The URL can be used to link to this page

Home My WebLink AboutPermit B96-0069 - LENIHAN DISTRIBUTION RAMP - OVERHEAD DOOR, DOCK LEVELER AND EXTERIOR RAMPCity of Tukwila c (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B96 -0069 Type: B -BLDG Category: ACOM Address: 18200 SEGALE PARK DR B Location: Parcel 4: 352304 -9119 Zoning: M -2 Type Const: III -N Gas /Elec: Wetlands: Water: TUKWILA Contractor License No.: LAPIALP055MZ Status: ISSUED Issued: 04/29/1996 Expires: 10/26/1996 Type of Occupancy: WAREHOUSE Slopes: N Sewer: TUKWILA TENANT LENIHAN DISTRIBUTION RAMP 18200 SEGALE PARK DR B, TUKWILA WA 98188 OWNER LA PIANTA LTD PARTNERSHIP Phone: (206) 575 -3200 PO BOX 88050, TUKWILA WA 98138 CONTRACTOR LA PIANTA LIMITED PARTNERSHIP Phone: 206 575 -2000 P.O. BOX 88050, TUKWILA, WA 98138 CONTACT STEVE NELSON. Phone: 206 575 -2000 PO BOX 88050, TUKWILA WA 98138 ************************************** k****** * * * * * * *•k * * * * * * * ** * * * * * * * * * **** Permit Description: ENLARGE OVERHEAD D00R RELOCATE DOCK LEVELER AND BUILD EXTERIOR RAMP TO PARKING LOT. SETBACKS Units: 00.1 11 Front: .0 Back:. .0 Buildings: 001 Left: .0 Right: .0 Fire Protection: SPRINKLERED UBC Edition: 1994 Valuation: 6,750.00 Total Permit Fee: 210.34 ****** k*****.******************************* * * * ** *** * * * * * * ** * * * * * * * * * * * * * ** 4:- 35 __ ij:q (p Permit Center Authorized Signature Date I hereby' certify, that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this ,rj ding pe •mi Signature i' Print Name : C. Date: 4 Z %•- 2z* Title: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. DE >: DATE IN . DATE> APED • ., ._.- ' ' .REQUIREMENTS / COMMENTS - ,Plan Review Meeting 3 ry - Rp � 2 )Jc9 1 ' I n q V/ NIT. ')DI BUILDING - initial review 3 2 yet to � /_ 3 / ..7 /t% R. (ROUTED) CONSULTANT: Date Sent - Date Approved - 3RD NOTIFICATION O FIRE N A' A BY: (init.) %-: IREPROTECT ION : Sprinklers Q Detectors OwA - IRE DEPT. LETTER DATED: INSPECTOR: .NIT: O PLANNING q 4i ZONING: pAR /LANDUSECONDITIONS? QYes 0 N IEFERENCEFILENOS.: INIT: MINIMUMSETBACKS: N- S- E- W- WORKS oo UTILITYPERMITSREQUIRED? Q Yes pNo UBLICWORKSLETTERDATED: INIT: BUILDING - final review 24 cl(p 1TYE OFCONSTRUCTION: CERT.OF000UPANCY? QYes , KNo UBC EDITION (year): 1951' INIT: $BUILDING OFFICIAL 4/04/616 (.))0 lq(, INIT: AMOUNT OWING: ` CONTACTED , , t .. • • �')iz,..►:: \ � • / Jot /, 6 DATE NOTIFIED I " l r I n q V/ BY: / / (init.) M. 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER CITY OF TUKWILA Department of Commv,,,ty Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PROJECT i h e j31,s - ri bu+i Ofl Pomp SIT ADDRESS SUITE NO. CO le , JDr a INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system 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 ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. REVIEW COMPLETED 02/15/96 SITE ADDRESS SUITE # j kzoo Segwrc 90,- 'fir%ve " VALUE OF CONSTRUCTION - $ 6, 76 OD PROJECT NAME/TENANT 2cni 11 cc-. 0 5‘\ -;\-,L-t R►4.v- -r i v ASSESSOR ACCOUNT # 36'a30q -, 1 /y' (commercial) L) Demolition (building) 0 Other Q a-vi e TYPE OF U New Building L] Addition Q Tenant Improvemen WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: ''-v7 /cA.,‘,,.4 0 VEJ. t cl o (T(C 1 Y'e /ve G..4-c at tzek 1e vet c -VL t---, i I a e X ems-► 6a. v- cam. v-1,0 h Q ig-- -'IL i H g 1 of BUILDING USE (office, warehouse, etc.) LU Y4} --el OL. NATURE OF BUSINESS: Ill) AC E co L.N.;r n —� WILL THERE BE A CHANGE IN USE? Z No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: a32 /� /46 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 3 Sprinklers 0 Automatic Fire Alarm System PROPERTY OWNER \...c.... PC �� ,;r,•A. ,_c/ 7 4, ..5 PHONE ,t5 ..... ? 5 _ Z000 ADDRESS pv � CDX 88 7�-,lc l4.. ZIP I3g CONTRACTOR c. / P., I PHONE ADDRESS U� a& vSZ0 �t�lac,�.�;, c..., ZIP qir I3S WA. ST. CONTRACTOR'S LICENSE # L 4 pa. A 1- P 055 h EXP. DATE 7-,- 5 ARCHITECT PHONE ADDRESS ZIP . I HEREBY;CERTIFY. THAT I :HAVE: READ :: AND: EXAMINED THIS; APPLICATION AND THE SAME TO : <;: ;BE TRUE' AND :CORRECT,; AND I. AM: AUTHORIZED TO APPLY;: FOR' THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE _\..e V e G U �' • we \. 0nf S D s o DATE 3 -6 - 94 PHONE S75 ZooO CITY/ZIP_ - FL( l PHONE ?g i PRINT NAME ADDRESS rU c � ll CONTACT PERSON CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER :1:1NI•75:1 APPLICATION MUST BE FILLED OUT COMPLETELY BUILDIN PERMIT APPLICATION DESCRIPTION U. BUILDING PERMIT FEE PLAN CHECK FEE. BUILDING SURCHARGE OTHER: • TOTAL - AMOUNT. RCPT • # 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 CommuHi R Building Division at 431 -3670. DATE APPLICATION ACCEPT NI D 3 • 'r! Y OF T[ ArE APPLI TION LIIREC so I 01 ERMIT CENTER W2193 COMMERCIAL NEW COMMERCIAL', BUILDINGS /ADDITIONS, rn Completed building permit application (one for each structure Assossor Account Number Two sets (2) of the following; Specifications • Structural calculations stamped by a Washington •State licensed engmeor " <;: n Soils report stamped by a Washington" State licensed enginee•; - Topographical 'survey:„: Energy stamped by a: Washington'Statelicensed : - engineer or architect Legal description • 11 Working drawings,: stamped by a Washington State licensed architect, which include • Site plan • Architectural drawings" • Structural drawings • • :Mechanical drawings • Elevations • Civic drawings •:Landscape plan :Completed utility permit application (one for entire project) Six (6) sets of civil drawings' NOTE See utility permit application and checklist for specific utility submittal requirements. RACK STORAGE I Completed building permit application Assessor Account Two (2) sets of plans, which include :. Building floor plan showing: • • Entire space whero • Exit doors • Dimensions of all aisles NOTE: Include dimensions of racks (height, width and length), aisles and exit ways on plan. RESIDENTIAL NEW SINGLE - FAMILY DWELLINGS /ADDITIONS Completed building permit application (one for each structure) Legal description Assessor Account Number Two sets (2) of working drawings, which include Tenant space floor plan showing rack storage layout, aisles and exits. Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over). • Site plan �. . (On plan, show closest hydrant location.::: • Foundation plan Include access to building, showing • • Floor plan :. width and o(access) • Roof plan • Building elevations (all views): •. Building cross - suction • Structural framing plans n .Washington State Energy Code data Completed utility permit 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: Addtional topographical and soilsanforrnaton may be required if unique,' site conditions. SUBMITTAL CHECKLIST COMMERCIAL';: TENANT IMPROVEMENTS Completed :building perr n it appl�catlan (one for: each :;.: tenant) Assessor: Account Number Two (2) sots of constructionptans, which include REROOF II 11 11 Site plan • Location Of tenant space • Existing and proposed parking: • Landscape plan (11 apphoable, 1 o, change of use Overall building plan ;Tenant location • Usa of adjacent (common wall) tenant • Overall dimensions.ot building or square footage •Floor plan of proposed tenant space structure.: :Tenant space plan with use of each room labelled • %.'Edoors; egress. patterns New. walls, existing wall, and walls to be demolished. Construction details • . Cross sections showing wall construction and method of :attachment for floor and ceiling Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) NOTE If any utility; work is to be done, submit separate utility permit application and plans.::: Completed building permit application (one for each structure) Assessor Account Number • 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. ANTENNA/SATELLITE :DISHES - Completed building permit application Assessor-Account Number Two sets of plans, which include: Site Plan (showing building and location of antenna/satellite dish) Details antenna/satellite dish and method of attachment Structural calculations stamped by a Washington State licensed • engineer•may be required RESIDENTIAL REMODELS Completed building permit application (one for each structure) Assessor Account Number Two (2) sets of working drawings, which include •.Site plan • • Foundation plan • : Floor plan • Roof plan Building elevations (all views • Building :cross- section •1 Structural framing plans • NOTE: If any utility work is to be done provide utility permit application and plans must be submitted Completed building; permit application (one :for each •Assessor :Account Number .Narrative describing existing roof matenal:b eing removed and material being installed NOTE A certdication letter Is required prior 10 fina! inspection and sign off of the permit GENERA 210.34 TOTAL 210.34 *4k*k •Ak•k *** * *•4k *** *:k his 1 t* *•••1.14 .•l 4c• k•h.K4•A•*k *.: *h*:1t1*hA1 CHECK 210.34 —" TAr10TiI1' CHANGE D.DD a k*•:1 k:lk .4 4* +.:t 4•k •A ,t:i *:4k *:�• • *•k •1 •k �.: CITY OF TUKWILA, WA : tk* k• t, tkskk *k�'c•�•A•k:�:1t.••A:4k*k9e 03/1/96 A , '3 372(iADD0 14.24 TRANSMIT Numk�er : 9 ,�:�( >3E113 Amount: 210.34 03/1.4/ 6 6:3 /•` Payment Method: CHECK !Notation: SEGALE BUS. PK. Init: UP Permit No 096.0069 Type: 0-BLDG BUILDING frEI.HIT Parcel Na: 352304 -9119 Site Address: 18200 SEGALE PARK E)U 13 Total Fees: 210.34 This Payment 210.34 Total ALL Pmts: 210.34 Balance: .00 .4 ** *k *4* * *'*.4 *e4 AA* *A• * *** *:4 *A * *0* * *•k * * A A.* . * * * * :4 *A• *'k ** * *a:4* * * * *^4 *t4* Account Code 000 /322.100 000/345.830• 000/386.904 Description BUILDING - NONRES PLAN CHECK NON12E$ STATE BUILDING SURCHARGE Amount 124.75 81.09 4.50 Project: % Type of inspection: i . fri f ) Address: L D 0,66 < � ` Date Date called: O I O j J 9 (40 Special instructions: 1 wanted: g m. 1 t p .r�f c, Requester: Phone No.: . 6 2 _ 9 q tp INSPECTION RECORD 1 Retain a copy with permit (p v INSPECTION NO. n PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Mlb 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Ig per applicable codes. COMMEDJTTS: Inspector: Date: 9 hco Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 5 G Project: / ,--k) 441 Type of inspection: Address: Date called: 4' /3^44 Special Ins ructions: : /$j � �� Date wanted: / 47 (� �' ` �� a . p.m. Requester: Phone No.: INSPECTION NO. p INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: cct Inspector: a A At,- :r274111-, Date: I $42.00 REINSPECTION 'EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: surera ra b :uw:;c .srdrt."4t irrl.,;.x_- &::.:he C._ r.:}t I SA” ..,:..7:1111e,_^9,111Mi..4.. 1 COMMENTS: Type of i s L �i be dress Date called xZ. A p P (vA g_,_E - r y o u ( P LA ►J cm-AA g Eiv-- 3p # FaT 4 0G s Liss 606E. a_ ) s oLg1to ►J • Phone N o t ..--. taciti4A1,1 b i 1 m� rl t C�/J� Type of i s L �i be dress Date called Special instructions: LATE Pi PLeAs a e w n; Requeste Y_ ` e Phone N o t INSPECTIO NO. _ .SL.. _�.._. .re.k__:.. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 PERMIT NO. Corrections required prior to approval. Inspector: Date: r 1 f 9 to $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: (206) 431 -3670 t' Project: 1...., k- a.)......'.d Type of in Ion: t i■ 6 � � Address) y26U Date calla 1: Special instruction t' 1' 11 � �U • Date wanted: �✓/ZZ1 -1 � a.m. ,� Requester: of> ips,........, .w Phone No.: S-7 S INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I I Approved per applicable codes. PERMIT NO. (206) 431 -3670 COMMENTS: Inspector: \, C (ss...) _.-- Date: G/ Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project, 01/4._ Ar, ' ` FOAAA W Type of inspect • IGx � 7 rr V ,�f , �`` Address: v z Date called: Special instructions: k . ‘r . 1 2(.6D Date wanted: S a.m. C �� fr Requester: p > Phone No.: 5 .7 C CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. I Receipt No.: . w_ INSPECTION RECORD Retain a copy with permit I PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 " ,(20fj) 431 -370 CO c t 2s / f � �1 T Corrections required prior to approval. $42.00 REINSPEC FEE REDUI • ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Projecti _ Type of inspection:„,... Address: 1 g2_6t1,_ / A 6 Date called: Special instructions: W /4/15 g4 - Date wanted: 96/ c a.m. Requester: .41-e-- Phone No.: INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 J Approved per applicable codes. COMMENTS: Inspector: I 1 INSPECTION RECORD Retain a copy with permit S ceo (206) 431-3670 Corrections required prior to approval. 1111■ ••••••• R vh-e-7 4- colid‘., 7 Date: 5"--/ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Address: 18200 EGALE PARK DP 13 Suite: ienant: LEN1NAN DISTRIBUlION RAMP 'Type: B-BLDG Parcel #: 352304-9119 • 44.4-44.A*44*****'4 *****A444**4**4 .44A-44Ar'4 ***-44'4 444444**44444**4'44 4***4 44 4 4 Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer andt.he.-Tulr.wilaBuilding Division, 2. All permits, inspectioniiseoordand.Oppa.v,ed Plans shall be available at the Jok to the- any con- struction. TheseA6ouments:r ae td -,be maine an alned.d avail- able until finajl is 4ranted. Notify the City or,. 'FuIw1a Buildin§ Divi'sjOn Placin9 . .Y - itoncr;ete'.-:, This procedr u'e is in additiOnto any ,,.. requirements for 4 4. All conyupt,ion.