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Permit 6816 - US West - Telecommunications Equipment and Antenna
6816 91-424 us west 574 industry drive antenna Permit 6816 - US West TYPE •F • T.: N/A UB EDI •N (year) 1988 SETBACKS: N- S- E- W- FIRE PROTECTION: Sprinklers (l ) Detectors O N/A UTILITY PERMITS REQUIRED? E Yes in No ( public Worksl ZONING: PHONE 324 -4800 ADDRESS 202 Lake Washington Boulevard, Seattle, WA ZIP 98122 BAR /LAND USE CONDITIONS? O Yes ®No CONDITIONS (other than those noted on or attached to permlt/plans) 717751771AVNER Equitech Properties PHONE= 575 -6675 ADDRESS 574 Industry Drive, Tukwila, WA ZIP 98188 CONTRACTOR US Construction Group PHONE 948 -8135 ADDRESS P.O. Box 7417 Everett, WA ZIP 98201 WA. ST. CONTRACTOR'S LICENSE # USCONGI12100 EXP. DATE 2/92 ARCHITECT Jean Fraley Associates PHONE 324 -4800 ADDRESS 202 Lake Washington Boulevard, Seattle, WA ZIP 98122 SITE ADDRESS -441111111.i CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: 1G- c1 -c1 PROJECT NAME/TENANT US West ASSESSOR ACCOUNT # 022340 -0020 TYPE OF [J New Building U Addition (xi Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof Q Remodel (residential) Q Other: Antenna DESCRIBE WORK TO BE DONE: V 574 Industry Dr Install telecommunications equipment in existing building and install new 70' high antenna. CODE COMPLIANCE FLOOR TO SQUARE FEET 000. LOAD SQUARE FEET OCC. LOAD SQUARE OCC. FEET LOAD SQUARE FEET OCC. LOAD SQUARE OCC. FEET LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD USE <' APPROVED FOR ISSUANCE BY: I hereby certify that I have read and examin - this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not pr sume to give authority to violate or cancel the provisions of any other state or local laws regulating constructs he performan,: of work. I am authorized to sign for and obtain this building permit. SIGNATURE: PRINT NAME: 1:SU1LUi tU 1hKMI L' (POST WITH INSPE TION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES :::DESCRIPTION:.:: BUILDING ;PERMIT FEE: PLAN CHECK FEE BU.ILDINGSURCHARGE :. TH AMOUNT;: :4:15::00 27.0.:00 :2892 10 04 91' PLAN CHECK NO.: 91 -424 SUITE # BUILDING OFFICIAL DATE VALUE OF CONSTRUCTION - $ 50,000.00 DATE: 16 -2-1-11 OTM ()t f COMPANY: IS permit shall become null and void if the .work is not commenced: within 180 days from the date o nuan or if the work is.suspended or abandoned for period of 180 d ays from the last Inspectio .; CERTIFICATE OF OCCUPANCY NO. DATE ISSUED: PERMIT NO. CONTACTED ll DATE READY DATE NOTIFIED 1 0 E I S— q 1 (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (Init.) AMOUNT OWING 14 n "" L `t 3RD NOTIFiCATIv�� BY: (init.) ( BUILDING - 'ERMIT APPLICATION TRACKING PLAN CHECK NUMBER INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) FL T OCC. SQUARE LOAD FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET 000. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" In box indicates which departments need to review the project. VBUILDING - initial review FIRE ;,g O PUBLIC WORKS O OTHER MENT :.` BUILDING - final review PROJECT NAME SITE ADDRESS 1 7 001 REVIEW COMPLETED Io /V CONSULTANT: INIT: INIT: ROV (ROUTE 1 (4. �tl FIRE PROTECTION: Date Sent - FIRE DEPT. LETTER DATED: UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: UIREMI~INTS ME ZONING: ( , IBAR/LAND USE CONDITIONS? REFERENCE FILE NOS.: ° . » . CAA MINIMUM SETBACKS: N- S- Yes Date Approved - No 1988 UBC EDITION (year): TOTAL OCC. LOAD ( 1Yes No 08TI7/ SITE ADDRESS SUITE # 5 %NP14 71` ORAte 5/ (1)P VALUE OF CONSTRUCTION - $ 77 = i5,000 •ToMi l 413 ,oao PROJECT NAME/TENANT U.'U J% N GUV 1A ASSESSOR ACCOUNT # 0223"i° - oo2 TYPE OF U New Building • Addition • ` Tenant Improvement (com cial) U Iition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) AOther DESCRIBE WORK TO BE DONE: //V yTl9∎ 1a -(0// 1A/ /6tTho ,EQUIP IN 0 ,'ui' /A/ 01GL NQo 7v /f /%Gyp /94Ir&vit1 BUILDING USE (office, warehouse, etc.) `aer0 lG 1/p/ rr sr w NATURE OF BUSINESS: 0 4a//, /j' % PR7.0/ WILL THERE BE A CHANGE IN USE? ( � No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: to) 600 •t Tenant Space: 9/50 ,f Area of Construction: 760 ,SF= WILL THERE BE STORApE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No Yes IF YES, EXPLAIN: 15) GH , pi wit, _F1ag. 0/ WGF CDIUTlilitiEb knYIEI2or =rLC ' PvwB/Q a urn PROPERTY OWNER 7 /o/W-7.1 PHONE /•713 -7/7 � ADDRESS , �� �Nl7�r ���vC_ ZIP CONTRACTOR 1.4 N5T UC /oN 0 poop PHONE 9 0 -el m ADDRESS 1 '7 6 11'7 g(/ -/Z ti/rr ; ZiP q WA. ST. CONTRACTOR'S LICENSE # ---7 COIt?I /r p EXP. DATE �ej . ARCHITECT J J fl ' z'cl /T-% PHONE 3-4' G'o ADDRESS 0 • Z2 (, ail i/,va &LW G /f&E- ZIP qwe I :HI*RESY ::CERTIFY: TI1AT; f HAVE F R ANI EXAMiNED THIS APPLIGATICx i ANp KNO TH :SAM TQ t3 TRUE 1NtJ:C:URRECtANDI Af t i A'. Q "1ZED T( :APP Y' FORT tMIRE. BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE ' DATE /0— Uq — I/ PRINT NAME •" 1g groc R PHONE 3Zq- /Soo CITY /ZIP sr (tee ere/v.- ADDRESS 2p/. ow (,(M /1 /NVCT - o/J Is/(/p CONTACT PERSON S fiing PHONE CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 - (206) 431 -3670 PLAN CHECK CI I _ i t NUMBER APPLICATION MUST BE FILLED OUT COMPLETEL Y DATE APPLICATION ACCEPTED 10,1,0( BUILDI3 PERMIT APPLICATION OTHER:: SCRIP 0 BUILDING" PERMIT. FEE PLAN CHECK FEE 7 °' ;L( BUILDING SURCHARGE Z PK) _ <> TOTAL o' NT DATE APPLICATION EXPIRES Ukgq7 agq,9 DATE APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. COMMERCIAL NEW COMMERCIAL BUILDINGS/ADDITfONS • ' • • ••••• • • • • Completed budding permit application (one for each Ib1CtUre) • .••, ED Assessor Account Number Two sets -..••••••••• • ••••••,••••••••••,:.•:,••••:-:•....,>,......::::.••,:.,,•:••••••-:::::::::••::::::.---•• •-• •• • • . • ' (2) of the following ri ppecificatiorts ". •*, Sfructural • • •••••::.• •••••.;.•:•.•.: ••• '' ' ••••• ••• •• •: •• • • •••,.•.•• calculations stamped .by.it.. nglne�i • • •:. •Soils *report stamped by a INashington State •Topographical survey 0 Energy calculations stamped by SUBMITTAL CHECKLIST • • • engineer. or include:dime:isle:Os of rackt (height,' • • •• •.... and waverm pfan,. •. ' • ' 1:1 StrUctural calculations stamped by a WashingtOnStatalicOnsea.::::: • • • : 1 (nu:ft:storage Wand RESIDENTIAL . . .... „ . . . NEW Fl Completed building permit application (one tar Legal description ,• :: • , : • ,.. • E Assessor Account Number: .: • • • •,• •• ..::•••• •:,.. Two sets (2) of working drawings, which include :•.. • • : ..,• :,• • Site plan —0- (On plan, shay/ itbSinn hydrant kacatioa.:•••••:..: •• a: Foundation plan ::.• : Include access to burdng, showing Floor plan .: • .: • of acceas./.0, • Ro plan •• :. • : •• . • Building elevations (all views) • ' • Building cross-section 1 :1 . • • Structural framing plans • ••• • 0 Washington State Energy Code data: • • — 1 Completed utility pormit application Six (6) sets of site plans showing utilities . • NOTE: Building site plan and utility site plan may be combined. See utility permit application and checklist for specific submittal requirements. Additional topographical and soils information may be required if unique site conditions. .. . .... . .. . . , . . ,...„..„ fl :.:cailioleloci..b01!cipripool.f!aPplipatfan for each structure) E • •••••::. :•Atiseesor Account Nu Narretiva detiCribin;:axiiting:roef, material 0 being reMOved, and ....triaterfal being NOTE::.„ letter :Is required prior to final Inspection and sign- off Of ••• ••• • : • •••••• • ••:: • . •••••.: . """••" •••••• ". • • • • " • ••• ••• " " • . ••.