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HomeMy WebLinkAboutPermit D12-386 - SOUTHCENTER SOUTH CORPORATE PARK - BUILDING T - SEISMIC UPGRADESOUTHCENTER SOUTH CORPORATE PARK, BLDG T 18449 CASCADE AV S D12-386 �YJILA j, 1908 City okukwila 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 DEVELOPMENT PERMIT Parcel No.: 7888900040 Address: 18449 CASCADE AV S TUKW Suite No: Project Name: SOUTHCENTER SOUTH CORPORATE PARK, BLDG T Permit Number: D12 -386 Issue Date: 06/17/2013 Permit Expires On: 12/14/2013 Owner: Name: EPROPERTY TAX INC DEPT 207 Address: PO BOX 4900 , SCOTTSDALE AZ 85261 Contact Person: Name: KEITH MOORE Address: 21902 96 AV SE , SNOHOMISH WA 98296 Contractor: Name: ADATTO CONSTRUCTION INC Address: 1314 DENNY WAY 103 , SEATTLE, WA 98109 Contractor License No: ADATTCI108DR Lender: Name: SELF FUNDED - CORNERSTONE REAL ESTATE ADVISORS Address: Phone: 206 - 909 -7808 Phone: 206 - 652 -5300 Expiration Date: 03/08/2014 DESCRIPTION OF WORK: VOLUNTARY SEISMIC UPGRADE OF STRUCTURES TO PROVIDE WALL ANCHORS AT THE PERIMETER OF THE BUILDING FROM THE CONCRETE TILT -UP WALL PANELS TO THE WOOD FRAMED ROOF AND TO PROVIDE CONTINUITY TIES ACROSS THE ROOF DIAPHRAGM. Value of Construction: $115,000.00 Fees Collected: $2,637.32 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: Occupancy per IBC: 0025 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -386 Printed: 06 -17 -2013 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: N Number: 0 N Start Time: Volumes: Cut 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N Date: Li' �` 13 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit 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 development permit and agree to the conditions attached to this permit. Signature: / 4 _ Date: Print Name: 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. 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 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. 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. doc: IBC -7/10 D12 -386 Printed: 06 -17 -2013 6: All construction shall be done in conforwith the approved plans and the requirem of the International Building Code or International Residential CO, C International Mechanical Code, Washingto to Energy Code. 7: Structrual Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 8: 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. doc: IBC -7/10 D12 -386 Printed: 06 -17 -2013 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov • Building Permit No. 1 )--- 3 e W Project No. Date Application Accepted: 1 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 fax. * *Please Print ** SITE LOCATION Site Address: X18449 Cascade Avenue South Tenant Name: Various PROPERTY OWNER Name: Cornerstone Real Estate Advisors, LLC Address: 2448 Main Street City: Santa Monica State: CA Zip: 90405 CONTACT PERSON — person receiving all project communication Name: Keith Moore Address: 21902 96th Avenue SE City: Snohomish State: WA Zip: 98296 Phone: (206) 909 -7808 Fax: Email: keith_ccce @msn.com GENERAL CONTRACTOR INFORMATION Company Name: To Be Determined Address: Address: 17655 Mountain View Road Architect Name: Phone: (541) 549 -1331 Fax: City: State: Stat.& ip: Zip: Phone: Fax: Zip: Phone: Contr Reg No.: Exp Date: Tukwila Business License No.: H :Applications \Fonts - Applications On Line\201 1 Apphcatio s\Perme Apphca1 on Revised - 8- 9- 11.doc t Revised: August 2011 bh King Co Assessor's Tax No.: 7888900040 Suite Number: Floor: 1 New Tenant: ❑ Yes J..No ARCHITECT OF RECORD Company Name: Cascade Crest Consulting Engineers Company Name: Not Applicable Address: 17655 Mountain View Road Architect Name: Phone: (541) 549 -1331 Fax: Email: cccengr @msn.com Address: Stat.& ip: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Cascade Crest Consulting Engineers Engineer Name: Eugene L. Trahern Address: 17655 Mountain View Road City: Sisters State: OR Zip: 97759 Phone: (541) 549 -1331 Fax: Email: cccengr @msn.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: kee f&_( ,e A / sDv 7.11 Address: se f� ,.(� , _ J bil 41,141 "��o�r[a City: Stat.& ip: Page 1 of 4 BUILDING PERMIT INFORMATIO1206 -431 -3670 Valuation of Project (contractor's bid price): $ 115,000 Existing Building Valuation: $ 4,621,700 Describe the scope of work (please provide detailed information): Voluntary seismic upgrade of structures to provide wall anchors at the perimeter of the building from the concrete tilt -up wall panels to the wood framed roof and to provide continuity ties across the roof diaphragm. 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: 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) No Changes 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 .g-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:\Applicanons\Forms- Applications On Lme\2011 Applications \Permit Application Revised - 8 -9 -1 I.