+I.Iti 20, LANDSCAPE Sou bumf 'ry $hot ph►fl Co ps.► ELEC. sloe wALK 1 . I itfreq R/W ef. u tPmet4T w UTIL. ESMt i . 36' R/W Fa fkw aza 17 F ; ' ' ;r ' ; N ' m' f ;v° N 4r9 , /,ti "�6 SOUTHCENTER.PARKWAY R /W AND UTILITY LOCATIONS FROM CITY RECORDS , "11°, r e :1 J ,t�f!i'+�}....tmdK , l `:.1'.I M mow...... Idm .,.,.,.. ._. �•`""_"�+' .•'.: -i; °.` "^^''�" - __ a l b r te w +. . '.� 1 I 1 - A.,;• *6 j;e. t ; - r. _ _.., 1"'.-... _. M 1 u, , .•a;f: ,. j r • ._ .1...... ROUND : TAPERED ALUM. STANDARD PERIPHERALLY REINFORCED ACCESS DOOR 2' -0' } COi:CRETE FOOTING 4 - d6 BARS VERTICLE • 3 TILES HORIZONTALLY I.r 6' O.G. CAST ALUM. 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V1 N41er i - U U MI7 cla i-If. • Kra ? 4' 'rig.. eloNc. y h'r=E .! ®It tta�.' l ' . 6 1 ° 4 at italoer .I0IM"1 i W jM ^tP114f FILE COPY I understand that the Plan Check approvals are supjaci to arr and_or fissions and appromal of plans does not authorize the violation of any adopted code Or ordinance. receipt of contractor's copy of approvesd plans acknow edged By..£ ..i="G.. a7_ Permit No, . ,. .9) oL10 --131 p 13 UIL NG D VISiON RECEIVED Ctrl OF TUKWILA f J PERMIT CENTER • , r1.- t' • 'Y. ELEVATIO • • . r . ■ PO • I i • .6 Sal t ene. r,re -+ 1 • • t 1' 1 ! 1 le 2 '6 x *- k'-1 W ,&3.4 L N'r17. M'I L., ! f I1° 14f ai l /p l � l 41 ' ' L Cr -'o �`-- dr r f C J • -4 Pi a•PIH, M1'L- Es,'- / )!4r f ,vf . rmsr,r+IN AA-n, M, - *ry l ', r "- °Il-r :i-1476 - r (TYr) -- Irynul..aTL�7 4-eoiz Pe -941' 1"n WEST E 1 o sa • iNORTH . 1- P.C. CONC. WAUA PLAN - DUMPSTER SCREEN vin r -u 3116' x 6` x 6' GALV, 511.. R wl 2 -1/2"0 W.I-1.S. of 3' o.c. CAST N CONC . 2 -3/16' x I 1 /2". GALV. F.B. WIC D TO Tl - PA NT 3I4'0 x 4' rat. 3. w/ WAS -ERE 113 x 3' GALV. PPE SPACER BTWNI. - PANT 2 - 3/16' x I I/2' GALV. Sri.. F.O. WELD TO PLATE - PANT 114' • ( 1, I (me l3O1T w/ KEEPER AT EA. GATE 1' -o. It • T" 4 1/4 ROO w/ TUMAYME _ a . • Ol.l J S1TR - N.I.C. 4' CONC. SLAB WI IVCOM ELEV - DUMPSTER SCREEN 3/16' : I -p• - 2' x 46 x 1/8" STL , TUBE FRAME - PANTED 18 GA. PETAL DECKNG PANTED • Mechanical, eleotrieale• ant' + . plumbing . drawings are" bidder design portions of th ahowii on ,architectural are ` to be 000rdinated with meohartical drawings. 2. All utilities to be a part of this Contract. 3. Verify lenation of all utility stubs. 4. All dimension lines to face of stud and centerline of beams and columns, unless otherwise noted. 5. Drawings are not to be scaled. Contsc:t Architect for resolution of any conflicts or discrepancy, A. Contractor to verify all field dimensions and conditions any discrepancy between' plan and actual condition is'to be brought to the attention of Arebitect for resolution. 7. Curb heights:max. 7" and min. 4 ", max. step at doors to be 1/2" or as shown an details. 8. tax. ramp to be 1 in RO for handicap., 1 in 12,for all others. 9.. See Civil Drawings (site development) for grading, Site utilities, catch basins, etc. 10. Each Contractor to inspect each sheet of drawings insofar as it may apply to his portion of the work. Contractors to coordinate so no conflict occurs. . 