• . . . . . . ANTENNNSATEWTE DISHES •• ••••••.... • :•••'..•••,' Completed bulk$lng permit application Assessor Account NUmberi.:: • TWo (2) eats of plans, which Include • .. . . . .. ::,": •••••• pil*..P.1.4:.:(Broon00010i17:9:orio.OctaUan of antenna/satellite dish) Detults sntenne/exellite dish nnd method of attachment . . . ..trtictu.ralealaulatione stamped by a Washington State licensed RESIDENTIAL REMODELS • . . E Completed building permit application (one for each structure) Assessor Account Number • E Two (2) sets of working drawings, which include: • Site plart • Foundation plan • • • . • • • ' • Floor plan • Roof plan : • *Building eleve6ons (all views) • Building cnoss-aeotion ,. • • • Structural framing plans NOTE: If any utility work is to be clone provide trolly permit application and plans must be submitted. • • • • , . . • REROQFS Completed building pormit application (one for each structure) fl Assessor Account Number • E Narrative describing existing roof; material being removed, and material being installed. NOTE: A certification letter is required prior to final Inspection and sign- off of the permit. • ro ect: n i ype • " nspect on: Mil Special Instruct ons: Date Wan ": • :.- . / am . ,,,•.m . Requester: 1 / Phone o ,:"'/ I-f 1 — / ' `7`' 7 COMMENTS: pcept1;1577' ❑ 'Approved per applicable codes. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9816 INSPECTION RECORD Retain a copy with permit ❑ Corrections required prior to approval. $ 30: :00 FEBREQt7iRED: 3 5710 re nspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. ';Call to schedule reinspection. Date: (,91-(47 PERMIT N0 1 -3670 Project :1 / . . 1 - g . 11.✓- �. -4.�C Type of Insprio 1 L t d Ad e . 1.4 -1)r. Cate Called: t Bpe�al Instructions: Date Wanted: -- — !'f- -am.c Requester: 1 , Phone No,: g4� t ..i____ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: L1 r w" 'N' ii' INSPECTION RECORD 1,4 ,. Retain a copy with permit AA c Date: N . a PERMIT NO. (206) 431 -3670 Corrections required prior to approval. ❑ $30.00. REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ro ect 1/ TYP /7 7t VG( "t`>~ AlN Addre ; " 7 S t _ j Da - / / Z I te algid: 4 Cf SpecialTnstruct ) Date Wanted: .-- (� / �.m. Requester: (2.,(A ( .� J' Phone No.: (1-' — .. q 7 +Approved per applicable codes. Receipt No.: INSPECTION RECORD,;' 'Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: PERMIT NO. (206) 431 -3670 O Corrections required prior to approval. COMMENTS: / G ! - y 7 • Cl $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. ` Call to schedule reinspection. * i Pro)ectl s - i ype o nspection : �� 7�,Lu.S�J D. '. a :,; ta ta -C1 Sp. at Instructions:.. - Date Wanted: 1 ,> o \ am Requester: r, Phone No r ('_ J C INSPECTION RECORD C . Retain a copy with permit Inspector: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 S\ 34 ., Approved per applicable codes. COMMENTS: ' ( £.& /'t .PQ 3 . 4.'7 O Corrections required prior to approval. O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT NO. (206) 431 - 3670 Date Project: S z / yp: o n o s e y ; / 4, / Am Specie Ins ructions: I Date Wanted: //— / 9 `I / am. p Requester: Pel,(/ Phone No,: g / 7 _ 7f 6 /7 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. I (0 PERMIT No. (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: (C $ C. 1� .-'r 11 e epJ 19- , ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ro e : ype o nspection: DD ress' ' ,---- III : , Sp:. a nstruct ons: 1 D :DO Date "anted: I Q+ Ems' _ �j `,m. ' Requester: — Phone o.: J �• . y..S1ji 0 --„air ws mow. .< . ,._._. ,_ ,,: 4 ,.� C INSPECTION RECORD ir) Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. PERMIT N0. (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: 41 s JZ , /3055 /r • 0 ❑ EINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No.: '111'1'. fI . .1 , ••■ , •1 A ro act: U w j22674 5 ype o nspe on: _... C k I OS1 I r1Q Address: 5 .... ry\duker zit Date Called: h-15-1 Special Instructions: J Date Wanted: ( I . 1 4 S -- q 1 CDP.m. Requester: Paul Phone No,: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. O INSPECTION RECORD Retain a copy with permit Co SI PERMIT NO. (206) 431-3670 0 Corrections required prior to approval. Date: 7 ProTect: .. "Type of inspection: Add ress:, Date Called: Sp: al Ins ructions: .....5-46 Date anted: // - p.m. Requester: / 'I .... / Phone No,: [Inspector: r ecept No.: 9/ Pe_ INSPECTION hEC61364 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - 0 Approved per applicable codes. COMMENTS: 17 . 1( -0''',S ‘c2-P9S 01-' " A/ a 4 ? .S 3) /74 S 41 ° 12 / l' Z•9 fre'-efe..1/3—clete. /2. - 7/ 1 2 ea° y j 1 Corrections required prior to approval. "i- 6(3/6 ER IT D. (206) 431-3670 .0-4* tolofs 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4 Project Name Address Sprinklers Fire Alarm: Hood & Duct: Halon: Monitor: 'Pre -Fire: Permits: • Authorized S gnatu e City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Cue._ i Retain current inspection schedule Needs shift inspection Approved without correction notice .Approved with correction notice issued t %71, ; e it 4 it 6 5 Suite # Date Gary L. VanDusen, Mayor Control No. 9 f---G� . "'.: Permit No. '(‘-0 FINALAPP.FRM T.F.D. Form F.P. 85 0 . BO SS & MAYES TESTING ENGINEERS, INC. US Construction Group P.O. Box 7417 Everett, WA 98201 Project 11 -18 -91 - Andover Park :Cell. Site 574 :Industry Drive Bldg. :6 Space. 566 Tukwila, WA INSPECTION REPORTS Job # 16891 Contractor: US Const. Group .Inspection was made of reinforcing steel in 25 ft x 5 ft antenna footing and found to be according-to plan.- During drilling_ of. hole, "line" electrical wires were found. Drilling was stopped. No concrete was placed. INSPECTOR: Dick Johnston 19015 36TH AVE, WEST, SUITE C • LYNNWOOD, WA 98236 • (206) - 4402'• FAX (206) 775- 9175 � BQS$ & MAYES Project: Client: Contractor: Weather: Mix Proportions: Coarse Agg: 1920 -Pea Fine Agg.: 1380 Water :. 34 Placement Location &.Notes: Antenna footing TESTING ENGINEERS, INC. Andover Park Cellular 574 Industry Drive, Bldg Tukwila, Washington U.S. Construction Group U.S. Construction Group Cloudy 50 F LABORATORY TEST REPORT Job . # 6, Sp 566 Permit Date Ma DEC - 6 1991 CITY dF TU PLANNING DEPT. Product: Concrete Producer:.Lonestar Ticket #: 7040/559664 Sample Temp: 59 F. Slump: .4" Cement:` 517 WRA 25.9 oz A/E Admix: N/A 19015 36TH AVE. WEST, SUITE C • LYNNWOOD, WA 98036 •': (206).778 -4402 Entrained Air: No Type: III Mix Design # 0.538 . Date Received : : 11- 21- 91 f.'c /28 -day: 4,000 Sample Date Strength 'Number Lab # • Date Made Tested Age Load /lbs Size PSI la 7079.'. 11- 20 -91 11 -27 -91 7 129,000 6x12 4,565 lb 7080 11 -20 -91 12 -18 -91 28 6x12 lc 7081 . 11 -20 -91 12 -18 -91 28 6x12 .INSPECTOR: Dick J ohnston FAX (206) 775 -9175 BOSS £ MAYES ANDOVER PARK CELLULAR SITE US Construction Group Page 2 TESTING ENGINEERS, INC. JOB # 16891 INSPECTION REPORTS. 11 -20 -91 Observed drilling of 5' wide 25' deep footing for pole antenna. Water was encountered at 18'. Water was pumped out of hole before 'placement, by pump, of 30 cu /yds of 5.5 sack concrete supplied by Lonestar. #0538. One set of test cylinders was made. Reinforcing steel inspected at an earlier date. INSPECTOR: Dick Johnston - 1 - 11l i g 5 0010 NOV 6 1991 CITY OF TuKwILA .PLANNING DEPT 19015 36TH AVE, WEST, SUITE C • LYNNWOOD, WA 98036 • (206) 778 -4402 • FAX (206) 775 -9175 ° BOSS & MAYES Project: Andover Park Cellular 574 Industry Drive, Bldg 6, Tukwila, Washington Client: U.S. Construction Group Contractor: U.S. Construction Group Weather: Cloudy - 50 F Product: Concrete Producer: Lonestar Sample Temp: 59 F Slump: 4" Mix Proportions: Coarse Agg: Fine Agg.: Water: ,Mix Design #- 0538 Sample Number Lab 7079. 