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Permit D01-234 - CONRAD MOVING - RAMP
CONRAD MOVING 18300 SEGALE PARK DR B D07 -234 City of Tukwila -4 \ Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 352304 -9119 Address: 18300 SEGALE PARK DR B Suite No: Location: Category: AWSE Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 000 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: LAPIAL *008J8 OCCUPANT CONRAD MOVING 18300 SEGALE PARK DR LA PIANTA LTD PARTNER PO BOX 88050, TUKWILA CONTACT BARRY BENNETT PO BOX 88028, TUKWILA CONTRACTOR LA PIANTA LLC PO BOX 88028, TUKWILA OWNER ******** * *** *•k * * *•k** * * * ** * * * * *k•k** k Permit Description: CONSTRUCT EXTERIOR RAMP. ******* * * * * *** * * * ** **** * * *•k * * * * * ** ** Construction Valuation: $ 9 PUBLIC WORKS PERMITS: *(Water Me Permit Center Authorized Signature: Signature:___ Print Name: DEVELOPMENT PERMIT B, TUKWI SHIP WA.9813 WA 9813 WA 9813 Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 South: .0 East: .0 West: Sewer: TUKWILA Slopes: N Streams: LA WA 98188 8 8 8 (206) 431 -3670 D01 -234 ISSUED 08/10/2001 02/06/2002 WAREHOUSE 1997 SPRINKLERS .0 Phone: Phone: (206) 575 -3200 Phone: 206 -396 -2012 Phone: 206 -575 -7000 *** ****** ***** ***** * * * * *•k *•k * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** k * ** * * * * * * * * * * * * k * * * * * * ** ** ,720.00 ter Perm its Listed Separate) Eng. Appr: DHM Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time Land Altering: Y Cut: 30 Fill: 60 Landscape Irrigation: N Moving' Oversized Load: N Start Time End Time Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N **** k********************************* * * * * * * * * * * * * * *k * * * * * * * * *•k * *°k* TOTAL • DEVELOPMENT PERMIT FEES: $ 364.06 **************************************** k********* k** * *k * * * *k * * * * * * * * * * * * *k * * * * * * *k* Date: c>'"/ —ey 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 provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Date: This permit shall becon 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. , 1. 18300 SEGALE PARK CITY OF TUKWILA DR B r egul construction. or he Performance of •work. ress': Suite: eh a n t : type: DEVPERM ;Parcel # 352304 -9119. k* Ent .k * *- ***k * * **.* * * **•k *•A;A * * *A k *** * *•A•A **'k * * * * * ** A ** **** * * * ** * * *A A A *•k * * * *•k ** *• Perrii,t Conditions: .No . changes will be' to the plans unless approved by the ,Engineer and the Tukwila Building ;Division Al l `.construction to be done it .conformannc.e with approved plans and requirements of 'the Uniform Building Code (1997 . Edition) as amended, Uniform Mechanical Code (1997 Ed•ition), and Washington ngton State :Energy Code `(1997 Edition) ion) . Validity of Permit.: - The issuance of a permit or approval', Permit No: D01 -234 Status: ISSUED Applied: 07/31/2001 Issued: 08/10/2001 plans, specificatri`ons,,.and computations' shall not be con strued to be a ..:permi t ;for or an approval oft any violation Lof:' any of ' the provi s ions of the building, code or of any other ordinance of the jurisdiction. No permit presuming to give'authori,ty to ,violate or cancel ,the provisions of this code ` shall : be va'l<itd 1 permi inspection records,. and approved plans shall �v,i;l.able :at the job, site prior. to t he'".start of any con= s:truction, T,:t ese .d,ocument's., :are to be''maintained and avai able "untli't final,;k'inspection approva l CONTRACTOR SHALL OTIFY PUBLIC WORKS `UTILTIY.` INSPECTOR MR. GREG 'VILLANUEVA'' la ,'(206)433-9179:0F .. COMMENCEMENT AND OMPLETION OF: WORE° AT LEAST "24 HOURS IN ADVANCE auling over :5O :cyshe)l require? application', for a - Iau1 "irig Permit pri or to any associated activity. ,Temporary eerosion control measures shall be ..implemented as ; the first- order ot bUs i ness to pre sedimentation off-- to or .into. existing storm drainage raci'lities hereby` certify that I, have ,read these coed i t i ons; "acrd wi i l ,comp ly wy;th them as outlined �'`'A;ll provisions of'�law : `'ordinances:. this work will be `campl:ied, with, :whether specified herein or not. The granting of :this ermt does: not resume' to g ive.authorit. to-.= g p, p y. violate or `cancel the provisions of any other ,work or local laws; ACTIVITY NUMBER: D01 -234 DATE: 07 -31 -01 PROJECT NAME: CONRAD MOVING RAMP SITE ADDRESS: 18300 SEGALE PARK DRIVE B XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Build Division n _ Loci V/70 P bli Work zi DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROU ING: \PRROUTE.DOC 5/99 PERMIT COG,;D COPY PLAN REVIEW /ROUTING SLIP C53 Fire revention -° / Structural Incomplete n Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: Plaa vision Permit Coordinator DUE DATE: 08-02-01 n No further Review Required DUE DATE 08 -30 -01 Not Applicable DATE: Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) r7 DATE: r..,,+n.ne■•m b r+ h+ e, va+lea.mst!rf:ERAIRM'!TOTIEM.'L TTI,. Project Name /Tenant: /-, / 4 r' :7 t. /'()�,)1 y' '' r li w , o Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family O Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office El School /College /University ❑ Other Value�f Construction: Y n , Site Address (include suite number) I City State/Zip: Will there be rack storage? ❑ yes ® no / Tax Parcel Number: Property Owner;_ ZL e /a i Ck \ Phone: 2.2r. • ..7 S -- °00 Street Address: , , :7. T')), F5 0 City State /Zip• , -k ,i i l w 4 b3 Fax II: e. t c 7c /( 7 Contractor - LG1 �./ /Gi vvi Zl_ Phone: e ' ( S-7 -. QD Street Address: C n -7. 7-)A 0 F0cD, City State/ p. �, — Z - 76. / ( / I�tn,, / 6tiA ` c7f _ Fax #: G•� S � _ � .S Architect: / J Phone: Street Address: fS0 /kr'S/r''1� - / Stajp /Zip: /ri�< /c. /ll Fax #: Engineer: p Pho c3 Street Address: / 6 ?0 ,2 �� Air'1 t;e City State/Zip: 5;7 t r..4, 144-, Fax #: aS"3 - 4/t .. � 3 2 Contact Person: ` Phone: Street Address: „-..— - City State/Zip. Fax #: Description of work to be done (please a specific): L 7;fP t c T f k /e';s:) .