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HomeMy WebLinkAboutPermit D03-012 - PROLOGIS INTERNATIONAL GROCER - RAMPD03 -012 PROLOGIS INTERNATIONAL GROCER 1075 Andover Pk. E. i;ci.: i;..(s;' :uv...n.;.,tLi:a ivu+ : u�,:..:•..: a.:..,: k..., afL .tiw•wt,,.L�...,�,a.�..:wa"..� .« ...Nrve . n x�..w .. t. is 1.: .vt•A.r Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: N Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: doc: Devperm City of 'Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049106 Address: 1075 ANDOVER PK E TUKW Suite No: z z ►= . ft— r aa h JU 00 CO • W J = F- U) W W O 2 • a = W H = Z f... F- O Z I— W • W Contractor: O Name: Phone: 0 I+- Address: W W Contractor License No: Expiration Date: F- H — O DESCRIPTION OF WORK: co ADDITION OF EXTERIOR DRIVE -IN RAMP OVER EXISTING ASPHALT LOADING AREA AT EXISTING DOCK HIGH U OVERHEAD DOOR p f" Tenant: Name: PROLOGIS INTERNATIONAL GROCER Address: 1075 ANDOVER PK E, TUKWILA WA DEVELOPMENT PERMIT Owner: Name: SECURITY CAPITAL INDUSTRIAL Phone: Address: C/O DELOITTE & TOUCHE LLP, 2235 FARADAY AVE STE 0 Contact Person: Name: KATHY CRAFT Address: CRAFT AINSLEY ARCHITECTURE, 2111 THIRD AVE Value of Construction: $20,000.00 Fees Collected: $534.56 Type of Fire Protection: SPRINKLER Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 0025 D03 -012 Number: 0 Start Time: Volumes: Cut Start Time: Private: N Private: N ** Continued Next Page ** Permit Number: D03 -012 Issue Date: 02/03/2003 Permit Expires On: 08/02/2003 Phone: 206 - 720 -7001 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: N Public: N Printed: 02 -03 -2003 z Permit Center Authorized Signature: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 az Date: 04 /0.3 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 gra : of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulati : con ruction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: O'3■ d'i d Print Name: �� ^ `�\4N'N•v \\ 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. doc: Devperm D03 -012 Printed: 02 -03 -2003 .........ul:w' w. 1. a: is✓ eiriw,,,.. a .4..,.«ief+L:;i„:;.L,".:S;uu.: Parcel No.: 2623049106 Permit Number: D03-01 2 Address: 1075 ANDOVER PK E TUKW Status: ISSUED Suite No: Applied Date: 01/13/2003 Tenant: PROLOGIS INTERNATIONAL GROCER Issue Date: 02/03/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 4: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 5: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 6: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 7: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. I hereby certify that I have read these conditions and will comply with them as outlined. 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 work or local laws regulati construction or the performance of work. Signature: Date: Q 3 Print Name:Cp 4.`M J\\ doc: Conditions City of 'Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS D03 -012 Printed: 02 -03 -2003 ko 4r+F+iw..3.a wara. .* �• Project Name /Tenant: (5)...01-5-,— '.i tq „Value of Construe 'pn: 00 2 o Site Address (include suite n nber) .f\-%---\-- City State /Zip: 1075 f.1%4 VsN,Pew�.'r 7'\Awhh\ -AAAA Tax Parcel Number: 2-1P 2,3 '9 10 LP P Owner: t LO G iS 7 - Phone: S \O —A(.0— X90© Street Address: City State /Zip: -`- 7?)5 rmk,xc C3.4 Q , FP r r A ti T 4 CPb ` 'is P , Fax It: 6 i o -(- L 3 Contractor: OtAT d '' V i Phone: Street Address: City State /Zip: Fax II: Architect: pot w► -‘..,Ey i `- ter), =, Phone: 24t9 `7aa - - /ocN I Street Address: City State/Zip: Fax II: 7,01 - a9 99 Phone: 2.. \ \VA1A � i t\ . i V 9cbui Engineer: Street Address: Cit State /Zip: 12 0' 1 1....Wo \40 B �v, .9 o S Fax #: 4.2S-4S o `A t Contact Person: Phone: .2...10- _1c0 - moo I 441r\--/M -- _ P. s t \ Street Address: City State /Zip: 2.1I\ - , �- t Nz__ -- -M - \ Ok EN c\ Fax #: 2 �da- 0ty- / ) 1.9 Description of work to be done (please be specific): P\i \ V�"\ c) *.)C-k-P�►3e. A \I . - 14- i`MQ d' . e'f..\.�"C\ - 6 ""-"1” 1- biNZMACh pQ:Q..- Pte . \s\A\N6 Wc*. - \--\\a o 9'h— s Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ School /College /University ❑ Other Warehouse ❑ Hospital Office Proposed use: ❑ Retail ❑ Restaurant El Multi- family A Warehouse ❑ Hospital ' El Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Building Square Feet: 0C3 existinrit of Stories: Area of construction (sq ft): 2 Will there be a change of use? ❑ yes ,IS, no If yes, extent of change: (Attach additional sheet if necessary) ' Will there be rack storage? ❑ yes 51 no Existing fire protection features: sprinklers automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable /combustible hazardous material in the building? CI yes .2 no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets I1 /31/00 ' clperroILdnc CITY OF TUVWILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 • Project Number: Permit Number: p o 3 1- 012 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. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ El Fire Loop /Hydrant (main to vault)#: ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer 11: ❑ Storm Drainage ❑ Water Meter /Exempt II: ❑ Water Meter /Permanent II ❑ Water Meter Temp # ❑ Miscellaneous Curb cut/Access /Sidewalk Size(s): 0 Fill ❑ Street Use cubic yds. Size(s): Size(s): Size(s): Sewer Main Water Main cubic yds. Extension Extension 0 Deduct Est. quantity: ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only 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: / /3 - -o3 I Date application expires: - - a3 Application taken by: (initials) PLLASF SIGN BACK OF APPLICATION FORM `;.W !:f W:*'.t�[iY'LT]5:1;r�i BUILDING OWNER OR AUTHORIZED AGENT: Signature: ■1..._ .. Date: ) d Print name: ,... �� Phone: Fax ii Address `1 1 tom!' City /State /Zip ` , �,.; n •�_ 1 -r 4 APPLICATI • IS MUST BE SUBMITTED WITH TH OLLOWING: > , ALL DRAWINGS T BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL • ,,,,,,ENGINEEROR,9IVI ENGINEER y ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ A. Complete Legal Description '�� ` \ v-e_D_D„ �` ❑ 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), ivliich include : ❑ Site Plan (including existing fire hydrant location(s) I U!a/uo clpuruiiLduc 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 H -9). Floor plan: show location of tenant space with proposed use of each room labeled Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. Vicinity Map showing location of site Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Indicate proposed construction of tenant space or addition and walls being demolished Construction details ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ 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 beer. 