7080 7081 1920 -Pea 1380 3.4 Placement. Location & Notes: Antenna footing Date Made 11 20 -:91 11 -20 -91 11 -20 -91 TESTING ENGINEERS, INC. LABORATORY TEST REPORT Cement: 517 WRA: 25.9 oz A/E Admix: N/A Date Received: 11 -21 -91 Date Tested 11 -27 -91 12 -18 -91 12 -18 -91 Job #, : 16 891 Sp 566 Permit,# : 6816 Date Made: 11 -20 -91 Age Load /lbs Size 7 129,000 6x12 28 175,000 6x12 28 175,500 6x12 INSPECTOR: REVIEWED' BY: Ticket #: 7040/559664 Entrained Air: No Design f'c /28 -day: 4,000 Dick Johnston Type: III 19015 36TH AVE, WEST, SUITE C • LYNNWOOD, WA 98036 • (206) 778 -4402 • FAX (206) 775 -9175 Strength PSI 4,565 6,190 6,2.05 valmont communications record drawings communications pole 'RECORD drawINGS 01C0 CITY OFT VC) 4 11 PERMIT CENTER RECEIVED OCT -31991 FRALEY /HOLSMmN '7i' 5e4 '4+u1 1/ 7 . 4 69a AC0119A DC0864A ONO IMP IMO 8' -0" ERECTION DRAWING SEE FABRICATION DRAWINGS FOR ADDITIONAL DETAILS AC0120A t - SPLICE DIMENSION MINIMUM 4' -1.06' DESIGN 5' -0.00' MAXIMUM 5' -6.00' 45 _0" 30' -0 ACO531Z 8EE CC00453 FOR CAGE INFORMATION BASEPLATE FOUNDATION BASEPLA1'E CONNECTION 30.00' 12.00' TAG SEC B MI =� ICE MAX SPLICE 8.00' 30.00• SPLICE CONNECTION 1.00' JACKING NUT (TYP 8 PLACES) PER SPLICE LENGTH • 45' O?• 0.50" DIA SHAF INFO BASE OD TOP OD • 6 • T 4( P • TU 3333' 23,43" 0.313" 0 HANDHOLE COVERS 0.75 " -10 UNC HX NUT GALV A563 GRADE A 0.75' -10 UNC x 6.50' LO CARRIAGE BOLT GALV A394 TYPE 0 0.75' S0 NUT GALV TURN STEP BOLTS UNTIL FRONT EDGE TOUCHES POLE SHAFT POLE STEP KIT NOTES MOMENT ■ 60 SF ■ 15, 258 *N -KIPS VERTICAL ■ 15,767 2 CDOPONFNT If1FJ.ITIFICATION. TAG LOCATIONS ARE INDICATED BY CALLOUTS ON DRAWING. 'TAO MARK' IN BILL OF MATERIAL SHOWS FIRST 4 DIGITS ON EACH TAG. SUBSEQUENT DIGITS WILL INDICATE SEQUENCE OF MANUFACTURER. 3 ANEHBLY ANc ERECT LThEG. SEE VALMONT TRANSMISSION INSTALLATION GUIDELINE I012. 4. BLIP JOINT JACKING FORCE, MINIMUM■250004W MAXIMUM■900004 5 WFIGHT, WEIGHT IN TITLE BLOCK IS TOTAL STRUCTURE WEIGHT EXCLUDING ANCHORAGE. in FINISH. GALVANIZED PER ASTM A -123. PAINT COLOR PER CUSTOMER. 7. SITE. SEA EANDOVER 8. POLE DESIGNED FOR. A. EIA/TIA- 222 -E 90 MPH 1/2' ICE. B. 1- CELLULAR PLATFORM (13.4' FACE) WITH RAILS AND CORNER POSTS 8 68' ELEV. C. 8- BOOMER BCR1O'S MOUNTED ON PLATFORM. D. 1 -6' DIA. 18 GHZ H.P. DISH • 65' ELEV. ABLBEL BILL OF MATERIAL (SHIPPING SEQ. -1 FOR ALL) DESCRIPTION SECTION ASSEMBLY SECTION ASSEMBLY CAGE ASSEMBLY PLATFORM ARM - 6' -3" LS PLATFORM RAIL ASSEMBLY CORNER POST 4' -11" LO PLATFORM ASSY (DCA003Z) SAFETY CLIMBING ASSY (BCA070Z) GROUND LUG KIT (ACO531Z) MICROWAVE MOUNT (BC1 Z) BOLT DIA LONG MISCELLANEOUS ACOO95A PIPE INLET (5 X 8) AC0096A HANDHOLE COVER (5 X (3) AC0097A HANDHOLE COVER (9 X 24) 163475X POLE CAP (25' DIA) HARDWARE SIZE (IN) NUT DESCRIPTION W8MR GENERAL STEP KIT HDGV 50 SCREW 8.8. A410 8 SCREW 5.8. A410 4 HDGV A325 • 38 HDGV A325 • 13 0.63 LOCK HDGV A563 Si. 0.43 FLAT HDGV F436 13 HDGV A325 • 1 0.76 FLAT HDGV F436 1 SAF1YBEL • EXCEPT 76.2 A 8.5 LUBRICATE IN FIELD IF NECESSARY. DUPLICATE DRAWING DISTRIBUTION EK1MIIG flFIl EIM1711a RI(VIOICN OVICRIPIICN irm � NONE I . wEER1o34Sla....maii Z4: -EQLE SPEC VA LMONT U U SEE CC00453 FOR CAGE INFORMATION BCA070Z ATTENUATOR CABLE CABLE GUIDE BELT OD P e/- LANYARD TERMINATOR 30.00' 12.00" TAG 0.50' DIA HOLE MIN SPLICE MAX SPLICE 30.00' SPLICE CONNECTION 1.00' JACKING NUT (TYP 8 PLACES) PER SPLICE RECEIVED CITY OF TUKWILA OCT 4 `I i PERMIT CENTER ARMS SUPPLIED WITH POLE DOOR ORATING SHOW platform mounting detail VALMONT PART NO. VALMONT PART CHANNEL ASSEMBLY - 5 x 6.7 x 12' -10 1/2" ANGLE WITH HINGE - 4 x 3 x 1/4 x 5' -0" ANGLE - 4 x 3 x 1/4 x 5' -O" PIPE BRACKET - 2" SCH. 40 x 2' -5" HINGE PIN - 5/8" DIA x 1' -9 1 /8" ARM MOUNTING PLATE - 3/B x 6 7/16 x 9" ARM MOUNTING PLATE - 1/2 x 9 x 22 1/2" DESCRIPTION HARDWARE SIZE (IN) BOLT BILL OF MATERIAL (SHIPPING 8E0. -1 FOR ALL) LONG MISCELLANEOUS NUT KgUTAMMEOMUNNOM GATE. REY Y STANDARD p CE L U AR P LA TFORM CI A 00 GENERAL LOCK FLAT BEVELLED CAP SCREW "W "WASHER FLAT FINION HOOV HDGV GV HD HDGV HDGV HDGV PLT HOOV HOOV HDGV UNIT WT (L08) 134 54 60 105 54 105 54 97 97 43 98 35 29 12 3 7 22 ABTM SPEC A325 A325 A325 A563 F436 F436 A325 A563 F436 F436 A325 HARDWARE PER ABTM EXCEPT PARAGRAPHS 6.5 d 8.5 DUPLICATE DRAWING DISTRIBUTION .cr. '' IEQ_ &ELLQL96_t?L9IE48C1�_49LY9NIZEQ o+ 450 N I L L p 0126 0144 0127 203A 232A ARMS SUPPLIED WITH POLE 0127 GRATING SHOWN CUT AWAY FOR CLARITY. RECEIVED CITY OF TUICWILA OCT 4 ‘6 PERMIT CENTER 'QUANTITY INCLUDES 5X EXTRA • GT' PEI $TI 1' 1 4 4! 1 5 S 5 5 .rr x&& +.wr NONE • 'tea••. VMw,,ffoa!n.o,a��r�+* 'I��o. +"e. REV'BION D1:6CRIPTION 02 -17 -88 `"`lin"1 3', 1.00" J C FILLD ASSEMBLY /ERECTION DRAWING, I. BC10802 343036 0.25 V <0.50 CIRCUMFERENCE MIN U 00// e--202049A 6' -0" LONG - -0.25" 8C10803 LT 8.81" PR BOLT CIRCLE ■ 46.05" S ASSEMBLY /ERECTION DRAWING 343036 — 0.25" \--BC10802 U 0.25(,/ X 0.50 CIRCUMFERENCE M 202049A /� - 6'-0" LONG BC10803 F BOLT 8.81" PROJECTION 1 0 BOLT CIRCLE - 46.05" DIAMETER DUPLICATE DRAWING DISTRIBUTION W RE DATE 1054Atn . REV NOTES 1. V— NOTCH. INDICATES CENTERLINE FLAT #10. 2. MARK LAST FOUR DIGITS OF ASSEMBLY 0453 ON TOP CAGEPLATE AFTER ASSEMBLY. OCT it 1 l . PERMIT CENTER REVISION DESCRIPTION RECEIVED CITY OF TUKWILA owe suet—G_ CLAM CON ll1.-0— MATERIAL THICKNFC JEWEL 09/26/91 MAL VALMONT PART Na BC10802 BC10803 202049A 343036 BILL OF MATERIAL (SHIPPING SE0 ■1 FOR ALL) DESCRIPTION TOP CAGEPLATE BOTTOM CAGEPLATE 2.25" BOLT 2.25" NUT A563 QTY ASSY 1 1 B 16 'n'TCeCQWQUQ @C i0eQ99o90496E OTMU eree CL/411 Mo. a) 444 VALMONT UUMITIMWTIIII4 D VALL,91 11 3 1"I 1 t000 U.S W I ANCHOR BOLT ASSEMBLY 100004531 16.28" 23.02" HOLE LOCATIONS BOLT CIRCLE m 46.05" DIAMETER DUPLICATE DRAWING DISTRIBUTION 23.02" 16.28" 10590 91 BC 108011 I U.S. WEST TYP 13.95" 52.05" REC CITY OF OCT PERMIT 1 ONO 6I TY . w REV DATE REV CHK BY REVISION DESCRIPTION cUctaa 16.28" 23.02" HOLE LOCATIONS BOLT CIRCLE m 46.05" DIAMETER DUPLICATE DRAWING DISTRIBUTION 23.02" 16.28" 10590 91 BC 108011 I U.S. WEST TYP 13.95" 52.05" REC CITY OF OCT PERMIT 1 ONO 6I TY ID 10590 -91 23.02" 16.28" BC10801 BOLT CIRCLE = 46.05" DIAMETER DATE REV SY 15.97" TYP DUPLICATE DRAWING DISTRIBUTION REVISION DESCRIPTION MIMS U.S. WEST 13.95" TYP 52.05" TYP RECEIVED CITY OF TUKWILA ii 4 '��� PERMIT CENTER owe &I2 850# PAT 09/26/91 24.00" DIA VALMONT PART Na 1620194 OTHER SPECI('ICATIONS M -1 NON 1 AWA MEIN MAL 2.63" DIA HOLE (8 REGO) 1.00" R 4.00" DIA DRAIN HOLES (2 READ) ON 1620194 STAMP THE LAST FIVE DIGITS OF PLATE HEAT NUMBER IN 0.00" LETTERS. SEAL WELD TAG. 1 BILL OF MATERIAL (SHIPPING SEa =1 FOR ALL) peCc zrrION BASEPLATE DESCRIPTION BASEPLATE TAG cuss cope csl ._�__. MATERIAL THICKNESS S -128 1.813" woe CHK CLASS NO (3) 200 VA OTY PER ASSY 1 LMONT„ VALMONT IND1J5T X $. INC. V (. o iIOa4 DRAWING MURDER 8010801 DATE ENGINEER PROJECT JOB NO DESIGN CALCULATIONS 70' MONOPOLE TOWER & FOUNDATION SEA - Andover Site Tukwila Washington For US WEST/NEWVECTOR GROUP, INC. Bellevue Washington PROJECT #910072 WASHINGTON SITE SEA - Andover Prepared By: E. MARK MALOU , PE Sr. Project Engineer Approved By: ROBERT C. HALL, JR. Registered Professional Engineer Washington #16628 RECEIVED CITY OFTUKWILA October 02, 1991 OCT 4 •jy43 i PERMIT CENTER ALPHA TOWER DESIGN INC ENGINEERING CONSULTANTS 901 WATERFALL WAY SUITE 203 RICHARDSON TEXAS 75080 RECEIVED OCY N 3 WI FRALEY /HOLSMAN OCT I �r „CON' fl' w' rinn) DEPT, DESIGN CALCULATIONS 3 1991 SHEET OF /3 MONOPOLE CALCULATIONS 4 4a, Am& &inn, cY%ic., Richardson, Texas. (214) 783 -2578 Sheet 3 of MQNCPCI E DESIGN REVIEW SITE : SEA - Andover, Tukwila, WA. JOB #: 910072 Monopole Height : 70 Ft ?'19Rr POI YATf4 p.AtropH $ 'WO. ,IJC'%IMAM TOP stss. riabow LE PaNtiNION rage . LOADING CALCULATIONS From the 1988 UBC Code, and for this site w a have: Basic Wind Speed = 90 Mph Exposure = 'C Ice Thick = 0.50 In Ce := 1.6 (Table 23G) Cq .