‘Avtr Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family in Warehouse ❑Hospital Cl Church ❑ Manufacturing El Motel /Hotel ❑ Office El School /College /University El Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family O Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office El School /College /University ❑ Other Building Square Feet:4``7 existing No. of Stories: / Area of construction (sq ft): S'oZS / ,'�.D Will there be a change of use? ❑ yes in no . If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ® no Existing fire protection features: sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable/combustible hazardous material in the building? ❑ yes 0 no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUr i/ILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi- Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. CI APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews ma be determined b the Public Works Dc.artment) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk Fire Loop /Hydrant (main to vault) #: Land Altering 0 Cut Sanitary Side Sewer #: Storm Drainage ❑ Street Use Water Meter /Exempt #: Water Meter /Permanent # Water Meter Temp # Miscellaneous ❑ Flood Control Zone ❑ Hauling Size(s): cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sewer Main Extension 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public Size(s): 0 Deduct 0 Water Only Size(s): Size(s): Est. quantity: gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 clays upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: 11/30/00 Gpermit.doc Date application expires: / -3 -C)z P roject Number: Permit Number: / D0( -2 Applicati. •iken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: ' Signature: Date: / Print name: ---� '"� Phon -2 / 7( Fax li: ,`'� Address _ r , • Cit /State /Zip .�— c APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: > ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ■' BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form I -1 -9). Z ~ w tY 2 -J U 00 to 0 ❑ 0 W = Floor plan: show location of tenant space with proposed use of each room labeled to i ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of W O uj 0 any hazardous materials; dimensions of proposed tenant space. J ❑ ❑ Vicinity Map showing location of site w Q u) d = ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack Z w H layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of i. O rack. Structural calculations are required for rack storage eight feet and over. w ~ w ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished U p ❑ ❑ Construction details 0 i - ❑ E Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water ww , H U supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed �!- ~O sprinkler system design criteria as identified by the Fire Department. in Z - U 11 ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. F. _ O Z ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". 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 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND i AM AUTHORIZED TO APPLY FOR THIS PERMIT. 11/30/00 clpermil.doc 4c *: *: * * * * * *, * *.A;CA. ** *.1.* *. *. * .l*. * * * * *;!*f: * * * *Ic * ***A * * ** *A *'ac * * * *. TRANSMIT *tt * * * IIcIc ** *Ic * * ** I * * *.t ** *: *I * * ** * ** * R Jr.* t 141:r N itariberb 120.1.01037 , Amoti 50 .08/10/01 10:31 F' v.men t;hod,: CHECK Notation: SEGALE BUS PARK Tait: SKS' P ermit No: D01 234 Typo: )EVPERM DEVELOPMENT PERMIT P t r c e W o 33 2 3 0 4- 911 S ite 'Address 18300 :SEG.ALE PARK OR .0 Total Fees 364.06 i P ikyme t; 60.50 total ALL 'Pints: 364.06 B a 1 once: .00 * * . * * *ar. ** * *I *dirt ** * * * *. I * * Is i4* s1 * * * **. *2 * *h * * * * * * #* * * * * *I :Ic Icit * d,.0b1 t6. Curie De«cr ipt. ion ; Amount 64222.4001— AL1ERING PERMIT, FEE: 37.00 0 0/345.830 ` LANI) .ALTERING PLAN CHECK 23.30 it k, 1#** 4r****I k* * *il *** * *A.4it*A * * * *•1 *,k** * *4*44* *144**** *14' ** .. ... , �K WILA. WA TRANSMIT * * * * * * * * * * * * * * *,t4 * * * *: ** •-********4*** * * **►. * * * * *,k*fi * *ic' * R At SKI, umber: 80100479 Amount: ?:, 303.56 07/3:1/01 15:46 Pabment et hod: CHECK Notation: SEGAI..E '` USfl'ESS In it: PLH I r mit; Nax D41'-•234 .1 pea DEVPERM DE:VEL.OPMEI1T .PERM1.T F arce 1 ; No: 3�r2304 -9113 i to Addr^es m` 1£(325 •SEGAL E PARK DR B Total Fees M 303.56 vmein 3,03M Total: ALL Pmts: 303.56 13 1 ancez' ..00. *•**sk** * * * *s **l * * * * * **k * * **� * *: * * *>i** * * * * * * * * * * * >t t * * * ** * * *.** * * *• coolc.nt,: Cade Descry i pt i oM Amount 0 0' /34 322'.100 w830 :HUII.DING '- NONRES 181:.2 0 C3, PLAN CHECK: . NONRES 117.81 0 Oi38t :.904: STAT.E: SURCHARGE 4..50 Project• /7 Type of In rcecli.on: . Address. j Date called: Special instructions. Date wanted• a.m. 4.7-47-0 p.m. Requester: 2 1 Phone: 44206 ?6 076/g • INSPECTION NO, • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 _ (206)431 -3670 OMMENTS: vv\ C e 4 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit LO i "0"*." PERMIT NO. Corrections required prior to approval. Date: p'i / 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No: Date: t.•,rs , t,Va lYia. tt..62{w��t t .� 5 � { y ,� ,b.71� Ci �7, •�S� i:4 j< LJ.jt:. f . r .i4k.'571 Project: C o�,��d /�f► OV1 y1 '' Type of Inspection: Address: ' 9 PK Dr B Date called: ! i-a ,- of Special i0tr Date wanted: ! 1- 2:7- 01 a.m. Requester: � . . Phone: 2.06_3gb -24 ) '2 - ;;:kii'yti. {l�J,U : i° i�„` �Gi';.,,. ii�s ..'Y.i4•;;.:ei:'`:.;�tk' -.'i '� "CL'��:y`.kSx'e i. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. n I) 2. 2 34 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: /0- F 0/ yel .4 - .A.0 f(,44 1112- -A4LAP CA"`"A Inspector: 64 Date: tei f El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: F W dd 2 W �. .J U O O C o W W w w 2 a . = a Z 0 U �. O g 0 1— W H U . f O , tii Z Z COMMENTS: Type'of inspection: L k D te' cal led: . V 4(0 1 • . Sit 910 i kl2c - Cyj e•-‘„Lidurvx. A ` � � ' L AI r tourt 4 AA (-nil l c' A,......, -' Date wanted: it `' i iq gji X (a...4C: +0 5 ct....0, cit 0.4.,. Phone: / 90c- 1., 4Cp - 2- 0 1 , 2- f1 • Project: (rtkM.' ta v<i t,4 Type'of inspection: L k D te' cal led: . V 4(0 1 Address: moo ,Q� 1 � }a I�j Special "instructions: -' Date wanted: it `' a.m. p,m. Requester: J� Phone: / 90c- 1., 4Cp - 2- 0 1 , 2- INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188, INSPECTION NO. Approved per applicable codes. T, PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: Of Inspector: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to 'inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: C blibirla /WM 1 t /.4r Type of Inspection: e 6 ( ea) Address: 1 ,o0 'e d IL, &L& Ov f3 Date called: 3 . 