Loading...
HomeMy WebLinkAboutPermit D12-156 - YAMATO - TENANT IMPROVEMENTYAMATO 18271 ANDOVER PK W D12-156 City *Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3523049104 Address: 18271 ANDOVER PK W TUKW Suite No: Project Name: YAMATO DEVELOPMENT PERMIT Permit Number: D12 -156 Issue Date: 05/23/2012 Permit Expires On: 11/19/2012 Owner: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA WA 98138 Contact Person: Name: STEVE NELSON Address: PO BOX 88028 , TUKWILA WA 98138 Contractor: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA WA 98138 Contractor License No: SEGALPL902CQ Lender: Name: SEGALE PROPERTIES - SELF FUNDED Address: Phone: 206 - 575 -2000 Phone: 206 - 575 -2000 Expiration Date: 04/01/2014 DESCRIPTION OF WORK: NEW TENANT - DEMO SEVERAL INTERIOR NON - BEARING OFFICE WALLS AND ENLARGE AN EXISTING OVERHEAD TRUCK DOCK DOOR. Value of Construction: $9,800.00 Fees Collected: $464.52 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0024 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -156 Printed: 05 -23 -2012 • Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N N Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Public: Non - Profit: N Public: Date: GC-I251 1(1/ ned this permit and know the same to be true and correct. All provisions of law and ordinances , whether specified herein or not. The granting of this permit does not pr construction or the performance of work to this permit. Signature: le� a %� Date: L Print Name: LA- OdS6 N This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. me to give authority to violate or cancel the provisions of any other state or local laws regulating • I am authorized to sign and obtain this development permit and agree to the conditions attached PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. doc: IBC -7/10 D12 -156 Printed: 05 -23 -2012 7: A final report documenting required sp inspections and correction of any discrepaSs noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 13: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 17: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 18: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 19: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 20: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 21: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 22: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 23: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC doc: IBC -7/10 D12 -156 Printed: 05 -23 -2012 1008.1.8.1) • 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IF 'Chapter 10) g � 25: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 26: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4) 27: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 28: 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 Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 29: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and /or addition of audible /visual notification devices. (City Ordinance #2328) 30: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 31: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 32: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 33: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 34: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 35: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D12 -156 Printed: 05 -23 -2012 • CITY OF TUKOPLA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.TukwilaW A. gov III Building Permit No. 1 I )-- us-- Project No. Date Application Accepted: LiN Date Application Expires: t —`..2....._ (For office use only) CONSTRUCTION PERMIT APPLICATION 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.: 352304 9104 Site Address: 18271 Andover Park West Tenant Name: Yamato Suite Number: PROPERTY OWNER Name: Steve Nelson Name: Segale Properties LLC City: Tukwila State: WA Zip: 98138 Address: PO Box 88028 Email: snelson @segaleproperties.com City: Tukwila State: WA Zip: 98138 CONTACT PERSON — person receiving all project communication'' Name: Steve Nelson Address: PO Box 88028 City: Tukwila State: WA Zip: 98138 Phone: (206) 575 -2000 Fax: (206) 575 -1662 Email: snelson @segaleproperties.com GENERAL CONTRACTOR INFORMATION Company. Name: Segale Properties LLC Address: PO Box 88028 City: Tukwila State: WA Zip: 98138 Phone: (206) 575 -2000 Fax: (206) 575 -1662 Contr Reg No.: SEGALPL902CQ Exp Date: 04/01/2014 Tukwila Business License No.: BUS - 101320 H:WpplicationsWorms- Applications On Line \2011 Applications\permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh New Tenant: Floor: 1 m Yes ❑ ..No ARCHITECT OF RECORD Company Name: Lance Mueller & Associates Architect Name: Bob Fadden Address: 130 Lakeside Suite 250 City: Seattle State: WA zip: 98122 Phone: (206) 325 -2553 Fax: (206) 328 -0554 Email: bfadden @lmueller.com ENGINEER OF RECORD Company Name: Engineers Northwest Engineer Name: Dale Kaemingk Address: 9725 Third Ave NE Suite 207 City: Seattle State: WA Zip: Phone: (206) 525 -7560 Fax: (206) 522 -6698 Email: dalek @engineersnw.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Self funded Address: City: State: Zip:, Page 1 of 4 BUILDING PERMIT.INFORMATIA206- 431 -3670 Valuation of Project (contractor's bid price): $ 9,800 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Demo several interior non - bearing office walls and enlarge an existing overhead truck dock door. Will there be new rack storage? ❑ Yes EZI.. No If yes, a separate permit and plan submittal will be required. 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 of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ® No If `yes , attach list of materials and storage locations on a separate 8 -1/2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line \2011 Applications\Pernut Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC < Type of Occupancy per IBC i`tFloor 38,546 4,147 V -B B, S -1 2"d Floor 3rd Floor Floors thru Basement 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 of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ® No If `yes , attach list of materials and storage locations on a separate 8 -1/2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line \2011 Applications\Pernut Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — 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 grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 OR AUTHO D EN Signature Date: 05/08/2012 Print Name: Steven R. Nelson Day Telephone: (206) 396 -2011 Mailing Address: PO Box 88028 Tukwila WA 98138 City State Zip H:\ApplicationsTorms- Applications On Line \2011 Apphcations\Perma Apphcatton Revised - 8- 9- 11.docx Revised: August 2011 bh Page 4 of 4 • r City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3523049104 Address: 18271 ANDOVER PK W TUKW Suite No: Applicant: YAMATO RECEIPT Permit Number: D12 -156 Status: PENDING Applied Date: 05/09/2012 Issue Date: Receipt No.: R12 -01537 Initials: User ID: WER 1655 Payment Amount: $464.52 Payment Date: 05/09/2012 02:15 PM Balance: $0.00 Payee: SEGALE PROPERTIES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2116 464.52 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $464.52 278.80 181.22 4.50 doc: Receiot -06 Printed: 05 -09 -2012 INSPECTION RECORD Retain a copy with permit INSPECTION N0 :' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 630.0 Southcenter'Blvd.,` #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 (2 --fSG Projec .: MA Type of nspection: ` , ; toA-L (&.10,1& Address' i S,1, -` i ( AOoJEr L&J Date Called: — S __/-A-Ao Special Instructions: Date Wanted:(_ "` !a.m (0 .,- 2,. I — (A_ p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. !` COMMENTS: i7koTM < f to Pip e'er Inspecto(: . Date: ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit 2,, isco Proj cr L._ A-Pk t 1 a Type of Inspection r r A-- � A6 Addr ss: vy 1¶` 1 I Mtc u r to Called: Special nstructions: ;. Date Wanted: .>. - (p ' � -12-- p.m- Requester: - Phon , No� —31(o —7.-e) f G-- aApproved per applicable codes. a Corrections required prior to approval. COMMENTS: :Ahl A.6 fa Jae Insp It r l REINSPECTION FEE REQUIRED. Pfor to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /Z - • PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: yG ,, 4 . -v Type of Inspection: fit 74/4- 2.' -1 Acs! / r 2 T %4u I Address: 1 2 71 Suite #: - 4P(4) Contact Person: Special Instructions: 0.2 J2‘5 r• - Phone No.: 2 c-c _ y3 c - 5 -3 Ll z Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: cp /4�ls G./ S.y)..l. �+ � .. o A'1) 46-Pe) 4 .,"-i s7,1,tir.s wo.1 ll t +5 , ll 0.2 J2‘5 r• - Occupancy Type: i Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Construction Testing Laboratories, Inc. 400 Valley Avenue NE Suite 102 Puyallup, WA 98372 253 - 383 -8778 fax 253 - 770 -8232 www.ctlwa.com June 19, 2012 Segale Properties, LLC PO Box 88028 Tukwila, WA 98318 ATTN: Steve Nelson JUN� 2 0 2012 REF: Final Inspection Report for 4585 PROJECT NAME YAMHATO PROJECT ADDRESS 18721 Andover Park West, Tukwila BUILDING PERMIT # 1'l 1/1 .,., IS „ Dear Mr. Nelson: RECtIVEU CiTv (%e ►KrM�A tli,h! /,2012 PERMIT CEMWR CTL, Inc. provided special inspection and testing services for the above referenced project. We specifically provided special inspection and testing services of the visual welding, epoxy bolting and placing of Hilti KH EZ fasteners. The specific work for which we provided special inspection for was, to the best of my knowledge, in accordance with the approved project plans, applicable codes and the approved engineer of record revisions. If you have any questions regarding this final report, or if we may be of further service, please feel free to call or email. Sincerely Yours, Dennis M. Smith Operations Manager DMVIS /cas cc: Mailing List cathya@ctlwa.com WsTRUcturtAL ENGINEERS EnglheOrs Northwest Inc., P.