= 1.1 (Table 23H) qs := 21.0 Psf (Table 23F) I := 1.0 The Design Wind Pressure is given by: p Ce.Cq•gs•1 (Eq.11.1) p = 36.96 Psf A := 37.0 Psf Use Determine Concentrated Force at Top: Antennas: (8) BCR -10 @68' (1) 6'dia HP @65' Platform w /out Radome © 68'. 68.0 SF +79 SF+ 37 SF = 185.0 Aproj := 185.00 Sf F := P•Aproj F = 6.845.10 Lbs Determine Base Reactions from Wind Loads: J. OVERTURNING MOMENT* H := 70.0 38.2 ODt := 23.43 ft - Monopole Ht in - Dia @ Base in - Dia@Top MOM: =F•H+ H.t'ODO i) +(ODi +1)•i•p. l 2 12 J ii 2 MOM = 7.195.10 ft-I bs Using eVA R3222E requirements, the base OT Moment controls over UBC requirements. Refer to computer printout for details. Use Mom .= 800.6 ft-K - Overturning Moment @ Base 3/13 n •s nr-In sties veWw . inirt, Wiz., Richartlsuri, Texas, (ci'4) r -Inn oo -2578 Ph = 13711.738 Lbs .. 7'1'C V . . Rw _ r Sheet LL UI,1. )I. HORIZONTAL BASE SHEAR: . Ph := F +( l H• (ODb 4-1) +(ODt + 1). 1 .P 2 12 Using EIA RS222E requirements, the base Shear controls over UBC requirements. Refer to computer printout for details. Use Phz := 15.3 Kips - Horiz Shear ill. VERTICAL LOAD: Use Pvt := 15.8 Kips - Vertical Load From 1988 UBC, the site is in Seismic Zone 3, Then we have: Z := 0.300 (Table 231) 1 := 1.00 C := 2.75 (Max Value) Rw := 4.0 (Table 23Q) W : =Pvt Determining the Total Lateral Seismic Force, the Seismic Base Shear is given by: (Eq. 12 -1) V = 3.259 Kips - Seismic Base Shear From above calculations, the Wind Loads Control - USE WIND LOAD REACTIONS FOR MONOPOLE DESIGN CHECK The Monopole is analyzed for the above ioading. Refer to the following sheet for more details on . analysis results. Alpita Youm 01.9mi (9-no. Richardson. Texas 214- 783 -2578 Basic Wind Velocity Specified: Ice Thickness UBC-88 Code Wind Velocity : Antenna Loading : Summary of Analysis : MOMENT @ BASE _ SHEAR @ BASE _ VERT WT @BASE rzg MAX STRESS RATIO = MONOPOLE ANALYSIS.:. MONOPOLE HEIGHT : SITE LOCATION CLIENT NAME JOB NUMBER #91 0072 Program Description: The monopole is modeled for the computer analysis as a uniform cantilevered beam with a fixed support. Monopole is divided into 5' element members and antennae are applied as concentrated loads. The analysis is done in conformance with EIA RS222E Standard. Monopole Characteristics: Pole Height : Pole Taper : Pole Weight : Base Diameter : Steel Yield Strength : Pole Shape : 90.00 Mph "" Control 0.50 Inch 80.00 Mph 8 -BCR10 Ants on Platform @68' 6' Dia HP Dish @65' 70.00 Ft - 0.2200 in/ft 8.65 Kips 38.20 Inch 36.00 Ksi 12sided t 70 FT - Valmont SEA - ANDOVER. Tukwila, Washington US West / NewVector 816.82 Ft -Kips 15.14 Kips 12.11 Kips 0.930 Less Than 1.33 - SATISFACTORY Sheet ? of By: MM Proj Area 148.00 Sq.Ft Proj Area 36.90 Sq.Ft 5h3 Richardson, Texas 214- 783 -2578 MONOPOLE HEIGHT SITE LOCATION . JOB NUMBER MONOPOLE ANALYSI$;_aontinued). Monopole Wind Loading: Memb I TopElev Ft 14 70.00 13 65.00 12 60.00 11 55.00 10 50.00 9 45.00 8 40.00 7 35.00 6 30.00 5 25.00 4 20.00 3 15.00 2 10.00 1 5.00 base 0.00 C 70 FT - Valmont SEA - ANDOVER, Tukwila, Washington #910072 Thick _all_ Q.D.ice In In In 0.313 22.80 23.80 0.313 23.90 24.90 0.313 25.00 26.00 0.313 26.10 27.10 0.313 27.20 28.20 0.313 28.30 29.30 0.313 29.40 30.40 0.313 30.50 31.50 0.375 31.60 32.60 0.375 32.70 33.70 0.375 33.80 34.80 0.375 34.90 35.90 0.375 36.00 37.00 0.375 37.10 38.10 0.375 38.20 39.20 rage i 'Holz Wind Shear is calculated per E /A RS222Esed232 Sheet CP of ( By : MM j<2_, _ _ S Shear* Kips 1.240 198.8 1.027 1.214 205.8 1.027 7.05 1.186 212.4 1.027 9.11 1.157 218.7 1.027 9.57 1.126 224.4 1.027 10.04 1.093 229.7 1.027 10.52 1.057 234.4 1.027 11.00 1.017 238.2 1.027 11.48 1.000 244.5 1.027 11.96 1.000 252.8 1.027 12.45 1.000 261.0 1.027 12.96 1.000 269.3 1.027 13.48 1.000 277.5 1,027 14.02 1.000 285.8 1.027 14.57 1.000 294.0 1.027 15.14 Mom ft-K 35. 81. 129. 179. 231. 286. 344. 404. 466. 531. . 598. 668. 741. 817. Atpita, Yoam, , . Richardson, Texas 214 -783 -2578 MONOPOLE ANALYSIS: (Continued) Monopole _Wind Loadina: t-age MONOPOLE HEIGHT : 70 FT - Valmont SITE LOCATION SEA - ANDOVER, Tukwila, Washington JOB NUMBER #910072 Sheet .lof By : MM 'Allowable Stress is ca /cu /ated per E/A RS222f Table 5 Membl TopElev Thick O.D. _ D. Mam M/S Fb* Ratio Ft In In In 1n4 ft Ksi 14 70,00 0.313 22.80 22.18 122.4 13 65.00 0.313 23.90 23.28 134.8 35. 3.137 25.26 0.124 12 60.00 0.313 25.00 24.38 147.7 81. 6.562 25.26 0.260 11 55.00 0.313 26.10 25.48 161.3 129, 9.573 25.26 0.379 10 50.00 0.313 27.20 26.58 175.4 179. 12.237 25.26 0.484 9 45.00 0.313 28.30 27.68 190.2 231. 14.609 25.26 0.578 8 40,00 0.313 29.40 28.78 205.5 286. 16.731 25.26 0.662 7 35.00 0.313 30.50 29.88 221.4 344. 18.640 25.26 0.738 6 30.00 0.375 31.60 30,85 283.8 404. 17.071 25.26 0.676 5 25.00 0.375 32.70 31.95 .304.3 466. 18.378 25.26 0.728 4 20.00 0.375 33.80 33.05 325.4 531. 19.571 25.26 0.775 3 15.00 0.375 34.90 34.15 347.3 598. 20.666 25,26 0.818 2 10.00 0.375 36.00 35.25 369.9 668, 21.676 25.26 0.858 1 5.00 0.375 37.10 36.35 393.3 741, 22.614 25.26 0.895 base 0.00 0.375 38.20 37.45 417.3 817. 23.489 25.26 0.930 7/,3 a. 11011/1 & ic�� , 311c., Richardson, Texas. (214) 783 -2578 Sheetiof f 2 ) ANCHOR BOLTS CHECK: (a) 2.25" x 7 1" anchor Bolts @ 46.0" Bolt Circle A -615 12 F c o ' = Mom • 46.0.3•.75 F c o = 92.823 Kips Anchor Bolt Capacity is: AB cap := 3.976 ..8 .0.6.100 AB cap = 190.848 Kips AB cap > F op ! OK! Ld provided = 62 in < Ld required, therefore use the bottom plate supplied at the end of the anchor bolts to provide bearing capacity in addition to bond strength. From the analysis. THE MONOPOLE IS SATISFACTORY FOR THE PROPOSED LOADING, FOUNDATION CALCULATIONS 913 "7&. geg Att, aaa-n, :-Yrz., Richardson, Texas, (214) 783 -2578 FOUNDATION DESIGN: From above calculations, the Wind Loads Control - USE WIND LOAD REACTIONS FOR FOUNDATION DESIGN SOIL PARAMETERS Allowable Bearing Capacity: Bc = (0.33 x Depth) / Dia. Pier (TSF) Bc < = 3.33 TSF Sheet.(? of The Soil parameters are based on Geotechnical Report prepared by RZA -AGRA Engineering,Inc, dated Sept 20,1991.with the following allowables: Pp a := 350. Psf /ft - Allowable Passive Pressure (equiv fluid pressure per depth) from 0' -16' depth. Pp b : = 200, Psf /ft - Allowable Passive Pressure (equiv fluid pressure per depth) from 16' -45' depth • i. l it, Xt.c., Richardson. Texas, (214) 783 -2578 Sheet.Lof • PIER DESIGN Design Pier as a RIGID PIER. From Base reactions, Lateral Resistance will control design. For ease of fit of the Monopole base, Use a 5' -0" Dia Pier. We have the Following: (refer to figure) Then: Then: Ph := Phz• 1000 Lbs - Horiz Shear Mom + 0,5 Phz A 25.0 ft - Depth of Pier d := 5.0 ft - Dia. of Pier The Maximum Lateral Pressure is given by: S1 12•Ph•c 6•Ph A A•d Ref: Transmission Structures (NAVFAC) Rigid Piles - Concrete Footings Formula 103 -077 Si = 3838.1 Psf We have the following: b 2•Ph•(A +2•c) 2•Ph +S1 •A•d a =A - b • S1 S2 ' - a 2 4•A •b Pbr¢ Pvt• • 4 o = tiasa44 a= 17.166 ft S2 = 1443.8 Psf Pbrg = 804.7 Psf Ht of Load Application "11 • At Mira �t kOWi ,e w ic., Rihhwdson, Texas, (214) 753 -2573 Bo » Pbrg - Ok Checking Against Allowable Soil Pressures, we have: USE 5' -11" Dia X 25' -6" Drilled Pier @ Depth a/2: . Ppl Z Ppl = 3004.1 Psf > S2 - OK r Sheet ' =01 @Depth A: Pp2 := (A- 16) °Ppb +16 °Pp Pp2 = 7400 Psf> S1 - OK From Above calculations, PIER CONFIGURATION IS SATISFACTORY LI.t I'L.71,.,E MAN, VIEW l�I� /4N Pr 6 • CHAIM pi,.,INATIO'N 104 GIECT ION MIA QI u JIM n, I QAa7, c 1-r) r Uu - c.