50•6I Special instructs ns: Date wanted: . . O I of p.m. Requester: Phone: SO6,-- F 2012_ . . • . „ . -• r . 1 :71 • 77.1 ' r 7 v INSPECTION RECORD; Retain a copy with permit 30 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector. - Date:8_ 3).0) [11 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431-3670 Corrections required prior to approval. , , ; • ".; •■■■• 4.74, 41VP/I:01.4.41".4•.;:•".) •P ject: r Ma'( Type of Inspection: , ) ( - /a. -h()1 1c., /Ic Address: 55 r) S J P, J Da c e d: P 2 o / I Special instruction: ,DOLc r 6 - /0 4114 ante A t 7 tn, Re ester: -!' 1-1 Phone: • INSPECTION RECORDi .' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 2.0 + . '.teti!'..i. . PERMIT NO. A (206)431 -3670 Approved applicable codes. n Corrections required prior to approval. COMMENTS: Inspector Date: j $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Sotithtenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Z H Z : 6 UO N o. U.1 H w O < = W Z �. ZI- ILI a l U : • W W. I I . L I O w Z" F= 2 O ff ' Z Pr ject: Nig T, of Inspec ion: , A res 111300 ` . _; pv, Date D ate called: 6 ' 0 'Special instructions• ��� � t � *�K 7 X "� , �"�' ate want d: 'K �I _ of .m p.m. Requester Pone`'/ I X I f ( O / r� INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. pproved per applicable codes. J Corrections required prior to approval. ,Inspect . $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 8' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 .. , COMMENTS: Receipt No: Date: ��.. �* i• � ."..:`i�.�Si e a . �' . � .Y 'tae��l dM.. �'dL�iit•�� '�"`��: ii i ".isfN:' 1 1/2'' SQ, T.S. 1 1/2' SQ, T.S. 4' MAX. l'X 1/2'X 1/8' CHANNEL 6` -0' MAX, RAMP GUARDRAIL ELEVATION NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 112' SQ. T.S. CORE DRILL n 000 Anderson - Peyton Sheet__1_of 000 Structural Engineering Consultants Date: 7/30/2000 000 A Division of ACP Consultants Design By: DHP Project & Location: Client: Structural Engineer: Project Number: 01162 Jurisdiction: City of Tukwila Structural Calculations These calculations are for the truck entrance ramp to building 763 only. We have not reviewed the existing building plans but rather have provided a plan set of details for the ramp only. The Segale Business Park Building 763 Loading Ramp for a Truck Entry Segale Business Parks P.O. Box 88050 Tukwila, Washington 98188 Anderson - Peyton Structural Engineering Consultants 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 Code: 1997 UBC Loads: I. Vertical Loads: Wall Dead II. Lateral Loads: Wind Criteria Wind Speed Wind Exposure Seismic Zone FILE COPY #23512 I EXPIRES 4 -16- o�3 NA NA NA NA III. Soils (To be field verified by the Contractor) Soil Active Equivalent Fluid Pressure 35 PCF Soil Passive Equivalent Fluid Pressure 350 PCF Allowable Soil Bearing 2000 PCF Soil Moist Unit Weight 120 PCF Sliding Coefficient 0.50 RECEIVED CITY OF TUKWILA JUL 3 1 2001 PERMIT CENTER Do t-23'I +1 ,:+,' 'i,;�`tr�Ari: ° + +fs�.': Y:`''. ri {�`=S1:a';�f�k;aUh`:s•:�;.4w�. Project : Segale Business Park Location: TIME: 12:54 PM DATE: CONCRETE DESIGN METHOD: Ultimate Strength STEM MATERIAL TYPE : Concrete WALL TYPE : Cantilever Retaining Wall RETAINING WALL DIMENSIONS: Wall Stem Height = 4.67 ft. Stem Thickness @ Top = 6.00 in. Stem Thickness @ Bottom = 6.00 in. Footing Thickness Heel Width Toe Width Stem Bar Size Heel Bar Size Toe Bar Size Footing Key Depth = 0.00 ft. Footing Key Width = 0.00 ft. BackFill Slope (Vert/Horiz) = 0.00 :12 RETAINING WALL LOADS: QuikWall: Rr..TAINING WALL ANALYSIS AND Lic:SIGN = 10.00 in. = 2.00 ft. 1.00 ft. = # 4 at 12.00 in. 0.0. = # 4 at 10.00 in. o.c. = #4 at 12.00 in. o.c. Horizontal Equivalent Fluid Pressure = 35.00 pcf. Soil-Wall Friction Angle = 0.00 deg. Vertical Surcharge on Backfill = 200 psf. Horizontal Surcharge = 0 psf. Vertical Surcharge on Toe = 0 psf. Wind Load on Fence = 0 psf. Fence Height = 0.00 ft. Line Ld. Type Magnitude Dist. (x) No. (H or V) (plf) (ft.) 1 2 3 4 5 6 7 8 9 10 Notes: 1. "H" = Horizontal loads. "V" = Vertical loads. 2. Vertical loads are positive down. By: Page 2 Project : Segale Business Park Location: TIME: 12:54 PM DATE: QuikWall: itJTAINING WALL ANALYSIS AND uESIGN • RETAINING WALL RESISTING FORCES: • Allowable Soil Pressure Passive Equivalent Fluid Press. Passive Soil Height Coefficient of Friction Cohesion Use Vertical Surcharge as Resisting Wt.? = No 'Overturning Safety Factor = 2.00 Sliding Safety Factor = 1.50 Reaction to Mid 1/3? MATERIAL DATA: '::Concrete Strength, f'c .:•Steel Yield Strength; Fy Concrete Unit Weight' Soil Unit Weight Fence Weight REINFORCING STEEL DATA: Concrete cover to center of Wall Inside Face Footing Heel (Top Face) Footing Toe (Bottom Face) = 2,000 psf. = 300.00 pcf. • 1.00 ft. • 0.50 0 psf. = Yes = 2.50 ksi. = 60.00 ksi. = 145.00 pcf. = 110.00 pcf. = 10.00 psf. steel: = 2.50 • 2.50 • 3.50 in. in. in. Minimum Ratios for Shrinkage and Temperature Reinf: Vertical Stem Reinf. = 0.0018 Horizontal Stem Reinf. = 0.0020 Footing Reinforcement = 0.0018 By: Page 3 • Project : Segale Business Park Location: TIME: 12:54 PM DATE: DIMENSIONS: Stem Height = 4.67 ft. Stem Thick. @ Top = 6.00 in. Stem Thick. @ Base = 6.00 in. Footing Thickness = 10.00 in. ANALYSIS RESULTS: Max Brg Press. @ Toe = 1,188 psf. O.K. @ Heel = 0 psf. O.K. Allowable Brg. Press. = 2,000 psf. Resultant Loc From C.L.= 0.75 ft. N.G. Kern Point Loc., B/6 = 0.58 ft. LiMit Resultant To Mid 1/3? = Yes DESIGN RESULTS: Mu (ft -k) Stem : 2.19 Toe : 0.84 Heel : 1.69 Key . 