-tb ti,e'donela .conformancewith,sapproi:e plan sisind reqUiremerit's of ti:le Building Code, Al9F4- Edityp40 as amended, Uni Mechanical Code (1994: ..,, „ and*a:Shii tnton Statey;peegY: (1994 Edition) ---. Valfdity of Permit jhe isSuance of a permit or plan, 6.6c.ifiCations and Cps4 shall not beycon.L. H2.. , - - - , - . stilded to be a permit - for -or ln lobroval of. any viotation-- , , . ,. .. _ . offily of the, provisions at the building cod or of - ot4er ordinance-of,t4eidrisdictiOn: :No presuMin9-to glve amthorityyto_OOlateor cancel the provisioris O code shall 1:)-, valid, • CITY OF 1UK4 1LA Permit No: 896-006Q Status: ISSUED Applied: 03/14/1996 Issued: 04/29/1996 April 17, 1996 Mr. Steve Nelson Segale Business Park P.O. Box 88050 Tukwila, WA 98138 Dear Mr. Nelson: KAH:maf Re: Construction of Ramp over Watermain We have reviewed your plan to construct a new ramp for the warehouse located at the southeast corner of Segale Park Drive "D" and Segale Park Drive "B ". The ramp will be constructed over a 10" diameter C.I. watermain. This main is a portion of your private fire system and is not controlled by the District. We do not object to the construction of the ramp. Please call me if you have any questions. Sincerely, L/P1 64A-41; Keith A. Harris Manager, Planning /Construction Serving the Southwest Metropolitan Area since 1946 RECEIVED CITY OF TUKWILA APR 2 4 1996 PERMIT CENTER 23828 - 30th Ave. S. • P.O. Box 3867 • Kent, WA 98032.824 -0375 / FAX: 824 -0806 O01 °Do A nders , --n - Peyton Structural Engineering Consultants A Division ojACP Consultants, Inc 31620 23rd Ave. South, Suite 321 F ederal Way, WA 98003 Phone:(206)941 -9929 Fu: (206)941.9939 MemoPad 2 from Brian A. Dickson E TeLog ❑ Confr. ❑ Info: Page t of_y_ Distribution Date: 1/26/96 Time: 8:00 a.m. Steve Nelson Project: Segale Building 763 Project No. 96025 Dean Peyton Person: Steve Nelson Phone No. 575 -2000 Company: Segale Business Parks Fax No. Subject: Structural Inspection Sent Via Fax ❑ Mail ❑ Billing File ❑ Steve - Per our previous discussion, inspections for the subject project shall conform to the requirements of the 1994 U.B.C. in lieu of the plan requirements for inspections to conform to the 1991 U.B.C. If we may be of any further assistance or if you have any questions, please feel free to contact us. Sincerely, Anderson Peyton Structural Engineering Consultants O Brian A. Design Engineer Enclosure: (None) C:\8 W ORK\CRSPNDNC\MEM09S.00C RECEIVED CITY OF TUKWILA MAR 1 4 199 PERMIT CENTER 01/26/96 8:29 AM ‘--.. ; . 7 REGISTRATION' NUMBER EXPIRATIONDATE • T ;r, _ : OSSM . Ft=ECTTVE 11ATE .07/43.9..476 47%09 LA PIANTA':.1•IML1ED• PARTNNERSHL PO' BOX . '88010 • • TUKWILA . WA - .98138 DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A STATE OF WASHINGTON RECEIVED CITY OF TUKWILA MAR 1 1996 PERMIT CENTER • F825-05240013.921 WATER ' VALVE g wATER METER FIRE 024 IrPr. - • ; . /592.136 \ 10.77 \ \ N 07°46'24' E '14 2400\ \ \\\ •5132°1336E 20.00 . . SEGALE PARK DRIVE--"B sAN.sEw. mw A =13'06'17. N 07° 41' 08" E -?- - 7-- ---- 206.95 ---=_•...--._ R #1164.55 L 4 266.36 f • - ----- GAS VALVE WATER VALVE VOTER METER WOTOS METER SPRINKLER VALVES MN. MIXE1154458wEstim mmawm i imag a gewasurmirmw RE h8 .T AbRoune-ger .\•\< t WATER LINE ESAIT ' s °_,„/ FAVOR OF KING CO W.D. 5 ' N co..n ;-/ / a isimignap WATERP 4 46N 07 24' E xsx \\\\\\ a \ #%•( \ \\\\ \\*\ NORTHATSTERLy-. BLDG. LINE • . . 11CA • • , • 1 +o docst ' SOUTHEASTERLY BLDG. LINE \ s \ .• 550. n4 ze# ESMT. IN FAVOR or 051000o WAUKEET _ A ° 40 'i 00 Sr. AWL AND PACIFIC RR, UNION PACIFIC R.R., AND OREGON AND WASHINGTON 5.5. 0240 NAVIGATION CO. 6.477.47 ADD. FILE NO. 7707050078 1 • 9 7.2 2 CONCRETE OFFICE END WATER ESMT. FIRE 105 N VALVE N 07'4624 ' E 0105 \ N 82 . SURVEYORS CERTIFICATE I hereby certify that this map correctly represents a survey mode by me or under my direction this -2DL day OF Registered Land Surveyor I-.1.r No. *.4 •-•• - _„ • . , INVER VALVE [77/ATER LINE ESmT. iN favoW'or 141.6 • 77°41'04" R • 40.0 .L • 54.23 Am FAT ANL :•,, 6 . J70'22k R.R. SPUR TRACK P ' 47 7 47 \ . \ \s s' L . 08.33 .` \\ q • • LEGAL DE0CRIPT1053 i •• • , • . . . • , , . . ' . . . • • • PARCEL NO 1. • ' i I ••••• , That portion. Of the Southweet. Quarter of the Northeast Quarter and Government . . 11 Lot 5 ALL in Section 05, Township 23 North Range 4 East, N.M.', in King County, Washington, described as. follows: • . . . ' . , . • . BEGINNING at a monument at the Northeast c rner of the said Southwest'Quarter of the Northeast Quarter; thence South 07 West, 500.14 feet; thence • North. 87°50'09" West, 212.77 feet to the TRUE POINT OF BEGINNING; thence along a 14° curve to the left whose center•bears South 48°22'43" East, having a radius of 409.256 feet, through•a central angle. of 22°12'21 an arc distance(of 158.61 feet; thence South 19 West, 101.32 feet to the Northwest corner of Parcel 731, as recorded under. King County Auditor's File No. 7512040188; thence con- tinuing South 19°24'56" West, 59.97 feet to a point of curve; thence along a 12° curve to the•left having a radius of 477.47 feet through a central angle of 11°40'00 an arc distance of 97.22 feet; thence South 07 West, 213.72 feet to the Southwest corner of said Parcel 731; thence continuing South 07°44'56" West, 48.23 to a point of curve; thence along a 12° curve to theiright ' . having a radius' of 477.47 feet through a central angle of 13°00.00. an arc dis-. tante of 108.33 feet; thence South 20°44'56" West, 399.00 feet to theNouthwest • corner of Parcel as recorded 004SF King County Auditor's File No. 17507030075; thence contihuing South. 20 West, 511.97 feet to the Southwest corner of • .. Parcel 752 as'recorded under Ring County Auditor's rile No. 7608160055; thence North•66°31 West, 270.97 feet to a point of curve; thence along a.curve to the right having a radius of 50.00 feet through a central angle of 87 an arc distance of 76.20,feet; thenCe North 20°47'25" East, 791.84 feet to a point of curve; thence along a curve 'to the left having a radius of 1,164.55 feet through a central angle of 13 an are distance of 266.36 feet; thence North 07°41'08" East, 206.95 feet to a point of curve; thence along a curve, to the right having a radius of,1,099.89 feet through a central angle of 06°47'39" an.arc distance of 130;43 feet;. thence North. 14°28'47 East, 82.13 feet to a ' point' of curve; thenceNlong, a.curve to the right having a radius of 40,00 feet thrOugh.aticentralangle.,af. 77°41'04° an.aro distance of 54.23' feet; thence South. 