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HomeMy WebLinkAboutPermit D04-073 - WESTFIELD SOUTHCENTER MALL - VACANT SPACEVACANT SPACE • WESTFIELD SHOPPING TOWN 830, 826, & 820 SOUTHCENTER MALL . D04 -073 • • Z fr. W re 2 6 J C) 00 W= J � W0 C2 a _ z 1. HO Z H. 11.1 uj of o1- 1110 w O E-, z G1 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 2623049004 Address: 830 SOUTHCENTER MALL TUKW Suite No: Permit Number D04 -073 Issue Date: 03/18/2004 Permit Expires On: 09/14/2004 Tenant: Name: WESTFIELD SHOPPING TOWN Address: 633 SOUTHCENTER MALL, TUKWILA WA Owner: Name: JG SOUTHCENTER LTD Address: 25425 CENTER RIDGE RD, CLEVELAND OH Phone: Contact Person: Name: ROB ROBINSON Address: P.O. BOX 73397, PUYALLUP, WA Contractor: Name: ARCHITECTURAL INT /CNST SRV INC Address: PO BOX 73397, PUYALLUP WA Contractor License No: ARCHIIC043C1 Phone: 253 686 -2665 Phone: 253- 848 -5948 Expiration Date: 10 /09/2003 DESCRIPTION OF WORK: SEISMIC UPGRADE WITHIN THREE EXISTING TENANT SPACES Value of Construction: $ $138,000.00 Type of Fire Protection: SPRINKLERS Type of Construction: VN Fees Collected: $1,995.31 Uniform Building Code Edition: 1997 Occupancy per UBC: 0023 Public.Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N 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 Public: N Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: N Public: N Water Meter: N Z = Z � 2 JU U0. U� J = H CQ LL w LL a UD = �. w Z H- O Z i- 5 U� 0 CO o�- LU =U LL O ill Z' CO) H � O Z 4 �. g Cit of Tukwila IOUs y i Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z Permit Center Authorized Signature: Date: z 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 5 ordinances governing this work will be complied with, whether specified herein or not. U N o The grantiA is permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating nstru ion or the p or ance o�frk. I am authorized to sign and obtain this development permit. � H N u.. Signature: A A Date: (9 Cj w O � LL Print Name: C �C� �' �`�' U = d. �. w 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 z M suspended or abandoned for a period of 180 days from the last inspection. z O w �5 U� O N �H ww 2 H L). lL O 111 Z U N O Z doc: Devperm D04 -073 Printed: 03 -18 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 2623049004 Permit Number D04 -073 w Address: 830 SOUTHCENTER MALL TUKW Status: ISSUED D Suite No: Applied Date: 02/24/2004 30 Tenant: WESTFIELD SHOPPING TOWN Issue Date: 03/18/2004 0 0 co W J = F— 1: ** *BUILDING DEPARTMENT CONDITIONS * ** LL UJ 0 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. Q N � 3: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any = w construction. These documents are to be maintained and available until final inspection approval is granted. Z H 4: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5), w i o gLU 5: Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). v o 0� 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 = w reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, o permit number and type of inspection being performed. z w 7: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to F z the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable ~ workmanship provisions of the UBC. z 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: 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. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 12: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13 13: Maintian sprinkler coverage per N.F.P.A. 13. Addition/ relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 14: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance doc: Conditions D04 -073 Printed: 03 -18 -2004 �.: •.:4 e� - siYeX ,wt "fi, � "VfVAc: '��4 f,*`eit^J.''�aa'lo�uS�euti7lr: till'dtdai, ° 65i ��� _ +i�S++Yt� !!a' ��+taS»t'hldkiefa.{C`1L'. "Y f City of Tukwila 1908 #1901) Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 16: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) I 17: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 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 str ion or the per-fgrmance of work. Signatu Print Name: V , 1�0 Date: .. D0 00• .._ ,........._.....,,.... ..,.. s .:....>.. �.:. ,.,;:..;...aa.._:..,..z.�...:.. . _.. . , .t. . ...;.::=.i:..r..:�.:..��;:.I..; o..�,L,� w.•+ �. e..: i, ua; o.: u�. :::i »w.:fi.� :�tv .•..,�,...:,.a .ca.:w:.::�..<•: a4.!,;..M`w. �o:. w��:.: e: 6: u: i:. a. f4t.. L.'.1iSt;n.(`.;.t; }.:J�ie�l.i,� z ,- Z W W �v UO W = H Co LL W 2� �Q Nd = W z� �0 w ~ W �p 0 0 O F_- = U' O z U =. O z 6 Z Q i k � tii'oa 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 ** SITE LOCATION King Co Assessor's Tax No.: j Site Address: 30 '" '' Suite Number: Floor: l i Tenant Name: A.. New Tenant: E] .... Yes E] ..No j Property Owners Name: Mailing Address: SCE city State Zip 'CONTACT PERSON Name: Day Telephone: %• Z6 6 g— j Mailing Address: City State Zip E -Mail Address: �ci t;�� c) Fax Number: ..'GENERAL CONTRACTOR INFORMATION ' . , Company Name: Mailing Address: t 7 �Z (��j Contact Person: ��� B � Z C, C1 A✓ City r state Zip �/ Day Telephone: ZS 3 -- ( SH( < S '� 25 E -Mail Address: Fax Number: ��'� 3 ^ ` yY K 49 Contractor Registration Number: /4 eci COW e-,.. Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT ERECORD ; Al I plans must be. wet s tai ped by,Arehitect of .Record Company Name: Mailing Address: Contact Person: E -Mail Address: ENGINEER OF RECORD - All plans must be wet. stamped by Engineer of City State Zip Day Telephone: Fax Number: Company Name: Mailing Address Contact Person: %144 _� /,J E -Mail Address: i \applications \permit application (3 -2003) 3/2003 Page I City State Zip Day Telephone: - 9 q — A _ S"C7 Fax Number: vqZF2 r' ` 10 —-lat .: lSGR'" �; 4f+% fbTM�.` t4t�Mt+= !!bM?'gFs7<Mritx`rr•YtKr�rU+anw �r.n� w.v:w Z Z W UO ND C0 LLJ J = H S2 LL WO 9_j LL Q U� = �_W Z �O W ~ W U 0 F_ W H LO Z W U= o� Z Valuation of Project (contractor's bid prig Existing B g Valuation: $ Scope of Work lease p rovide detailed information): 14 - r (r r ) Will there be new rack storage? F] ..Yes [B If "yes ", see Handout No. for requirements. Provide All Building Areas.in Square Footage Below ,. 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 PROTECTIONMAZARDOUS MATERIALS: 03 4 sprinklers ❑..Automatic Fire Alarm []..None . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes n .. No If "yes ", attach list of materials and storage locations on a separate 8-112 x 11 paper indicating quantities and Material Safety Data Sheets. r tapplicalionsXpermit application (3 -2003) 312 003 Page 2 Z �W t � JU 0 C O 0 CO W J :t W U. WO U_Q CO) D T W Z H t— O W 25 U ON WW H� LL O W Z U= O Z . • : • Addition t o ; : Type of Type of Interior Existing Construction . Occupancy per Existing Remodel Structure . New* per UBC` UBC 2 , 3` Floor Floors , : : thru ::.:: Accessory . Structure *,'. Attached Garage, Detached Garage .Attached: Carport Detached Carport Covered Deck Uncovered Deck 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 PROTECTIONMAZARDOUS MATERIALS: 03 4 sprinklers ❑..Automatic Fire Alarm []..None . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes n .. No If "yes ", attach list of materials and storage locations on a separate 8-112 x 11 paper indicating quantities and Material Safety Data Sheets. r tapplicalionsXpermit application (3 -2003) 312 003 Page 2 Z �W t � JU 0 C O 0 CO W J :t W U. WO U_Q CO) D T W Z H t— O W 25 U ON WW H� LL O W Z U= O Z CUlfUliv W VKIi►1`YLUtilV11.1 11 UMVM JLVri Scope of Work (please provide detailed irtation): ? i " i : Call before you Dig: 1- 800 -424 -5555 :Please refer to Public Works Bulletin #1 for fees and estiifnate sheet Water District ❑ ...Tukwila ❑... Water District # 125 0.. Highline ❑ ...Renton ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila C] ... ValVue ❑ .. Renton ❑ ...Seattle ❑ ... Sewer Use Certificate E] ... 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 a ❑ ...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 cubic yards ❑ ...Total Fill cubic yards E]..' Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line „ ❑ ...Permanent Water Meter Size... WO# ❑ ...Temporary Water Meter Size.. WO# ❑... Water Only Meter Size ............ WO# ❑' ... Deduct Water Meter Size ........ " ❑ ...Sewer Main Extension ............Public Private ❑ ... Water Main Extension ............. Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Ci State zip Water Meter Refund/Billing: Name: Mailing Address Day Telephone: City State zip lapplicationApermit application (3.2003) Page a e 3 Z J— Z �W JU UO N co LLJ J = H C13 U. WO Q � Q U- 2 CY W Z = H Z� W W U� ON OH W H 5. -O W Z CO Z i MECHANICAL: PERMIT INFORMATION _ 06 -431 X3670 . MECHANICAL CONTRACTOR INFORMATION Company Name :_ Mailing Address: State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: 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 .... Commercial: New ....❑ Fuel Type Electric ..... E] Gas.... Replacement .... Replacement .... R Other: Indicate type of mechanical work being installed and the quantity below: :Unit Type Qty Unit Type: Qty.. Unit Type: Qty Boiler /Compressor:.. , Qty Furnace <IOOK BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >IOOK 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 < CFM Incinerator — Comm /Ind PERMIT APPLICATION.NOTES. Applicable to' all permits h this applicatipn Print Name: D .y / Telephone: G Mailing Address: " .2J 7C 233'12 y `�V Y l ikse7 CityJ State Zip 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 O JURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING WNE UTH RIZE GENT: Signature: Date: Date Application Accepted: I Date Application Expires: Staff Initials: lapplicationalpermit application (3.2003) 3/2003 Page 4 Z Z �W QQ� J UO C')O C0 W J = C0 U_ WO LLQ (n O = F. W Z H E- O Z f— W W U O- OH W W H LL' O ltJ Z U= O~ Z �C 54'.:liF -^77. 7ud' 14. i�TM? M",, 17."! TA! Lt4rJ. 4r^ Y1 ;M;?iNRwr..;i!':'C.tf*.,;1�k', �, +Y :,r.*.•...t. _. .. ...._ ...�. _ _ MYll.f..+w.�+ lwi.td.0 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2623049004 Address: 830 SOUTHCENTER MALL TUKW Suite No: Applicant: WESTFIELD SHOPPING TOWN Receipt No.: R04 -00227 Initials: SKS User ID: 1165 Permit Number D04 -073 Status: PENDING Applied Date: 02/24/2004 Issue Date: Payment Amount: 1 Payment Date: 02/24/2004 02:48 PM Balance: $0.00 Payee: ARCHITECTURAL INTERIORS & CONSTRUCTION SERVICES, INC. TRANSACTION LIST: Type Method Description Amount Payment Check 16454 1,995.31 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 1,206.55 PLAN CHECK - NONRES 000/345.830 784.26 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,995.31 7 102/26 7 f e, TOTAL 1995.3.1 doc: Receipt Printed: 02 -24 -2004 z Z. �w UO �o W J � U-. w U. Q C d =w Z �. r— O z t— w O N �H =U LL —0. z. U CO) F- X- 0 z ` INSPECTION RECORD Retain a copy with permit -� INSPEC ON NO. PE CITY OF TUKWILA BUILDING DIVISION(a 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ject: Type of Inspection: I AM es : { 23 �? Date Called: SpetialInstructions: Q .'" Date Wanted: L43D m. I P . Requester: (� Pho eG i i i Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date: I 2 Z' �W �U UO W= N IL. WO �-j LL Q cr) _CY �W z H H O W ~ W U� 0 F- W W. W Z liJ U= O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro* ect: M Type of ;P txh-'� j ction: Address: ���c • (I Date Cal d: �0 a Special Instructions: a , T Date Wanted: L P.M. Requester: Phone No: a�> 3 _�� Approved per applicable codes. El Corrections required prior to approval. OMMENTS: Ins ctor: Date: .