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HomeMy WebLinkAboutPermit D13-0389 - SIMON & GOLUB - TENANT IMPROVEMENTSIMON & GOLUB 13035 GATEWAY DR SUITE 119 D13-0389 Parcel No: Address: Project Name: • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov DEVELOPMENT PERMIT 0004800015 Permit Number: 013-0389 13035 GATEWAY DR S 119 SIMON & GOLUB Issue Date: 1/21/2014 Permit Expires On: 7/20/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: EPROPERTY TAX INC DEPT #207 PO BOX 4900 , SCOTTSDALE, WA, 85261 BARB MOTLEY 5506 6 AVE S , SEATTLE, WA, 98008 PRECISION BUILDERS INC PO BOX 98609 , DES MOINES, WA, 98198-0609 PRECIBI151C2 TENANT FUNDED Phone: (206) 902-3023 Phone: (206) 878-2948 Expiration Date: 7/15/2014 DESCRIPTION OF WORK: INSTALL SHEVLING FOR PAPER AND CARDBOARD STORAGE (87" HIGH AND 120" HIGH) WITH BOLTED CONNECTIONS TO' FLOOR Project Valuation: $5,000.00 Fees Collected: $315.20 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Occupancy per IBC: S-1 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: • • Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: /—,w--( I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this develop permit;and a: ee t• the con tions attached to this permit. Signature` 1^ Print NameTBitc- f, Date: 1 vl - ilLi This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: 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. 5: A final report documenting required special inspections and correction of any discrepancies 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. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: 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. • • 8: ***FIRE DEPARTMENT PERMIT CONDITIONS*** 9: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 10: Maintain fire extinguisher coverage throughout. 11: 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) 12: 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) 13: Clearance between ignition sources, such as light fixtures, heaters and flame -producing devices, and combustible materials shall be maintained in an approved manner. (IFC 305.1) 14: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.2.1) 15: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 16: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 17: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 4046 SI-EPDXY/EXP CONC CITY OF *KWILA Community Development Department Petb/lc Works Department Permit Center 6300 Soutlicenter Blvd,, Suite 100 Tukwila, WA 98188 httpJ/www.TukwiiaWA.gov --o Building Permit No. Project No. _ _ Date Application Accepted: Date Application Expires: (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 tax. "Please Print* SITE LOCATION .. Visa— Site Address:__IPO ' abreAW i.• Tenant Name: 4,114014. 410 Ci0%I,NJ King Co Assessor's Tax No.: 0 - WI CV Suite Number: lig Floor: 1 PROPERTY OWNER : Nameertietii Address:V. � ti- u�4 ..o • Name: G ge Phone:,100.9040z9ax: ,iOz ..,30imm j Email: r;1101194 /' IO1124QILica elcu1s. 0m Address: le,10 � / -mu, p 4,• 1 v t ic, City: ifebt State:,`' i Zip: qE CONTACT PERSON — person receiving all project communication : Nameertietii Address:V. � ti- u�4 ..o • City:`Alj,tre StateM16.Zip{. --- Phone:,100.9040z9ax: ,iOz ..,30imm j Email: r;1101194 /' IO1124QILica elcu1s. 0m GENERAL CONTRACTOR INFORMATION Company Name: Tap (-pr �� t ; on c _ Address: rp v (-6026 q <' 1 Q1 City: (pF M ; r, State A'A Zip:Q(6 o�/ l� r �'V t1_I11 Phone: 2.1� ikn51 Fax: Contr Reg No.:rC?kaxbJ 15 I ea ate: I _19- 15 Tukwila Business License No.: LirrA.4 SEL H'App;iations'Fbrrrs•A;plizvivo on Lir, A2012 App!tccioas'Perma Applecatior, Re: ised • 2-7.12 dc« Resiled rebruery 2112 New Tenant: ❑ Yes -f..No ARCHITECT OF RECORDS }�� }- Company Name: ivtia yrot mite. - �1 Architect Name: _ X10 Vote pa moi! Address: VI 4t/pue City: State. Zip:4E1I4 Phone:J�ls6.4 ;.6414 Fax: e&zike _ego9 Email: 41 _k P 4)&144n-11,1cm ENGINEER OF RECORD Company Name: {,C1 h Engineer Name: f e e`er /;t� t'lo k.