0.00 Th QuikWall: RETAINING WALL ANALYSIS AND DESIGN ************************************************** SUMMARY OF RESULTS ************************************************** Vu Phi Vn (kip) (kip) 1.15 3.57 0.82 6.63 1.47 7.65 0.00 0.00 Shr Chk. O.K. O.K. O.K. Page Li Heel Length = 2.00 ft. Toe Length = 1.00 ft. Total Ftg. Width, B = 3.50 ft. Key Depth = 0.00 ft. Key Width = 0.00 ft. Sliding Force Resisting Force = F.O.S. = Design Method, Stem: Ultimate Strength Ftg.: Ultimate Strength As Reqd. (inA2) 0.146 0.216 0.216 0.000 Overturn. Moment = Resisting Moment = F.O.S. = By: 880 Lb 1,249 Lb 1.42 N.G. 1,936 ft-lb 3,732 ft-lb 1.93 N.G. As Furn. Asti. Devel. (inA2) Chk. Lgth. 0.200 O.K. O.K. 0.240 O.K. N.G. 0.240 O.K. O.K. 0.000 Notes: 1. Stem moments are positive if they cause tension on the soil face. Negative if they cause tension on the outside face. Stem shear is positive to the left as measured on a section cut below the top of wall. 2. Heel moments are positive if they cause tension in the top of the footing. Heel shear is positive up as measured on a section cut to the right of the end of the heel. 3. Toe moments are positive if they cause tension in the bottom of the footing. Toe shear is positive up as measured on a section cut to the left of the end of the toe. TIME: 12:54 PM DATE: Element' Vert Sur. Vert EFP Toe Sur. Fence Wt. Vert. line Th QuikWall: RtaTAINING WALL ANALYSIS AND ut,SIGN Project : Segale Business Park Location: ************************************************** DETAILED ANALYSIS REPORT ************************************************** RESISTING FORCES OVERTURNING FORCES Weight x Arm = Moment Element Force x Arm = Moment Soil 1,027 2,569 Ftg. 423 1.75 740 Stem 339 1.25 423 R at Top R at Bot. Horiz. EFP 530 1.83 972 Vert Sur 350 2.75 964 Horiz Sur Wind Horiz line Vert. line By: Sum WT MR = 3;732 Sum F = 880 MOT = 1,936 Resultant Loc From Toe, X = (MR - MOT) / Sum WT = 1.00 ft. Eccentricity From Ftg. C.L., e = (B / 2) - X = 0.75 ft. Soil Pressure @ Toe =(2 * WT) / (3 * X) = 1,188 psf. Soil Pressure @ Heel = = 0 psf. Page c I- 0 Z F- LU uj 2 a D a --- • , , ■ = LLJ t u: I 0 I- - u r- ..Z: Friction Force •= 894 Lb F.O.S. Sliding = RF / F = 1.42 • lam' • Passive Pressure __ 354 Lb F. O. S . Overturn. = MR / MOT = 1.93 0 u ; • Cohesion = 0 Lb , z , • Coef. Vert. Surcharge or Line Load esist. Force, Sum RF = 1,249 Lb to Horiz. = EFP / Soil Dens. = 0.318 • QuikWall: RETAINING WALL ANALYSIS AND uSSIGN Project : Segale Business Park Location: TIME: 12:54 PM DATE: ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** D E T A I L E D D E S I G N R E P O R T : . ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** STEM DESIGN: Load Combination @ Max Mom. = 1.4D + 1.7L + 1.7H Shr Strength @ Base, Phi Vn = 3.57 kip Vertical Stem Reinforcement: Available Length for Hook Embedment into Footing = 7.00 in. Available Length for Straight Embedment into Stem = 54.04 in. Development Length Straight Hook Percent Spac. 50% Cut Off (in.) (in.) Develop. (in.) (in.) #4 14.40 8.40 83.33 13.68 56.04 #5 18.00 10.50 66.67 16.96 56.04 #6 21.60 12.60 55.56 20.06 56.04 #7 31.50 14.70 47.62 23.45 56.04 #8 36.00 16.80 41.67 27.02 56.04 #9 45.81 18.95 36.94 30.32 56.04 #10 . 58.06 21.34 32.81 34.20 56.04 #11 71.57 23.69 29.55 37.84 56.04 Horizontal Stem Reinforcement: Area of steel for Shrinkage and Temp. Reinforcement = 0.144 in ^2 Spacing, in. - - -- Total Bars I.F. Only EA. Face I . F. Only EA. Face #4 16.67 18.00 5.00 4.00 #5 18.00 18.00 4.00 4.00 #6 18.00 18.00 4.00 4.00 #7 18.00 18.00 4.00 4.00 #8 18.00 18.00 4.00 4.00 #9 18.00 18.00 4.00 4.00 #10 18.00 18.00 4.00 4.00 #11 18.00 18.00 4.00 4.00 By: Page c Dist From d Mu Vu As Flex. As Min. As T +S As Reqd Top (ft) (in.) (ft -k) (kip) (in ^2) (in ^2) (in ^2) (in ^2) 0.47 3.50 0.01 0.06 0.001 0.001 0.130 0.130 0.93 3.50 0.06 0.13 0.004 0.005 0.130 0.130 1.40 3.50 0.13 0.21 0.008 0.011 0.130 0.130 1.87 3.50 0.25 0.31 0.016 0.022 0.130 0.130 2.34. 3.50 0.42 0.41 0.027 0.036 0.130 0.130 2.80 3.50 0.64 0.54 0.041 0.055 0.130 0.130 3.27 3.50 0.92 0.67 0.060 0.080 0.130 0.130 3.74 .3.50 1.27 0.82 0.083 0.111 0.130 0.130 4.20 3.50 1.69 0.98 0.112 0.140 0.130 0.140 4.67 3.50 2.19 1.15 0.146 0.140 0.130 0.146 Project : Segale Business Park Location: TIME: 12:54 PM DATE: TOE DESIGN: QuikWall: RbTAINING WALL ANALYSIS AND u6SIGN * Load Combination = 1.4D + 1.7L + 1.7H * Available Length for Hook Embedment into Stem = 4.00 in. * Available Length for Straight Embed. into Toe = 10.00 in. By: Page d Mu Vu Phi Vn As Flex. As Min. As T +S As Req'd (in.) (ft -k) (kip) (kip) (in ^2) (in ^2) (in ^2) (in ^2) 6.50 0.84 0.82 6.63 0.029 0.039 • 0.216 0.216 Development Length Straight Hook Percent Spac. (in.) (in.) Develop. (in.) #4 14.40 8.40 47.62 5.29 #5 18.00 10.50 38.10 6.56 #6 21.60 12.60 31.75 7.76 #7 31.50 14.70 27.21 9.07 #8 36.00 16.80 23.81 10.45 #9 40.61 18.95 21.11 11.73 #10 45.72 21.34 18.75 13.23 #11 51.12 23.69 16.89 14.63 HEEL DESIGN: * Load Combination = 1.4D + 1.7L + 1.7H * Available Length for Straight Embedment into Toe = 16.00 in. * Available Length for Straight Embedment into Heel = 22.00 in. d Mu Vu Phi Vn As Flex. As Min. As T +S As Req'd (in.) (ft -k) (kip) (kip) (in ^2) (in ^2) (in ^2) (in ^2) 7.50 1.69 1.47 7.65 0.051 0.067 0.216 0.216 Development Length Straight Hook Percent Spac. (in.) (in.) Develop. (in.) #4 14.40 8.40 100.00 11.11 #5 18.00 10.50 88.89 15.31 #6 21.60 12.60 74.07 18.11 #7 31.50 14.70 50.79 16.93 #8 36.00 16.80 44.44 19.51 #9 45.81 18.95 34.93 19.41 #10 58.06 21.34 27.56 19.44 #11 71.57 23.69 22.36 19.37 ANALYSIS RESULTS: Sliding Force = Resisting Force = F.O.S. = DESIGN RESULTS: 35.00 pcf. QuikWall: REGAINING WALL ANALYSIS AND L „SIGN Project : Segale Business Park Location: By TIME: 12:54 PM Page 880 Lb 1,249 Lb 1.42 N.G. Stem Req'd Area Stl. = 0.146 in ^2 Toe Req'd Area Stl. = 0.216 in ^2 Heel Req'd Area Stl. = 0.216 in ^2 200 psf. 6.00 in. 2.00 ft. Overturn. Moment = 1,936 ft -lb Resisting Moment = 3,732 ft -lb F.O.S. = 1.93 N.G. 3.50 ft. 1.00 ft. 300.00 pcf. 1,188 psf. 4.67 ft. 10.00 in. ACTIVITY NUMBER: D01 -234 DATE: 07 -31 -01 PROJECT NAME: CONRAD MOVING RAMP SITE ADDRESS: 18300 SEGALE PARK DRIVE B XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PLAN REVIEW /ROUTING SLIP 6Q n Fire Prevention Structural Comments: TUES /THURS ROUTING: Please Route ri Structural Rev' • Required REVIEWER'S INITIALS: if 4 .■111..