11. All site development,, building construction and handicap provisions are to meet or exceed applicable portions of Washington State Handicap Standards (WSBF Design), O.S.N.A., W.I. S, H. A. State Energy Code or locally amended counterpart, U.B.C., U.P.C., (J.M.C., N. F. P.A., etc., Local Zoning Codes and Local _Amendments to these. codes and standards. (All current editions as adopted by local authority). 12. Building address to be clearly visible. 13. No occupancy prior to issuance of Certificate of Oeotpancy, 14. Special test laboratory inspection required for all -site welding, high strength bolting, and all structural concrete. • 15. Pour no concrete when the anticipated site temperature will be below 34 during the first 48 hours of curing. 16. In the event of field errors or omissions the Contractor shall notify the Architect and make no repairs without his approval., 17. Contractor shall co- ordinate the work of all trades` to . interference between divisions of the work. 18. Contractor to provide all work, services, and materials necessary to construct a complete operating facility. 19. The Contractor shall apply and secure all occupancy, sewer, storm, water, electrical and other permits except building permits. He shall pay all necessary fees and post bonds required. P0. The Contractor to provide energy budget calculations as required by Washington State Energy Commission. 21. Concrete walks to meet the following criteria:- a. 11" thick with expansion joints at 20' -0" o.c. and score joints at 5' -O" o.c. ,b. Slope fo drainage - 1% min., 3% max. 22. General Contractor responsible for all cutting and patching. 23. Repetitive features may be drawn only once, but shall be provided as if drawn full. 24. Portable fire extinguishers per NFPA 10 and in construction shack. • Permanent extinguishers by Owner. 25. Suspended ceilings to be designed fo'r seismic. Zone III, submit talcs . to local building authority for approval. 1 26. The Contractor shall call the structural engineer for field, observation prior to pouring of precast panel and `prior `to applioation of roofing, and as specified, 27. Geoteahnical Engineer to verify soil bearing prior • to pouring, of footings. 28. Geotechnical Engineer to inspect and approve building pad prior` to pouring floor. 29. Geotechnical Engineer to inspect and approve paving areas prior to , paving. 30. All roof mounted equipment to be: a. - Curb mounted per plans. b. Approved by Structural Engineer for any beefing - of structure because of mechanical unit loads. 31. Provide meehanioal ventilation per Uniform Fire Code Chapter 8 32. Provide draft curtains at 10,000 s.f. or less. 33. Required hydrants per City Ordinance to be operational prior to combustible building materials delivered to site. Hydrant locations shall be approved by Fire Department. 