87°50'09 feet ta TEEN POINT OF BEGINNING. • • Doe RESERVING an easement for side walk and utility purposes over the Northerly 15.00 feet, over the Westerly 15.00 feet and over the Southwe terly 15,00 feet thereof. RESERVING the right of ingress and egress to maintain, instal , improve and extend utilities. RESERVING an easement for railroad purposes, including, but not limited to maintrack, lead track and spur tracks, as well as for access and storage, over that portion thereof lying' Southeasterly of. the Southeasterly building line produced. RESERVING an easement for water line purposes 15 feet wide, having 7.5 feet described inn t l' • • • BEGINNING at a monument at the Northeast 'corner of the Southwest 'Quarter of the Northeast Quarter. of, the said Section, 35; thence South 07°44'56" West, --500,14. feet; thence North 87°50'09" West, 329.73 feet; thence South 07°13'41" West, 15.06 feet to the TRUE POINT OF BEGINNING; thence continuing South 07°1341 West, 246.77 feet to the terminus. RESERVING an easement, for common access purposes, including ingress and egress over' the following described portion thereof: BEGINNING at a.monument at the Northeaat corner of the Southwest Quarter of the Northeast Quarter of the. said Section 35; thence South 07°44'56 West, 500.14 feet; thence North 87°50'09" West, 212.77 feet to the TRUE POINT OF BEGINNING; thence along a 14° curve to the left whose center bears South 48°22'43" East, having a radius of 409.256 feet, through a central angle of 19 an arc distance of 142.22 feet; thence North 82°30'02 West, 66.82 feet;, thence North 07 Soot; 117.51 feet; thence South 87°50'09 East, . I SITE ADDRESS: 124 74 f N to Nh TREE POINT OF OEGINNENG TOGETHER WITH AND SUBJECT TO an easement for building setback purposes over a 60 feet wide strip of land surrounding and adjacent to the main building line, , which is described as follows: BEGINNING at a monument at the Northeast corner of the Southwest Quarter of the Northeast Quarter Of the said Section 35; thence South 07 West, 500.14 feet; thence North 87°50'09" West, 337.51 feet; thence South 07°46'15" West, 117.51 feet to the TRUE POINT. OF BEGINNING; thence continuing South :1 07°46'15 West 537.39 feet. thence South 20°45'48" West, 949.89 feet; thence ' I North 69 West, 209.96 feet; thence North 20°46'05 East, 116.00 feet; thence South 69 East, 20.00 feet; thence North 20°46'05" East, 637.87 feet; thence North 69°13'55 West,'20.00 feet: thence North 20°46'05" East, 123.69 feet; thence South 82°13'36 East,' 10.77 feet; thence North 7°46'24 East 24.00 feet- thence South 82 East, 20.00 feet; thence North 07 East, feet;' theses North 82 West, 20.00 feet; thence North !, 07 East, 101.05 feet; thence South 82 East, 210.01 feet to the TRUE POINT OF BEGINNING. (See sheet 2 for continuation) WNW m■A C c , \ : 0 4; R.LEAD TRACKS AR cx ATTACHMENT #1 SBP/MAS BUILDING 763 6,.22 R. 409.26 L.158.61 PARK/NG- suz.syco.S4 3.:„Enearvexps LEGEND CB . CATCH BASIN.' DS :DOWN. SPOUT t • , STORM SEWifi';, NATURAL WATER • A FIRE HYDRANT SANITARY SEWER -E • ELECTRICAL OUTSIDE LIGHTING I PROPERTY CORNER \ CASED. MONUMENT.. - ' FiLe COPY rAd,ornOsIoni .1 1.00 net autheilite ths vIOIMIonItf .E.v i:d•W 604 ee e5 liol56 1111619tiifeicisn*tpi'S ci . \ i zee... 1' to 0 0 (09 t m • - REVISIONS r Cle CHANGES SHALL BE MADE TO I H SCOPE OP WORK WITHOUT PRIOR IA ROVAL OF. TUKWILA BUILDING DIVISION o 4EE PENISIONS WILL REOU REV NEW PLAN DAN - 7 • • , CITY OF TUKWILA. APPRO '; , • • • , • • •• • APR 2 ':.1596 AU tL0ILJ,JL# 131/11.01/40„, IIVI5II4 ' oNVO PERMIT CENTER waive • - • Poe NE CORNER, SW 1/4. RAMC vrtn. TUN CY NE 1/4, SECTION 35' T23N, R 4 E,W.M.. SAID MONUMENT IS AT ' • THE CENTERLINE OF S. 180TH ST-, A PUBLIC 66'W .. CITY Ln- PLANNING DEN ANDOVER PARK WEST • SEGALE • BUSINESS. PARK, ' , • AT.A..SURVEY-BOILDING I, ; a 5e4 F1;:= 3 5 3°" . - ,7*4a101: A011YeAliWGI :,26(6Wf;; me KA OAS VALVE e -WATER PIPE N 20 \ 46 05 E 116 N 20.6 E 116.00 PROPANE TANK SAN. WW. MA. I .6° 9 - ` R ESMT. Water ea s'elnent n favor of King Cou y as recorded under Auditor's File No.' 780302 CS P.S.P. see LYE HY 5. 1� L — - F=+-:: - \ _ t lets' t " / \ , W ATERS 1 --- = _`�. --- /c9 �"'L ASPHALT �; • \' Ib2 "sTe . IEEL NORTHWESTERLY: - BLDG. LINE 868.17 CONCRETE OFFICE- WAREHOUSE R SPUR TRAC . _ M 7 c8 AND R.R: LEAD TRACK EASEMENT' PO WER .'9 .-" ^• , �yy�el rh` y4LP� f �y}1�.+\ y � `A =.:"" ii4._T�'£i'R,. ,�j' aY' i�S•` h!- ">( ♦� - OS ataniummiwit■Immisomommiqgmti Ng $Pfll `R R �- L R hETER � - CO RLM. LVE SOUTHEASTERLY B4DG. LINE ATER IINDERGIVAID ER SUEWAL CITY OF TUKWILA APPR0000 1 APR 2 4 1996 1 05 N0110 \ \\\7 . BUILDING OIV10" I -- ' 'h IRON OlIt M 2 : b 08 WATER VALVES 0 PAVEMENT R. R. SPUR TRACK \ \ \ \\ \\ \\\` \\\\\\� \\ %\\\ \\1\\‘\\% %\\‘%%‘% \\\\\\\ \\\� EXISTItJG WAREHOUSE .' (LEGAL DESCRIPTION CONTINUED) BLDG. NO. 752 ,TOGETHER WITH a. non exclusive easement for ingress, egress, and utilities purposes, 60 feet'in width, having ,30 feet on each side of the following described centerline:. BEGINNING at a monument at the Ntheast corner of. the Southwest•Quarter of the Northeast Quarter of Section 5, Township 23 North,. Rang 4 0050,. 00.9 . , in King County,. Washington; then South 07'44'06 "' West, 470.00 feet; thence ;North 87°50'09 " -West, 628:86 feeti'thence. South 14 West, 138.49 feet .to a point of curve; thence along a curve to the left having a adiusof • 1,129.89 feet, through -a centre angle o£ 6 ", an arc distance -of 133.98 feet; thence South 07 " - We t0 feet to a point of curve; thence along a curve to the right haviO a radius of 1,134.55 feet through a central angle of 13 arc distance of 259.50 feet; thence South 20 ,West, 868.17 feet, th ce Sout66'31'27" East, 347.30 feet t - the terminus of this easement centerline. CEPT'.that portion thereof lying within South 180th Street. ' - .. - • • SUBJECT, HOWEVER, to the righ¢ of Owner and Owner's successors in title, to relocate said easement within Segale.BUSiness Park on the following terms and conditions: (1) Any such relocation shat perpetuate similar rights of ingress, egress and utilities. to'a public reed; I(21 The `s width of d relocat d easement and the phy ical surfacing thereof ha11be similar to that of.. th initial easement; (3) The route of said relocated easement shall reasonably direct access to a, public road;' (4)., The legal rights. of Mortgagee and Mortgagee's .successors ' in and to route of said relocated easement shall be substantially the same as with respect to.the route.of the nitial easement; (5) Said relocated .easement sh ll.be appropriately documented by a supple- ens to this Assignment containing a revised legal description. and shall be insured at the expense of Owner by a .title. insurance' company on the same'-. basis as the original relocatable easement.. (6) : The expenses of such relocation, including the construction And sur- .facing thereof, shall be the sole responsibility of Owner or Owner's 'successors . in title; .'