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 I 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. .'iI✓1{"�:y'wd;�itt�:i.L rl�r!7%n`r6 ' — t 'a17t t+ ixdf':�S.A ''fi41.461 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 z I i ' RECEIPT ce 1,4 —J 0 Parcel No.: 2623049106 Permit Number: D03-012 c.) 0 co 0 Address: 1075 ANDOVER PK E TUKW Status: APPROVED u) ui LU X Suite No: Applied Date: 01/13/2003 -J Applicant: PROLOG'S INTERNATIONAL GROCER Issue Date: co u. w 0 2 ?-_ Receipt No.: R03-00112 Payment Amount: 325.75 g 5 u. < co D Initials: LAW Payment Date: 02/03/2003 11:03 AM I a I— w User ID: 1630 Balance: $0.00 i Z I— I— 0 Z I— ILJ uj 2 D D CI o w • p a 1-- TRANSACTION LIST: ui Type Method Description Amount I • 92 0 Payment Check 20451 325.75 Cli 0 P I 0 /- • Payee: GATEWAY ACCOUNT ITEM LIST: Description doc: Receipt BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts 321.25 4.50 Total: 325.75 C;2/07 TOTAL. 7.1r - 7r7 Printed: 02-03-2003 VO4 z RECEIPT = ,,,_W re m . Parcel No.: 2623049106 Permit Number: D03-012 6 m Address: 1075 ANDOVER PK E TUKW Status: PENDING 0 0 Suite No: Applied Date: 01/13/2003 u w Applicant: PROLOGIS INTERNATIONAL GROCER Issue Date: LIJ H w 0 Receipt No.: R03 -00038 Payment Amount: 208.81 2 J u. Q Initials: KAS Payment Date: 01/13/2003 03:36 PM (i) D User ID: 1684 Balance: $325.75 I ZI.- I— 0 Payee: CRAFT AINSLEY ARCHITECTURE w F Lu D p U O N Type Method Description Amount C W uJ • U Payment Check 2136 208.81 LL O Z Ili w o 0F . O Z TRANSACTION LIST: ACCOUNT ITEM LIST: Description City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 208.81 Total: 208.81 4378 01./14 1716 TOTAL 200.31 doc: Receipt Printed: 01 -13 -2003 PERMIT NO.: BUILDING PERMITS INSPECTIONS ❑ I Progress Inspection Status ❑ 2 Pre- construction ❑ 3 Investigation ❑ 4 OK to Occupy ❑ 5 Remove Stop Work Order ❑ 6 Follow -up ❑ 7 Pre -Move Inspection ❑ 50 WSEC Residential ❑ 60 WA Ventilation/Indoor AQC ❑ 70 NLEA Inspection /Modular Struct ❑ 71 Mobile Home Tie Down insp 7 1 Marriage Lines 90 Resteel 95 Footing Drains 100 Foundation Footings 200 Foundation Walls 250 Foundation Insulation ❑ 300 Concrete Slab /Slab Insulation ❑ 350 Crawl Space ❑ 400 Shear Wall Nailing ❑ 450 Plywood Wall Sheathing ❑ 500 Roof Sheathing Nailing ❑ 525 Plywood Deck Nailing ❑ 550 Exterior Wall Sheathing ❑ 600 Masonry Chimney ❑ 610 Chimney Installation/All Types ❑ 700 Framing ❑ 750 Roof /Ceiling Insulation ❑ 800 Floor Insulation ❑ 801 Wall Insulation ❑ 802 Exterior Roof Insulation ❑ 803 Glazing Inspection ❑ 815 Lighting and Controls ❑ 900 Suspended Ceiling ❑ 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening ❑ 1 110 Pre -Move Inspection ❑ 1 115 Motor Inspection ❑ 1120 Pre -Demo ❑ 1140 Pre - reroof 1400 Final -Fire 1700 Final - Building ❑ 1900 Final - Reroof 3100 Site Visit 4000 Special- Concrete 4001 Special -Bolts in Concrete ❑ 4001 Special - Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 4004 Special - Welding ❑ 4005 Special -High- Strength Bolting ❑ 4006 Special- Structural Masonry ❑ 4007 Special -Reinf Gypsum Concrete ❑ 4008 Special - Insulating Conc Fill ❑ 4009 Special -Spray Fireproofing ❑ 4010 Special - Piling, Piers, Caissons ❑ 4011 Special - Shotcrete 401 Special- Grading, Excav /Fill 4013 Special - Retaining Wall ❑ 4014 Special- Panels ❑ 4015 Special -Smoke Control System TENANT NAME: O f,) i. A, C9rocer CONDITIONS tfjf 10001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division ❑ 10002 Plumbing permits shall be obtained through King Co ❑ 10003 Electrical permits obtained through L & I 10004 All mechanical work shall be under separate permit 10005 All permits, insp records & approved plans available 10006 All structural concrete shall be special inspected 10007 All structural welding shall be done by WABO certified inspector ❑ 10008 All high- strength bolting shall he special inspected 10009 Bolts installed in concrete shall be special inspected 10010 When special inspection is required...notify Tukwila Building Division elk 1001 I The special inspector shall submit a final signed report ❑ 10012 Any new ceiling grid and light fixture installation ❑ 10013 Partition walls attached to ceiling grid ❑ 10014 Readily accessible access to roof mounted equipment ❑ 10015 Engineered truss drawings & calcs shall be on site ❑ 10016 Any exposed insulation backing material shall have ❑ 10017 Subgrade preparation including drainage, excavation ❑ 10018 A statement from the rooting contractor verifying tire retardant class of roof 10019 All construction to be done in conformance w /approved plans ❑ 1002 Structural observation shall be provided for this project ❑ 1002I All food preparation establishments must have King Co 4 10022 Fire retardant treated wood shall have flame spread of 10023 Notify Building Division prior to placing any concrete ❑ 10024 All spray applied fireproofing shall be special inspected ❑ 10025 All wood to remain in placed concrete shall be treated ❑_ 10026 All structural masonry shall be special inspected i 10027 Validity of Permit ❑ 10028 Rack storage requires separate permit ❑ 10030 No occupancy of building until final insp by Bldg Div ❑ 10031 Comply with requirements ofTMC 16.04 ❑ 10032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 10034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 10036 Manufacturers installation instructions required on site ❑ 10038 A C of O will be required for this permit ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 10041 Ventilation is required for all new rooms & spaces ❑ 1004 Fuel burning appliances ❑ 10043 .Appliances, which generate ❑ 10044 Water heater shall be anchored ❑ 10045 .. Reroof ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" Date: i i I 4 11 ( Date: I Plan Reviewer: Permit Tech: A COMMENTS: ) 1 (OuA i. - g,•Pce 1 qeC \ -fv-. `- vn /,i e i . • 5 A Of.4.1V1 Oj4,,ovi`!