34. Storage, handling and use of combustible liquid per !article 15, Uniform Fire Code. 35. Provide approved monitored alarm system per Ordinance were required. 36. Provide approved hose stations per Ordinance where required. 37. Fire sprinkler drawings are bidder design and shall comply with NFPP • 1975 and be approved by Fire Department. (":) GENERAL NOTES CITY OF TUKWILA AP. PROVED APR 9 7199 BULL DIVISION r. 1 t. 3- OI h.' �L G I!I!!i!I!! ills ! w . -.... r w 4. t - �' : f ..., r' �. .'.': i' . i.,. / f,•r r.. ; +. ...dry ! 1 , 1111 1111ll 11I 11`III`II1111111111111111111111 I111111 I1( 1111 11111111111111111111; 111111ll1iill,I)llIi lIl I 11111 liil!II!+ 11111111 11111 I I l 0 t .T,c Li: 2 : yi 5 C 8 _...._ _..._. 9 10 1 NonemoF MAW 12 IIII r� NOT" If the microfilmed c o s i cumcnf is less clear then this r s n t u notice, it is cue to the euelity of the oripinel ..'ocument. ea i e - 17 - 62 - 7,1. f?t ..- Gt» 9l 9t 'L CI ..... - Zt tt 0� e e G 9 sf 1 11 ►il �I�I� II!' !!IIRII;IIII!!�itll i lIII11!flf!11111!II 1 IIIIIIti1�;'!li i {!! 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ViMa - FILE COPY I understand that the Nan Check approvals arc subject to errors and omissions and approval of Mans does not authorize the violation of any adopted ode or ordinance. Receipt of con- tractor's copy o ` pproved plans knvwledged. By Mate Permit No. .,` +► 1204; 17.20K LANDS Osrmee bu'kwoocF / Frgwant Osmaree £'scatlonia 'Frades' / EscaA ,nia Ilex aKrwta'Bucfordi' / Sudan! Holly c:7 J 2 I c ) Taxus ousptdata 'Densiformis' / Japanese Yew Spires° 'Mpponlca' / Snowmcund *llama Prune I. 'Otto Luykens' I Otto L uykens Laurel Sarc000cca ruscifoNa / man. Cotoneaster microphyltus I Rockspray Cotoneaster © - Abella g. 'Sher wood's / Dwarf Abele ; ;Y 1 9ROVNpMER: iva re". /. CooAL, /Nf1 �' S FSD�t/. 'i Cz4 -e/'v 54.4-e N / /rH aiiiii.exe 1 ,q' / 4 A 7 p!r 1955E Z As Cl„&56 e uru..ax ; amuse *sass -= 4" 'd Q a 441 P 1 L.L . M 1"!, 41,frOActi6i.44 1 . >< 14.1: 2" cat, 10*-1 2' ht., Matched Simon street trees, well branched, B&B. x" oat., 10' -12' ht., Well branched, ernmefrical craws, B&B WIN-bunked spedmens tnin. (3)1 -1/2" Cal. !Mao, $'•10` well branched, full and Vigorous foliage, B&B. 24" spr., Well inched. strong • bud development and clean foNage, B &B. 24" ht., Well branched, fuN, B&B 24" ht., Well txanched, full, B&B. 24" ht., WeN branched, fuN, 8&B. 10" ht., Well branched, full, B&B. 24" t4., Well branched, full, B&B. 18" ht., Well branched, full, B&B. 12" M., Well branched, full. B&B. 15" ht., Weil branched, full, B&B. 15" ht., Wes branched, full, B&B. 15' Wee branched, full, BIe8. 1 pal. cont., min. (3) 12" runners ea. plant. Spacing Ee 24" 04. triangular• id wav 12" Inside curb or edge. Provider L.C. beneath ail shrubs and trees unless noted otherwise on plan. Full bushy 4" pals a. 8" o.c. triangular spacing: 3'veriebes. Color scheme:. red, white and brae. A1.T:S. S0'UTNCENTER . PARKWA Y E1tiD "UTB[� LOCATIONS FRQIV! CITY RECORDS • Plantin 10' WATER . , .. yak' a i 1 .: 4i I f ! ' ; ' . , . PERIPHERALLY ritiftf ORCE.D ACCESS ' DOOR +i' i:r"+ : i•✓ t .. 