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HomeMy WebLinkAboutPermit D03-318 - HALLWOOD REAL ESTATE - VACANT - FOOTINGS AND STEEL SUPPORTHALEWOOD R/E - VACANT SPACE - BLDG 17 725 INDUSTRY DR D03 -318 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2523049008 Address: 725 INDUSTRY DR TUKW Suite No: Tenant: Name: HALLWOOD REAL ESTATE - VACANT Address: 725 INDUSTRY DR, TUKWILA WA Owner: Name: SBP GENERAL PARTNERSHIP Address: C/O DELOITTE & TOUCHE, 2235 FARADAY AVE SUITE 0 Contact Person: Name: BOB HARTSELL Address: 617 INDUSTRY DR, TUKWILA WA Contractor: Name: LEO'S CONTRACTOR SERVICES Address: 21320 11 PL W, LYNNWOOD, WA Contractor License No: LEOSCS *990LD DESCRIPTION OF WORK: CUTTING A 9' X 9' TRUCK DOOR THROUGH 8" CONCRETE TILT -UP AND INSTALL FOOTINGS AND STEEL SUPPORT. Value of Construction: $ $3,900.00 Fees Collected: $164.96 Type of Fire Protection: Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0016 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N DEVELOPMENT PERMIT Permit Number: D03 -318 Issue Date: 10/23/2003 Permit Expires On: 04/20/2004 Phone: Phone: 206 575 -6676 Phone: 425 -478 -0355 Expiration Date:09 /17/2005 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Storm Drainage: N Street Use: N Profit: N Water Main Extension: N Private: N N Water Meter: doc: Devperm D03 -318 Public: N Non - Profit: N Public: N Printed: 10 -23 -2003 Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: /D-03 -o 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 granting of this permit -dges not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constru . iof or. the performance of work. I am authorized to sign and obtain this development permit. Signature: - . S -- Date: //J ',X ' se) 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. D03 -318 Printed: 10 -23 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 2523049008 Permit Number: D03-318 Address: 725 INDUSTRY DR TUKW Status: ISSUED Suite No: Applied Date: 10/14/2003 Tenant: HALLWOOD REAL ESTATE - VACANT Issue Date: 10/23/2003 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: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 6: 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. 7: 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. 8: 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). 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: 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 regulating construction or the performance of work. Signature: doc: Conditions D03 -318 Date: /0 r Zfir- '`DD Printed: 10 -23 -2003 Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 7/c/1 z'‘eperr D03 -318 Printed: 10 -23 -2003 Site Address: Tenant Name: Property Owners Name: Mailing Address: Name: r.* Mailing Address: E -Mail Address: -GENERAL;C Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number:c / , � "0 5 e * *An original or notarized copy of current Washington Stat e ARCHITECT• OF RECORD All =plans must; b e wet stamped by of Recor Company Name: Mailing Address: Contact Person: E -Mail Address: ENGINE OF Company Name•�C ( �%� G (n)i-25 7_( Mailing Address: Contact Person: E -Mail Address: \applications\pennit application (3.2003) 3/2003 CITY OF TUKWIL4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** TRACTOR .INFORMATIO L E O S Co Q 4-0 t � c Ct cZ Day Telephone: State Zip Day Telephone: 7 2 V78 0 Fax Number: [ � Expiration Date: V (7 Contractor License must be presented at the time of permit issuance ** All planslniust be wet:stamped by Engineer of :Record fry S Page t or. eice'use; oii King Co Assessor's Tax No.: $ 2.J 9OOf tiJ (.l 4— Koes I City Suite Number: New Tenant: City City Fax Number: City Day Telephone: Fax Number: City Day Telephone: Fax Number: State Floor: State State . Yes D ..No Zip Zip State Zip 7.6 z 7 2-sRe LYEZtiiI':dz.vswpr.+.w�'ari +' LDIN Valuation of Project (contractor's bid price): $ Lj ! (Y r) " Scope of Work (please provide detailed information): l I 1 Will there be new rack storage? ❑ ..Yes If "yes ", see Handout No. Existing Building Valuation: $ for requirements. rovide All Building Areas in Square Footage Below. Addition • Existing Structure " Floor 3' Floor •• Floors:: thru Ba • Accessory:Structure *. ;Attached Garage Detached Garage; : ::: Attached :Carport, Detached Carport`':: :Covered Deck`:: Uncovered :Deck. �r Type of Construction per UBC Type of Occupancy per UBC PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. \applications \permit application (3.2003) 3/2003 Page 2 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑... ValVue ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑...Hold Harmless Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ... Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: \applications \permit application (3.2003) 3/2003 "' fy?�; yjy, ''t+ir� "•y't'ySAj'�:«�;r.r. �. �i�y,$ Please' refer to Public Works:Bulletin #1_ for.fees and estimate sheet cubic yards cubic yards ❑ ...Sanitary Side Sewer 0 ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ... Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ,, Call before you Dig: 1- 800 - 424 -5555 WO# WO# WO# Private Private ❑ .. Highline ❑ .. Renton ❑ ...Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Page 3 ❑ ...Deduct Water Meter Size Day Telephone: City ❑ ...Renton ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding State Zip Day Telephone: City State Zip .+Sr:°- �:Ria ";v,✓,: ti` „' .F }ii:S +Jti.1+7'r.4 Unit T e: ' Type: Qty : ,'.Unit Type..._: ,..Qty :.Unit Type:: :...: , . Boiler /Compressor: QtY ;:. Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater. Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind M ECHA;NICALnLLPERMIT INFO.' MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... J Replacement .... ED Commercial: New .... Replacement .... Fuel Type: Electric 0 Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: 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 days 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY-BY AWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN R OR AUTHORIIZED:IDENT: Signature: Print Name: Mailing Address: City Day Telephone: Fax Number: State Date: I l) 1 f --- 0 3 Day Telephone: / tK (/ n _3 s �t7� City State Zip Zip Date Application Accepted: /4'iy0 Date Application Expires: Staff Initials: lappliations\permit application (3.2003) 3/2003 Page 4 ProjeT i 1 A ... iv , \CI \ (AO , Type of Inspection: –, , Address: '–VNAU.0 - r- Date Called: -024 D 1 1 Special Instructions: I Date Wanted: i — I 5 2 1 -4 •_ Requester: e Phone No: • •• , 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 pproved per applicable codes. Corrections required prior to approval. COMMENTS: 'vpv- wN; (. 4 1 ) nspectoK Date: I I OL/ $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: COMMENTS: e-- ) k A et \Jed T 1 ryil 1 4 e r - Vi r 0 vy\ -;..e \c ,cf) r , 41 (irk I, -- jj‘ Sf o c> ScPc`txl Co,c v R 1-e — Of pp roki-e.e4 S re( i \ l/J-ea0,-,-.. Cy I- o u ed p Sclec k t okl E r20. v - q rrAi-ed pp "Tvivyli }- qpp 1 ek)e A Special Instructions: I Date Wanted: a.m. P.m. Requester: Project: i x \ I Type of Inspection: c I Spoc lot -- jj‘ Sf o c> Address: Date Called: Special Instructions: I Date Wanted: a.m. P.m. Requester: Phone No: ; Inspector: INSPECTION RECORD Date: Retain a copy with permit INSPECTION NO. PERMIT, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31 670 pproved per applicable codes. El Corrections required prior to approval. Li $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: s COMMENTS: Typ of Inspection: o -. 'i As r� lid DateCaIIed:))( , �- Special Instructions: 1 -) V4..„,I 1.4)---e. ir - o w' 4,2 A 1 G1 10 2..) Ve v.sc., uu%.4 -1. - e.Nr " ae - 5Pcr',•� o-c- 1S`' SA-t a bo1K c1 w-c S ~ A e ("t'r - c� n ( 1 �) vv, A , ' Y.t N s Lc rArA «CA 11■E P e, 1 Dd &*4 L6/04 Typ of Inspection: o -. 'i As r� lid DateCaIIed:))( , �- Special Instructions: ate Wante a.m. 1 ` :.� 1 Reques er: In.)-e14 Pone No: - — SIB — ULQ15 1 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206)431-3 i v.,� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 670 Approved per applicable codes. I Corrections required prior to approval. Inspector: - e N Date: 11,4 _0 2..` 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: COMMENTS: ' . -frA(I S i i ` i ►n4 fPl. -ot s. rPr U'rlp(}J \GJ 7° '1 ' �� h) ct,r'r Vseknr ( , CtOt.tr.P 4 �(i,r �l1rIAI ki c Y p Pr'i ff 1 N • ( . cm (' sc-c •-r ) \r-fa. ?)000 s i O v k 5 f)fl c 1 r. 1 ‘ rn (-,,C'e(4 Ct Date Wanted: / 6A,,, 1 II /03 p.m. Req ter: / �-(C . r i(1� Phone ONo: ( —0 /} L 47s 35 5 P o : OW 1 �jy Inspect on: y ;/)-bi(i 1 Address. �1 '►ia tr s f N 1 N • Date Called: 1+ i flb3 Special Instructions: � Date Wanted: / 6A,,, 1 II /03 p.m. Req ter: / �-(C . r i(1� Phone ONo: ( —0 /} L 47s 35 5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd. 100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Dpi -3 /g (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. Inspector: Date:\\ s _ o El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Address: ( ) / ^' 1.01 D A /Est I % v5 . ,i />lr /cn-- / ,31- -- 7 Special Instructions: 3 6 CV // / / / Reis v Am)/ - a S/ le' 7 a. n ' — 6 p --- ' Gk2 Reque r: l P one No: x,..,7._5' (,, ! 7d 0 3 , Proj ct: bf1� /6 41) e /L:sT Tye of Inspection: Of) /! , 7 ,4 i/ Address: Date Called. //— - S --D 3 7..?5` . v /) /j.'y 4)/2 Special Instructions: 3 6 CV // Date Wanted: // a. n ' — 6 p --- ' Gk2 Reque r: l P one No: x,..,7._5' (,, ! 7d 0 3 . . �. _.�,, r.'`ar.rx:: 't* r >,- rT�". , " , .7..7f , r-xtrv�..• .. ..�- .- ,.-- .r.- »,e, -ls4 srnw» �rtmr .-- siFyn- ma tor: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I • /1 r /GYA ,D0,9 PERMI (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Date: / / 47.00 REINSPECTION F E REQUIR)D. Prior to inspection, fee must be paid at 6300 Southcenter Ivd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 7 z 1Z D: w 2 . January 14, 2004 V i R�E® v I �F� 0 ,/ ww City of Tukwila Building Division / s 2O w I 6300 Southcenter Boulevard D � MOp O� W O Tukwila, WA 98188 �Fp�. 