.PROVIDED, HOWEVER, that no such relocation shall be permitted f;.in the opinion of independent real estate appraiser (M.A.x ) as selected' by the: Mortgagee, the : fair market value of the secured property as of the date... of relocation of•said - - easement would be -reduced by r on of 5050 reloca- tion' below the fair market value of the secured property as- of the date of I execution of this Assignment, as by Mortgagee prior to the execution date - hereof. The expenses' of such appraiser shall be paid by the !000, 0 or OWner.'s:,aucceseor i'n . title,;:._ - c 20'ES EWE IN FAVOR OF CHICAGO MILWAUKEE ST TAUL AN p PAH R.R • ��. —t LEGEND • BLDG. NO: :733 CB - CATCH BASIN DS. DOWNSPOUT" STORM. SEWER —9--- NATURAL GAS! - -- WATER A . FIRE HYDRANT' • - -- SANITARY SEWER, — E — .ELECTRICAL' OUTSIDE LIGHTING CASED MONUMENT. O PROPERTY CORNER ;q .RAMSETNAIL' BITE. ADDRESS: LE O. 77070900.70 A r FIRE HYDRANT AND 'VALVE ' Q PARKING /C/ ' COMPACT Revision'(A6 /e, Linz kaccv'ding it e.) 320 -77 Aev)sron — AL Rin1ry- . 0-83 E VE0 PERMIT CENTER. SURVEYORS CERTIFICATE I hereby certify 81106 this map correctly represents. a survey made by me or under my Eireu)on - .thta 2)st day. of.... /0396 . Registered Land Surveyor L.S. No. 18200 - 18340 SEGALE PARK DRIVE 8 =SEGALE: BUSINESS PARK A:r.A : SURVEY - BUILDING NO 763'_: TIil)WILA NASNPJGTON 8w w.li.w IlwoO . ANSO.IEF wn ti t 704x v ''2690 9-23-77 Iwo "A71' i TYPICAL ACI MIN. CLEAR + 1/2" MAX REINFORCEMENT PLACING NOTESI 1 VERTICAL REINF. SHOWN IS ADDED IF NORMAL WALL REINF. IS NOT IN PROPER LOCATIONS 2. CORNER BARS ARE SAME SIZE AND SPACING AS HORIZ. REINF. 3. 90' HOOKS MAY BE SUBSTITUTED FOR CORNER BARS (SEE NOTE 5). 4. REINF. AT ALL WALL CORNERS, ENDS AND INTERSECTIONS SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH APPROPRIATE DETAIL SHOWN. 5. USE ACI MIN. 90' HOOK FOR EMBEDMENT LESS THAN 24 DIAMETERS PAST FACE OF WALL. 6. CONCRETE WALLS SHOWN; MASONRY WALLS SIMILAR. 7. WALL DETAILS SHOWN, FIG. DETAILS SIMILAR. 8. VARIOUS WALL SECTIONS AND INTERSECTIONS SHOWN; USE APPROPRIATE DETAILS. DIAGRAM OPTION /1 CONDUIT PASSES BELOW FIG TOP OF FOG. ( 7 EXISTING TRENCH NOTE: IF CONDUIT 0 SAME S • FOR CONDUIT ELEV. AS WALL FTC., STEP x S 1` D • OWN TO ALLOW CONDUIT 5111111 TO PASS THRU WALL PER THE TYPICAL STEPPED FTC. DETAIL OPTION /2 CONDUIT PASSES RU WALL CONC. WALL 4 4' -0" MAX WALL FAG. WILL ADEOUETLY SPAN 4' -0" #4 TRIM BARS AROUND OPENING (EA. SIDE & S 45') 24 "x24" MAX. OPENING TOP OF FIG. ) TYP. CONDUIT INTERSECTION AT OWNERS OPTION PROVIDE #4 NOSE BARS FOR CRACK CONTROL #4 REINF. TO STOP SLAB ON GRADE PER 0 CONTROL JOINT DET. 1/51 (SLOPE PER PLAN) CONTROL JOINT @ SLAB ON GRADE CONTROL JOINT 0 20' -0" O.C. MAX. (LOCATE PER OWNER) STOP REINF 0 JOINT WIDTH OF WALL CONTROL JOINT @ WALL CONTROL JOINTS - AT OWNER OPTION PROVIDE D SMOOTH SURFACE FOR RAMP SLOPE TRANSITION 1/2" DEEP CHAMFER MIN. DIM. TO BE SAME AS FTC. THICKNESS _J TYPICAL STEPPED FOOTING REINF. TO BE SAME AS LONGITUDINAL BARS. _ PROVIDE MIN. 24" LAP W/ LONGITUDINAL REINF. FIG THICKNESS CNC 104 EXIST, TILT UP WALL �\ I PANEL BEYOND \ I (2)- LAYERS OF 30# FELT FOR SLAB ISOL. & PROTECTION OF EXIST. STRUCTURE EXIST. CONC WALL FELT PROTECTION BOARD PER OWNER AGAINST EXIST. CONC. STRUCTURE �V 1 MC10x8.4 W / #4 WELTMENTS x 24" MIN. 0 14" O.C. NEW PORTION OF 6" SLAB ON GRADE 0 INT. W /#4 0 14" O.C. EA. WAY 0 fL DOWEL INTO EXIST SLAB DOCK LEVELER TO BE REMOVED _J NEW SLAB TO EXISTING SLAB 1/2" REVEAL PER OWNER PROVIDE VERTICAL WALL CONTROL JOINTS PER DET. 4 /St H PLACE REINF. PER I. DET. 6 /51 STEP FIG'S AS LEO. PER DET 3/01 RECOMPACTES GRADE / NEW ASPHALT IN FRONT OF WALL ADD'L #4 FOR STEM REINF. PLACING PROVIDE #4 x 24" CORNER REINF. 0 FTC. & WALL CORNERS 1" CHAMFER PER OWNER 30# FELT FOR SLAB ISOLATION 6" SLAB ON GRADE W/ #4 0 14" O.C. EA. WAY 0 4" TO 6" OF COMPACTED GRAVEL BASE 1-" 2 6 (12" WHERE SLAB HEIGHT IS LESS THAN 24" ABOVE FINISHED GRADE IN FRONT OFF WALL) TYPICAL @ RAMP WALLS WELL COMPACTED SUB -BASE #4 x I= 0 10" O.C. (16" O.C. WHERE SLAB HT. IS LESS THAN 24" ABOVE 12' FINISHED GRADE) #4 0 16" O.C. CONT. HORIZ. 4 "0 PERT PVC DRAIN TO yr DAYLIGHT (OR 2 "0 WEEP HOLES THOU WALL 0 48" 0.C.) PROVIDE 12" STRIP FREE DRAINING MAT'L 0 BACK FACE OF WALL (NOT SHOWN) #4 0 10" O.C. HEEL REINF. - 2" CLR. #4012" O.0 CON T. STRUCTURAL NOTES 1.0 GENERAL 1.1 CODES THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE WI THE DIMENSIONS AMONG ALL ONC ALL DRAWINGS PRIOR TO PROCEEEDING ING WITH ANY WORK OR ANDRICATION, THE CONTRACTOR IS IS RESPONSIBLE -FOR ALL BRACING AND SHORING DURING CONSTRUCTION, ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TUKWILA AND: THE 1994 UNIFORM BUILDING CODE (UBC), AS AMENDED AND ADOPTED BY THE CITY OF TUKWLA AND THE STATE OF WASHINGTON: A.C.I. 318 -89 (REVISED 1992): A.I.S.C. 9TH EDITION. A.I.T.C. 2ND EDITION; AND A. I.S.I 1986 EDITION AND 1989 ADDENDUM. 1.2 DESIGN CRITERIA A. VERTICAL LOADS 1. LIVE LOADS LIGHT COMMERCIAL VEHICLE TRAFFIC 200 PSF 1.3 SOIL DATA VALUES ARE ASSUMED AND ARE TO BE FIELD VERIFIED, SOIL BEARING 0 CONT. SPREAD FOOTINGS = 2000 PSF. EQUIVALENT FLUID ACTIVE PRESSURE AND PASSIVE PRESSURE ARE ASSUMED TO BE 35 PSF AND 350 PSE. RESPECTIVELY. SOIL UNIT WEIGHT IS ASSUMED TO BE 120 PCF AND THE SLIDING COEFFICIENT IS ASSUMED TO BE 0.50. 2.0 STE NO I( 2.1 EXCAVATION EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FIRM UNDISTURBED MATERIAL. AREAS OVER- EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (Yc = 2000 PSI), OR BE STRUCTURALLY FILLED PER SECTION 2.2 AND SHALL BE AT THE CONTRACTOR'S EXPENSE 2.2 BACNFlLL MID COMPACTION BACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS. SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL. IN AREAS UNDER SLABS OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE. PLACED IN 6 -INCH LIFTS AND COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO COMPACTOR TEST. PROCEDURE T -180. THE FILL SHOULD BE LIMITED TO CLEAN. GRANULAR MATERIAL. 