�i- -o 547.00 REINSPE ION FEE R UIRED. Prior to inspection, fee must be paid at 6300 Sout enter Blv ., Suite 100. Cali to schedule reinspection. Receipt No.: Date: i 2 Z Z .OQQC uk JU U 0 CO 0 W= J S2 LL W O L L N� = W Z =. I- O Z H w O - O F_- W w �O .. Z W U CO) O F... z INSPECTION RECORD E 0-7 Retain a copy with permit INSPECTION NO. PER O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06 431 -3670 Project: / -- �J d Type of I pection: M/ Address: 83 Date Called: 41 o� Special Instructions: /2�Lv1 �. .. Date Wanted: m. / /l0 0 p. . Requester: Rob Phone No: Receipt No.: Date: Z � W� JU U0 WH C') LL WD J U- a N =) =a W ' Z I— O w ~ W L) o 0H W U F-F ..z w U= O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER MI g CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 120 )70 Project: �, ; _. ; �. Type of 1 9spection: Address: Date Called: / L / Special Instructions: Date Wanted: 6m. L/ 15) - p.m. Requester:, d Phone No: Approved per applicable codes. Corrections required prior to approval. ENTS: 1 'l Inspector: Date: F $47.00'RE NSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: ,R Date: Z 1=- Z . Q W W� UQ CO J H CO u_ W O. �-J LL Q � � ry d �_ ? H F- O W UJ 5. 0 U O N OH WW L O W Z U =, O Z Of _ia Q Z' 1908 F0 City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. Approved without correction notice Approved with correction notice issued Sprinklers: `'. -Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: 570 �Z a Authorized Signature Date FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 - 575.4439 z W Q W Q 2 JU U N co W J = I-- �LL WO LLa Cj) D = �w Z �_O z�_ W U� ON o�_ WW 2 F . U O tll z U U) O z Apr 30 04 10:48a CASCADE TESTING 425 - 823 -2203 p.i y . 1 CASCAOE TESTING LABORATORY, INC. 3 TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLANO: (425) 823 -9800 SEATTLE: (206) 525 -6700 KIRKLAND. WASHINGTON 96034 FAX: (425) e23 -2203 EVERETT. (425) 259-0817 April 3 0, 2004 AMENDED REPORT FROM APRIL 29, 2004 Cert No. 0403 -49 C of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Reference: Southcenter Phase 5B Upgrade Southcenter Mail Permit No. D04 -073 Dear Mr. Larson: I This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities. 1. Fabrication shop inspection of welds 2. On -site visual welding inspection 3. Ultrasonic inspection at fabrication shop and on -site for full penetration welds { 4. Epoxy anchor bolts j S. HIGH STRENGTH BOLTING } All work as inspected and tested conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UBC and related codes and/or verbal or written instructions from the Engineer of Record. Respectfully, CASCADE TESTING LABORATORY, INC. 4 , Michele J. Guerrini Vice President z ;t- Z: u� D UO 0 w w U) w w 9 - U- ?. C0 a =w z� 1--0 z f-. w w D O �' o � w � U lL ~O 111 Z c U O F- z Rp9 04 09:20a CASCADE TESTING 425 -823 -2203 r 2 t r CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 623 -9600 SEATTLE: (206) 5P[3 -070 KIRKLANO' 1425) 425) 259 -0617 1 291 9 N.E. 1 26TH GLACE FA (425) 623.2203 EVERETT: KIRKLANO, WASHINGTON 9803 April 29, 2004 Cert No. 0403 -49 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Reference: Southcenter Phase 5B Upgrade Southcenter Mall Permit No. D04 -073 p.2 Deg Mr. Larson: This is to advise you that special inspections are compaC�e es the above referenced project. Special inspections were performed for the following 1. Fabrication shop inspection of welds 2. On -site visual welding inspection 3. Ultrasonic inspection at fabrication shop and on -site for fall penetration welds 4. Epoxy anchor bolts roved conformed to Tukwila Building and Land Develrop cn � All work as inspected and tested ctions plans, specifications, Director's Rules, UBC and related codes and/or verbal or v from the Engineer of Record. Respectfully, CASCADE TESTING LABORATORY, INC. Kenneth B. Foot President Z Z. w J U U O' Uo UJ J V) w wo LL U� = �w ZO �p U :O IM w. F=- U LL — O: lil Z U =: O F- z_ S'�F ' -- ':F,�) Tf-5_1 3 & -� CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS ? ° 1- 1549 G -rZ � l . 72919 N.E. 126TH PLACE "� " '� PREVIOUS ' (� 7 119 810 KIRKLAND, WASHINGTON 98034 ti • 3 (425) 8 t• 2�9�00,., REPORT No. No. EVERETT ,(425) 259 -0d1 j°, DATE CERT. NO. FIELD REP ORT o, PROJECT / LOCATION TO: U BLDG. PERMIT NO. OWNER 1 Dv Al- o7 4L4 WEATHER TEMP. AT AM / fvS /O� AT PM ENGINEER 0 ARCHITECT ATTN: CONTRACTOR C ( INSPECTION PERFORMED ITEMS INSPECTED FOUNDATIONS _, RESTEEUCONCRETE _ FOOTINGS SLAB ��RES'T'EEEELONLY _ RESTEEUMASONRY _ S TR.SWWELDING AUGER CAST PILES _ COLUMNS -- OTHER — STR.STIBOLTING — DRILLED PIERS -- WALLS -- "BEAMS ( LOCATION (AREAS) (5) CONCRETE/MASONRY _ MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO. REMARKS: /�� -J!1" S� � C �` / Ga7� 1 1- 1549 G -rZ � l l GL,IL Lr t� % a'-c 0� c c -�,�L P /9 7 7 7-� � s S — 9 S��r�crNs 7 � 15 __,_YES _NO ..ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS ( _ O TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8100 COPIES TO: 5, INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE V SIGNED BY Z 1 1-: ��- W �U UO W� N IL W o u Q N � W Z H I•— O z W 2 5 )0 O- oI`__ W W H �O W z co) 0 Z :.wife rwvuY« �t!^,'. fY�` m".' eW�i, t, T. ::.�,.:.�?�'",4ftiki"�jl'1�`v.. .:T'tg11 :' YID+.'�'Mi',I^'i2'rC,fC,�.ri�'i; . ... rv:.v+r'�4'V'r WY.Si.........ix?T7�, }51 Von X""h`�RNF,t YI��s / „ v +u . ,- .,. .... .. ,,.,. na��Y.x,....m.+ .a,.:. v w.. .. .,. .... .a. ...�....., .. ..,,. {..- -. a * h ^yl�.,s•ra£�'L^,"J,�. i CASCADETESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98034 (425) 823 -9800 EVERETT (425) 259.0817 FIELD REPORT ATTN: PREVIOUS t / uj REPORT No. G ! CCC/// / �' No. DATE CERT. NO. D Ile) _Ll PROJEC LOCATION BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM AT PM ENGINEER ARCHITECT CONTRACTOR THE FOLLOWING WAS 7 t Cat/ c.. D Nlr O /L--r ej 0-i G l oc l ? _ `_d /+- TEST RESULTS APPLY ONLY TO THE ITEMS CWI.r HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRIN BE REPRODUCED EXCEPT IN FULL WITH- OUT THE WRITTEN APPROVAL OF CASCADE o TESTING LABORATORY, INC. INSPECTOR SIGNATURE REVISED 12/00 SIGNED BY COPIES TO:' • b "/•yYAK�.tu•'�b+w 't.,i.'r,' 'F':::1' +:w' sii6J a,y;:,5} r. a,•. yw1ti���� , � t CWI.r lxi. ri:,. .da.:.:_.rZe, z . w D JU U O U) 0 W� co) LL W O �_j LL ?. cl) O = W z� z� ma O N. o� WW H H �O .Z w U= O Z Certified r Inspection Services, Inc. 1069 S.W. 328th Court, Federal Way, WA 98023 f Phone(253)927 -0626 Fax (253) 661 -2984 Ultrasonic Weld Inspection Report AWS D1.1 Customer: Cascade Testing Laboratories Date: 4/19/04 Job No.: 0403 -49 Project: Weisfield Shopping Town Spaces 564 & 568/Phase 5B Siesmic Upgrade Report No.: 23763 Specification: AWS D1.1 -2004 Class: Statically Loaded - 6.13.1/Table 6.2 Job Description: Ultrasonic inspection of: complete penetration welds, as listed. Remarks: Work was performed on site. Procedure 'Procedure No.: 1 X Weld Joint: TC -U4a Base Metal Type: fe x Weld Process: FCAW x Surface condition: as welded Y Tam aura8r Joint details: Ultrasonic Equipment Instrument: Mfg.: Krautkramer Branson Model: USN 52 Serial No.: 622025 Transducers: Mfg.: KB Aerotech Dimensions: .75" x .75 Dimensions: 1" dia. Frequencyt 2.25 MHz Angle: 70 deg. Angle: Straight Beam Inspected By: Gary Kappel vel: II Approved By: iw / 1 \ Mr - Z Z � W 2 UO moo CO W J = H �LL WO U . = W Z H F- O Z F— W �O O� OH W W: U - O Ii! Z U =; O Z CERTIFIED INSPECTION SERVICES AWS ULTRASONIC WELD INSPECTION REPORT Customer: Cascade Testing Laboratories Report No.: 23763 Repair % 0.0% Job Description: WeisCeld Shopping Town Spaces 564 & 568/Phase 513 Siesmic Upgrade Reject % 0.0% D No. Angle Leg A B S Path Length X Y Thick. C D Depth Status Weld I.D.. R# Remarks - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - 000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 4.22/04 Pc. MkJLevel Ace. North Bottom R/30 Ace. South Top Q130 Ace. South Bottom Q/30 Ace. North Top Q/30 Ace. North Bottom Q/30 Ace. South Top P /30 Ace. South Bottom P /30 Ace. Splice Top Flange/N Q.2/30 Ace. Splice Top Flange /S Q.2 /30 Ace. West Top P/30 Ace. West Bottom P/30 Ace. West Top P /29 Ace. West Bottom P /29 Ace. East Top P /29 Ace. East Bottom P /39 Ace. West Top R130 Ace. West Bottom R/30 Ace. East Top P /29 Ace. East Bottom P/29 Ace. East Top P /28 Ace. East Bottom P /28 Page 1 INSPECTED BY 3r NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12S1 9 N.E. 126TH PLACE KIRKLAND: (425) 623 -9800 KIRKLAND, WASHINGTON 98034 FAX: (425) 823 -2203 0 SEATTLE: (206) 525 -6700 EVERETT: (425) 259-0817 April 30, 2004 AMENDED REPORT FROM APRIL 29, 2004 Cert No. 0403 -49 Cq- of Tukwila Building Department y 6 O0 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 oR �N 7 Attention: Dave Larson Reference: Southcenter Phase 5B Upgrade S ermit No. D04 -073 Dear Mr. Larson: This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities. 1. Fabrication shop inspection of welds 2. On -site visual welding inspection 3. Ultrasonic inspection at fabrication shop and on -site for full penetration welds 4. Epoxy anchor bolts 5. HIGH STRENGTH BOLTING All work as inspected and tested conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Respectfully, ' CASCADE TESTING LABORATORY, INC. Q_ i Michele J. Guerrini Vice President z � w 2. 00 N0: C0 J H: L w O: a. a = C� w F- O: Z �-: �D D0 L) �. 0 � f- F- 0 Z: ui U CO); O z a 11 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND: (425) 823 -9800 SEATTLE: (206) 525 -6700 KIRKLAND, WASHINGTON 96034 FAX: (425) 623 -2203 EVERETT.' (425) 259-0817 April 29, 2004 Cert No. 0403 -49 City of Tukwila Building Department �p+w. �. aa+. li''h 6300 Southcenter Boulevard, Suite 100 ff =w. Tukwila, Washington 98188 tz a, ..; •, , ` Attention: Dave Larson oEV I-oPa Nr Reference: Southcenter Phase 5B Upgrade Southc Per t No. D04 -073 Deaf( Mr. Larson: This Is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities. 1. Fabrication shop inspection of welds 2. On -site visual welding inspection 3. Ultrasonic inspection at fabrication shop and on -site for full penetration welds 4. Epoxy anchor bolts All work as inspected and tested conformed to Tukwila Building and :Land Development approved plans, specifications, Director's Rules, UBC and related codes and /or verbal or written instnictions from the Engineer of Record. Respectfully, CASCADE TESTING LABORATORY, INC. Kenneth B. root President z WW c G U0 . w i. N U 0 J. U. ? . S2 d s LU . �. H O'. W ~. .moo O CO W W , U': u. ~O: ..Z w U= o F' z CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE PREVIOUS 1204 KIRKLAND, WASHINGTON 98034 ��( 'M "(425) 823 -9800 REPORT No. No. EVERETT (425)'259 -Q817 DATE CERT. q 0 '1) 0 4q FIELD REPORT c P3A�IEC J \- a l , / 7-1-Cn, LOCATION ,may TO. l 121A��. 