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 1' Floor 86,072 0 0 0 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: 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) No Changes 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 .g-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:\Applicanons\Forms- Applications On Lme\2011 Applications \Permit Application Revised - 8 -9 -1 I.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 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 OWNER WTO ZED AGENT: Signature: OW-A— Date: 12/07/2012 Print Name: Keith W. Moore Day Telephone: (206) 909 -7808 Mailing Address: 21902 96th Avenue SE Snohomish WA 98296 City State Zip H:\Applications\Forma- Applications On Lme\2011 Applications\Permil Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 4 of 4 • 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 RECEIPT Parcel No.: 7888900040 Permit Number: D12-386 Address: 18449 CASCADE AV S TUKW Status: APPROVED Suite No: Applied Date: 12/07/2012 Applicant: SOUTHCENTER SOUTH CORPORATE PARK, BLDG T Issue Date: Receipt No.: R13 -01892 Initials: WER User ID: 1655 Payment Amount: $1,236.38 Payment Date: 06/17/2013 10:24 AM Balance: $0.00 Payee: RICHARD ADATTO TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 03917G ACCOUNT ITEM LIST: Description 1,236.38 Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,236.38 1,231.88 4.50 doc: Receint -06 Printed: 06 -17 -2013 City of TiOvilar Department of Community Development 6300 Southcerter Boulevard, Suite 8 100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: hrip: /Avww. ci. ruby iia.Iva. us SET RECEIPT RECEIPT NO: R12 -03276 Initials: User ID: 1655 Payee: CPF KENT VALLEY LLC Payment Date: 12/07/2012 Total Payment: 5,185.85 SET ID: 120712 SET NAME: SEISMIC RETRO SET TRANSACTIONS: Set Member Amount D12 -383 1,037.17 D12 -385 1,037.17 D12 -386 1,037.17 D12 -387 1,037.17 D12 -388 1,037.17 TOTAL: 1,037.17 TRANSACTION LIST: Type Method Description Amount Payment Check 000252 5,185.85 TOTAL: 5,185.85 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 5,185.85 TOTAL: 5,185.85 City of Tivila, Department of Community Development 6300 Southcetter Boulevard, Suite 6100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: hnn:/ivww.ci.tukwila.wa.u.r SET RECEIPT • RECEIPT NO: R12 -03278 Initials: User ID: 1655 Payee: CPF KENT VALLEY LLC Payment Date: 12/07/2012 Total Payment: 3,555.07 SET ID: 120712 SET NAME: SEISMIC RETRO SET TRANSACTIONS: Set Member Amount D12 -383 1,595.65 D12 -385 1,595.65 D12 -386 363.77 TOTAL: 1,595.65 TRANSACTION LIST: Type Method Description Amount Payment Check 000252 3,555.07 TOTAL: 3,555.07 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 3,555.07 TOTAL: 3,555.07 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 le, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 D12 386 Project: ��- 02 .mH c € ki Q Oo ?` Type of Inspection: �r A rIA\z I.0 — I-.:1.1 A 1.__ Address: pug 0 Rse F1OE AV Date Called: S Special Instructions: Date Wanted: -7- 1 Z 13 a.m: p.m. Requester: "� r (11:-f' �it�N l Phone No: q 63 - 15C`i /1-1 �l �n \tjApproved per applicable codes. !:J Corrections required prior to approval. • COMMENTS: 1 ►ZQAl►9..1Cv — r--ti/ a "� r (11:-f' �it�N l 1F-10 /1-1 �l �n 01 ∎14/ f S"---1::s--r Lei h �14 *'f 7 /,o1>i� 1 T [A-A.)11 R:1 SPECTION FEE RE UIRED. 7 ior to next inspection. fee must be pal r at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: 1 -12 —)-5 F LE COPY STRUCTURAL CALCULATIONS FOR VOLUNTARY PARTIAL SEISMIC UPGRADE SOUTHCENTER SOUTH BLDG T: 18401-18449 CASCADE AVE SOUTH TUKWILA, WASHINGTON PREPARED FOR: CBRE NOVEMBER 7, 2012 CASCADE CREST CONSULTING ENGINEERS. INC. 17655 MOUNTAIN VIEW ROAD SISTERS, OREGON 97759 (541) 549 -1331 REVIEWED FOR 0OnA PPE COMPLIANCE ROVED DEC 17 2012 City of Tukw la BUILDING DIVISION PREPARED BY: EUGENE TRAHERN, P.E. ply.