2 u_Q Project: Hallwood Building 17 Rollup Door Addition Permit Number: D03 -318 wV--- F = Address: 725 Industry Drive Job Number: 03 -579 z ~ F— O z t` We herewith certify that we have completed the following special inspections. To the best of our knowledge, v o the work inspected was in conformance with the approved plans and specifications and the applicable p H workmanship provision of the building code. w w X All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. L I O ii<i z. U • O = H z This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: 1. Epoxy Grouting 2. Reinforced Steel 3. Reinforced Concrete 4. Structural Steel Erection 5. Non - Shrink Grouting Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Patricia Wright Cc: Hallwood Commercial Real Estate 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 • A2LA Accredited Laboratory • Website: www.ottorosenau.com Supplier: Mix Number: MSA: Max Slump Allowed: Max W/C Ratio: Total Yards: Placed Via: Consolidated Via: Best Way Chute Other Test Methods / Standards Used: Specimen Test Field Number Date Cure 1 11-13-03 2 12-4-03 3 12-4-03 4* *Discarded OTTO ROSENAU & ASSOCIATES INC. Geotechnical Engineering, Construction Inspection & Materials Testing Required Strength (psi): 2500 Sampling A4.11.4:q.:17.gq::,3,1(404d*A Cast Samples: 1-4 CONCRETE REPORT Job Number: 03-579 Report Number: 001 Permit Number: D03-318 • Project: Hallwood Building 17 Rollup boor Addition Client: Hallwood Commercial Real Estate Address: 725 Industry Drive, Tukwila Address: 617 Industry Drive, Tukwila WA 98188 . ' . :- • Date: 6 November 2003 Inspector* W. Bowles i. ',.,- ' ...` ' Inspected the resteel and placement at Replacement section of slab on grade. Resteel is grade , as specified, from , -:, . ' : liPlaceitIetit , Data'-:. :' ,- - . .r' i 'n ''' .;,''.;‘ -.'';:,' : :'--:- .'•04ign,Bateh:Weights/CtibicYard- ., Cement (sack/type/lbs.): 564# Type I/II Fine Agg. (lbs.): 1230# Coarse Agg. (size/lbs.): 3 /4" 1900# Coarse Agg. (size/lbs.): Coarse Agg. (size/lbs.): Fly Ash (lbs.): Water (lbs./gal.): 275# Admixtures (specify): Weather: Clear Date Samples Picked Up: • ;.,.,t7•■••4, • Tested in general accordance to: ASTM C39 x ASTM C109 COMPRESSIVE TEST RESULTS REINFORCING / PLACEMENT: Conforms Age Size Area Max Load Strength (Days) 1ln.) (Spin.) Weight (Lbs.) (psi) 7 6x12 28.27 27.85# 68,430 2420 28 6x12 28.17 28.32# 83,700 2970 28 6x12 28.17 28.21# 99,890 3550 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: 1 Client Architect 1 Engineer Form No,: T-102 Revised: 09/03 Contractor Building Dept. 1 Batch Plant Slump Range: ASTM C617 Technical Responsibility: Page 1 of REC e/VeL) /DEC/I 5 20 at x Does Not Conform ASTM C1231 x avid S. Lyal, Technical Director 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Type of Fracture (other than cone) 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. *0' ".ji:?4,',;.,,:;,d,f„..• OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 03-579 Report Number: $ �r t f r ` . F , t .. :.. 4 aXi �. �.. R.'rC y { +.2 Project: Haiiwood Building 17 Rollup Door Addition Address: 725 Industry Drive, Tukwila Date: 6 November 2003 Inspected the resteel and placement at Copies to: 1 Client Architect 1 Engineer Weather: Clear Date Samples Picked Up: Specimen Number 1 Other Test Methods / Standards Used: Test Field Date Cure 11 -13 -03 Age (Days) 7 Contractor Building Dept. 1 Batch Plant CONCRETE REPORT Resteel is grade , as specified, from Placement - " h .r Supplier: BestWay Cement (sack/type /lbs.): Mix Number: Fine Agg. (lbs.): MSA: Coarse Agg. (size /lbs.): Max Slump Allowed: Coarse Agg. (size /lbs.): Max W/C Ratio: Coarse Agg. (size /lbs.): Total Yards: Fly Ash (lbs.): Placed Via: Chute Water (lbs. /gal.): 275# Consolidated Via: Admixtures (specify): Required Strength (psi): 2500 Sampiliiig ail tang 6;01: Air Cast Samples: 1 -4 Replacement section of slab on grade. Client: Address: Inspector: Slump Range: REINFORCING / PLACEMENT: Conforms COMPRESSIVE TEST RESULTS Size Area (In.) (Sq.ln.) 6x12 28.27 001 Permit Number: Hallwood Commercial Real Estate 617 Industry Drive, Tukwila WA 98188 W. Bowles beslgi B 0 w lgfits1004 -Yard 564# Type I /II 1230# 3 /4" 1900# 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 Technical Responsibility: Max Load Strength Type of Fracture Weight (Lbs.) si (other than cone) 27.85# 68,430 2420 x Does Not Conform ASTM C1231 x David S. Lyal, Technical Director D03 - 31 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 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: T -102 Revised: 09/03 J [ Payee: RICHARD WYRICK ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 I (206) 431 -3670 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000/322.100 000/345.830 000/386.904 RECEIPT Parcel No.: 2523049008 Permit Number: D03-318 Address: 725 INDUSTRY DR TUKW Status: PENDING Suite No: Applied Date: 10/14/2003 Applicant: HALEWOOD REAL ESTATE - VACANT Issue Date: Receipt No.: R03 -01249 Payment Amount: 164.96 Initials: SKS Payment Date: 10/14/2003 02:28 PM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 1016 164.96 Account Code Current Pmts 97.25 63.21 4.50 Total: 164.96 3697 10/15 971.6 TOTAL :L64.96 Printed: 10 -14 -2003 October 14, 2003 City of Tukwila Planning Department Re: New Truck Door Opening Dear