3.0 CONCRETE 3.1 GENERAL NORMAL WEIGHT CONCRETE MEETING THE REQUIREMENTS OF ACI 301- 89 ESTABUSH PROPORTIONS OF CEMENT, COURSE AND FINE AGGREGATES, WATER. AND ADMIXTURES TO PRODUCE THE PROPERTIES SPECIFIED FOR EACH CONCRETE MIX TYPE PER ACI -301 ON THE BASIS OF PREVIOUS VIOUS FIELD EXPERIENCE OR. TRAIL BATCHES. A E WATER PR ADMIXTURE RE 500 IN ALL CONCRETE SIXES FOR THIS IS PROJECT. CONCRETE N ALL ANDTE TB 50 PSI AND OVER SHALL INCLUDE A SUPERPLASTICIZER ER AND BE FLOWABLE N TO INCH SLUMP). USE ADMIXTURES CCORDAANCE E WIT- H THE MANUFACTURER'S DIRECTIONS. CI RECTO PE. . USE AMOUNTS OF WATER- REDUCING ADMIXTURE THAT WILL PERMIT PLACING T WITHOUT FON, HONEYCOMBING R ROCK POCKETS. THE ITE SL OFUMP SPECIFIED SPECIFIED LED ARE THE SLUMPS REQUIRED IEED RT THE POINT T OF PLACEMENT INTO THE STRUCTURE. U U N INTERIOR MECHANICAL COS WITH RPM MINIMUM FRR USE DO NOT OVER-VIBRATE. SHALL CONCRETE SH C BE PINOUS MONCTTA FRE BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL LL AL FRESHLY PLACED CONCRETE FROM PREMATURE AF AND EXCESSIVE HOT COLD TEMPERATURES FOR SUN DAYS AFTER TER POURINING. . PROVIDE ENGINEER FERR WITH PROPOSED CONSTRUCTION OR CONTROL JOINT LOCATORS FOR HIS APPROVAL, L, OR SHALL JOINTS AS SHOWS WN TH ON THE DRAWIRAWINGS. GS. RS ALL RS AND ANCHORS CUT OFF FLUSH WITH THE FROM SURFACES WHERE ARACES WCONE EXPOSED S ESLL EE DMEDTH AND FREE IR E SLAM IOREERLTRITIES. SONDUIRS & S & PIPES WITHIN THIN THE SLAB (OTHER THAN THOSE MERELY PASSING THROUGH) SHALL SATISFY THE FOLLOWING: 12 STRENGTH 1. THEY SHALL BE NOT LARGER THAN ONE THIRD THE OVERALL THICKNESS OF THE SLAB IN WHICH THEY ARE EMBEDDED. 2. THEY SHALL BE SPACED NOT CLOSER THAN THREE DIAMETERS OR WIDTHS ON CENTER. AT ELECTRICAL ROOMS OR CONGESTED AREAS WHERE MINIMUM SPACING CANNOT BE ACHIEVED. USE #6 AT 12" O.C. EACH WAY EXTENDING A MINIMUM OF TWO FEET BEYOND CONGESTION. MORE THAN ONE LAYER OF CONDUIT IS NOT PERMITTED UNLESS APPROVED BY THE ENGINEER. 3. THEY SHALL NOT IMPAIR SIGNIFICANTLY THE STRENGTH OF CONSTRUCTION. 4. THEY ARE NOT EXPOSED TO RUSTING OR OTHER DETERIORATION. 5. THEY ARE OF UNCOATED OR GALVANIZED IRON OR STEEL NOT THINNER THAN STANDARD SCHEDULE 40 STEEL PIPE. DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES: APPLICATION STRENGTH MAXIMUM MAXIMUM F'c WATER /CEMENT SLUMP (PSI) RATIO (INCHES) ALL CONCRETE 2500 0.46 4 SUBNOTES: ANY OF THE ABOVE MIXES CAN BE USED FLOWABLE (8" TO 11" SLUMP) IF THE PROPER ADDITION OF ADMIXTURES IS INCLUDED AND THE W/C RATIO IS NOT INCREASED. 2. NON- STRUCTURAL CONCRETE SUCH AS SLABS ON GRADE MAY OR MAY NOT CONTAIN WELDED -WIRE FABRIC PER SECTION 3.55 OR FIBER -MESH. HOWEVER IT IS RECOMMENDED, IN OUR OPINION. TO USE ONE OF THEM TO ASSIST IN PREVENTING VARIABLE SHRINKAGE AND CRACKING. 3. THE PROPORTIONS APPROVED SHALL BE CAREFULLY MAINTAINED. NO DEVIATION FROM THESE PROPORTIONS. ESPECIALLY THE ADDITION OF WATER, SHALL BE MADE WITHOUT APPROVAL OF THE ENGINEER. 13 MATERIAL - =ENT. WATER & AGGREGATES PER ACI 301 A. CEMENT MUST CONFORM TO ASTM 150, TYPE I OR TYPE II. ENGINEER'S APPROVAL IS REQUIRED FOR USE OF TYPE III CEMENT. B. WATER TO BE CLEAN AND POTABLE. C. COARSE AND FINE AGGREGATES TO CONFORM TO ASTM -C33 3.4 MATERIALS A. WATER REDUCING ADMIXTURES: MUST CONFORM TO ASTM -C494, POZZOLITH POLYHEED, POZZOLITH 100XR, OR POZZUTECH 20 POZZOLITH SHALL BE INCORPORATED INTO ALL CONCRETE IN EXACT - ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS CONCRETE USING POZZOLITH ADMIXTURES TO PRODUCE FLOWABLE CONCRETE MAY BE USED WITH THE ENGINEER'S APPROVAL ADMIXTURES AND DOSAGES WILL VARY DEPENDING ON CLIMATIC CONDITIONS AND THE CONTRACTOR'S JOBSITE REQUIREMENTS. MAXIMUM SLUMP FOR SUCH CONCRETE SHALL NOT EXCEED 8" WITH A MINIMUM OF 10 OUNCES OF ROL:NEED PER 100 OUNCES OF CEMENT. USE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. AIR ENTRAINMENT: CONFORM TO ASTM -C260 AND ASTM -C494, MBVR OR MICRO -AIR BY MASTER BUILDER. ENTRAIN 5% +/- 1% AIR BY VOLUME IN ALL EXPOSED CONCRETE. C. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR APPROVAL IS GIVEN BY THE ENGINEER. sq- ..(09 3.5 REINFORCING STEEL DETAIL. FABRICATE AND PLACE PER ACI -315 AND ACI -318. SUPPORT REINFORCEMENT WI TH APPROVED CHAIRS. SPACERS, OR TIES D TRIM REINFORCING. AROUND ALL OPENINGS SHALL BE A MINIMUM I - #5 TOP AND BOTTOM, EXTENDING 2' -6" BEYOND OPENING AT EACH CORNER. SEE TYPICAL DETAILS. F. 4.0 METALS 4.1 WELDING 5.0 MISCELLANEOUS STEEL REINFORCEMENT SHALL BE NEW, DEFORMED BILLET STE EL MEETING ASTM STANDARD "A" 615 -93; GRADE 60 FOR # 3 AND LARGER BARS AR SS NOTED OTHERWISE ON THE PLANS. UNL E SHOP DRAWINGS SHALL O ACCORDINGLY AND SUBMITTED TO THE E ENGINEER FOR REVIEW PRIOR TO FABRICATION. A A. GRADE TO REBARS RS SHALL NOT BE BENT IN FIELD D AFTER PLACING REINFORCEMENT IN ALL WALLS. SLABS, AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, BOTH VERTICAL AND HORIZONTAL. LAPS. ALL TENSION SPLICES ARE ACCORDING TO ACI 318 -89, CLASS B AND ALL COMPRESSION SPLICES ARE 30 DIAMETERS FOR I'c GREATER THAN 3000 PSI AND ARE 40 DIAMETERS FOR I'c WHICH IS LESS THAN 3000 PSI, UNLESS NOTED OTHERWISE. WELDING: TACK WELDING OF REBAR IS NOT PERMITTED UNLESS CALLED FOR AND APPROVED BY THE ENGINEER MINIMUM REINFORCING: WHERE REINFORCEMENT IS NOT SHOWN ON THE DRAWINGS. THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE "(ACI 318 -89) SHALL BE REFERRED TO FOR PROPER REINFORCEMENT G. REBAR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS FOLLOWS 3" CONCRETE DEPOSITED AGAINST EARTH 2" CONCRETE DEPOSITED AGAINST FORMS BUT EXPOSED TO EARTH 1 -1/2" MAIN REINFORCING IN BEAMS I -1/2" TO TIES IN COLUMNS. AND TED REBAR IN WALLS I -1/2" FOR BARS IN SLABS ON GROUND I' FOR BARS IN SLABS ON FORMS H. WELDED WIRE FABRIC. ASTM -A185 AND ASTM -A82 I. DEFORMED BAR ANCHORS. ASTM -A496 3.6 INSPECTORS CONCRETE INSPECTIONS SHALL BE FOLLOWED PER THE 1991 UBC SECTIONS 305 AND 306 AND /OR AS REQUIRED BY THE LOCAL BUILDING DEPARTMENT. THEY SHALL BE DONE BY AN INDEPENDENT AGENCY EMPLOYED BY THE OWNER. JOBSITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL VISIT ALL WELDING SHALL BE IN ACCORDANCE WITH THE "STRUCTURAL WELDING CODE ", AWS D1.1. B. ALL WELDING SHALL BE BY CERTIFIED WELDERS, USE E60 OR E70 ELECTRODES. C. NO WELDING OF REINFORCING STEEL SHALL BE ALLOWED EXCEPT WHERE SHOWN VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS ARE INSTALLED. REFER TO ARCHITECTURAL PLANSFOR WALL OPENING. ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL OPENINGS FOR DUCTS, PIPES, CONDUITS, ETC., NOT SHOWN. PANEL ELEVATION P -136 SCALE 1/4 " =1' -0" TYP. REINF. PER STRUC T. PLANS. #5 0 18" O.C. HORIZ. #4 0 16" O.C. VERT. TS 4x4x1/4 STRONG BACK W /5/8 "0x3 -1/2" EMBED RAW_ "FOIL FAST" ADHESIVE ANCHOR 0 24" O.C. MAX. (6" FROM TOP & BOT. OF PANEL 2' 0" WIDE PORTION OF PANEL TO BE REMOVED PROVIDE FINISH PER OWNER #4 YP) COAT. 0 BOUNDARY (T 5 1/2" CONE PANEL (2500 PSI MIN. CONC.) AI,el dab rson Povt®rt CONC. WALL TO BE ABANDONED 6 "0 STD. PIPE BOLLARD. FILL W/ CONC. EMBED 24" 8 0.00' 2' -0" TO BE REMOVED 2' -3 "OF WALL TO REMAIN EXISTING BUILDING #783 SHADING INDICATES EXIST SLAB ON GRADE / DOCK LEVELER TO BE REMOVED T.O. VARIES 24" PORTION OF EXIST. TILT UP WALL TO BE REMOVED 6" SLAB ON GRADE W/ #4 0 14" O.C. EA. WAY .