$: We got buildings built. 0161„ecopyp SEGALE Segale Business Park - YAMATO TENANT IMPROVEMENT STRUCTURAL 'OALCULATIQINS FOR ENLARGED PANEL OPENING May 42O12 ENW Project NO. 11-05g005 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 1 2012 City of Tukwila BUILDING DIVISION RECEIVED MAY 09 2012 PERMIT CENTER 9725 Third /■:!ti: NF, . jito207 • Seat b8=115 206.52t.i:fti6o • faii206.t.i';22te98 www.erigliteornw.com OVU4ALL, 1. r:AN. •LH 0,11111.1..PA 14, ASS OCIAYS1S Q Ri401 130, LAKESIDE 5tATTLE. WA 48122 206- 325.'1553 T6tiprlf froprovemerli for \e. A tAIV, fsk \:.! Wothinqion ENW---- • • • ENGINF.ERS NORTHWEST, P.S. STRUCTUAAL E.S014•14:115 6869 WM:Wm. Avt. N £ , #205, 81,,Atit*W 9811.1 (116)M....wio vioe (206) 2-498 Pkoitd YAPAZ1-0 /360A/4) DATF • z..-11-- 11(-53 -4)0pm2 67" tutu; Mad/ tif 1-11-3-.7r OF (.010 14.9j; PROJECT 11 ii0S.,300S- S1,FHJECT Oc r ed A Ci) L _(P otA) e / ! O. q- 2 .p 1. 0 2.0. /2, d PO; ze 25: C,!/ 01: t d di.:ikiiPifeib 2 of q- e p t - fe s?rbk, .-42s/eet 4./0047.- ,44vir( - /24 22,0( 4r .q7 - 1 IENG NEERS NiiRTI7VEST, INC., P.S. #. Q'riii-1 ENW ..., ..,CTUR A I. ENOJNEERS 09 WitpDLAIV61 AitE. a F., #203 ; 'ILATTLE. WA 98115 (266)525".75411'm (266) 5227-6698 PkOJECTg /76....300,1: io . ROJECI- "4 76 (1 3 3 B6 (-) /vG-1) DATE sii1..;:crr Si rEtr oF h By /1 /-- 0 (5,ritr-t ,fr 64)76 it9660"0-) 3. 8. I VIA 7 1-6 41 o, \y� � l: � � ' » � t ittQ� ' CChtermlhous 48, StateS 2003 NEHRP Seismic Design Provisions Latitude = 47.4376 Longitude = -122.25620000000002 Spectral Response Accelerations SS and Si Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa = 1.0 ,Fy =1,0 Data are based-on-a-0,05-deg grid-spacing Period Sa (sec) (9) 0.2 1:359 (Ss, Site Class B) 1.0 0.475 (Si, Site Class B) COtitaftilinCus 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4'A76 LOrigitUde = -122.25620000000002 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv X Si Site Class 0 - Fa = 1.0 = 1.525 Period Sa .(sed) (9) 0.2 1389 (SMs, Site Class p) 1.0 �724($M1, Site Class D). 'ConterMinous 48 States 2003 NEHRP- Seismic Design Provisions LatitUde = 47.4376 Longitude = -122.25620000000002 Design Spectral Response Accelerations SDS and SDI SDs = 2/3 x SMs and SDI = 2/3 x SM1 •Site Class D - Fa =10 ,Fy = 1.525 PeriOd. Sa. (sec) (g) 0.2 0926 (SDs, Site Class 0) 1:0 0.48.(Sol, Site Class 0) E WENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 409 Wxi»i iwr Avi N 1 065, SEATTEE, WA +58115 (206).5254560 FAX (206522-6698 'Plioni614 /1653 00Sr' PROJH.I YA 12IA - '733 g ()1m/6 pAit -4- 23-1-4- OF (06i2) 1( 0, 9:5- ic CP - 10) - T: '0; 8% /4. v, 0 2_4 L frfl 0.7 2 et it - I oi 2. Al AH Z-1(1 .040EERS44011714WEST, 6801/V0pb1LAVIIN AVE. N.F., (s.urtE 20s) SEATTLE, wA:98115 -oady oi IJ1ecr NfflU see - 041:4 otheis'uniowin1 • •. • . I Shaded cells ;#■■•■■••■•■■■••■■•••• input -= !lob number : ' 11063001. Job name: . YarnatO 71 IBC 2009 Section -1013.1 I ASCE 7:06 Sactiaii•I2.8 Ecitiivatent Lateral Faroe Procedure - • - - , . , • Buildirt tleStdd base shear t:ll retetencee below are pscg 7.05 tU.1+.1.6.1 . . . . . . . .. , - 1 Basic Ss ./To'r,..0arc#70.eiipttbg system T. Al:S*131 ceinrorced c.oltatestjea...._,..,.....,_....„.......;„...........4_,_,..vr...... Basic SelSiniC-FOrCeResisllna Sjratem = . . DVil , = Bearing Wall Syatern . ,,, • - Is thls:Ceneidered a BitildlitdS1rUcti1ro,..1_ 5eciloi161 ,i - for'NOribuits6ng StrUCAUre delinition- . tin = ;.-27.0011.1.; height Opp levaltn Main1101On of structure (abv.pase) SaCtion-11:3- IS Diesptitenrn considqed Flep1e7 SiCtibit 12:3,-1- - • . • • . . , . . . .... ,,,., : :.•,1,389 . piiotrat m5Ppitia,a0laratiori at 0,2 :seconds 14:SiteCISSs ti: si = 0.475 Spectral isipoisa:Oceteratlori ell :0 seconds for Site Crass 9. IL = thntj1;e4:41tenii1lon poi1t4Figui.B0710hiu22:26 . • . i Sde Claes (scii) D Seciloh20:1 *MP teperlies Tr is 4180 aniel.Se the Geotech dela ordiillOing . . .__, ..Occutiency Categaly = . .11 • -.' '.. Table 1-1kage 3 ' 0 ttiOal tittidra ft li Site Claes 7E-or Ton ot y..ell alevelihn (riaihpel) 7. 29.0011: .:: ElevatiOri of top -at Wall lateMistippott (max.) = . 27.00 ft.... rod Itigh point (ntilniuMparapat) , -.!.. , ... • ,.. ,. Elevaiion oitOp cl rail later's'. support (Tim) = 27.00 ft.; roof tow Perini (Madriluist• parapet) Regular Struclure 5 Stades? YES SeettOri 1 .0.i. ; Ocit2w9 REV. WO Dillpid • . ,,,_ _ Site Doef 661.ent Fa =- 3.000 1,04 1.1:4-1 Site Fv c.. 1,625 Tal7ie 11:4-2 Snis.ir- 1.309 Sins = FaSs 'Section' 11.4.3 (Ett..11.4-11 SOO :-.. 0.74 'Sn'11. F,VM. •Section 11."1. (Ec[1.11 :472) 54s= 0....924 'S;cis 3.Sras SeCtion ii .4.4 (Eit.11;441) • Seli, =.• 0.483 .Stit c.*St1 SectO 11 ;4,4 (Eq....tiiAi4) SelSinio DeS!gn Category (50D) .=. • R. SeCtion 1 .541 T411601.6-1 8. 11,6,2 • ..... TO = 0.104 0:2Sil11 Stis• SeCtIon.1 1.4.6 Ts •-= .0 .622 siiiisifs.:,secticili 1.4:5 . c,t,.. q.Oi.. _sec1tan12:0,2.1 Taiti.12,8-2 -Period =7 = 6:23.7. er..ond5 .- SeCtiert12,0.2.% (Eq. 12.6-7) . ,._, .2.22 Sa = 0..926 teaOn".11AS (Eq: tii.470ot(Eq11.40)or (Eq.'1 i.tf) R 6 Tablei 2271 itoamnSa:iktOitieeilon OuitOlc.it (iertuOi forces to L.I Sti) tlo = 2 Sy•e'fesii tiveisliength Fector. moditiecItot.110ble•;diaPtiregrri w 1:towing viai6ht or 10s) table 1.?..6-1 -cu 1;4 Cd = 6 Delle.Clipti Amplittahtiefi fieicrefor uae In Sections 1206; 12.0.7 & 129.2 IE 1 c*.;vgancY imporranoe Factor - Tanta 11.5-1 Detailing Reference Section = 14.2 Cs.catc, = 0.1136, Ps Mex..= .0.08 cs:arl:= 0.041 Citrie 0.1S6 Vitt dotgri 0.166 V destgit 0.130 EV 026 plaght_ggni secion (En. 12.8-2) Sec0On 12:13.1..1 (En.12.8-3 & go. 17.8-41 Section 12.8.1.1 (F...tr. 12.8-5 Section 12.119,1 (Er:02,5.2 Otto Eq. 1-fg..) 'W. At ,strangIli leYel USD (Ecf..12.11:1). '1,/ Wedded ( 9.7•E ) ASfi. 'D = 44..2 Ada. D (Eq. 12.44) .- May be 700 for founilatioria. WO: The weight ititrutaiy.ta the dePhregrn at 00 ti.m1 .... Fpu 06,-= 0185 *%•11). (Etta. 12.5.4thru )2:8-6 above) Fptliiii).= 0A135 'wp .(tiln. SeCtion12.10.1.11 F.Pit rnati.=-• 0370 *140 (mat Section 12,16.t :I) Fin, 6sign'= 0.155 .5;vp USD ,FP ilestgn = 0:130 !WP ASD (0.74U513) EQ. 412'31202 ASCE7-05 20091SC Seistnio,iris ve0:<4: >ifgr! :.2;rpro'sz 2112: iszw; 3: 2: tfiftm.>.t.2312.t213.laiikiAo >e} ss,it :.• l322i1::1f4a ^• .a : oh: v: N Llfy9 ••" C: Ct•y'• ;wd "•-9r7 -1Y 77,RTrotworrit?.kol • • i ! Vrt l !lV.:: ' , 'CY` ,,�.. ..7 F 1 l�J -..A aev.�.."� . ... V•V .. M::,�>' Sw.WV. :... :+ -4- ,.Sy.,,fl t i-' . - : Iy 1Jr. 5., • Y2.41.,2 12 $A;R2: 2 its :tr. >.sa}°s•.:xis::Ytr ± rtxe. +.29.2112 txr tai::it: : ::I ::fia:?trr; -•••<r�sts012 :1s.z Tp`.lJ"tilTL • •'mow ati 'r 1 I: Iry t!f G�4a >'•. r. • .. If :74.741- .. ' • • . ..0•41,-:r 074.44.... ... t 4. . ,, i. �. 4 444. J.: W u'.,,.h r _2... 1+ 1 ..5 ''+4 M- -t• 1 •. N ..sue y-. ,. 'a ,.. �znM .,,;,.,• N 1 { 21* 4C. c..ti:wa tr .rn .. ,,,,,;•,44.. .•._ .. •• ..� !I.:4:7:71..4 .•.:: r P 1- ?F,+:f y .18 ` „fs...'. �{ ' 1 wy.p �. •YP:■. •Y.T'V_1• C .i ..1 33 ... . 3,,,.-.7-0,-.447,......:.,;••- i i •a :fw •twlvp u • ..�.,.. '� :: i - z .�.:t • 112 2 £; 1 y y s to v,r✓ • ' { 1 • ' 44 L. • 4f_„ y. • A ' �. , • ! • _ i�: . ..•,.Y!'.'.. 4244 - ENGINEERS NORTIINVEST, INC., P.S. STRTT—CTIMAL ENGINEERS ENW 6869 Wci)i.Ativii Ave. ft F.i#205„ Si A11U WA 511115 (206)525-S15601,4x (2*522,-6698 PROJECT # PROJECf y 11474 71) SUDjEC1 tittlZ ro / V ()ail Bv . AAte- 0 . *." , • • :•• . t -7.-7 • • ••• . . • • ••••• • r'77 • :.• • . : 7 .4 .. ■9: • vs - . ENGINEERS- NORTHW EST,I NC.P. S. 6869 WOODLAWN AVE.N.E. (SUITE 205) SEATTLE, WA. 98115 SHEET• OF Property''of Engineers Northwest, inc., Seattle - Use by_others unlav401 ' • "' Job Number Job Name.= Location/direction = Amato' - Soein'' 733 Wall on Grid 22 beforesaw cut'o enin WaII relative rididities with direct shears R momentsto eaclh pier ( No rotation included ) t := wall thickness (In.) Vlpier _ kips h = wall height (f(.)' Mom /pier - kip -ft d = wall length (ft) 1 Total OTM = 450 k4ft. � j1,t� f =wall is fixedtop,Rbottom have. .6.00ft. c = wall is cantilevered: (pinned top. or bottom) ;7 Total shear on vraII = 90. kips (including wall self weight shear pier 11 11 d h!d f or c multiple Rqpier %%100: 1 V 1 pier Mom./ pier v /pier 1 .. MUM" OMEN 5.5 S - '5.5." inewill M imatign ,'9 :: 11013. -10 .' . 5.5 WO 5.5 5 5 10 10 10 12 INEMIlmaragillsw 0:83. 6.67 f 1 1111M 1.4587 '0.014 0.0974 0.169 0.002 0.011 15.24 0.15 1.00 76.20 P.74 14.99 1,27 kif 0.10 kif 0.33 kif 10 10 10 10 10 10 10 10 . 10 1.6 :.1 5.: . sollimillatilleal 6.67. ' 6.67 6.67 gni 1 MIll 0.0145 0.0145 0.0974 0.002 0.002 0:011 0.15 0.16 1.00 0.74 .0 .74 0.10 kif 0.10 klf .33 kif 0.0146 0 0:145 0.4497 0.002 0.002 0.051. 0.1.8 0.15 4.60. 0.74 0.74 23.02 0.10 kif 0.40 kif 0.79 ktf. 5.83 : lanimalimMo . 6.67 111Mastaan 6.67 0:2361 O 0145 0.0974 0.027 0 002 0.011 .� 0.002 0.198 0.001 2.44 0.15 1.00 015 17.86^5 0. f0 / 12.19 0.74 4.99 0.74 89.25 0,50. 0.66 kif 0.10 kit 0.33 klf 0.10 klf 1.32 kif __ 0.10. klf En NMI 10 ,10 "., 10 ] 6.67 0.74 10.00. 0.0145 1.7436 0.0097 16.. 5 5 10 ' 0.42 3 4661 0 8037 0.1982 0.023 0.0000 0 394 0 091 35.4B 8.23 2.03 177.41 41.14 10.14 1.46 kif 1.03 kif 0.51 kif 17 5 5 : IMO 19 0 10 10 _ " : 0 " ' 8- 0 .. 