- 386 RECEIVED CITY OF TUKWILA DEC 0 7 2012 PERMIT CENTER 5e7 cw miceF.3/4( mg Sem, 7-,14 VO 4.4'47 7'0 11 g-V PAi2-77,44. VG eArjAAPC 1.72,14C. )14-A j co.A t-Pea 30571 8j93 a..4SCAO_C ye" See.erH b.4 6 - (8290 04,.y/totg Ave sakt,orti BLDG 14 - /6 Zesl- /82” :04YeAli4 Ave .Sourf, E LA) cit — 4s-01 - (,5-41.5 T 64frici&A $774eal- r " Cetsc,4of ,40c4kg. ./43.60424:07 ti76•.4 7t) sirjeisacipWer,i 7,44E. e-z$ Lo 4 0 #17,4r4 87WI 4.d.tie-ge7Le- 7 / .1.47-1-aP WA.L PAA ela -7-47‘4"- /7,4 itiWZ/2-eth L4-1000 g-Oat P./AP (470-44.4#45 /4ei. 7+ebie- A SCV0- tigl-DzA144, 4Se 473 I 2oo9 ZEZC- • ..575 1, 362 / S, r- c, '/72 (ci.S45 ) sos 7 O 921 , so, r- 6,545 &./.516S) . . arE —0 Ai:Cc-3 1 : its-Ds 141 3y3 (to,921.)144 OAP Cc/LT) t *ex /Apo. a 009 Zf8c 70.0 z:134. (se-c716../led6t/3) 6440rogi A 2-) c5 sps (..4 4,SnJp 60), Caxr-Aou Citgstr Cosasuurnaa EFIGINECMS. Ime. PROJECT: Seim- ‘cwarAf- ENGR: 721A,Amvii.4. DATE: /0/50z_ SCALE: SHEET Conterminous 48 States 2009 International Building Code Latitude = 47.436 Longitude = - 122.249 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa= 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.382 (Ss, Site Class B) 1.0 0.472 (S1, Site Class B) Conterminous 48 States 2009 International Building Code Latitude = 47.436 Longitude = - 122.249 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.528 Period Sa (sec) (g) 0.2 1.382 (SMs, Site Class D) 1.0 0.721 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 47.436 Longitude = - 122.249 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.528 Period Sa (sec) (g) 0.2 0.921 (SDs, Site Class D) 1.0 0.481 (SD1, Site Class D) ELM.. Pideit‘ goc?.e ickelAPAI IA/ALL it_203.oed.,s 1: vp 7 '4 " 8 Lz4. - 'BLDG A. 61..b4, 40 4-1) 7r !S•Skarthlre) 72s4 asst, /se.' 50o PuryF . k. ,P,sehe-f-rg #1„41 S 4-h41-1r-S JL 6D-midiec) ti 32L t 2.5.5 rAt8 jAhr:=1 gaits,( z Vi/C) L-8/fi-r 8.3.tiV6 Id 3ijfft 410 c -17z 9'o /?r 0;13 3 el.,9/. Liskr-J ct- .75-374,144y- 6.04y.r..) zs/1i. TVO 4,41(Pf Cole.40-4) e4atic.16) • CAer-AollCieturr CONSUL1ING letunpacteaS. frac. PROJECT: 5oc.trfr10EA/rek 5ftairfrf ENGR: 7-RA fiezajci DATE: SCALE: SHEET • Sae Abwias V'c 4 7r1s/i 7 c A) ez4 F 4 2 56;8E51 3. six e.mecx 2y 9. tadevorgo. • 1 PF cayv4.4--- 57.3". t fit Tideti,.) 3 ...4stifeez. srA):1/4,-Afite-f) .arc-- EX( sr/( G 3x sELIA//24,AJS otti is Ire*. 72 P Abiti.coas c pesiAB litzrego Z.X.1 ittie),(476C t ' 714e4oe) era I = )( TritShar 6,S3tc. S-fia! Pla tJez..s c/A 6140 4411.10r g. 4&44/_ ret exiar Fel Nib .P3 iZ. irzs- 774.1104.3. 14,1/wain-Do a /". iii(41016) SY. 8. 11,474$ zer. LeT e!rt.f. ' CAL/esotex /./ 1)IF) 1 fiiilAt "'WWI 04 44 mit; if,c , mets A8 06)2'vi'l 10 5'23 = 04720 4.za .e_64. liv I i , 1/41 6 8: 4 WV/ 1 CASCADE CREST CONSUI.TIPIO II/MUMMERS. INC. PROJECT: -5ocrriie-evfeA Sesurei ENGR: &•""": -7;i4 ge4204/ DATE: SCALE: SHEET AlfaCido 7111 $thieocule rki-ZT,s 6-'fez 31311`c P51"51 Ee-fiett. rfc. 2k—s; r.4/1 .s2,40 e'eeco-b .T.7/8","gc! 21441' 4. 4,7e,aos 1B APV c'L.12.g.sik 44"0 m4,0=, 5-34," cfc.t 2)14, e4Z/V 7t, !NI/C./ , r.Y. . Wers.: ! I , 1 101.ivimsevi atieszimpt4gAtim Deirriii-v+' e/sig- 4. Z3 :45 suB-#4494 13.404.1)&1416-3 7:if 41/20 :7, / 8, •S*364.8 424/es-48 1 ram cst-a 4/1/0a .PrAlr...T.IGICANIIP:11/7..aLIIIGI.J1111rAIMAIrair...11.ALMIIIIII2107.71111MP111117: /41_26se_;-4L..--Aut 4i 1 i44 ra.a.e.11 (2r) zo, 7*. 62 7/ieti4#1 Alo'aferre/zi 6,6_4 PA.4e14 ,attia-tAiG 4 4-A,416. azit 1(0.11_0 igec. iGrA PA e,_11-44 yemb Ociort+ /6„3x81,11411-4 g;-‘1441/44/Eir V_81.481r-ir JILi WA PAV 0e7ar:rc or_ set:8-zzAle_ i4S9ailin- .1144,..Peil&F.A.fliP erg .3 Lays& • l'f• 2 8AZ (6.54 it314) /63 4/0241.3rel: 2. 92 X. 211_5,444e-4. I V -!1; SVC) ti-liri 06 ''' I A - .4.L 1. K I 1 i 74- A(42.eiss ...2.40-40.-)cii? 'e'itpc /92.41/41rf?et Ithrt.. 81164'./- /43(3)Etitp.') gc- AA, AI /WA. er • CAseabte Caggr CONSULTENG ENGINEERS. INC. PROJECT: trrfrf wroz Searot ENGR: er-,Tha.mg," DATE: /0/9ha SCALE: ij SHEET :5-eits044.1,4e„..4t.s.i4 Per-Aro A1,4,,I 60,116 14= -65:(14114}7011.`' ei_fsrPsei.tteirs i ts..v° 18/fit ( 41) eiaole a Lstn it 146-4s ...XY •7•• , I 13/ -Y ReniD Afciteas Pc/Ai-4,45 flies 1.7.i61# eik 0 ergi Pam( 77e- ,e..!rpow.el 0*Abas. eczia 85-91,,ejf,-Lisd z "rx. 1 ' 5-4icKoksr (421) `;/7,31c Ciii4sr-44 6.413 oP4r4 el 4,0itcv4.0 ,33-V0131?"-#41.1)1. 4.7= * 2vf • syo (g) t re- 1 axe 2g 6413 reez /1,1 rAzAhasii Di .0" k 1 CASCADE CREST CONS1ULTING EtiablEEREL PROJECT: SitAPTIAC.ez/Tdie $0,vrAi ENGR: 6. 14A419" DATE: /0/9/a SCALE: SHEET Fc.D6 '<DPeta --LiassE.5 7V" ; e/g y ffpia‹ - 324. , 415 eka.r./01.6 44.1.4 41 4111.:+ ?D. riper Sn2P 44;1/16e1/00,1 A.A0/43 ,171 4-24- < 6,811.3.1c Agb 27::.P.5,teoAn• -t Aeo Ve- TC4 tlf eht4g: 4■Jed 44- • A r tA /Sol-7o/4 c/401-1 772extfo. .5% sik 5010 c_ 44er bittr.4.a.‘ne_ :3, 6/61c- .5416:Pu g 41A'S 5c-Ig_:•?D eiser 1 IA 513 At-lero I art ekte-rx_ 4(14/ "fag Vs Ae gias 9 54443 itt 5//3 Is art n A e CPb r 3VooL8y/2.r4.8 27;,A./A/4.0. /8 / 3o 5" chi " „ elcotra•eivrzy_Zsat.: Sbl oic. Age- tiicao-cro4a16-s Remo verily./ 121 ( ps) 7:24E-510,gc e- trot) t $(rissVicaki -A 313)/9 t) le 0 .4404../AL 5744, 57-22,1 772.4•15 415:41- al 441 OITA1 11)01 ( p CR) Jpitsz° 3.261S_Ykt).-+ Z43 taismitiz4 swsge424) eifoler4 41-A7/3 :My 2S/./ 44_3 itAs poiiptg. 