- ate Called: L i \v.r Specia Instructions: ?tfOrirs1+1 Or c v-r s5 1 t-.r r Cl V`t"(4tr11r1 4-if ()till Date Wanted: � V a rr Requester F r 4 (vtn; c n >m , 01\o 0 V -A-0 c `, v.4., p ect: _ ,..— r , A . ) 1 (OuA Type of Ins ction: e i . • 5 A n k I ate Called: L i Specia Instructions: Date Wanted: � V a a Requester Phg l.� 0 i CT` I 1 Approved per applicable codes. 003-ebo INSPECTION RECORD Retain a copy with permit INSPECTION No. PERMIT 0. CITY OF TUKWILA BUILDING DIVISION • � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -3670 El Corrections required prior to approval. Inspector: -- 4(AAJ, Date: l , $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� :kw�Ss"F:n.:1= 'tFix�`k:,k`k'v' iii ;:.°•a':;tTuri:n::. ".�; COMMENTS: ( I t -k-PC e 1 \V' C\ --- ( 1 1,,,c4 1 1 �� - e' er 12 v C, vh `ia5\ \ (AL • e.pr -Co I \Oot) t r 5 .. Address: ✓ /0 75 f 1 P//Vr . A 4 &pec — CovtcYAe s i , .,,.\ G ra �k' �� �k c �,v� �1 ,�,.. / U 1 r�,- C L Pox Gr ov- ■' I ) S e r l c, \ -e 1 v-,` t f C f A S'}. e . I '" . P /vC)4c'S c) -1 rr�v47 ri 1co. c k 7P�✓q C' c l� a,,r So , 4 f YAr ‘ v w� P r -1-o r, It e Co WA.1\ - , riv\ A .42 ( A - S 1A ) % v\ vve w rGi Co cc' 1 : 1 \- \ v\o"\\ T -\ \` G Y.-e.r• , VP il \ k i \ -S L A , `4\e") Project: i 0 Type of Inspstion: / /`L/i Date Calle 2 ev ry Address: ✓ /0 75 f 1 P//Vr . A 4 Special Instructions: 11 Vet' - /h i,4 C k r A t,71 pc' /i)1/ i) s /or'', ,If re., el'' I /n (it- . 14 i r.S,,:; - _ Date Wante 7 y 1�-S C J art ( / Requester: Ron R Phone No: / 0471' - fro2 / - / /// } r er applicable codes. D03- o/Q INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector: > j I -?ClA/J111- Date: .. $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: , eci . PrOjt / , i n otty is ._,:. I tic oki-//07, i Typnspeqion:, Type of I / 72r70 / 7et . 2 00 74 Address: J /07 Ahoor PA/ t: . Date .I.led: , , _ C r _i_ // c 3 Special Instructions: ..../ ,, Date VV,nted: a. m. Requester: Phone o: 2 • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Ea - Approved per applicable codes. Corrections required prior to approval. COMMENTS: Mbe--‘k \ Nr off r nV-e e Date: $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: Pro 'e t: i Type of Inspection: F t-all—s /U? L F 2 -- ddress: /675— 1,y/)eF n Da te2alle 6- -3 Special Ins ructions: Paaie. U ,eotM/) V ' i /'z /k // 4 iqi !--' S :') Date Wanted: ^ 0� a.m. Z' m. Req ter: l ' 1 A X Pho a No: } !' / (42 S3) c.: ^ ac V C , 2 COMMENTTS =.- 003- o/...7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1-3670 Approved per applicable codes. El Corrections required prior to approval. In tor: C4,) Date z� C� 0 t 47.00 REINSPECTIO FEE REQUIRED. Prior /to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. C II to schedule reinspection. Receipt No.: Date: City of Tukwila DIVISION OF BUILDING SAFETY DEPARTMENT OF COMMUNITY DEVELOPMENT MEMO DATE: TO: FROM: RSB CC: File May 1, 2003 Bill Rambo / inspectors RE: ProLogis — Permit # D03 -012, Inspection /correction #3. Q� cL9AM I have reviewed the letter from the property owner's manager. They have accepted responsibility for the lack of compaction tests on the sub -grade for the ramp.They acknowledge that if there is failure of the ramp due to the quality of compaction, it will be the responsibility of the contractor to repair this (not Tukwila). Given the fact that the quality of the sub -grade compaction (in this particular case) is not a life safety concern, the need for special inspection and related compaction tests may be waived. April 9, 2003 City of Tukwila Building Department 6300 Southcenter Boulevard Tukwila, Washington 98188 -2544 RE: ProLogis - International Grocer Ramp Permit Tracking No. D03 -012 Dear Sirs: The above referenced project scope of work was limited to the addition of an exterior ramp in an existing asphalt truck court. We do not consider the addition of this ramp to be a life- safety issue as it is not used for exiting or for ADA accessibility. We, as property owners, accept the quality of construction in regards to the level of compaction of the subgrade prior to asphalt being placed on the ramp surface. We elected not to require special inspections for testing of the soils compaction. If the ramp does fail we understand that it will be the general contractor's responsibility to repair or replace the ramp based on our warranty agreement and not the responsibility of the City of Tukwila. Please feel free to contact us if you have any further questions or concerns. Sincerely, Kristine P. Holman Property Manager %...l na.w/ w MIIi+ " : ! u The Global Distribution Solution ProLogis • 23215 66th Avenue South • Kent Washington 98032 • Telephone 253 520 -0244 • Facsimile 253 859 -1809 wv.....Y \;i JAa a ,..I..wii:., + M1: 4w. ia; i.: vri.' r✓. fl a�.`.'z+w'.4!!�$! { w,l�i:v:t« Project: International Grocers Address: 1075 Andover Parkway E. 20 March 2003 City of Tukwila Building Division 6300 Southcenter Blvd. Tukwila, Washington 98188 We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: Sincerely, OTTO ROSENAU & ASSOCIATES, INC. 1. Geotechnical - verify soil suitability for 2000 psf 2. Reinforcing steel 3. Reinforced concrete 4. Epoxy grouting (7 ,e/V//(//a iW nne L. Parvin cc: Prologis fax c: Gateway Construction OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com Permit Number: D03 -012 Job Number: 03 -050 ('it R 2 1 Z003 CC)i1/ wUNi Y DEVELOPMENT AMU _ I- SHUTLER CONSULTING ENGINEERS, Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425) 450 -4075 FAX (425) 450 -4076 JOB International Grocers SHEET NO. COVER CALCULATED BY J. Shutler CHECKED BY SCALE JOB NUMBER 03 -03.02 OF DATE 1/9/2003 DATE STRUCTURAL CALCULATIONS FOR: PROPOSED NEW EXTERIOR RAMP INTERNATIONAL GROCERS 1075 ANDOVER PARK EAST TUKWILA, WASHINGTON 98188 PROPOSED BY: ProLogis 47775 Fremont Boulevard Fremont, California 94538 (510) 656 -1900 * Fax (510) 661 -4033 ARCHITECT: CRAFT AINSLEY ARCHITECTURE, PLLC 2111 Third Avenue Seattle, Washington 98121 (206) 720 -7001 * Fax (206) 720 -2949 DESIGN CRITERIA: CITY OF TUKWILA RPPROYEO JAN 2 3, 2003 kS t(P r'Lk. DM51 " Y OFTocwiL4 JAN 13 2003 PERMIT CENTER CODE UNIFORM BUILDING CODE, 1997 Edition WIND LOAD 80 MPH ZONE, EXPOSURE "B" SEISMIC ZONE 3, Soil Profile = SD WALL DESIGN PARAMETERS... EQUIVALENT ACTIVE FLUID PRESSURE 35 PCF EQUIVALENT PASSIVE FLUID PRESSURE ... 