2.50 0.00 . 0.000 0.000 0.000 0.00 0.00 0.00. 0.00 0.00 0.00 0.00 kif 0.00 kif 0.00 kif 20 0 . 0 0 . 0.00 agiana. 0.0000 0.000.0 . 21 0 0 0 - 0.00 22 0 0 0 0.00 0.00 0.00 NW an -I 0.0000 0,0000 0.0000 0 000 0.000 0.000 0.00 0.00 0.00 0.00 0.00 0. 0 0.00 kif 0.00 kif 0.00 kit . 0 28 0 ..:0. 0 0 :. 0 0 0.00 0.00 11$1111 IIIII I U 0.0000 0.0000 0 000 4 000 0.000 0.00 0.00 0.00 0.00 0.00 O 00, 0.00 kif` 0.0:0 ktf- 0.00. kit( 27 0 0 , ;' 0 0.00 f 1, 0.0000 28 0 0 0 . 0.00 0.00 0.00; f 1 0.0000 JI o.0000 f... 1 0.0000 .__._ 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 tee. 0.00 kif o.00 .kif 0.00 kif 30. :: 0 .. ;0 , .: 0 lax thk. 12 TOTALS =J 8.7915 1 1.000 1 90.00 = Based on a wall thickness of 12. inches Maximums = 35.48 k 177 k -ft. 1.48 kif Total wall Iengtfi = 92:',6 ft. Percentage of wall total X39.43. %0 Rigidity 4/2512012 Rigldity2.XlsX EINEpIS NORTI TNVESTI,Nc., P.S. SViVRItIALE$GINO:lig R69 1lMVN Esrlovr. ME. N. I., '005: SEATTLE; WA 00 5 ON 525456O. VAx (2d6) 54-608 0..10111.C'1 11 1/0530 OS. OILQJECT rcr (ea) it6 -7.3) ) -/ PA, C - - q , 5 ., -it tub.'.)615 4- . le() (17 )(042) - ("Pi/0 (-5)( y. 0 1 1 /41c t 9 co 0 // /0'v(' fiths: "I: CA //),? SHEET. OF RY .1-1-11126' u /1- p_ 9 10-011(.-H). (ty40 4 KIA)/1<- (6,1645.'• 6.4' ENGINEERS -NORTH W EST,INO.P.$, 6869 WOODLAWN,AVE N E.'(SUITE'205) SEATTLE, WA. .08115 " Property of Engineers Narihridst, Inc :, Seattle = Use by others unlawful J.4b Number = Job Noire= Locatioit!direction ::SHEET 'OF Wail =relative- rkildities:With direct shears & moments to each pier. S No rotation included) t = Well thickness (in.) . Vi.pler = kips h =, wall height (ft) Mom /pier = kip -ft d = wall length (ft) f a wall Is fixed top & bottom . c = wall is canlitevered (pinned top. or bottom) . .::.....f7....1..:71..n •.., I cnif_i.rrS Total OTM = 450 k4t. it'ave: = 5.00 ft. Total snearan wail = ° :: vu ; r.q,m. v.11.ILIM 1111 'I .yI .,.,.....,b,.....,�•••• pier # h d hld f or c multiple R "!pier %!100 V i pier MomJ.pier vlpier _ 1.4887 • 0.0145 .0.0974. 0.211 t) 002 0.014 18.98 08 124 94.92 0,92 6.21 1.58 kif 0.12 kif 0.41 kif 1 :, 10 12 0.83 f 1 6:67 MI 10' 1 10.... 0.0145 o.0145 0.0974 00145 0.0145 0 dd97 0.2381 0.0145 . .0:0974 0.002 0.002 .0.014: 0002', '124.00 2 A.tl64 0.034 0.002 0.614 . 0.18 018 1.24 6.92 0.0 6.2i 012 kif 0.12 kif 0.41 kif 10 6.67 11111MIN 5 10 imam 6 :: 10 alliMill 0.18 •0.1.8 ..5.73 0.92 p.02 28 67 0.12 kif 012 kif, i 0 98 klf OM 10 667. 6.67 wiltsom 10' 5.83 .. 10 4.33 1�I, 1Q ammitm NMI 10 3.04 0.18 1.24 � 16.18 0.82 6.21 o.70, 40 012 kif 0.41 kif 13 r 10 1.6 . 6.67 imitimpl 1 10.00. 14 .10 .., 10.00. MIN 10 :10 OM 0.42 .." OM fla 10 witamoi was 10 260 lug • 0 0 0 ._ 0.00 20. 0 0 , ,.. D:. ' .0.00: 0.00 0 0097 0.0097.. 0 002 6.661 :0.001 0.18 � 'i2� 0.12 0,92 6.62 0.62 .0.12 kif 012 kif 0.12 kif. 3;4661 0.6037 0.1982 0:0000 0.0400 0.491 0.114 0028 44.20 10.25: 253 221.00 51.24 12.64 1.84 kif 1.2810 0.63 kif 4 000 0.000 0.000 0.000 ; 0.000 Q 000 0,000 0.000 0.000. 0 000, 0 000 0.000. 1.000 0.00 OA0 0.00 0 00 0.00 0.00 0 00 kif .0 00 kif 0.00 kif 21 0 0 0 6.0o 0 0 • 0 0 00 : q 4 0 0.00 p 0 ' 0 0.00 27 . ©;.. 0 ;" ' t) , o.6000 0 0000 0.0000 0.0000 0.0000 0.000 0 0000 0 :0000 0.0000 0.0uuu 7.0577 0.00 0.00 00 0.00 o.00 0.00 0.00 0.00 u.00 90.00 0.00 0.00 elm 0.00 0.00 0.0p 0.00. 0.00 0.00 0.00 ,klf 0 00 .kif 0 00 k!f ; 0,00 kif o.ao kit -no iitt Q 00 klf 6.60 kif 0.00 kif . _ _ 0. 0 0 , 0.00 OM :.. 30` 0 4 0.00 IMF IEaxthk. 12 TOTALS = = Based on a wall thickness of. 12. inches Maximums 44.20 k 221 k -f Total wall length = 79.6 ft. Percentage of wall total .= 49.11 % Rigidity 4/2512012 Rigidity2.xlsx ENGINSERS-NOETHWEST; INCAS. 550 W000L.AWN AVE. N.C. (SUITE 203) SEATTLE, WA. S0110 Property el Engineers Northam. Si, Inc., *Olio - Use by olliers.unlaMill*" PROJECT NUMBER: 11053006 PO.ILICT NAME: YAMATO - .(133 (hieing) LOCATION rieviSaw cut Opening grid 22 WINOLOADS PER ASCE 7;05 Method 2'- Sebtion 0412.2.2 -1.liefinilding • HEIGHTOF PARAPET, hp = 27.60 ft. EILDO.. RIDGE HEIGHT. hr a 2E00 IL pLirip4 FAVEHEIGHT. hi= 27.0011; MEAN ROOF HELGHT, hrnr2�.25 11.. Die*.daptigin lahatrae root 20 Joist depth r(D MEL; butldings Wall Support gryoon at Ridge a 2s.,i's viroi Support Elv..ttn at E:a\io a 20,73 fr. 2a= 21.60 ft. ' 10.800. re? MIA/FRS:Carnet deisigii teed ROrINall "Cornet' design lead folilytifF •• cioLitt6 Zonee Loadk 1J'Valis aornersa, 1E 4E 11:45 '14f WI o - 1 84 7.60 prif Wiredwaid roof = • 79.56 pSt. Leevrad roof= 3 -6.06 00 1./YiT1i1*7 = 2E -13.77 psf Leal,yerd roof= 3E psf WallS paralleito tha,v,ilnil a 5 o.96.1 Wiridriard Parapeta = • All 1032 Of pare*? = All A COI Pi( SHEET' Atii6 creato..0 Separate toad cisc ‘vith a 1 horizontal ?eves ectiral to 10 psf and ail iodic-et znnas'Ciiiioita 0. Check ibis load case as ariiiidepende4 ca.a and cianaftoriiblne load case artfio'lett, .,t:1*touil.. nitti thii Id e Corner load (tip lo) 21 60 frarit.dOinarda 160 pit Non-corner load (mare third 21:6 ff. frzein S-Orners = 100 Pli USE MWFRS (3 ular tfro e h Oactir Nori-norriarIoad (rtiore'ttiiii) 21.8 ft: fierri corners 110 plf 4— • USE -1q0. p11 USE Ooraerjead(cp (6)21.04. frOirkbOrnsiS r • e .1 MO/FRS-1166i Unlifts Rodf uplift triad tip to 2116.0.. from eiderief ROOf nPlift toad tricfrithiii 0.' froth exterior Walla = . . *Inonenta ClAir_HO pef • •4••••-- use 4-- Wag Destp 246 sci.ft: Ohl. (Inward)! Wall Design g 240 sq 11 tnb (Outaril) a Wall Design 124240 stfi. trih, (outward at Corners) Wall trAlni4ard) ..• . Wall.Dosiglig25 sti.ft. (Outward) WallDosIn 4250.k. fah: (Ordward,at Corners); Parapet only 'Design at Corriere a . .„ , piirepiat.ci*, Design, NOT at Cornars Root overhang Or Canopy Roof Shope Roof ovezhant Or icatiaiiir2!4-r,ia Roof ovarbing:i canopies 'ROM (Zone 3) Rciot.elyef*to 8. PaPPPle.a.11pfift (ine 2) a- 0.Spsf Of -VIA PO 71.2 psf -12.2 pit -14.6 int 111.4 Pit 10.41if •••• -0:60 Ina,: .Oci.ft. 4-- USE • 1JSE . . Wall anChorage load al corners Nan-corner anchorage loact10.8 "ft: from cornera • "Wall anchorage load at ridge a -2 USE 14E • USE / • USE USE USE 4— USE 4.6 . Pq' -12.1 psf leOptf 140 Of 120 plf -ii-- USE • USE . oF.. ;my. 1: a5.TiTi$ REV: 2: 104111. •.4/2k06 ASCE7-05 2009I8C VVindMeth2:71s ••!! '''nopcity 0 Cog' ;nem trarin4on.inc P S. Use Lielftel'i unDital " ' . • „ . Job NUM* Job Nanto = Yamslo - 733 Bldg - now and o rung Wail Location = per 1 PIMA Roof line . Inpitt 6 • Horizontal dimension; hi = Verlical dlmonston, v1 • is Wall roiod at top & beton, 7 Wall thIckniii;t 12.00 ft 10.00 ft Nows lek. JAY, .111 ineet '61 :OUTPUT 1 m = t2 0 04diall length P 12.00 ft 1.) OirSrall solid panel , Conditions: hid= 033333 1.) pan6I is of uniform thickness Fl= 11-86466 Ei7.-- 0.05S976 ENOINEEFW NOM HWEST, !NC . p. 5ccssi WO9DLAWN Airr (Htli II:: ZS) SI:A(I.LC, 95115 (TTIAJ 646-7660 Fila: OW) o2z-sws 0065076 ..01111■•••.. Rimd 17.6647 -44tir (In) 2 5.5 nicioirrarim.yeis . Wall ftigki4.1L'a 42Dr.i01?10.:41 • • • ` Property cg Eorinv cots 11011:yr:st, Inc , PS 7.1.15* elnors unlAviol *? Sheet Of zJiib kittnbq_= Job Narita = rartirb:19Htir-- now anal anr* Wa9LcIion'= cr2 Ft.prizontat dirbens:ron, = 1.4-iligat dinionsion, ha WO fxd W1604 tintynn 7 Wafl thickness. t = jgaiti •1.50 71Torft7 5.50 in O.UTPUT Crirorall Iongth = 1.50 ft overall ,43311:1 panel 10= is.auge7 Ft4610Etts Non woven mic. r. tri8SOV100b1AWN AVE. NE (SijiTC:244 •6F_A1FLE. WAliSt 13 FL 006):05.76Cii f=Aic• OW) on-sota • . Roof Pin° ht.= 14) fr coriditicinsi Pane t ii of unliotnt Ihrck net 9 0 _173888 8 = 57*42 53542 Re.;00 0i739 !. k 55. roN4p. liCDiTYflAtYSIS Walt 11014.45 •2a2Ct2 tO 71A!.1 ab Number= Job Nainti,i= Wan Coiatliki= •.•:•'PiJokny-ot eiloineiiKortweit, trt atnitluitzdo • • • • 11053005 Yamalo,= 7338 dg neVi panel a ering Input F 1-.1Oriap-1.f71'01,1710;.:10, ht IWa fixocl ottop & bOltaro ? CUTOUT Oa1I 1enth . . sod pone! li'd= '3.333333 EIMINEERS ttorttnetE,ST.LIC,; P.5.. ,egesvotioir(Awrimc (st(rc 205) b1-AI tr) rx PK' (206) 00-7E40 (20)5224049 Roof line = to' iItIijn 14 PnIothiformtMckdes5 L169291 A.:= .0,1355219 Lkid, • 0.655219. Ronal ff 1.103 te,-44. Nei 6.5 fliG191TY:MIALY0I0 : is4 4th1,7017.1071MI Pcpeityot Fr1netrs Nhilirikeii. ic. Pe..:47tici:Iji*Oliii,*g)." " Job Name = rereV:W8,..eiratere—r—ling Wall Location p or I fripui Hariztintal ilimerition, hi -= . . Vertical rilmeesien, vi = Is Wall fixed etyrig. begoni? Wilt thickness. i= •Overall lon6111= 5.83 it dieratl sad panel t19-7' i-71000 ENGINEERS NIM11,1007-$ me:. P.a. PIC OW.9 tropootirew pa tStil I F. :OS) WA S5115 (20e) e54rett FAIC: (N8)5224603 goo line. kim= 6.390:207. kw, 8.= 0:185315 0.185315 sheet Orreditions: 1.) Fiiniel is ct Uniform thickness .5:3982 tin) n 6.6 IN■iira 1110161T' i-t.i.N.YW S20.1' O2 1021 MI . . . : • • • •.F.lailiedy of,p9Inecrs No■iiratit, Inc. r,o, ub aLtice unis' WO • • • • Job Number 11 . • v.v.+ •■■■■■•■^4................• • .1.0,0. Job NeMs", WroTO753177110.1 snot o on n !4V6111'4"6611iirl Input = Hitiii6rital dkOnSiOn, hi = Witco! dftnoflsion vi Is Wail fixed at top 4. botipm ? „ . Wall tbickliess,t = , TOUT = 4.33 ft .1.) ()viten solid liana rued= 2.309469 itiolii.091.01.'ett7rNEST, , - Oki WOODIAWN AVE. NE (SUITE 217.1) 81:ArTLC,,WA8811b pit (1tv)05-1560 FAX (206)p24693 Roollino 10 R 41.