41($.5710 414._3(3.IY 45,)' 61c cis e-1(2) C.,Gsr_mos CREST CONSULTING ENGINEERS. INC. PROJECT: ibortf cc-A./TeX_ 5-aie.)rei ENGR: E'r 71,44#45001 DATE: SCALE: SHEET 5- 05 -01 -2013 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director KEITH MOORE 21902 96 AV SE SNOHOMISH WA 98296 RE: Permit Application No. D12 -386 SOUTHCENTER SOUTH CORPORATE PARK, BLDG T 18449 CASCADE AV S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 12/07/2012, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 06/05/2013. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or your request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, ,cQ/4Q1 ifer Marshall it Technician File: Permit File No. D12 -386 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 -431 -3665 • • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -386 DATE: 12 -07 -12 PROJECT NAME: SOUTHCENTER SOUTH SEISMIC UPGRADE - SITE ADDRESS: 18449 CASCADE AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: t14-11. Building Division Fire Pre ention Pub is W rks Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -11 -12 Complete Comments: Incomplete Not Applicable Permit.Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01 -08 -13 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: 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 Peer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I 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 ADATTO CONSTRUCTION INC UBI No. 601154635 Phone 2066525300 Status Active Address 1314 Denny Way 103 License No. ADATTC1108DR Suite /Apt. License Type Construction Contractor City Seattle Effective Date 3/19/1990 State WA Expiration Date 3/8/2014 Zip 981095444 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status ADATTCC171JH CONSTRUCTION CONSTRUCTION CO Construction Contractor General Unused 4/8/1983 3/8/1990 Archived Business Owner Information Name Role Effective Date Expiration Date ADATTO, RICHARD President 01/01/1980 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 4 CBIC SA9863 03/08/2002 Until Cancelled $12,000.00 01/29/2002 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 12 Ohio Cas Ins Co BK050714200 03/08/2013 03/08/2014 $1,000,000.0002 /19/2013 11 WEST AMERICAN INS CO BKW50714200 03/08/2011 03/08/2014 $1,000,000.0002 /19/2013 10 OHIO CASUALTY GROUP BK050714200 03/08/2010 03/08/2011 $1,000,000.00 03/03/2010 9 OHIO CASUALTY GROUP BK050714200 03/08/2009 03/08/2010 $1,000,000.0003 /12/2009 8 OHIO CAS INS BK050714200 03/08/2004 03/08/2009 $1,000,000.0003 /08/2008 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 Infractions /Citations Information No records found for the previous 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 06/17/2013 L O Q) 01 O Q O 0 FILLIct_y W � .O in Z ce W.� n ir,-). 0S noD 8 1- 0. GENERAL STRUCTURA W Z VICINITY MAP & PROJECT NO. 12- 0038 -04 PERMIT SET REVISIONS : DRAWN BY : General Structural Notes DATE: 11/07/2012 COMPUTER FILE : SCALE: (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS.) CRITERIA. RENOVATION: 1. THIS STRUCTURE DOES NOT CONFORM TO PRESENT EARTHQUAKE CODE REQUIREMENTS. IT HAS BEEN VOLUNTARILY STRENGTHENED IN 14, DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED ACCORDANCE WITH SECTION 1613 OF THE INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2009 EDRION. TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DRIWNG, WHERE USED, SHALL NOT CUT EXISTING REINFORCING. DEMOLITION B S S 2, THIS PROJECT IS INTENDED TO STRENGTHEN THE OUT -OF -PLANE LOAD PATH BETWEEN THE EXTERIOR CONCRETE T1LT -UP WALL PANELS DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE D(IS11NG STRUCTURE..... LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF AND 20 PSF AT ROOFS. AND THE ROOF DIAPHRAGMS ONLY THE PROJECT IS A VOLUNTARY PARTIAL SEISMIC UPGRADE AND IS WITHIN CURRENT PRACTICE FOR STRENGTHENING OF EXISTING BUILDINGS OF THIS AGE AND TYPE, ALL ASPECTS OF THE BUILDING ARE NOT INTENDED TO COMPLY WITH CURRENT CODE REQUIREMENTS. THE EARTHQUAKE PERFORMANCE OBJECTIVE OF THE DESIGN IS SUBSTANTIAL LIFE- SAFETY IN ACCORDANCE 15. CONTRACTOR SHALL CHECK FOR DRY ROT, SPLITTING, CHECKING AND EXISTING DAMAGE AT ALL EXISTING WOOD FRAMING MEMBERS IN AREA WITH ASCE -31 "SEISMIC EVALUATION OF EXISTING BUILDINGS ", OF WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER. 1 DESIGN LOADING CRITERIA: 16. IF HOLE IN CONCRETE WALL SHOULD COMPLETELY PENETRATE THE WALL, THE CONTRACTOR IS RESPONSIBLE FOR FILLING, PATCHING AND PAINTING THE HOLE TO MATCH EXISTING CONDITIONS. OCCUPANCY CATEGORY (IBC TABLE 1604.5) II ROOF LIVE LOAD 25 PSF (IS = 1D) STRUCTURAL STEEL ' at. �r pihi" r" .,..,h,: A.. �. EARTHQUAKE ASCE -31 17, STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND. SS = 1.382, S1 = 0.472, SDS = 0.921, SD1 = 0.481, CODES: I E = 1.0, SITE CLASS = D SEISMIC DESIGN CATEGORY D (IBC) 1. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS AND PLASTIC DESIGN, OR LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION' FOR STRUCTURAL STEEL BUILDINGS. 4, ALL NEW MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2009 EDITION. 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, ADOPTED MARCH 18, 2005. IN REFERENCE TO SECTIONS 3.1.2 AND 4.4.1, THE CONTRACT DOCUMENTS (DESIGN DRAWINGS) SHOW COMPLETE CONNECTION DETAILS ( ) 5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL FOR ALL MEMBERS EXCEPT THOSE NOTED TO BE DESIGN -BUILD ITEMS, ALTERNATE CONNECTION DETAILS: REQUESTED BY THE DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED, THE FABRICATOR SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL A REQUEST FOR INFORMATION PRIOR VIA Q EST F R INF RMAT1 N RFl PRI R TO EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED EITHER ON SITE OBSERVATION, ORIGINAL DRAWINGS OR WERE ASSUMED BASED ON EXPECTED CONDITIONS. IF THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE CONDf11ONS SHOWN ON THE DRAWINGS, OR IF THE COMPLETION OF SHOP DRAWINGS. ( ) DUSTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE ENGINEER PRIOR TO COMMENCING ANY WORK. IN REFERENCE TO SECTION 11.6, FABRICATOR SHALL ALSO REVIEW PROJECT SPECIFICATIONS AND OWNER REPRESENTATNEURAL DRAWINGS TO DETERMINE PAINTING AND GALVANIZING REQUIREMENTS. MEMBERS EMBEDDED IN CONCRETE, MASONRY OR TO RECEIVE 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL ..CONNECTIONS SPRAY -ON FIREPROOFING SHALL NOT BE PAINTED. DO NOT PAINT OR GALVANIZE AREAS OF PIECES TO BE FIELD WELDED, OR REMOVE HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS. PAINT AND GALVANIZING IN FIELD PRIOR TO WELDING. IN REFERENCE TO SECTION 13, IN THE EVENT OF DISCREPANCIES BETWEEN DESIGN DRAWINGS AND SPECIFICATIONS, THE DESIGN 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES DRAWINGS GOVERN.'61"VA REQUIRED FOR COMPLETION OF THE WORK. IN REFERENCE TO SECTION 4.1, THE FABRICATOR SHALL NOT ASSUME BID PACKAGES CONSTITUTE RELEASING THE DRAWINGS FOR 8. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER REPRESENTATIVE AND STRUCTURAL ENGINEER FOR CONSTRUCTION WITHOUT EXPLICIT DIRECTION TO DO SO BY THE OWNER. APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT, 18. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: 9. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF TYPE OF MEMBER ASTM SPECIFICATION Fy SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE OWNER REPRESENTATIVE AND THE STRUCTURAL ENGINEER. A. PLATES, ANGLES, CHANNELS, AND RODS A36 36 KSI B. CONNECTION BOLTS (3/4" ROUND, UON) A307 10. SHOP DRAWINGS FOR STRUCTURAL STEEL AND ENGINEERED WOOD PRODUCTS SHALL BE SUBMITTED TO THE OWNER REPRESENTATIVE AND C. THREADED RODS FOR EPDXY GROUTED CONNECTIONS A36 OR A307 (GRADE C) 36 KSI STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 19. DIMENSIONAL TOLERANCE FOR STRUCTURAL STEEL MEMBERS SHALL BE PER THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, SECTION 6.4 AND ASTM SPECIFICATION A6. S HOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE CITY OF TUKWILA BUILDING DEPARTMENT IN ACCORDANCE WITH BUILDING DEPARTMENT 20. HOLE SIZES IN STEEL MEMBERS FOR CONNECTIONS TO CONCRETE SHALL BE GREATER THAN THE NOMINAL BOLT DIAMETER BY 1/16" FOR REQUIREMENTS AT THE TIME OF CONSTRUCTION. CAST -IN- PLACE ANCHOR BOLTS, 1/16" FOR EXPANSION BOLTS, AND 1/8" FOR EPDXY GROUTED BOLTS. USE OF LARGER HOLES WOULD 11. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE REQUIRE THE USE OF WELDED PLATE WASHERS AND WOULD REQUIRE PRIOR APPROVAL BY THE STRUCTURAL ENGINEER. FOR EPDXY VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. GROUTED INSTALLATIONS, GAPS BETWEEN BOLTS AND HOLES IN STEEL MEMBER SHALL BE FILLED SOLID WITH EPDXY PRIOR TO NUT AND SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE SHALL BE MARKED AND RETURNED. WASHER INSTALLATION. 21. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY USING E70XX ELECTRODES. ONLY PREQUAIJFlED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED DO NOT PAINT OR GALVANIZE AREAS OF THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF PIECES TO BE FIELD WELDED, OR REMOVE PAINT AND GALVANIZING IN FIELD PRIOR TO WELDING. DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER 22. NO FIELD WELDING PERMITTED WITHOUT WRITTEN APPROVAL OF THE OWNERS REPRESENTATIVE. PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. WOOD: �. �"� .� � ' Ng ` PI IF _... IIIIIIIMIIIP '' *.,.L """ Tf .. - IV ' ' . -A, + "� "4. z : �:.�� = 4 �: �� >. t . {� �` t�fs frh {�; :tip � �'" �. . L s E S PARATE PERMIT REQUIRED FO►P�. ELeatrlcalRt I Piping :� ''') = ` .