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Permit D02-358 - CROWN CORK AND SEAL - 2 OFFICES
Oas D02-358 Crown Cork and Seal • 18340 Segale Pk Dr B -, - . 7.�r .. ti W � ^ , 1 C ity of Tukw Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 , DEVELOPMENT PERMIT s z Parcel No.: 3523049119 Permit Number: D02 -358 , = z I Address: 18340 SEGALE PARK DR B TUKW Issue Date: 12/11/2002 re 2 Suite No: Permit Expires On: 06/09/2003 -J U 0O cA 0 . Tenant: W = Name: CROWN CORK AND SEAL i Address: 18340 SEGALE PARK DR B, TUKWILA WA co u w 0 Owner: r Name: LA PIANTA LLC Phone: 5 Address: PO BOX 88028, TUKWILA WA N I CI i _.w Contact Person: 2 Name: BARRY BENNETT Phone: 206 396 -2012 H ~ O Address: P.O. BOX 88028, TUKWILA, WA Z 1- w La s Contractor: D p Name: LA PIANTA LLC Phone: 206 - 575 -7000 0 ! 0 Address: PO BOX 88028, TUKWILA WA Contractor License No: LAPIAL *008J8 Expiration Date: 04/01/2004 .= w ~ F- f DESCRIPTION OF WORK: u ' O CONSTRUCT 2 NEW OFFICES ui Z U = . 0 z Value of Construction: $8,322.00 Fees Collected: $280.46 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0016 Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N . Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N ; Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N '`.;z ,, Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use N 'l;,f,.I `$` Water Main Extension: N Private: N Public: N +� Water Meter: , ar �, Channelization / Striping: i ** Continued Next Page * *;,'' x doc: Devperm D02 -358 Printed: 12 -11 -2002 ` x ''`46. .,,.. .y. .,,... 5..7'wY 4.. r. b,r+ a:,a..d:. ,:, '' ..1. -. ...,.,. n MIktlMO4 • - sunw. u ». a w ,....o.w.v., ,.,..,.... .... .... .,... ......, . .:............ w .. r ...,,.....,. ,. ........._ ,....- ,....- ...,- ..._ „......... ..... _._............. ■ \4F 1 ti s 4 :;! 1 Cit of 1 kl Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1 I Permit Center Authorized Signature: - �:0:.Ca_ ,may' z 1 g �� 1k � � Date: , ;i Z. W 1 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 I ordinances governing this work will be complied with, whether specified herein or not. _i c N p : The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws co w regulating construction or the performance of work. I am authorized to sign and obtain this development permit. -I H U) u_ I Signature: Date: /3// _ w0 i I IL 4 Print Name: 3 N d Z, , & ..— / 1 //1/6 - 72 – ' fit//(/ _ LU i This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is z = H 1. suspended or abandoned for a period of 180 days from the last inspection. i- p Z ir- 2 D = p C.) p —. CI - W w E- H .. Z W CO H 0 . Z j 1 I I I 1 I - -.. 1 i il , x $' Xr 20.2 � i s : „1e doc: Devperm D02 -358 Printed: 12 -11- 2002 "' r . /.. ACT ! City of Tukwila 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 3523049119 Permit Number: D02-358 Z Address: 18340 SEGALE PARK DR B TUKW Status: ISSUED Q g Suite No: Applied Date: 12/02/2002 ul 5 -1 U Tenant: CROWN CORK AND SEAL Issue Date: 12/11/2002 U 0 co 0 co 1: ** *BUILDING DEPARTMENT CONDITIONS * ** u 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. w O 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical 2 work will be inspected by that agency (206- 835 - 1111). g 5 4: All mechanical work shall be under separate permit issued by the City of Tukwila. N 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any = w construction. These documents are to be maintained and available until final inspection approval is granted. Z 6: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. O 7: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. a r~ 8: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 uj Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). U o 9: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be O construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any 01— other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this = U code shall be valid. 