= .2,th70 ni.;.411t Conditions: 1.) Panel is Of uniform thIckness +6.tt 0.34033 0149939 Rgairi 5.5 eV,NCt RIGIDITY 11611ity*Io 42e70 12 10.3 • • Pial:eitier Ettioeers the L-jr ethei u'utinfut • ' ' 4CtiNumber= 110530-0'15 Job Name = Yemeta 'T 733 Bldg new, panels) ening Well Location = Hotizoiltal = rertJca alMeneMn-, v1 = Itollorft Wail thickne, t = tgLt 1.00ft 10.00 ft 12.00 in --outpu 9041601.-7 1.00 it Cls;ertall Send. paftel 10 kratimisiRe mei i4W)-t O4 0r , P.6 68591vooDuarytioe (Stint 200) MATTI.E. 4YA 93115 Pit V00526:763 mt: '42061522460 Roof line .111. • 10 R 611605 Ae. 8-583333 8.q833p Shict of 11 Panel is of uniform thickness RtancI= 0.1105 floti On) = '12. ri,NELftriSDITf.A,,NALysis - ll. &demo. 10 76 AM • oi • Orapityct E cltV rt r.s tpo r;y eiaar4arsfaaio • • •• -777TC053=05 Joh Namor; Yaritritg 73 Vd P2nel °Penr"' Wall Location = par Input= - :- Horizontal ctintopSion; h1 ye riica 1 diinention, v1 = b Wili ftOat top & titIoni / Wat1thicknoss.1 = arerali length = 24.00 ft 1.) Overall solid parr?I, Wd= 0.416667 EnG17C.ERS WiRTIVIEST. 00 .1.3,11 6e03 wo(otnwp M tiCISIJITE 206) 'sEArrt.e. tria !RI'S P11. 000525-7ga Fo.k (az) 622 61399 Roof lino •irt -1Q , .14.4.77 • Capdttloris: 14 POO is oiunttoimthlckness Ft,,se 41503 Ae4 0.024043 tti,-;g= 0.024043 131,21•a f.ecia,4 46 t; Faairi-imtir# 02t1,7012 10 74 ASI . , " Pveity ( nrI4�i*t.faL t.P.Lh e by otints tiiigaild • I • • Jo1Nurnbcrt . • • : : Joti Ninio E, 6w. fi...".m Wel 1.0dation icr 17 • talk iF Horizontal dimension. hi = .Vertical dimension, vi•!ii IsWaIl fixed et top & b90361 7 WaUne$s.t ',01,1TPUZ Ovotag 8:0(i It 1.;) aalld pijaal ' 1:25 • mane.p..s NORMINEST; INC.. PA: 6.169*660LJTAI, AVE . 1 'AI)) SEA iusi, WA*1115 Uti) S20-7C44 FAX (203)52i6693 •Roof lino vi -10 = alt ket.= 6.04466 te 0103693 9.11:P9P1 4-4..iet 1.) Panel Is of "uniform thickness kv,t 9.e438 1..A. (in) = 6.6. rnita. moorrYnnfiresis• Osoare,io.n 40:04rOir, Job Rani° = WsEll,00epon = pier 18 ,. Roof ins Yamato • :733B d • now and o Propaity oE1Ql neeR i:forthvor. u3e, cOm,s,.untart!el " " Oh,eet el loot! t HorizontOl VaitiOat difitchstoii,.0 is Wen fixed Bt top botic.)ffi itearieSS, k iOUTPUT •,ovitaniertIK. 1,00rt 1.) OvoMiiialid nI hid= 2.5 ENGINEERS NORRIWEST. INC P.S, tAifX)fri AkAei AW N (SUITE ERATTLE,VV,A sayto PH: .5204 62n-7550 FAX (200) 622-Cliee Rim= 2.3:73378 CoitionPOnel is of uniform thickness "e.= a.F17557-ifi Roann,r-z . 2.3784 441 fin) = 5.5 PAC. rupiormmivems Fuoiity:3!1.s • ti26201i 1021A".1 • WW•.hitti.us --. • . COMpany: Engineers Northwest Inc. PS . Specifier: CML" Phono I .Fax: Specifier's comments: new sew cut opening itnpuit data Anchor type and diameter: itretivo abedrinent 'depth: Material: FAratuation Service Report: ISSued 1 Vigil: Proof: Stand7olf inabiLaiient Anchor plata; kale: Base nuts dal: Rebrobebont: Saisnie bads (cat. C. P E; or F) Geometry 00 a Loading lib, in.lbf KiNiK HVS•EZ iEZ) 3r4 (0:114), stler=":4.!119 In,. bar ..0.250111- 0.aben p.te91 ESR 3027 1.21112010 12/12012 deign tnclhod ACI $13 1A6193 = e0000Ifl $tani1-919;t = Ix 1, x:t = 12.000In: x 6.000 in. x.0.750 in.: (Recernmended plats thicImese:potcalcirie led) rio pi.Mile Cracked Concrele, 000.0= 2500 psl ti n 12600 In lensiamicorbilion B, sheaescondition 5 no etippleinentalapIltling reinforcement 'pretent " edge reinforcement: norre Or. < No. 4 bar :no - Page: Prefect • . Sub•Project I P05. date: Profis Anchor 2.3.0 YAMAT011 wail cross tie 4125/2012 • •••••=r,r,•...qt•tn..,' e=l7LsrVitt.../47,4•1a,;4... - • ft:4:.4,40.1••=17.1.4•74` 4.4 PAA --k-• • • ,01.74......;=....4.;,.....41.10.14,00••••• .,....444••••••9 W.00 ' arirar.4. • . • ▪ AY* V.••101. "'"'"1"...70,•”,'""="" , trpvi. Wm and i1b.cck.d1r en:GOTArnt vAill the e.xisfee ibeekir0 tincl tor r4guswarl PRons Anch.nr( er )fit034-009,1111i AO; F.4424 &Man 01 Ls a rrOtziltd inifieltaik or tit A9. 54!jul■ Conniany: Specifier: Address': Mama! Fax: E-Mail: Eniltioara Northwest Mo.; PS DML fral4 42r7 Profis Anchor 2.3.0 Pair): 2 Fiejant: YAMATO Ti :Sib-project 1 Pas. No_: ',van czoss tia Date: .42512012 2 LOad, caseilletilting anchOr fOtOOS Load carrel: briatjri loads Tendon temp; (+Yonstrin.:DotraSsfon4 . Anchor Tension force Shear foreo . Shear force x. Shear farce y 1 b 2867 2867 0 ? 0 2867 2867 0 0, 2867 2807 0 niaxrtorete oornprestiye. strain: 1.'M niax;Ofic.fgta Co mpretaiyeitress: - firSQ rosultIng tanakin'forCe In (0)().000/0.009): .. „0 (lb] roSiatIng'cantrosaloilfaivcr in 009,-(o.oboo.930.); o ph) ... .. 3 TeholOo load 01 el— C044.14;14431 .GaliaeitY 4N„1113) Utiliiatinii tiu r• N,•:,,/4,14„ Malik ;Step! Strength* NIA NIA NIA NIA- . . „ ,., „.. Rigout Stieigi O• NIA N/A 'NIA NIA ;-.6iiiciete: tireekeut $trength!': littA N/A NIA "IPA "t anchor liatiing the hiihest Iaas41n6 a'erchor group (enchetsin lehtioti) tdabnd,eubimi ba decied zareeriiett %VP are einuryfroirsftorrred tor g.r,ortarri . • ritonsarocctelr 037,cm tiriati.:14-5434:tintron Hai biebair.thce Ttidertizikci Ira Ap,Wizuri j. •■• • 9411k Picifls Anchor 23.0 wvAv.hitti.ue — 3. COMppny. Engineers Northwos1 Inc.. P8 P609: Specifie r: MIL Project; i'AMATO T1 dress: '' Sub-Prole-et 1 Poi. Ito.: : viall.ross lia Ad I Date: 412512012 Phone Piz; E-Mall: 4 Shear lead ..CaPiCiti(oVi;'(1b1 Ulild, ri Vui.V„ Status 6te-c! Strength* 2867 8997 . 26 'OR •... . .. ... Stool failure pith lover arm)* WA- IVA- WA- .WA FrIjoirt Strength- 860. .19682 '44 OK Coaciete 'edge failure In directton 30.A • : 6660. 8714 99 'OK -:anchor heirIng tho highait leading 'Aanchor group -(ieloliatit 'orithoit) . . . . .4•1 Steel Strength Via =:ESR value refer. to I,CC-ES ESR 3027 4) Vactt,i,Yos APj *18-08 Eq. (04) Variables n l'!.v Pri-21 " . . I -0.39 —Iiisott. Calculations . . V„.(11)] —76862- 0,9'.0.19 YiAIbl .9slti . 9.1.14 01 •Vt4 0) 16662 0.600 8997 2867 4.2 PO/aLit strength T.)? i0:1/. N.] G`hvi a Vv. 9991%01 3i 8-03: Pal 0.5.21, Fig RD.5.2.1(b)• Asa) "4. ( 3 ha a 12 EN) 51 .0 t = 0.7 + 0.3 (11F.0-4) 1.0 tivotAt. •:t1/ 1.0 = k?. Variables JCi 318-05 Eq. (D-31) AG)31808.Eq. (04) ACI 318-08 Eq. (0-8) ACI 31848.Eq. (CO) c('Ai6-08 Eq. (D-11) ACI 318700 Eq(0.:1 ACI 318-08 Eq.-(0,7) C...,, 2 —4:840 0.000 -0.000 -7r0-03." 9.. (10-1 7250 17 1 ...._ •„calculations Ara 01:2i Auto 01.21 7.+1d4 . ir..au 75712 ...09 2f0.83 1060 1400 Resulls YcrA3b1 ;6ion:We 'i, V ol)i tiA V.. ilbi 28075 0:700 19652- 8600 r=i's must be carickre/ bv atreeraeit am tie eisurraceormorsapirerpsusioimil Par*is &Om )2om.2ose :war F1.44giWtstit ..9%trtiOTivrariark et I It6 Schnn , . 4.1044 2500 , N Pb1 -CI. 500 P051 „www.hitti.us _ Cernpony-., EnIneers' Mort Weil Inc.; PS Pogo: P?Ac Ftooci: Adasei: "Ub-Picject 1 Ood NO 1 Data:. ” ,'... ' , ' . 4 ■ 6 ' - , • , 44.'..-960e14 edliOIAl94 triditieCtiOn`.i4 VO4 --,;:t.0,9 rir 'TOY TcV tintv ivoo..ri Ye 4‘;.-'!- 04Ad1318;rbt; Oilir0.04:1 ,. 06,..SOS.:Iikij_ Ar: 7.7..1•44..ii ). ,. ..: at ,1,0 117,„ 0.3 (T.-74i)." 1 t) 111:87:i,, La 4co,i, • . ni Vb . 0 ( 1 ' 'CT ) . % 7' v . .... Eq (13.-?2) A6631.849 Eq. (64) - - - AC1318-08 Eq. (0-23) 670.kii- :ACI 318-08 Eq:.(048) 44-,(1?-24) r1:0;10 .001 a ?.hit l'OcY h., Lill .10.00C1 0-.000 1.000 12_030 N1-1 acUIatlons bti.1 ,360.00 Obi . 12448 (,; Craij 1 0.750 .2500' A-Vro FrO. 450,00 1.000 1.000. 0.700 Vro2 1th IlL71 8714 8600 WO am a r11f 1.000 1.118 VP 4 k2.11"*.ar Profis AnOhcie2.3:0 4 leANIPtT91:1 „ waif cross tie 4/2512012 Vjbi 13917 0 iNaniiiiP ., .....,.. . ” . .. . .• 0.000 4gljro.or the..And:1o! pipirr the tentiire044nese can Ipa CB IG000 d In i)Rot'i Anchor' Load locii's tninniOns on 016 =Oho rs due to elastic dotarinaliorift'ef the:apcher plate are not co n iide red_ Itio'anetierfOloie Is to bai4IficleiiilY:i4iff:In'oidet not to bci'deferriiil ;Alien subleCtiad,to,theloading1 • cendition , A a pp8es.yatrell 041,*entory,.reinfortertent la iiSeci.T1-4,e) feeler' is increased friinari:.StielDeSign SU e iigthe- abitii01.PiallcitilStroOgth , . arid Pri.oetetieng18:1,.44ndition.SOgOtarS.irfin qupploincipTy iejfio*iii011*n0 CiseCEOlet for POreirt Strength and Prioet Strength, Refer to iC.1-..,.3 is., partP44(c) Rtefiaoai4iliirie(o.06pi'cioi.:tlitoettrie. tniiiiininjianil inalatia09 leeircdetio. In general; tile coalitions ghteriLin grAk'SOi ,AilnexO section 4.21.1. end :422.3 b) are not 1W-fled because thedannoter of tho clearance hOlo 1ff did(Ixtdirie..1.f.r AiiiOx.'8,,Table-.3- is 4/eater Nile the l■ial,iresiere4 in Annex G Teb'e 4.1 for the eerie Sriending drama t er i,i the anchor . .. ✓ c.haelling thktronShar of feeds into 'dap bosakniatedal 0401.4 shear ropWonce,aretoquIrod in accerdincii I.c.iih AC1318 or the rolovanl sianifordt rastening meets the ttetign ofitel'ial I*Adati aar3 mugs ratxt Da ikrest.a0 tat a7csirc tic prilifons tar FR, COS ( c )2033,20:ra A0,11-97194 Wiaan /am rafstorodfralnrriaric of kali Sr14^n Pro fis Anchor 2.3.0 p vrwit110.us Company: Engineers kfodhvvOst Inc., PS Page: ti Specifier: 0M1 Project: YAMATO TI Address:. Sub - Project I Pos- No.: wall cross tie PFrone I Fax: I Date:. 