-- 10" THICK x 3' -6" WIDE FTC. 6" CONE. WALL PARTIAL SITE PLAN SCALE 1 /8 ° =1' -O" -- EXISTING STRUCTURE (PRE -CAST TILT UP WALLS) Structural ErLair#.eerina Consultants CRY OF TUKWILA APPROVED APR 2 4 1996 AS NOTED BUILDING DIVi31011 T RECEIVED CI OF TUKVIIIA PERMIT CENTER CC 0. N W _Z N 3 W W N z 0 I- 0 z N -I 3 UT 0 CO Ol C N c SUBMITTAL SET ONLY NOT FOR CONSTRUCTION NEM COM.. ARE SUBJECT TO ICNOINS PFAGNG LOCAL JURISOCPOMAL REVIEW Si > I- . N3 W� 50 �2,4 DIA. (15" MIN.) TYP. ALL CORNER BARS AND SPLICES PLACE ALTERNATING CORNER BARS AS SHOWN 2 "MIN. - 6 MAX. (TYP) BIN. 180' HOOK LAP 24 DIA. W/ HORIZ. REINF 'CSR I: s . TYPICAL ACI MIN. CLEAR + 1/2" MAX REINFORCEMENT PLACING NOTESI 1 VERTICAL REINF. SHOWN IS ADDED IF NORMAL WALL REINF. IS NOT IN PROPER LOCATIONS 2. CORNER BARS ARE SAME SIZE AND SPACING AS HORIZ. REINF. 3. 90' HOOKS MAY BE SUBSTITUTED FOR CORNER BARS (SEE NOTE 5). 4. REINF. AT ALL WALL CORNERS, ENDS AND INTERSECTIONS SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH APPROPRIATE DETAIL SHOWN. 5. USE ACI MIN. 90' HOOK FOR EMBEDMENT LESS THAN 24 DIAMETERS PAST FACE OF WALL. 6. CONCRETE WALLS SHOWN; MASONRY WALLS SIMILAR. 7. WALL DETAILS SHOWN, FIG. DETAILS SIMILAR. 8. VARIOUS WALL SECTIONS AND INTERSECTIONS SHOWN; USE APPROPRIATE DETAILS. DIAGRAM OPTION /1 CONDUIT PASSES BELOW FIG TOP OF FOG. ( 7 EXISTING TRENCH NOTE: IF CONDUIT 0 SAME S • FOR CONDUIT ELEV. AS WALL FTC., STEP x S 1` D • OWN TO ALLOW CONDUIT 5111111 TO PASS THRU WALL PER THE TYPICAL STEPPED FTC. DETAIL OPTION /2 CONDUIT PASSES RU WALL CONC. WALL 4 4' -0" MAX WALL FAG. WILL ADEOUETLY SPAN 4' -0" #4 TRIM BARS AROUND OPENING (EA. SIDE & S 45') 24 "x24" MAX. OPENING TOP OF FIG. ) TYP. CONDUIT INTERSECTION AT OWNERS OPTION PROVIDE #4 NOSE BARS FOR CRACK CONTROL #4 REINF. TO STOP SLAB ON GRADE PER 0 CONTROL JOINT DET. 1/51 (SLOPE PER PLAN) CONTROL JOINT @ SLAB ON GRADE CONTROL JOINT 0 20' -0" O.C. MAX. (LOCATE PER OWNER) STOP REINF 0 JOINT WIDTH OF WALL CONTROL JOINT @ WALL CONTROL JOINTS - AT OWNER OPTION PROVIDE D SMOOTH SURFACE FOR RAMP SLOPE TRANSITION 1/2" DEEP CHAMFER MIN. DIM. TO BE SAME AS FTC. THICKNESS _J TYPICAL STEPPED FOOTING REINF. TO BE SAME AS LONGITUDINAL BARS. _ PROVIDE MIN. 24" LAP W/ LONGITUDINAL REINF. FIG THICKNESS CNC 104 EXIST, TILT UP WALL �\ I PANEL BEYOND \ I (2)- LAYERS OF 30# FELT FOR SLAB ISOL. & PROTECTION OF EXIST. STRUCTURE EXIST. CONC WALL FELT PROTECTION BOARD PER OWNER AGAINST EXIST. CONC. STRUCTURE �V 1 MC10x8.4 W / #4 WELTMENTS x 24" MIN. 0 14" O.C. NEW PORTION OF 6" SLAB ON GRADE 0 INT. W /#4 0 14" O.C. EA. WAY 0 fL DOWEL INTO EXIST SLAB DOCK LEVELER TO BE REMOVED _J NEW SLAB TO EXISTING SLAB 1/2" REVEAL PER OWNER PROVIDE VERTICAL WALL CONTROL JOINTS PER DET. 4 /St H PLACE REINF. PER I. DET. 6 /51 STEP FIG'S AS LEO. PER DET 3/01 RECOMPACTES GRADE / NEW ASPHALT IN FRONT OF WALL ADD'L #4 FOR STEM REINF. PLACING PROVIDE #4 x 24" CORNER REINF. 0 FTC. & WALL CORNERS 1" CHAMFER PER OWNER 30# FELT FOR SLAB ISOLATION 6" SLAB ON GRADE W/ #4 0 14" O.C. EA. WAY 0 4" TO 6" OF COMPACTED GRAVEL BASE 1-" 2 6 (12" WHERE SLAB HEIGHT IS LESS THAN 24" ABOVE FINISHED GRADE IN FRONT OFF WALL) TYPICAL @ RAMP WALLS WELL COMPACTED SUB -BASE #4 x I= 0 10" O.C. (16" O.C. WHERE SLAB HT. IS LESS THAN 24" ABOVE 12' FINISHED GRADE) #4 0 16" O.C. CONT. HORIZ. 4 "0 PERT PVC DRAIN TO yr DAYLIGHT (OR 2 "0 WEEP HOLES THOU WALL 0 48" 0.C.) PROVIDE 12" STRIP FREE DRAINING MAT'L 0 BACK FACE OF WALL (NOT SHOWN) #4 0 10" O.C. HEEL REINF. - 2" CLR. #4012" O.0 CON T. STRUCTURAL NOTES 1.0 GENERAL 1.1 CODES THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE WI THE DIMENSIONS AMONG ALL ONC ALL DRAWINGS PRIOR TO PROCEEEDING ING WITH ANY WORK OR ANDRICATION, THE CONTRACTOR IS IS RESPONSIBLE -FOR ALL BRACING AND SHORING DURING CONSTRUCTION, ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TUKWILA AND: THE 1994 UNIFORM BUILDING CODE (UBC), AS AMENDED AND ADOPTED BY THE CITY OF TUKWLA AND THE STATE OF WASHINGTON: A.C.I. 318 -89 (REVISED 1992): A.I.S.C. 9TH EDITION. A.I.T.C. 2ND EDITION; AND A. I.S.I 1986 EDITION AND 1989 ADDENDUM. 1.2 DESIGN CRITERIA A. VERTICAL LOADS 1. LIVE LOADS LIGHT COMMERCIAL VEHICLE TRAFFIC 200 PSF 1.3 SOIL DATA VALUES ARE ASSUMED AND ARE TO BE FIELD VERIFIED, SOIL BEARING 0 CONT. SPREAD FOOTINGS = 2000 PSF. EQUIVALENT FLUID ACTIVE PRESSURE AND PASSIVE PRESSURE ARE ASSUMED TO BE 35 PSF AND 350 PSE. RESPECTIVELY. SOIL UNIT WEIGHT IS ASSUMED TO BE 120 PCF AND THE SLIDING COEFFICIENT IS ASSUMED TO BE 0.50. 2.0 STE NO I( 2.1 EXCAVATION EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FIRM UNDISTURBED MATERIAL. AREAS OVER- EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (Yc = 2000 PSI), OR BE STRUCTURALLY FILLED PER SECTION 2.2 AND SHALL BE AT THE CONTRACTOR'S EXPENSE 2.2 BACNFlLL MID COMPACTION BACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS. SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL. IN AREAS UNDER SLABS OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE. PLACED IN 6 -INCH LIFTS AND COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO COMPACTOR TEST. PROCEDURE T -180. THE FILL SHOULD BE LIMITED TO CLEAN. GRANULAR MATERIAL. 3.0 CONCRETE 3.1 GENERAL NORMAL WEIGHT CONCRETE MEETING THE REQUIREMENTS OF ACI 301- 89 ESTABUSH PROPORTIONS OF CEMENT, COURSE AND FINE AGGREGATES, WATER. AND ADMIXTURES TO PRODUCE THE PROPERTIES SPECIFIED FOR EACH CONCRETE MIX TYPE PER ACI -301 ON THE BASIS OF PREVIOUS VIOUS FIELD EXPERIENCE OR. TRAIL BATCHES. A E WATER PR ADMIXTURE RE 500 IN ALL CONCRETE SIXES FOR THIS IS PROJECT. CONCRETE N ALL ANDTE TB 50 PSI AND OVER SHALL INCLUDE A SUPERPLASTICIZER ER AND BE FLOWABLE N TO INCH SLUMP). USE ADMIXTURES CCORDAANCE E WIT- H THE MANUFACTURER'S DIRECTIONS. CI RECTO PE. . USE AMOUNTS OF WATER- REDUCING ADMIXTURE THAT WILL PERMIT PLACING T WITHOUT FON, HONEYCOMBING R ROCK POCKETS. THE ITE SL OFUMP SPECIFIED SPECIFIED LED ARE THE SLUMPS REQUIRED IEED RT THE POINT T OF PLACEMENT INTO THE STRUCTURE. U U N INTERIOR MECHANICAL COS WITH RPM MINIMUM FRR USE DO NOT OVER-VIBRATE. SHALL CONCRETE SH C BE PINOUS MONCTTA FRE BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL LL AL FRESHLY PLACED CONCRETE FROM PREMATURE AF AND EXCESSIVE HOT COLD TEMPERATURES FOR SUN DAYS AFTER TER POURINING. . PROVIDE ENGINEER FERR WITH PROPOSED CONSTRUCTION OR CONTROL JOINT LOCATORS FOR HIS APPROVAL, L, OR SHALL JOINTS AS SHOWS WN TH ON THE DRAWIRAWINGS. GS. RS ALL RS AND ANCHORS CUT OFF FLUSH WITH THE FROM SURFACES WHERE ARACES WCONE EXPOSED S ESLL EE DMEDTH AND FREE IR E SLAM IOREERLTRITIES. SONDUIRS & S & PIPES WITHIN THIN THE SLAB (OTHER THAN THOSE MERELY PASSING THROUGH) SHALL SATISFY THE FOLLOWING: 12 STRENGTH 1. THEY SHALL BE NOT LARGER THAN ONE THIRD THE OVERALL THICKNESS OF THE SLAB IN WHICH THEY ARE EMBEDDED. 