� A• i /�,._I Address: 162)P��t biol.:W tbi Zip: citect City tuous StateY►P��/t, Phone: �.4+6,4 Fax: Email: « ,%►ae►tti_ Wk• LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: / i, r Address: City: State: Zip: Paec t of 4 BUILDING PERMIT INFORMATI.— 206-431-3670 • 2 I Valuation of Project (contractor's bid price): $ %/C 'J Existing Building Valuation: $ J 1441(, t01-1 Describe the scope of work (please provide detailed information): 11.11 414; '$,Y14 OE lafkrJuo aelggedr29 G �4 657`L$tamoo " ft►rof) 'urtit te19 ammecnoLic Owe. Will there be new rack storage? ....Yes ❑ ..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: 1.10 allSOW Compact: Handicap: Will there be a change in use? 0 Yes No If"yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safe Data Sheets. SEPTIC SYSTEM 0 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\2012 Appiications'Permit Application Revised - 2.7-12.dau Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l Floor4' CI:2 ...--* ....• V t; T. gyp, 2nd 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: 1.10 allSOW Compact: Handicap: Will there be a change in use? 0 Yes No If"yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safe Data Sheets. SEPTIC SYSTEM 0 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\2012 Appiications'Permit Application Revised - 2.7-12.dau Revised: February 2012 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 I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW ' ' OR ' IZED AGENT: Signature: Date: ill tf,(,( ' Print Name: ate Mailing Address: b 12. I %M Day Telephone:01(9 4'3 241 - H:Wpplications\Forms-Applications On Linet2012 Applications\Permit Application Revised - 2.7.12 docx Revised: February 2012 bh City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila Receipt Number R845 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $192.80 D13-0389 Address: 13035 GATEWAY DR S 119 Alan: 0004800015 $192.80 DEVELOPMENT PERMIT FEE WASHINGTON STATE SURCHARGE TOTAL FEES PAID BY RECEIPT: R845 R000.322.100.00.00 B640.237.114 $188.30 $4.50 $192.80 Date Paid: Tuesday, January 21, 2014 Paid By: BARB MOTLEY Pay Method: CREDIT CARD H22901 Printed: Tuesday, January 21, 2014 8:35 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID 122.40 122.40 $122.40 $122.40 $122.40 D13-0389 Address: 13035 GATEWAY DR S 119 Apn: 0004800015 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R529 R000.345.830.00.00 Date Paid: Tuesday, December 31, 2013 Paid By: KIA CO. Pay Method: CHECK 4761 Printed: Tuesday, December 31, 2013 11:40 AM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a. copy with permit INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188. (206) 431-3670 Permit Inspection Request Line (206) 431-2451 PERMIT NO. Project: 6;,,,^1 CI Lim Type of Inspection: 1-1t41_, Address 0 �� r �w cam- � Date Called: Special Instructions: ' - n Date Wanted: 1 _ 2.-1i — 1 aim` p.m. Requester: �` A Phone No: 21 ,— ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: J47l7// j -Z1. D. i 0 . iays,c.MZ/ .»71P1 /- z 1. Ins`pe6r: 1(1 Date: /.-2 y- 5 n p EINSPECTION FEE REQ did ai 6300 Southcenter I !RED. Prior to ivd.. Suite 100. next inspection, fee must be Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1)13 - 03/55 }) ►3 — 311 /c/- - oc.W PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 5I,v� h o 1,I Type of Inspection: A € (� Address: Suite #: 1303 64-rf1 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: . Hood & Duct: Monitor: Pre -Fire: • Occupancy Type: /i/ /Z/11't /Z-- !s -re /h, a// , ..✓Q is .r=- s' • Needs Shift Inspection: Sprinklers: Fire Alarm: . Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectors', "4.,5-j Date: '/2 y// f/ Hrs.: / a $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 January 24, 2014 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118-3216 USA Tel: (206 A-4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 yU$E 1.2684 • WABO Registered Agency • Website: www.ottorosenau.com SAN 32014 1111,4 \10-() City City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188-2544 FINAL REPORT Project: Simon Golub Permit Number: D13-0389 Address: 13035 Gateway Drive South, Tukwila Job Number: 14-0052 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Proprietary anchor installation Sincerely, OTTO ROSENAU & ASSOCIATES, INC. ` aatn (202,now Ain Susan Rosenau-Moser Vice President Email c: Apex Facility Resources, Inc. January 24, 2014 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118-3216 USA Tel: (206) 725-4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com FINAL REPORT City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188-2544 Project: Simon Golub Permit Number: D13-0389.- Address: 13-0389.Address: 13035 Gateway Drive South, Tukwila Job Number: 14-0052 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Proprietary anchor installation Sincerely, OTTO ROSENAU & ASSOCIATES, INC. 5u2U'1(Z021101 4 Ain Susan Rosenau-Moser Vice President Email c: Apex Facility Resources, Inc. KIA CO FILE C.PY 1802 W Lake Sammamish PKWY SE Bellevue, WA 98008 Phone: 425-644-6400 Cell: 425-351-5999 SIMON AND GOLUB RACKS 13055 GATEWAY DRIVE SOUTH TUKWILA, WASHINGTON STRUCTURAL CALCULATIONS DECEMBER 30, 2013 JOB NO: 133-1401 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 R 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 3 1 2013 PERMIT CENTER .z7.1/,‘, 136'7;9 . . . )1 11.•fpfx 8111 )4)6!,< ec9 f.i/G7-,e1s9G I 07,-/e/A0'.40- ),,ye.. "ee ev7>-/ e.7 e,/,evz/16 ./e ).esoce, 7 4N7i zC4t/6'01 a Project/Subject •5 P.' er"r/i 1/Z3 By /9 6' See Date ) )5 jcibl;7-) 4-4 Simon and Golub MCE Ground Motion Conterminous 48 States Zip Code 98168 Central Latitude = 47.488839 Central Longitude = -122.29991 Period MCE Sa (sec) (%g) 0.2 140.6 MCE Value of Ss, Site Class B 1.0 048.5 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 140.6 Sa = FaSs, Fa = 1.00 1.0 073.7 Sa = FvS 1, Fv = 1.52 Spectrum for Site Class D Period MCE Sa (sec) (%g) 0.000 056.2 T = 0.0, Sa = 0.4FaSs 0.105 140.6 T = To, Sa = FaSs 0.200 140.6 T = 0.2, Sa = FaSs 0.524 140.6 T = Ts, Sa = FaSs 0.600 122.8 0.700 105.3 0.800 092.1 0.900 081.9 1.000 073.7 T = 1.0, Sa = FvS 1 1.100 067.0 1.200 061.4 1.300 056.7 1.400 052.6 1.500 049.1 1.600 046.0 1.700 043.3 1.800 040.9 1.900 038.8 2.000 036.8 /oar (-X"'£ • 'oN Qor �✓ oN laeuc X317 g77 7 47 Q/ ' 77� Y rn la pefqnspelcuci '7,70 If (6--7 'o ( $- 10 2 ss 2.s' 7 I yrs sof 6C(2'22 (- fPr(c ��✓,��i.7-097 /2(r 7,i() x7/; -300 '� 7777 Z o, A' l �Py/ eAf 1 ()3' 3_1, , 4xA.S'3J w� 0), 5)9f _22 \-/, ), 1).1-e',/..37)() )1- )7 vfp o , Z��Y �✓P of B, 3 0,937yc) p, v AL3¢ \e/j, (/-C • o,20 "Alp • Project/Subject f/ et/GoZ4//.3 igAG/G By Sheet No Date Job No. )Z--)3 )33-)91) ,G.9.4L L ✓44 .Lr‘49,1)100) w a.> z "Z 4- ff- Y7). vl 1'* c4 - .moi$) •max ; 47 i 0 0` 4 . S�•�o�✓ �i✓1] �aG U� B Date )z,) 3 &13".)')/ ��f ��%�Gv.9l�/�✓G ; • Baa 2- X Z- 54..),,7* 'I) ....................... 7 zi x74' )3 ! h; 7 i 9 •dam,��� * iU� Date)13 BY shm", Job No. Zpx�ao Z 2- \. 7 z- 2>© -w--),),Z5- ) _,))J7 _) )0e0P4' �. 0,7f- 40- G Project/Subject /s�oi✓ �i✓i] 6--oG l/ By /1 6r Date �z-)3 Sheet No. Job No. c Entla f ( rg( 6"‘ / ( 74 ..50 / I• PafcinVoe cid 2 -2 4. id • 0 14 .1/5 (4 ( /),167,2 (/')(fl ----4;14. (7X (ftil.c)(5-7 f7•C 47.49 4-4P X,57..4t r"?(‘Z 4; a' SA910 4"/ -47 'r,(- 6(4 ( Xeff t(-4-j7.07e,V"= ,8 g(. 1' ti < ........ rA 741 / KZ ; r qy s- e711/d 7./ rn Y-7-60-1 cr,Q-60 f.7,7 .76e 7 .c.or./1 6- 6' 7 GVce BGG ��✓ �$ (7) 4-1 o3D 49,67 z.1 Ve---;frfp.) vzi 49.1 3.. 1,92 20 4' 4,23 ?