Sir: Sincerely, HALLWOOD COMMERCIAL REAL ESTATE, LLC • BROKERAGE • PROPERTY & CONSTRUC110N MANAGEMENT • Bob Hartsell Director of Real Estate Services Hallwood Commercial Real Estate 617 INDUSTRY DRIVE TUKWILA, WASHINGTON 98188 (206) 575 -6675 FAX (206) 575 -1415 We are creating a new truck door opening in 725 Industry Way, Tukwila in Andover Executive Park. Enclosed you will find fully engineered plans from the structural engineering firm of DCI. We are requesting a building permit to allow us to go forward with this project. Hallwood is the property manager for SBP General Partnership, the owner of this building, and authorized to contract on their behalf. RECEIVED CITY OF TUKWILA OCT 1 4 2003 PERMIT CENTER ATLANTA • BALTIMORE • BELLEVUE • CLEVELAND • DALLAS • DEARBORN • DETROIT • SACRAMENTO • SAN DIEGO • SEATTLE DCI.ENGINEERS D'AMATO CONVERSANO INC. •ALLWOOD BUILDING 17 ROLL-UP DOOR ADDITION TUKWILA, WA r " --- "" . " 7 " -- FILE COPY the Plan ChF. :•:pprovals are ..ubj..;t to Elnd • of i;:tans dc' : fric, .. of arty • I c • 1011 tanrmturn TO". . us. • a—. 1..• • 1 It..1 STRUCTURAL GENERAL NOTES OCREIrrgrrli05 Prepared • By: DCI Engineers Project No: 03-11-21 Phase 3-102 October 7 ..,•••••• I. Mark D'Antata Cuy Conversane Xliseheth A. 0 Poser 1.9 HO0rinso Mark D. Aden ?eery !ones 11 • Troy a, Bran Tam C, Ph,D. Richard L, Hemmen s ts036 - t 8 ' •••1•••• • • 4.44.4. Gill OF TUKWILA NTROVED OCT 2 2 2003 As i40110 RECEIVED CITY OF TIJKINIt A OCT 1 4 2003 CElirgi4- • - 02 atrww"Wil 12- ! pa_ e 106 (2.) 601.4-9 et-tem:coo." two Tovel.e 2 ction3 Channel soltol- P _;?Anica L.- N-.;" 1.10 1, 11-lia.WEDS1-1f' To 136, 11-Picer) WPM Kfte Mike A AiJcitit Fitas t 1067 2. a. ii A 13 6A0 (UT ONL J W1Z FOLLIe /6 INTrit,i,D voq Recitifes “116044 IU I•e 6 11 2 -e 0 61114. cchola .43)(3•Aix6ibtuti LVZ) TAT - iipwa - wig TrAACIIC qnvF <MK 1166 3 1 12.)(32.01fi. fi3O110 IAILI,PANEL-- • 1141 5- *Tfr TIA t) • - NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. r�u�r.r ...v J. ut.i 1- 1 YU1.YCCRJ OCI.EN GIN P D "AMATO CONVERS, O INC. Project 1 � -�` Tel 1 t ZIA Project No. G_ "WV! r. l'J4 Sheet No. S Z- bar Subject ' Ott pe4 E. Sc fkt /2 b 3 4 p tI ` /4R STtfT ENe..e. dncunne' <cm R1 'To H65 c, . v /4-" CO . S&\ 8 tout 3 sloes PSI To 1-!4.55 ij cTs. I. r. fE 6forJ or- . Xl /7/1)ra 1g. PS itt -T PrtE I N4 6 - - T t3E- ` - e t Vii' ! J e.enerott 60 oc . . i eePAGi es AR.E, - j v e . 12.0461t i - rc; - vc..T.'6 An1.mc3 ;: 2. 6)4 16TItJA 4 43x . x LoiiCZ to/ Boor$ eI won Z I Pfro E,=167'IrJ6 Pft•g1. k44.n to fDt it'E I t &oi' ' 9 u7- 71W 6/ St- ., , PIA) )6H Loce...EL VF1 )oIJ efi# ` C'd'r E tS? i% ; 4 - L}• X ••WJ' 1- QM.671 DOl)5t_ • 2� r t-' 11-1 1-1" i b We6/ r.A•nl:.:tL'd:4VikM dri�1�:7bdt+w%f'�'• .w.ttHUSNNtJRSRiN,�MK.M... L)UI U1N tti.K6 .D'AMATO CONvERS/1 "O INC. Project Subject th10d 5ecuy) 1 Y V k t�R V r f ( COL V • , tl • • \A Ss 34 5 4. Is co f rc ;Th VeR(FV 1)11q-en) oAv C.(4nl Je.L ckP ko Channel Project No, 03' ) Sheet No. W3 Date X0-2 -03 4 r 1 • VV 12 N sfWW (UT /t pAti EkcsYin PANE,L. Z T JO. 00 0 w w J fA LL. w0 g L a. I F w Z = I- 0 z w w U 0 (' 0 I-- w w 0 w z ~ � 0 Z lJL.i1'L' .l 1V LtI o D'AMATO CONVERSY — `JO I NC. Project 1 ovo Subject w • I (.4 5L;T5 H pp-f? ,JTb - 1N"WW \eb 4 CaQc th Xt�1ir MOC. • 1 ('j Tt 9 72.!` 3 i. -g111-XlxI SA6oaf rs. 4 P01,16 fft Project No. )! 2, g.1(15T lloo Lou, - i ! r.uo Sheet No. Date j O g3 BY Ma NOW CiPAP eLw • .Xl Tt JA-) fr'crrorgo AP-EA 0.-A 101)1611-m6 • fr a..- 71' €6K6J c Fe fz- 614:a z i 1- 1~ w O 0 0 • 0 co w -i I— N u. W 0 ▪ cy W = Z �- Z uj U O O N O '— Ui uj L I z w 0 = z 14L - r (aoi+. 4 Des(61Q Corn Qre v 6ffi m 1c 1 of I II STRUCTURAL GENERAL NOTES GENERAL REQUIREMENTS GOVERNING CODE: The "Uniform Building Code", 1 997 Edition, as adopted and modified by the City of Tukwila shall govern design and construction. REFERENCE STANDARDS: Reference to a specific section in a code does not relieve the contractor from compliance with the entire standard. The latest edition of the st; , Ward shall be used unless a specific date is indicated. DEFINITIONS: The following definitions cover the meanings of certain terms used in these notes: • "Engineer" — The Structural Engineer of Record (SER). • "Structural Engineer of Record" (SER) — The structural engineer who is legally eligible to stamp & sign the structural documents for a building project. The SER is responsible for the design of the Primary Structural System. • "Submit for review" - Submit to the Architect/Engineer for review prior to fabrication or construction. • "Per Plan" — Indicates references to the structural plans, elevations and structural general notes. NOTE PRIORITIES: Notes on the individual drawings govern over these general notes. STRUCTURAL RESPONSIBILITIES: The structural engineer is responsible for the strength and stability of the primary structure in its completed form. CONTRACTOR RESPONSIBILITIES: The contractor is responsible for the means and methods of construction and all job related safety standards such as OSHA and WSHA including those steel erection items specifically addressed in the latest OSHA regulations. The