� I v D;..i.•.r.i..r.n Tnv.�.. / ')1 Al 701 r)1 7Q isr etagialtaprik The Maximum Moment in the Pier is given by: MOM KV OWLS CPO TO OWN PIER REINFORCEMENT M := Ph• +a • 1000 M = 1070.89 ft-K Using a 32 Bar pattern for reinforcement, and the simplifying assumptions as shown in figure, we have the following: al := 1.76 dl := 53.0 in For #8 Bars: Ab8 := 0.79 in "2 The Resisting Moment is given by: Mr := 11•Ab8•al•dl For #8 Bars: Mr = 810.6 ft-K For #9 Bars: Ab9 := 1.00 in "2 The Resisting Moment is given by: Mr := 11'Ab9•al'd1 Mr = 1026,08 ft-K Moment is calculated very conservatively USE (32) #9 Vert. Bars 4` -6' Dia TIE SPACING: lie Spacing ( Top itieot: Min ( 8 Db. 24 Dt, 0.5 D ) = 8 in Length Roqu: Max(1 /6 A, D)= 5 ft Remaining Length, Tie Spacing: Min 061lh 4501 1120) = 16 in USE #4 Ties @ 8"O.C. for Top & Bat 5'0• & 16" O.C. fear rnrn,ininn I ennfh I .maul 1 ? vI� C hnni ..i Using #4 Ties, From UBC -88, sect. 2607.3.B, seismic Zone 3 : 3//, DATE ADDRESS * * REVISION SUBMITTAL * * 911T1, 1 PROJECT NAME Lt S L- ST CONTACT PERSON Q (-4. 1,014 :'f icam Sry► ARCHITECT OR ENGINEER �('U) e,/ • c> /sy i G PERMIT NUMBER 48 ( b PLAN CHECK NUMBER TYPE OF REVISION: C'1) e Cct +o r teviot, ca c 0 + 0 s f " we 1 O. ( t4 ,3T5 cly-c 4v 6) Ov• dx` ce p' CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (If previously issued) fa C cry cc•U+6 vt5 I Jo.g+ OA ne).9 / -02 /I RECEIVED CITY OF TI IKWILA NOV 8 1991 PERMIT CENTER PHONE f7 7 "` 391, rct L to i 1.0 VI v1 , Mt oaf v■ he moo e9 ( atP r PV►crYA.4•q ; 4 're-12(A ; r S 116C5r ayy ,41 C_ ►✓1 i C 4. ( , uV1 CO PO C SHEET NUMBER(S) o 6A6. "Cloud" or highlight all areas of revisions and date revisions. SUBMI'I'1'ED TO: PO:t0 L 5.00 t RQcp 4l Lfl a. •i . TO: FILE, PERMIT NO. 6816 MEMO ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FROM: R.S.B. DATE: November 14, 1991 SUBJECT: REVISIONS TO APPROVED PLANS THE FRAMING INSPECTION WAS NOT APPROVED ON THIS PROJECT ON 6NOV91 BECAUSE THE CONSTRUCTION WAS NOT DONE IN ACCORDANCE WITH THE APPROVED PLANS. PAUL WHITTLESEY SUBMITTED REVISED PLANS ON 8NOV91. ON 14NOV91 I REVIEWED THE REVISED PLANS AND FOUND THE FOLLOWING: 1. THE INSTALLATION OF THE TWO AIR CONDITIONING UNITS WOULD EXCEED THE 3.4 BTUH /SF THRESHOLD WHICH WOULD ALLOW THIS AREA TO BE CONSIDERED AN UNCONDITIONED SPACE. I CALLED PAUL AND INFORMED HIM OF THE REQUIREMENT TO PROVIDE THERMAL INSULATION FOR THIS SPACE IN ACCORDANCE WITH THE PRESCRIPTIVE REQUIREMENTS OF THE WSEC. HE AGREED TO INSTALL FURRING AND R =11 INSULATION ON ALL EXTERIOR WALLS, AND .__HE WOULD AN ADDITIONAL LAYER OF R-19 INSULATION TO THE EXISTING LAYER AT THE CEILING. SINCE HE AGREED TO DO THIS I WOULD SO NOTE ON DRAWINGS AND APPROVE THIS METHOD OF COMPLIANCE WITH THE ENERGY CODE. 2. THE 2X8 CEILING JOISTS ARE NOTED AS SPANING 19' -3 ", THIS IS ALLOWABLE PROVIDED THAT THE STRESS GRADE OF THE LUMBER USED IS AT LEAST HEM - FIR #2. RED LINE NOTED ON REVISED PLANS. 3. THE QUESTION OF GENERATOT ACCESS FOR REMOVAL OR REPLACEMENT, WAS RESOLVED BY THE INSTALLATION OF A 4'WIDE DOOR TO THE GENERATOR ROOM. THE SPECIFICATION SHOWN ON THE PLANS INDICATE THAT THE GENERATOR IS 3' WIDE AT ITS MAXIMUM WIDTH. THE MAX. LENGTH IS 7'- 5--1/4" AND THE INSIDE DIMENSION AT THE DOOR IS 8' -0 ". THIS SEEMS TO WORK ON PAPER, ALTHOUGH IT SHOULD BE FIELD VERIFIED. 4. MECHANICAL PERMIT HAS BEEN APPLIED FOR AND IS PENDING KEN'S REVIEW AND APPROVAL. PERMIT NO. 6816, U.S. WEST November 14, 1991 PAGE 2 GIVEN THE FACT THAT THE MAJORITY OF THE REVISIONS WERE THE RESULT OF FIELD REDESIGN BY THE APPLICANT AND PROCEEDING WITH THE WORK PRIOR TO SUBMITTING THE REVISIONS FOR APPROVAL AN ADDITIONAL PLAN REVIEW FEE OF $15.00 SHOULD BE CHARGED. COMMENTS: Gc.' A �' - " yi pe o ns nn: / .- - jam.�� / e . A, 0 / S 40-z+i7 -, z,n=,-. 41,(/1•73 / .t-, ce .t! !oi S GT l��^., / .b .., .� ___ ' r''.e . 21j .--- l-' G s 42 h a ae s h . Dat Called: / ' 4& C-e-? +fJ / J r0i / Special Instructions: LO 5 Qyfi s ' - 2Qh r e-e-17 47Lr W. I Caen, .rele,_ 1.4,e 4, .,- c"6, - ,7 ? Sy L / i -4,./-, s t c & /./1, 6 / Z- r!, L-_0') -eti...,e -t�l` r Project: U. Gc.' A �' - " yi pe o ns nn: / .- - jam.�� Address: Dat Called: / ' Special Instructions: LO Date Wanted: / ! f"—' 4 ?/ 0 P.m. Requester: ! may /.l C.- Phone No.: G L f 7 ' 97 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. ,K, Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Dale: Dale: j /4 6814 PERMIT No. (206) 431 -3670 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON Plan Check #91 -424: US West 574 Industry Dr PHONE 1$ (2061433.1800 THE FOLLOWING COMMENTS BUILDING APPLY PERMITDNUMBER.QP OF THE APPROVED 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 3. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 4. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project and permit ._number _of... the_ project . being inspected. 5. All structural concrete to be special inspected (Sec. 306, UBC). 6. 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. Gary L. Van Ousels, Mayor "X" REQUIRED INSPECTIONS PHONE DATE APPROVED APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 R 10 Wall Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL lnsp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 F 17 BUILDING FINAL 431 -3670 ITY OF TUKWILA BUILDING PERMIT INSPECTIbN RECORD (Post with Building Permit In conspicuous place) Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 574 Industry Dr SUITE NO.: BUILDING L(2 B I PERMIT NO. DATE ISSUED: 0_3) \-9 PROJECT: US West CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE, 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 undersiab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 00/14/90 FCAN REVIEW COMM TS Plan Check No.: qt 424 Project: �� • LL REQUIRED INSPECTIONS 0 No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building Inspection. Copies of all special inspection reports shall be submitted to the Building Division In a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for Inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final Inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 17. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the Job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special Inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wail Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney X 7. Framing 8. Insulation 9. Suspended Ceiling X 10. Wall Board Fastening 11. 12. 13. X 14. Fire Final 15. Planning Final 16. Public Works Final X 17. Building Final FCAN REVIEW COMM TS Plan Check No.: qt 424 Project: �� • LL REQUIRED INSPECTIONS 0 No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building Inspection. Copies of all special inspection reports shall be submitted to the Building Division In a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for Inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final Inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 17. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the Job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special Inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. Dear Sir: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #91 -424 (512) Re: U.S. West - 574 Industry Drive Gary L. VanDusen, Mayor October 9, 1991 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All. Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 3302(d)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12,104h) Exit hardware and marking must meet the requirements City of Tukwila Page number 2 FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor of Uniform Fire Code Sections 12.104 & 10.402(a). Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108) 3. All modifications to fire alarm systems shall have the written approval of the Tukwila Fire Department. No work shall commence without approved drawings. (City Ordinance #1327) (UFC 10.301) Call the Tukwila Fire Department at 575 -4404 for approval of any system shut down. Have job site address, name, and the Tukwila Fire Department Job Number available to confirm shut down approval. (UFC 10.301) 4. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEC 70) (UFC 85.101) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) 5. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of.< ,( (Z' iItIllr ( i I III 'll 1 l�1 ILr 21 ilr Ill Ili 31 rll I 1 I lilr r�ir "fIi ilr�r�i 1I 1 151 1 6I Now ZF R T 1t i 6 8 G 8 S � hilf i11i� ihi�� > t it i 1> h�11111�1 ii1111i� 1 i irirli i i l 111111ti 1i►i ii t�i11iii3 E 11111111 AREA MAP SITE PLAN SCALE: 1" 40 ? - 0 I NOUST1 2 -Y VNO • SWUM ;1:4•44 Inestllt ceims PARK S1S2T 1Si SI 140 f , -43° 0S sue sr VICINITY MAP RAINIER` 1 a 10? St . T P1 PR Race ST a 4 .1p RIOG 1. eF ° g oy .041.14 o • .; (p�jor1. S 04 ST eSiY. 4 SKYWAY PAR S . 1)1 ST .n BRYN MAWR EsLt.)4. 8 Z G. Coulai Memo,io( n ONO Part f J1DEXOF DRAWINGS 1 SITE PLAN & GENERAL NOTES 2 FLOOR PLAN & ELEVATIONS 3 ENLARGED FLOOR PLAN & SECTION LEGAL DESCRIPTION EL A -1 ALL ALL OF LOTS 1 2 AND 3 OF ANDOVER INDUSTRIAL PARK NO 5, SEPARATE PERMIT AND APPROVAL REQUIRED 83 OF PLATS PAGES 22 AND 2 AS PER PLAT RECORDED IN VOLUME I RECORDS OF KING COUNTY THE LAND REFER RED TO IN THIS COMMITMENT IS SITUATED IN THE 'STATE OF WASHINGTON, COUNTY OF KING AND IS DESCRIBED AS FOLLOWS: THAT PORTION OF THE NORTHWEST QUARTER • OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 21 NOR RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTO DESDCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE N 69636O DRIVING INSTRUCTIONS COUNTY KING S TAT E WA I -465 TO INTtRURBAN / WFST : ■VALLEY HIGHWAY SOUTH - i IN TI:RURBA STRANDER BLVD., WEST ON SRANDER BLVD. TO ANDOVER PARK EAST , ON ANDOVER PARK EAST TO INb11STRY DRIVE. WORK THIS PERMIT: ERECT NEW 70 FOOT HIGH STEEL MONOPOLE FOR CELLULAR TELEPHONE COMMUNICATIONS AND MAKE TENANT IMPROVEMENT MODIFICATIONS TO SPACE 566. I understand that the Part Check appreWilS are subject to errors and omissions and approval of plans does not authorize the violation elf any adopted code or Ordinance. Recelpf c f Confroefdt'g copy of appr w e t s 0.1 1 Perth No- ...c N TU` SO.ITN DRAWN 'BY: DATE: 5 - 09-91 RECEIVED ' rre T uKWILA OCT 41991 PERMIT CENTER a. m 0 ce co CIrt; cc 'It _ao Cc 0 :: z 4- u >Wz W LU illi to- 472 PP.�, W� F- .- w co I.0 C ita DIESEL CXI-IAUST PLNLET kAT1 Ot\I T 4I OLI Cr I -t WALL MoHopcD1 I: JJ IIC_f[=11ri - CIS X 81.0" PAJIEL ANTEr.II.IAS C3 CACI 5IDL: OF FLATFDRM) (3) FUTURE' A 1TE.IKIAS, TYPICAL, FLATFO1 HoHopot. NORTH MOKIO PO taxis r. LEG. p--t. - TRUE UOF:TN ELT FIL�'COPI I understand that the Plan Check approvals are subtect to errors and omissions enyt approv41 of p►a »s does not authorize` fho vtolatiotl Of e,. adopted code or ordlnanco, (receipt of r~( ifredf r'§ copy of pprov . , lens aeknowitgd, a .... .. arf - "'"' + ���� . ... /.F+i'.... /r..1..r /' ,r„vr „rrrr,771.i CIIY' TLJKWII A N OV •1 11 E ( ITY dF TI IKI IL,A SA) ' "� 1 J ar °V $ II_ n ING i� IVI. •' P 11h f=1�r E a. n 0 cc c o ��o w c Z 01z H P , J O O c LEI z ` > c/) J F- L!i : 6;: " ; Cr JZ r N CO III o .I `;' 'A J CO m.■ DRAWN BY: L. � ILiliit :� tI �� il 111111 11111 1111111 'I'li rI'f'I' Ifl�i il�lili�'I�l1 � 16 j.. N o.10 a ...�..:.,. f L. Tri r� Iliilil� �III��IIi irIllli�llillii�i IIII�IIII Iiilii�i IIIIfIII� IIII�I IoD - >I5.00.4-944-11" (3p%1—r TI - rep ft. 'SGT oH E _ya /`Pow r vrrt�l No:lt - �� HvAC• PoR ccou N ONty, UNN 'A R REMOVE EXIST'G. DOORS FILL IN W /NEW IIJALL. REMOVE EXI T WALLS NEW SUPPORT WALL SOUTH WALL. 2x4 STUDS e IGHO.G w�5% TY 1X�i i ,erg EXIST'. WA..L - --- ii�l�ii��il�itiidii �i�l�i�uiiliiiili�liu► tea I' rr1 '�" i Ji rl' � ' 31 41 ' ' 51 ) CI. No.tB (1 IIiriiT GONC. T'IL7 -UP pAPq,5 NUJ W oot ' fl.1p 1444.4. a 0 4)4 a't(/o.G. INrgloi. 5 /E,-rYpa. .I.:J.F . e_ b; e2A . , .. �? „t'rE..Iop G4. -1.. - 2K4'FuMNG 4R it tNSUtaftou 7 X*N Ir76 c:AL 1t4, dN 14I Zq- �TIx� W/i ?`(PE.' A” &I...0 eel, nE it; la1 4 '1 LING OF EXIST'C-,. BALLS in OE REMOVED REMOVE L7OOR BEYOND er FILL III W r ! 't I v i I` Y!i UNIT I N7T.61 -1, . WSW °n ° H '1± ta2Pie. 4 F Ie To I - lNPILL . 1 N . l�.tQL.E: - PT .I/•6 NBN x15 L F.Gr.3 1 I3ol:T3e W /SIMPSON 12.6.10IST HANGER 2/6112. NEW CEILING 2x8 JOISTS �alCn o,c . "Y4 " Gw6 TYPE X zg4. g(.% 4c .4 ' '-=.3 k 1.060 4 — EK:c . 'WALL. NG DIM CITY OF TI NOV 8 1991 PERMIT CENTER DRVVNBY m 0 ce co - 0 I a cc o LU M ® I 0 H MS JW NZ > w = z � NCii w- (ve W in W MW % . M C23 Ell' DATE: 6-21 ci IIT imflliifi o IIiIII fIII J N0 C'1 LIQUID COOLED DIESEL ENGINE GENERATOR 50KW (60 Hz) 50KVA (50 Hz) CONTINUOUS STANDBY ELECTRIC POWER SYSTEM • INNOVATIVE DESIGN 8 PROTOTYPE TESTING are key components to GENERAC'S successful quarter century of "IMPROVING POWER BY DESIGN". But it doesn't stop there. Total commitment to component testing, reli- ability testing, environmental testing, destruc- tion and life - testing, plus testing to applicable CSA, NE MA. EGSA and other standards, allows you to choose GENERAC CONTINUOUS STANDBY ELECTRIC POWER SYSTEMS with the confidence that they will Provide superior GENERAL SPECIFICATIONS Manufacturer._..........._ Revolving ENERAManufacturer._..........._ G Field Rated Output Power__ 50 KVA(50 Hz) .... 50 KW(60 Hz) VOLTAGE CODE 60 Hz Voltage "A" Single Phase._ _ _._... ......_.120/240 "G" Three Phase ( . Broad Range) (See Note #3) 2) _ _ 1 120/2 08 "G" Three Phase " 120/208 "J" Three Phase (Broad Range), (See Note *3) 1 20/240 "K" Three Phase (Broad Range), (See Note • t3).._ 277/480 50Hz Voltage "M" Single Phase . "N" Three Phase (Y"). 220/380 "O" Three Phase ("Y")... .. . ........ .................. ............. ..... .......240 /416 "P" Three Phase (C.T. Delta) ........... 