7 BLDG. PERMIT NO. OWNER i p 4 7 n 4 C• WEATHER TEMP. AT AM AT PM ENGINE 4 ?!]? `�. ARCHITECT ATTN: 5A" 2) INSPECTION PERFORMED (3) ITEMS INSPECTED _. FOUNDATIONS _ RESTEEUCONCRETE _ RESEL ONLY _ FOOTINGS _ SLAB R EUMASONRY _ STR.ST/WELDING _ AUGER CAST PILES COLUMNS -- OTHER — STR.ST /BOLTING .— DRILLED PIERS — WALLS _f _BEAMS ( LOCATION (AREAS) cao ,Ml (5) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO. ES _NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: Q\So A/, s�( 4 4'c IOr1 C7 go t...l� 3 U-'' r.`�C GSA W UJI ��K TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED BE REPRODUCED EXCEPT IN FULL. WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. INSPECTOR SIGNATURE REVISED 8 /00 SIGNED BY COPIES TO: L .,t . , x`{Q•� CoNaf?t+W/+; R?.wxYCr7^Ja:,,,w,ry ..r.,.... ,u..t,. :,M,.t: !'; °,rt+J`,5"t`}t ^te; >..x: : , t��2�zit�u •;f'A7NtSfny..X I. Z ;F Z W QQ JU UO W= I- N W WO IL ?. = W Z Z� W W U� ON 0 F_ W H U O -- U= O Z CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE aLwj KIRKLAND, WASHINGTON 98034 (425) 823.9800 EVERETT Y EE(K �15VG�I FIELD REP ` , L L22L 1 1 Y �J r PREVIOUS REPORT No. "'120445 DATE; CERT, NO. 2 �1-- O a 3 PM ECT % 1 /1 LOCATION ATTN: (2) INSPECTION PERFORMED _ RESTEELICONCRETE _ R EEL ONLY _ RESTEELIMASONRY _ STR.STIWELDING — OTHER — STR.STIBOLTING (AREAS) WEATHER INEER - C.> 1,: b TEMP. AT AM AT PM A ­ C.-A al- (3) ITEMS INSPECTED _ FOOTINGS AUGER CAST PILES DRILLED PIERS � J CONCRETE/MASONRY MIX NO. SUPPLIER SLUMP (INCHES) AIR CONT T ( %) K. FOUNDATIONS _ SLAB _ COLUMNS WALLS _ BEAMS DESIGN STRENGTH (f'c) TOTAL CU. YD. PLACED SPECIMENS CAST SEE CYLINDER REPORT NO. = YES NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: VKcm w. TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. INSPECTOR SIGNATURE REVISED 8 /00 SIGNED BY z �z W JU UO W = CO L L WO 2 QQ LLQ N D _ Cy 1- W z H I- O z I- W U� ON � I- W H FU-- O z 0 O z COPIES TO: H 11 I&AK `ZZL g� fi,!! *?irvrn�.n >,•�. �;+ . ; y. i'; S: �s,°!d�y}�` �ux%�t xr»?mu�.rt. r _. ''' " ��^ ��rf�' 35u., ��i" i wr�: �"... � u.'. �`n::.��................... :�. �. �. w....,... �...,: i .,: �.. �- :r«+,.'r'..+..::.±.�.:...:'.. w.........�..- ,..... ..a,.,*,,.e...*v.•e..nee• -.w. w.:- ..o*.r � I'. Certified Inspection Services, Inc. 1069 S.W. 328th Court, Federal Way, WA 98023 Phone(253)927 -0626 Fax(253)661 -2984 Ultrasonic Weld Inspection Report AWS D1.1 Customer: Cascade Testing Laboratories Date: 3/29/04 Job No.: 0403 49 Project: Weisfield Shopping Town Spaces 564 & 568/Phase 5B Seismic Upgrade Report No.: 23677 Specification: AWS D1.1 -2004 Class: Statically Loaded - 6.13.1/Table 6.2 Job Description: Ultrasonic inspection of: complete penetration welds, as listed. Remarks: Work was performed on site. Procedure Procedure No.: 1 x Weld Joint: B -U4b Base Metal Type: fe x Weld Process: FCAW Surface condition: as welded Y TorCoam amJo�c Jaint Joint details: i i :AV- B-U4b i Ultrasonic Equipment i Instrument: Mfg.: Krautkramer Branson Model: USK 7 Serial No.: 1566 Transducers: Mfg.: KB Aerotech Frequency: 2.25 MHz ! Dimensions: .75" x .75 Angle: 70 deg. i Dimensions: 1" dia. Angle: Straight Beam Inspected,.By. Thomas E. >� Le "vet: II Approved By 1!,U�'� -- —% I'. z h W. D J U. UO Cl) 0 CO LLJ J LL w� U. Q CO �. = w z f E- O z f- w W U �. ON O H w LL O W z CO H= O z CERTIFIED INSPECTION SERVICES AWS ULTRASONIC WELD INSPECTION REPORT 3/30/04 Customer: Cascade Testing Laboratories Report No.: 23677 Repair % 0.0% Job Description: Weisfield Shopping Town Spaces 564 & 56S/Phase 5B Siesmic Upgrade Reject % 0.0% D No. Angle Leg A B S Path Length X Y Thick. C D Depth Status Weld I.D. R# Remarks Pc. MkJLevel - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 Ace. South Top 30 /P Ace. South Bottom 30 /P Acct. North Top 30 /S Ace. North Bottom 30 /S Ace. South Top 30 /R Ace. South Bottom 30 /R A V Page 1 INSPECTED . Certified Inspection Services, Inc. 1069 S.W. 328th Court, Federal Way, WA 98023 Phone (253) 927 -0626 Fax (253) 661 -2984 Ultrasonic Weld Inspection Report AWS D1.1 Customer: Cascade Testing Laboratories Date: 3/26/04 Job No.: 0403 -49 Project: Weisfield Shopping Town Spaces 564 & 5681Phase 5B Seismic Upgrade Report No.: 23669 Specification: AWS D1.1 -2004 Class: Statically Loaded - 6.13.1/Table 6.2 Job Description: Ultrasonic inspection of: complete penetration welds, as listed. Remarks: Work was performed at Custom Steel. Procedure Procedure No.: 1 x Weld Joint: TC- U4b-GF Base Metal Type: fe x _ Weld Process: FCAW x pia Surface condition: as welded Y Torte* BmJaint Joint Joint details: TC- U4b -GF Ultrasonic Equipment Instrument: Mfg.: Krautkramer Branson Model: USN 52 Serial No.: 622025 Transducers: Mfg.: KB Aerotech Frequency: 2.25 MHz Dimensions: .75" x.75 Angle: 70 deg. Dimensions: 1" dia. Angle: Straight Beam Inspected By: Gary PAKappel Level: II Approved By: / 7 ' � lL Ao Z �~ W 2 JU UO N W= J � CO LL WO �Q U� _CY �W Z ° z W CO 0 H. WW LL O W CO O� Z n CERTIFIED INSPECTION SERVICES AWS ULTRASONIC WELD INSPECTION REPORT Customer: Cascade Testing Laboratories Report No.: 23669 Repair % 0.0% Job Description: Weislield Shopping Town Spaces 564 & 568/Phase 5B Siesmic Upgrade Reject % 0.0% Y Thick C D De th RtAtur. Weld I.D. R# Remarks D No. Angle Leg A B S Path Length -, 0 P - - 0 70 50 Ace. .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 Page I INSPECTED Pc. Mk./Level 3/29/04 Ace. C /FS Bottom 2A Ace. C /Forward/NS Bottom 2B Ace. C /Forward/FS Bottom 213 Ace. C /Middle/NS Bottom 213 Ace. C /Middle /FS Bottom 2B Ace. C /Back/NS Bottom 2B Ace. C /Back/FS Bottom 2B Ace. C /NS Bottom 2C Ace. C /FS Bottom 2C Ace. C /NS Bottom 2D Ace. C /FS Bottom 2D Ace. C /NS Bottom 2E Ace. C /FS Bottom 2E NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUME t Certified Inspection Services, Inc. I , - i 1069 S.W. 328th Court, Federal Way, WA 98023 Phone(253)927 -0626 Fax(253)661 -2984 i Ultrasonic Weld Inspection Report AWS D1.1 i Customer: Cascade Testing Laboratories Date: 3/23/04 Job No.: 0403 -49 ± Project: Weisfield Shopping Town Spaces 564 & 568/Phase 5B Seismic Upgrade Report No.: 23664 Specification: AWS D1.1 -2004 Class: Statically Loaded - 6.13.1/Table 6.2 Job Description: Ultrasonic inspection of: complete penetration welds, as listed. Remarks: Work was performed at Custom Steel. i Procedure j Procedure No.: 1 X Weld Joint: TC- U4b-GF ! x Weld Process: F Base Metal Type: fe CW i _ �a ! Surface condition: as welded Y Tor Caiwr Butt joint 1 Joint j Joint details: i I I l TC- U4b -GF i 1 I Ultrasonic Equipment Instrument: Mfg.: Krautkramer Branson Model: USN 52 Serial No.: 622025 Transducers: Mfg.: KB Aerotech Frequency: 2.25 MHz I Dimensions: .75" x.75 Angle: 70 deg. Dimensions: 1" dia. Angle: Straight Beam Inspected By: t Approved By: Z �Z W Q D JU 0 N (0 LLJ J S2 U. WO L_ N = W z� t- O w 2� U� O N o�-- W w: S �O W z U= O z CERTIFIED INSPECTION SERVICES AWS ULTRASONIC WELD INSPECTION REPORT 3/2610 Customer: Cascade Testing Laboratories Report No.: 23664 Repair % 0.0% Job Description: Weisfield Shopping Town Spaces 564 & 568/Phase 5B Siesmic Upgrade Reject % 0.0% D No. Angle Leg A B S Path Length X Y Thick. C D Depth Status Weld I.D. R# Remarks Pc. Mk./Level Page 1 INSPECTED BY - 0 70 50 0 - .000 Acc. - 0 70 50 0 - .000 S 1 - 0 70 50 0 - .000 0 70 50 0 .000 �Al - 0 70 50 0 - .000 - 0 70 50 0 - .000 Page 1 INSPECTED BY Acc. 2A 4 i 2A Kl back on Centerline Acc. z K1 front on Centerline Acc. 2B Kl back on Centerline Acc. 2C KI front on Centerline Acc. Acc. 2A K1 front on Centerline Acc. 2A Kl back on Centerline Acc. 2B K1 front on Centerline Acc. 2B Kl back on Centerline Acc. 2C KI front on Centerline Acc. 2C Kl back on Centerline NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - THIS NOTICE IT IS DUE TO THE. QUALITY OF THE DOCUMENT. ' t I 'lp TESTING LABORATORY, INC. v TESTING & INSPECTION / ENGINEERS Mc CASCADE PREVIOUS 120286 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823 -9800 REPORT NO. NO. . EVERETT (425) 259 -0817 DAT ,. � S CERT. NQ. 04 (Y-S - FIELD REPORT PRO�T j s� ' �i �C� LOC L .? TO: s /� it �� - 1 (�C./ LZLr ���Y✓d -, ,{ U BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM AT PM ENGINEER ARCHITECT ATTN: CONTRACTOR C (2) INSPECTION PERFORMED ITEMS INSPECTED _ FOUNDATIONS RESTEEUCONCRETE RESTEEL ONLY _ FOOTINGS _ SLAB — RESTEEUMASONRY = STR.STIWELDING _ AUGER CAST PILES _ COLUMNS — OTHER _.. STR.ST /BOLTING — DRILLED PIERS — WALLS — BEAMS ( LOCATION (AREAS) t2 IF� Mac CONCRETEIMASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO. j YES—NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: a C \s RECEIVFn .-, n BUILDING TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8100 COPIES TO: INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY u z � W �0 0 CO J = H N LL WO J LL N Cy = W z F- HO z F- W W U� ON 0 H W W LL .z w U= O z i� I+ I_ I' _ - - - - - CASCADE TESTING LABORATORY, INC TESTING & INSPECTION / ENGINEERS PREVIOUS 1202 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND. WASHINGTON 98034 (425) 823 -9800 EVERETT (425) 259 -0817 DATJE� CERT. NO. 1 FIELD REPORT PROJECT v LOCATION \/ �J T0: a � BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM AT PM ENGINEER ARCHITECT ATTN: CONTRACTOR c- ( (3) INSPECTION PERFORMED ITEMS INSPECTED _ FOUNDATIONS _ RESTEEUCONCRETE _ _ FOOTINGS _ SLAB RESTEEUMASONRY __7ELONLY _✓ STR.ST/WELDING _ AUGER CAST PILES — COLUMNS — OTHER _-- STR.ST /BOLTING — DRILLED PIERS --- WALLS — BEAMS ( LOCATION `�w ��✓�� \ J c J �� Sv` (AREAS) m ti Y\,o CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT (° /u) SEE CYLINDER REPORT NO. i YES _NO —ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: cL \j, S A Vim. G1 <YZwIll d_� wa��p M J TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. INSPECTOR SIGNATURE REVISED 8100 SIGNED BY t ruer �• ^' z �W QQ 0 JU 0 N cl cf) Ill W = F- N LL WO } J LL Q _ d F. W Z F- E- O z I_ W 25 U O- � H W W NF O ..z w U= O~ z COPIES T0. `��✓�- �'' j�.C'�R' A'���, ' u'`. e�" s' 3s,.. i>: w: 1trn.' mnv�, n� a_ rc, ,, e• c�. �.:M �:`..:.,' �*, �f' Jrya�i�: ��.'.,' �i�. �.,.... a:. �.: r. �n.: v. ���, r�wk` 3'. �"" �' f,....+ w...." �Y ,M:., ;r,n.Yw:4......._._.. :. .. mew..........___ CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PREV IOUS 120279 PLACE REPORT No. No. KIRKLAND, WASHINGTON 98034 EVERETT (425) 823 -9800 (425) 259 -0817 DA r 22 , �. L U CER q `� FIELD REPORT P gJECT�` � M � TO J ll.[Lil ti f _ J 41//Y LOCATION J \ / J _ BLDG. PERMIT NO. OWNER L WEATHER TEMP. AT AM AT PM ENGINEER ARCHITECT ATTN: CONTRACTOR c— (2) (3) INSPECTION PERFORMED ITEMS INSPECTED _ FOUNDATIONS _ RESTEEUCONCRETE _ RE L ONLY _FOOTINGS _SLAB — RESTEEUMASONRY _ STR.STMELDING _ AUGER CAST PILES _ COLUMNS — OTHER .