� as City of Tukwila BUILDING DIVISION ;: 04,01 : LY REVISIONS ages h � 6 o � 4 rk without al mac�Q to the scope of > � k ila Building prior approval of Tukwila 6uiiding ©ivision. NOT : i revisions will require a new plan submittal and may include additional plan review fees. SITE PLAN 4 N.T.S. / . :� 1 4 r•- ..... REVIEWED FOR CODE COMPLIANCE APPROVED DEC 1 7 2012 •T`SB iti - City of Tukwila BUILDING DIVISION 23. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING SPECIAL INSPECTIONS: RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: 12. STATEMENT OF SPECIAL INSPECTIONS STRUCTURAL ITEMS (SEISMIC DESIGN CATEGORY D): JOISTS: (2x MEMBERS) HEM -FIR NO, 1 DEF1NRIONS: MINIMUM BASIC DESIGN STRESS, Fb = 975 PSI, Fv = 150 PSI THE SEISMIC LATERAL FORCE- RESISTING SYSTEMS FOR THIS STRUCTURE CONSISTS PRIMARILY OF THE EXISTING CONCRETE WALL PANELS (3x AND 4x MEMBERS) HEM -FIR NO. 1 AND THE WOOD FRAMED ROOF DIAPHRAGMS INDICATED ON THE DRAWINGS. MINIMUM BASIC DESIGN STRESS, Fb = 975 PSI, Fv = 150 PSI SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY THE OWNER APPOINTED INSPECTION AGENCY IN ACCORDANCE WITH 24. ENGINEERED LUMBER: EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE CHAPTER 17 OF THE IBC WITH REPORTS PER IBC SECTION 1704.1.2 SUBMITTED TO THE OWNER, OWNER REPRESENTATIVE, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL FOR EACH DAY SPECIAL INSPECTIONS OR TESTING IS PERFORMED. THESE APPROVED ADHESIVE. ICC -ES REPORT NUMBER, AND THE QUALITY CONTROL AGENCY. ALL MEMBERS SHALL BE MANUFACTURED WITH AN INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS SPECIFIED IN IBC SECTION 110. SEE TABLES BELOW FOR ADDfl1ONAL INFORMATION. ITEMS SPECIAL INSPECTION FREQUENCY IBC REFERENCE PARALAM LUMBER (PSL): Fb = 2,900 PSI, E = 2,000 KSI, Fv = 290 PSI WOOD MICROLAM LUMBER (LVL): Fb = 2,600 PSI, E = 1,900 KSI, Fv = 285 PSI FILE COPY �" COPY Permit No. kil WI re'llieW approval is subject to errors and omissions. r'•; {; fie 4T construction documents does not 8UthC' Z3 ' ' , Utu ! °� of any �° code or ordinance. Receipt i�r°V8d Field l &id C�0�1di0f1S IS al>+INDW18 us By FASTENERS. BOLTS. STRAPS PERIODIC FOR CONNECTIONS OF ALL 1707,3 & 1706.2 25. ALL PRESSURE- TREATED (P.T.) WOOD MEMBERS SPECIFIED ON THE DRAWINGS THAT OCCUR ABOVE GROUND AND CONTINUOUSLY PROTECTED HOLDOWNS. ETC. MEMBERS OF THE SEISMIC AND WIND FROM MOISTURE (INTERIOR LOCATIONS) SHALL BE PRESSURE - TREATED WITH DOT SODIUM BORATE (SBX) WITHOUT NaSi02. AT LOCATIONS RESISTING SYSTEM INCLUDING DIAPHRAGMS, PERMANENTLY EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND, WOOD MEMBERS SHALL BE PRESSURE- TREATED WM-I COPPER SHEAR WALLS, STRUTS, & HOLDOWNS AZOLE CA -B (HEM -FIR ONLY), OR ALKALINE COPPER QUAT (ACQ -C FOR DOUGLAS -FIR, OR ACQ -D FOR HEM -FIR) PRESERVATIVES UNLESS OTHERWISE NOTED. AMMONIACAL COPPER ZINC ARSENATE (ACZA) PRESERVATIVE, OR OTHER PRESERVATIVES WITH AMMONIA CARRIERS, SHALL EPDXY GROUTED RODS OR REBAR NOT BE USED �7 'K. �: Y" �P PERIODIC INCLUDING INSPECTION OF TABLE 1704.4, ITEM 4 SEE GENERAL STRUCTURAL NOTES 26 AND 29 FOR MATERIAL REQUIREMENTS OF CONNECTORS AND FASTENERS IN CONTACT WITH EMBEDMENT DEPTH AND HOLE PRESSURE- TREATED MEMBERS. CLEANLINESS PRIOR TO ALL 26. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR INSTALLATIONS CATALOG NO. C -2011. ALTERNATE CONNECTORS CONFORMING TO IBC SECTION 1715 MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. A CURRENT ICC -ES REPORT AND A LIST STATING THE ITEM -FOR -ITEM SUBSTITUTION MUST BE SUBMITTED TO PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT THE WORK THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING COSTS REQUIREING SPECIAL INSPECTION IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, RELATING TO REVIEW AND /OR RE- DESIGN TO ACCOMMODATE PROPOSED SUBSTITUTIONS. INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT 1WO MEMBERS, CENTER STRAP ON JOINT AND INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY STRUCTURAL OBSERVATION PER IBC SECTION 1710 WILL BE PERFORMED BY THE STRUCTURAL ENGINEER -OF- RECORD DURING CONSTRUCTION MANUFACTURER, WITH EQUAL NUMBER AND SIZE OF FASTENERS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO , City Of "Tukwila BUILDING DIVISION 1 5 19 - SHEET INDEX: AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION CONSISTS OF ASTM A307. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL SHIMS SHALL BE VISUAL OBSERVATION FOR GENERAL CONFORMACE TO THE CONSTRUCTION DOCUMENTS AND DOES NOT INCLUDE OR WAIVE THE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL TIMBER JOISTS AND MULTIPLE JOIST BEAMS SHALL RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY SECTIONS 108, 1704, OR OTHER SECTIONS OF THE IBC. BE CONNECTED TO FLUSH BEAMS WITH "HUN SERIES JOIST HANGERS, UNLESS OTHERWISE NOTED. ALL TIMBER CONNECTORS IN CONTACT WffH PRESSURE - TREATED WOOD THAT USES PRESERVATIVE CHEMICALS OTHER THAN DOT SODIUM ANCHORAGE: BORATE (SBX) WITHOUT NaSi02 SHALL BE MANUFACTURED FROM ZMAX STEEL BY SIMPSON (G185 STEEL PER ASTM A653), OR TYPE 304 S1.1 GENERAL STRUCTURAL NOTES, SITE MAP & SHEET INDEX OR 316 STAINLESS STEEL ALTERNATIVELY, 13. EPDXY- GROUTED RODS TO CONCRETE SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH " SET -XP ADHESIVE" AS MANUFACTURED BY CONNECTORS CAN BE POST HOT DIP GALVANIZED PER ASTM A123 OR MECHANICALLY GALVANIZED PER ASTM 8695, CLASS 55 OR GREATER, STAINLESS STEEL FASTENERS SHALL BE USED WITH STAINLESS STEEL CONNECTORS, SIMPSON STRONG -TIE COMPANY, INC. INSTALL IN STRICT ACCORDANCE WITH ICC -ES REPORT NO 2508, INCLUDING MINIMUM EMBEDMENT AND HOT DIP GALVANIZED FASTENERS PER ASTM A153 SHALL BE USED WITH GALVANIZED CONNECTORS. REQUIREMENTS OR "HIT-RE- 500 -SD" AS MANUFACTURED BY HILT1 CORPORATION AND INSTALLED IN STRICT ACCORDANCE WITH ICC -ES REPORT NO 2322, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR 27. ALL WOOD DETAILS SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC. MINIMUM NAILING SHALL CONFORM TO IBC TABLE REVIEW WITH ICC -ES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, SUBSTITUTIONS SHALL MEET ICC -ES 2304.9.1 OR CURRENT ICC -ES REPORT NER -272. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH OWNER REPRESENTATIVE ACCEPTANCE CRITERIA AC308. SPECIAL INSPECTION OF EPDXY - GROUTED ANCHOR INSTALLATION IS REQUIRED. NOTIFY ENGINEER IF BOLT AND STRUCTURAL ENGINEER. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD, LOCATIONS CONFLICT WITH REINFORCING STEEL - DO NOT CUT REINFORCING OR REDUCE EMBEDMENT DEPTHS WITHOUT PRIOR APPROVAL. INSTALLATION OF LAG SCREWS SHALL CONFORM TO 2005 NDS SECTION 11,1.3 AND INSTALLATION OF BOLTS SHALL CONFORM TO NDS INSTALL IN STRICT ACCORDANCE WffH ICC -ES REPORT NO 2508 OR 2322 WHERE A TORQUE TEST IS REQUIRED. SECTION 11.1.2. UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING EMBEDMENT DEPTHS FOR ANCHORS AT CONCRETE: 28. ALL NAILS SPECIFIED ON THE DRAWINGS WERE DESIGNED TO BE COMMON NAILS. MINIMUM NAIL DIAMETER AND LENGTH SHALL BE AS FOLLOWS: 1/2" DIAMETER ROD 4" 10d 0.148" X 3" 5/8" DIAMETER ROD 4" 16d 0.162" X 3 -1/2" 3/4" DIAMETER ROD 6" 7/8" DIAMETER ROD 6" 29. ALL TIMBER FASTENERS IN CONTACT WITH WOOD TREATED WITH ONE OF THE APPROVED PRESERVATIVE CHEMICALS LISTED IN THE NOTES ABOVE, OTHER THAN DOT SODIUM BORATE (SBX) WITHOUT NaSi02, SHALL BE POST HOT DIP GALVANIZED PER ASTM A153. 30. WOOD GLUE SHALL CONSIST OF T -88 STRUCTURAL EPDXY ADHESIVE BY SYSTEM THREE RESINS, INC, INSTALLED PER THE MANUFACTURERS SPECIFICATIONS, ALL SURFACES MUST BE CLEAN AND FREE FROM DEBRIS PRIOR TO APPLICATION. 18 S2.T1 S2.T2 53.1 qb PARTIAL ROOF FRAMING PLAN - BUILDING T PARTIAL ROOF FRAMING PLAN - BUILDING T DETAILS RECEIVED CITY OF TUKWILA DEC 0 % 2012 PERMIT CENTER 1 12,,a, ... -6 86 20 L O Q) 01 O Q O 0 FILLIct_y W � .O in Z ce W.� n ir,-). 0S noD 8 1- 0. GENERAL STRUCTURA W Z VICINITY MAP & PROJECT NO. 12- 0038 -04 PERMIT SET REVISIONS : DRAWN BY : LMH DATE: 11/07/2012 COMPUTER FILE : SCALE: NONE Q <<1<<K‹ g SHEET NO. S1.1 1 OF : 11 DRAWN BY : LMH DATE: 11/07/2012 COMPUTER FILE : SCALE: NONE SHEET NO. S1.1 1 OF : 11 3/S3.1 50' -0" 50' -0" 50' -0" 50' -0" 50' -O" 607' -0" 50' -0" 4/S3.1 0 8' -0 "oc 10/S3.1 O 16' -0 "oc COL UNE B EXIST. 6 3/4 x 2 1/2 GL EXIS-. 6 3/4 x 21 GL EXIST. 3/4 x GL JIST. 6 3/4 x 24 L AT GLB TYP. EXIST. 2x4 O 24 "oc EXIST. 2x4 O 24 "oc \` 5/S3.1 �► 4' -0 "oc TYP. EXIST. 8 LI L 3/4 GL. IST.63/4x31 1/2 GL EXIST. 6 3/4 x 31 1/2 GL EXIST. 6 3/4 x 33 GL DO T DO DO EXIST. 6 3/4 x 21 GL EXIST. 6 3/4 x 31 1/2 GL 10/S3.1 O 32' -0 "oc COL UNE D TO F DO 10/S3.1 ® 32' -0 "oc COL UNE D OF 4/S3.1 0 8' -0 "oc DST. 6 3/4 x 22 1/2 GL I Ii 10/S3.1 ® 32' -0"oc COL UNE D TO F EXIST. 6 3/4 x 31 1/2 GL 10/S3.1 ® 16' -0 "oc COL UNE G EXIST. 6 3/4 x 33 GL EXIST. 6 3/4 x 21 GL DO ii DO EXIST. 6 3/4 x 21 GL 50' -0" 50' -0" 5f XI T. E EXIST. 6 3/4 x 31 1/2 GL 9/S3.1 LINES 1 3/4 x TYP. TO 12 22 1/ 9/S3.1 TYP. LINES 1 TO 12 EXIST. 6 3/4 x 21 GL 9/S3.1 TYP. UNES 1 TO 12 DO G IST.634x33 3L 1 EXIST. 6 3/4 x 31 1/2 GL EXIST. 6 3t EXISL.� ii EXIST. 6 3/4 x 31 1/2 GL EXIST. 6 3/4 x 33 GL 9/S3.1 TYP. LINES 1 TO 12 EXIST. 6 3/4 x 31 1/2 GL 9/S3.1 TYP. UNES 1 TO 12 EXIST. 6 3/4 x 21 GL EXIST. 6 3/4 x 31 1/2 GL EXIST. 6 3/4 x 33 GL I EXIST. 6 2/S3.1 0 8' -0"oc TYP. ACROSS FIRST (2) PURUNS 4/S3.1 , ® 8' -0 "oc BUILDING T PARTIAL FRAMING PLAN SCALE: 1/16" = 1' -0" tt138&0 REVIEWED FOR ;:CODE COMPLIANCE .,F t • APPROVED. DEC 17 2012 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 7 2012 PEh: fsiB ( ICJ /Er. r i M M) '41 irl I.