5w' r L # r'" it' 1w'" a�i :a, "lril'fY.M %T�.a�+.:' r.' » r y CAST AI,U:i NOT COVER a ANCHOR bA;ie -- .; I" NON SHRINK GROUT " . creti.As , to; ZO - /ri '11 4SP 0.02.046. Q � :k 5ry lv ""' Vz„!.Act ) LOA., 011-FLuirtAft f. i 12. 4sargi of (61-174;, A) ) 4,122.or►' (/ i.+ 4► v 601044. a i"` 100 d* rrr i E eAC +U rfr •l rr re CONCR CtiRB , WIT PREMOLt3ED I/2 EXP. JOINT AT START OF RADIUS POIN 8 : NIr E ''CUTS AT JO O . 0 To A rE PT'H OF 1/2" ( T YPj(A .. ) '-:-) ASPHALTIC CONCRETE PQVIN,G OVER GRANULAR FILL ` PER SOILS. 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"P .144 r�+tJ � l ..�T✓ .. l s%.[ I I ..•i Ili Iii , II ' �" t . ,,�* I f� l� .�►N0vl4' � Ii 3 � "�t � 1 ° )"'1 1~.�►�"t" �1► Net, 4 l+ alb G i ' 1c� r i . eta �S.1 .r r.» ...... •V v •) V' 4 ‘ ithef ” ►.1-!4 kirJ' ' .1 r;t ttyS c 26 algat49-1 01/4,40+ remto '910 '1.w.M. PERMIT CENTER -_ w w �L' `. flhryl+ai .?"'ice.. Nc;,PCiG►"f"6'+ r"v1P4 Overt c: '5,010.. 4 le,4r- A.,I6I:'N , Jt?t' tai CQ' = =' 241 = •v'.+a. $TAtt _OF 1/N�ta liNG f1 EGI STEP D �,�,�' AECi$tTEC tr ior , EE .a; %rte 7±,31:`": [,:'n•.c.� :... ry J +/ T • E -'a /Q a' C.) /3_ 9 C) (. / „T.YP, S" C434" CaPC1�IM - .-- 0 /7- u:" A3' 91' fr O. TO 11NN Al 4- L t.• • ) COX.. 1403 -CJ.'' () 2.3R9 3'-ta" t :) 7 GF F'/ _ ; CAA 7 / Cs/REA Cs 415P.-AAe1 C P 5 ) 51.--4‘ T74 l C /tens ° 7' /y' ■ RE./r.l A . ri S - S 0 J FO L / Y 4."/ AT 0/N/ PL. / { , W 54._/1/.— 4.r./ // . L ;4 / '-•U ") 7TYF ►, ; ,- .;, f:: '0 • (t` • /7'- /0 / '1 '„o •u 0 • 9-0 /7 '- /f " '' SU.SPEHF Er CEIL-IKIC3 ( i BE1 - lci�air! Moei: Sec. 47.1805. The manufacturer shall determine the load - deflection performance. The structural members tested shall be identical to the sections used in the final system design: All cutouts, slots, etc., as exist in the sy,stcrn component. shall be in- . duded it the sections evaluated. Load - deflection studies of structural members shall utilize sections fabricated in accordance with the system manufacturers' published 'metal thicknesses and dimen- sions. ctian Performance Sec. 47.1806. The performance of structural (members of suspension systems shall be represented by individual load-deflection plots obtained from tests performed at each different span length used in service. CITY OF TUKWILA APPROVED APR9 7 1990 } DIVISION WINDOW WALLS . •a t... T T F Se FpyLl., tai= ' Sti t'5 TO 'THE CITY FR(1M rNr l Nt :ERS NOR'IT WEST .STATING 1HAI TUE SHOP LiRAW D fl5S - AND 11 LCULA'r' I'.)NS FUR T E WINDOW . WALLS HAVES BEEN REVIEWED AND ARE CEIMI'AT M8LE W I T91 . THE BAB I C; , STRUCTURE. 'E.E,:E E,E.: LIVE LOS , ROOF 25 PSF FLOOR 100 P$F RETAIL WIND 80;M PO, EXPOSURE 6 SEISMIC ZONE 3 V ZIC W /RW = 0 W/3 = 0.1375W OCTOBER, 1989) ON 25 TON CAPACITY t•4Ut12,E-ZEM�4N . � ASSOC. SS (SOILS . REPORT � >�W-L3447 .. FOUNDATION IS TO 85 SUPPORTED, PER RIT TEN TREATED TIMBER PILES, WITH A MINIMUM ' rip DIAMETER OF /P PILE TREATMENT AND PHYSICAL CHARACTERISTICS SHALL.. CONFORM TO 1988 , UBC ' STANDARD .,.