2. THEY SHALL BE SPACED NOT CLOSER THAN THREE DIAMETERS OR WIDTHS ON CENTER. AT ELECTRICAL ROOMS OR CONGESTED AREAS WHERE MINIMUM SPACING CANNOT BE ACHIEVED. USE #6 AT 12" O.C. EACH WAY EXTENDING A MINIMUM OF TWO FEET BEYOND CONGESTION. MORE THAN ONE LAYER OF CONDUIT IS NOT PERMITTED UNLESS APPROVED BY THE ENGINEER. 3. THEY SHALL NOT IMPAIR SIGNIFICANTLY THE STRENGTH OF CONSTRUCTION. 4. THEY ARE NOT EXPOSED TO RUSTING OR OTHER DETERIORATION. 5. THEY ARE OF UNCOATED OR GALVANIZED IRON OR STEEL NOT THINNER THAN STANDARD SCHEDULE 40 STEEL PIPE. DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES: APPLICATION STRENGTH MAXIMUM MAXIMUM F'c WATER /CEMENT SLUMP (PSI) RATIO (INCHES) ALL CONCRETE 2500 0.46 4 SUBNOTES: ANY OF THE ABOVE MIXES CAN BE USED FLOWABLE (8" TO 11" SLUMP) IF THE PROPER ADDITION OF ADMIXTURES IS INCLUDED AND THE W/C RATIO IS NOT INCREASED. 2. NON- STRUCTURAL CONCRETE SUCH AS SLABS ON GRADE MAY OR MAY NOT CONTAIN WELDED -WIRE FABRIC PER SECTION 3.55 OR FIBER -MESH. HOWEVER IT IS RECOMMENDED, IN OUR OPINION. TO USE ONE OF THEM TO ASSIST IN PREVENTING VARIABLE SHRINKAGE AND CRACKING. 3. THE PROPORTIONS APPROVED SHALL BE CAREFULLY MAINTAINED. NO DEVIATION FROM THESE PROPORTIONS. ESPECIALLY THE ADDITION OF WATER, SHALL BE MADE WITHOUT APPROVAL OF THE ENGINEER. 13 MATERIAL - =ENT. WATER & AGGREGATES PER ACI 301 A. CEMENT MUST CONFORM TO ASTM 150, TYPE I OR TYPE II. ENGINEER'S APPROVAL IS REQUIRED FOR USE OF TYPE III CEMENT. B. WATER TO BE CLEAN AND POTABLE. C. COARSE AND FINE AGGREGATES TO CONFORM TO ASTM -C33 3.4 MATERIALS A. WATER REDUCING ADMIXTURES: MUST CONFORM TO ASTM -C494, POZZOLITH POLYHEED, POZZOLITH 100XR, OR POZZUTECH 20 POZZOLITH SHALL BE INCORPORATED INTO ALL CONCRETE IN EXACT - ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS CONCRETE USING POZZOLITH ADMIXTURES TO PRODUCE FLOWABLE CONCRETE MAY BE USED WITH THE ENGINEER'S APPROVAL ADMIXTURES AND DOSAGES WILL VARY DEPENDING ON CLIMATIC CONDITIONS AND THE CONTRACTOR'S JOBSITE REQUIREMENTS. MAXIMUM SLUMP FOR SUCH CONCRETE SHALL NOT EXCEED 8" WITH A MINIMUM OF 10 OUNCES OF ROL:NEED PER 100 OUNCES OF CEMENT. USE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. AIR ENTRAINMENT: CONFORM TO ASTM -C260 AND ASTM -C494, MBVR OR MICRO -AIR BY MASTER BUILDER. ENTRAIN 5% +/- 1% AIR BY VOLUME IN ALL EXPOSED CONCRETE. C. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR APPROVAL IS GIVEN BY THE ENGINEER. sq- ..(09 3.5 REINFORCING STEEL DETAIL. FABRICATE AND PLACE PER ACI -315 AND ACI -318. SUPPORT REINFORCEMENT WI TH APPROVED CHAIRS. SPACERS, OR TIES D TRIM REINFORCING. AROUND ALL OPENINGS SHALL BE A MINIMUM I - #5 TOP AND BOTTOM, EXTENDING 2' -6" BEYOND OPENING AT EACH CORNER. SEE TYPICAL DETAILS. F. 4.0 METALS 4.1 WELDING 5.0 MISCELLANEOUS STEEL REINFORCEMENT SHALL BE NEW, DEFORMED BILLET STE EL MEETING ASTM STANDARD "A" 615 -93; GRADE 60 FOR # 3 AND LARGER BARS AR SS NOTED OTHERWISE ON THE PLANS. UNL E SHOP DRAWINGS SHALL O ACCORDINGLY AND SUBMITTED TO THE E ENGINEER FOR REVIEW PRIOR TO FABRICATION. A A. GRADE TO REBARS RS SHALL NOT BE BENT IN FIELD D AFTER PLACING REINFORCEMENT IN ALL WALLS. SLABS, AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, BOTH VERTICAL AND HORIZONTAL. LAPS. ALL TENSION SPLICES ARE ACCORDING TO ACI 318 -89, CLASS B AND ALL COMPRESSION SPLICES ARE 30 DIAMETERS FOR I'c GREATER THAN 3000 PSI AND ARE 40 DIAMETERS FOR I'c WHICH IS LESS THAN 3000 PSI, UNLESS NOTED OTHERWISE. WELDING: TACK WELDING OF REBAR IS NOT PERMITTED UNLESS CALLED FOR AND APPROVED BY THE ENGINEER MINIMUM REINFORCING: WHERE REINFORCEMENT IS NOT SHOWN ON THE DRAWINGS. THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE "(ACI 318 -89) SHALL BE REFERRED TO FOR PROPER REINFORCEMENT G. REBAR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS FOLLOWS 3" CONCRETE DEPOSITED AGAINST EARTH 2" CONCRETE DEPOSITED AGAINST FORMS BUT EXPOSED TO EARTH 1 -1/2" MAIN REINFORCING IN BEAMS I -1/2" TO TIES IN COLUMNS. AND TED REBAR IN WALLS I -1/2" FOR BARS IN SLABS ON GROUND I' FOR BARS IN SLABS ON FORMS H. WELDED WIRE FABRIC. ASTM -A185 AND ASTM -A82 I. DEFORMED BAR ANCHORS. ASTM -A496 3.6 INSPECTORS CONCRETE INSPECTIONS SHALL BE FOLLOWED PER THE 1991 UBC SECTIONS 305 AND 306 AND /OR AS REQUIRED BY THE LOCAL BUILDING DEPARTMENT. THEY SHALL BE DONE BY AN INDEPENDENT AGENCY EMPLOYED BY THE OWNER. JOBSITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL VISIT ALL WELDING SHALL BE IN ACCORDANCE WITH THE "STRUCTURAL WELDING CODE ", AWS D1.1. B. ALL WELDING SHALL BE BY CERTIFIED WELDERS, USE E60 OR E70 ELECTRODES. C. NO WELDING OF REINFORCING STEEL SHALL BE ALLOWED EXCEPT WHERE SHOWN VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS ARE INSTALLED. REFER TO ARCHITECTURAL PLANSFOR WALL OPENING. ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL OPENINGS FOR DUCTS, PIPES, CONDUITS, ETC., NOT SHOWN. PANEL ELEVATION P -136 SCALE 1/4 " =1' -0" TYP. REINF. PER STRUC T. PLANS. #5 0 18" O.C. HORIZ. #4 0 16" O.C. VERT. TS 4x4x1/4 STRONG BACK W /5/8 "0x3 -1/2" EMBED RAW_ "FOIL FAST" ADHESIVE ANCHOR 0 24" O.C. MAX. (6" FROM TOP & BOT. OF PANEL 2' 0" WIDE PORTION OF PANEL TO BE REMOVED PROVIDE FINISH PER OWNER #4 YP) COAT. 0 BOUNDARY (T 5 1/2" CONE PANEL (2500 PSI MIN. CONC.) AI,el dab rson Povt®rt CONC. WALL TO BE ABANDONED 6 "0 STD. PIPE BOLLARD. FILL W/ CONC. EMBED 24" 8 0.00' 2' -0" TO BE REMOVED 2' -3 "OF WALL TO REMAIN EXISTING BUILDING #783 SHADING INDICATES EXIST SLAB ON GRADE / DOCK LEVELER TO BE REMOVED T.O. VARIES 24" PORTION OF EXIST. TILT UP WALL TO BE REMOVED 6" SLAB ON GRADE W/ #4 0 14" O.C. EA. WAY .-- 10" THICK x 3' -6" WIDE FTC. 6" CONE. WALL PARTIAL SITE PLAN SCALE 1 /8 ° =1' -O" -- EXISTING STRUCTURE (PRE -CAST TILT UP WALLS) Structural ErLair#.eerina Consultants CRY OF TUKWILA APPROVED APR 2 4 1996 AS NOTED BUILDING DIVi31011 T RECEIVED CI OF TUKVIIIA PERMIT CENTER CC 0. N W _Z N 3 W W N z 0 I- 0 z N -I 3 UT 0 CO Ol C N c SUBMITTAL SET ONLY NOT FOR CONSTRUCTION NEM COM.. ARE SUBJECT TO ICNOINS PFAGNG LOCAL JURISOCPOMAL REVIEW Si > I- . N3 W� 50 ;. WALL ?500 PSI ANGLE . WALL 8' OV \ 5 6" CON F'C 3" CURB 5 1/2" CON REAR PIT DEPTH AT 23 1/2" FRONT PIT DEPTH AT 24" 1 6" CONC. SLAB #4 REBAR t0 12" O.C. EACH WAY 6" CONC. SLAB DOCKLEVELER FLOOR PLAN DOCKLEVELER PIT ELEVATION RHEAD DOOR 8' WIDE DOOR 3" CURB ANGLE 5 1/2" CONCRETE FLOOR CAD FILE: LEVELOR CITY OF TURI:IU APPROVED APR 2 4 1996 BUILDING DIVISION SEGALE BUSINESS PARK TUKWILA, WASHINGTON 50) ne-�ao BUILDING 763 LENIHAN DIST 18200 SBP 'B' umom bur be a b 3/4 " =1' —O" 01 -30 -96 COMM MAMMt 1 RECEIVED TERMR CENTER rrorcr KUM: IRON CR SO. I 0: 1