` \PRROUTE.DOC 5/99 Approved n Approved wit REVIEWER'S INITIALS: Incomplete n Not Applicable APPROVALS OR CORRECTIONS: (ten days) nditions CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 08-02-01 No further Review Required DATE: g -2-Zoo( DUE DATE 08-30 -01 Not Approved (attach comments) DATE: 'Z "21 DUE DATE Not Approved (attach comments) n n I I DATE: Sriti :«'2'i✓d:tts'?!ri!t ;4(ri,':i�:ria:,•• }err «: Ji;: 4' 4; ?f^ �7 .G'i2i'e;h'F..tk`�.u�i%m dr7+'a ,Z _I- Z � QQ 6 J 00 c (.0 i� w w = J C0 u wO 2 J = w z � � z I. w uj 00 a. 0 H. w . IO .•Z. w U O Z PERMIT NO.: DD I - Z BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains [x00100 Foundation Footings c '00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation /All Types ❑ 00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 1400 Final -Fire [01700 Final - Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME: C0VI. 1- VI 0O% V P CONDITIONS 24001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof R(0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected g( 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit ❑ 0003 Electrical permits obtained through L & I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall ❑ 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces Q ' 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" 0007 All structural welding shall be done by WABO certified inspector 0008 All high- strength bolting shall be special inspected 0009 Bolts installed in concrete shall be special inspected 0031 Comply with requirements of TMC 16.04 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. "Obtain required inspections from appropriate water & sewer districts" "Fuel burning appliances "Appliances, which generate...." "Water heater shall be anchored...." "Reroot" Plan Reviewer: Permit Tech: bA Date:B` 12 Date: -2-of �Gikk�A:rie(7} fc.'�iJ ivt ; DEPARTMENTS: Building Division Public Works TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 234 DATE: 07 - - PROJECT NAME: CONRAD MOVING RAMP SITE ADDRESS: 18300 SEGALE PARK DRIVE B XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued n Complete n Incomplete Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 08-02-01 Not Applicable No further Review Required DATE: gi- fr l DUE DATE 08 -30 -01 Approved n Approved with Conditions n Not Approved (attach comments) n n DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions ri Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -234 DATE: 07 -31 -01 PROJECT NAME: CONRAD MOVING RAMP SITE ADDRESS: 18300 SEGALE PARK DRIVE B XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Please Route \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP n n n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Comments: TUES /THURS ROUTING: REVIEWER'S INITIALS: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: n Planning Division n Permit Coordinator n DUE DATE: 08-02-01 DATE: 4 > . m Not Applicable n No further Review Required c( - - o DUE DATE 08 -30 -01 DUE DATE Not Approved (attach comments) DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -234 PROJECT NAME: CONRAD MOVING RAMP SITE ADDRESS: 18300 SEGALE PARK DRIVE B DATE: 07 -31 -01 XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works 4d Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete n Not Applicable Comments: TUES /THURS ROUTIN': Please Route Structural Review Required REVIEWER'S INITIALS APPROVALS OR CORRECTIONS: (ten days) Approved Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Fire Prevention Approved with Conditions ICI Not Approved (attach comments) n Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Planning Division n Permit Coordinator DUE DATE: 08-02-01 No further Review Required DATE: 08.0 ?. DUE DATE 08 -30 -01 h DATE: 9 / c t/0 DUE DATE Not Approved (attach comments) n DATE: �;ikfvuvt: iii', �tuYSm .;w;�;�.ul�iisi3 *'��'i+6r.�, i&". • .. ' • 3;, lY. :••$;::::::y :•• 4:::::. •••:::::::;::: :::::5:;.:31 :.. 4-....":.:-...... .:::.....„:„.:.::•., ,.:: :::: ••••••••••••••::.:•::,: , -*:-•,:: ::* •••:::w.::::;:: t :r ... :::$: 81/ 1111 A i 0 0 ( CeZA- • , ' alance Due: Need Current Contractor Registration Card: Yes Need to Enter Contractor Information in Sierra: fl Yes . • , „ • •• • • ..• „ . ' • „ • „ , , , „ „ . , • .; ' z rt w 2 • 6 _i O 0 (OW W I • u-. Ili 0 g -71 u_ < co I U- Z 0 Z F- LU i 0 CI • 1- I • al 1- w z — 0 • c° z LEGAL DESCRIPTION:: PARCEL NO.:1 _D - 12 IRON PIP P T� iKK R.R. SPUR TRACK BLDG."" E E COVERED GAS VALVE RE YD-- VANb SOUTHEASTERLY . BLDG. LINE \� \ \ \\\ \ \\ �\\\\�\\\ \\ . WATER VALVE. WATER METER. rG: ERfj�RgND'pONQ = -.�G R, L�__aa ' v ` L `\. \ -�- �/' %. + ^. WATER LINE ESMT.• IN - FAVOR OF KING CO. W.D. P 75 _ IIIIIr1 \ \ C N AINE. ` C ()SURE -BAG ' ` 4 `\ 34:74 \�_� • \\� NORTHW :. BLDG:- LINE- un L gh WITR O I' TnN IM RR ne f 20' ESMT. IN FAVOR OF CHICAGO MILWAUKEE SL PAUL AND PACIFIC RR, UNION PACIFIC R:R., A= II °4 O� OO�� AND OREGON AND WASHINGTON. R.R. AND NAVIGATION CO. R ° 47 7.4 7 AUD. FILE NO. 7707080078 L 97.22 ENO WATER ESA (See sheet 2 for continuation) IRR.CONTROL VALVE • WATER METER a MLVE GAS'VALVE�= •\ M,\ \ \ \ \ \ \ \ \ \\ r • / / / / -/ -�SPzRINKL'ERi a ;k PVC' TYPICAL N 07 °4624E' 101.05 \ A \ \\ \ N 82°1336"W - 2400 .• . R.R. LEAD 'TRACK S 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 ie described as follows: - - pEGINNING.at a monument at the Northeast corner of`the Southwest Quarter of the Northeast Quarter of the said Section 35; thane South 07 °44'56" West, • 500.14 feet; thence :North 87 °50'09" West, 337.51 feet; thence 07 °46'15 " West, 117 feet to the•TRUE POINT.-OF BEGINNING; thence continuing South 07°46'15 West,. 537.39 feet; thence South 20 °45'48 ". West, - 949.85- feet; - thence North 69 ° I6'09 ° West, 209.96 feet; thence North.20 ° 46'05" East, 116.00 feet;._ thence•SOuth 69 ° 13'56 ° East, 20.00 feet; thence North 20 °46'05" East, 637.87,: feet; *_hence.North 69 West, : 20 .00 .feet; thence North . 20°46'05" East, . 123.69.feet ;'thence South -82 ° 13'36 " .East, - feet; thence North 7 °46'24 " East; 24.05 feet; thence South 82 East, 20.00 feet; thence North 07 °46'24 "" East,' 434,74 feet;- thence North 82 °13'36" West, 20.00 feet; thence North •' 07°46'24 Bast, 101.05 feet;•thence South 82 °30!02" East, 210.01 feet to the TRUE POINT OF BEGINNING. " • r /UMpI NY1 cROSSUr RNI SWITCH . 22 °12'21 R "40 9 . 