� NOS. 25 -12 AND 25-14 RESPECTIVELY. INSTALLATION PROCEDURES AND INSPECTION TO BE PER SOILS ENGINEER. PROVIDE PILE BANDING AND SHOES, ETC. PER SOILS ENGINEER, CONTRACTOR TO PROVIDE PERMANENT POSITIVE DRAINAGE OF THE BUILDING PERIMETER AT THE,FOOTINQ LEVEL; • UNIFOR 4 BUILVINO c OOE __ � 9Ba ' i EDITtc AST - THE FOLLOWING, NOTES APPLY UNLESS. NO1 ED OTNERW ;SE' i'� $` .ATIeST: E�!�7`Tdld . A) I. WORK IN ACCORDANCE (U STRUCTURAL. STEEL FOR -I1AIE CONFORM TO THE FOF STRUCTURA(. STEER TUBE COLUMNS EstEEDHEAD STUDS MACHINE ROt.TS ElitiC .t:1.ANEOLIF:_ SICE_l. INSPECTIONS ARE TO APPROVED PRIOR TO S FOUNDATION: r'.ONCRE TE : REINFORCING: eoNC ANCHORS: ROOF' & SHEAR WALLS: WELDING: anc/AL....UND1Ilate., r CONCRETE F'c : 3000 psi FOR SLABS ON GRADE, FOOTINGS AND ALL OTHERS. . ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND-SELECTION OF MATERIALS ' SHALL BE ' IN ACCORDANCE WITH THE UBC AND ACI CODE 518. PROPORTIONING OF AGGREGATE TO ' CEMENT SHALL BE SUCH AS CAN BE PLACED WITHOUT SEGREGATION OR , EXCESS FREE SURFACE WATER, FOR . A0MIXTURES', , SEE SPECIFICATIONS. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. PRECAST WALL4 PRECAST PANEL LIFTING STRESSES ARE TO RE CHECKED BY THE CONTRACTOR AND ADEQUATE REINFORCING STEEL, AS REQUIRED BY THE CONTRACTOR'S METHOD OF HANDLING AND ERECTION OF PRECAST PANELS, SF -TALL BE PROVIDED BY THE CONTRACTOR, USE STRONG BACKS AS REQUIRED AT EXCESSIVE PANEL. OPENINGS. CONTINUOUS GROUT BETWEEN PANELS AND FOOTING SHALE,. BE A NON - SHRINK TYPE GROUT. RE I.NFOBSIN ALL CONCRETE REIN:'ORC:ING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy =60O00 psi) LAP CONTINUOUS REINFORCING BARS 30 BAR (DIAMETERS, 1' -7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1'--7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE E: STRUCTURES". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD AC] HOOKS. COVER ro MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES. . WEATHER 1-1/2 INCHES ..INTERIOR FACE.. 3/4 INCHES ..EARTH FACE 2 INCHES k F LNESMI N u L.E EL W L L D TNLi AIt wELE)EI) REINFORCTNG STEEL TO BE ASTM A615, GRADE 60 (fy= 60,000 psi) AND WELDED PER "ANSI /AWS D1.4-79 STRUCTURAL WELDING CODE - REINFORCING STEEL." PIECES TO BE .WELDED SHALL hi- PREHEATED IN SUCH A, MANNER THAT THE CROSS SECTION OF THE BAR OR PIECE SHALL BE AT OR ABOVE 500 DEGREES FAHRENHEIT. AFTER WELDING IS COMPLETED, BARS SHALL BE ALLOWED TO AIR COOL TO AMBIENT TEMPERATURE. QUENCHING IS PROHIBITED. ALL WELDING SHALL BE BY CERTIFIED WFI HER=: S 11 SF ONLY FRESH IOW HYDROGEN E90XX _ LECTRODES (AWS DESIGNATION A5.1 OR A5.5). IF wr REINFORCING IS TO BE BENT, RENDS SHAI I CONFORM WITH ACI STANDARD BENDS AND NO BENDS ,,FIOUL BF WITHIN A" OF WFI F). PROVIDE SPECIAL INSPECTION PER UBC 306(A)4. WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION BUILDINGS AND THE '"CODE OF STANDARD PRACTICE". STRUCTURAL STEEL .LOWING STANDARDS: ASTM A-36 (Fy =36 PSI) ASIM A -500, GRADE B tEy =46,000 PSI) ASTM A -108 (Fy =46,OOO.PSI): ASTM