4i26201.2' E-Mail: 7 Remarks; Your Cooperation Duties, • Any and allInferrnetion end data.centaincd.In the Solttiare concern solely the use of Hilo products and are based on tha.prtnd los, formulas and P ,.ec rity regulations In acarirdence vnth tilt? technical directions e nd operating rec.. untrng and assembly Instructions etc,'. that must be strrcl2y' eoninlred i; tih,by the;u ,oi All.i10ies consisted therein are avenge tg uses and therefore use apecrfie tats arc to be conducted pilot to using the relevant Hilti prodltct. The results of the calculations carriedout-by cno34 cFIhe Saitiiare are bisod cs entiaily on the data you?put.ln: - The fore, you bier tha'solo rosponsibitilyfor the absonco of errore the cotnpfotenose and the relavartCe of the data to be put in by you hloreaver' you boar sale responsibility fcr,having: the results of the caignlatlonchecked and'clearcd by en expert, jiartiCularly with regard to . omptianco Widiapplinitila Warns and perrrruts prior to u btg then foryout speciliic facility. :The SoftW re serves only as,an aid to interpret'nettit3. and pemtits Without an. f,guarenteo es to the, absence of atrors,'the Coriectness'and tim relevance nt the results or3ultabiI ty for asipecifie application. • You mtm take atl nccoss3ry and reasonable steps to prevent or thrill damagc'ceused by tha Software: Iri paficnlar, you must attango for .(he' regular backup'of progiatrls and defiled, if applicable carry out the update of the, Sof ware offered by Nutt on, a regtutar basis It you do not use the AutoUpdate function of the:Software, you rrtu^t ansurethatyou are using the torrent and thus upao date version at the Sofh ate in each case by carryinaout. manual irpdeles.ele the Hilo Wcbsito. ;HPAI II not be liable' for consequences, such as the recovery attest or damaged 5.14.1.13. r progran>s,.arising from a.culpabie.bresch of duty by yap. Inpol •wtt end town: r itoct iookedtotegreetoentv.= triocktinetonditbnserAtotpia •.wulryl • Yli0f-iS Ardsaf(c)2003g00lichAtf; -14034 airatni tiro geregi edTsbdkhntikorHMAO.EcIwn # %%vim hittLtis Company :sPecifier: Address: phone I Fax: E-Mail: Engineers NortinyestInc.. DML Specifier's comments: type B connection Inputdata Anchor typo arid dianiefer: Eflectiyo ombochnent depth. Material: EvaIualion Service Report:: Moot Stamt•ofi Anhcii plate: Prafile: Base material: Fteiniercemerit: SelstnIclOads (cat, CiD, Efor F) Geometry (in.] 6',Lo8eling (14, Initi) Prof's Anchor 2.3.0 Page: Project Sub-Prelect 1 Pos Date: YOntatO 7 TI 733 BoOlng 4/2512012 KM( HUS•EZ (KH-EZ) 314 (6 1(4) h4.= 4640 In.. h 6.250 in: Carbon Stool E6R 3027 1211/20101121112012 design ACI 3181 A07103. 8„ =0.000,111, (OoStaric140);1= 0,7501p.: LI I, x t= 12.000 in. x 11.006 in. x 0.750 in.; (Recommenderipkie P•liclinose: not cafctiI‘eicci} air profile conerete. D000.1: 7 3000:p3i; h = 12,000 in. t4Fiska: c9nditiquEl• 0e0r.: eqniii100 a no eq.PPlaMental splitting rsinfort.artietti.pnisont odgo reinforcernent: nano of C No. 4 bat no -t.tt77-0F74.-471-1zw • • VA/. • • •r,.. •:-+It141044.P.t44:47t,`"4 X : A en ° =• •••"".•oeut=laVer... • • : - 4irA, ,A.Az dr:41747" 4 11.7:1 vt=r144.4144.1.114.:11:,/. SAY - try34 en' f 4 4 intxt data end ratlit) miz.74 cgrecihtrd vitt II* ixi5Vricoriarci-* for Ftri: mtilty :'PrtgrISAOttici (c )2003-2007 141) Ad, H 444 SO0= I in; it a ce(0.eutl:TilpeinirIc AL1;;Fcr.iill COnipany: • Specifier: Addis • Pho na. 1 Fax: • Engineers Northwest inc.. PS 13■61. 2 Load caseiRestilting anahor farces Load cap,: Design toads , Profis Anchor 23.0 Page: 2 ,project, Yamato -,Ti Sub-Project 1 Pos. No.; •7•33 Boeing Data; • 425/2012 Ancp4tgictions.(04- .. Toliikn farts: (+Tonslon, -Comprenslort) Anchor Ttnsion fOrce Shear force Shear force x• Shear force y 1 - -----67---- •3550 3550 9' 2 O. 45P .559 0 • 3 0 *0 3550 -9 4 0 3550 05.50 0 ,..., , . .. , , ., . .. viax.;cattcr10 compressiya itrehr max. cenciatir.coMprosshro sir*: , . . - IP.sil •rosulting.tension taco In (x1y)u(0 .00010.000): . 0 (fh) tosUlting CoMpression forte in hdY)=(0.0.0010:0,00): 0 [10] 3 Tension load 0 3 0 02 toad ni.biii Capacity $tkl„ phi 1.11iiizailcin 1/9 = kjilt •tiaiui' :stool Strength' WA N/A WA WA Pullout Strength* WA 1.4/A 00 NiA COncrele Decalut Strength" NIA WA NIA NIA rind' in' having the higheitiaedirig, ••••-arichor group (anthers In tension) !mut Cials WO mon ROW b2 died dfci etuferaastwtn rscoximata comiGang Tor Oa usOfirja PRAI-55 Anithos e )2003-2000 11:13 H :S494 .1-outv 1611 b a raiisrois mdenti:k of 1 EU Af), skarn wtiiiiLu 'Company, Specifier; Address: Phone 1 Fax: 4 Shear load Engineers Northwest fnc.PS DML Sbengtle -Steel talltire (tiyIth.laikrcirm)• Frye ut Strength' Concrete edge failure in cliredion x+" Prof's Anchor 2.3.0 Page Project: 9uh-Project 1 Pos. NO..: Data: Load Vv,, [11i) 3550. NIA _ 14200 14200 • andtcir having the highed loading "anchor group (relevant anchors) 41 Steel StOngth ■4, ESR italus refer lo ICC-E$ E$R 3027 \/„; AC1316-68 Eq. (0:2) Variables Ase.v Vro-21 ri.t ps 0.39 81800 1 • Cale.irlattent 16662 Results V obi —767662 0.600 Yi; 9997 4.2 Pryout Strength vsk 2114 [(-t—A4—Zi) yeion.ycsti il :kV. ki„. see ACI 31E3-03, Part 0.5.2.1: Frg. RD.5.2.1(b) = 9 hl , 1 )+ ? .3 on 6 1.0 0.7 + 0.3 (t-1-1) S1.0 k4'42.11 MAX(C-fli. 4-1d. ) Ne 'Variables hur Ott 2 4,840 0.000 'ivon ki; fin.] 7.280 . OidOnialions- Arre Ana 111)-21 439.59 210.83 ReisiAt 143E14 —41345 4rmo.14 0.700 N.0„„ Uhl 3 yainate - Ti -733 ficibing 4/25/2012 Capacity V1 Vb) Dil1i1ip, = Status • 9997 30 - OK N/A N/A 28941 50 OK' 1407. '90" 3550 ACI 318-08 Eq. (0.31) AC I 318-013 Eq. (0-2 ACI 318-08 Eq. (0-6) AC1318•08 Eq. (D.9) ACI 318,00 Eq. (D-11) Adl 3103 , (0-13) A01318-08 Eq. (13-7) a;vnli11. n.1 0,000 12.500 • 1PsEl 3000 1.000 4 Vog 28941 1.000. PI 14200 Inpe4 cram ;nd resur4 L711131 1.:C checked rix everaentwri the oxnj pr.:Wens an,i rot Finus.?.?,:ltil PRORSAnikerc) zpowaca tteh 1.0.11-9424 wsaii uu 4.0.1004mo Trac/orra Aci.r,i01?Frl Vcc.n. 1.000 .Nii'pb] 0015 ' Company. Fitt:tors flodhwest In.,P8 SpeCifir: OIVIL Address: Fhone 1 Fax: E41411: 4.3.Colilcfsteedge failure In direction '47 = (k—i) Ireo.V TOM VAr Oltt Vag %ee AC131641a, lka irm? ;a ( 1 + 2e 1.0 3Fai , trio s tio h 14 a • • "1 •',o 7 (7 (0 crr-a).. v7Tet yariebtes. 12.500 tin] 4.340 • Calcirlatieiis' • • . Avb 6.1 • 540.00 kesirlis 20.631 'Am (In!J 705.13 5 Wamings ■,:tnatta 0.700 fin.) 1.000 Pep!' Project: .Sub-ProJectifiost Dato: At118itit,Eq. (a:xi) (Po-) Ad 340:00,4 (0-23) • AC1'310-00 Eq. (6,23) Pt 31lO8Eq(0-2B) ACI 318-08.Eq. (0-20) 4'6I 516-03 E4, 024) •cri 'RV • (in.1 0.750 3000 lfv 1.000 It; tial 12.000 etxvroy 1.000 qrov • vbm. 1.000 1.250 0 Yrxx P) V,.TbJ 14477 14200 • Vb ltb) 21308 Firofis Anchor 2.3.0 4 YIVItSty- Ti 733.9401'g .4125/2012 • To aVold fartire. et tho,enctfor plate the'reoeired tbicitnees'c.an 44: calCulatod (n1'1101110 Asicher. Load re.;distriLnitions on the anchors due to', eta site deformations of the anchor Pito are:net Considerea The anchor plate 44!.oitod stikinOrdeinot te: be defornied %Alen , • , subjected to the biadinit . •• • • Condition A a ppVes v/hen:sep-piernentaiy reinterCerrient Is usod. The 4ifacter is increaSed for nOn'-steet Pesign'Strangths'exCeid Peiteixt Ore ngth and NOLA Skerigth. Condition' ti applies ivberrsupplethantery reiriftireernerd is not used and for Pullout Strength and Pryout SlrenOlii. Refer to 7 Refer tattle manufacturers product Itterefurnifor .cleaning.end uitaUaloii tritj*qono, • In 'general, Lite cenditions;g1V.an In STAG 001,, AnneX C;stption.1.2.27 tend 422.3 h) .ere not fulfilled because IhGdiarnotot of tho•eloarance hoto in the fixture oCe.. to :Annex 3 Tab!o 3 is greater than the values. vea iri Aririex:C, Tabte-4.1 for the cenespondinridiairtietes Of the *aricher. • Chocking ihe transfer of toads into the base rtiAerizi and the.sheatresistanc.0 are required In ,accoidance, with AC1318 er the relevant standard! Fastening 'meets the design criteria! irca eh-ta arafteres Furl ba chacked far agteenxrifnilli vie exxaro &Tapes ror gavot:v:4o raceis'arcnart 07e0.3-2002HetiAti, H.,01.14 F:',/taan Nati is a rasIstereduidammkuri IWAG, 0dir4., , rrititti.tis Company.: Englitocus Northwest Int; PS Specifier: DMI: Address: Phone' I Fax: E-Malt 6 lfiStallatlon ,data Anchor pIatix'ateel:r7 Profile: ini.Orefilef 0.000,x 0.000 x tiale'dierheter:iii.tha,Icaure.: In Ogle thickness (InRO: 0.750 in. ReCerninanded plate thicknaii:. not calcul8ted Die a'nfrig:'Manual cleaning of th'e ditllod here a Ccorcfing Coordinates Anchor In. •d:060 041mr PrOilsAnandi 2:3.0 Pago: 5: F!!'olict Yarnato 11 P...6•Pi*Ct 1 Pos. No.: 733 Boeing pato: 4/25/2012' ArichOr typo and diameter: KWIK I INS-EZ,(K11-,E.7.);3/4.(0.114) Installallortlerque: 1200402 in1b IIoadiamater n ilia 6.7500. hilifedepth,lart0-tidialtititerial:Pki.l4 In minimum thickest of the base material: 0.125 in. to rnatructions for use la re'ttlrecl, A Y 3.500 Anchor y 1 -2.500 4.00 2 2,500 4000 3 -2.500 4.000 4 2,500 4.000 C. C,g 17.500 12.500 17.500 12.500 0.000, d n• 5.000 tYand rest= rami be checked fcs aSiiaddts1 isqls Ina dostrig consMixts ard far FfSifsblityf FitcrpArici(or i0:13406 H AG. rL994 Hill bliscgtstatad A0,-Sciada 0 ‘12 3.500 Conipriny: EnigneorS Northwo0 InC.; Spa cihst: OM I, AddrosS: • Phono I Fax: &Mae: Profit Anchor 2 3.0 Page: :6 ' Project: yrirnato - Ti Sub-Projed I Po!,. No.; 733 Booing Safe; 4125'2012 - - — 7 Remarks. Your Cooperation buttes ■ Any .and an frifonnatIon anddata contained in titer Softworo concorrit °tory the use of IiUIi products and are briSedvn the' prInciploS. fermatas and SoCutiryiegtitationS In 'aCcordaiio.,vn:thHiftra.faChilical iffiectione and Operating, 'robonling and ais,embitinstritoons..oic:i.tbat must ho:Orlatly corriptled;,•iith'by the figures contained therein are eversoe' figures; and thorefoto .utio-spe elfin teats are to be Conducted Prier tri'aaing tho relniValit kIll'Oldifilt.