© al �4 z7 zs7 27 8 0 ci I 4,0f/ �o 7J1' 7 Zd 01, tO )13O j5; ►3 7 gip.. . Z q l 4-0 44' 8¢ i i Project/Subject f /r�io�✓ By Date Sheet No. Job Nb. )3J) ).. fo )3 0.41/1, 74;6 X30 � --/// z'0 71,5" 1411 z/G/ffo- 2 } 71'„3 -0:. pg. 144,,,// 9) X16; J, e v 4 P ec /neo✓ Q,4/P �r , ' 23 By Date Job )y www.hilti.us Profis Anchor 2.4.5 Company: Specifier: Address: Phone I Fax: E -Mail: Page: 1 Project: Simon and Golub Sub -Project I Pos. No.: Rack -B Date: 12/30/2013 Specifler's comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ - CS 3/8 (2) Effective embedment depth: hat = 2.000 in., hnom = 2.313 in. Material: Carbon Steel Evaluation Service Report: ESR -1917 Issued I Valid: 5/1/201315/1/2015 Proof: design method ACI 318 / AC193 Stand-off installation: ea = 0.000 in. (no stand-off); t = 0.125 in. Anchor plate: lx x ly x t = 1.500 in. x 3.000 in. x 0.125 in.; (Recommended plate thickness: not calculated) Profile: Round bars (AISC); (L x W x T) = 0.375 in. x 0.375 in. x 0.000 in: Base material: cracked concrete, 2500, fc' = 2500 psi; h = 12.000 in. Reinforcement: tension: condition B, shear: condition B; no sypplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) yes (D.3.3.6) Geometry [in.] & Loading [Ib, in.Ib] Z X Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 1-11I9 AG, FL -9494 Schaan, Hua is a registered Trademark of Hilt! AG, Schwan www:hliti.us Company: Specifier: Address: Phone I Fax: E -Mail: 1101ui- I Profis Anchor 2.4.5 Page: Project: Sub -Project I Pos. No.: Date: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear) force y 1 191 68 0 68 max. concrete compressive strain: - [%e] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 191 [ib] resulting compression force in (xly)=(0.000/0.000): 0 [Ib] 3 Tension load Load Nua [Ib] 2 Simon and Golub Rack -B 12/30/2013 Capacity On [Ib] Utilization 1:4,, = Naa/+Nn Status Steel Strength* 191 4875 4 OK Pullout Strength* 191 443 44 OK Concrete Breakout Strength*" 191 469 41 OK * anchor having the highest loading "anchor group (anchors in tension) 3.1 Steel Strength Nsa = ESR value refer to ICC -ES ESR -1917 4) Nate& 2 Nua ACI 318-08 Eq. (D-1) Variables n Asa,nt [in.2] futa [psi] 1 0.05 125000 Calculations Nsa [Ib] 6500 Results Nsa [Ib] 6500 4)steel 3.2 Pullout Strength Npn.1 = Np,2 ® 2500 Npn.t. 2 Nua Variables ( [psi] 0.750 Nsa [Ib] 4875 Nue [lb] refer to ICC -ES ESR -1917 ACI 318-08 Eq. (D-1) N.,2500 [lb] 2500 Calculations 2500 1.000 Results Npn.0 [lb] 2270 2270 4/concrete 0.650 4)seismic 0.750 191 4nonductile 0.400 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilt' AG, FL -9494 Schaan Hlti is a registered Trademark of Hilti AG, Schaan Npn.G [Ib] 443 Nua [Ib] 191 www.hilti.us 111■■III.1TI Profis Anchor 2.4.5 Company: Specifier: Address: Phone I Fax: E -Mail: Page: 3 Project: Simon and Golub Sub -Project I Pos. No.: Rack -B Date: 12/30/2013 3.3 Concrete Breakout Strength Arvc Nc = (AN,0)Wed.N Wo,N Wep,N Nb 4) Nth Z Nua ANC see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANco = 9 her Wec,N =(1+1 2 eN 51.0 3 hef Wed,N = 0.7 + 0.3 (*net) 5 1.0 (ca mm hef) .0 W�,N =MAX b�, 1.5 5 1ac bac Nb =kcA �het5 Variables hat [in.] 2.000 ACI 318-08 Eq. (D-4) ACI 318-08 Eq. (0-1) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (0-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (0-13) ACI 318-08 Eq. (D-7) ect,N Eh] ec2,N [in•] Ca,min [in.] Wc.N 0.000 0.000 3.000 1.000 ca, [in.] Ice t [psi] 4.000 17 1 2500 Calculations ANC [in.2] 36.00 Results Nob [Ib] 2404 ANcO [in.2] Wec1,N Wec2,N Wed,N Wcp,N Nb [Ib] 36.00 1.000 1.000 1.000 1.000 2404 concrete 0.650 4selsmic 4nonductile 4) Nob [Ib] Nua [Ib] 0.750 0.400 469 191 Input date and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c) 2003-2009 HiltI AG, FL -9494 Schaan • Hilti is a registered Trademark of Hilti AG, Schean -7477 www.hilti.us 1■■111=r19 Profis Anchor 2.4.5 Company: Specifier: Address: Phone I Fax: E -Mail: Page: 4 Project: Simon and Golub Sub -Project I Pos. No.: Rack -B Date: 12/30/2013 4 Shear load Load Vua [Ib] Capacity 4Va [ib] Utilization ix, = Vua/OVn Status Steel Strength* 68 1466 .5 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength** 68 505 14 OK Concrete edge failure in direction y+** 68 196 35 OK * anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Vseis = ESR value refer to ICC -ES ESR -1917 4) Vsteei 2 Vua ACI 318-08 Eq. (D-2) Variables n Ase,v [in.2] foie [psi] 1 0.05 125000 Calculations Vsa ON 2255 Results Vsa [Ib]. 