250 PCF COEFFICIENT OF FRICTION 0.35 WEIGHT OF COMPACTED SOIL .120 PCF TRAFFIC SURCHARGE EQUAL TO 2' -0" OF ADDITIONAL EARTH PRESSURE. FOUNDATION DESIGN BASED ON AN ASSUMED ALLOWABLE SOIL BEARING CAPACITY EQUAL TO 2,000 PSF. A GEOTECHNICAL ENGINEER IS TO CONFIRM THE DESIGN ASSUMPTIONS PRIOR TO CONSTRUCTION OF THE NEW WALL. v 1IS ( , ts��eoJ... I:it.'i.1::.'m�c++.�:taS.Z:1tJi evW,?Wrs y {.>?j� ?Aa';:➢ :n51 SHUTLER CONSULTING ENGINEERS • Structural Engineers 14450 N.E. 29th Place, Suite 104 Bellevue, Washington 98007 (206) 885 -4473 ###### M I$$ # # # # # # *$$$$$$$$ t RETAINING WALL DESIGN I DESIGN CRITERIA. Equivalent active fluid pressure Equivalent passive fluid pressure Weight of soil Surcharge Coefficient of friction Superimposed load on wall Super-imposed load on wall Slab present to resist sliding WALL & FOOTING DIMENSIONS. Height of unbalanced fill = 4.00 ft. " Depth to bottom of footing = 2.00 ft. Depth of key below bottom of footing = 0.00 ft. Toe dimension = 12.00 in. Stem thickness = 6.00 in. Heel dimension = 28.00 in. Total footing width = 3.83 ft. Footing thickness = 12.00 in. STABILITY CHECK & SOIL BEARING. Driving force Resisting force Factor of safety against sliding Overturning moment Resisting moment Factor of safety against overturning Soil bearing Soil bearing m Job International Groc Sheet no. fiL Calculated by d^5 Checked by Date 01 -09 -2003 = 35.00 pcf = 250.00 pcf = 110.00 pcf 2.00 ft. `/ \J' d�.s �� / 5 r / 0.35 > YES /0 262 it/ft. ✓J I)b � , / 1I5 > NO I � l'L = 1.05 1.59 = 1.52 = 2.52 = 7.08 = 2.81 ___ o r = 1393.24 psf 4)/c = 233.89 psf kips kips ft. -kips ft. -kips • • :f'.v.:yl.i3�SSiJ..541i SHUTLER CONSULTING ENGINEERS Structural Engineers 14450 N.E. 29th Place, Suite 104 Bellevue, Washington 98007 (206) 885 -4473 FOOTING DESIGN. Steel strength (fy) Concrete strength (f'c) = 60000 psi. = 2500 psi. TOE REINFORCEMENT (Bottom Steel) Required area of steel = 0.03 in ^2 per Vu = 0.60 kips Phi # Vc = 8.67 kips ## No shear reinforcement req'd, ## WALL DESIGN. Steel strength (fy) Concrete strength (f'c) ' Job International Groc Sheet no. Calculated by Checked by Date 01 -09 -2003 = 60000 psi. = 3000 psi. foot. HEEL REINFORCEMENT (Top Steel) Required area of steel = 0.04 in ^2 per foot. Vu = 0.98 Kips Phi # Vc = 9.69 kips ## No shear reinforcement req'd. ## STEM REINFORCEMENT, Depth Moment Area of steel (ft.) (kip -ft.) req'd (sq. in.) 2.00 0.32 0.02 .3.00 0.80 0.05 4.00 1.59 0.10 5.00 2.67 0.18 2 .04(0. f2 n G/ Minimum area of steel is 0.14 in. ^2 /ft. or 1/3 more than shown above. Maximum area of steel is 0.67 in. ^2 /ft. 444/ " �s = O• /, /�Z1,i ../W/"" /F% .:1:lc5S�t.::x,3st w.Y.JI.L: x.144, tiz.W'aW:J ∎0314 «.::aitr. „;iC 1u1:.4Atw.:r:+ SHL'TLER CONSULTING ENGINEERS Structural Engineers 14450 N.E. 29th Place, Suite 104 Bellevue, Washington 98007 (206) 885 -4473 # # # # # # # # # # # # # # # # # # # # # # # # # ## # RETAINING WALL DESIGN # #### # # # # # # # # # # # # # # # # # # # # # ## DESIGN CRITERIA. Equivalent active fluid pressure Equivalent passive fluid pressure Weight of soil Surcharge Coefficient of friction Superimposed load on wall Slab present to resist sliding WALL & FOOTING DIMENSIONS. Height of unbalanced fill Depth to bottom of footing Depth of key below bottom of footing Toe dimension Stem thickness Heel dimension Total footing width Footing thickness STABILITY CHECK & SOIL BEARING. Driving force Resisting force Factor of safety against sliding Overturning moment Resisting moment Factor of safety against overturning Soil bearing Soil bearing Job International Groc Sheet no. Q W •3 Calculated oy .T 5 Checked by Date 01 -09 -2003 _ 35.00 pcf = 250.00 pcf = 110.00 pcf = 2.00 ft. = 0.35 ? NO > ND 2.50 ft. • 2.00 ft. • 0.00 ft. = 12.00 in. J • 6.00 in. = 14,00 in. = 2.67 ft. = 12.00 in. = 0.67 kips '� = 1.02 kips = 1.52 = 1.24 ft. -kips • 2.72 ft, -kips = 2.19 .1— O = 968.78 psf = 139.97 psf O .:':Y:�:d::�f'.�:3..h. San; iYi���o«. uiw'+ YC1.::+ 4u: J+ rr` �'" t:+`..+ [W� ��iw�. <;iLawS:s :wi"L ,. •Sutra:;. SHUTLEF CONSULTING ENGINEERS Structural Engineers 14450 N.E. 29th Place, Suite 104 Bellevue, Washington 98007 (206) 835 -4473 FOOTING DESIGN. Steel strength (fy) Concrete strength (f'c) WALL DESIGN. Steel strength (fy) Concrete strength (f'c) = 60000 psi. = 2500 psi. TOE REINFORCEMENT (Bottom Steel) Required area of steel Vu = 0.39 kips Phi t Vc = 8.67 kips *$ No shear reinforcement req'd. tt HEEL REINFORCEMENT (Top Steel) Required area of steel = 0.01 inA2 per foot. Vu = 0.29 trips Phi t Vc = 9.69 kips 11 No shear reinforcement req'd. tt STEM REINFORCEMENT. Depth Moment (ft.) (kip -ft.) 2.00 0.32 3.00 0.80 3.50 1,10 Minimum area of steel is 0.14 in. ^2 /ft. or 1/3 more than shown above. Maximum area of steel is 0.67 in."2 /ft. Job International Grp.: Sheet no. gt ul- Calculatec; by Checked by Date 01 -09 -2003 = 0.02 inA2 per foot. = 60000 psi. = 3000 psi. Area of steel req'd (so. in.) 0.02 07 -ti . o7x /.33 ,✓ r : . o�3 I 1 ` 0./ . / S //`/ G/ i - 1/y / t b 8 / //` 6 00 2 � )C/ z> = �� / / C � C 1 Y e. 15= O/6'/)V/p1 Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Type of Fracture (other than cone) 1 2 -20 -03 7 6x12 28.14 27.77# 87,750 3120 517# 2 Fine Agg. (lbs.): 1430# MSA: 7/8" Coarse Agg. (size /lbs.): 1860# 7/8" Max Slump Allowed: 5" Coarse Agg. (size /lbs.): Max W/C Ratio: 3 Total Yards: 10 Fly Ash (lbs.): Placed Via: Bobcat Bucket Water (lbs./gal.): not available Consolidated Via: Internal Admixtures (specify): 4 NC 52 oz Required Strength (psi): 3000 Sampling and Casting of Samples ASTM C 172, C 31(exeludinp paragraph 9.1.2) Cubic Yards Slump C 143 Air % C 231 Conc. Temp C 1064 Ambient Temp Truck No. Job Number: I 03 -050 I Report Number: I 002 I Permit Number: I D03 -012 Owner X Contractor X Architect X Building Dept. X Engineer X Client Job Number: I 03 -050 I Report Number: I 002 I Permit Number: I D03 -012 Project: International Grocers Architect: Craft Ainsley Architecture Address: 1075 Andover Parkway East Engineer: Shutler