A -307 PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 26G FOR CONCRETE. APPROVED EXPANSION ANCHORS MAY BE USED INSTEAD OF ANCHOR BOLTS IN CONCRETE. CONFORM WITH 'ICBO APPROVAL FOR EXPANSION ANCHORS USER). ALL WELDING TO CONFORM WITH AWS 61.1 "CODE FOR WL::LPING IN BUILDING CONSTRUCTION'. WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS 'FILLET h1UNIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES. SEE SPECIFICATIONS FOR ITEMS 10 :3F GALVANIZED. . tAdOP DRAWJ SUBMIT 2 SETS OF PRINTS OF S` -(YZ E)RAWING,S_ AND •'1 SET OF REPRODUCIBLE SEPIAS OF SHOP'DRtW .INC$ TO ENGINEER FOR REVIG*a AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND. PRIOR TO FABRICATION FOR GLU- -LAMS, STRUCTURAL STEEL, MISCELLANEOUS STEEL_, 'R EINFORCING STEEL 0W) TRUSSES, NQTE. 0.. t.A • ( ,,r. L C.] i. RA1)E . CONTRACTOR i � SEiA► t_ SUBMIT T • PLANS SHOW NG L4CA;F ItJFvI, ' , LOAD . AND ANCHORAGE OF Ar L - H*N(3EP SUPPORTING ANY' MECHANICAL, .E .._CTRICAL, 'L1IMSTNC fit SPRINKLER LOADS IM EXCESSOF '50 ' PQUN . ANY ROOF; MOUNTED EQUIPMENT SHALL:; BE. INCLUDED IN THESE PLANS AND SHALL, SHOW SHCSS LOADS AND LOCATIONS. THESE ' SMALL BE SUBMITTED To ENGINEERS...'NORrHWEST FOR APPROVAL i'RXOR `I TO INSTALLATION .OF ANY or THIS EQUIPMENT, T. MISCELLANEOUS STEEL SNAIL CONFORM TO ASTM A - (fy= 36,000). WELDS NOT SPECIFIED SMALL BE 1• CONTINUOUS FII LI =T MINIMUM. ALL WELDS TO BE BY WABO CERTIFIED WELDERS. USE FRESH E70 ELECTRODES. M I SCC: I OUC HANGERS TO BE S I MPSON OR XCBO APPROVED EQUAL. ALL HANDER, HOLES ARE TO BE NAILED l R MANUFACTURER'S NAIL SCHEDULE, UNLESS INDICATED OTHERWISE. PROVIDE F! IN rMLJM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 26 - G. PARABOL.TS WITH DESIGN VALUES PER CB(' RECOMMENDATIONS F` 1IXVALENT TO ANCHOR BOLTS MAY BE USED INSTEAD' OF ANCHOR BOLTS. INSTALLATION TO CONFORM WITH TCBO APPROVAL OF CONCRETE ANCHORS USED MACHINE BOLTS TO , SE Er-0 A.i1H A-307. !PAMItta_LUMfiU i . GRADES CONFORM WITH WC:t_ B "STANDARD GRADING RULES FOR WEST COAST LUMBER"'• OR WW0A,EGRADINOE. •; PW,F3 FOR WESTERN I_:1P•ilik R " LATEST EOTTION. ALL LUMBER. S4S OF S-DRY .UNLESS NOTED OTHERWISE' EEL: SiLAQ .�L tyESdIES P.i6,I.S ABLE 'BEND$t�� '�YP11.:A'. UNLF=.-S NOTxr) OTHERWISE.. . I I (;a1 E I "RANI HO t I ,<4 TO 4X4 1 STD & E3TR DOUG FIR F=b= ' 675 PS1i � FtE `, -t 4. i f'S i 2 DOUG FIR. , . ' . , ..Fb=1'25O. PSI (f) t n'E)S & 2X .101ST':'; x RAFTERS...42 & BTR DOUG FIR Fb 1450 PSI (REP 4x EI{ AMS 01 D(7UC;:KIR... PSI 4. t Pt A "f t S & i L {1(ak't'`'r 1S 2 DOUG FIR Fb125Q PSI I rt f, Nt.. SPEC t F T'"A t.I_ ' HO I ED . ;' FIL-/trit: AND OUTS BEARING PROVIDED. T �1 r SC F"aI . (REP.. ) x JOISTS & R41 1 , ... if 1 DOUG FIR F'b t' R G AGAINST WOOD• Sr4At,1. BE WITH ` STANDARD CUT ;WASHERS . 4E ''fit x r. N . CONTACT AC;T •W1 T CONt:.-;CL"T -' OR MASONRY SHALL. BE , PRESERVATIVE T REATED USE,;.' STANDARD LEN(.: Wt '''•i (UMMON NAILS PER UBC TAME: 25-G FOR' ALL NAILING EXCEPT ,WF F'RE :ESH(7RT 'R . NAILS PROV%QE` TUC', REWIRED PENT 1PA.T IoN ' It/ PLYWOOD DIAPHRAGMS. " PROVIDE AIN. 