120/240 (Note *1 Not Reconneclable to 480 Volts) (Note *2 "Full Capacity" single & three phase available) (Note #3 "Brad Range", Twelve lead reconnectable to ao voltages) IA GENERATOR SPECIFICATIONS Rotor Insulation Class F Stator Insulation Class F Bearings (Pre-tubed 8 Sealed) 1 Coupling Direct, Flexible Disc Load capacity One Step full load 100% a vottagedip does not exceed 12.5% with recovery to stable operation within 2 seconds. ■ EXCITATION SYSTEM • • BRUSHLESS GENERAC's brushless excitation system provides maaneticatly coupled DC current to the revolving field. The exciter is 8 Pole with battery driven field boost, utilizing a rotating silicone rectifier design, and is mounted outboard of the main bearing for quick removal shourd a serviceprob- lem arise. • REGULATION Excitation is provided by GENERAC's regulator. This advanced de- sign, solid -state system maintains � 1% regulation thro)rghout its operating range. Should an extra heavy load drop the output frequency the regulator automat Ica lly adjusts the voltage to maximize motor starl- ing Capability. As the engine speed stabilizes the regulator provides a constant voltage output. This regulation system provides a continuous monitor out the AC output to insure constant voltage even with changes in the ulation D GENERATOR FEATURES • The generator is a lour pole, revolving field type, directly connected to the engine shaft through a heavy duty, flexible disc which assures per - r i ..nent alignment. • The generator meets temperature rise standards for class "r Insula- tion as defined by NEMA MG1 -22.4 and 'NEMA MG 1 -1.65. Rotor, stator and insulation are impregnated twke with class "F" varnish. • All models have passed a three phase symmetrical shod circuit test to assure system protection and reliability. • During prole -type testing this unit was tested for motor - starting ability by measuring the voltage dip with an oscillograph. • All modets utilize advanced wire-Itarnessdesigntc insure reliable Inter- connection within the circuitry and special rubb:: boots on termination and connection points for environmental protection. • The magnetic circuit, including amortisseur windings and skewed stator design, provides a minimal level of waveform distn:tion and an eiectra- magnetic interference levet. This meets accepted requirements for stern dard AM radio. TV and MARINE RADIO TELEPHONE APPUCAt•IONS. • The voltage waveform deviation, total harmonic content of the "AC" waveform and Y.I.F. (Telephone Influence Factor) have been evaluated to acceptable standards in accordance with NEMA MG1.22. ■ TEST CRITERIA APPLICABLE TO THE SD080 SYSTEM: ✓ PROTO -TYPE TESTED ✓ SYSTEM TORSIONAL TESTED ✓ ELECTRO- MAGNETIC INTERFERENCE ✓ NEMA MGi 22 EVALUATION ✓ MOTOR STARTING ABILITY • SHORT CIRCUIT TESTING ■ SOLID- STATE, FREDUENCY 'COMPEN• SATED VOLTAGE REGULATION. This state- of-the-ad power maximizing regulation system is standard on all Generac models. It provides optimized FAST RESPONSE to changing load conditions and MAXIMUM MOTOR STARTING CAPABILITY by electronically torque-matching the surge loads to the engine. O SINGLE SOURCE SERVICE RESPONSE from GENERAC'S standby distributor group, which maintains parts and service know-how for the entire unit, from the engine to the smallest electroSiccomponent. This insures that you are never on your own when you own a GENERAC ELECTRIC POWER SYSIEM. • ECONOMICAL DIESEL POWER. Low cost operation due to modern Diesel Engine Tech- nology. Better fuel utilization plus lower cost per gallon provide real savings. o LONGER ENGINE LIFE. GENERAC heavy duty Diesels provide Icing and retiable operating life. • GENERAC N.HANUFACTURED TRANSFER SWITCHES AND ACCESSORIES. Long-life and reliability are synonymous With GENERAC'S CONTINUOUS STANDBY ELECTRIC POWER SYSTEMS. One reason for this rugged dur- ability is that GENERAC manufactures its own transfer systems, accessories and controls for total system compatibility. POWER FACTOR KW AND KVA RATINGS • CONTINUOUS STANDBY • 60 Hz Voltage Phase Amps KW 120/240 1 208/Une 50 120/208 3 174/Une 50 120/240 3 150/Line 50 277/480 3 75/Une 50 CONTINUOUS STANDBY - 50 Hz 190/220 1 182/Line 40 40 1.0 220/380 3 76/Une 40 50 as 240/416 3 69/Llne 40 50 0.8 120/240 3 120/L:ne 40 50 as Maximum motor starting KVA at 35% voltage dip: Standard Alternator at 208 volts 110 KVA at 480 volts-155 KVA Optional alternator at 208 volts 165 KVA at 480 volts 24OKVA POWER MATCHED GENERAC 40LIT ENGINE (TURBO- CHARGED) • The alternator Is self-ventilated and drip•prooi constructed. • system � 1, . . . l p ion." Optional This s tern Incorporates thermal overload protection main -tine circuit breakers capable of handling the tuff output capacity are also available. All of ti.eseprotective systems have been h:lty Mo- lested to Insure reliable safeguards against overload damage. • ` System Torsional acceptability was confirmed during Proto -Type Testing. • ENGINE SPECIFICAT Make GENERAC Model 400T Cylinders ..4 In tine Displacement 48 Uter (244 Cu In) Bore 1 04mm (409 In) Stroke 118n m (485 In) Compression Ratio 19.9:1 Intake Air Turbo Charged Number of Main Bearings 5 Connecting Rods 4-Forged Steel Rated RPM 1800 (60 Hz) 1566 (5o Hz) Mail Hp at Rate RPM 99 (60 Hz) 82 (50 Hz) Cylinder'Head Cast Iron Pistons 4 Aluminurrt Alloy BMEP (Brake than Effective Pressure) , Pisten Speed 422M/Min (1386 Ft/M(n) Crankshaft Induction Hardened Steel, Die' Forged • VALVE TRAIN Lifter Typo Solid Intake Valve Material Heat Resistant Steel Exhaust Valve Material Special Heal Resistant Steel Valve Seats Replaceable a ENGINE GOVERNOR Governor, Gear briven (Adjustable Speed) Mechanical Frequency Regulation, No-load to Full load 50% Steady State Regulation 1 • LUBRICATION SYSTEM Tyoe of Oil Pump .... Gear Oil Fitter Full fl aw, Cartridge Crankcase Capacity 10.3 Lllers (10 Ot6.) Automatic Low Oil Pressure Shutdown Standard IN ENGINE COOLING SYSTEM Coolant Capacity 17 Liters 16 Ots.) Coolant Flovi/Min 80 Liters (75 US Ots.) Type of System Pressurized, Closed Recovery Heat Rejection To Coolant 186.060 BTU/Hr. m Autoatic High Temperature Shutdown Standard Wa t t om� n L p Coolant Level Shul -down Standard Pre•Lubed, Self-sealing Type of Fan Pusher System Air Requirements 128m°/M(4500CFM)'(60 Hz) 107m (50 Hz) Number of Fan Blades S Diameter of Fan . 530mm(20.9 In.) Coolant Heater 1000 Watts • OPTIONAL COOLING SYSTEM ACCESSORIES ✓ Radiator Duct Adapter ✓ City Water Cooling System a FUEL SYSTEM Fuel ....... #20 Fuel (Min C 4ane #40) (Fuel should conform to ASTM Spec.) 5 Micron F Injection Pump Bosch, Barrel & Plunger Type Injectors Multi-Hole, Nozzle Type Injection Pressure 220Kg /cm' Engine Type Direct Injection Fuel Une (Supply) 6 .35mm (0.251n.) mp._...._ g Pump Mechanical 5 l Fuel Return Une Fuel Pump. 6.35mm 0.2 Maximum Uft Engine Fuel P 1 M (4d) a FUEL CONSUMPTION 60`Hz Load 25% 50% 75% 100% Gal/Hr 1:2 2.2 3.2 42 Ltr/Hr._.._._ 4.5 • 8.3 12.1 158 III FUEL CONSUMPTION 50 Hz Load 25% 50% 75% 100% Gal/Hr...._..W 1.0 1.8 2.6 3.4 Ur/Hr.................... _ ........ ._.... 3.8 6.8 9.8 12.9 1111 OPTIONAL FUEL ACCESSORIES ✓Fuel level indicator ✓ Priming Tank ✓ Transfer lank ✓ FlexiblA Fuel Unes . E MAXIMUM MOUNTING ANGLE ANY DIRECTION -10° B DERATION`FACTORS TEMPERATURE ALTITUDE 5% for every 10 C above 1.1% for every 100 Meters above 40° C 2500 Meters (2.7% for every 10° F above 104° F) (3.5% for every 1000 FL above 8500 Ft.) `M r 92:00 76.50 59.75 ANCHOR HOLT LAYOUT 50 ICY GENERATOR NOTES 1 50 KW GENERATOR WITH STANDARD ENCLOSURE SIZE 37 1/4 X 89 ,1/4' 2 50 KW GENERATOR WITH 65 DBA AT 21' OVER ALL :.SIZE 46" X 120 1 /4 "x1%' oo.OorCorm.ca«ti Sr! 3 STAB DIMENSIONS AND ANCHOR BOLTS LAYOUT WILL WORK FOR BOTH ABOVE GENERATORS 4 ANCHOR BOLT MUST BE 1/2" AND STAND 2 1/2" ABOVE FINISHED CONCRETE 5 EACH UNIT WILL BE SHIPPED WITH 6 ISOLATORS THESE MUUST BE USED FOR THIS ANCHOR BOLT LAYOUT 6 ALL MEASUREMENT OR CENTER TOCENTER OR BOLTS +---- 24. 