▪ ** z vi a � z cTi o z o F ce J c§ c N 1N- 'pNO, 3 O N fr Cw 2 p 0 Nm u ELod, amain a CL ROOF FRAMING PLAN BUILDING T1 PROJECT NO. 12- 0038 -04 PERMIT SET REVISIONS : DRAWN BY : LMH DATE: 11/07/2012 COMPUTER FILE : SCALE: NOTED SHEET NO. S2.T1 9 OF: 11 50' –O" 50' -O" 50' -0" 33' -0" 33' -0" < 4/S3.1 < TYP. EXIST. 6 3, 4 x 33 GL EXIST. 6 3/4 x 31 1/2 GL � DO EXIST. 6 3/4 x 31 1/2 GL 11 EXIST. 6 3/4 x 33 GL 1 IST. 6 3 x 22 1/2 GL EXIST. 6 3/4 x 21 GL 9/S3.1 TYP. LINES 1 TO 12 EXIST. 6 3/4 x 33 GL 10/S3.1 O 16' -O"oc COL LINE B 9/S3.1 TYP. UNES 1 TO 12 EXIST. 6 3/4 x 31 1/2 GL 10/S3.1 O 32' -0 "oc COL LINE D TO F _L DO EXIST. 6 3/4 x 21 GL 9/S3.1 TYP. LINES 1 TO 12 DO 10/S3.1 O 32' -0"oc COL LINE D TO F i EXIST. 11 T 3/4 x 09 M M CO 8 GL DO EXIST 6 3/4 J 25 1/2 EXIST. 6 3/4 x 24 GL {, V- \ti 9/S3.1- TYP. UNES 12 TO 14 9/S3.1 TYP. LINES 1 TO 12 EXIST. 6 3/4 x 31 1/2 GL 10/S3.1 O 32' -O"oc COL LINE D TO F 9/S3.1 TYP. UNES 1 TO 12 EXIST. 6 3/4 x 33 GL 1 O /S3.1 • 16' —O"oc COL LINE G 10' -0' DO N DO DO 0 I 00 w ri5 EXIST. 6 3/4 25 1/. 00 Z5 EXIST. 6 3/4 x 18 GL 11 t4 EXIST. 6 3/4 x 24 a 1 GL 10/S3.1 EXIST. 4x16 EXIST. 634 x 24 GL —J C9 M CO EXIST. 6 3/4 x 25 1 /2 GL 11 0 a 10 S3.L 1 co mr t4 EXIST. 6 3/4 x 24a A 810A3.1 l M • -1 • °° • ri5 EXIST. 6 3/4 x 25 1/2 a 4/S3.1 EXIST. 4x16 4/S3.1 EXIST. 4x16 44 4/S3.1 EXIST. 4x16 ao "o 10/S3.1 0 0 Z5 4/S3.1 EXIST. 4x16 ot■ 4/S3.1 3/S3.1 , 0 GLB TYP. BUILDING T PARTIAL FRAMING PLAN SCALE: 1/16" = 1' -O" 4/33.1 0 8' -0"oc 2/S3.1 0 8' -O"oc TYP. ACROSS FIRST (2) PURIJNS 5/S3.1 0 4 –0"oc TYP. REVIEWED FOR CODE COMPLIANCE DEC 17 2012 ' ` City of Tukwila BUILDING DIVISIO N RECEIVED CITY OF TUKWILA DEC 0 7 2012 PERMIT CENTER dig= 3s(0 L- 0 0¢ O eL v) g W W � cn a c.n W� v U .. - p O I- Ci ``O U 0 a Q IZ ROOF FRAMING PLAN BUILDING T PROJECT NO. 12- 0038 -04 PERMIT SET REVISIONS : DRAWN BY : LMH DATE: 11/07/2012 COMPUTER FILE : SCALE: NOTED DATE 1111111 z SHEET NO, S2.T2 10 OF: 11 DRAWN BY : LMH DATE: 11/07/2012 COMPUTER FILE : SCALE: NOTED SHEET NO, S2.T2 10 OF: 11 EXIST. ROOF SHEATHING HD3B 0 8' -0 "oc MAX. W/ % "O ROD. PLACE ON SAME 2x4 SUB - PURLIN AS WALL ANCHOR 0 0 EXIST. 2x4 DETAIL 4a. 2x4 SISTERED W/ 16d NAILS 0 6 "oc SCALE: 1"=1'-0" 0 0 • EXIST. 2x4 2x12 WHERE REQD. PER DETAIL 1 EXIST. ROOF SHEATHING HD5B PER PLAN C3 W 0 0 0 v d dr EXIST. BEAM PER PLAN SCALE: 1 " =1' -0" EXIST. CONCRETE WALL 3 0 EXIST. ROOF SHEATHING 0 0 EXIST. 4x SCALE: 1"=1' —0" HOLDOWN 0 8' -0 "oc PER PLAN NOTE: DETAIL 2A: HD5B DETAIL 2B: HD9B EXIST. CONCRETE WALL d. z EXIST. TOP It EXIST. ROOF SHEATHING 2x12 & 2x8 SISTERED TO EXIST. 2x4 W/ 16d NAILS 0 4 "oc STAGGERED & LPT4 ® 2' -0 "oc, LUS214 -2 EA. END 16d 0 4 "oc 16d 0 4 "oc 2x12 SCALE: 1"=1'-0" �E A —A EXIST. TOP R • i • • • • 0 0 • d. HD3B HOLDOWN 4' —O "oc PER PLAN EXIST. CONCRETE WALL EXIST. 2x4 LPT4 0 2' —O "oc 2x8 int Z_ a 6 NOTCH 2x12 AS REQ'D HD5B HOLDOWN 0 4' -0" PER PLAN • • • 2x12 & 2x8 SISTERED TO EXIST. 2x4 W/ 16d NAILS 3 "oc STAGERED & LPT4 0 2' —O "oc 16d04 "oc 16d 0 4 "oc 2x12 SCALE: 1"=11-0" li 1111 Er A —A 2' -0" A —A EXIST. TRUSS 0 4' -0 "oc EXIST. 2x4 LPT4 0 2' -0 "oc 2x8 d • 4 EXIST. CONCRETE WALL EXIST. TRUSS 0 4' -0 "oc EXIST. ROOF SHEATHING 0 S" o �•••••••.. NOTE: 1. WHERE EXIST. ANCHOR IS LOCATED, MOVE TO OPP. SIDE OF TRUSS. HTT4 W/ (18)10d NAILS 0 4' -0 "oc PER PLAN 2. DETAIL 8A: USE HTT4 ADDED NUT ON WALL EA. SIDE 0 8' -0 "oc SIDE OF HOLDOWN SCALE: 1 " =1' —O" EXIST. CONCRETE WALL 8 &8A HSTR3 EA. SIDE IJ �o 0 0 0 0 01 EXIST. GL SCALE: 1"=1' —0" EXIST. GL EXIST. EXIST. PURLIN PLAN EXIST. GL BEAM ELEVATION HD9B EA. SIDE W/ "O ROD SCALE: 1"=1'-0" PLAN 10 11 12 SCALE: 1"=11-0" HD3B EA. SIDE (4 REQD.) 0 24'oc 0 2x8 x 4' —O" SISTERED TO EA. SIDE OF TRUSS W/ 16d NAILS 0 3 "oc 0 14 EXIST. ROOF SHEATHING EXIST. 2x4 0 4' -0 "oc SCALE: 1"=1'-0" ST2115 W/ (10) 16d NAILS EXIST. TRUSS 15 16 17 18 HOLDOWN SCHEDULE HOLDOWN WOOD CONNECTION WALL ANCHOR CONTINUITY TIE ALTERNATE CONNECTION2 HD3B (2) 5/8" DIA. 5/8" DIA. (EMBED 4 ") 5/8" DIA. T2 -24 PAIRED HD5B (2) 3/4" DIA. 5/8" DIA. (EMBED 4 ") 5/8" DIA. T2 -24 PAIRED HD7B (3) 3/4" DIA. 7/8" DIA. (EMBED 6 ") 7/8" DIA. T2 -44 PAIRED HD9B (3) 3/4" DIA. 7/8" DIA. (EMBED 6 ") 7/8" DIA. T2 -44 PAIRED HTT4 (18) 10d NAILS 5/8" DIA. (EMBED 4 ") 5/8" DIA. T2 -24 PAIRED HCSTR3 _ — (3)3/84" DIA. EA. SIDE T2 -46 PAIRED NOTE: 1. WALL ANCHOR MAY BE EPDXY GROUTED PER GENERAL NOTES. 2. ZONE FOUR HARDWARE REVIEWED FOR CODE COMPLIANCE APPROVED DEC 17 2012 City ofTukwiia BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 7 2012 PERMIT CENTER l 20 M C3 a:LI: w z a o 0 C h I— 'p N O� M .C11 5 0 N w �x0 u nab U Vl O 4-- N -a o CL c p Et j LF7.3 < - 0 44 O - c O 0 U � V) W PROJECT NO. 12- 0038 -04 PERMIT SET REVISIONS : . DATE: 11/07/2012 COMPUTER FILE : SCALE: NOTED DATE g <<<<<< DRAWN BY : LMH DATE: 11/07/2012 COMPUTER FILE : SCALE: NOTED SHEET NO. S3.1 11 OF: 11