'I AIL'ING,. PF,R URIC TAStE', ,2547.Q UNLESS NOTED ,)'FHF RWISE . ALL ' HANGERS, TIES AND CONNECTORS • AF7E` . SIMPSON OT} R MANt3F'AC TURFRT3 WITH 1 CBO APPROVED LOAD CAPAC•I' T ICS EQUAL TO OR . GREATE '• T HAN THAT' SPECIF1EU• MAY RE USED. NAIL ALL HOLES W I T R NAILS AS 'SPECIFIED BY MANU ACTUREP CUT NO HOLES '.IN. ANV ' Tf"tt,Ic1't,iR:At_ FRAMING WITHCt)I EN(INEERS APPROVAL., EXCEPT TRAT 1 -.IN(H • TEER . HOLES MAY•-.BE.: i ER I t _ E U T N :'X STUDS AND MATES - - NN4) MORE: THAN ON H(1L.E EVERY f,- 'INCHES.; . • '. &1 L.1.:. - .L,.AI'3 L 1..f L ._.WX,?I)....PI E,MEE E , . . c3LU WOOD BEAMS, COAST PLRION -()OUCL,A,S FIR CONFORMING .WITH ANSI /AITC A190.1 - 'AMERICAN NATIONAL STANDARD FOR WOOL( PRODUC T.a STF•(UCTURAL GLUED' L:AMINATEO TXt4REfe AND AITC: 1 17 - 05 DESIGN AND MANL FAC.TUUING. 'USE. . COMBINATION 24F• -V4 (t?F /DF) : Fb =24Qn. PST FQR :. 5PA 9 $i' 4 t a COMBINATION 24F--VS (CF/OF) Fbs24.00 PSI EOR CANTILEVERED BEA S' , ; SOTTOM tW ;F TO r r FRt E E - UNSOUND KNOTS' t.AROER. THAN 112I 2" DIAMETER 'MATERIAL MUST MUSTEBE.ObtAiNEDIEROM APPRCVt I ) FABRICATOR. ALL.' Crt_U -L.4H 4F=.At+ig sHALL4TY SNUU AND 1IG3T IN It4EXR'',ga:O4C IOI S AND OEVELC)P FUt.I SEARING AS I.UO PROVIDE 'AX f C STAMP EACH - mOipER•. RND U8t4IT' :;A. TC• .AE RTI L EC;ATf . At)FHFSTvF ' TO BE ''LET USE INDUSTRI-AL':APPEARANCE QRADE. ' i, /1 COX (5 PLY) ON ROOF (UBC .IDFNTIFICATIOp ; 3.2!1E)e' P4INIMUM' NAILING N , . 0 L E S INDICATED OTHERWISE ON POUF PLAN, IS 1Od 0 o/c. ALL. PLYWOOD '; ,EDGE 'AN .j 2" way: AT',_. IF$TERMEDIATE SUPRORTSE CONTRACTOR TO , NOTIFY ENGINEER FOR . NAILT)IG :', IIf"l PRIOR Tt . RO TiNQ. • UMW,. TRUSSES SHAL_t. BE TRUS- .1QISY AND SHALL CONFORM' TO THE MINTHUM STANDARDS � REPORT' r4ER-° 1 18 , f4F RI C:A1 OR SHALL SUBMIT SHOP DRAWINGS AND CALCU1.A"CIONS STAMPED, SIGNER AND . DATI? f al' AP ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS BEING MILT TO THE STRUCTRAL !HorNrr.R PRIOR TO EARRICATIOA SHOP DRAWINGS SHAt_t INCLUDE TRUSS LAYOUT PLANS., ( t SHA1. INCLUDE TRUSS END SPARING. INCLUDE MECHANICAL. LOADS TN TRUSS DESTGN AND PROVIDE ADDITIONAL TRUSsES WHERE NECESSARY. : PLYWOOD NAILING INTO TRUSS. CHORD > 6HA‘L ,. NOT BF' CLOSER THAN 6' IN ANY ROW OF NAILS. SEPARATE ROWS BY A 1/2 TRUSS` BRIDGING • AO BbtX:KXNG SHALL BE AS REQUIRED PER FABRICATOR'; SPECIE IC'ATICNS THE TRUSS ENGINEER OR 'HIS AGENT IS TO VISIT THE SITE 'TO VERIFY THAT TRUSSES HAVE BEEN FABRICATED AND INSTALLED IN ACCORDANCE WITH THE TRUSS ENGINEER'S DESIGN, VFITIt'Y ALSO THAT SPRINKLERS, ELECTRICAL, 'L , , MECHANICAL . 7 PARAMETERS. THE TRUSS t Ut4$[3v+� AND F+IE..!