contractor is responsible for the strength and stability of the structure during construction and shall provide temporary shoring, bracing and other elements required to maintain stability until the structure is complete. It is the contractor's responsibility to be familiar with the work required in the construction documents and the requirements for executing it properly. The contractor shall at his discretion employ a Washington State registered civil engineer PE for design of temporary bracing and shoring. Bolting and field welding at all member connections is to be completed prior to the release of the member from the hoisting mechanism unless reviewed and approved by the General Contractor's temporary bracing and shoring design engineer. Submit construction sequence to Architect/Engineer for review. DISCREPANCIES: In case of discrepancies between the Genera) Notes, contract specifications and reference standards, the Engineer shall determine which shall govern. Discrepancies shall be brought to the attention of'the Engineer before proceeding with the work. Shaiid any discrepancy be found in the Contract Documents, the Contractor will be deemed to have included in the price the most expensive way of completing the work, unless prior to the submission of the price, the Contractor asks for a decision from the Engineer as to which shall govern. Accordingly, any conflict in or between the Contract Documents shall not be a basis for adjustment in the Contract Price. SiTE VERIFICATION: The contractor shall verify all dimensions and conditions at the site.. Conflicts between the drawings and actual site conditions shall be brought to the attention of the Engineer before proceeding with the work. ONSYPI, CTION LOADS: Loads on the structure during construction shall not exceed the design loads as noted in DESIGN LOADS below or the capacity of partially completed construction. DESIGN LOAD4 WIND DESIGN: Basic Wind Speed = 80 MPH, Exposure B, Iw =1.0. SEISMIC DESIGN: Seismic Zone 3, Soli Type SD, I = 1.0, R = 4.5. DEFLECTIONS: Total Load Defleotion Limit:,. L/240 Live ibad Deflection Limit: U360 DESIGN LIVE LOADS: AREA LIVE LOADS Roof (snow) 25 PSF • During the welding of all members or connections except as noted in UBC Seel 701.5.5. Special Cases • During grouting of adhesive anchors and reinforcing bars. • S fabrication if not performed by "Approved Fabricators" as defined in UBC Sec. 1701.7. INSPECTION SUBMITTALS: Submit copies of all inspection reports to the Archltect/Engineer for review. Steel • • SUBMITY'ALS SUBMITTALS: Submittals of shop drawings, mill tests and product data for items designed by the SSE shall be made to the Architect/Engineer prior to construction. The contractor shall review and stamp the submittal before forwarding to the Architect/Engineer. Submittals hall be made in time to provide a minimum two -weeks for review by the Architect/Engineer. Submittals required for each section of these notes are specified in that section. SHOP DRAWING REVIEW: Review by the Architect/Engineer is for general compliance with the design concept and the contract documents. Dimensions and quantities are not reviewed by the SER, and therefore, must be verified by the General Contractor. Markings or comments shall'not be construed as relieving the contractor from compliance with the project plans and specifications, nor departures therefrom. The contractor remains responsible for details and accuracy; for confirming and correlating all quantities and dimensions; for selecting fabrication processes; for techniques of assembly; and for performing work in a secure manner, When shop drawings (component design drawings) differ from or add to the requirements of the structural drawings they shall be designed and stamped by the responsible SSE. TESTS AND INSPECTIONS INSPECTIONS: All construction is subjeot to inspection by the Building Official In accordance with UBC Sec. 108. The contractor shall coordinate all required inspectlons with the Building Official. SPECIAL INSPECTIONS: In addition to the inspections required by UBC Sec. 108, special inspectors shall, in accordance with UBC Sec. 1701.5, inspect the following structural work: • CASTTIN•PLACE CONCRETE REFERENCE STANDARDS: Conform to: • (1) ACI 301-96 "Standard Specifications for Struotural Concrete ", (2) UBC Chapter 19, FIELD REFERENCE: The contractor shall keep a copy of ACI Field Reference manual, SP -15, "Standard Specifications for Structural Concrete (ACI 301) with Selected ACI anJ ASTM References." CONCRETE MIXTURES: Conform to ACI 301 Sec. 4 "Concrete Mi :^lures " MATERIALS: Conform to ACI 301 Sec. 4.2.1 "Materials" for requirements for cementitious materials, aggregates, mixing water and admixtures. . ,SUBMITTALS: Provide all submittals required by ACI 301 Sec. 4.1.2:, Submit mix designs for each mix in the table below. Member Type/Location TABLE OF MIX DESIGN REQUIREMENTS Strength (psi) Test Age Maximum Maximum Air (days) Aggregate W/C Ratio Content Slabs -on -Grade and thickened footing • Interior 2500 28 111 0.50 Mix Design Notes: (1) W/C Ratio: Water — cementitious material ratios