26 L. 158.61 117.5t C\ SPRINKLER WIVE Registered Land Surveyor WEI .HLE COP ' • I u deTstand,tha the - Fiat, e s apa CV23are' subject tD errofs. and omi ,ions 2nd �reval.pf plans0oes slit authSriae tie v+Ga tet'0'a, =;?_dlnted COd6C o.dlr .. ^.Ce- -n 31e 1 0. 1 actgrs copy -o cep Duel N ens; can u edc l:: B `= CATCH BASIN . : DOWN :SPOUT' -- STORM "SEWER NATURAEi GA Sr_ - WATER . - FIRE: HYDRANT - - SANITARY SEWED ELECTRICAL OUTSIDE LIGHTING PROPERTY, CORNER CASED- MONUMENT NE' CORNER, SW NE 1/4, SECTION ' 35 . :T 23 R 23 W:M E 9 f SAID'MONUMENT IS `AT'.,. THE', CENTERLINE OP s S ;I8OTH ST., A PUBGC. STREET.' ;:.: / M(firVIR 1990 CITY -UF l i...._ t I 500.14' -� • PLANING DE2l. A NDOVER': PARK WEST • ,DARK /NG - 3zo SEGALE BUSINESS;: PARK;: .,, "?, A.T.A. SURVEY BUILDING NO 76� TUKWILA A - 13° L _R = 1047 7833 47 That portion. of the Southwest Quarter of the Northeast Quarter and Government Lot 5 ALL in Section 35, Township 23 North Range 4 East, N.M.', in King County, Washington, described as follows: BEGINNING at a monument at the Northeast corner of the said Southwest Quarter of the Northeast :Quarter;. 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 fee feet, through ro h a central angle of 22 °12'21" an arc d' ].stance+ 8 g 4 of 15 .61 feet; thence .South 19 ° 24'56" 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 °44'56" West „213.72 ' feet-to the Southwest corner of said Parcel 731; thence continuing South. 07 ° 44'56" West, 48.23 feet to apoint of curve; thence along a 12° curve to the :right .. having a, radius: of 477.47 feet through a central angle of 13 °00'00" an arc dis- tance of 108.33 feet; thence South 20 °44'56" West, 399.00 feet to the•Southwest corner of Parcel 733 as recorded under - King - County Auditor's File No. 7507030075; thence continuing South 20 °44'56" West, 511.97 feet to the Southwest corner of ':. Parcel 752as recorded under King County Auditor's File No. 7608160055; thence North 66 °31'27" West, 270.97 feet to a. point of thence along a'curve to the right having a radius of 50.00 feet through a central angle of 87'18'52" 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 °06'17" 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.!rc distance of 130.43 feet;. thence North 14 °28'47" East, 82.13 feet to a• • ; point of curve;• thence along. 'a.. curve to the right having a radius of 40 :00 feet through.'.a; central angle,,of,77 ° 41'04.' an arc distance of 54.23 feet; thence ' South. 87 ' feet to'the TRUE:POINT OF BEGINNING.- • A tRE oNTROL (\ \ \VA\L\ / / / S - 821S36" E \\'\\ \ 10.77 / \ E \ \ D -5 82 °I336'E 1 \ \ \ \ \\ 20.00 • . SANSEW.MI-L WATER VALVE If WATER METER l`e A =13° 06' 17" R' =1134.55 L= 259.50 r' • p CB L1 = 130617" R = 1164.55 L = 266.36 I 11 - SAN. SEVL Mit SEGALE PARK DRIVE B N 07° 41' os E - -__ _, 206.95 WATER ,ALVE WATER METER TMEINFMEMIRMISsmw RESERVING an easement for side walk and utility purposes over the Northerly 15.00 feet, over the Westerly 15.00 feet and over the Southwesterly 15.00 feet thereof. RESERVING the right of ingress and, egress to maintain, install, improve and extend utilities. . RESERVING an easement for railroad purposes, including, but not limited to as for access and storage, over maintrack, lead track and spur tracks, as well g 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 . on each side of the following de...- centerline: • BEGINNING at a monument at Northeast corner. of:the Southwest Quarter of the Northeast Quarterof 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 °13'41" West, 246.77.feet to the terminus.. . . RESERVING an easement for common access purposes, including ingress and r egress over the following described portion thereof: • 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, - 212.77feet 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 ° 54'41" an arc distance of 142.22 feet; thence North 82 °30'02" West, 66.82 feet; thence'Noith 07 ° 46'15" East; 117 :51 feet; thence South 87 ° 50'09:' East, 124.74...£eet :to.the TRUE. POINT OF BEGINNING.. : SLT._E ADDRESS: 182oo )839.0 SEGALE. PARK -DRIVE B A '06 °47' 39" R= 1129.89 L -13 3.98 ATTACHMENT #1 SBP /MAS BUILDING 763 ^surz DRS= X31111 These plan, have been re‘:iewe•i by the PSIbi, Wori;s I)q;p ,,rtment for con1,1 -- . -' ° it Fr _ Irrer.t C �..‘d.,:da(ds. Acceptance is subject to.errors and oml.,,nn a Iuch do- not authorize violations di $dorwd standards or ordinances: The responsibility for :he adequacy of the design rests totally with designer. Additions, deletions or revisions to these drawings after this date will void this acceptance Knd will require a resubmittal_ of revised drawings for subsequent' approval Final acceptance is subject to Held inspe44iun by the Public Works utilities inspector. Date•• BF S aI (LIB /fie ii i ) SURVEYORS CERTIFICATE 1 hereby certify that this map correctly- represents a survey made by me or under My direction this list - d of _ . 30' RAYS • ,a(1.0•- '". .—...t.-11111101" . IIII1 101.11111MMUMMIMMEMIIIIMIL la. - 40. ;f, . willnAiiiift71Ni maMOicHami . „ - .2.sibEwACK ?:,:,..:.; • 1:.:,.. -i F t- ONTROL . , r• STEEL , \ \ as recorried•under. Auditor's -Pile.No.:.78030 • . • • 'as ,' ...- c_____-.- . -, . - CB • .• ,.... ....„.... ...• • / ' ' .. ', .. . . • - - — .. 7F ./ • - - • . .1 • • . VALVE I • --WATER PIPE N 20°46 05'E 116.00 . CTRI\A % ROOVALVES S 69°13 E 20.00 • . NORTHWESTERLY BLDG. LINE r WATER. VALVES 87°18 52" R .50.00 L .76.20 "ITA END PAVEMENT • :SUBJECT, HOWEVER, • to the righ of oner and Owner's successors in title, to 1 relocate said easement within; Segale Business Park on the following terms • •and conditions: • . ' • , . , • • . • • (11 .Any such .relocation sha1 perpetuate similar rights of ingress, egress tand utilities to •a. public raildf • • . • (21 The width of said relocated easement [and the-physical surfading thereof to that of, initial easement; R.R. SPUR ,TRACK J,„ • • • • • %\\\% \\\ %\M%\ \\\\\\\\\\\\\\ \% 1 \\\\\\ \%\% LE • MMI- ..; (GAL 3ESCRIPTIOii CONiINUE10) • , EXISTING WAREHOUSE • • • • • BLDG. . NO. .752 . . , • . . . , TOGETHER WITH a. non excliasive 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 ticritheast corner of.the Southwest Quarter of ' the Northeast Quarter of SectiOne5, Township 23 North,. Range 4 East,. W.M. . . : in King County, Washington; then South 07744'56 West, 470.00 feet; thence ;North 87.5009". West; 628:86 feet; 'thence. South 14°2847" West, 138.49 feet • . i to a point of curve; thence •alon4 a curve to the left having a radius- -o6 - i 1,129.89 feet, through a centre angle of-647'39, an arc distance-of 133.98 - • • feet.; thence South. 