10: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform II z Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. u! 11: ** *FIRE DEPARTMENT CONDITIONS * ** U = 12: * * * EXITS * * * -UFC Article 12 p 13: No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC Z 1004.2.5.2.2) 14: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 15: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13 16: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 17: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler • systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 18: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80)a- p p Y �; �� ti 19: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance � t,,,, 4;.! #1900 and #1901) sr 20: ** *ELECTRICAL * ** UFC Article 85 - NPFA 70 - NEC ?W • 21: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) �. 22: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) 23: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth ? ,k� in Table No. 8 -B of the Uniform Building Code. (UBC 804.1) `' "" ' ; 24: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and �;�; '0,14•k '``r }eC qtr properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. , 25: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of doc: Conditions D02 -358 Printed: 12 -11 -2002 , V v I tev+.'n'u.ua+aA IriN/ DiCio�M4WV!'[•. ru.• rKR. r. Sn* ox.: w.. Wr w. a... r. wew..+.. oxw. .,,..,.,+....n......+w......... .. ... .. ... ,. . k. • . .... .. .. ........ .... .. ..... .. .. .... ............ ....•- ,»..ea<wa.. n..r.. a ......... .. .... ......... .. .. .. ., ., .. ... ..•.n r ... re s,r t+.,, r:1•a.wySSA'.L'MrMYh JT!I '' Gr :\ wwt w *.. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 such condition or violation. 26: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at f (206)575 -4407. • = r - ° 1 QQ J I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances co p governing this work will be complied with, whether specified herein or not. w = J F- The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws CO L1 regulating construction or the performance of work. W Q tL Q. Signature: �J / \) Date: 7 /// O a cis d 1 c V // W Print Name: *'?6Z"t .�/t/ p Z uj o I_ = W, F- U ~O . Z i v = o � z I Li El t i \ • 11 = � i `` 5 h fi> r• doc: Conditions D02 -358 Printed: 12 -11- 2002''`4? ' "4rrRi� r, • - - - . ' - __— -._ #W ""'w CITY OF TUI -VILA �- F OR STAFF USE ONLY ,, ( ) % Permit Center Project Number: . . 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 10 isoe�' (206) 431 - 3670 Permit Number: fir/ &SO Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: ...., Value of Construction: s, C -. rJLA. 6,,k e4 0d Sf•n. I vr-r DC Site Address: (� � City State /Zip: Tax Parcel Number: JSL-(c < Yjc 3 ; & Dr\ / ,�, l(■ 0'01 3ScR -/(9 Property Owner: Phone: GA / /a vt 7 / C< x 's? S - � ) ' Street Address: ? City State /Zip: Fax #: P,, c , �x Sg` $ /c4u / (: J' - aRE a De, - S 7S - (an Contractor: Phone: La • P7u\ i� Z : X-) - S7S - 3O )O Street Address: City State /Zip: Fax #: F,D- k FEAR u to (,till a/?>i a0G - s ?S - / & Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: 6' ' i A ee PS kW a� - 5aS -"1 (c0 z Street Address: c) City State /Zip: Fax #: = Z &�C) 5 fit) 1 ' l0 wA. /e N � +Ile 7� /r� moo( � - �,�,9J� In Contact Person: Phone: J /39PP• (' c r 396- a J 0 Street Address: City State /Zip: Fax #: co a F.0 x k -e-o;- k - 7;7i,- / (4(/ 9 P3 ' s -- /J: 7 (I) = J '. Description of work to be done: u) O C 0 1 4S4 Luc}' o9 1 /ACV 0 tC-6 W Q J Existing use: ❑ Retail El Restaurant ❑ Multi- family Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel © Office = a ❑ School /College /University ❑ Other I _ Z1- Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ® Warehouse ❑ Hospital I, O ❑ Church ❑ Manufacturing ❑ Motel /Hotel ® Office Z ~ W ❑ School /College /University ❑ Other U D Will there be a change of use? El yes ❑ no If yes, extent of change: (Attach additional sheet if necessary) O 22 CD ,-- Will there be rack storage? ❑ yes in no = U H P . Existing fire protection features: gl sprinklers ❑ automatic fire alarm 11 none ❑other (specify) �- O .. Z Building Square Feet: 3 e. /. '1'50 existing Area of Construction: (sq. ft.) / D cf2-' U CO Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ® no z (- Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC :. WORKS '. SITE/CIVIL .PLAN REVIEW: OF THE FOLLOWING: (Additional reviews maybe determined by Public Works Department) El Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public . r. ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ritea,,-4-7 ❑ Miscellaneous 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. ' LU . Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by ' -' the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. r Date application accepted: Date application expires: Applica n to en by: (initials) /t•t •oZ 64-Z-03 PLEASE SIGN BACK OF APPLICATION FORM � �"` � � ice•.. CTPERMIT.DOC 1/29/97 ' � �' _....._ .......... ........yaaocww.».w..,.,.a..•,. ..mow.,,., „,..:,,,....,.,:N.. ALL COMMERCIAUMULTI- F�%IILY TENANT IMPROVEMENT /AWRATION PERMIT APPLICATIONS �T BE SUBMITTED WITH THE FO WING: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, 5TRUOTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). 1 � Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of Q those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change cc 2 of use only) 11. Location and gross floor area of existing structure with dimensions and setback UO 1 2. Lowest finished floor elevation (if in flood control zone) co a 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- w 9). -J H • ta ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled L 0 ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of 5 any hazardous materials; dimensions of proposed tenant space. co = ❑ ❑ Vicinity Map showing location of site w z = ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack I-- O layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of w rack. Structural calculations are required for rack storage eight feet and over. 2 ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished • c i ❑ ❑ Construction details 01— w • w ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of p water supply to sprinkler vault with documentation from contractor stating supply line will meet or — z exceed sprinkler system design criteria as identified by the Fire Department. v rn ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ~ H z ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ El Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from'the property owner authorizing the agent to submit this permit application and ral& -1 obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT ! HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER r_, i PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: r _ , ; Signature: "z s-' Date: //A OM mob Print name: 1r • Phon , F x # nn ki 3 Pvi ✓te I_� d?'" ) . 3 6 v 27Jo� a � 7S , -/S Address ,� �� � Cit /State /Zi ��- - �� 1 �� 4/A 2b,dF rm. VIM 61 al CTPERMIT.DOC 1/29/97 raw a '.):' i .t . », n. 1 .:tt£ti ......, a.:F ...it'c... Mv,'i.h'..rM'n.a.n.... ..v?.Ai`w4M:.. +X•.Y Iwf ".4. n•xsr..._b* .._...». ... .. - .,\ �� Cit of Tukwi r 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i Z RECEIPT ,_ W 6m Parcel No.: 3523049119 Permit Number: D02 -358 U O ' Address: 18125 ANDOVER PK W TUKW Status: PENDING W 0 Suite No: Applied Date: 12/02/2002 w H Applicant: LA PIANTA LLC Issue Date: CO E- WO 2 Receipt No.: R020001662 Payment Amount: 280.46 g 5 a. Q N � Initials: SKS Payment Date: 12/02/2002 03:22 PM 1". d User 1D: 1165 Balance: $0.00 F-- W Z F.- Z F-- Payee: LAPIANTA LLC w W ? p U i O — . TRANSACTION LIST: CI— Type Method Description •= W Amount F Payment Check 042744 280.46 . LL I Z { , - O - Z ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000/322.100 167.25 PLAN CHECK - NONRES 000/345.830 108.71 STATE BUILDING SURCHARGE 000/386.904 4.50 , Total: 280.46 1 :S 7 r t � *- v 1 n*rnp 6.� , ,AM � yy%,r � i't.26iitC'I��F• ". Vl 1 WL sri: is s 2 5 T OTAL 200.46 ,, ' a �t7S �.,.io_ �7�.� r= t� �. doc: Receipt Printed: 12- 02 -2002 .. , ..,.e;:awt. ,....,:.: ..:......... :. wo.e.ww.....m .� uw. .aww...r...,w.._.. ..._.....