—_ STR.ST /BOLTING -- DRILLED PIERS — WALLS — BEAMS ( LOCATION L v� (AREAS) • (5) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO. _YES NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: ��. c� C C Dc&cc"Acc_ ��eN �c TEST RESULTS APPLY ONLY TO THE ITEMS \ (\ \ v HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. INSPECTOR SIGNATURE REVISED 8 /00 SIGNED BY \ COPIES TO: �U �rlft'M n x «.,a _ _ '. »° ; . a� 7 I Z W �0 UO fn 0 J = F- N LL WO gn N 0 = W Z F. I'- O W F- W U� ON � H W W H F_ U- O Z W U= O Z L Certified Inspection Services, Inc. 1069 S.W. 328th Court, Federal Way, WA 98023 Phone(253)927 -0626 Fax (253) 661 -2984 Ultrasonic Weld Inspection Report AWS DIA Customer: Cascade Testing Laboratories Date: 3122/04 Job No.: 0403 -49 Project: Weisfield Shopping Town Spaces 564 & 568/Phase 5B Seismic Upgrade Report No.: 23659 Specification: AWS D1.1 -2004 Class: Statically Loaded - 6.13.I/Table 6.2 Job Description: Ultrasonic inspection of: complete penetration welds, as listed. Remarks: Work was performed at Custom Steel. Procedure Procedure No.: 1 z Weld Joint: TC- U4b-GF Base Metal Type: fe x Weld Process: FCAW —x Surface condition: as welded Y T or Corm H ux Jams jaw i Joint details: 1 TC- U4b -GF Ultrasonic Equipment { I Instrument: Mfg.: Krautkramer Branson Model: USN 52 Serial No.: 622025 i Transducers: Mfg.: KB Aerotech Frequency: 2.25 MHz Dimensions: .75" x.75 Angle: 70 deg. Dimensions: 1" dia. Angle: Straight Beam Inspected By: Approved By: A T� 0 Aw Z Z - w JU UO U) 0 J � �w w O u . Nd �w Z H E- O Z H VO UJ O N ww U. O .. Z' W H = O Z CERTIFIED INSPECTION SERVICES AWS ULTRASONIC WELD INSPECTION REPORT 3/23104 Customer: Cascade Testing Laboratories Report No.: 23659 Repair % 0.0% Job Description: Weisfield Shopping Town Spaces 564 & 568/Phase 5B Siesmic Upgrade Reject % 0.0% D No Angle Leg A B S Path Length X Y Thick. C D Depth Status Weld I.D. R# Remarks Pc. Mk./Level - 0 70 50 0 - .000 0 70 50 0 - .000 0 70 50 0 - .000 = 0 70 50 0 _ .000 - 0 70 50 0 .000 - 0 70 50 0 •000 - 0 70 50 0 - -000 - 0 70 50 0 - .000 = 0 70 50 0 = .000 0 70 50 O •000 - 0 70 50 0 .000 0 70 50 0 - .000 O - 0 70 50 0 _ .000 0 70 50 0 •000 0 70 50 0 - .000 0 70 50 0 - .000 0 70 50 0 - .000 0 70 50 0 - .000 Page 1 INSPECTED Ace. IA Pc. Mk. K on Centerline Ace. 1A Pc. Mk. d /NS Top Ace. 1A Pc. Mk. d/FS Top Ace. 1B Pc. Mk. K on Centerline Ace. 1B Pc. Mk. d /NS Top Ace. 1B Pc. Mk. d /FS Top Ace. 1C Pc. Mk. K on Centerline Ace. 1C Pc. Mk. d /NS Top Ace. 1C Pc. Mk. d/FS Top Ace. 1D Pc. Mk. K on Centerline Ace. 1D Pc. Mk. d/NS Top Ace. 1D Pc. Mk. d/FS Top Ace. IE Pc. Mk. K on Centerline Ace. IE Pc. Mk. d /NS Top Ace. 1E Pc. Mk. d/FS Top Ace. 1F Pc. Mk. K on Centerline Ace. 1F Pc. Mk. d/NS Top Ace. IF Pc. Mk. d/FS To NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR tHAN. THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.. S Structural Calculations for the: AB KJ # 04011.00 WES TFIELD SHOPPING TOWN PARTIAL AREA H SEISMIC UPGRADE PHASE SB Tukwila, WA EXPIRES 10/3/ fZ February 12, 2004 F19CEIVED CITY OF TUKWILA Submitted To: Westfield Corporation 633 Southcenter Seattle, WA 98188 Tel: (206)- 246 -0423 Fax: (206)- 244 -8607 y`\ t, By: C' �-� '�� Andersen B ornstad Kane Jacobs Inc. Consulting Civil and Structural Engineers 800 Fifth Avenue- Suite 3800 ` Seattle, WA 98104 -3103 Tel: (206) - 340 -2255 Fax: (206)- 340 -2266 PER MIT Ozsi4 ; E.�: TO+ffl3 �.rmva<�r.Y.lh mwr+n�;,tx�^N�:R..w CITY OF TUKV40A APPROVED MAR 17 2004 AS NO f ED EUUILDING MS ION Z �Z W. JU UO 0 W= C0 U_ W O. U _ C0 _ =d W �O Z�_ W W U� O -. o�_ w w. �O w Z. 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ABKI ®abkj.com �AB K PROJECT: JOB a Q 4 / r � DATE SUBJECT: S� /S/�/ yPG;7 BY: SHEET# G3f L9 i 3 ) (/, a I Vv _ o, z s W VV p T 3.s (o.3 a. // (o.3tJ (/, o ) W - O, 039 W V IYV��e V �+'�/ o _ O• L S �/1/ O.-17k W 47 4 r 2� 2 2 rnw Y�'u S z ��� z E 7f 4 I J.- D UQ U LU -ju w O 9_j LL � _. Z zO_ W .moo U O N. o� w U_ . — O. z U CO) O ~' z ANDERSEN BJORNSTAD KANE JAC dS•INC. Consulting Civil and Structural Engineers SEATTLE, WASHINGTON ABK)eabkj.com ( SAD PROJECT: 7 VV" JOB # 0 1 0 //. O 0 DATE 3 Z SUBJECT PA9,1✓c IM f 4E SM 1 C- l/X:'a eApe BY: S b,, V 1 V SHEET # L G' Wif1 - � Z. ~ Q: W UO DE 7 1 8 vM f/yE L a CAV o Or CEn/re 0 F M,+ l ; U) UJI FAI `T - WEST cn L +/o (Z�`J1�81 - �A 0/0 X/5 0 )(Z N < N 0 knq - ,5 y i`! D I oPE Cl? o �w //0 )(Iso) t Y A L (l o ff ?, g) / 9,G z �)(4 �) = 87. S t- O LU Uj O— 0 H CR LU Z W At.::) � TE`t� M ins. 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Consulting Civil and Structural Engineers SEATTLE, WASHINGTON ? ABKJQabkj.com Al2 is J PROJECT: rk OPP�i� e! TO �V/V JOB # 0'9 // 0* DATE � SUBJECT: / — ri��� .j.c8 f�/.SM/ C yP �37� % BY: D � ����HEET #C L 9 nE 11 32M i^0'-r- A C- L,4 -n vE At / G SDI n E.J plc �/t�'YlE,1' arc' A?Qe,q ';41 M ME D��P G7? o n/ 1//V/ r DE�L� c n o N f�/ G 101 �'�► 1E�E'L,4Tl VE L / TIED E -w Sok 0-93 076 0,0Sz� 2 E - w 3 Er - VV /.4f17 " 01 & 80 0.0333 - V" 50A 31 � 012879 0,0/42 1 TIEP s 0 /c /. �3�� O, 57 a 0, 0 283 rr _ 71TIED N-S SD!c 0.013 11 20,90 40 5 /< , 0 1 go" / TIEp /� ' S $ 0 1-C 0'/S f (0. 7 z W Q M . JU 00 U) o C0 w J = r~ CO LL w J LL Q �d = W z �O z r- w w U� O � OH W H U` t1 O LLi z U =� O ~' z WESTFIELD SHOPPINGTOWN SOUTHCENTER MALL ABKJ # 04011 SEISMIC UPGRADE PHASE 513 1997 UBC DESIGN BASIS X DIRECTION ECCEN. Y= 15.8 FT i SEISMIC FORCES AT: TORSION= 1625.82 KIP -FT MALL FLOOR LEVEL H MODULE Y DIRECTION ECCEN.X= 26.25 FT DISTRIBUTION OF LATERAL FORCE TORSION= 2701.125 KIP -FT i FORCE TO ELEMENT= Fv +Ft= V *R/SUMR + TRdcr /SUMRdcr ^2 TOTAL SEISMIC SHEAR= 102.9 KIPS X DIR ECTION LATERAL FORCES DISTRIBUTION WALL ID Rx Ry dx dy Rd Rd ^2 DIRECT SHEAR Fv TORSION SHEAR Ft TOTAL SHEAR Fv + Ft 1,2 0.05 41.00 2.16 88.42 42.15 4.59 `:';; 3 0.03 7.00 0.23 1.63_` 26.69' : -0.50 26.19 4 0.01 30.00 0.43 12.78 .= X11:38 -; .;° -0.91 10.47 5,6 0.03 54.00 1.53 82.52 -'.= 22:68':- : = -3.25 19.43 7,8 1.00 12.00 12.00 144.00 0.00 25.53 25.53 9 0.12 12.00 1.46 17.57 0.00 3.11 3.11 10,11,12 0.32 1 36.00 1 11.59 417.31 0.00 24.66 24.66 TOTALS: 0.1 1.4 1 1 1 3 764.2 102.90 Y- DIRECTION LATERAL FORCES DISTRIBUTION WALL ID Rx Ry dx dy Rd Rd ^2 DIRECT SHEAR Fv TORSION SHEAR Ft TOTAL SHEAR Fv + Ft 1,2 0.05 141.00 2.16 88.42 0.00 7.62 7.62 3 0.03 1 7.00 0.23 1.63 0.00 0.82 0.82 4 0.01 30.00 0.43 12.78 0.00 1.51 1.51 5,6 0.03 54.00 1.53 82.52 0.00 5.40 5.40 7,8 1.00 12.00 12.00 144.00 ;71:26 `- -42.41 28.85 9 0.12 12.00 1.46 17.57 8.69 5.17 ::13:87 7 : =; 10,11,12 0.32 1 36.00 11.59 417.31 22.95 40.97 TOTALS: 0.1 1.4 1 1 764.2 102.90 e:I,o .dS; 0.79" I. 6 8" O, i S" 0 - 0-0(P3 It O, IOM 0, 17 �� ..c•- a:. t:5 ..:it,. .,�.L2s:.kai.+'n'»::.r. it <.w 1,�•.:o4.i..,,'.r.'.'`....` - y -• ",. z �Z �w u� D JU cU 0 cl) J = F- �w wo wa cl) = a �w z F- t- O z F- w w U� O N. a �- w F LL -0 .z w U= z i r ANDERSEN BJORNSTAD KANE JAC ..,S • INC. 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Date: 2 :15PM, 12 FEB 04 DescrlpMOn : Seismic Upgrade Scope: Built -Up Section Properties Sir "01 (011103.1000 Ei f1Ci1LC � wi o s0S&Wmm Buil Section Properti Pegs 1 Pt[W1111�..dwrArnrww� r. nNr�r1 --- EMsc ription Frame 1 Column 1.584.691 in4 lyy 81.400 I Edge in Distances from CG... 4.6370 in +X 3.5600 in - X - 3.56001n +Y 11.8380 in -Y *1 She 41: Name W1947 Angle 0 deg Depth 16.1300 in Ixx 758.0006 in4 i Location of Centrold Imm Datum Width 7.1200 in lyy 43.1000 IM XOg 0.000 In Ycg 8.280 In Area 16.8000 in2 Xbor 3.560 In Ybar 8.215 In 12: Name WOM Angle 0 deg Depth 7.9300 In ixx 82.8000 In4 Location of Centroid from Datum Width 8,49$0 lyy 18.3000 IM Xeg 0.000 in Ycg a.1d0 in Area 7.0800 in2 Xbar 3.246 in Yber 3.0651n Total Area X cg Dist. 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Consulting Civil and Structural Engineers 800 Fifth Avenue- Suite 3800 Seattle, WA 98104 -3103 Tel: (206) - 340 -2255 Fax: (206) -340 -2266 CITY OF TilMU APPROVED MAR 17 2004 �AS N01E0 13UILDING AMON CITY OF T I E B f i s 29 t PERMIT CENTER Z ~ W U0 W= U. WO � cf) = a F- W. Z� �O Z F- W U� co .0— o� W u' O w Z. U— O Z EXPIRES 10 130 /Q4= December 23, 2003 i� ! INDEX TO COMPUTATIONS: LATERAL FORCE RESISTING SYSTEM ANALYSIS PAGES: Structural Computations -------------------------------------------- - - - - -- Ll -- L14 ..�.:.8... nq�yw•iLU. . LM+ � .••a+.�.- I.4��1.:/- iY+.n.ia.r. NL.,.+. #�� =Vl.L. ..iW: ed..: z z � 2 W D. JU UO CO W W =, CO) LL: W O: J' U. Q' N CY; Z F- O Z H' =Y �: O- � H W W H V` LL O w Z :. U CO O Z , 1 i� ! INDEX TO COMPUTATIONS: LATERAL FORCE RESISTING SYSTEM ANALYSIS PAGES: Structural Computations -------------------------------------------- - - - - -- Ll -- L14 ..�.:.8... nq�yw•iLU. . LM+ � .••a+.�.- I.4��1.:/- iY+.n.ia.r. 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PROVED NAME DHB GINEER DATE 19- Dec -03 D JOB INFORMATION PUT WIDTH 79 t IT FEET KIP ' INT COORDINATES 0 0 0; 2 21.5 0 0; 3 0 15 0; 4 21.5 15 0; 5 0 9 0; 6 21.5 9 0; 7 6 15 0; 15.5 15 0; 9 45 0 0; 10 23.5 0 0; 11 45 15 0; 12 23.5 15 0; 13 45 9 0; 23.5 9 0; 15 39 15 0; 16 29.5 15 0; 17 68.5 0 0; 18 47 0 0; 19 68.5 15 0; 47 15 0; 21 68.5 9 0; 22 47 9 0; 23 62.5 15 0; 24 53 15 0; MBER INCIDENCES i 1 5; 2 2 6; 3 3 7; 4 5 3; 5 6 4; 6 7 8; 7 8 4; 8 5 7; 9 8 6; 10 9 13; 10 14; 12 11 15; 13 13 11; 14 14 12; 15 15 16; 16 16 12; 17 13 15; 18 16 14; 17 21; 20 18 22; 21 19 23; 22 21 19; 23 22 20; 24 23 24; 25 24 20; 26 21 23; 24 22; 28 4 12; 29 11 20; MBER PROPERTY AMERICAN TO 7 10 TO 16 19 TO 25 TABLE ST W24Xll7 9 17 18 26 27 TABLE ST TUB50506 i 29 TABLE ST W12X14 IT INCHES KIP NSTANTS 29000 MEMB 1 TO 29 ISSON 0.3 MEMB 1 TO 29 NSITY 0.000283 MEMB 1 TO 29 PHA 6.5e -006 MEMB 1 TO 29 IT FEET KIP 1 PPORTS 2 9 10 17 18 PINNED AD 1 UNIT SEISMIC INT LOAD 4 11 12 19 20 FX 10. AD 2 DL INT LOAD 19 FY -8.6 11 12 20 FY -4.3 ! AD 3 SL INT LOAD i 19 FY -14.4 1 11 12 20 FY -7.2 AD COMB 4 DL +SEISMIC 1.0 2 1.0 ( AD COMB 5 DL +SL +SEISMIC 1.0 2 1.0 3 1.0 RFORM ANALYSIS PRINT ALL ECK CODE ALL NISH L 7/ •. +� - Z. W� U O N C W= J H CO L. WO 2 �. J N _ d Z = F- H O z D U� O N, in H. W 2 -O 111 Z' U_ N Z 1 I i I i f11 ANDERSEN BJORNSTAD KANE JAWBS • INC. 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I S C /°"r & 1 - .5 9 L 1 0 w8x,?7 P4 U J w21 x/o / z �H ;F- z . Li j JU 00 CO 0 J (1) W O LL Q = a W Z� �O w � w D o� wW F- �o w z U CO) H H Z 5 Title: Westfield Shupping Town Job # 03150.00 Dsgnr: D.S. Johnston, P.E. Date: 1:55PM, 19 DEC 03 Description : Built -Up Section Properties G9/ Scope User. KW- 060114.Ver 5.6.1.25. 