Consulting Engineers Inc. Client: Prologis Contractor. Gateway Construction Date: 2 -13-03 Inspector: Ted Christie Inspected the resteel and placement at I the north retaining wall /guard rail at the loading dock Resteel is grade I 60 I , as specified, from I Cascade Mills Placement Data Description Design Batch Weights/Cubic Yard Supplier: Miles Cement (sack/type/lbs.): 517# Mix Number: 155A Fine Agg. (lbs.): 1430# MSA: 7/8" Coarse Agg. (size /lbs.): 1860# 7/8" Max Slump Allowed: 5" Coarse Agg. (size /lbs.): Max W/C Ratio: Coarse Agg. (size /lbs.): Total Yards: 10 Fly Ash (lbs.): Placed Via: Bobcat Bucket Water (lbs./gal.): not available Consolidated Via: Internal Admixtures (specify): Air 4.9 oz NC 52 oz Required Strength (psi): 3000 Sampling and Casting of Samples ASTM C 172, C 31(exeludinp paragraph 9.1.2) Cubic Yards Slump C 143 Air % C 231 Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. Cast Samples: I 1-4 10 5" N/A 52° 49° 42 469605 Weather: I overcast Slump Range: Date Samples Picked Up: 12 -13 -03 Comments Other Test Methods / Standards Used: REINFORCING / PLACEMENT: I Conforms I I Does Not Conform OTTO ROSENAU & ASSOCIATES, /ED Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA MAI 0 4 1003 Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4-US • Fax: (206) 723 -2221 C O fill M UNITY WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.co EV E LO P JI E KR � CONCRETE REPORT COMPRESSIVE TEST RESULTS Tested in general accordance to ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: Form No.: T -102 Revised: 01/03 Technical Responsibility: Page 1 of 1 . 4.4", i4 nF+aw 4;?!LsivKtiL:.'.+WL tigXWuita.. Y+. ASTM C1231 x Ha .en, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & As*ociates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. $tngx:!(a4...Vq :M",..W3:WhY�W1 }ctfMaNIN 3�ML j{rF,..21 A ++.r�..�.rr `�sri Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Type of Fracture (other than cone) 1 2 -20 -03 7 6x12 28.14 27.77# 87,750 3120 517# 2 3 -13 -03 1430# 28 6x12 28.17 27.60# 118,610 4210 Max W/C Ratio: 3 3 -13 -03 Total Yards: 10 28 6x12 28.17 27.70# 110,490 3920 Admixtures (specify): 4* Required Strength (psi): 3000 NC 52 oz Sampling and Casting of Samples ASTM C 172, C 31(•xoixxies Paragraph 1E.12) Cubic Yards Slump C 143 Air % C 231 Conc. Temp C 1064 Ambient Temp Truck No. Job Number: I 03 -050 I Report Number: I 002 I Permit Number: I D03 -012 Owner X Contractor X Architect X Building Dept. X Engineer X Client Job Number: I 03 -050 I Report Number: I 002 I Permit Number: I D03 -012 Project International Grocers Architect Craft Ainsley Architecture Address: 1075 Andover Parkway East Engineer: Shutler Consulting Engineers Inc. Client: Prologis Contractor. Gateway Construction Date: 2 -13 -03 Inspector: Ted Christie Inspected the resteel and placement at I the north retaining wall /guard rail at the loading dock Resteel is grade I 60 I , as specified, from I Cascade Mills Placement Data Description Design Batch Weights/Cubic Yard Su. 'Her: Miles Cement sac •e/lbs. : 517# Mix Number 155A Fine Agg. (lbs.): 1430# MSA: 7/8" Coarse Agg. (size /lbs.): 1860# 7/8" Max Slump Allowed: 5" Coarse Agg. (size /lbs.): Max W/C Ratio: Coarse Agg. (size /lbs.): Total Yards: 10 Fly Ash (lbs.): Placed Via: Bobcat Bucket Water (lbs. /gal.): not available Consolidated Via: Internal Admixtures (specify): Air 4.9 oz Required Strength (psi): 3000 NC 52 oz Sampling and Casting of Samples ASTM C 172, C 31(•xoixxies Paragraph 1E.12) Cubic Yards Slump C 143 Air % C 231 Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. Cast Samples: I 1-4 10 5" N/A 52° 49° 42 469605 Weather: I overcast Slump Range: Date Samples Picked Up: 12 -13 -03 Comments Other Test Methods / Standards Used: REINFORCING / PLACEMENT: I Conforms I I Does Not Conform I OTTO ROSENAU & ASSOCIATES, IN Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4-US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com CONCRETE REPORT COMPRESSIVE TEST RESULTS *Discarded Tested in general accordance to ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not aply when testing in conformance to ASTM C1231 Conies to: ASTM C1231 x Technical Responsibility: ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Form No.: T -102 Revised: 01/03 Page 1 of 1 X client x Contractor x Architect x Building Dept. x Engineer Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com p CONSTRUCTION INSPECTION REPORT C E `� D Report Number: 002 i MAR 0 4 2003 Z M" Inspection(s) Performed: Concrete - cancel COMMUNITY = H :1 z DEVELOPMENT ce W Project: International Grocers Permit Number: D03 -012 QQ = Address: 1075 Andover Parkway East, Tukwila Job Number: 03 -050 U 0 Client: Prologis Architect: Craft Ainsley W p Contractor: Gateway Construction Engineer: Shulter Consulting W = I nspector 0 u_ and Date Remarks W R. Bogle On site for reinforced concrete placement — canceled without notice. 2 2 -12 -03 1 Q `o a � I z I- o z I- w • ui Ua O N O I- =W I— LL. O W Z U= O F- z Copies to: Form No.: T -104 Revised: 02/01 OTTO ROSENAU & ASSOCIATES, INC. Technical Responsibility: Page 1 of 1 . r j Walter C. Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. .. e. � ,�:::y� &�5,.•saMU,;itde:6riF >i4 Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Type of Fracture (other than cone) 1 2 -13 -03 the footing for the north retaining wall loading dock. Resteel was found to be in conformance per sec. A1.0 & B1.0 per approved plan. Also witnessed epoxy grouting from the existing building to the footing. (3) #4 were embedded with Hilti Hit -Hy 150 into 5/8" diameter holes. Cylinders are to be lab cured. 