shall be based on the total weight of cementitious materials. Ratios not shown in the table above are controlled by strength requirements. (2) Cementitious Content: (a) The use of fly ash, other pozzolans, silica fume, or slag shall conform to ACI 301 Sec 4.2.2.8.b. Maximum amount of fly ash shall be 20% of total cementitious content unless reviewed and approved otherwise by SER. (b) For concrete used in elevated floors, portland cement content shall conform to ACI 301 Sec 4.2.2,1. Acceptance of lower cement content is contingent on providing supporting data to the Architect/Engineer for review and acceptance. (3) Air Content: Conform to ACI 301 Sec 4.2.2.4. Horizontal exterior surfaces in contact with the soil require entrained air. Use "moderate exposure" Vertical exterior surfaces require "moderate exposure." Tolerance is t1 -Y /2 %. Air content shall be measured at point of placement. (4) Slump: Conform to ACI 301 Sec 4.2.2.2. Slump s call be determined at point of placement. MEASURING. MIXING DELIVERY: Conform to ACI 301 Sec. 4.3. HANDLING, PLACING. CONSTRUCTING ANDQURING: Conform to'ACI 301 Sec. 5. GROUT: Use 7000 psi non - shrink grout for column base plates and under tilt -up panels. GROUTED REBAR AND ANCHOR BOLTS: Follow manufacturer's written Instructions: drill holes in existing concrete to depth noted on plans or to depth as necessary to develop the strength of the rebar listed in The manufacturer's ICBO report. UNO by the manufacturer, make the holes 3/8 to 1/2 inch greater than bolt or dowel diameter. Roughen sides of holes by percussive drilling methods. Holes shall be brushed and blown free of debris and surface residue before grouting operation. Special Inspection required. . CONCRETE REINFORCEMENT REFERENCE STANDARDS; Conform to: (1) ACI 301.99 "Standard Specifications for Structural Concrete ", Section 3 "Reinforcement and Reinforcement Supports." (2) ACI SP -66 "ACI Detailing • Manual" including ACI 315 "Details and Detailing of Concrete' Reinforcement." (3) CRSI MSP -2 -98 "Manual of Standard Practice." (4) ANSI /AWS D1.4 "Structural Welding Code - Reinforcing Steel." (5) UBC Chapter 19, Concrete, (6) ACI 318-99 and ACI 318R -99. SUBMITTALS: Conform to ACI 301 Sec. 3.1.1 "Submittals, data and drawings." Submit placing drawings showing fabrication dimensions and locations for placement of reinforcement and reinforcement supports. MATERIALS: Reinforcing Bars ASTM A615, Grade 60, deformed bars. Bar Supports CRSI MSP-2-98, Chapter 3 "Bar Supports." FABRICATION: Conform to ACI 301, Sec 3.2.2. "Fabrication ", and ACI SP -66 "ACI Detailing Manual." WELDING: Bars shall not be welded unless authorized. When authorized, conform to ACI 301, Sec. 3.2.2.2. "Welding" and provide ASTM A706, grade 60 reinforcement. PLACING: Conform to ACI 301, Sec. 3.3.2 "Placement." Placing tolerances shall conform to Sec. 3.3.2.1 "Tolerances.` CONCRETE COVER: Conform to the following cover requirements from ACI 301, Table 3.3.2.3: Concrete cast against earth 3" Concrete exposed to earth or weather 2" FIELD BENDING: Conform to ACI 301 Sec. 3.3.2.8;. "Field Bending or Straightening." Bar sizes #3 through #5 may be field bent cold the first time. Other bars require preheating. Do not twist bars. STRUCTURAL STEEL REFERENCE STANDARDS: Conform to: (1) AISC "Manual of Steel Construction - Allowable Stress Design" (2) AISC "Code of Standard Practice for Steel Buildings & Bridges.1 (3) RCSC "Specification for Structural Joints using ASTM A325 or A490 Bolts." (4) AWS D1.1 "Structural Welding Code - Steel." SUBMITTALS: Submit shop drawings in accordance with AISC Specification Sea, M1 "Shop Drawings." Submit welder's certificates verifying qualification within past 12 months. MATERIALS: Structural Channel Shapes ASTM A572 -GR50 Other Structural Shapes.. ASTM A36 Bars & Plates ASTM A36 Structural Tubing ASTM A500, Grade B High - Strength Bolts ASTM A325N Threaded Rods ASTM A36 or A449 Welding Electrodes E70XX Adhesive Anchors Hilt' HY -150, of SER approved equal with current ICBO report i �: Conform to AWS D1.1. Welders shall be certified in :accordance with AWS and WABO requirements. Use E70 electrodes of type required for materials to be'welded. BOLTING: ASTM A325N bolts shall be Installed "snug tight" per /MSG, Section RCSC 8(o). MDHORS: • EXPANSION cw ADHESIVE ANCHORS: Expansion and adhesive anchors shall be as specified or SER approved equal with current ICED report Install anchors in strict accordance to ICBO report and manufacturers Instructions. Use acrylic anchors of equivalent strength when base material falls below 40 degrees F. FABRICATION / ERECTION: Conform to A1SC Specification Sec. M2 "Fabrication" and AISC Code Sec. 6 "Fabrication and Deliver' and A1SC Code Sec. 8 "Quality Control." The fabricator and erector shall maintain a quality control program to the extent deemed necessary so that all of the work is performed in accordance with this Code, the AISC Specification, and the contract documents. SHOP PAINTING: Conform to AISC Specification Sec. M2 and AISC Code Sec. 6.5 unless a multi -coat system is required per the project specifications. Do not