--The 01 .thiC*nlattaris'aarria0 out by.theariS.of tha.SaftWare are.basrid.ossontlelty..00the_data you put in;„ • Thrirriforsi. yriu beer the' sole responsibDAy for the °been ce ol errors; the "crimpfetenrisoand tho rolovonco of Elm dote to be puitoby you. Ms:rani/0, ynatiair iota for hwinj IIi, reStlitt. cf tho 0101ritiori Chockiid and cleared by's n experi,'"padicrifarly with regard to CorripliancetOth nom; and p'ormits; prior to-usino thorn frir.yeur spoCific;facItilli. The Softviare:Oryee rintiai an aid to interprOt riorrna and permits v41114ut any 4iiamnle0..as to tho'absortco:of quo"; tlia corroOtnoss OM, tho relevance of Om re auttOo r spriciffri, ■ You must take aqnCs'OsaIY a nd.r03.40010;09P5,10. prevent ar lirnil damage caused by the Software. in Partkiitai. you *tarsi a tii/i3ei foi',the testae! tiockup,of Programs and data arid: ,1 apptica Ole; carry out the update3 of the Software offorad by HIU an a'regaler basis. (1 you do net use thOAifelJpdatlyfunCtionof the tOtilidie;:yee'rrieit ensine' that yen are'using ,Itto current and thus up-to.date version,orthe Software in each Cosa' by carrying eel naat cOates va the ytifi -not fioblo for consoriennes, each as recovery of loaf *or damaged data or , . proorerne, arising front n eq.:pal:do' broach ot.duty.INyoe. inriAdt !Ind( etviis taut be checked for agree01m thr. Ostuv terattlYSI one rot cleteleitrit Mons-Ann= c 1,003-7,1*Iitt7A6. FL-94C4 Ethak) Had ifs leghliered Tratk4iiiii. of 11111A01.`,624n.• ENGINEERS NORTIINVEST, INC., P.S. STRUCTURAL ENGINEERS 6869 Womi.AwN AVE. N L 11205, Si.in iu , WA 98115(206) 525-7540 l'Ax (206) 522-6698 Pwici /05:;.3 e)6.0 Pk011ei »/e/00 71 0331306 liti(') LiNrcif---- Stniicr 344 -C,r Lid 7t:-1, SNEiT etvbs Are 06064 ,ct:AP 007-c.)P- ti-4-7ir,firt4Wr A071/21(S 1-4-4/101,4) di,..- 4517?tif3 j7i7A/Al 2 / 3 A ' • 3 t, n LiActt 1 f 1)(z.-t)-(e 1,6 — .Ae lc; 3 (. ict 160 Atli vtor- W.1) K 2, le, ,5 /44 F 4(0 S). 11( ,o6 '.0y 4- (9(11)1- 6.31(irt- ti Lget ;yGt) (P9L cae444. ty/st.s 2..6O)0) 7, O13 • 01,2- 11.1 A-J 2 oi sly < r( J76 . /&4 K. .4(, ke? /4:41)(,°‘")± 1;(014_1(3) 43- 4 .4.01 -`t Op 1 2. S7 i<-(:-P IP, -V ti- « 111,1(1) 1 I 11 ENGINEERS-NORTHWEST. INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SF.ATTLE, WA. 96116 • " PiaptaLy tit Etrigluvr.cd llorthWesti Inc. - II by r■thrtr:: torlipvfe;) AMERICAN SOCIETY OF CIVIL. ENGINEERS. WIND LOADS PER ASCE 7-05 Method 2';'Sectleit 6.5:12.2.2 - Low-Rise-Minding& INPUT CELLS (Shaded) All references are to ASCE 7.06 for Sections. PROJECT NUMBER: • 11852085 Figures, Tables & Equations PROJECT NAME: -YAMATO (733 Boeing) LOCATION: neviseW cut OperiIng.grid.22 DESIGN BY: OML PROGRAM LIMITATIONS::.1.)0kbOldikgliefght MUSTWOTeire-deidthe length net :Width (a rigid ettuCiiire): ;;;; • „ • 2:).thi!/hfillding:kii9fikitiii4iail60 fesi !titieighti;,:',.; 46 itinjrabs;.: i• SHEET OF 5/24/07 BUILDING AND SITE INFORMATION INPUT 4553.00 ft. "150.00, fr. 2r.00n. 29.6011. 0.20, DUILOING WIDTH, & ByliDiNG LENGTH; L 841G.EAME HEIGHT; ha.:= ELDG. RIDGE HEIGHT; hr 'ROOF SLOPES IS ROOF A HIP OR GABLE? HEIGHT OF PARAPET, hp = .WIN 0 VELOCITY, v SITE EXPOSURE IMPORTANCE FACTOR,I TdPOGRAPHIC FACTOR, ice DIRECTIONALITY FACTOR,.147.; Di:Ming internal pressUre Conditien (e4pAt.t.Ei To RIDGE) (PERPENDICULAR TO RIDGE) Roof slope 1.1935 degrees 2700 (04# io T.014) 55 mph ( 3 second gusts "Onhr 1111 ) Section 1:00 See table to the eV 1.00 Figt!fe0 & Eq. 673. 826 For thus Kd you MUST use ASCE le ENCLOSED 09tempes Opp In Figure GS' o ance'FaCtot - I Category • Table' I-1 pg.4 importance Factor Table 8.1 II 1:00 ill A hi 1115 d cornbinations InSee. 2.3824 Nato- 111 = Pub.c Aseeinbly &kr Hazardous • (See ASCE/ Section 8.2 tor difollilons oi Enctosure Clasillioaflons ) • substance & IV = Essential Facility ouTPuT MEAN ROOF HEIGHT; itint = 202511 DESIGN HEO3HT; hd a 270011 DESIGN HEIGHT hd = 20.00 0gn hfirOqor (0) - 2700 11 (WINO PERPENDICULAR TO RIDGE) (WINO PARALLEL TO RIDGE) MAIN WIND-FORCE RESISTING SYSTEM IMWFRil FROM ASCE 7 Figure 0-5 • (input From -:“Byilding internal pressure condition" INTERNAL PRESSURE COEFFICIENTS • GCpI ENCLOSED a 0.18 -0.18 .16 = .0,7606 iih = 000256 Kz iczt 01 ie I 1',6-1 5) .q11:= 11.01 'ps1 01,EL.27 fi. Becton 8.6.12.2.2 Low-Ft!se Buildings P = 9hOPPO - (Gerli)] (Eq. 648) • Case A - Pehiendiciflat to ridge Case q Patabei to ridge Zone Genf Lead •. .ikie . GCPI Load 1; 0.40 4.41ps1. 1 0.40. 4.41 psf 2 4.6,9 •--7.60 pst 2 -0.69 •4.60 pat .3 -017 •-4.08 be 3 4137 -4.08 psi 4 -0.29 •-3.19 psi , 4 -0.29 -3,1,9 pq 5 -0.45 -4.96 psi, 5 -0:45 ;4.96, psi . 6 -0.45 -4,98 . 13s1 • 8 -0:45 -4.98'00 lE 0.61 612_p91 1E 0.61 6.72 psi •2E -1.07 -1149 Pal 2E 1.07 .11.79p5! 3E -0.53 .5.84 psf .38 -0.53 -5.84 60 4E 10.43 -4./4 pg. 4E • -0,43 ;4.74 psf Windward Parapets = 16.52 psi Leeward Parapets -11.01 psi. a = 10.8011. 2a= 21.6011, 1 above) UB 0.04 25.88 hrar/B = 0:008: = 0:157 internal pressure = psf NOTE: - Internal pressure:To:0e Male Trams cancels when Zone's 1,8.4 and 1E& 4E are combined but adds or subtracts at Zones12, 3, 2E and 3E that do not. have directlyopPesing Irame load. 12 :ASOE7-05 200933C VVindMettaids J6140 SEAM MARK: MIS is fora . Lead Con-44 lation UacCI = Fy = = Mu Vu b d r-- No: of tensio n bars ENGINEERS NORTHWEST, INC. P.S. 0830 WOODLAWN AVE. N.E, (SUITE 205) Fropeity �f Ertgineers'aciltinvost,Inc SpettIe - Use by others unlawful ACI 3184/8 CONCRETE BEAM DESIGN FORTENSION & SHEAR REINFORCING e Ku = p (design) = = ve Av= Max:tie otLTl 0:85 0,010 ksl 0.9 0.0002 0.75 9939 list 0.110 itsi Sec 10.2.73 Mtillx12 Sec 0.3,2.1 Flexure NO TIES 38.0 ino/C. Sec 0..3:2.1 Shear Input No. of vertical tie le • s 2 3 Sea 1121.1 See. 11.44.'4 3 Choose Maximum Tie Tle.size 5 acin 0 3 110 NO TIES REQUIRED NO TIES REQUIRED NO TIES REQUIRED SHEET bP b 5.51n. d — 182. In. 000 t.? As =1, 0.25 sq.inj USE2114 bars • ACI3j8Sec. 0.0033 IA1,1 (Oty= p'.(Min.) Mon) = 3.52 6 (Min') p (max.) = 0.0151 *4.705 rho baL Mu(k-ft= 11314 a p (rtleX.) As(in) = 15.92 , a p (Max.) p may be Iess than p prOding design is >r4-4)3 • er. anal riis) Aci coNc. RM. Seer, 10.5.1 1°." 10.5.3 AC1318 08 ConPretepolxisi .1917-8 BEAM MARK • Tbie is for a, Load Combinaiion Used Pc Vu No = = = oi tension bars = . ENGINEERS, NORTliVVEST, INC. RS. 6559 wooDuilArm AVE. N.E. (SUITE 205) SEATTLE, I1VA.99116 Prapefiy ov Engineers thmilmest, Inc.: Sonata • lice hy others icaydut ACI 318708 CONCRETE BEAM DESIGN FOR.TENSION & SHEAR REINFORCING bottom otspandre1 INPUT' BEAM . des! n 1.20+1.0L40.02S+1.0E "3. ksi 2.7 k-ft. KU z.'r (000) = V 0 :7 Av OUTPUT &85 0.116isai 04 kst 0:0m omo kii 0.36 ssi.ln.Ift. 1.375 Imola 9.0 .104:9 hlufbc12:' Sc b 9.3.21 arre Seo 932,3 Sister See- 11.2.1.1 s&. t4-5.1 &3 • Input No. of vertical tle legs .SHEET' :OF ,.v b - d 235 In. As = 0.30 sq.in. • USE 2 114 bars AC CONC. (min,) 0.0033 Mar (1640.,= 4 As(2) * 0.33 p (mm4= 0.0191 ( k-ft) 15 • •-• .2IF y j.), 00o.) crin) •.795 4at, 19 (rP.,k) M(n2) 1.49 ;-6il (MaYr.,) 1 may 116 !ifs than p Proviiting 10.5.9 p' (design) is >= :413 ((per enalys) .Atfici Sec. 90345 41251?012 :AC.13:10-09.bonctete Beatit:kax •• I ;..s, CONCRETE WALL DESIGN 2009 IBC ACI Section 10,10.3 Engineers Northwest .4125012 44021 PM 6869,1/Yogi:Win Ave NB 'Sheet Seattle, WA 98115 Yamato TI (733 Boeing) 206 525 7560 new saw out panel Opening ■:iilf MO 1 Page 2 Load CeseS, 1) 1.4D 2) .1120 +1:6Lf 0,51.r + 0,5Ls.471,81-.1 3) 1-.20 + 0.5Lf 4-1t3Lr-t-16LStAVY). 4) 0.8470,6U + 1.6LS 68W) 7) 12D + 0.5Lf 0.5Lr + 0.§Ls + 1 pyy 1.2D 8.§V 4: P51..r Q.5lt - ;OW 11) 0.5(f+-0..2Ls 4- toe 12) 1.2IY,+.0.5Lf 0.2Ls -1:0E 19) + 16H41:6W • • 20) , .9p +1.614 1.6w, 21) :9D + 1:6H 4 22) .9D + 116H,- 1.9E 160 1605:2.1 E441,32 IBC:1665.24 Eq IBC 1605.2:1 Eq16-3 IBC 16052_1 Eq 164 IBC 1605.2.1 BEI 1674 IBC:1805.2.1 al 16-5. IBC , 1602.2.1 Eq 16-5 tBCI6O5,2.1 Eq 16-6 180160521 416-6 lee 18962.1 Eq 167 IBC 16652.1 EC' 16-7 Su inMary, af Results Design Felled Is the load strass(strongth) < 6.1tird? 81;4 .. . ... „ . .. . . , .. AC1 14.823. It AS = 0.60417 (= 8S1.18) At IS Top v.,,R6E • , , AO 14.e.2 ,4 Is ofillyiii ...--1,401elto,d1 See Table Below le' Mo *.'c phi*Mrsi'i $6e ,Table .Efetevi Is the SerOcedefleCtiOn •,---1/150: Sea Table Below M Cracked/ phlMn Mu t phll'oin ServICo DeffeCtieh 1 li150 • Load P40:: 80% 4% 0% coad case, I as% Load ,1P4 . .. . Load Case.* 86% PS 6% 1-9aI'd0e3 parapet 80°). 13% 5% Load 'C'aia. 4 6'4 '25% Load daie 4 parapet 8604 26%, 'Oh . . . , 00c46 7 86% 35% 0.:, Lod 407 parapet 86% '.604. 604. Load c*O 4. 0% 0.4 604, 1 .Oct.4§48 parapet 86% 4* Load 6613.1.1 86% 39% 'Oli InaifC4.pe11 Othaiicil 86% 38% briid-C4ii 12 86% 43% • 10%, t.:06d,i412 parapet 86% 42% 10% Load c01.6 19. OPTs. 37% 5% Load Case 19 pare pet 86% 37% . ''%:?• I-60 r.,_0.) .ill ., 86% 42% 0.* Load uaseQ0 Parapet 66% 42% 6%. Load Case 21 66% • 40% Load Case 21 parapet 86% 39% 9% 0--ari•Pkie 22 86% 43% 16% Load Case 22 parapet 86% 42% 10%. ,... .... MaXiraurn.Wall reaction's et.Seni.icelektel --- Absolute values / tributary width. These reactIonS come from various Caset. The sum may or may not equal zero: Horiz. Reaction 0 slab level (plf). .810 Hertz. 'Reaction g footing level' (plf). 311 Wit Reaction g log411610,0 (plf), 26.07 EnPliieetS Northwest 6869 Wood lawn Aire.NB .Seattle, WA:98115 .266 Op7.569 CONCRETE WALL DESIGN 2009 IBC Acy Section 10:10.3, v:311 209.1 4126i2012 4:4021 PM Sheet Vernet° 11 (733 Boeing) new saw cut 'panel opening Pagel . . . „ . Materials Concrete 4,00a, psi Reinforcing Aciippo psi Wall it' 0.5,10, w/ .#4.glo in. negcenteritne coo. is 1.5 in. Outside.Face :7511 itiSide'Faca . .. . . . . . _ Pilaster ' . 