7 6x12 28.23 29.37# 123,890 4390 Cement (sack/type/lbs.): 2 Mix Number: 01550 Fine Agg. (lbs.): 1430# MSA: Coarse Agg. (size /lbs.): 1860# 7/8" Max Slump Allowed: 5" Coarse Agg. (size /lbs.): 3 Coarse Agg. (size /lbs.): Total Yards: 7.5 Fly Ash (lbs.): Placed Via: Tailgate Water (lbs./gal.): 33 gallons Consolidated Via: Vibrator 4 Required Strength (psi): 2500 Sampling and Casting of Samples ASTM C 172, C 31(•xcluding paragraph 5.1.2) Cubic Yards Slump C 143 Air % C 231 Conc. Temp C 1064 Ambient Temp Job Number: I 03 -050 I Report Number: I 001 1 Permit Number: I c s,. D03 -012 Owner X Contractor X Architect X Building Dept. X Engineer X Client Job Number: I 03 -050 I Report Number: I 001 1 Permit Number: I c s,. D03 -012 �/ Project: International Grocers Architect: Craft Ainsley Architecture Address: 1075 Andover Parkway East Engineer: Shutler Consulting Engineers Inc. Client: Prologis Contractor. Gateway Construction Date: 2 -6 -03 Inspector: Andy Duong /Bob Hill Inspected the resteel and placement at the footing for the north retaining wall loading dock. Resteel was found to be in conformance per sec. A1.0 & B1.0 per approved plan. Also witnessed epoxy grouting from the existing building to the footing. (3) #4 were embedded with Hilti Hit -Hy 150 into 5/8" diameter holes. Cylinders are to be lab cured. Resteel is grade. I 60 I , as specified, from I Cascade Mills Placement Data Description Design Batch Weights/Cubic Yard Supplier: Miles Cement (sack/type/lbs.): 517# Mix Number: 01550 Fine Agg. (lbs.): 1430# MSA: Coarse Agg. (size /lbs.): 1860# 7/8" Max Slump Allowed: 5" Coarse Agg. (size /lbs.): Max W/C Ratio: Coarse Agg. (size /lbs.): Total Yards: 7.5 Fly Ash (lbs.): Placed Via: Tailgate Water (lbs./gal.): 33 gallons Consolidated Via: Vibrator Admixtures (specify): Required Strength (psi): 2500 Sampling and Casting of Samples ASTM C 172, C 31(•xcluding paragraph 5.1.2) Cubic Yards Slump C 143 Air % C 231 Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. Cast Samples: I 1-4 7.5 4 %" N/A 55° 42° 42 468967 Weather: I Sunny, cool, no wind Slump Range: I Date Samples Picked Up: 12 -7 -03 Comments Other Test Methods / Standards Used: REINFORCING / PLACEMENT: I Conforms I I Does Not Conform I OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing C I V E D 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4-US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com CONCRETE REPORT COMPRESSIVE TEST RESULTS Tested in general accordance to ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: Form No.: T -102 Revised: 01/03 Technical Responsibility: ASTM C1231 x alt ansen Project Manager j ger This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 FEB 2 4 2003 DEVELOPMENT Specimen Number Test Date ' Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Type of Fracture (other than cone) 1 2 -13 -03 the footing for the north retaining wall loading dock. Resteel was found to be in conformance per sec. A1.0 & B1.0 per approved plan. Also witnessed epoxy grouting from the existing building to the footing. (3) #4 were embedded with Hilti Hit -Hy 150 into 5/8" diameter holes. Cylinders are to be lab cured. 7 6x12 28.23 29.37# 123,890 4390 Cement (sack/type/lbs.): 2 3-6 -03 Fine Agg. (lbs.): 28 6x12 28.20 29.02# 156,340 5540 3 3-6 -03 28 6x12 28.20 29.02# 156,250 5540 Consolidated Via: Vibrator 4* Required Strength (psi): 2500 Sampling and Casting of Samples ASTM C 172, C 31(.xcluaing paragraph 9.1.2) Cubic Yards Slump C 143 Air % C 231 Conc. Temp C 1064 Ambient Temp Job Number: I 03 -050 I Report Number: I 001 I Permit Number: I D03 -012 Owner X Contractor X Architect X Building Dept. X Engineer X Client Job Number: I 03 -050 I Report Number: I 001 I Permit Number: I D03 -012 Project: International Grocers Architect: Craft Ainsley Architecture Address: 1075 Andover Parkway East Engineer: Shutler Consulting Engineers Inc. Client: Prologis Contractor. Gateway Construction Date: 2-6 -03 Inspector: Andy Duong /Bob Hill Inspected the resteel and placement at the footing for the north retaining wall loading dock. Resteel was found to be in conformance per sec. A1.0 & B1.0 per approved plan. Also witnessed epoxy grouting from the existing building to the footing. (3) #4 were embedded with Hilti Hit -Hy 150 into 5/8" diameter holes. Cylinders are to be lab cured. Resteel is grade I 60 I , as specified, from I Cascade Mills Placement Data Description Design Batch Weights/Cubic Yard Supplier: Miles Cement (sack/type/lbs.): 517# Mix Number. 01550 Fine Agg. (lbs.): 1430# MSA: Coarse Agg. (size /lbs.): 1860# 7/8" Max Slump Allowed: 5" Coarse Agg. (size /lbs.): Max W/C Ratio: Coarse Agg. (size /lbs.): Total Yards: 7.5 Fly Ash (lbs.): Placed Via: Tailgate Water (lbs. /gal.): 33 gallons Consolidated Via: Vibrator Admixtures (specify): Required Strength (psi): 2500 Sampling and Casting of Samples ASTM C 172, C 31(.xcluaing paragraph 9.1.2) Cubic Yards Slump C 143 Air % C 231 Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. Cast Samples: I 1-4 7.5 4'/," N/A 55° 42° 42 468967 _ Weather: I Sunny, cool, no wind Slump Range: I Date Samples Picked Up: I 2 -7 -03 Comments Other Test Methods / Standards Used: REINFORCING / PLACEMENT: I Conforms I I Does Not Conform OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4-US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com. CONCRETE REPORT VE TEST RESULTS *Discarded Tested in general accordance to ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: Form No.: T -102 Revised: 01/03 Page 1 of 1 ASTM C1231 x 7 UO3 Z Technical Responsibility: alt ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. X client x Contractor x Architect x Building Dept. x Engineer Report Number: 001 Inspection(s) Performed: Geotech Inspector and Date R Bergquist 2-4 -02 Copies to: Form No.: T -104 Revised: 02/01 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: .ottorosenau.com RECEIVED CONSTRUCTION INSPECTION REPORT FEB 1 8 2003 COMMUNITY Project: International Grocers Permit Number: D03 -012 DEVELOPMENT Address: 1075 Andover Parkway East, Tukwila Job Number: 03 -050 Client: Prologis Architect: Craft Ainsley Contractor: Gateway Construction Engineer: Shulter Consulting Remarks Exposed soils are suitable for up to 2000 psf per note on S1.0 of project drawings. Soils are native, glacial till. Does Conform Technical Responsibility: R. Bergquisj*jJect Engineer Page 1 of 1 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. .; 5;; M�5wSia'«Lxttii,:tt •'..1rxh4. ACTIVITY NUMBER: D03 -012 PROJECT NAME: PROLOGIS- INTERNATIONAL GROCERS SITE ADDRESS: 1075 ANDOVER PK E Original Plan Submittal Response to Correction Letter # DATE: 1 -13 -03 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: w Build g Division Public Works [1.7.1. 