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O z of Gravity Center of i Datum Datu�j lip I i i - . Datum Center of Gravity z mo : QQ �. JU L) 0 N O W= c LL. W O: J LL Q c CY. I-- _,. H O Z F_ U O N W Z' tll v N: p F; O z Title : Westfield SN,,.,,ing Town Job # 03150.00 Dsgnr: D.S. Johnston, P.E. Date: 1:55PM, 19 DEC 03 Description : Built -Up Section Properties L Scope Built -Up Section Properties Page 1 0: \031Menoi naa Mol s _ acw• Cal cu I a tl nne Description Built -Up Beam r xx 10.1791 in lyy 250.360 in4 r yy 2.7152 in X cg Dist. 0.0000 in Edge Distances from CG... Y cg Dist. 14.5973 in +X 6.1450 in S left 40.7421 in3 Steel Shapes S right 40.7421 in3 +Y 12.7177 in S top 276.6808 in3 #1: Name W12x14 Angle 0 deg Depth 11.9100 in Ixx 88.6000 in4 Location of Centroid from Datum Width 3.9700 in lyy 2.3600 in4 Xcg 0.000 in Ycg 0.000 in Area 4.1600 in2 Xbar 1.985 in Ybar 5.955 in #2: Name W21x101 Angle 0 deg Depth 21.3600 in Ixx 2,420.0000 in4 Location of Centroid from Datum Width 12.2900 lyy 248.0000 in4 Xcg 0.000 in Ycg 16.635 in Area 29.8000 1n2 Xbar 6.145 in Ybar 10.680 in Total Area 33.9600 in2 Ixx 3,518.754 in4 r xx 10.1791 in lyy 250.360 in4 r yy 2.7152 in X cg Dist. 0.0000 in Edge Distances from CG... Y cg Dist. 14.5973 in +X 6.1450 in S left 40.7421 in3 -X - 6.1450 in S right 40.7421 in3 +Y 12.7177 in S top 276.6808 in3 -Y - 20.5523 in S bottom 171.2101 in3 1 „_. ..,.: � : .� N r; .c M.,,'(�.aYec• a,;tri,t�t,.. :.�:.a,.r.... ».�...;,:. r.». z Z '~ w J V vO CO III J = f� CO) LL WO } LL Q N d = W' HO z F- O 0 H = U, ~ O �z 0 z ,enter of Gravity Datum Center of Gravity . L12/ z Z .. J U. UO N 0'. W =; J �. CO) LL w O: 5 LL ¢ = a �W LIJ Z� Z t-: �p O F-� W Uf LL � Center of Gravi — LLJ Z' O ~' Z �r. ANDERSEN BJORNSTAD KANE JACOBS • INC. Consulting Civil and Structural Engineers SEATTLE, WASHINGTON i ABKJ @abkt.com iB ' K, PROJECT: C. Ty WAI JOB # 0 6/961, 0 C DATE Z 3 Z; SUBJECT: BY: D s � SHEET # L �J t dS Vfl I V,s� i je: & • M rdfn04210 S77Q ES S C S 4 ?Yr� Cif' CC zc / 3 k / r 3 a c, 1 - p A ,e3�5w" 6 1 F i 1Cb S 3G.G l� 3 24 C k j O. 9 9 k,r; Vk-7 x 1266 Z g9c, t — �a A , 7L'b O� 9 9 "f"• 3 S k.r; 2/. G i i 'c W1:fs• f ,.�1.'iiA .s:�::•, ; ,�.:. s.J a : {� '�H."suy`,.':aF aNR.A�:: a �.... zz S F' w D U O. (f) 0: J = H CO) LL w O. L L CO)� =d �_ z� �O z F— 5: VD o� = U. LL ~O. ui z U co), o~ Z. 1 ` ANDERSEN BJORNSTAD KANE JACOBS • INC. j Consulting Civil and Structural Engineers SEATTLE, WASHINGTON ABKI ®abki.com FA In A PROJECT: W14 ] /iEL0 .XAl 0 P, G 7 {NN JOB # 031 0 • Q DATE SUBJECT: BY: # G- /',5r/4/ X�F,f'i o5j C G L t1oPWV C 0 o'VniCC 7? 6W 7`v J7yP v CTUVq oh, J?,$ oo4 9' 4-6 7 CAe C D/VNer C T) a e) . eJ = 9,fo Ie- � / /LTf J �fcc kw) CFV Ur- o/J L + + 1 + + h/' 1724 aFOJ A `r vex ed T r e d 9 , g 5/ " o 5 13 _ Urg2(4 (8.88 + 0, 2Z( - f .GSA Z i Z �Z w W Q � Q 2 JU UO to o W= J �. N LL WO L L = d. I �W Zo UIO O Ito), D H W W. �U lL O Iw Z CO) O H. Z Reid Vliddleton March 12, 2004 File No. 262004.005/00302 Mr. Bob Benedicto City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Final Submittal Westfield Shopping Town (D04 -073) Dear Mr. Benedicto: 1?eC I MIAR 1 5 C � 4 W /V Engineers Planners Surveyors We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The applicant has responded successfully to our comments. The response was in the form of revised structural calculations. Revisions to the drawings were not necessary. Enclosed are one complete set of the structural drawings (bound with the originally submitted architectural drawings) and an additional copy of the revised structural sheets. We are also forwarding the structural calculations and correspondence from the structural engineer for your records. If you have any questions or require any additional clarification, please call. Sincerely, Reid Middleton, Inc. Philip azil, P.E., S.E. Senior Engineer cc: Dennis Baerwald, ABKJ sj s\ 26se\ planrevw \tukwila \04 \t003r2.doc \prb Washington Oregon Alaska Reid Middleton, Inc. 128134th Street SW Suite 200 Everett, WA 98204 Ph: 425141 -3800 Fax: 425141 -3900 q � W =' UO CO o: UJ J N LL W O1 J LL j CY �W ►- O z� 25 U 0. o W w; LL z LU U� O ANDERSEN B)ORNSTAD KANE JACOBS • IN.C. 10 March 2004 W. Philip Brazil, P.E,, S. NIAR 1 0 2004 , .Senior Engincer Reid Middleton, Inc. 728 134''' Street SW Suite 200. REID PJfIDDLET0 I.NC. 'Everett, WA, 98204 "Tel: (423) -741 -3800 Pax: (425) =741 -3900 Re: Westfield Shoppingtown Seismic Upgrade VB Plan Check Response (D04 -073) Tukwila Washington' Dear Philip: Anderien Bjornstad Kane racobs, Inc. has reviewed your structural plan check comments dated 5 March 2004 for the above referenced•project. Please find below our responses to your questions in numerical order with respect to the original' comment letter', ' .1. Letter in response, and revised calculations and supplement .calculations. i 2: The 80.1kip load is the seismic force -of the whole partial area H following•the seismic joint in the building. The 251.5kip load is the seismic force of half the j Bon court high roof structure. • The 102.9kip load is the amplified seismic shear of R of ordinary' moment resisting franc over R of ordinary concrete frame multiplied by 80.1kips..This is a'conservative approach, the existing high = roof Bon court concrete umbrella columns and the lower flexible.steel main mall -structure act independently, there are existing interconnections to the concrete columns. The amplified seismic force helps to ensure additional connection I preservation. 3. The existing ordinary concrete moment resisting frames were checked for seismic - force, fundamental period compatibility 'corimparision'with the adjacent main mall structure consisting of existing rod braced frames,. moment frames, braced I frames; and proposed ordinary moment resisting frames of. steel'. The Bon 'Cotk ' high roof concrete umbrella .frames are not.considered effective in resisting seismic loads of the p artial main mall area H of this seismic retrofit. The main mall steel framcs in area H do not resist seismic forces from the Bon court high . roof concrete framing.. 4. -See response to question 02 above. Please not' e that the first.printing of the B 1997 LTBC docs•not have reference to footnote 8 for table 16- N.'.The lowest K R was used in the analysis per UBC section' 1630.4.4. Please .note that this is 600 FIfd� hx"ue a conservative approach, the mall also'has tension only rod braced frames.' 5,,," IWO which are not -specifically classified as a defined lateral force resisting 951" 0 4-31.0 i w system in the 1997 UBC. Tai: 206340. Fax: •206.340,2266 Po 4 to 0 * 13 I .,, F ,.;,.�,w:wf�"!„'A"t;'St�rMr.«; •�: �t� :x'F.':,eox..l'PfiSa:�d;`3'eY. �S I Z �= Z �w QQD JU 00 Cf) C0 LU J = H �u- w 2 Q LL Cl)d = w zF Wo �5 U� o � wW "—' O w z U= O Z 03/10/04 WED 15:55 FAX 1 206 940 2266 ABKJ 0 002 5. The dual system is for conservative design only, an R of 3.5 was effectively used throughout the lateral calculations. Please see the key plan sheet L1 for all resisting system elements. The retrofit frames principally are ONIRF, R = 4.5. The partial main mall area H has structure consisting of existing rod braced Q frames, jumper beam moment frames, ordinary braced frames, and proposed -F z ordinary moment resisting frames all of steel. The R factor for just the steel W elements varies from 4.5 to 5.6 with dual system R of 4.2, we used an R = 3.5, v which is satisfactory. 00 M a co w 6. For the three ordinary moment resisting frames that are proposed by the phase VB seismic upgrade the submitted�calculations identify them as "Wall ID" 1, 2, and 3. Cl) U. Please refer to the key plan, frame 1 and 2 is a coupled frame, the reactions for all w o columns are shown on page E8. If the column base shear for frame i and 2 is added; 15.89kip + 18.8kip + 12.1 kip = 46.8kip, which agrpes with page L7 for U- < total lateral shear of 46.74kip. Please note all frame reactions, drift and rigidity C a were determined from STADD pro models for each frame type identified in the w. analysis. Yes, the 18.9 kip is the worst case single column base lateral force z shear. z O 7. The beam to column connection is considered a type 1 Fully restrained o connection. Please see attached analysis showing compliance of the beam to o Co column connections for M factor of 2.8. No changes to the drawings for Seismic o Upgrade 5B are required. = v � S. These ordinary moment resisting frames of steel were proportioned to have the o Z same rigidity as the existing steel rod braced .frames being removed, the stresses w co are exceptionally low in these members. Please see attached analysis for H compliance with type 1 fully restrained connections using S2o factor of 2.8. No Z changes to the drawings for Spaces 564 & 568 project are required. This completes our plan check response, if you have any questions please call out office. This project is time sensitive, the upgrade is being performed while tenants are moving from t lease spaces. AND SEN BJ AD JACOBS, INC. Dennis H. Baerwald, P.E., S.E. Darren S. Johnston, P.E. President Project Engineer/Manager '�+ (i1 March 5, 2004 File No. 262004.005/00301 Mr. Bob Benedicto City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Cu` ' Miry °EV8 LvH1WENr DA ri V Engineers „ » err MAR 0 0 2004 s,,,'ve ac� UNI?Y PMENr Subject: Building Permit Plan Review - First Submittal Westfield Shopping Town (D04 -073) Dear Mr. Benedicto: We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The permit applicant should address the following comments. Copies of this letter were forwarded to the structural engineer for your convenience. . Architectural_ 1. No .comments. . Geotechnical 1. No comments. Structural General 1. The following list of comments should be responded to in itemized letter form. The permit applicant should have the Engineer of Record respond and resubmit two copies of revised structural drawings and one copy of supplemental calculations. All information should be submitted directly to Reid Middleton, Inc. 2. The seismic forces used for the upgrade of Partial Area H are not clear. Earthquake loads (E) at an allowable stress design level of 80.1 kips and 251.5 t . ; kips were determined on pages L2 and L3 of the Phase VB calculations for Area C + H and the Area of one -half of the Bon Court High Roof, respectively. However, an earthquake load of 102.9 kips was used on page. L5 of the calculations. Please comment. Washington r, Oregon Alaska Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Z Z W JU 0 0 0. w =. �. U) U. w LL d, co CY = �w rr— 0 Z r: w LLI .moo CO) 0 CF- w LL Z ui _. O ~' Z Mr. Bob Bendicto City of Tukwila March 5, 2004 File No. 262004.005/00301 Page 2 ., 3. The seismic force in the east -west direction determined on page L3 of the Phase VB calculations is intended for the OCMF. We assume this refers to ordinary concrete moment frames and that they are located at the Bon Court High Roof. Such frames are not permitted to be part of the seismic force - resisting system per Footnote 8 of UBC Table 16 -N. However, they are existing. Please comment on their relationship to the proposed seismic upgrade. See UBC Section 3403.2. 4. In the east -west direction, R factors of 4.5 for the ordinary steel moment frames and 3.5 for the ordinary concrete moment frames are assumed on pages L2 and L3 of the Phase VB calculations, respectively. Assuming different R factors along the same axis is not permitted per UBC Section 1630.4.4. Substantiating data should be submitted to justify the use of different R factors (i.e., independent structures). More extensive drawings of the existing construction would be appreciated. 