07 08 "' we' 206.95 feet to a point of curve; thence ' along a curve to. the right hav g s radius' of 1,134.55 feet -through a central - ' • • t angle of 13•06.17",..an arc distance of 259.50 feet; thence South 20°4725. • . , West, 868:17 feet; thence Sout 66°3127" East, 347.30 feet-to the.terminus • • of this easement centerline. 11,KCEPT portion thereof- lying ithin South 180th Street. ., •, • , • •• , -• •• ' : • . (3) The •route of said 'relocated. easement shall afford reasonablY :direct • • access to apublic road; • • . • . • . . , • • • • • • - . • (4) .. The • legal r of Mortgagee and MOrtgagee's. successors e , hereunderi , ili , y' .• :. and to route 06 s __ . relocated easement shall.be , substantialli,the same as,. 17. • :. with respect. to .the route. of the initial ,easement; , ,. • .- .::.:::...... ,..,, •.,.:'.- , ':, • • (5) ' Said relocatea,esement. shalltbe.aPOropriatelysdodumented hY'a supple.. :. • ment to. this Assignment. containing a:.revised legal description ;and. shall • :.'..,' .- * • .• bp ineured at the expense•of Owner by a ° title: insuranCe: company on the eime basis as the Original relocatable easement:: .'..: ..: .., .. ,.. . . . . • - - • - . . . • .. " • , - • . • • . . (6) ' The •eicpenses. of such; relocation,. including the construction an sur- facing thereof, shall,be the sole responsibility of Owner or Owner's '. - • • . • . , . PROVIDED, HOWEVER, that no such relocation 'shall be; peirniited• if;.- the . • opinion of independent, real estate appraiser (M.A.I.), as .selected by Mortgagee. the: fair market value•of the secured property as of the date • of telocation of:said-easement .wciuld be:reduced by reason •of suCh.:reloce• •;tion below the fair market value _of the:'seeured praperty.as. ef the date of.. • execution of this Assignment, as•cletermined by• the Mortgagee prior to the . execution date hereof. . The expended Of' such appraiaer shall be paic3. by the Ownet Or OWner.'9,91.1CCeSiOr .••• •.• : .• ' . . iT5C47' 25' E SEGALE PARK DRIVE "B" . • if 1 . • "ITATZagii, . , . • . SA/15E1VMM. 6 / ,.. /ATER tAI.VE . WATER METER ' • • Priapiirt•tmel • • '.H813RS..tra0 TR/kb( EASEMENT • :••• • . ES/AT. FAvOR OF CHICAGO MILWAuKEE St PAUL AND PACIFIO__FtR, uNION pAoiFiC R.R_AND p Ir c tO WAr144: R.R AND NAVIGABON • • . • , • HYDRANT AND VALvE N \ ' DS - DOWN :.SPOUT': • , STORM. SEWER; . . . - • • NATUR AL: OAS: C> PARKING /C/ COMPACT CAft I - ' • . I - • • • • • ' " - •' ' • • . • • ii;A■MT NA. — • I • IRR CONTROL vaLyE.:4. WATER METER ' UNDERGRCUNO •.. •- " • %\* ‘\%\\‘ ‘\%1\11M7V511&\11‘‘‘‘\%. %\\‘‘1• • .CB • CATCH • B ASIN . • " : . • •• • , • BLDG. -.WY 733 , ••• • • • . •• • • • - "I .LEGEND- • • ' . • • . . . . ••••• • • .. . • . ' • • SURVEYORS . CERTIFICATE • 1 itereby'aertify' that this map correctly • represents. a survey • made . by Me, er • , . ender my otriedart:..tias......alg.. day.. !.. 4/41gre. C • /123 . . Surveyor L.S.,No.. • - • 8 . . FIRE HYDRANT • • • — t - -- , -- 7 - SANITARY. SEWER.. ..- " • A .----- ---, .E LE CT.R I CA L • - • - •: ' kl. • -..: OUTSIDE • LIGH.TING . . • let ' CASED MONUMENT' Registered Land - _ 0 , , PROPERTY "CpRNER ., . - - .•,- • . • . • . 'Al3tRESS:. A8206-18340. 'SEGALE PARK ',DRIVE 8- -: —....-......, .13 N S PA R AiiiVEY-RUILDING N763 . .. . . . .. . . . .. .. - . . . .: Re visit 7 (1tbier line- tharilng - 46-) -3 _1?er.t.stoti.:_,-...._AcideCom41......./."4Ato...?. • --g- 63 , ,. ll . • . . ..... ; . .' . ` ..• .... ... • .: ...... •,..... • ::: . . . , . . . “ . . ` , , J . , ` . ' . . : 1 , . . . ' • . . . ; ' , . ` ' . . ; ; • t e i . , . . . . , ' ' . . . . . ;:'...., •,,,....,:.........." , ...":;.......;•. U T rr : ...;.; ()F :' • i 9 ?..::::i11 .,meeeersow•• Ameevw. • se-ea •• .23 : .4014) .4y10-11- 6' DRAFT CURTAIN Area of Construction PART "B" FLOOR PLAN SCALE: 1 /16 "= 1' -0" fl fl a c fl 6' DRAFT CURTAIN 001'2 RELENE� LILY pE T11K�� JUL 3 1'f]O1 PERMIT CENTER SEGALE BUSINESS PAI? 7hKW1LA. WASHINGTON cmn 677-32C0 ' PART ° B" FLOOR PLAN BLD #763 RIMED Mt PIPE "Mille`#763 RJ MEMO Mt mxa 1/16 " =1• ws 4/3/92 a..p ISMER NKE.I Ell AC wx A3 OPTION #1 CONDUIT PASSES BELOW FIG. TOP OF FTG...:: - WALL FTG. WILL ADEQUETLY .. .. ... ... SPAN 4. -0.. CONC. WALL 4 MIN. DIM. TO BE SAME AS FTC. THICKNESS AT OWNERS OPTION PROVIDE #4 NOSE BARS FOR CRACK CONTROL #4 REINF. TO STOP 0 CONTROL JOINT CONTROL JOINT 0 20' -0" O.C. MAX. (LOCATE PER OWNER) STOP REINF. Cat JOINT NOTE: IF CONDUIT 0 SAME \ ELEV. AS WALL FTG., STEP \ DOWN TO ALLOW CONDUIT TO PASS THRU WALL PER THE TYPICAL STEPPED FTC. DETAIL. OPTION #2 CONDUIT PASSES TYP. CONDUIT INTERSECTION 1 SLAB ON GRADE PER DET. 1 /S1 (SLOPE PER PLAN) CONTROL JOINT © SLAB ON GRADE x: 4-x 5' -0" MIN. - x L CONTROL JOINT © WALL CONTROL JOINTS WIDTH OF WALL TYPICAL STEPPED FOOTING EXISTING TRENCH FOR CONDUIT #4 TRW BARS AROUND OPENING (EA. SIDE & 0 451 24 "x24" MAX. OPENING TOP OF FTC. AT OWNER OPTION PROVfDE TROWLED SMOOTH SURFACE FOR RAMP SLOPE TRANSITION 1/2" DEEP CHAMFER CNC 101 RE. ME LONG TO BE BPSAS. AS PROVIDE MIN. 24" LAP W/ LONGITUDINAL REINF. FIG. THICKNESS C SLOPE PER PLA e SOIL INFO. TO FIELD VERIFIED: STEP FTC'S AS REQ. PER DET 3/S1 PROVIDE VERTICAL WALL CONTROL JOINTS PER DET. 4/S1 RECOMPACTED GRADE / NEW ASPHALT IN FRONT OF WALL ADD'L #4 FOR STEM REINF. PLACING EXIST. TILT UP WALL PANEL BEYOND (2)- LAYERS OF 30# FELT FOR SLAB ISOL & PROTECTION OF EXIST. STRUCTURE EXIST. CONIC WALL FELT PROTECTION BOARD PER OWNER AGAINST EXIST. CONIC. STRUCTURE NEW SLAB TO EXISTING SLAB SOIL ACTIVE EQUIVALENT FLUID PRESURE: 35 PCF SOIL PASSIVE EQUIVALENT FLUID PRESURE 350 PCF ALLOWABLE SOIL REARING: 2000 PSF SOIL MOIST UNIT WEIGHT: 120 PCF SUDING COEFFICIENT: 0.50 PROVIDE #4 A 24' CORNER REINF. FTC. & WALL CORNERS \ / /\ /�\j \ \\ EXIST. SLAB 4 ) DTA X11, 9Wf 1° CHAMFER PER OWNER 30# FELT FOR SLAB ISOLATION 6" SLAB ON GRADE W/ #4 0 14" O.C. EA. WAY 0 CE 4" TO 6" OF COMPACTED GRAVEL BASE L-, WELL COMPACTED SUB -BASE 0 10" O.C. (16 O.C. m ' WHERE SLAB HT. IS 3 LESS THAN 24" ABOVE 12 FINISHED GRADE) #4 0 16" 0.C. CONT. HORIZ. 