1214 nk. -22-05 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Structural Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUT G: Please Route Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents/routing slip,doc 2 -28.02 Approved with Conditions S/z i lk Fire Prevention C REVIEWER'S INITIALS: p. /ik Planning Division C ❑ Permit Coordinator DUE DATE: 1-14 -03 Not Applicable ri DUE DATE: 2-11 -03 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Feb 03 03 12:02p P(s S- 1152 -h illI (H /',71 fir--- -- - -- Zu Le 36tcs DEPARTMENT OF LABOR AND INDUSTRIES S REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 GATEWCS992C3 /04/2004 EFFECTIVE DATE 02 GATEWAY CONSTRUCTION SRVCS INC 425' PONTIUS AVE N #435 SEATTLE WA 98109 p.1 EXTERIOR RAMP AT 1075 ANDOVER PKWY E. ENERGY CODE THE 3, NG AND =NA \T ' O /E' \'S S -A L " ti`A N OR `"PRO iE EX 5 GOND ` 0'6 AS °=R SRS"....ODE GENERAL NOTES I. —E GON'RAG ORS- -A.-._ 3= SOLE_`' AND COmP__ __`' R=SP^ ✓'.63: E FOR CON.: ' Ok6 0\ THE .CGS 5. NG '-E. SAFE' Or A__ E SCNS PROPERTY AND FOR A. NECESSARY NDEPENDAENT ENG N:' \G R~. / _,E OF '-ESE ND - O'5. AND -0R A NGE 5.-A SAFE 5'ANDARDE. AR'-- TELTS AND ' R GONSv_TAN AS 57 O.r.'r. R /A ONS ARE NC '�'E OE TO N ...,UDE RE ✓ EA 0= = ADEC„ AG`' 0= - : GO'v`R,AG - ORS SAFE - " *'EAS . EA✓- CONTRACTOR 5-A_ FAk _ AR ZE VE5 /r'-- A-- SPEC. FED F'R."7.c R__ATi''& '0 ''HER AORK. -€" ARE `O 5.113m ` ► L "TEN G5.EG ONS °R OR - O B D:. `vG = THE GO \TRACTOR -A5 AN 03.:EG` ON "0 ANY °RC ?,,G` AND /OR D SORE ANGEE5 5E DRAW.NGS AND SPEC.' GAT 045 -E GENERA_ GON'TCAC - OR GOCRD NA' "-E R /AORK "!-A' OF OTHER SEF RA'E CONTRACTS SuC- AS 5I6N6, E OM ER = URN- SHP-7: ='✓S A- G- ARE 3E N5 DONE 3" OTHERS 4 ~E GEN RA_ GCN'RAG OR S-A__ VERFY ALL EX S''NG COND' ONE: 'N ~E " ELD. THE AR.;'EC. 5HA__ SE NO 'F A OF ANY D SGR'ANG ES SE N AG COND - ON5 AND GONS"R✓'!ON DOGJMENTS A C HO. JD ALL ?10R< N 'HA` AREA JN c ,t- D SG E ANC ES ARE RESOLVED 5 —E GENERA_ GCND - GNS OF "-+.E CONTRA G' FOR .'.UNSTRiG- 0►r, A..A. DOC4,MENT .A2C `HE ..A aT ED''ION. SrA BE N5PEGTED AT SPEG A._ \SPELT:ONS WHO REGd, RED BY 'HE B.;LD'NG SI-IA BE PERFORmED BY 'N5PE TORS APPROVED BY T-E Bu ..D OFF:& .A_. A__ ACRK DON` 3E •►N GC'N: M E ., O o r �T S c. NOR. ANG T � W _ ,� A°PR,�VED L.ANS AND °R.�.;F., ., LG: ;GATIO!v,,. '~E APPROVED PERm ' ED, ErAN PLANS ARE - O RE'N'A !N ON SITE AT A__ 7 S. ;'FENS ON5 ARE 'O =AGE OF STUD GONCRE OR MASONRY UNLESS OT* - R,NiSE NOTED. 0 . DO NOT SGA,_,= DRAB M • NOS: D MENS' ONS GOVERN 10 WHEN EONS - RuG - O'N DE'"A:_S ARE NOT Ss O►'4N OR NOTED FOR ANY PAR OF -+E iNORK ETAIL5 SHAD BE - E SAME AS FOR OTHER SIMILAR WORK. QU`:S O ".5 GAN NOT BE RESOLVED .N `H15 'BANNER, GONTAG" "HE ARCH 'ECT PR OR TO PROCEEDING. II. GENERA` GON'RAC -R SHALL PROVIDE OWNER ►^i'Tr DETA LED GRIT GAS °r; k 5C t E "OR RE ✓ Ef AND APPROVAL °ROR 7- 0 START OF GOk:5 - RJC, O\. UPDATES QF ^ AS Y �-» ED _ SGHEDuL._ SµA...� 3.. MADE A,, NECESSARY /V . GO°IE., PR„^VID�:. 0 OWNER. 12. A.__ WORK AND v.A r? AL5 S++A. _ BE IN I ACCORDANCE WITH Ti•E LATEST RULES AND REGULATIONS OF THE JNiFORM BUi_DING GODS, KAT'ONA_ Eµ.G 'CODE AND ALL OTHER APPL GABLE STATE OR LOCAL. LAWS AND REGULATIONS. NOTHING N 'HESE DRAWINGS S TO BE GO \STRJED AS TO P`=Rm WORK W+» GH 5 NOT GO ^FORM!NG ''!E PREY OU5 LISTED GODES. IS. PROTEGTiVE mEASJRES SHALL SE TAKEN BY THE GONSTRAGTOR TO PR O"EG' AD -AGENT PROPERTY AT ALL 'IMES DUR N6 GONSTRJGT:ON, 14. T+ GOV- RAGTOR SHALL GOMPL`' WITH ALA CURRENT APPLICABLE LOCAL. ORDINANCES - OR UTILITY SERV :CES. EXISTING OVER -EAD DOORS o N 0' -0" i 44, r ! RCT FLR �P in PARTIAL BLDG. ELEVATION 1/8" = 1' -0" 12' -0" 25' -0" EXISTING BULDIN& -- - - t RAMP ELEVATION 1/8" = 1' -0" EXISTING MAN DOORS 6" GONG. GAB, PNT SAFETY YELLOW ASPHALT SIDE RETURN, MAX 45 4) SLOPE ASPHALT RAMP GONG. GUARDRAIL, PNT TO MATCH BUILDING 6" CONG. CURB /— POURED IN PLACE GONC RETAINING WALL PER STRUCTURAL DINGS. NORTH 51DE ONLY; TURNED DOWN ASPHALT W/ 6" CURB ON SOUTH SIDE, MAX 45 SLOPE PAINT GONG TO MATCH BUILDING BASE COLOR, ALL SIDES ASPHALT RAMP BEYOND AT APPROX. 1:10 SLOPE W/ 5-0 - .ANDING V"1/ 4% SLOPE AWAY FROM BUILDING OVER ';L A55 "A" PITRUN STRUCTURAL BACKFILL TO 45% COMPACT'ON GENERAL CONTRACTOR SHALL RETAIN& 6EOTECHNICAL ENGINEER TO INSPECT ALL PREPARED SOIL BEARING SURFACES 4 PROVIDE A LETTER TO OWNER STAYING THAT 50IL5 AIRE ADEQUATE TO SUPPORT THE "ALLOWABLE FOUNDATION PRE:SURE INDICATED IN STRUCTURAL. DRAWINGS. ASSUMED VALUES SHALL BE FIELD VERIFIED BY HE GEOTEGHN CAL ENGINEER PRIOR TO PLACING CONCRETE 4 ASPHALT. PARK NG: INDEX OF DRAWINGS T l &EN`'RA_ INFOR. PAN CODE /ZONING INFORMATION ZON NG D STR'GT: CODE OGGPANCY GLASS r GATON: TYPE OF GON5TR.JG" Oh: TENANT AREA: VICINITY MAP N.T.5. l a ✓SG /G./CR:�v' F RE GORE S. O-riGE. 5' WAREHOUSE St N 656 TOTA.. EXIST NG OFF G. 454 TOTAL EX'S WAR HOUSE 5,200 TOTAL Bt,:L.DIN& AREA (NO C- *ANC-_) b BULDIG B • • ♦ v • • • ;- ..._ULji; MAO) sv4 A • • ♦ • • • SITE PLAN 1 " = 20' -0" • N N U N U U U U U r EXISTING LOADING AREA 12' -0" r- -� SYMBOLS 0 REVlS t:,_OUD AROUND RE /SON WORK POINT CON PO NT ORDATJMQGN'T PROJECT DIRECTORY CANER. TENANT: ARCHITECT: PRO.EG' 517E: LEGAL DESCRIPTION TAX PARCEL NUMBER 262304° 06 EXISTING PARKING 0 �5 ►n EXISTING WAREHOUSE G&L;JIN - NE GR KEY NOTE PROJEC AREA PROLOG 5 4TT75 FREMONT BOULEVARD FREMONT, GA 44538 INTERNA GROCERS 1015 ANDOVER PARK,^1AY EAST TUKWILA, AA °bi88 CRAFT ,Alse ARGHiTECTURE %betact: 2N AVENUE Phone: SEATTLE, WASHI T ON 48 ;2, Fox: 1015 ANDOVER P ARKAAY EAST EXISTING LOADING AREA ,or;oci.: Phone: Fox: - 68.5 KURT (510; 656- - (5:O 66 - X KATHY GRAFT (206; 7 20 -700 (20b) 120 -2A FILE COPY Linderstand that the Plan Cheek approvals are subject to errcrs and omiss,ons and approval of pans does not authorize the violation cf any adopted code or ordinance. Receipt of con - tractor's copy of aocroveo plans acknowledged. By Date C - Permit No REVISIONS No CHANGES S NLL BE MADE TO MT: S-: 7'E OF `'f _?. WITHOUT PR OR _ ,i0VAL CF Tt ‘ •Pr �A BUILDING &OTE: REVISIONS WILL FI LIIRE A NEW PLAN �.- A L MAY ItdOLUDE ADDiMO AL PLAN RLYIEW FaS. 0(2. ROOM = N•5r GRAD= EX 5' N6 GRAD_ PRCR - " _ NE TOP OF °AVE' 1EN PR ✓ ..