5. A dual seismic force - resisting system is referenced on page L8 of the Phase VB calculations. However, an R factor of 4.5 is assumed in the calculations and specified on Sheet S -1. Please provide a commentary that describes in sufficient detail the different types of lateral force - resisting systems, as well their extent, location, and direction of force resistance to enable review of the drawings. Note that the R factor is limited to 4.2 for several types of dual systems, per UBC Table 16 -N. 6. A story shear of 102.9 kips is noted on page L8of the Phase VB calculations for the seismic upgrade in the east -west direction. A lateral load of 18.9 kips at each column is noted on page M1 of the Phase VB calculations for the design of a typical ordinary steel moment frame. The calculations do not include a determination of the lateral frame load. We assume that this is a maximum design case. Substantiating data should be submitted to verify that the lateral frame load is a maximum design condition. 7. The beam -to- column connections of the ordinary steel moment frames in both directions are required to be designed for C2 times the design seismic forces or an equivalent design procedure, as specified in UBC Section 2213.6. The Phase VB and Space 564/568 calculations do not include such determinations. Substantiating data should be submitted to verify the structural capacity of the beam -to- column connections. 8. The Space 564/568 calculations for the ordinary steel moment (portal) frames in the north -south direction are not clear. An input report appears to have been Reid iddleton 1 Z iF' Z �w Q � JU U wi CO) a_. w 9:3 LL CO) = �w z Z O w U� O CO o F- wW LL —0 w z CO HH z Mr. Bob Bendicto City of Tukwila March 5, 2004 File No. 262004.005/00301 Page 3 t� included (see page L7), but the types and quantities of loads as well as their points of application are not clear. An output report was not included. Substantiating data should be submitted to verify the design loads applied to, the required resistance of the materials included in, and the reactions as the supports of the portal frames. The review comments listed above should be responded to in itemized letter form. We recommend the permit applicant have the Engineer of Record respond and resubmit two copies of the revised set of structural drawings and one copy of the supplemental calculations directly to our office. Corrections and comments made during the review process do not relieve the project applicant or designer from compliance with code requirements, conditions of approval, and permit requirements; nor is the designer relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This plan review check is for general compliance with the Uniform Building Code as it relates to the project. If you have any questions or require any additional clarification, please call. Sincerely, Reid Inc. 1 Philip Bhzil, P.E., S.E. Senior Engineer cc: Dennis Baerwald, ABKJ sj s\26se \planrevw \tukwila \04 \t003 r 1. doc \prb ReidpAiddleto n Z 45 2:. u� D J U; 00 (00 LU J � CO) w w O. J nr � �w Z� �- O Z E- 25 U� .O S2 o H: w W U U. H —O ui Z; 0 O H Z Cit � �_ o f Steven M. Mullet, Mayor G1 Ul� Department of Community Development Steve Lancaster, Director . 'r 1908 February 26, 2004 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Westfield Shopping Town Southcenter (D04 -073) 824, 826, 830 Southcenter Mall, Tukwila Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 1997 Uniform Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Sincerely, r Permit Coordinator encl xc: Permit File No. D04 -073 z Z JU 00, moo. CO) J �.. S2 LL w O u. ¢ S2 D. = w I— O w t—' 5' o f- w s U t•- u. F- -O liJ Z U CO) O Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -073 DATE: 02 -24 -04 PROJECT NAME: WESTFIELD SHOPPING TOWN - VACANT SPACE SITE ADDRESS: 830, 826 AND 820SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DEPA T : 'G b- 610 AwG 2q Buildin Divisidn 0 Fire Prevention [] Public Works i'_LS 2 2. -�r�cl Structural 7- /7 -', I t DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete [� Incomplete ❑ Comments: DUE DATE: 02 -26 -04 Not Applicable ❑ Permit Center Use only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS R TING: Please Route Structural Review Required M further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: rC + Planning Division 0 Permit Coordinator V DUE DATE: 03 - -04 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc PERMIT C O O R D COPY 2 -28.02 z z UO N W= J H LL w I_j U. Q CO D = a F w z X z� w w U� ON OH w LO .z w CO OF- z >�NI' A2I8 ,ZSNJ /ZNI1;'I�z'2IIISPa IH�Ca =Z�z'H �H11�r7�3�33: :50:02/60/Ot .IJ.£fiOJIIH� • : ".• cjxa �';R�'. t'•." �S QHQIAO2Id:» .. - NOS • � ; .5 ; ;:.. 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TIFF' R SLAB 1 S I I + I I 1 + 3 1 I I I T I I I I _ V , MA M IA1 n1 An na i A �rA ■ ■ N / Vi _ 6 � COL TO R W COL PER PLAN i `-- ---- -- It 1 x9X 1 ' - 5 4-3/4' 01A AL_ 'HREADED RCD," • PLAN 1 AA A 1 /8 =1 -0' R 3 /8x_m_ W COL PER PLAN NOTE r s REFER TO MECHANICAL AND ELECT DRAWINGS FOR SIZE AND LOCATION O DUCT OPENINGS. PIPING. CONDUITS. ETC. NOT SHOWN. SHOP AT D WINGS SHALL BE SUBMITTED AND REVIEWED TWO WEEKS PRIOR TO •+• VERIFY ALL DIMENSIONS AND CONDITIONS AT THE PROJECT SITE PRIOR TO STARTING WORK AND NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. PROVIDE TEMPORARY ERECTION BRACING AND SHORING AS REQUIRED FOR STABIUTY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. PARTIAL ROOF FRAMING PLAN AREA H RE R TO SPECIFICATIONS FOR INFORMATION NOT CONTAINED IN THESE GENE *` S 1 /8 1 0 -0' PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH UBC 1701 AND 1703 FOR THE FOLLOWING: • STRUCTURAL WELDING H" STRENGTH BOLTING ANCHOR BOLTS ' DRILL -IN ADHESIVE BOLTS ! STRUCTURAL_ STEEL ERECTION ) • r W COL PER PLAN (E)W COLS TO REMAIN I wderstand to err and omss+ons aa nd •IF rovW O plans dos not authonze *0 Wb*fA � *Y ccrr adopted code a own+ i�crle� mwL_hed 1 /4 (E)W COLS TO REMAIN 4 4t,;4-1 Z04 i r. " EXPIRES 10\30\04 • V ap Z � co p V W Z .. Q , Z ' 0 Z , 0 7 V W Z i 00m W Z N � (� O O < 3 �0 W = W9- '< Z � DW III Q �IA��HII`W 5 16_ EMBED INTO (F) � 8 O (F) 1. SEE DET 1 /S - FOR BASE PLATE, traClOr' �y d aPPt� �E- ., 1. SEE DIET 1 /S -1 FOR BASE PLATE,_ C 5/16 CONC W/ EPDXr WELDING AND CONNECTION INFO WELDING AND CONNECTION INFO Z NOT SHOWN. NOT SHOWN. 1 PLAN 2A -2A �► � _ - • PLAN 3A -3A I Date I do (E )COL Permit No. ' (E" PILE CAP ( E) Pt� E CAP (E'COL do I SEPARATE PERMIT .F PILE CAP W COL REQUIRED FOR: I PER PLAN ❑ MECHANICAL 1 T _ ELECTRICAL _ PLUMBING 1 N 4 -- 12 M s/16 - ; Z -<COL T CcL � ZA ❑ GAS PIPING 3A 3A � E)CONC 1 ( I CI TY TY OF TUKWILA 1 A � BUILDING DIVIS �r ION ` TRUCTUF L SLAB - ! I { ' r r T A I 9 3 0 U I 0 C I o I 0 a N 0 a J 0. 0 v Z LL J LL. O� 0 ' � 0 Z � Q C/) 3/4'± LEVELING m .1 r 1 v Z W 1 ( I GROUT I I i ,, > J A A Z Lu • -•..�� ._�_ — -_ ='� __ _ L 41• . ... ...I......fl..•A .••••.•..r • -.�.. ... ( ] 1_ __ _ .. ------------------------ - - - - -T a - • - - - -- - -- -- - - - - -- x i I -- a- �' -- - - - - -- - - - - - -- W I ( GRADE U g I FIN GRADE; MAR I 2 / Q.• (E) ��?? fC r - - - - -_- ^,.. w ------ ,--� -� - -- - - -- TON INC• �- OVOID ' I i - - ` , �m ► �" t1�• r REIN MIDDLE 0 CL J 1 i E)PILE CAP - -• -- -_ -•_ Q� 1 E)PILE F EB 4 20 = V Z I W r�M U I 0 c I RECEIVED 1 � I �I�IIf p m o OL ONN AT IN LINE CONDITION COL CONN AT OFFSET CONDITION COL CONN AT Sf ACED CONDITI • 27 28 29 30 31 � N I 1 I � I /�— / MALL CONC i I SE ISMIC .JOINT I � \ I — -- — -- -- -4 I I I � I -� — — — -. - - — I I 1 I I I I I I I I I I I I � I NEW MOMENT I I I I i 1 I � i ^T' I I I I L-- AREA HOWL IN S I I 3/4' = 1' - EDGE OF ROOF DECKING v�i^IN1TY F LMIV NO SCALE I 1 3 .3/4 I -0 z Y `r 4 ; u 6) Elm GENERAL STRUCTURAL NOTES h THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE: 28 29 30 - UNIFORM BUILDING CODE. 1997 EDITION. CLSOLLK K - L I ROOF 25 PSF fzmv w oRIFT or 1• w�ec O " PARTITIONS 20 PSF r♦ A O O x cx a �$ $ $ ,p e V ex MECHANICAL FLOORS EQU WEIGHT + 40 PSF 3 WIND .• 80 MPH, EXPOSURE 8, W W S - W S -2 ti qs = 16.4 PSF. I= 1.0 E)w24x68 (E)w 16x32 (E)W 16x40 SEISMIC ZONE IN. W15x57 �~ W16x57 P R 400 E HSS4x4 . So SOIL TYPE. X5/1 • � - v = 0.14 w (ASO) s - 'a�cEn ; ' s -2 BRACING. 1• _ � . T1IP w' OII01,jT; y ` w r ob ' f " - N x 4 - Xf ' GROUT - 4000 PSI MINIMUM 7 -DAY CUBE STRENGTH PER ASTM C109. H - ° ° '� '� '� `" GROUT r0 BE PREMIXED, NON - SHRINK - MASTERFLOW 928 GROUT BY It 311; It w W $ >p b $ 31: W W ; r �'s • +` MASTER BUILDERS OR APPROVED EQUAL. COO CERTIFICATION W W ••� r.• W , REQUIRED. USE SPECIFIC GROUT M X RECOMMENDED B ., MANUFACTURER FOR EACH GROUT APPLICATION AND FOLLOW MANUFACTURER'S INSTRUCTIONS. y ,y 1111rCHOR BOLTS. ' 1` .ANCHOR BOLTS, ASTM A307. SPECIAL INSPECTION REQUIRED. SET ALL (E) 4x (E)w1 x31 (E)WIGx40 ANC BOLTS TEMPLATE. } 1 DRILL-IN AOFESIVE BOLTS,: NIT HY20 ADHESIVE ANCHOR SYSTEM FOR UNREINFORCED MASONRY 1 1 E Di:► OR BRICK w1TH CAill �IES : 014r s ^�-sO' :.0PrC :E P.HCw0R SS T _ vrw ROD LNG SOUP MASONRY OR CONCRETE. BY HILTI FASTENING SYSTEMS OR APPROVED EQUAL. IC130 CERTIFICATION REQUIRED. SPECI IL _ # INSPECTION REQUIRED.. h o' •I,t F = KSI, EXCEPT HOLLOW STRUCTURAL A LL STEEL ASTM A572 GRADE 50• s 4 SECTIONS TO BE ASTM A500. G 50 8. Fy 6 KSt. SPECIAL INSPECTION 3 ; «° ; :+�' REQUIRED. FABIWATION AND ERECTION PER RISC SPECIFICATIONS. SUBMIT W 4 ' SHOP DRAWINGS. WELDING PER AWS 1 1 �� R 13 'WELDERS CERTIFIED D PER WABIO SI ROD AND POSITION. 3 CONTINUOUS FILLET. STL KIN 5 -2 TYPICAL "TED CONNECTIONS HIGH- STRENGTH BOLTS PER ASTM A325N. TYP - J . i BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. TENSION (E) 16x31 (E W1 x4S ( 40 HIGH - GTH STREN BOLTS BY DIRECT TENSION INDICATOR METHOD USING LOAD - — x _ INDIGITOR WASHERS INSTALLED PER MANUFACTURER S INSTRUCTIONS OR BY TURN OF THE NUT METHOD. ' l 7 5 -2 5'. A . 7 APPLY ONE COAL OF SHOP PAINT TO ALL STEEL EXCEPT FOR CONTACT SURFACES J S -2 ± s ' :n a IN BOLTED PARTS. SURFACES EMBEDDED IN CONCRETE, AREAS TO BE FIELD c o n ' WELDED r �x C x z r OR SURFACES WITH SPRAY -ON FIREPROOFING. "•° p ° HAN 3 $ 0 w 'v 3 c r •; , ALMI ameE>IC. W W ; 3 y . REFER TO ARCHITECTURAL DRAWINGS FOR WALL OPENINGS. ARCHITECTURAL W TREATMENT AND DIMENSIONS NOT SHOWN. , 5 16_ EMBED INTO (F) � 8 O (F) 1. SEE DET 1 /S - FOR BASE PLATE, traClOr' �y d aPPt� �E- ., 1. SEE DIET 1 /S -1 FOR BASE PLATE,_ C 5/16 CONC W/ EPDXr WELDING AND CONNECTION INFO WELDING AND CONNECTION INFO Z NOT SHOWN. NOT SHOWN. 1 PLAN 2A -2A �► � _ - • PLAN 3A -3A I Date I do (E )COL Permit No. ' (E" PILE CAP ( E) Pt� E CAP (E'COL do I SEPARATE PERMIT .F PILE CAP W COL REQUIRED FOR: I PER PLAN ❑ MECHANICAL 1 T _ ELECTRICAL _ PLUMBING 1 N 4 -- 12 M s/16 - ; Z -<COL T CcL � ZA ❑ GAS PIPING 3A 3A � E)CONC 1 ( I CI TY TY OF TUKWILA 1 A � BUILDING DIVIS �r ION ` TRUCTUF L SLAB - ! I { ' r r T A I 9 3 0 U I 0 C I o I 0 a N 0 a J 0. 0 v Z LL J LL. O� 0 ' � 0 Z � Q C/) 3/4'± LEVELING m .1 r 1 v Z W 1 ( I GROUT I I i ,, > J A A Z Lu • -•..