4steei 4) Vsa [ib] Vua [Ib] 2255 0.650 1466 68 4.2 Pryout Strength/ Vcp — kcp Wed.N Wc,N Wcp,N Nb,. �Vcp2Vua ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANcO = 9 her 1 Wec,N — 1 + 2 eN s 1.0 3 her Wea,N = 1.5her 0.7+0.3WCamin)51.0 WwN = MAX(Ca-Cemin' 1.5hCac Jef) s 1.0 Nb =kc7,Aire i Variables kcp her [in.] ec1,N [in.] 1 2.000 .0.000 Wc,N • 1.000 Calculations ANc [in.2] 36.00 Results Vcp [Ib] 2404 cac [in.] kc 4.000 17 ACI 318-08 Eq. (D-30) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (0-7) ee2,N [in.] 0.000 Gamin [in.] 3.000 fc [psi] 2500 ANCO [in.2] \/ec1,N 41ec2,N lired,N 4Icp,N 36.00 1.000 1.000 1.000 1.000 Nb [lb] ticoncrete Qualm)* 4)nonductlie 4) Vcp [Ib] Vua [Ib]. 0.700 0.750 0.400 505 68 2404 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL -9494 Schism Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us i04111.T 1 Profis Anchor 2.4.5 Company: Specifier: Address: Phone I Fax: E -Mail: Page: 5 Project: Simon and Golub Sub -Project I Pos. No.: Rack -B Date: 12/30/2013 4.3 Concrete edge failure in direction y+ Avc Vcb = (Avco) Wed,V Wc,V Wh,v Wparailel,v Vb Vcb 2 Vua Avc see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b) AVte = 4.5 cel 1 / Wec,V=11+22 )51.0 3ca, l Wed,V =0.7+0.3(1 x,) 51.0 .5cat 2 1.0 Wh.V VI; =(7(a)0.2 �) coe ACI 318-08 Eq. (D-21) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-23) ACI 318-08 Eq. (D-26) ACI 318-08 Eq. (D-28) ACI 318-08 Eq. (D-29) ACI 318-08 Eq. (D-24) Variables ca, [in.] cat [in•] ecv [In.] I Wc,v 3.000 3.000 0.000 1.000 ha [in.] Ie [in.] da [in.] fc [psi] 2.000 1.000 0.375 2500 Calculations Avc [in.2] Avco [in.2] 27.00 40.50 Results Vcb [lb] 4)conmete 934 0.700 ec,V 1.000 fl)seismic 0.750 Wed,V 12.000 Wpars0el,V 1.000 Wh,V Vb [lb] 5 Combined tension and shear loads [1N 0.431 pNV=p,+<=1 [iv 0.347 0.900 t¢nonductile 0.400 1.000 1557 Vcb [lb] Vua [lb] 196 68 Utilization I N,V [%] Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL -9494 Schwan - HOD is a registered Trademark of Hilti AG, Schaan 42 Status OK www.hilti.us Profis Anchor 2.4.5 Company: Specifier: Address: Phone I Fax: E -Mail: Page: 6 Project: Simon and Golub Sub -Project I Pos. No.: Rack -B Date: 12/30/2013 6 Warnings • To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor. Load re -distributions on the anchors due to elastic deformations of. the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used. The c factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-08 Appendix D, Part D.3.3.4 that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, Part D.3.3.5 requires that the attachment that the anchor is connecting to the structure shall be designed so that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. In lieu of 0.3.3:4 and D.3.3.5, the minimum design strength of the anchors shall be multiplied by a reduction factor per D.3.3.6. An alternative anchor design approach to AC! 318-08, Part D.3.3 is given in IBC 2009, Section 1908.1.9. This approach contains "Exceptions" that may be applied in, lieu of D.3.3 for applications involving "non-structural components" as defined in ASCE 7, Section 13.4.2. An alternative anchor design approach to ACI 318-08, Part D.3.3 is given in IBC 2009, Section 1908.1.9. This approach contains "Exceptions" that may be applied in lieu of D.3.3 for applications involving "wall out -of -plane forces" as defined in ASCE 7, Equation 12.11-1 or Equation 12.14-10. • It is the responsibility of the user when inputting values for brittle reduction factors (�rronductlle) different than those noted in ACI 318-08, Part D.3.3.6 to determine if they are consistent with the design provisions of ACI 318-08, ASCE 7 and the governing building code. Selection of ynonductile = 1.0 as a means of satisfying ACI 318-08, Part D.3.3.5 assumes the user has designed the attachment that the anchor is connecting to undergo ductile yielding at a force level <= the design strengths calculated per AC! 318-08, Part D.3.3.3. Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hllt! AG, FL -9494 Schoen Hilti is a registered Trademark of Hilti AG, Schwan 179 iha r/C-ge,,,ere /9 -Ar, ; 5 -co 440e, e i,3e4tee-Ve ) e›ct, - 4 ) 4--z-‘va-Y. Z,o'co ee,* v./4,) 5( ty Eis6 5ore, 7,K ... a • 7X 32; Pi/ f:d-e-7-44e- /2z zgPr) 440,09 )0 ),) f4.45 f,11:.---' Project/Subject 2/4 GiC ry Date ) • 60 50 70 40 171 d 30 4 0. -J N 0 Ct. C0 J 80 90 kh`., Ss:� . IIMINS \ S, 11111W ralerhiL \ , I ®� EV • c 40 llalli ik ;1006° Pr 60 41144 o...20 .. .. a N to ¢...15.. h 10 100' y, In, �- 1 V — N/ • .► . 1.4. \40 0 60 N./ rs 80 40 • 20 I0 EF ECTIVE CONTACT AREA, sq. In. Fig: 7b. Design chart for pos loads, subgrad k Is 100 pcL SUBGRADE k•100pc1 ;>t Project/Subject 6e.1 14 13 12 10 N m 4. -J 8 7 6 5 By Date 12— )3 Sheet No )0/ Job No. )/3-) 4'd) 1 PERMIT COORD COPY• PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-0389 PROJECT NAME: SIMON & GOLUB RACKS DATE: 12/31/13 SITE ADDRESS: 13035 GATEWAY DR, STE 119 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: bL'At' lD'1 4 Building Division MI Public Works ❑ Fire Prevention Structural Planning Division Permit Coordinator CI PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 01/02/14 Structural Review Required REVIEWER'S INITIALS: DATE: CI APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues) DUE DATE: 01/30/14 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 PRECISION BUILDERS INC r Washington State Department of Labor & Industries Page 1 of 2 PRECISION BUILDERS INC Owner or tradesperson SANBURN, SCOT DEAN Principals SANBURN, SCOT DEAN ELIZABETH SANBORN Doing business as PRECISION BUILDERS INC WA UBI No. 600 553 713 PO BOX 98609 DES MOINES, WA 98198-0609 206-878-2948 KING, County Business type Corporation Governing persons LIZ SANBORN License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ............................................... Meets current requirements. License specialties GENERAL License no. PRECIBI151C2 Effective — expiration 02/22/1985 — 01 /19/2016 Bond DEVELOPERS INS CO Bond account no. 415171C Received by L&I 01/14/2002 Insurance West American Ins Co Policy no. BKW55554018 Received by L&I 07/03/2013 Savings No savings accounts during the previous 6 year period. $12,000.00 Effective date 01/19/2002 $1,000,000.00 Effective date 07/15/2013 Expiration date 07/15/2014 httns://secure.lni.wa.2ov/verifv/Detail.asnx?UBI=600553713&LIC=PRECIBI151C2&SAW= 01/21/2014 0 VICINITY MAP N.T.S. SEPARATE PERMIT REQUIRED FOR: echanical Electrical numbing Mu Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. Rovisions will require a new plan submittal and may include additional plan review fees. I. 111111/11 SITE MAP %.1 N.T.S. SCOPE OF WORK INSTALL NEW SHELVING FOR STORAGE (TWO TYPES ST HIC144 AN0 ONE TYPE AT 120" 141G14). SEE STRUCTURAL CALCULATIONS FOR ANCHORAGE. BUILDING 4 SITE STATISTICS BUILDING CODE: I8C 2012 ZONING: M-1 SEISMIC ZONE: ZONE 3 CONSTRUCTION TYPE: V -B SPRINKLERED OCCUPANCY GROUPS: 5 4 5 -IFI ALLOWABLE BUILDING AREA: UNLIMITED, 60' YARD ON ALL SIDES, AND FULLY SPRINKLERED UNLIMITED, 60' YARD ON ALL SIDES, AREA OF REMODEL: APPROX. 