__G NOR SEPARATE PERMIT PT1UIRED FOR: ECHANICAL [ : . ECTRICAL e PLUMBING 'GAS PIPING CITY OF TUKWILA BUILDING DIVISION RECEIV KW CITY C JAN ; 3 2002 PERMIT CENTER Craft Ainsley Architecture Ptsc DRAWN BY. CHECKED BY. DMA I A M ■ea Vegf vavyhh The Global Distribution Solution 47775 Fremont Boulevard Fremont, California 94538 Phone. 510 -656 -1900 Fax. 510 - 661 -4033 DATE SHEET. 1 1- Ns E:S". _ IN 1%A__ #4 i4ORIZ 0 ' 6' ,..LP WALL 2 "2 WEEP 'CLE 6 48"3 C - PAVING PER ARC-. 1 3 y2 KE'r — SCALE: 34" =1 -0" A aAr'IW, FER Alt. 3' -IC" 1" 4 VERT- le' • , 'o.c f_ r r= 2' -4 $ECTION A -1.0 i— CONTIN'UOL:c �C- DRAtN PEP 501Uc ENC'NEP -- 5 -#4 CON T. #4 ' 2"o.c. SCALE: 34 " =1 - 0 " SECTION 8 -1.0 0 z c� Z w _ i (E) P - PANEL (E) CON;, . SLAB (E) CONTINUOUS FTC. (VERIFY) 0 o NEW ASPHALT 1 RAMP N ti SCALE: 1/8" = 1' -0" 0 i- — SCALE: 3/4" =1' -O" 11' -0" EXISTING CONCRETE SLAB ON GRADE - EXPA" > : ti LIATERIA - 0 _) Bo _ NC *A- I SECTION C -1.0 1.0 NEW 6" CONC. RETAINING WALL A -1.0 NEW RAMP PAVING BE!ONC PAVING PER ARCH. EPDXY GROUT 6" MIN. • NTO EXISTING FTG. PARTIAL FOUNDATION PLAN 1..1 NOTES: 1) BOTTOM OF ALL EXTERIOR FOOTINGS TO BE 1' - 6" MINIMUM BELOW LOWEST ADJACENT GRADE. GENERAL NOTES CODF . UNIF1, %4 BUILDING CODE:., 144 EDI I ION (LIVE LOADS- WIND 811 MPH LON1, EXPOSURE '0" ►IL PROFILE TYPE. SD SUS-WC . _ZONE. III WALL_ DESIGN PARAME TERS FQETV ALENT AC ! I Vt- FLEE` PRESSURE EQU1A ALEN? PAS,IVE FLUID Yr."SSURE COEFFICIENT OF FRICTION WEIGHT OF COMP ACTED SOIL. 35 PCF 250 PCI 0.35 120 PC'F 'TRAFFIC SURCHARGE EQUAL TO 2'-0' OF ADtHTIONAL EARTH PRESSURE FOUNDATIONS: SOIL BEARING CAPAC i T Y ASSUMED T BE 2000 PSI'. ALL FOOTINGS SHALL BEAR ON UNDISTURBED EARTH OR SOIL COMPACTED TO 95% MODIFIED PROCTOR PER AS°CM D-155" ALL EXTFRIOP EOOT1NGS SHALL BF 18 INCHES MINIMUM BELOW LOWEST ADJACENT GRADE. SOILS ENCILNEER TO VERIFY SOIL BEARING CAPACITY AND THE ASSUMED WAIL. DESIGN PARAMETERS LISTED ABOVE PRIOR TO WALL CONSTRUCTION, NOTIFY THE STRUCTURAL ENGINEER FOR ANY REQUIRED ADJUST'MEN S TO THE ASSUMED CONDITIONS CONCRETE: ALL CONCRETE SHALL BE STONE - AUGREGA fE CONCREI F HAVING A UNIT WEIGHT OF APPROXIMATELY 145 POUNDS PER CUBIC FOOT 28 DAY COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS: fc - 2500 psi FOR FOOTINGS fc = 3000 psi FUR CAST -: N -PLA( E WALLS CONCRETE IN ALI. EXTERIOR SLABS TO BE AIR ENTRAINED 6%e PLUS OR MNUS CONCRETE SUBMITTALS SHALL CONFORM TO SECTION 1905 OF THE UBC . MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE UBC .AND ACI CODF 3 i 8 -95 PROPORTION OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE M! X. WITH A MAXIMUM SLUMP OF 4" INCHES, WHICH CAN BF PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFAC E WATER. 3.4" CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON' ARCHTTEC ORAL DRAWINGS. EPDXY: EPDXY FOR FAS FENING ANCHOR BOLTS AND REBAR INTO EXISTING CONCRE r L i 0 BE SLMPSON SET HIGH STRENGTH EPDXY AS MANLTACTLTRED BY SIMPSO *:. :HOR BOLTS AND REBAR TO BE INSTALLED TN DRILLED HOLES PREPARED IN AC. r `F.DANCE WITH MANUFACTERERS SPECIFICATIONS ANT' ICBO REPORT -ER -5 ^A FED OCT. I, 200C. REINFORCING STEEl.: ALL REINFORCEMENT SHALL CONFORM TO AST,: A6 82(S1). ALL REINrORCING SHALL BE GRA DE 60 (Fy 60,000 psi; Fs 24.000 rsi I LAP CONTINUOUS REINFOR LING BARS IN CONCRETE AS INDICATED BELOW, ; - MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -7" BEND) WILL ?:' , P0 - v IDED FOR ALL HOR:ZONTAL REINTORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD PRACTICE OF DETAILING RE INi ORCED CONCRETE STRUCTURES. MINIMUM LAP SPLICE LENGTHS BAR SIZE fc= 2500 >r-I 32" *5 39" 47" 47 69" fc =3000 29 " 36" 43" '53" THE F'JLLOWLIIG MINIMUM COVER SHALL BF PROVIDED OR REINFORCEMENT (UNLESS INDICATED OTHERWISE ON DRAWINGS): A) CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH 3" EARTH FACE B) CONCRETE EXPOSED TO EARTH OR WEATHER (CAST IN FORMS) 36 THROUGH u18 BARS 2" *5 BARS & SMALLER 1 -1.2" C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS. 'HALLS & JOIST - tt11 BAR & SMALLER. 3,4" BEAMS & COLUMNS 1_i INSPECTIONS: A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS FOR ALL REQUIRED INSPECTIONS SI - TALL BE SLBNETTED TO THE BUILDING DEPARTMENT SHUTLER CONSULTING ENGINEERS, THE OWNER AND THE ARCHITECT BY THE TESTING AGENCY FOR REVIEW. THE TESTING AGENCY SH ALL BE AN INDEPENDENT TESTING AGENCY APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING INSPECTIONS SHALL BE PROVIDED AS A MINTLMIN; ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING DEPARTMENT SHALL ALSO BE PERFORMED. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. SOILS ENGINEER TO TAKE COMPACTION TESTS WITHIN NEW RAMP ARE. IN ALI FILL AREAS. COMPACTION TO BE AS REQUIRED BY SOILS ENGINEER. FOUNDATION -- SOILS ENGLNEER TO INSPECT FOUNDATION EXCAVATIONS PRIOR TO POURL'G FOOTINGS. AN INDEPENDENT TES I ING LAB APPR JVED BY THE ARCHITECT SHALL INSPECT CONCRETE AND REBAR AS FOLLOWS CONCRETE - INSPECT REBAR PLACEMENT PRIOR TO POURING. TAKE 3 CYLINDERS FOR EACH CONCRETE POUR, BUT NOT LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF CONCRETE, NOR LESS THAN ONCE FOR EACH 5000 SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS. TEST ONE CYLINDER AT 7 DAYS. TEST REMAINING CYLINDERS AT 28 DAYS. SLUMP, AIR CONTENT AND CYLINDERS PER UBC SECTION 1905.6. SPECIAL INSPECTION SHALL ALSO BE PROVIDED FOR ALL EPDXY REINFORCING STEEL INSTALLATION. SPECIAL CONDITIONS: DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING. BRACING, AND GUYING IN ACCORD.-A,NCE WITH SOUND PRACTICE AND P.I.L NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO COORDINATE ALI. TRADES AND VERIFY DIMENSIONS IN FIELD. :1BTAIN ARCYITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES. � -ova CONSULTANT: F- U) W 0 0 Z L� N C 00 W ©2003 All rights reserved. No part of this document may be reproduced, in any form or by any means, without permission in writing from Shutler Consulting Engineers. In'- .03 EXPIRE 2 -2 0 4 1M>♦- SHUTLER . CONSULTING - MI ENGINEERS Inc MONNININNI 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: (425)450 -4076 Craft Ainslev Architecture PLLC 03 -03.02 ProLogn l! the Global Distribution Solution " TE: 1 -9 -03 SHEET: S — 1.0 OF 1 47775 Fremont Boulevard Fremont, Califcr nia 94538 Phone: 510-656-1900 Fa,: 510-661-4033 2 ufi. hoP J -1 -• NUS \O IS 1HS \9M(c ,ZO \EO \EO\ ')I 91 91 '11 EOL /50 /1 ItaO(