�� ._�_ — -_ ='� __ _ L 41• . ... ...I......fl..•A .••••.•..r • -.�.. ... ( ] 1_ __ _ .. ------------------------ - - - - -T a - • - - - -- - -- -- - - - - -- x i I -- a- �' -- - - - - -- - - - - - -- W I ( GRADE U g I FIN GRADE; MAR I 2 / Q.• (E) ��?? fC r - - - - -_- ^,.. w ------ ,--� -� - -- - - -- TON INC• �- OVOID ' I i - - ` , �m ► �" t1�• r REIN MIDDLE 0 CL J 1 i E)PILE CAP - -• -- -_ -•_ Q� 1 E)PILE F EB 4 20 = V Z I W r�M U I 0 c I RECEIVED 1 � I �I�IIf p m o OL ONN AT IN LINE CONDITION COL CONN AT OFFSET CONDITION COL CONN AT Sf ACED CONDITI • 27 28 29 30 31 � N I 1 I � I /�— / MALL CONC i I SE ISMIC .JOINT I � \ I — -- — -- -- -4 I I I � I -� — — — -. - - — I I 1 I I I I I I I I I I I I � I NEW MOMENT I I I I i 1 I � i ^T' I I I I L-- AREA HOWL IN S I I 3/4' = 1' - EDGE OF ROOF DECKING v�i^IN1TY F LMIV NO SCALE I 1 3 .3/4 I -0 z Y `r 4 ; u 6) Elm GENERAL STRUCTURAL NOTES h THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE: 28 29 30 - UNIFORM BUILDING CODE. 1997 EDITION. CLSOLLK K - L I ROOF 25 PSF fzmv w oRIFT or 1• w�ec O " PARTITIONS 20 PSF r♦ A O O x cx a �$ $ $ ,p e V ex MECHANICAL FLOORS EQU WEIGHT + 40 PSF 3 WIND .• 80 MPH, EXPOSURE 8, W W S - W S -2 ti qs = 16.4 PSF. I= 1.0 E)w24x68 (E)w 16x32 (E)W 16x40 SEISMIC ZONE IN. W15x57 �~ W16x57 P R 400 E HSS4x4 . So SOIL TYPE. X5/1 • � - v = 0.14 w (ASO) s - 'a�cEn ; ' s -2 BRACING. 1• _ � . T1IP w' OII01,jT; y ` w r ob ' f " - N x 4 - Xf ' GROUT - 4000 PSI MINIMUM 7 -DAY CUBE STRENGTH PER ASTM C109. H - ° ° '� '� '� `" GROUT r0 BE PREMIXED, NON - SHRINK - MASTERFLOW 928 GROUT BY It 311; It w W $ >p b $ 31: W W ; r �'s • +` MASTER BUILDERS OR APPROVED EQUAL. COO CERTIFICATION W W ••� r.• W , REQUIRED. USE SPECIFIC GROUT M X RECOMMENDED B ., MANUFACTURER FOR EACH GROUT APPLICATION AND FOLLOW MANUFACTURER'S INSTRUCTIONS. y ,y 1111rCHOR BOLTS. ' 1` .ANCHOR BOLTS, ASTM A307. SPECIAL INSPECTION REQUIRED. SET ALL (E) 4x (E)w1 x31 (E)WIGx40 ANC BOLTS TEMPLATE. } 1 DRILL-IN AOFESIVE BOLTS,: NIT HY20 ADHESIVE ANCHOR SYSTEM FOR UNREINFORCED MASONRY 1 1 E Di:► OR BRICK w1TH CAill �IES : 014r s ^�-sO' :.0PrC :E P.HCw0R SS T _ vrw ROD LNG SOUP MASONRY OR CONCRETE. BY HILTI FASTENING SYSTEMS OR APPROVED EQUAL. IC130 CERTIFICATION REQUIRED. SPECI IL _ # INSPECTION REQUIRED.. h o' •I,t F = KSI, EXCEPT HOLLOW STRUCTURAL A LL STEEL ASTM A572 GRADE 50• s 4 SECTIONS TO BE ASTM A500. G 50 8. Fy 6 KSt. SPECIAL INSPECTION 3 ; «° ; :+�' REQUIRED. FABIWATION AND ERECTION PER RISC SPECIFICATIONS. SUBMIT W 4 ' SHOP DRAWINGS. WELDING PER AWS 1 1 �� R 13 'WELDERS CERTIFIED D PER WABIO SI ROD AND POSITION. 3 CONTINUOUS FILLET. STL KIN 5 -2 TYPICAL "TED CONNECTIONS HIGH- STRENGTH BOLTS PER ASTM A325N. TYP - J . i BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. TENSION (E) 16x31 (E W1 x4S ( 40 HIGH - GTH STREN BOLTS BY DIRECT TENSION INDICATOR METHOD USING LOAD - — x _ INDIGITOR WASHERS INSTALLED PER MANUFACTURER S INSTRUCTIONS OR BY TURN OF THE NUT METHOD. ' l 7 5 -2 5'. A . 7 APPLY ONE COAL OF SHOP PAINT TO ALL STEEL EXCEPT FOR CONTACT SURFACES J S -2 ± s ' a IN BOLTED PARTS. SURFACES EMBEDDED IN CONCRETE, AREAS TO BE FIELD c o n ' WELDED r �x 5 16_ EMBED INTO (F) � 8 O (F) 1. SEE DET 1 /S - FOR BASE PLATE, traClOr' �y d aPPt� �E- ., 1. SEE DIET 1 /S -1 FOR BASE PLATE,_ C 5/16 CONC W/ EPDXr WELDING AND CONNECTION INFO WELDING AND CONNECTION INFO Z NOT SHOWN. NOT SHOWN. 1 PLAN 2A -2A �► � _ - • PLAN 3A -3A I Date I do (E )COL Permit No. ' (E" PILE CAP ( E) Pt� E CAP (E'COL do I SEPARATE PERMIT .F PILE CAP W COL REQUIRED FOR: I PER PLAN ❑ MECHANICAL 1 T _ ELECTRICAL _ PLUMBING 1 N 4 -- 12 M s/16 - ; Z -<COL T CcL � ZA ❑ GAS PIPING 3A 3A � E)CONC 1 ( I CI TY TY OF TUKWILA 1 A � BUILDING DIVIS �r ION ` TRUCTUF L SLAB - ! I { ' r r T A I 9 3 0 U I 0 C I o I 0 a N 0 a J 0. 0 v Z LL J LL. O� 0 ' � 0 Z � Q C/) 3/4'± LEVELING m .1 r 1 v Z W 1 ( I GROUT I I i ,, > J A A Z Lu • -•..�� ._�_ — -_ ='� __ _ L 41• . ... ...I......fl..•A .••••.•..r • -.�.. ... ( ] 1_ __ _ .. ------------------------ - - - - -T a - • - - - -- - -- -- - - - - -- x i I -- a- �' -- - - - - -- - - - - - -- W I ( GRADE U g I FIN GRADE; MAR I 2 / Q.• (E) ��?? fC r - - - - -_- ^,.. w ------ ,--� -� - -- - - -- TON INC• �- OVOID ' I i - - ` , �m ► �" t1�• r REIN MIDDLE 0 CL J 1 i E)PILE CAP - -• -- -_ -•_ Q� 1 E)PILE F EB 4 20 = V Z I W r�M U I 0 c I RECEIVED 1 � I �I�IIf p m o OL ONN AT IN LINE CONDITION COL CONN AT OFFSET CONDITION COL CONN AT Sf ACED CONDITI • 27 28 29 30 31 � N I 1 I � I /�— / MALL CONC i I SE ISMIC .JOINT I � \ I — -- — -- -- -4 I I I � I -� — — — -. - - — I I 1 I I I I I I I I I I I I � I NEW MOMENT I I I I i 1 I � i ^T' I I I I L-- AREA HOWL IN S I I 3/4' = 1' - EDGE OF ROOF DECKING v�i^IN1TY F LMIV NO SCALE I 1 3 .3/4 I -0 z Y `r 4 ; u 6) Elm GENERAL STRUCTURAL NOTES h THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE: 28 29 30 - UNIFORM BUILDING CODE. 1997 EDITION. CLSOLLK K - L I ROOF 25 PSF fzmv w oRIFT or 1• w�ec O " PARTITIONS 20 PSF r♦ A O O x cx a �$ $ $ ,p e V ex MECHANICAL FLOORS EQU WEIGHT + 40 PSF 3 WIND .• 80 MPH, EXPOSURE 8, W W S - W S -2 ti qs = 16.4 PSF. I= 1.0 E)w24x68 (E)w 16x32 (E)W 16x40 SEISMIC ZONE IN. W15x57 �~ W16x57 P R 400 E HSS4x4 . So SOIL TYPE. X5/1 • � - v = 0.14 w (ASO) s - 'a�cEn ; ' s -2 BRACING. 1• _ � . T1IP w' OII01,jT; y ` w r ob ' f " - N x 4 - Xf ' GROUT - 4000 PSI MINIMUM 7 -DAY CUBE STRENGTH PER ASTM C109. H - ° ° '� '� '� `" GROUT r0 BE PREMIXED, NON - SHRINK - MASTERFLOW 928 GROUT BY It 311; It w W $ >p b $ 31: W W ; r �'s • +` MASTER BUILDERS OR APPROVED EQUAL. COO CERTIFICATION W W ••� r.• W , REQUIRED. USE SPECIFIC GROUT M X RECOMMENDED B ., MANUFACTURER FOR EACH GROUT APPLICATION AND FOLLOW MANUFACTURER'S INSTRUCTIONS. y ,y 1111rCHOR BOLTS. ' 1` .ANCHOR BOLTS, ASTM A307. SPECIAL INSPECTION REQUIRED. SET ALL (E) 4x (E)w1 x31 (E)WIGx40 ANC BOLTS TEMPLATE. } 1 DRILL-IN AOFESIVE BOLTS,: NIT HY20 ADHESIVE ANCHOR SYSTEM FOR UNREINFORCED MASONRY 1 1 E Di:► OR BRICK w1TH CAill �IES : 014r s ^�-sO' :.0PrC :E P.HCw0R SS T _ vrw ROD LNG SOUP MASONRY OR CONCRETE. BY HILTI FASTENING SYSTEMS OR APPROVED EQUAL. IC130 CERTIFICATION REQUIRED. SPECI IL _ # INSPECTION REQUIRED.. h o' •I,t F = KSI, EXCEPT HOLLOW STRUCTURAL A LL STEEL ASTM A572 GRADE 50• s 4 SECTIONS TO BE ASTM A500. G 50 8. Fy 6 KSt. SPECIAL INSPECTION 3 ; «° ; :+�' REQUIRED. FABIWATION AND ERECTION PER RISC SPECIFICATIONS. SUBMIT W 4 ' SHOP DRAWINGS. WELDING PER AWS 1 1 �� R 13 'WELDERS CERTIFIED D PER WABIO SI ROD AND POSITION. 3 CONTINUOUS FILLET. STL KIN 5 -2 TYPICAL "TED CONNECTIONS HIGH- STRENGTH BOLTS PER ASTM A325N. TYP - J . i BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. TENSION (E) 16x31 (E W1 x4S ( 40 HIGH - GTH STREN BOLTS BY DIRECT TENSION INDICATOR METHOD USING LOAD - — x _ INDIGITOR WASHERS INSTALLED PER MANUFACTURER S INSTRUCTIONS OR BY TURN OF THE NUT METHOD. W1 57 7 5 -2 7 APPLY ONE COAL OF SHOP PAINT TO ALL STEEL EXCEPT FOR CONTACT SURFACES J S -2 ± s ' a IN BOLTED PARTS. SURFACES EMBEDDED IN CONCRETE, AREAS TO BE FIELD c o n ' WELDED Opp Cx �x C x • r OR SURFACES WITH SPRAY -ON FIREPROOFING. "•° p ° HAN 3 $ b w 'v 3 c r •; , ALMI ameE>IC. W W ; 3 y . REFER TO ARCHITECTURAL DRAWINGS FOR WALL OPENINGS. ARCHITECTURAL j TREATMENT AND DIMENSIONS NOT SHOWN. , 1 ��a�W A►• Pw. J �/ �. I'...✓:.. ba•' V��l: '�y71�1M1<�!�a<'IA+.;�747�1�6.. yG��IraW�r{'!.d . I / N 84 CC i (E�LIGP�MtIGHT , . � \ `' E aQ (E) W BM . �E) STL COL ` E) ST DEC C a ti 0 w I 3 V v v 0 i J O 0 • g N n N O 0 (E) CON PAD T ALIGN BRACES AS CLOSE 3A (E) STL B M L K c^ Q�G S t w y AS POSSIBLE TO 1-v TO 1:H SLOPE TO sS � , S I ` r►," AT PANEL POINTS OF OWSJ - PANEL POINT 1 i n 1 ' ..r EXPIRES 10 \30 \t * + i (E) W BM 3/4' DIA BOLT- - --• ` i �e i I n 1/4 3 - 114L7 j/ � O L it ' /&W '.. 1 J ' \ . � L41,' , 0/8 BRACE N S /4' DIA BOLT - -�, O 6 -O R AL IGN W/ _ W BW ABOVE L4x4x3 /8xRE0D a 3/4' Du BOLT - SYMMETRY OF BRACES W BM TO (E) W BM AT EOUPMFNT MN 1.F m BENT R 3/8x8. A 1T4V3 12 ' (E) STL ROOF DECK - �' I 1/4 .� (E) W BU i - •1� `e ♦ -f i \ _ � ♦ ` 3/4' DIA BOLT EA END �(E) OWSJ . L4x4x3 /8 BRACE TO 'OWSJ TOP CHORD 1/4 a.. t4x4x3 /8KREOD SECTION 3A -3A 3A + WB PER PLAN S YM METRY OF BRACES r o l - � TYP BEAM BRACING TO OWSJ 3/4'- 1'-0' REV' ?SE BOLTS SO THAT (E) OWSJ NUT IS ON TOP IF REOD r- (E) OWSJ -6 1 FOR TIGHT -FIT AGAINST -- -- - -•►••- -- 0 - - - - -_ COL CAP PLATE (E) STL DECK (E) STL W BM (E) STL w BM �. 6 �vEL�D ' _ - &p 1 . IIELU o. \--A36 BAR lxlx3 EA SIDE a' # 5/16 � 6 EA 5/16 ♦ I 5/16 V 6 \END W (E) W STL COL N R 3/4 CAP POSITION TO W BM PER PLAN M t 1 '2 + 1 „ 5/ AvOiD (E) It do BOLT CP N , 4 3 3/4' OW BOLTS i It 1/2 STIFF EA SIDE CP It 3/4 STIFF EA SIDE 5/1 6 2 SIDES a1 W COL PER PLAN (E) W21001 101 COL NOT SHOWN ABOVE FOR CLARITY ti v WP FRAME TO (E) STEEL FRAMING 3/4 " -1 -0 (E) CONC PAD - (E) STL DECK- (E) W HM It 3/8x6x6 - L4x4x 8 BRACE w/ 3y4 UTA BOLT EA END (E) W COL —� } 1 * -6` i (E) s - rL DECK (E) STL. W SM S /16 C OVER CP t 7�8 • EA IDE OF COL COL To • • No 'A I , OF -. H TOP W BU PER PLAN WSM SnFF It 1/2 ES i� • ;�i •� TV �cp INSERT TIE PLATE BEHIND TAB EXTENSION OF (E) W COL BELOW - t 3/8 SHEAR TAB w/ * -3/4 DIA BOLTS -- STIFF R _TO d T � f f S/16 TYP SM 1 /4 1 / 5/16 V STIFF It 3 4 TOP do SOT 1 1 W COL PER PLAN NOTE: FLANGES SIDE STIFF EA SIDE 1. FOR MEMBERS do CONNECTIONS NOT 1 4 4 - 12 5/ 16 TOP d AS SHOWN %W4 (3 LOCATIONS) ,NOTED SEE DETAIL 5. 1/4 V 4_12 �--'�� 5/16 V 4 BEAM TO COL AT CENTER CONDITION 3/4 - -1 '-0' PANEL POINT ALIGN BRACES AS CLOSE AS I POSSIBLE TO 17 TO 1:H SLOPE 1/4 AT PNEL POINTS S OF OWSJ 1 4 F SENT It 3/8x8x7 /4 3 -12 1� t 4 =1 - (E) OWSJ I- ~' ♦1 ~3 2' cr. L4x4x3 8 BRACT_ TO ,L OWSJ TOP CHO':D W/ 3/4' DIA BOT LA ENC L4x4x3 /8xREQD W BM PER PLAN SY OF BRACES TYP BEAM B RACING TO W BMI & OWSJ 1 1 /4 3 -12 �o t1`'1 uL L. HE10 MIDDLETO N, INC �r "A rkh?42X)4 a i T T � f f Z C Cr • It 3/A x4xRE0D ES 6. OF 8M Ill (E) COL 04 q F !� ..T _ PLAN Yt 1 ` 1 1 /2 ' PER t t 3/4x6x2 — l 1 EA SIDE OF BM WES r `--W COL PER PLAN .rt 1 i 1 / 4 t TO M WEB r L41 ;. 5/16 4 -12 • PLAN 5A -5A ' 'v NOTE: - O R ME MBERS ! CONNECTIONS NOT s /16 4 — 42 NOTED SEE DETAIL 7. `� TYR FRAMEAT (E) GIRDERS �o t1`'1 uL L. HE10 MIDDLETO N, INC �r "A rkh?42X)4 a i T T � f f Z C Cr 6. r/ O � W / w ) _ I V Z a m UJ CL o O W U m (n cr) =, r w Awxt cvmk N O G L& MtiR 1 5 �ao� � U y IN 1/4 3 -12 1/4 V 3 -12 W BM PER PLAN 5/16v TYP 3/4' 1 - V4' -V -0` � I 'a .y r''. � -t. ..,_ .. wJ" VS� yyp•�Ma+ dhM .. �r!'1r1�.•MY'�►".'s'. ..�wY'�� -.r: 1Mt`Tf•Mw W+ 'w.w�w�.G�rr .61A Imeaww" AL . 1 v v Qi I w r 0 do rJ N H E A a SOUTH ENTRY TO BON COURT �•— EDGE OF ROOF DECKING 31) VICINITY PLAN_ No SCALE M 32 i I — ' O I i — I U I i — � Q i — R i I i — S i — T i I U I () 1 /2"x2O GA ROOF ECKING — 1 ( Z7 ; 28 29 30 1 i I I (E)16H5 GPEN WEB STL JOIST GUSSET IQ 3/8x4xO' - 4" FRAME MODIFICATION INSTALLATION NOTES: 1. INSTALL STEEL SHIMS AS REQUIRED BETWEEN EXISTING STEEL COLUMNS AND BEAMS r,ND STEEL COLUMNS AND BEAMS SHOWN IN THESE PUNS. SHIMS MAY BE NEEDED TO COMPE, %SATE FOR DEFORMATION, OUT OF PLUMB. IRREGULARITIES, AND PLATES. 