12 x 5.6-in. x 20.ft high */ z.116 Ea. Face .. . _ Pie piteSter sleet 10116 only reinfordnii.ConSidarod. Above thS.Pliaster the walleteel applies. Goon:10N . Parapet EleY = 27 ft. ' w/ 5 segments RoOf.EleY. =26 ft, 0;4. segments Footing 0.1ev. ,-=.5.It. W/6. OegnientS: ..katiiin & lateral 'soil presau redetermine OSO:f0iity 64 1 Mciloh = -A .411. C.i)t**-0 =:' 5 -0c0 04.01vi press ='.*:) .000 privookoi baoktin =.- 0 ft (Os at 'Sidi? leiet) YeOcal Leads, „... Loads shown Will tie miiltipliedbyttte tributiif Width. ,. . . . . Eccentiicitide are positive inwaid $ nie'atured from insidkface.of Well_ 00ail Liye -*ar , . . id Ec,en. it TYPP. Ledger ' Q.18 icif .0:3,1df .9 kit •in. sided 10.4tai. to4oilig Wind Code Wind . Inward .12:1 Of Outward = 13.4. pg at -rant leval Windspeed = 85 Mph Wind axPosure'IS B IMPortatice factor is 1 Cnctosed K O = 1.0 . Topo facto; = I Meen,rtoof.1 it.:..7. 26: ,. Beiernio CodaSeismiC 1160 factor = 037 V(Strerigth) Vertical Factor = 0.185 W (strength) 'SS =1:309 I ..- tri Site leSS type ti Fa,7'1 PERMIT CO COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -156 DATE: 05 -09 -12 PROJECT NAME: YAMATO SITE ADDRESS: 18271 ANDOVER PK W X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: _ulldi g Division 173- NV D. a.. Public Works ire Prevention Planning Division Structural n Permit Coordinator ill DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 05 -10 -12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS OUTING: Please Route Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: DUE DATE: 06-07-12 Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople liter Friendly Page General /Specialty Contractor A business registered as a construction contractor with Lli1 to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name SEGALE PROPERITIES LLC UBI No. 602023533 Phone 2065752000 Status Active Address Po Box 88028 License No. SEGALPL902CQ Suite /Apt. License Type Construction Contractor City Tukwila Effective Date 2/18/2010 State WA Expiration Date 4/1/2014 Zip 981382028 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LAPIALP055MZ LA PIANTA LIMITED PARTNERSHIP Construction Contractor General Unused 7/9/1995 4/1/2001 Archived SEGALBP151M5SEGALE BUSINESS PARK Construction Contractor General Unused 7/25/1985 7/9/1995 Archived LAPIAL'008J8 LA PIANTA LLC Construction Contractor General Unused 4/28/2000 4/1/2010 Inactive Business Owner Information Name Role Effective Date Expiration Date SEGALE, MARIO A Agent 02/18/2010 Amount SEGALE, MARIO A Partner /Member 02/18/2010 12DLS31006 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 SAFECO INS CO OF AM 6115146 02/18/2010 Until Cancelled $12,000.00 03/28/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 4 Alaska National Insurance Co 12DLS31006 04/01/2012 04/01/2013 $1,000,000.00 03/30/2012 3 Alaska National Ins Co 11DLS31006 04/01/2011 04/01/2012 $1,000,000.00 03/29/2011 2 ALASKA NATIONAL INSURANCE COMP 10DLS31006 04/01/2010 04/01/2011 $1,000,000.0003 /31/2010 1 ALASKA NATIONAL INSURANCE COMP 09DLS31006 02/18/2010 04/01/2010 $1,000,000.0003 /31/2009 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 05/23/2012 HATCHED AREA REPRESENTS TENANT PREMISE AND WORK AREA THIS PERMIT t, f Permit icy.. P1Z 1,CIP Phan review approval is sly to errors and omLsoons. Approval of constrwtion documents does not artfr the violation of any adopted code or ordinance. Aece pt of approved, _/ Copy . ., : isa mowiedgal: City Of Tukwila BUILDING DIVISION PROJECT TEAM PROPERTY APPLICANT: PROJECT DATA - OFFICE EXPANSION AREA LEGAL DESCRIPTION GENERAL CONTRACTOR: SEGALE PROPERTIES 5811 SEGALE PARK DRIVE C TUKWILA, WA 98188 (206) 575 -2000 FAX (206) 575 -1837 CONTACT: STEVE NELSON EMAIL: SNELSON©SEGALEPROPERTIES.COM SEGALE PROPERTIES LLC P.O. BOX 88028 TUKWILA, WA 98188 (206) 575 -2000 CODE OCCUPANCY GROUP: CONSTRUCTION TYPE: 2009 I.B.C., I.F.C., I.M.C., I.P.C. AND ICC /ANSI A117.1 B, S -1 V -B EXISTING OFFICE AREA: EXISTING WAREHOUSE AREA: TOTAL AREA (THIS PERMIT) 4,147 S.F. 34,399 S.F. 38,546 S.F. ARCHITECT: SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing • Gas Piping STRUCTURAL ENGINEER: POR GL 5 & OF SW 1/4 OF NE 1/4 AS FOLG BEG AT A MONUMENT AT NE COR OF SW 1/4 OF NE 1/4 TH S 07 -44 -56 W 956.67 FT TAP OF CURVE TH ALG A CURVE TO RGT RAD 2500 FT THRU C/A OF 05 -22 -20 ARC DIST 234.41 FT TH N 76 -52 -44 W 30 FT TO TPOB TH N 69 -15 -04 W 55.31 FT TH N 30 -55 -15 W 56.43 FT TH N 82 -15 -04 W 185.24 FT TH S 7 -44 -56 W 51.23 FT TH ALG A CURVE TO RGT RAD 447.465 FT THRU C/A OF 13 -00 -00 ARC DIST OF 108.33 FT TH S 20 -44 -56 W 396 FT TH S 69 -15 -04 E 180 FT TH S 20 -44 -56 W 15 FT TH S 69 -15 -04 E 85.77 FT TH ALG A CURVE TO LFT RAD 2470 FT THRU C/A OF 13 -22 -12 ARC DIST 576.38 FT TO TPOB LESS WLY 10 FT FOR RR R OF W ESMT SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. 0 2> t L- c) 0- rn 0 0 rn m m 0 0 N c 0 c 0) c 0 •— CO 0 M N1— LANCE MUELLER & ASSOCIATES, SUITE 250 130 LAKESIDE AVE SEATTLE, WA 98122: (206) 325 -2553 FAX (206) 328 -0554 CONTACT: HAROLD CHRISTENSEN EMAIL: HAROLDC @LMUELLER.COM THERMAL PERFORMANCE: NO CHANGE TO EXISTING CONDITIONED OFFICE AND SEMI - HEATED WAREHOUSE. TAX ACCOUNT NUMBER: 352304 -9104 ENGINEERS NORTHWEST 6869 WOODLAWN AVE. N SEATTLE, WA 98115 (206) 525 -7560 CONTACT: DALE KAEMINGK EMAIL: DALEK©ENGINEERSNW.COM PROJECT DECSRIPTION EXISTING BUILDING DATA City of Tukwila BUILDiNG DIVISION CONSTRUCTION TYPE: SITE AREA: OCCUPANCY TYPE: CODES USED: V -N FIRE SPRINKLED • 3.51 ACRES B, S -1, F -1 1973 U.B.C. CITY OF TUKWILA ZONING CODE DEMOLISH WALLS AT EXITING (2) PRIVATE OFFICES TO CREATE. OPEN OFFICE AREA. SAWCUT OPENING INTO EXIST WALL PANEL AND EXISTING OVERHEAD DOOR OPENING TO CREATE LARGE DOOR OPENING AND INSTALL NEW OVERHEAD DOOR. ZONING: BUILDING AREA: BUILDING 733 (EXISTING) TOTAL ALLOWABLE AREA CALC: REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 74,160 S.F. 74,160 S.F. UNLIMITED AREA PER I.B.C. SECTION 507.2 (BUILDINGS SPRINKLED AND SURROUNDED ENTIRELY BY 60' PUBLIC WAYS OR YARDS) REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2012 City of u iia BUILDIN e D VISION PARKING PROVIDED: FULL SIZE INDEX OF DRAWINGS 50 STALLS ACCESSIBLE TOTAL 2 STALLS ARCHITECTURAL TA1.0 SITE PLAN / COVER SHEET TA2.0 OVERALL TENANT FLOOR PLAN, ENLARGED FLOOR PLAN 52 STALLS VICINITY MAP STRUCTURAL 51 S2 PARTIAL FOUNDATION PLAN & GENERAL NOTES WALL PANEL ELEVATION & SECTIONS RECEIVED MAY 09 2012 PERMIT CENTER 5/7/2012 8:40:08 AP4 1 N 0 0 PERMIT APPLICATION SET c 0 N '> 0 L 0 c 12 -052 job no. c 0 0 _ -0 checked N io I 0 in HATCHED AREA REPRESENTS TENANT PREMISE AND WORK AREA THIS PERMIT t, f Permit icy.. P1Z 1,CIP Phan review approval is sly to errors and omLsoons. Approval of constrwtion documents does not artfr the violation of any adopted code or ordinance. Aece pt of approved, _/ Copy . ., : isa mowiedgal: City Of Tukwila BUILDING DIVISION PROJECT TEAM PROPERTY APPLICANT: PROJECT DATA - OFFICE EXPANSION AREA LEGAL DESCRIPTION GENERAL CONTRACTOR: SEGALE PROPERTIES 5811 SEGALE PARK DRIVE C TUKWILA, WA 98188 (206) 575 -2000 FAX (206) 575 -1837 CONTACT: STEVE NELSON EMAIL: SNELSON©SEGALEPROPERTIES.COM SEGALE PROPERTIES LLC P.O. BOX 88028 TUKWILA, WA 98188 (206) 575 -2000 CODE OCCUPANCY GROUP: CONSTRUCTION TYPE: 2009 I.B.C., I.F.C., I.M.C., I.P.C. AND ICC /ANSI A117.1 B, S -1 V -B EXISTING OFFICE AREA: EXISTING WAREHOUSE AREA: TOTAL AREA (THIS PERMIT) 4,147 S.F. 34,399 S.F. 38,546 S.F. ARCHITECT: SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing • Gas Piping STRUCTURAL ENGINEER: POR GL 5 & OF SW 1/4 OF NE 1/4 AS FOLG BEG AT A MONUMENT AT NE COR OF SW 1/4 OF NE 1/4 TH S 07 -44 -56 W 956.67 FT TAP OF CURVE TH ALG A CURVE TO RGT RAD 2500 FT THRU C/A OF 05 -22 -20 ARC DIST 234.41 FT TH N 76 -52 -44 W 30 FT TO TPOB TH N 69 -15 -04 W 55.31 FT TH N 30 -55 -15 W 56.43 FT TH N 82 -15 -04 W 185.24 FT TH S 7 -44 -56 W 51.23 FT TH ALG A CURVE TO RGT RAD 447.465 FT THRU C/A OF 13 -00 -00 ARC DIST OF 108.33 FT TH S 20 -44 -56 W 396 FT TH S 69 -15 -04 E 180 FT TH S 20 -44 -56 W 15 FT TH S 69 -15 -04 E 85.77 FT TH ALG A CURVE TO LFT RAD 2470 FT THRU C/A OF 13 -22 -12 ARC DIST 576.38 FT TO TPOB LESS WLY 10 FT FOR RR R OF W ESMT SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. 