paint jteel to be embedded in concrete, fireproofed, or concealed by the interior building finish. Do not paint surfaces to be field welded. All other Interior steel shall be painted with one coat of shop primer. Field touch -up painting shall be with primer for exposed interior surfaces and as per the project specifications for #xposed exterior surfaces. All steel shall be painted per project specifications unless noted otherwise on the drawings or in the project specifications_ ERECTION: Conform to AISC Specification Sec. M4 "Erection" and AISC Code Sec.7 "Erection," Steel work shall be carried up true and plumb within the limits defined In AISC Code Sec, 7.11. BRACING: The contractor shall provide temporary bracing by RISC Specification Sec. M4.2 "Bracing" and AISC Code Sec. 7.9. "Temporary Support of Structural Steel Frames." D'AMATO COt4VERSANO INC, PrEv(acs lec►. o Q S t r�G 12' u S q' S Subject L , rrerta 4-12 3 V27-0 1312)61 irkrr 9 it' vtati Jowled, 1►'to" 1,0411 AfrYtto e Ct =0 4 3(, 1,0 nth. (Nl °,7; oet (3) IktAf.a.weleit twis 10)" eAft-4 E to (24 y Mer eZL 'kt, ki`if i/h. z-13,F 1's ; alt sC Y 1.1 P 36F l Kf 4 - (0, V 6,F Co :v • used , „ -..., 64A or 1 ' crriek ff -2.3 \1..„. la PSOLID13A1* 4 ©,ge (4O (f30x2. f IO0X2)j /T) 5 . 0hUirri.Q p v-1 1 40' !,."± lQ �, , g-onri P 12.7 tteAfF(k.$)C D.621.1) -z• 132/7-4* N , Si2.2 C 1 t�` (, t f).12,1�- �/3 It 'V ? x /51 , 5 I 2 1- ! 1 . Vt, 4 r �b stnwtesi taco { "Crver P.;n 01 - 1 1 301vp5 ........r_ e pc e cavor %}) dr 8'3" " Ow ql114- i t lov � 115W- 5 i D'AMATO CONVERSANO INC. 2.' 12'32 "�' (2 8 e �JL ~- 4b * OVA, UadiA- LL 2,5V5F Cedeite t 5 At +7) 2 Wail 4 1 WA l e 11 (UP,� 1 ' 11 :tog' )(to'..:- I fL ' ' � ' ► Atone 1 L 't 4 124 T: ka,l! Wi 055) +'�.1C75 )A % " r 4r =- ! eta p ■ �- O. Q 4 ? Q n e I I 1vo • 10, rxiNN tit of fai,! bctoo ,r�1 1 V31•5'Xj 4) = U-05 1(0 psi 4. 1 i et- Gu11 1axe, {� � t<<�6l�atrel �4vJ- b� -h�keh �y a fi4 aww41e p'� Date q ��� tral Project • kt L43061 13Ua Subject fRt:,"i{ (0' pooF .. nivani t \.UjN v1rK .,ANU IN WV T 1 rr2. r I ? 1":" N/ o5X 1toXi213/2. Ic-Vs b f E.IM49 91- . 1 . ta*_a') 0t, as ite, pane ,\ane 40 •(Jhe t . u) !•1 . D Co l 4 S eAvA ' .. t o " i t %= 47 5 (Z v t; s- DAY or. FR—mat, 5fivixtv4 Cu. p t+ 3 1 r r 1 akil 1\16, oci,r pt,{ A5` P= F Cu.) jetnL }'uph, 104 Ofame z g' t 2's /v` to doe WeA, w' 4 b. + 1 00 PLF LL' 50 c' c kti D.344 s G� - rQtt 4l Y-r: of 2" 4• Date 9 B s . 014-t t 1ru. te4tnti S 6,0f04101 Fame) 1,0 e. r cc j bra (1 Azinger load, +D +kg -6ree, 3' ,t1 s 1crt g '10 3W smdi I f-1 t, ) afdrzva,x, e 6l4es T b,tpgC O31S) :C4T2. a ef ad � A 4.9 11 b:7, (o . r1 3)(, off' = t o t /flr e tie -c.dgc• e 6,w1 Vuo at if f. D (CO ' 720& It1a0 i' L oi /01 13m:7 tictf ro 4411 1 � .(c t)Ci - �'"/ 18 L � 40.____AIL ejl!, L ‘ VAti)li — 11 .P Cfrion.i-e,c/ LDNY Lt 14017)=-1. 2c.�P .< i ' r Q,tt D ( ..- = b, ) (A.2.3 /4) eo Lmo 81'5‘,5 '41) v ) 65.s � , to" G�" 3., W2 C itiS L2 L.: 511 Catti‘thl It60 ,. 0 +. 0, Its . 'UP g1131 (o3xo;112) 3 VW 3 oapb DtteLV • z _I- z cc w 00 W I U) w 0 CD = w H = Z° U� 0 w L I Z w o� z ct Date a-E -03 Subject �,��,,,, II J ! By AtIR''s �■ D'AMATU UONVERSANO INC, caw' MRS too fteoniti Mblooiolf, 61 - litt goo1/4.6 iAtikkuked .6) 12%0 olos fit,p4a, E \ab i 44' -R3 col w p" 2Z0" 0 t,I6Le O&M. 319 4: 711 I tii, f a'IZ vat( A''tbkDowSt.Ir'oT ex a'' r o c , , kD 't ' g, eritte- ext14404 1 . 51/2," i5k. 6Leoe 6 ctm1(i)ow:4 i 29 s trksi-Ne &to 1°%4 (4)Teci' ztim tv V-- / mkt. - =7 -I 2 L 5140140.7 Sweet \ b:35 1 c " - .75 4' I.,rmv - @ offd ceGuy.,- s uNA- 1 44ctieiNi 1 ' fetada opeNv>vj , - I 34, t .. wxi,. yk'r.* rr: �tti: a.••._ w. w..-.. �—•• r++.++ nua�t• vew ::ww.+.w.....>.+�mae.m+avn�;Gt s .a ".':.ii�.;:'ta:�.u�;i i �,: Loads: LO 1,101 Results for LC 1, lot OF D'Amato Conyersano, Inc. Hallwood Bldg 17 Addn arospo 03 -11 -291 Door opening support frame October 1, 2003 9:41 AM frame w_channel bm & HSS.r3d Member: n/Il Max: 19.744 at 0 ft Min: -4.574 at 7.677 It Max: 13.407 at 0 ft fc Min; .274 at 11 ft Max: .431 at 5.615 ft Max : .851 at 11 ft Vz Min: -.909 at 0 ft Max: -.201 at 11 It ft Max: .32 at 0 ft My k -ft Min: -2.262 at 5.729 ft Shape: C12X20.7 • Length: 11 ft I Joint: N1 J Joint: N2 LC 1; lv1 Code Check: 0.631 (bending) Report Based On 97 Sections k RISC ASD 9th Ed. Max Bending Check Location Equation Compact Fa Ft Fby Fbz Fvy Fvz Cb 50 ksi 5.46 ksi 30 ksi 37.5 ksi 19.427 ksi 20 ksi 20 ksi 1.74 Max; -.004 at 11 ft Dy in Min: -.023 at 0 ft Max: 6.379 at 0 ft Vy Min: -2.824 at 11 ft Code Check 0.631 Oft H1 -3 Min: - 17.646 at 6.302 ft Max Shear Check 0.113 (y) Location ` 0 Max Defl Ratio Y -Y Z -Z Cm .85 Lb 11 ft KLJr 165.374 Sway No L Comp Flange Torque Length .85 1 1 ft 28.681 No 11 ft emu. to GI2a‘ 25 Cam' z Z C w 6 J U U 0 • W 111 2 w w 2 w = cn = Cr I w •- z � F-0 Z ,— w • w • 0 • co 0 - O I- wW I I 0 ..z w = 0 z N. iviemoer: M Shape: C12X20.7 Length: 2 ft I Joint: N3 J Joint: N1 LC 1: le Code Check: 0.434. (bending) Report Based On 97 Sections ..pax: -.023 at 2 ft Min: -.073 at 0 ft A Dy in Vy k RISC ASD 9th Ed. Code Check Max Bending Check 0.434 Max Shea? Check 0.194 (y) Location 2 ft Location 2 ft