5031 S.F. LEGAL TAX ID. 000480-0015 SEPARATE PERMITS PLUM5ING I-IVAC MODIFICATIONS SPRINKLER ELECTRICAL FOR LEWIS C CDC" 31 FOR OF C C LEWIS DONATION CLAIM NO 31 TGUJ FOR OF STEPHEN FOSTER DONATION CLAIM NO 38 IN SECTIONS 10,11,14.4 15 TWP 23 RANGE 4 - BAAP BEARING N40 -01-05W 920.15FT FROM A MONUMENT AT PT OF INTSN OF CURVE ON C/L OF DUWAMISI- RENTON JUNCTION RD BEING APPROX 1000 FT E 4 20 FT S OF QUARTER CORNER BETWEEN SECTIONS 14 4 15 TH N 49-24-00 W 835 FT ON A LINE PLT 4 150 FT NELY OF C/L OF DUWAMISH-RENTON JUNCTION RD TAP BEARING N 81-44-55 E I99.11 FT FR POINT OF CURVE ON C/L OF DUWAMISM - RENTON JUNCTION RD SD PT OF CURVE BEING APPROX 1200 FT N 4 440 FT W OF QUARTER CORNER BETWEEN SECTIONS 14 i 15 TH 5 40-36-00 W 20 FT TO NELY MGN OF R/W OF PUGET SOUND ELECTRIC RAILWAY TH N 49-24-00 W 98029 FT TM S 49-24-00 E 400 FT TH N 40-36-00 E 190 FT TO POB TH N 40-36-00 E 51210 FT TH N 49-24-00 W 325 FT TH S 19-15-35 W 12.81 FT TH N 49-24-00 W 61 FT TH 5 40-36-00 W 502.10 FT TAP BEARING N 49-24-00 W 400 FT FR P05 TM 5 49-24-00 E 400 FT TO PO5 -- AKA LOT 2 OF CITY OF TUKWILA C 4TEUJ4Y DRIVE FI COPY P it No. S-0 3 al Plan review approval is to errors and omissions. Approval of construction documents does not authori 3 fix violation of any adopted code or ordinance. Receipt ni- approved Field Copy and '.sed: r. ► BY City Of lbkwila BUILDING DMSION l J J AREA OF WOW UNDER OF THIS PER v1IT r BUILDING PLAN SCALE: 1"=30' REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 3 1 2013 PERMIT CENTER DV7y---03%9 12-23-13 CHECKED BY DESCRIPTION CO t0 0 0 Nu Z 0X 1< CL ted] 5D-1 \w . w u• 1 I1111....\.1__._.Y _._i_\ AA A\. An, •# nn\n-I#• A\f\II IP kI A &Ir* /SAI I Ir 1"'117AT 1-1 F1f11'1\P\11u- AA AA A [.1'1 A []I 1"1f-sA 4A OA 47 J..... G.I1 4 40101'701114 01.A1101A r1111 NEW TYPE C STORAGE SMALL CONFERENCE 18161/15:12 DCC OFFICE 18161/100:1.9 OCC OFFICE 16161/100:1.1 OCC N NEW STO 3636.5"=S11.5" 56365":15'3" OFFICE 19161/100:1.9 OCC OFFICE 19161/100:1.9 OCC OFFICE 19161/100:1.9 OCC OFFICE 19161/100:1.9 OCC OFFICE 36365":9'15" 8' I STOR 46365":12'2" OFFICE 1861/100=1.9 OCC OFFICE 19961/100:2 OCC 0 NEW RECEPT. ENTRY L0155Y STAIRS UP ELEV. MECH. CLOSET LARGE CONF. RM 38461/15 :26 OCC CLOSET) d 0 0 GALES CUBES 23361/100 :2.4 OCC 0 OPEN OFFICE 6.19361/100 :62 OCC VERIFY POWER AND DATA DROPS VIA POWER POLE WIN FURNITURE CONTRACTOR NEW TYPE C STORAGE SHELVES 0 a SECURED WAITI XI' BULLET WINDOWS SECURED RECEPT 24961/100 :2.5 0,2tT MAILSLOT TRAP IT CUBES 23261/100 WK 5ENCI•F23 OCC ,tX1 HALL 26365" IT OFFICE 13861/100 :1.4 OCC STOR 46365":6' MEN 0 0 nIn, 0 0 0 WOMEN VAULT STAFF 81261/100 :8.1 OCC 6636.5"=18'3" NEW TYPE C STORAGE SHELVE 0 VAULT 54161/500 :1.1 OCC 1s" JLY * SUSA STORAGE dr •1- 1 1 1 1636.5'14114" COPIER/tUORK PI-IOTO 14561/100 :15 OCC STORAGE 14661/506 :03 OCC J WORK R0O 14661/100 :1.5 OCC ---1 ElO TRAINING 11'X245' 21 CODE OCC. 2 VENDING L LUNCH 49561/15 :33 OCC DW/GARBAGE DISP 2 REFER PRA m 4696.5" 18661/100 =13 OCC EQUIP RM SECU D STO E 9'X15' 25' ELEC. SECURED RECEIVING 9'XII' 3 SHIPPING CUBES ELEC. MERCHANDISING CONFERENCE 23561/15 =15:1 OCC SM CONF. 14961/15 =10 OCC 4 .4' STORAGE SHELVE 1EW TYPE 8635.5":24'4" NEW TYPE C STORAGE SHELVES STORAGE SHELVES NEW TYPE B STORAGE SHELVES 8-02 WAREHOUSE 1,82961/500 :3.1 DCC SINGLE EXIT 4,-0" 4696.5"-32'-2" SECURE RECEIVING RACKING SCHEDULE TYPE A: VAULT SHELVING 18" D X 365" W X 81" H TYPE B BROUk L SHELVING 25" DX 965" W X 120" H TYPE C SORAGE SHELVING 24" D X365" W X 81" H NOTES: 1. ALL RACKS TO BE SECURLY FASTENED TO FLOOR TO RESIST DISPLACEMENT (SEE STRUCTURAL) 2. INTENDED 1,1,5E OF RACKS IS STORE CARDBOARD BOXES WHICH HAVE SMALL JEWLERY BOXES INSIDE AND FLAT CARDBOARD BOXES, CLASS III COh'WIODITY 3. RACKING OVER 8' HIGH SHALL BE ANCHORED OR BRACED TO RESIST OVERTURNM OR DISPLACEMNT DUE TO EARTHQUAKE EVENTS. SEE STRUCTURAL. ILLUMINATED EXIT SIGN WITH "BUG EYE" WITH EMERGENCY BATTERY BACKUP ILLUMINATED EMERGENCY PATHWAY LIGHTING WITH "BUG EYE" WITH EMERGENCY BATTERY BACKUP -Q- NEW DUPLEX OUTLET (VERIFY WITH EXISTING) NEW PONE/DATA JACK, MUD RING WITH PULL STRING TO ABOVE CEILING WIRE BY TENANT NEW 220 VOLT (VERIFY AMPS AND PLUG TYPE) 1ST FLOOR RACKING PLAN SCALE: 1/8'=1'-0" NORTH 0' l' 4' 8' 16' 24' 32' 40' SCALE 1/8" = 1'-0" 09-26-13 REV 10-01-13 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 31 2013 PERMIT CENTER 02-26-13 DRAWN BY CHECKED BY DESCRIPTION 04 • .4 •• >- N 0 alag 0-4 r14 gi4 W w U C Q O con H W w .. I� C:\Documents and Settings\AII Users\Documents\CAD11987-1989\8704-91SIMON