4 PERF. PVC DRAIN TO zi _ DAYLIGHT (OR 2 "0 WEEP HOLES THRU WALL 0 48" 0.C.) PROVIDE 12" STRIP FREE DRAINING MAT'L 0 BACK FACE OF WALL (NOT SHOWN) #4 0 10" 0.C. HEEL REINF. 2" CLR. d 6" (12" WHERE SLAB HEIGHT IS LESS THAN 24" ABOVE FINISHED GRADE IN FRONT OFF WALL) TYPICAL @ RAMP WALLS 4012" 0.C. CONT. 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 THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR 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 1997 UNIFORM BUILDING CODE (UBC), AS AMENDED AND ADOPTED BY THE CITY OF TUKWILA AND THE STATE OF WASHINGTON; A.C.I. 318 -89 (REVISED 1992); A.I.S.C. 9TH EDITION; A.I.T.C. 2ND EDITOR. 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 PSF, RESPECTIVELY. • SOIL UNIT WEIGHT IS ASSUMED TO BE 120 PCF AND THE SLIDING COEFFICIENT IS ASSUMED TO BE 0.50. 2.0 SITE WORK 2.1 EXCAVATION EXCAVATE FOR FOO11NDD DOWN 1O DEPTH SHOWN ON DRAWINGS OR TO FIRM UNDISTURBED MATERIAL. AREAS OVER - EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (f'c = 2000 PSI), OR BE STRUCTURALLY FILLED PER SECTION 2.2 AND SHALL BE AT THE CONTRACTOR'S. EXPENSE. 2.2 BACKFILL AND 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 950 OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO COMPACTION 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 ESTABLISH PROPORTIONS OF CEMENT, COURSE AND FINE AGGREGATES, WATER. AND ADMIXTURES TO PRODUCE THE PROPERTIES SPECIFIED FOR EACH CONCRETE MIX TYPE PER AC: -301 ON THE BASIS OF PREVIOUS FIELD EXPERIENCE OR TRAIL BATCHES. A WATER REDUCING ADMIXTURE I5 REQUIRED IN ALL CONCRETE MIXES FOR THIS PROJECT. ALL CONCRETE 5000 PSI AND OVER SHALL INCLUDE A SUPERPLASTICIZER AND BE FLOWABLE (6 TO 11 INCH SLUMP). USE ADMIXTURES IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. USE AMOUNTS OF WATER- REDUCING ADMIXTURE THAT WILL PERMIT PLACING WITHOUT SEGREGATION, HONEYCOMBING OR ROCK POCKETS. THE SLUMPS SPECIFIED ARE THE SLUMPS REQUIRED AT THE POINT OF PLACEMENT INTO THE STRUCTURE. USE INTERIOR MECHANICAL VIBRATORS WITH 7000 RPM MINIMUM FREQUENCY. DO NOT OVER - VIBRATE. CONCRETE SHALL BE POURED MONOUTHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER POURING. PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT LOCATIONS FOR HIS APPROVAL, OR USE JOINTS AS SHOWN ON THE DRAWINGS. ALL TIES AND ANCHORS SHALL BE CUT OFF FLUSH WITH THE SURFACE; SURFACES WHERE EXPOSED SHALL BE SMOOTH AND FREE FROM IRREGULARITIES. CONDUITS & PIPES EMBEDDED WITHIN THE SLAB (OTHER THAN THOSE MERELY PASSING THROUGH) SHALL SATISFY THE FOLLOWING: STRUCTURAL NOTES 3.2 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" 0.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 F'c (PSI) ALL CONCRETE 2500 SUBNOTES: MAXIMUM MAXIMUM WATER /CEMENT SLUMP RATIO (INCHES) 0.46 4 1. 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. L NON STRUCTURAL CONCRETE SUCH AS SLABS ON GRADE MAY OR MAY NOT CONTAIN WELDED -WIRE FABRIC PER SECTION 3.5H 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. 3.3 MATERIAL - CEMENT, WATER & AGGREGATES PER ACI 301 A. CEMENT MUST CONFORM TO ASTM 150, TYPE 1 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, POZZOLSTH POLYHEED, POZZOUTH 100XR, OR POZZUTECH 20. POZZOUTH SHALL BE INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE MATH THE MANUFACTURER'S INSTRUCTIONS. CONCRETE USING POZZOUTH 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 POLYHEED 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 53 +/ 10 AIR BY VOLUME IN ALL EXPOSED CONCRETE C. OTHER ADMIXTURE NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR APPROVAL IS GIVEN BY THE ENGINEER. 3,67 3.5 REINFORCING STEEL EXIST.-.OPENING 12' -0" DETAIL, FABRICATE AND PLACE PER ACI -315 AND ACI -318. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. A. STEEL REINFORCEMENT SHALL BE NEW, DEFORMED BILLET STEEL, MEETING ASTM STANDARD "A" 615 -93; GRADE 60 FOR #3 AND LARGER BARS UNLESS NOTED - OTHERWISE ON THE PLANS. SHOP DRAWINGS SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. GRADE 60 REBARS SHALL NOT BE BENT IN FIELD AFTER PLACING. B. REINFORCEMENT IN ALL WALLS, SLABS, AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, BOTH VERTICAL AND HORIZONTAL. C. LAPS: ALL TENSION SPLICES ARE ACCORDING TO ACI 318 -89, CLASS B AND ALL COMPRESSION SPLICES ARE 30 DIAMETERS FOR f'c GREATER THAN 3000 PSI AND ARE 40 DIAMETERS FOR `c WHICH IS LESS THAN 3000 PSI, UNLESS NOTED OTHERWISE. D. TRIM REINFORCING: AROUND ALL OPENINGS SHALL BE A MINIMUM 1 - #5 TOP AND BOTTOM, EXTENDING 2' -6" BEYOND OPENING AT EACH CORNER. SEE TYPICAL DETAILS. E. WELDING: TACK WELDING OF REBAR IS NOT PERMITTED UNLESS CALLED FOR AND APPROVED BY THE ENGINEER. F. 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: 4.0 METALS 4.1 WELDING 3" CONCRETE DEPOSITED AGAINST EARTH 2" CONCRETE DEPOSITED AGAINST FORMS BUT EXPOSED TO EARTH 1 -1/2" MAIN REINFORCING IN BEAMS 1 -1/2" TO TIES IN COLUMNS, AND TIED REBAR IN WALLS 1 -1/2" FOR BARS IN SLABS ON GROUND 1" FOR BARS IN SLABS ON FORMS H. WELDED WIRE FABRIC: ASTM -A185 AND ASTM -A82 I. DEFORMED BAR ANCHORS: ASTM -A496 3.6 INSPECTIONS CONCRETE INSPECTIONS SHALL BE FOLLOWED PER THE 1994 UBC SECTIONS 305 AND 308 AND /OR AS REQUIRED BY THE LOCAL BUILDING DEPARTMENT. THEY SHALL BE DONE BY AN INDEPENDENT AGENCY EMPLOYED BY THE OWNER. JOHSITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL VISIT. A. ALL WELDING SHALL BE IN ACCORDANCE WITH THE "STRUCTURAL WELDING CODE ", AWS D1.1. 8. ALL WELDING SHALL BE BY CERTIFIED WELDERS, USE E60 OR E70 ELECTRODES. C. NO WELDING OF REINFORCING STEEL SHALL BE ALLOWED EXCEPT WHERE SHOWN 5.0 MISCELLANEOUS 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. T.O.W. VARIES PARTIAL SITE PLAN SCALE 1/8 " =1' -0" EXISTING BUILDING #763 EXISTING STRUCTURE (PRE -CAST TILT UP WALLS) 6 SLAB ON GRADE W/ #4 0 14" O.C. EA. WAY IX-- 10" THICK x 3' -6° i X( 2 3 .. FTC. 6 CONC. WALL RECEIVED CITY OF TUMNIIA JUL 2001 PERMIT CENTER SUBMITTAL SET ONLY NOT FOR CONSTRUCTION THESE DRAWNGS ARE SUBJECT TO REVISIONS PENDING LOCAL JURISDICTIONAL REVIEW.