25 ---� • EXHAUST SYSTEM p , Max Recommended'Back Pressure kt ss .use Exhaust Flow at Rated Exhaust Temperature at Rated "Output t3m 3 /M(460CFM) (60412)` 454° C(849° F) (601 378° C(713 F) (50 H x) Exhaust Outlet Size 2.5 "N.P.T. (Female) Flexible Coupling Standard • OPTIONAL EXHAUST ACCESSORIES ✓ Industrial Exhaust Silencer •Muffler' ✓ Residential Exhaust Silencer • Critical Exhaust Silencer • COMBUSTION AIR REQUIREMENTS FloW Al Rated Rawer 4.2m'/14I 50CFM) (60 Hz) 3.5m'/M(125CFM) Air Cleaner Replaceable Cartridge O ENGINE ELECTRICAL SYSTEM Battery Charge Alternator 20 Amps at 27.42 volts Starter Motor 24 volt Crank Limiter (Solid State) Standard Equipment Recommended Battery two 12 volt, 90 AN., 24BCI Ground Polarity Negative Battery Rack Standard Battery Cables Standard • OPTIONAL ELECTRICAL 2 4 B 2 ACCESSORIES ✓ Battery Heater ✓ 2 Amp. Battery Charger N STANDARD ENGINE & SAFE 10 Amp. Float Type, Battery Charge System SAFETY FEATURES • High Coolant Tamoera7ure • Battery Tray Auto. Shutdown • Vibration Isolators • Low Coolant level Auto. Shutdown • Low 011 Pressure Auto. Shutdown • Over -speed Auto. Shutdown, (Solid State) • Crank Limiter (Solid Stale) • Oil Drain Extension • Battery Charge Alternator • Battery Cables A ADDITIONAL OPTIONAL EQUIPMENT GENERAC Transfer Systems ((3TS) Enclosure I/ Safe-Guard fre (Locking Type) ✓ Iscchronous Governor • Alarm Relay and Horn Remote Annunciator Panels . w' Main Une Clrotiit Breakers A Alarm System 00441.28 >4 AIR FLOW 1 ' 02/21/91 o` *: GENSLAB WEIGHT: (2353 Lbs.) • 24 Volt. Solenoid Activated Starter Motor • Alr Cleaner • Factory Installed Coot Flow Radiator Fan Guard • Control Console (Soe Page 4) • Turbo-Charged HIES 1- r � _ .. - --- 7.00 (177.91 o' I I I I I I I I � c ° v I I 4 . 7 5 I I ! A dA I I I f12o.7I III ,. i i2 'R7 1 . -� I I I I I I I I I I L ° v °� " -TT wrio II I 27. I I II I1 1LeAx ce rr c ro"I I I I I I I (e9z 1T I 11 IN I I - -- I I --I i I-- - - 1 l (66.41 _ __I.1 25 00 I II II ;1 II If'I �T_I � I II 11 I 11 `II II 1 I II 11 I II II II If I I I 1 1 II II 1 II )I ) 1 1 !I II I 11 °tl 11 fl 1 3.6s a _ i4 t.1 IIAI J 11..1 I (a2.7] L -- _ 1 J ,I (12.7) r1UFFLEIZ re. 501.oa 140n.1.0.0 tan,.0) SCALE: 1/2 as 1' - ON ,/4• ? tlA rrLE.i. M rl(rwr4) 15.00 73.031.03 ( iessro.el 50. (set .21 Is. op 1301.o) . 31.13 3.76 95.3 ro.co (457.21 12.e1 3o 3o (7e9.e) NOTES: I. TO BE WELDED OIL TIGHT 2. CLEAN AND TEST .3. OIL FOG INTERIOR 4. PRIME 6 PAINT EXTERIOR SATIN BLACK 5. ADO PIPE PLUGS TO ALL FITTINGS 6. BOTH FUEL PiCK- UP AND FUEL - RETURN ARE TO HAVE TUBE TO BOTTOM OF TANK AS SHOWN 7. ALL DIMENSIONS ARE 4 .12" (3:OmmJ UNLESS OTHERWISE SPECIFIED 8. TANK MUST BE TESTED FOR LEAKES WITH AIR PRESSURE BEFORE PAINTING 9. INNER TANK MUST BE WELDED_ TO TOP BEFORE THE TOP IS_WELDED TO OUTER TANK 10. TANK MUST BE MARKED WITH MANUFACTURES NAME 0o t.. w7scu.c AI ^ TAN( OCA w 1 • e I ""' .+t 4.a 1916 SEE ACOVE 2.00 (eo.91 e2 Its., CITY 0 TUKWILA APPROVED OCT 't 1991 A``'! BUILD NG DIVISION (3.01 •11 SA. 82152 82I52A 14.75 (374.7) LITERS 306 586 OENERAC CORP. M FUEL IS 00449 TEXACO D!`ESEL 2. FLASH POINT IS 160 DEGREES F (PM METHOD) PER TEXACO'S INDUSTRIAL HYGIENE, TOXICOLOGY, AND MATERIAL SAFETY DATA SHEET DATED 9 -6 -89. COPIES AVAILABLE UPON REQUEST FROM U.S.WEST NEWVECTOR GROUP, CONST. DEPT., 206 - 450 -8150. CiTY OF RECEIVED OCT 4 MI PERMIT CENTER CI. CI: 0D 0 V I C Cl: W 2 W 0 F=-° > Iii z LU W I- w '" V�7 o IU) o-I1I c W CU 23 • Z t ra i l w' IAA DRAWN BY: DATE: 4.15 - 91�• SHEET: � OF q 1 t l l . � I�i l l _I LII ,4 Ii ltlt IiIItI1 t'IIII IIIIIL Itlilllll 111 III111 ►1111 IIIIi 1 1 _1111,,11111111114 pi i 6iiihlllklll Note V 1 4 1m1 1OU NO SCALE PLATFORM W/ (8) BCR -10 ANTS. ELEV. TOP 6.' HP ANT. ELEV. 65' �� - 10' STEEL MONOPOLE PEA'. VALMONT INDUSTRIES, INC. VALLEY, NEBRASKA (REFER NOTES 1 4 2) 111 z 4 17.1. I 1 111 = =' __ 111 -- 11- 11:= III - -I 11 -- v _ f 0 iii - a0 1- d X 4 1m2 PL4 view SCALE: 3/8" 1 5'-0 DIA. ■ 1m3 ELEVATION SCALE: 3/8" = 1 O r. 8 ANC+ -IOR 1 4 VALMON T, POLL MANUFACTURR 46" DIA. BOLT CIRCLE �— - SLOPE TO DRAIN —8 ANCI -iOR }BOLTS X31' VALMONT, POLE MANUFACTURER CI-IAMFER -FINISH GRADE 3 *4 TIES g4 " O.C. TOP 4 I3OT. . c, u �lil�:����l►i� I �I � 21 � ' � 1 41LI51 �I�I�I�����I� No.18 Cv . °4'. 11i4iiiI I1ii�IIII Ilidit � f1111111I l � I II ' -O PIER DIA. Imo SOCTION1 NO SCALE PIER FOUNDATION e DETAILS GENERAL NOTES 1. 70' STEEI MONOPOLE HAS BEEN DESIGNED FOR ANTENNA LOADING SHOWN /OR A BASIC WIND SPEED ` OF 90 MPH, WITH 1/2" ICE, EX- POSURE ' ~', PER 1988 UBC CODE REQUIREMENTS AND EIA RS -222 -E STANDA.FS. 2. MONOPO.F HAS BEEN FABRICATED PER DRAWINGS NO. DC0864Z,, JOB NO. 1059041 FURNISHED BY VALMONT INDUSTRIES, VALLEY, NEBRASKA, DATED 0 127/91. 3. FOUNDA "ION HAS BEEN DESIGNED FOR 70' MONOPOLE TOWER BASE REACTICNS FOR BASIC WIND SPEED OF 90 MPH, EXPOSURE "C PER UBC -88/El RS- 222 -E: DOWN = 15.3 KIPS I-IORIZONTAL = 15.8 KIPS MOMENT = 800.6 FT -KIPS 4 ALL CONRETE WORK SHALL CONFORM TO ACI 318 BUILDING CODE REUIREMENTS FOR REINFORCED CONCRETE. ALL STRENG E SHALL L 3,00( HAVE PSI A MINIMUM 28 DAYS COMPRESSIVE -I 5. ALL REINFORCING STEEL BARS SHALL BE DOMESTIC, NEW BILLET S "EEL, ASTM A615, GRADE 60, EXCEPT #3 BARS MAY BE GRAD 40. REINFORCING SHALL BE DETAILED AND FAB RICATED IN ACCORDANCE WITH "MANUAL OF STANDARD FOR DETAILING, REINFORCED CONCRETE ". (ACI 315 -80) 6. CONCRETE COVERAGE OVER ALL STEEL SHALL CONFORM TO ACI 318 RJILDING CODE MINIMUM REQUIREMENTS AND AS SHOWN CN STRUCTURAL DETAILS. 7. CONDUIT �ETCF TO I S O TAR ING DEXCAVOUND PIPhS, CABLES ATION. 8. PIER HOIE SHALL BE DRILLED PLUMB AND TRUE. A TOLERANCE OF 6 'INC}I IN 10 FEET OUT OF PLUMB WILL BE PERMITTED. 9 INSPECT 30TTOM OF EXCAVATION PRIOR TO PLACING STEEL CAGE AND CONCRETE TO INSURE NO LARGE AMOUNTS OF LOOSE DIRT OR FOREGN MATERIAL' REMAINS. 10. .RY CASING IS REQUIRED FOR PIER HOLE TO AVOID COL - LA SE AI`D ALLOW PROPER CLEANING AND INSPECTION DUE TO PRESENCE OF GROUND WATER. REFER TO SOIL REPORT. 11. ALL 'REINFORCING STEEL_ SHALL BE TIED AND PLACED INTO A CAGE PR OR TO SETTING INTO POSITION IN EXCAVATED HOLE. SPACING DEVICES SHALL BE USED AS REQUIRED D PIER UIRED TO MAIN- TAIN THE SIDE CLEARANCE BETWEEN THE STEEL CAGES AND THE PIER' `WALL. 12. ALL ANCHOR BOLTS SHALL BE FURNISHED BY THE TOWER MANU- FACTURER. ANCHOR ;BOLTS SHALL BE SET WITH TEMPLATES, FUR - NISHED BY THE TOWER MANUFACTURER. TEMPLATE MUST BE SE- CURELY DOUBLE =NUTTED TO ANCHOR BOLTS DURING CONCRETE INSTALLATION. AND MUST BE LEVEL +1- 1/2 INSTALL TEMPLATE WITH SUFFICIENT SPACE 'BENEATH TO PERMIT FINISHING OF CO.0 CRETE AND TO FACILITATE TEMPLATE REMOVAL PRIOR TO TOWER ERECTION. 13. GROUT FOR BA SE PLATE SHALL PRE -MIXED NON - SHRINK GROUT OR AN APPROVED EQUAL NI MIXED IN STRICT ACCORDANCE N CE WITH MANUFACTURER'S SPECIFICATIONS. GROUT SHALL BE PACK UNDER LEVELED BASE PLATE NOT LESS THAN 1 Ur IN THICKNESS SO AS TO PROVIDE FULL BEARING UNDER BASE PLATE. T EXCAVATION WITHIN 6 HOURS 14. CONCRETE SHALL BE PLACED INTO EX OF EXCAVATION WITH THE USE OF A CHUTE OR HOPPER DEVICE TO DIRECT THE CONCRETE TO FALL WITHIN THE CENTER OF THE STEEL CAGE. CONCRETE SLUMP SHALL NOT BE LESS THAN 5" NOR MORE THAN 6 ". CONCRETE SHALL NOT BE ALLOWED TO HIT THE STEEL CAGE WHICH WOULD CAUSE SEGRATION OF THE MATERIAL. 15. FOUNDATION HAS BEEN DESIGNED FROM DATA TAKEN FROM THE SUBSURFACE EXPLORATION REPORT PREPARED BY RZA-ARGA EN -„ GINEERING, INC. KIRKLAND, WASHINGTON DATED 20 SEPTEMBER 1991. 16. CONTACT* THE ENGINEER CONCERNING ANY CHANGES IN THE INSTALLATION DUE TO ANY DIFFERENCE OF THE ON SITE EXISTING CONDITIONS. *4 TIES REFER PIER ELEVATION FOR SPACING LAP PER ACI RECEIVED CITY OF MORA OCT ° 81991 APPROVED OCT _41991 1) BUILDINu , VISION FRALEY /HOLSMAN RECEIVED CITY OF TUKWILA 0C1 4is1 PERMIT CENTER O'4OO 4 FOUNDATION SE-Ov SITE ruKwa.a, wasNiNC,ro•