Equation H1 -2 Max Deft Ratio U488 Compact Fy 50 ksi Y -Y Z -Z Fa 27.144 ksi Cm .85 .85 Ft 30 ksi Lb 2 ft 2 ft Fby 37.5 ksi KL/r 30.068 5.215 Fbz 30 ksi Sway No No Fvy 20 ksi L Comp Flange 2 ft Fvz 20 ksi Cb 1.75 Torque Length 2 ft Member: M3 Shape: HSS3.5X3.5X5 Length: 10.5 ft I Joint: N4 ' J Joint: NI LC 1: Ic1 Code Check: 0.484 (bending) Report Based On 97 Sections Max: 18.998 at 0 ft Max: 5.407 at 0 ft fa Min: 5.372 at 10.5 ft • ksi lay Max: .315 at 10.5 ft V Min: -.315 at 0 ft M z ax: .019 at 5.25 ft Min: -.551 at 0 ft Max: 3.457 at 10.5 ft fc Min: .327 at 2.188 ft k-ft Compact Fy 50 ksi Y -Y Z -Z Fa 15.215 ksi Cm .6 .85 Ft 30 ksi Lb 10.5 ft 10.5 ft Fby 30 ksi KUr 97.782 97.782 Fbz 30 ksi Sway No 1 No Fvy 20 ksi ' Fvz 20 ksi L Comp Flange 10.5 ft Cb 1 Torque Length NC Max: -.327 at 2.188 ft ft Min: -3.457 at 10.5 ft RISC MD 9th Ed. Code Check Max Bending Check 0.484 Max Shear Check 0.009 (y) Location 10.5 ft Location 0 ft Equation H1 -1 Max Dell Ratio 04264 ksi rviemoer; my{ Shia P e: HSS3.5X3.5X5 Length: 10.5 ft • i Joint: N5 J Joint: N2 • LC 1; ic1 Code Check: '0.144 (bending) Report Based On 97 Sections Llliax :.04 at 6.016 ft Dy in Max: .014 at 6.016 ft 1 n Dz Max: 2.95 at 0•ft A k Min: 2.824 at 10.6 ft .Max: .237 at 10.5 ft . .........402s Max: •.018 at 0 ft• Min: -.393 at 0 ft Vz •---- k Max: ,463 at 6.562 ft Mz < .... ; : Min: -.823 at 0 ft :. _ _ k, ft My _agi Min : -.192 at 10.5 ft k ft T ---- --- -� k ft • • - Max: .84at0ft fa ksi Min :.804 at10.5ft Max: 2.962 at 0 ft fc Min: .179 at 2.625 ft ksi Max: -.179 at 2.625 ft ft Min: -2.962 at 0 ft ksi RISC ASD 9th Ed. Code Check Max Bending Check 0.144 Max Shear Check 0.012 (y) Location 0 ft Location , 0 ft Equation H1 -1 Max Defl Ratio L/3133. Compact Fy 50 ksi Y -Y Z -Z Fa 15.215 ksi Cm .6 .85 Ft 30 ksi Lb 10.5 It i 10.5 ft Fby 30 ksi KLlr 97.782 i 97.782• Fbz 30 ksi Sway No I No 20 vz z 20 ksi L Comp Flange 10 i Fv 5 ft Gb 1.743 Torque Length NC -_ -OH -- N1 • t' ' . 1 . n,.,. ,.i� ,.. .0 • �„ .,, '.� � 1 �: »A�.wM� 1 •9; 21.948 _ ♦ v 1 u.''� ���1:... -.315 • - +� ', . .561 0 . -. ,�. 5 %;1 •' � �y.a; Aim' ■ I • � • • r .. j � ' . 1 � I. ; :: 0 � 4 o - s: .1 9 - • -3.34 CO a .(ft): X4.877 Y: 8,519 Z: 0 Designer : map Job Number : 03 -11 -291 - Member Direct Dis Member Label Direction Joint Label N1 Ent! 0:• Start Magnitude Hal {wood Bldg 17 Addn M1101111111111MEMIIIIIIIIIIIINIM 16 0 11.1111M1.11111 M ,fir NOMMILENIMMIN Z .06 � i'y � y .06 ,yy 0 My+ • 3914: L• 0 '0 IL • 7.211 .1 6 (L oad,(M)ase ' Direction MagnItude t10 is la (k, k -ft , in' rad, 6 Y b r eolnt Loads. Category : DL, BLC I : dl-F1l Member Label I Joint J Joint LC Joint Label X Force k to • o : DL 8L I : dl +11 manta Cate • or : DL 11LC 1 : tl1 +fl Y Force End Magnitude Z Ford RISA -3D Version 4.5b [J:1.,,\...ltrame w channel bm & HSS.r3d) Direction Start Location r• Moment lit_Ml Y Moment (k -ft 1 9 :43 AM checked By,_ End Location Magnitude Location k k -tt tt or % 0 Reactions. By Qombinatlon 2 Moment Page 1 TOTAL P.21 lo :t NO CHANGES SHALL BE kliM7 TO TETT SCOPE:. OF WORK "WiTHO :T PFPOn L.. - ' i9OVAL. OF TUKWILA al.ALDPN a t)a' ✓� �y::; NOTE: REVISIONS WILL. REQUIRE A NEW PI.Ata AND MAY INCWOE ADDIT4Y PLAN RE-YI .ra FEES. 725 1 Date Permit No. kiltca. �..- (Revised 8/98) REVIISIONS I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. EXHIBIT A THE PREMISES (Floor Plan) DD -3!$ TUOILA OVE0 OCT 2 2 2003 As ILD SEPARATE PERMIT REQUIRED FOR: MECHANICAL ELECTRICAL "PLUMBING lar GAS PIPING CITY OF TUKWILA BUILDING DIVISION MECEJVED CITY OF TUKWILA OCT 202003 PERMIT CENTER IIII►►I►II'H1 �i 1 V li /ter 6 uoi Ug , INDUSTRY DR! • 3 WW1 2 BLS p. L k t co s °d° III 1111 1111111 11 III : . •13 LN3311Wa3d COOZ I10 v II/v1H(I 3 U kLIJ 4 3AI333j N X0 338 ,.. 0,11,.. „•1411 z 1 ~ W a: 00 u o ILI J I W D LQ to W z= 1- 0 z �- w U � 0H WW HI .. Z U= O~ Z • ..• ••. -•• • ,"; . ; • ' REGISTERED AS PROVIDED BY LAW AS CONST CONT SPECIALTY # ' DATE CCBEEX LEOSCS*990LD 09/17/2005 EFFECTIVE DATE 06/04/2001 LEO'S CONTRACTOR SERVICES 21320 11TH PL W , LYNNWOOD 98036'%: Signature--- Issued by DEPARTMENT OF LABOR AND INDUSTRIES • ' . z re al 6 E . -I o • 0 W W -.I 1-- ' w g 7-1 u_ < I m ui Z 0 Z 1— LIJ w O CI O ( 0 O - O I- W u i I 0 1— 1= w z 0 • (j) 0 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -318 DATE: 10 -14 -03 PROJECT NAME: HALLWOOD REAL ESTATE — VACANT SPACE SITE ADDRESS: 725 INDUSTRY DRIVE X Original Plan Submittal _ Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS: AtIgi Build' g Division Fire Prevention it Pub 'c r s n � I nJ (0�3 Structural ❑ REVIEWER'S INITIALS: h(e 10.40 --03 Planning Division Permit Coordinator DUE DATE: 10 -16 -03 U DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [Y Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyTING: Please Route , Dl ' Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 11 -13 -03 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ' Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2-28-02 PERMIT COORD COPY - '. 1 ."Ctt`at:dr.LS.�vr'w.i:.ti»ksrt:A r.LL.i % w. N. d, a4s: L.. w:, U4a:: i��t, r✓ Y..:.: J. kL.. f: n;.. r: tvE�n .7:J.Yii:S/ti+.`.�:i�+'.i::af.'