AND GOLUB FIRST FLOOR\CD;s 10-01-13\racking\T-RACK.dwg, T -RACKING, 12/27/2013 2:41:23 PM T -RACK 18" 20# 20# 20# 20# 20# 20# 20# 20# 20# X20#I 20# < TYPE-A/E\J VIEW SCALE: 1 /2' =1'-0" 36" CONN. PER DTL-1/S-1 AC < TYPE-A/ELEVATIO\ VIEW SCALE: 1 /2"=1'-0" QAC 25" 100# 100# 100# 100# TY D ' J V.V / N 20# 0 DRAWN BY: F.G. 100# \ ,100# 20# 20# 14)100# i4 K I A C O CONSULTING STRUCTURAL ENGINEERS 20# 'co g„ 20 to w /TYP. 20# w Q v) 20 flo 20 20; 20; \ 9" TYP. 20` CONN. PER DTL-1/S-1 AC < TYPE-A/ELEVATIO\ VIEW SCALE: 1 /2"=1'-0" QAC 25" 100# 100# 100# 100# TY D E-3/E\D VIEW QAC SCALE: 1 /2"=1'-0" RACK PER ARCH. DWG'S TY D CONN. PER DTL-1/S 1 E-/ELEVATIC\ VIEW EXIST. 5 1/2" SLAB ON GRADE L 3/8"0 HILTI KWIK TZ w/ MIN. 2" EMBED. INTO EXISTING SLAB, (TYP. 4—PLACES EACH RACK, 2—EACH SIDE) TYD. EXIST. AC< CO\\. DETAIL SC ALE: 1 /2 '=1 ' -0" SCALE: 1 '=1'-0" QAC 24" 25# cC 25# 25#- 25# 25# 25# 25# TY E- E VIEW SCALE: 1 /2"=1'-0" 1. CODE: 2. LOADS: 36.5" co in 6 -SPACES 25# 25# 25# 25#1 25# z5# 1 9» TYP. 25# CONN. PER DTL-1/S 1 \''/if AC< TYPE-C/ELEVATIO\ VIEW STUCTUAL ETES INTERNATIONAL BUILDING CODE, 2012 EDITION. SIEISMIC: SITE CLASS=D SdS =0.937g Sd1=0.491g Fa =1.00 Fv =1.52 SCALE: 1 /2"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 6 2014 • City of7ukwila BUILDING DIVISION City Tukwila BUILDING DIVISION 3. METALS: ALL MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A-36 (fy=36,000 PSI) UNLESS NOTED OTHERWISE. ALL CONCRETE ANCHORS SHALL BE HILTI KWIK BOLT TZ OR APPROVED EQUAL. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION. PROVIDE INSPECTION PER 2012 IBC FOR ALL EXPANSION BOLT INSTALLATIONS. 4. SPECIAL CONDITION: DURING. CONSTRUCTION THE CONTRACTOR SHALL COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ENGINEER'S APPROVAL PRIOR TO ALL FIELD CHANGES. CONTRACTOR TO COORDINATE AND VERIFY ALL EXISTING RACK SIZE, AND DIMENSIONS. D s3 3 • RECEIVED CITY OF TUKWILA DEC 3 1 2013 PERMIT CENTER REVISION EDITION J V.V v- N M DRAWN BY: F.G. 100# \ ,100# \ m 100# 14)100# i4 K I A C O CONSULTING STRUCTURAL ENGINEERS PHONE 425.644-6400 16301 NE 8TH STREET, SUITE 251 ELLEVUE, WA 98008 „.„. .-: �WAStit Z; - r4;4, _, 21455 w4`,;0,Az,S ONAL . • a 4 II EXPIRES ) 1--2 Zd! g„ t /TYP. w E-3/E\D VIEW QAC SCALE: 1 /2"=1'-0" RACK PER ARCH. DWG'S TY D CONN. PER DTL-1/S 1 E-/ELEVATIC\ VIEW EXIST. 5 1/2" SLAB ON GRADE L 3/8"0 HILTI KWIK TZ w/ MIN. 2" EMBED. INTO EXISTING SLAB, (TYP. 4—PLACES EACH RACK, 2—EACH SIDE) TYD. EXIST. AC< CO\\. DETAIL SC ALE: 1 /2 '=1 ' -0" SCALE: 1 '=1'-0" QAC 24" 25# cC 25# 25#- 25# 25# 25# 25# TY E- E VIEW SCALE: 1 /2"=1'-0" 1. CODE: 2. LOADS: 36.5" co in 6 -SPACES 25# 25# 25# 25#1 25# z5# 1 9» TYP. 25# CONN. PER DTL-1/S 1 \''/if AC< TYPE-C/ELEVATIO\ VIEW STUCTUAL ETES INTERNATIONAL BUILDING CODE, 2012 EDITION. SIEISMIC: SITE CLASS=D SdS =0.937g Sd1=0.491g Fa =1.00 Fv =1.52 SCALE: 1 /2"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 6 2014 • City of7ukwila BUILDING DIVISION City Tukwila BUILDING DIVISION 3. METALS: ALL MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A-36 (fy=36,000 PSI) UNLESS NOTED OTHERWISE. ALL CONCRETE ANCHORS SHALL BE HILTI KWIK BOLT TZ OR APPROVED EQUAL. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION. PROVIDE INSPECTION PER 2012 IBC FOR ALL EXPANSION BOLT INSTALLATIONS. 4. SPECIAL CONDITION: DURING. CONSTRUCTION THE CONTRACTOR SHALL COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ENGINEER'S APPROVAL PRIOR TO ALL FIELD CHANGES. CONTRACTOR TO COORDINATE AND VERIFY ALL EXISTING RACK SIZE, AND DIMENSIONS. D s3 3 • RECEIVED CITY OF TUKWILA DEC 3 1 2013 PERMIT CENTER REVISION EDITION v- N M DRAWN BY: F.G. CHECKED BY: A.G. DATE: 12-30-2013 f i4 K I A C O CONSULTING STRUCTURAL ENGINEERS PHONE 425.644-6400 16301 NE 8TH STREET, SUITE 251 ELLEVUE, WA 98008 „.„. .-: �WAStit Z; - r4;4, _, 21455 w4`,;0,Az,S ONAL . • a 4 II EXPIRES ) 1--2 Zd! GATEWAY CORPORATE. CE (f) W F- 0 SHEET s -I OF 1 JOB # 133-0401