2. THE CONTRACTOR SHALL EMPLOY PROPER VERTICAL AND LATERAL BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS DURING CONSTRUCTION. 3. FIELD VERIFICATION FOR ALL ACTUAL CONDITIONS AND DIMENSION IS REQUIRED FOR STEEL FABRICATION. 4. WORK SHALL PROCEED ON ONE FRAME BAY AT A TIME AS FOLLOWS: A. ERECT AND EMPLACE SHORING. B. REMOVE ROD BRACES ANC PROTRUDING GUSSET PLATES TO INSTALL STEEL E .-EMENTS PER PLAN. C. PERFORM TESTING TO LOCATE EXISTING REINFORCEMENT IN AREAS WHERE BASE PLATE ALL THREAD RODS WILL BE INSTALLED. D. LOCATE BY TEMPLATE ROLL LOCATIONS FOR DRILLING. DRILL HOLES, ADJUST AND BATTER HOLES IF NEEDED COORDINA WITH BASE PLATES. E. ERECT AND PLUMB STEEL COLUMNS, BEAMS. AND BRACES. F. INSTALL ALL THREAD RODS IN EPDXY WITH SPECIAL INSPECTION. G. GROUT COLUMN BASE PLATES. H COMPLETE ALL F.FLD WELDING WITH SPECIAL INSPECTION. I. PROCEED TO NEXT DAY PER PLAN. (E)W 1 2x 14 BM -- COPE GUSSET It AS REOD --- L L ALT ` } CGNDITiON + \ / CS! E)w 1 2 OR 1 '� _- MOWSJ • ---iii L3x3x3/8 BRACING O 4 PO;NTS OF PAN ----/ W SM PER PLAN - 1 JP t /4 3 BM TO BM 1/4' 3 -12 ,D 4A ... 1 1/2"m V-0' TYP BEAM TO (E)ROOF FRAMING 3/4" 1 ' -0" r t I r t 4� . zT -05111 _ 1 DETAIL 4B 1 1 /2 " -1' -O" TYP cP REC ENEID o KNEE BRA MOMENT FRAME TO (E)FRAMING , MAP , ( � 3 / 4 0=1 . -o n l�1� f1 w I COIWx , 2 ; 0 I?OL4 IK tr•� yyM < v W u Y / o GUSSET It 3 /8x !.1 1/4 ( , 3 1 /4 ( : 30 ) I 5 +LN " y t 1 E 168311 ( 16WF4 0" L3x3 o` ,L � ♦ � - e RACIPOINTS, �► TYP i (18 LOOS) o tn o x - r i �D . 4 N �M ? I E 16831 I 1(E) 16WF40 I G O x o� o 3 �♦ S - z' _ o z i to. N x co 1 to i v� W W W 4 S -1 I O� I 'tip` G E 18WF45 (E) 16WF40 { Q�. 0" i 3: � = w i to 40 #O •....- tn to ry x to sa " a. } q- m 11- Cr 3 x! x x x CV' N N C4; W W G E 16WF40 _ (E)18WF45 I PARTIAL ROOF FRAMING PLAN 3/16" 1 '-O TYP 1/4 3 - 12 0 1 N s v I O I n ANCHOR BOLTS ASTM A307. SPECIAL INSPECTION REQUIRED. SET ALL I ANCHOR BOLTS BY TE MPLATE. _ PLATE. - - -- -- - - - - - -- - - r---- ' OIL - AOfIESNE 90LM I (E)FIN GRADE 1.117 HY20" ADHESIVE ANCHOR SYSTEM FOR UNREINFORCED MASONRY OR BRICK WITH CAVITIES; • HIT HY150" ADHESIVE ANCHOR SYSTEM FOR ' SOUD MASONRY OR CON'CWE. BY HILT1 FASTENING SYSTEMS, OR H - / APPROVED EQUAL. IC80 CERTIFICATION REQUIRED_ SPF�IAL III I tj I INSPECTKOV REQUIRED (E)CONC PILE CAP c ' ALL STEEL ASTM A36. F 36 KSI, EXCEPT HOLLOW STRUCTURAL SECTIONS TO 8E ASTM A500. GRADE 8, Fy = 46 KSI. SPECIAL INSPECTION REQUIRED. Y. FABRICATION AND ERECTION PER RISC SPECIFICATIONS. SUBMIT SHOP DRAWINGS. ---- - - - - -� Y J WELDING PER AWS DI A. MINIMUM SIZE WELDS 3/1 G CONTINUOUS FILLET. WELDERS CERTIFIED PER WABO FOR ROD AND POSITION. ' I JT T HIGH STRENGTH BOLTS PER ASTM A325N. TYPICAL BOLTED CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR Pl TENSION HIGH - STRENGTH BOLTS BY DIRECT T INprAT METHOD USING LOAD NOTES: I INDICATOR WASHERS INSTALLED PER MANUFACTURER'S INSTRUCTIONS OR BY TURN 1. DO NOT DRILL THROUGH EXISTING OF THE %UT METHOD. SLAB REINFORCEMENT. + (E)PILE APPLY ONE COAT OF SHOP PAINT TO ALL STEEL EXCEPT FOR CONTACT SURFACES 2 EXISTING CLARIT R NFORCEMENT NOT SHOWN IN BOLTED PARTS, SURFACES EMBEDDED IN CONCRETE, AREAS TO BE FIELD t, WELDED O R S WITH SPRAY - ON FIREPROOFING. . REFER TO ARCHITECTURAL DRAWINGS FOR WALL OPENINGS, ARCI`!rTE TYP SINGLE W COL TOE CONC f ..: 2 TREATMENT AND DIMENSIONS NOT SHOWN. 3/4 " =1 - 0" f . REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF r DUCT OPENINGS. PIPING, CONDUITS, ETC. NOT SHOWN. SHOP IFABRICATIAW NGS SMALL BE SUBMITTED AND REVIEWED TWO WEEKS PRIOR TO 1/4 3­ 12 VERIFY ALL DIMENSIONS AND CONDITIONS AT THE PROJECT SITE PRIOR TO ' STARTING WORK AND NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY OF ANY IDISCREPANCIES. CO _ F �t _ (PROVIDE TEMPORARY ERECTION BRACING AND SHORING AS REQUIRED FOR L t ll ` 'STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. t` - - +t REFER TO SPECIFICATIONS FOR INFORMATION NOT CONTAINED IN THESE GENERAL NOTES. t 1/4 3 -12 PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH UBC 1701 AND 1703 FOR THE FOLLOWING: FLAN 3A -3A STRUCTURAL WELDING HIGH STRENGTH BOLTING (E)COL do ANCHOR BOLTS (E)W COL TO REMAIN (E)PILE CAP DRILL -IN ADHESIVE BOLTS STRUCTURAL STEEL ERECTION W ':OL - PE'' PLAN (E)R00 BRACING TO BE REMOVED 5/16 3A 3A S jr'' �\� r % 3/4' ± LEVELING 10 N GROUT art t- I � _ 1 NOTE: `; ­ j t I. SEE DETAIL 2 FOR INFORMATION NOT SHOWN. • , '" ov o % I TO BM TO BM 1/4 3 -12 SYMMETRY ADJACENT F RAMES �"P 7/8 /TYP DOUBLE W COL TO E CONC (E)1 1/2 "x20 GA ROOF DECKING � 3 It 3/8x4x1' -3" W 3/4- =1' -0" SLOPE 5- 3/4" DIA BOLTS FOLLOW SLOPE OF ROOF BM. TYP 5/16 W BM PER PLAN (E)W 1 14 _ _ •• `` M t :. CP (E)W 160 OR \ � � - - _ 1 1/2 EAEN ER BOLT E)W 18x45 " E ROD BRACING To + REMOVED W j io (E)W8x24 COL ' 1 /? L' / \ 5/16 8 M 6 / 16 _ >8 AR STIFF R 7 /8 ES CPP 3 SIDES 5/16 ,� HSS5x5x3 /8 BRACE REIN M`pDL E-jof4. INC. 1 /4 3 - 1/2" TYP 1 n TYP 1/4 3 -12 1 I �CEIVEC s 1s !!h of 71 l . W COL PER PLAN WP f t t3) 4 �; p c a r � c o [JpL Cis EXxP�RE $4 o V � . Z � m O V Q i w r , Z Q Z , O 7 0 ca a V � Z m Z Z = SI 00 Q <13m w j Q w N�J F- 4 � Z �Wa�oW Q • o 6��pE -ILW a GENERAL STRUCTURAL NOTES of 8 EMBED IN EPDXY r= + THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE: , a • v 0.14 W I' • (ASD) .1 '• UNIFORM BUILDING CODE, 1997 EDITION. - �a „ ,; �E)CONC STRUC SLAB — i MEN 3�//4_' ± LEVELING GROUT GUSSET It 3 /8x !.1 1/4 ( , 3 1 /4 ( : 30 ) I 5 +LN " y t 1 E 168311 ( 16WF4 0" L3x3 o` ,L � ♦ � - e RACIPOINTS, �► TYP i (18 LOOS) o tn o x - r i �D . 4 N �M ? I E 16831 I 1(E) 16WF40 I G O x o� o 3 �♦ S - z' _ o z i to. N x co 1 to i v� W W W 4 S -1 I O� I 'tip` G E 18WF45 (E) 16WF40 { Q�. 0" i 3: � = w i to 40 #O •....- tn to ry x to sa " a. } q- m 11- Cr 3 x! x x x CV' N N C4; W W G E 16WF40 _ (E)18WF45 I PARTIAL ROOF FRAMING PLAN 3/16" 1 '-O TYP 1/4 3 - 12 0 1 N s v I O I n ANCHOR BOLTS ASTM A307. SPECIAL INSPECTION REQUIRED. SET ALL I ANCHOR BOLTS BY TE MPLATE. _ PLATE. - - -- -- - - - - - -- - - r---- ' OIL - AOfIESNE 90LM I (E)FIN GRADE 1.117 HY20" ADHESIVE ANCHOR SYSTEM FOR UNREINFORCED MASONRY OR BRICK WITH CAVITIES; • HIT HY150" ADHESIVE ANCHOR SYSTEM FOR ' SOUD MASONRY OR CON'CWE. BY HILT1 FASTENING SYSTEMS, OR H - / APPROVED EQUAL. IC80 CERTIFICATION REQUIRED_ SPF�IAL III I tj I INSPECTKOV REQUIRED (E)CONC PILE CAP c ' ALL STEEL ASTM A36. F 36 KSI, EXCEPT HOLLOW STRUCTURAL SECTIONS TO 8E ASTM A500. GRADE 8, Fy = 46 KSI. SPECIAL INSPECTION REQUIRED. Y. FABRICATION AND ERECTION PER RISC SPECIFICATIONS. SUBMIT SHOP DRAWINGS. ---- - - - - -� Y J WELDING PER AWS DI A. MINIMUM SIZE WELDS 3/1 G CONTINUOUS FILLET. WELDERS CERTIFIED PER WABO FOR ROD AND POSITION. ' I JT T HIGH STRENGTH BOLTS PER ASTM A325N. TYPICAL BOLTED CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR Pl TENSION HIGH - STRENGTH BOLTS BY DIRECT T INprAT METHOD USING LOAD NOTES: I INDICATOR WASHERS INSTALLED PER MANUFACTURER'S INSTRUCTIONS OR BY TURN 1. DO NOT DRILL THROUGH EXISTING OF THE %UT METHOD. SLAB REINFORCEMENT. + (E)PILE APPLY ONE COAT OF SHOP PAINT TO ALL STEEL EXCEPT FOR CONTACT SURFACES 2 EXISTING CLARIT R NFORCEMENT NOT SHOWN IN BOLTED PARTS, SURFACES EMBEDDED IN CONCRETE, AREAS TO BE FIELD t, WELDED O R S WITH SPRAY - ON FIREPROOFING. . REFER TO ARCHITECTURAL DRAWINGS FOR WALL OPENINGS, ARCI`!rTE TYP SINGLE W COL TOE CONC f ..: 2 TREATMENT AND DIMENSIONS NOT SHOWN. 3/4 " =1 - 0" f . REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF r DUCT OPENINGS. PIPING, CONDUITS, ETC. NOT SHOWN. SHOP IFABRICATIAW NGS SMALL BE SUBMITTED AND REVIEWED TWO WEEKS PRIOR TO 1/4 3­ 12 VERIFY ALL DIMENSIONS AND CONDITIONS AT THE PROJECT SITE PRIOR TO ' STARTING WORK AND NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY OF ANY IDISCREPANCIES. CO _ F �t _ (PROVIDE TEMPORARY ERECTION BRACING AND SHORING AS REQUIRED FOR L t ll ` 'STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. t` - - +t REFER TO SPECIFICATIONS FOR INFORMATION NOT CONTAINED IN THESE GENERAL NOTES. t 1/4 3 -12 PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH UBC 1701 AND 1703 FOR THE FOLLOWING: FLAN 3A -3A STRUCTURAL WELDING HIGH STRENGTH BOLTING (E)COL do ANCHOR BOLTS (E)W COL TO REMAIN (E)PILE CAP DRILL -IN ADHESIVE BOLTS STRUCTURAL STEEL ERECTION W ':OL - PE'' PLAN (E)R00 BRACING TO BE REMOVED 5/16 3A 3A S jr'' �\� r % 3/4' ± LEVELING 10 N GROUT art t- I � _ 1 NOTE: `; ­ j t I. SEE DETAIL 2 FOR INFORMATION NOT SHOWN. • , '" ov o % I TO BM TO BM 1/4 3 -12 SYMMETRY ADJACENT F RAMES �"P 7/8 /TYP DOUBLE W COL TO E CONC (E)1 1/2 "x20 GA ROOF DECKING � 3 It 3/8x4x1' -3" W 3/4- =1' -0" SLOPE 5- 3/4" DIA BOLTS FOLLOW SLOPE OF ROOF BM. TYP 5/16 W BM PER PLAN (E)W 1 14 _ _ •• `` M t :. CP (E)W 160 OR \ � � - - _ 1 1/2 EAEN ER BOLT E)W 18x45 " E ROD BRACING To + REMOVED W j io (E)W8x24 COL ' 1 /? L' / \ 5/16 8 M 6 / 16 _ >8 AR STIFF R 7 /8 ES CPP 3 SIDES 5/16 ,� HSS5x5x3 /8 BRACE REIN M`pDL E-jof4. INC. 1 /4 3 - 1/2" TYP 1 n TYP 1/4 3 -12 1 I �CEIVEC s 1s !!h of 71 l . W COL PER PLAN WP f t t3) 4 �; p c a r � c o [JpL Cis EXxP�RE $4 o V � . Z � m O V Q i w r , Z Q Z , O 7 0 ca a V � Z m Z Z = SI 00 Q <13m w j Q w N�J F- 4 � Z �Wa�oW Q • o 6��pE -ILW i i a GENERAL STRUCTURAL NOTES of 8 EMBED IN EPDXY r= + THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE: , a • v 0.14 W I' • (ASD) .1 '• UNIFORM BUILDING CODE, 1997 EDITION. - �a „ ,; �E)CONC STRUC SLAB — i 2A 3�//4_' ± LEVELING GROUT r .B.. -• ROOF 25 PSF i N, SNOW DRIFT : UgC z '4" , 4 r r PARTITIONS 2 0 PSF p 1 3 -12 0 PLAN 2A -2A i MECHANICAL FLOORS m EQU IPMEN' WEIGHT + 40 PSF ; WIND is 80 MPH, EXPOSURE 8, ( �coL � 49 = 16 4 PSF, I = 1 A W I i i a GENERAL STRUCTURAL NOTES of 8 EMBED IN EPDXY r= + THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE: , a • v 0.14 W I r` • (ASD) "�°"� '• UNIFORM BUILDING CODE, 1997 EDITION. �r �z J ZQ _ w R U. 0 s O F— O O cr.z Q J D �U z �J C/) I a ( J Z W r Z ?vw 0 >0 V - -- I[ 1 /2x � STIFF R Y 8 ES EA END BRACE - M TYP �� W BASE R 3/4 W/ 4 3/4" D Roos a GENERAL STRUCTURAL NOTES of 8 EMBED IN EPDXY � + THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE: , v 0.14 W I r` • (ASD) "�°"� '• UNIFORM BUILDING CODE, 1997 EDITION. - �a „ ,; �E)CONC STRUC SLAB — ,'' /� } 2A 3�//4_' ± LEVELING GROUT r .B.. -• ROOF 25 PSF �1' -1 1 2" N, SNOW DRIFT : UgC 1 J -1 2 '4" , 4 r r PARTITIONS 2 0 PSF p 1 3 -12 N PLAN 2A -2A i MECHANICAL FLOORS m EQU IPMEN' WEIGHT + 40 PSF ; WIND is 80 MPH, EXPOSURE 8, ( �coL � 49 = 16 4 PSF, I = 1 A • (E)W COL TO REMAIN - ' PILE CAP - - W COL PER PLAN SEISMIC ,ZONE W " 1 1.00, So SOIL TYPE, ' R : 4.5, v 0.14 W I r` • (ASD) JE)ROD BRACING TO BE REMOVED i, 5/16 - „ ,; �E)CONC STRUC SLAB — ,'' /� } 2A 3�//4_' ± LEVELING GROUT ICIIOt/T. GROUT - 4000 PSI MINIMUM 7 - DAY CUBE STRENGTH PER ASTM C109, GROUT TO BE PREMIXED. NON- SHRINK "MASTERFLOW 928 GROUT' BY MASTER BUILDERS OR APPROVED EQUAL- ICBO CERTIFICATION REQUIRED. USE SPECIFIC GROUT MIX RECOMMENDED BY 'I MANUFACTURER FOR EACH GROUT APPLICATION AND FOLLOW MANUFACTURER'S INSTRUC *IONS �r j ANCHOR BOLM lyyv