0 2> t L- c) 0- rn 0 0 rn m m 0 0 N c 0 c 0) c 0 •— CO 0 M N1— LANCE MUELLER & ASSOCIATES, SUITE 250 130 LAKESIDE AVE SEATTLE, WA 98122: (206) 325 -2553 FAX (206) 328 -0554 CONTACT: HAROLD CHRISTENSEN EMAIL: HAROLDC @LMUELLER.COM THERMAL PERFORMANCE: NO CHANGE TO EXISTING CONDITIONED OFFICE AND SEMI - HEATED WAREHOUSE. TAX ACCOUNT NUMBER: 352304 -9104 ENGINEERS NORTHWEST 6869 WOODLAWN AVE. N SEATTLE, WA 98115 (206) 525 -7560 CONTACT: DALE KAEMINGK EMAIL: DALEK©ENGINEERSNW.COM PROJECT DECSRIPTION EXISTING BUILDING DATA City of Tukwila BUILDiNG DIVISION CONSTRUCTION TYPE: SITE AREA: OCCUPANCY TYPE: CODES USED: V -N FIRE SPRINKLED • 3.51 ACRES B, S -1, F -1 1973 U.B.C. CITY OF TUKWILA ZONING CODE DEMOLISH WALLS AT EXITING (2) PRIVATE OFFICES TO CREATE. OPEN OFFICE AREA. SAWCUT OPENING INTO EXIST WALL PANEL AND EXISTING OVERHEAD DOOR OPENING TO CREATE LARGE DOOR OPENING AND INSTALL NEW OVERHEAD DOOR. ZONING: BUILDING AREA: BUILDING 733 (EXISTING) TOTAL ALLOWABLE AREA CALC: REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 74,160 S.F. 74,160 S.F. UNLIMITED AREA PER I.B.C. SECTION 507.2 (BUILDINGS SPRINKLED AND SURROUNDED ENTIRELY BY 60' PUBLIC WAYS OR YARDS) REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2012 City of u iia BUILDIN e D VISION PARKING PROVIDED: FULL SIZE INDEX OF DRAWINGS 50 STALLS ACCESSIBLE TOTAL 2 STALLS ARCHITECTURAL TA1.0 SITE PLAN / COVER SHEET TA2.0 OVERALL TENANT FLOOR PLAN, ENLARGED FLOOR PLAN 52 STALLS VICINITY MAP STRUCTURAL 51 S2 PARTIAL FOUNDATION PLAN & GENERAL NOTES WALL PANEL ELEVATION & SECTIONS RECEIVED MAY 09 2012 PERMIT CENTER 5/7/2012 8:40:08 AP4 1 18; OVERALL BUILDING PLAN Scale: 1/16"-=-V-0" / it J L DEMOLITION PLAN Scale: 1/8"=V-0" EXISTING OFFICE AREA REMOVE ND DEMOLISH EXISTING DASHED WALLS J L 15 REMOVE AND DEMOLISH EXISTING DASHED WALL, OVERHEAD DOOR OPENING FOR NEW 21' -0" WIDE OVERHEAD DOOR. SEE STRUCTURAL SHEET S2. ENLARGED PLAN AT NEW OVERHEAD DOOR CO 1 I 0 Scale: 1/4'=V-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 1 2012 City of Tukwila BUILDING DIVISION RECEIVED MAY 09 2012 PERMIT CENTER w N D PERMIT APPLICATION SET 0 0 c O N-- wc wE o O E 2 m YI N N Q M J (0 o_ O N W (n Q o (-7 1- - N Q N Q - a J o CO o 0' W N Q CO Q DEMO AND U ~ Q W in N J J / 1- • W Z � - W ■ U o a 1¢ 0 J r Q J sheet a W TA2.0 0 0 130 LAKESIDE 5/7/2012 8:42:51 AM 458• -0' 24'-0' 24' -0' 24' -0' 24' -0' 24' -0' 24' -0' 24' -O 24' -0' 24' -0' 24'-0' 24' -0' 24'-0' 24' -0' 24' -0' 24' -0' 24' -0' 24' -0' 24'-0' 24'-0' n 27 + E rn, '1 r r u u u 1 n n Ir EXISTING 4 WAREHOUSE AREA TA2.,y 1 II II' 4 q E [ [ 7 \-7 IXI XI A A E \�7 I X I LA 7 I X I LA \�7 I X I LA \�7 IXI L\ \�7 IX LA 7 IXI LA 7 IXI LA 17 x LA -7 IX LA N-7 XI LA \�7 IXI L_1 \�7 XI LA \�7 x T YAMATO \�7 IXI T TENANT \�7 IXI /VA 7 IXI LA IXI— — — LA - q 4 25 PREMIS AREA TA2.0 � ` EXISTING WAREHOUSE AREA , L :. :: .: :: .: _ 0 Iry -. - P G 11 :: :: I N 7 7 IT EXISTING 7 OFFICE I I L LV } -S� -, --- r - . -- ■. .. ■ -. -.. ---7r X I I X I I X I AREA IM 116 _ n ( n n ( © ( n w U Q 9 O i l 0 A J 0 18� 19 OVERALL BUILDING PLAN Scale: 1/16"-=-V-0" / it J L DEMOLITION PLAN Scale: 1/8"=V-0" EXISTING OFFICE AREA REMOVE ND DEMOLISH EXISTING DASHED WALLS J L 15 REMOVE AND DEMOLISH EXISTING DASHED WALL, OVERHEAD DOOR OPENING FOR NEW 21' -0" WIDE OVERHEAD DOOR. SEE STRUCTURAL SHEET S2. ENLARGED PLAN AT NEW OVERHEAD DOOR CO 1 I 0 Scale: 1/4'=V-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 1 2012 City of Tukwila BUILDING DIVISION RECEIVED MAY 09 2012 PERMIT CENTER w N D PERMIT APPLICATION SET 0 0 c O N-- wc wE o O E 2 m YI N N Q M J (0 o_ O N W (n Q o (-7 1- - N Q N Q - a J o CO o 0' W N Q CO Q DEMO AND U ~ Q W in N J J / 1- • W Z � - W ■ U o a 1¢ 0 J r Q J sheet a W TA2.0 0 0 130 LAKESIDE 5/7/2012 8:42:51 AM REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2012 City of Tukwila BUILDING DIVISION GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - Segale 733, Tukwila, WA Yamato Overhead Door T.I. Building Dept. Contact - Mr. Bob Benedicto telephone (206) 431 -3670 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2009 International Building Code (IBC) Other documents referenced by these notes shall be the specific edition referenced by the building code specified above, or if not specified, shall be the latest edition. Code supplement & Date - see snow (rain factor) 3. DESIGN LOADS a. Roof Live Load b. Snow Load c. Seismic d. Wind Load See snow load Basic ground snow load - 25 psf Basic roof snow load - 25 psf Importance factor - 1.0, snow exposure factor - 1.0 Drifting snow is not required in the design. Ss = 1.389, S1 = 0.475, I = 1.0, Site Class "D ", SDS = 0.926, SD1 = 0.482, Seismic Design Category = "D ". Basic Seismic Force Resisting System(s) = SRCSW CS = 0.185, R = 5. Equivalent lateral force procedure was used. Basic wind speed 85 (mph). Exposure B. Importance factor 1.0. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. STRUCTURAL STEEL AND MISCELLANEOUS STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A -992 (Fy= 50,000 PSI) OTHER SHAPES AND PLATES ASTM A -36 (Fy= 36,000 PSI) TUBE COLUMNS ASTM A -500, GRADE B (Fy= 46,000 PSI) WELDHEAD STUDS ASTM A -108 (Fy= 55,000 PSI) ALL - THREAD ASTM F1554, GRADE 36 (Fy= 36,000 PSI) MACHINE BOLTS ASTM A -307 HIGH STRENGTH BOLTS ASTM A -325N (U.N.0.) ALL STRUCTURAL STEEL BOLTED CONNECTIONS AT MECHANICAL PLATFORMS ARE ASTM A -325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY EXCEPT AT FRAMES. AT MECHANICAL PLATFORM FRAMES PROVIDE A325SC SLIP CRITICAL BOLTS AT CONNECTIONS PER SECTIONS A -2.3 AND E -2.3. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A -325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" (11/13/85). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS. ALL WELDING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION ". WELDS NOT SPECIFIED SHALL BE 1/4 ", CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. PARTIAL FOUNDATION PLAN " » - 1 -0 8 - SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED BY THE LOCAL BUILDING DEPARTMENT. CONCRETE ANCHORS ALL FIELD INSTALLATION OF CONCRETE ANCHORS & ANCHOR BOLTS & ANCHOR BOLTS: ARE TO BE IN ACCORDANCE WITH CODE APPROVAL AND REQUIRE SPECIAL INSPECTION. (CONCRETE ANCHORS INCLUDE DRILLED IN ANCHORS & EPDXY ANCHORS IF SHOWN ON THESE DRAWINGS). WELDING: SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING. INSPECT ALL FIELD WELDING - VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED &!STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL AND MISCELLANEOUS STEEL. WHEN SHOP DRAWING SUPPLIER MAKES A CHANGE FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED. CHANGES NOT FLAGGED AND CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING COMMENTED ON IN THE SHOP DRAWING REVIEW PROCESS. THE SUPPLIER OF THE ITEM CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR CHANGING THE ITEM BACK TO AGREE WITH THESE DRAWINGS AT NO COST TO THE OWNER AT E.N.W.'S OPTION. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR REVIEW PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. SEE DETAILS ON DRAWING S5.1 FOR SUPPORTING LOADS FROM ROOF JOISTS. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL FOR PLAN CHECK REGARDING THE DESIGN OF THESE DETAILS, IT IS THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS B. OR BOT. = BOTTOM C.I.P. = CAST IN PLACE CLR. = CLEAR CONT. = CONTINUOUS DF = DOUGLAS FIR EL. OR ELEV. = ELEVATION E.N.W. OR ENW = ENGINEERS NORTHWEST E.F. E.W. F.O.C. F.O.W. FTG. H. OR HORIZ. HF H.S.S. I.C.C. I.F. N.T.S. 0.F. EACH FACE = EACH WAY = FACE OF CONCRETE = FACE OF WALL = FOOTING = HORIZONTAL = HEM -FIR = HOLLOW STRUCTURAL SECTION = INTERNATIONAL CODE COUNCIL = INSIDE FACE = NOT TO SCALE = OUTSIDE FACE 0.T.O. = OUT TO OUT PPT = PRESERVATIVE PRESSURE TREATED = ROUGH OPENING = REINFORCING = SHEARWALL = SIMILAR = SYMMETRICAL = TOP = TOP OF FOOTING = TYPICAL AT ALL SIMILAR PLACES = UNLESS NOTED OTHERWISE = VERTICAL R.O. REINF. SW SIM. SYMM. T. T.O.F.. TYP. U.N.O. V. OR VERT. V.I.F. V.O.F. W.A.B.0 = VERTICAL INSIDE FACE = VERTICAL OUTSIDE FACE = WASHINGTON ASSOC. OF BUILDING OFFICIALS KEYPLAN N.T.S. RECEIVED MAY 09 2012 PERMIT CENTER 05 -07 -12 U) 15 PERMIT SUBMITTAL C 0 .ii .> N L O C 11053005 job no. Reg. TALOA drawn D. KAEMINGK checked 04 -18 -12 date [241-211] P -19 1 " CAP R EA. H.S.S. SEAL WELD ALL AROUND) 0 ih 0 H.S.S STRONGBACK 8x8x16 JAMB EXISTING P.C. PANEL JOIST 1' -0" DETAIL a1 DETAIL a2 NEW 10' -0" OPNG. MAX VFY. PER ARCH P -20 5 P -21 7 P -22 7 P -23 7 P -24 7 P -25 P -26 7 7 g" TOP R BALANCE PER DTL. a -1 R.O. PER ELEVATION 1' -0" MIN. 1" x 4" R w/ 2— 1"0 ANCHORS (EMBED 5" MIN.) SEE "NOTE" BELOW SECT. A -2.1 TYP. MIN. EXIST. P.C. PNL. JT. SECTION 1 4. TYP. 11" 2 DETAIL a2 82»x9 "w /2— '10 HILTI RE -500 EPDXY ANCHORS (EMBED 5 ") 1" = 1' -0" NOTES: 1.) CONCRETE ANCHORS: USE HIT —RE 500 —SD ADHESIVE IN CONCRETE, INSPECT PER I.C.C. ESR -2322 IN CONC. SLAB. 2.) DO NOT SUBSTITUTE OTHER ADHESIVES FOR THE HIT RE -500 WITHOUT PRIOR WRITTEN AUTHORIZATION FROM E.N.W. 3.) DO NOT OVER CUT OPENINGS AT CORNERS, TYP. R P.C. PNL. JOINT 3' -8" 12" 4'4" 4/ r_ 1, 4" 4" 0 1 4. 1 11" z TYP. 16 DETAIL a3 R 1' "x1'- 0 "x3' -8" w/ 9— f."0 HILTI KWIK HUS —EZ (K 4 "GA) (EABWAY (EA. SIDE) PER I.C.0 REPORT ESR -3027 TYPE A CONN. _ 11-0" 4 - PANEL ELEVATION LINE "20" (NORTH) (E) CONCRETE L3 x 3 CONN. ANGLE TYPICAL NEW CHANNEL PER ELEV. 0 L4x4x8 x 0' -7" SEAT ANGLE w /g" 0 BOLT L3x3x 4. x 0' -7" TOP WELD ANGLE 11" T. & B. 1 4 R.O. PER ELEV. SECTION 2 NEW COL. PER PLAN & ELEV. P.C. PNL. JOINT N co 3' -2" N 12" rr r_ 1» SS 0 11" " - 1' -0" 4 - 17x1'- 0 "x3' -2" w/ 4— 1'10 HILTI KWIK HUS —EZ (KH —EZ) (EMBED 64 ") PER I.C.C. REPORT NO. ESR -3027 TYPE B CONN. — 1' -0" 4 — S' = 1 -0 5" EMBED CHANNEL PER ELEV. w/ 8 "O HILTI RE -500 EPDXY (EMBED 5 "oc) 1' -6" STAGGERED 0 LJ REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2012 City of Tukwila BUILDING DIVISION STRONGBACK COL. BEYOND 1 SECTION 3 3" — 1' -0" 4 - INSPECTION FOR VERIFICATION OF DRILLED HOLES AND HOLE PREPARATION FOR EPDXY SHALL BE REQUIRED PRIOR TO INSTALLATION OF EPDXY AND RE -BAR (OR BOLTS IF APPLICABLE). INSPECTION SHALL BE INCLUDED WITH FOUNDATION OR CONCRETE INSPECTION. 1 P -27 5 TOP OFFT� FIN. FLR. TOP OF FTG. bI2 tSb RECEIVED MAY 09 2012 PERMIT CENTER � L- 0 Q 0 c a) CD a N ow N c > 0 00 0) c le- E 0,U1 0 c . 2 = ... 2Qm= i,r) , a) >. M t• I- cn z 0 U w cn z 0 w J W J W Z D.. J J rc W —J W 2 w U Z J Q 3 0) 1- 2 0 '130 LAKESIDE sheet S2 N r I a a) } o PERMIT SUBMITTAL c 0 0 > G) L O C if) • R Req. TALOA drawn D. KAEMINGK checked N at, , at , ,... 0 ,,,,,,„, a L- 0 Q 0 c a) CD a N ow N c > 0 00 0) c le- E 0,U1 0 c . 2 = ... 2Qm= i,r) , a) >. M t• I- cn z 0 U w cn z 0 w J W J W Z D.. J J rc W —J W 2 w U Z J Q 3 0) 1- 2 0 '130 LAKESIDE sheet S2