••FAhTt'AI.. UNITS HAVE BEEN PLACED ACCORDING 1''a DESIGN. PAFtA ENGINEER SHALL SUBMIT A LEITER TO THE ARCHITECT STRUCTURAL ENGINEER AND BUILDING DEPT: CERTIFYING THAT THE ABOVE INSPECTION OCCURRED AND THAT THE ABOVE REQUIREMENTS WERE MET. BE PER tJBC SECTION 3O6 ' AND ARE 1'O SEL BY AN :INDEPENDENT TESTING LAB' TARING CONSTRUCTION BY THE BUILDING DEPT. AND THE ENGINE INSPECT" PILE' DRIVING. TAFiF CONCRETE CYLINDERS AS .REQUIRE , VERIFY STRENGTH. VERIFY ALL REINFORCING. IS PEACE!) TN ACCORDANCE WITH APPROVED PLANS.. EA CHECK FOR REQUIRED COVER, SIZE AND GPIDE. • AiLl. FIELD .INSTALLATION rpFECONCE,ANCHORS IS TO BE IN . ACCORDANCE : WITt! ICBO :aNO TS TO BE CONTINUOUSLY INSPECTED. Z:CMET'RACTOR IS - TO HAVE A COPY OPEIGBO EVALUATION REPOOT ON .SLTE FOR CO NO ANCHORS USED, . CAl L BLDG. DEPT. AND ENGINEER FOR NAILING. REVIEW PRIOR T©: ROOFIN INSPECT ALL ,FIELD `WELDING. VERIFY CERTIFICATION OF COVERING ..aLLS. - " wt~Lt3ERs CONTRACTOR SHALL PAY FOil3, REV ELDING:• AND REINSPECTTON OF ALL WELDS NOT: MELTING SPECS. INSPECTOR SHALL :NOTIFY STRUCTURAL ENGINEEV WELDS NOT MEETI1'IG SPECS. CONTRACTOR SHALL VCRIEY ALL DIMENSIONS IN THE. FIELE! .AND SHALL PROVIDE ADEQUATE-SHORING, NQ_ IS ERACIUG OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION4: CONTRACTOR SHALL NOTIFY' ENGINEER OF ALL "FIELD CHANGES PRIOR TO YNSTALLd'TION. IIIIJIfIIIII III(l lljl!! 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TYPICAL TRIM BARS: ' 2 -15 VERTICAL AT EACH EDGE OF PANEL AND EACH SIDE OF OPENING (O.N.O.) 1 -17 HORIZONTAL AT CENTERLINE AT -TOP AND BOTTOM OF OPENING O.N.O.) 2-15 HORIZONTAL, ONE EACH FACE AT TOP AND BOTTOM 01 PANEL, PROVIDE ADDITIONAL HORIZONTAL REINFORCING PER PANEL ELEVATIONS AT OPENINGS WITH HORIZONTAL TRIM [TARS EXTENDING 2'0" BEYOND EDGE OF OPENING. VERTICAL °TR!N OARS TO RUN FULL i`NGTIt. PANEL CONUEC', SON TO SLAB ON GRADE SHALL BE PER SECTION A - S 'OR PER PANEL ELEVATION',. PROVIDE 1/2" CL`!AP1FER AT ALL EXPOSED CORNERS. UNLESS NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS. PROVIDE 3/4" HON- SfiRINK GROUT BETWEEN BOTTOM OF PRECAST PANELS AND TOP OF FOOTINGS. PROVIDE 1/2" CLEARANCE fETNEEtt PRECAST ELEMENTS UNLESS NOTED OTHERWISE. . . SHOP nnilL (1/4" fIAP4f:TER) AIR RELEASE HOLES IN EHft13ME!ITS AT 6" O/C AS REQUIRED IN ORDER TO DISPLACE ANY VOIDS IN FORMWORK. PROVIDE 3" MINIMUM CONCRETE COVER AT ALL CONNECTIONS EXPOSED TO EARTN. WHEN STEEP_ IS NOTED EACH FACE, MAINTAIN I -1/2" CLEAR TO EXTERIOR FACE AND 3/4 CLEAR TO INTERIOR FACE. VERTICAL STEEL IS TO DE CENTERED In PANEL AND HORIZONTAL STEEL IS TO BE PLACED INSIDE VERTICAI. STEEL. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FORMING PAHEL5. PANEL LIFTING STRESSES ARE TO BE CHECKED BY CONTRACTOR WHO SHALL' PROVIDE REINFORCING STEEL AS REQUIRED FOR :fANDL1NG AND ERECTION. USE STRONG- IIAiCKS AS REQUIRED FT ' EXCESSIVE PANEL OPENINGS. 1.7" . / - W P A .il x,f tr y r {k • r.. n:';.. JJ t....'... r,'.: fw«*4+ �':, r. �o-YnGii�..: ra• i��. � �:,., e.. wa...... n'. �- s'. �wi ..%�'+.:- racN�+.�r•.+.w.- �...,- .. APR 30 '90 00 ENGINECRO NORTHWEGT 22 GG90 • 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 • FAX # (208) 522-6898 Jon JOB NAM F.' —CI- C.)(.477.4 erkYrF: 4N-1 :71. DATE jSun No. JOB 6143 "Th Lir SHEET OF ■/,./ 1 9 )(.:.? 1 19 k 4 ENGINEERS— NORTHWEST INC. 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