__......... .. .. ... .. i • 4_ • '\ Z I ,- F- Z W , .:,r. . T INSPECTION REC( O + WI INSP N Retain a copy with permit `• a• (0 o E IO NO. PERMI t w fail CITY OF TUKWILA BUILDING DIVISION •/ 141//: 2 QQ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 LL Pr • ct: ,� Typ�f _ ,n' = d 1 l t � ��j GO -QA �1 Y IG „. _ A r ess: (/ Date Called. / Z I Pg Ins b {�_ � b4,, )/) 7/23 1- O Specie Instruction Date Wanted: Z F" I ij� /� 0 Requester: U I O 0 H N Ph ne No: �� 0 62 . ) (qt — .'e4 LLI La Hr- nrApproved per applicable codes. El Corrections required prior to approval. LL Z COMMENTS: U I•= Cl) �^ _ 6/ Sus enrcie/ I,;,v ° J Z — p /(M/ ' I y-tl ,r?/ O)rr, p 1f4E' rt c a..11w; ! "-----•\ \ (1,4,,,,, 1 `+ Inspect• Date: �% Ct ,.cj l ` 3 - ate' _AM I x ; . r, .00 REINSPECTION)FEE REQUIRED. rior to inspection, fee must be k •,,i .aid at 6300 Sout Blvd., Suite 1 0. Call to schedule reinspection. Op z; Receipt No.. 'Date: i :o7 '�?;, ��I?'" -r . r mss':,. , , .' F. ... - . ....i.:..•: *Y . ,: . .. ., .kv„.....,, ,, ,..„.. ,J - ... •,,,„,,:,SMi51, ;.F'h;4,;, + AR%41,GS 1 L.L iikk , ■ • Z HW 6 U VO ' , CO INSPECTION RECD f l _ W _ ,?- 0 ) R etain a copy with permit r ' ' F INSPECTION NO. ' N V- ` CITY OF TUKWILA BUILDING DIVISION � PERMI PERMIT 2 � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3 1 J `P,rpject: ' Type I specti / N lI /.c)/1 C OL k �� d 141S I a((Gy = d ess Date Called: 1 if (� Z 1 Q-e. Pe. (24 .. `?' Special Instructions Date Wanted: / i a.m. q 03 W w Requgst�r. D eVf# U to r Ph a No: ) O 39 (e -)7ii � C31— P W W • I V I— f- Approved per a licable codes. 0 Corrections required prior to approval. `T COMMENTS: LLI Z �_,.. U N I- I O I" :; Z t; ,, .. .. - tu t er f ;:ian � a 2 ' t.; I sp - tor: Date: za �. r , S , , f y l/ A C'.�..�$ L ,�"" / re T,f x , a" ) . r `I:' I 47.00 REINSPECT N FEE REQUIR . Prior to inspection, fee must be 'WA- ',y yr paid at 1300 Southcenter Blvd., Suit? 100. Call to schedule reinspection. Receipt No.: Date: 'rap li '' -A .n u.- -- . .... . ... . .. .. �i�ri,i,dl ,nP :10..0.4 WA � . .'. a �, :�' , ,.�a. ;r %�'r' ,��„ 5„ 7stti,l.� r.'��axaa.�u.�: n v :v icL •:. a S os iiktik a33 � ',. :rin : t441\,= ■ - , - ... - . \.c.r -I Z no Iii J U INSPECTION REC co 0 G Un I Retain a copy with permit . 7 3 D _ INSPECTION NO. PERMIT NO. N U. CITY OF TUKWILA BUILDING DIVISION W 0 I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 J 2 I Pr 'e C Type of Inspection: U. Q Se4( A s Date II •-;,4 3 = W ( H � � °rGle. R PrE 71 z 1. S p ecial Instructions Dat Wan ¢ i — /-51 D3 a. �. `p: • Z I– s Requetr: WW t/ D O I Phone No: UO CO , aoc, - Rrp -- . o W Approved per applicable codes. 0 Corrections required prior to approval. H W F U - - COMMENTS: - O L 'P(Awr ( A /c Ili Z ` O U co i Ca rr -ec - t M, s `- Ur) v✓ r i) vs-4 I _ oI • ' T irrA WI 1 h{ – GI Q r0 J c 1 I \ �J �r.Su\rt -1 t r. r — r' r V r'rJ . . [ , . .. . ! ., , • .� }gip- ,:,.„, „,.„,,:. , , i ?,,,, I "N''''''' �.i y y 't 1 j Inspecto . < I Date: 1 _ II -, . I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pl • �b t + paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ) ri`:N Receipt No.: Date: ,'sx i • . • ti .. a , j .. '” Y4', '.hv.fl <n..nl,...,_ ,,NI .3,I,„t,,,,et,4 ,,,, ,,,w.a,1,0,..?.. i:Ai,i Ate, t' ?,.^fi SSA 1'., • r _. .r ;\ ` z Q l-: , Z •d W 3 I 0 o `:..: INSPECTION RECD N W R a copy with permit NEM I ■ INSPECTION NO. PERMIT N97 N u _ CITY OF TUKWILA BUILDING DIVISION '• W o 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 Prdject: Type Mrrspection: u_ Q ( f A)K i /cr/G V .54V ft ril ti A es : Date Calle H d W , J, seyty6p/I-4-,A, --CV , I p ecial Instructions Date Want / a Requester: W 7 -'f 7 D o Phone No' o -51 - . -/7/f/ 0 1._ WW a Approved per applicable codes. corrections required prior to approval. F- H M. O COMMENTS: Z LOA n \ 1 Sh�'G( r Lt lG'��' 1 �lC i 1 I r�. : �-..? � r C> / I: C, -P I z � In� h -e r ,S �PSpvinc -e : 40 N v (IOW 1 ht = C 1, c nt1 r boll 5 ._ . 1 ) "C'- M 6 c \ 1 r 1 A J •2 1 ' P lX --i-P9 'e.c ..5 -.\ 1 k , I (2) F ravv 4 1^ r ' G\ 7 - a.. iot, Uc,-E- 0k . 1 ).as I etc1-r 31, _ i ov% ,,,) 1 I h1,„,. ) b`► � ro v `xcf n c ? i 1 7,--.-.i,„ ' \ , ` 1 S ^ vJ v\ . q4 O le\ e o ,s�, s c),...0( ,=,,„,,.., a ;; , s ( J 1 c. I r ` 100-6 - S•,.°( • I,00v,l( 1r∎ co 1)44-i -er h 0 k ; ;, }� " °s.. 1 M Inspector: t'" p �J� Date: 1-2,-1 `7 h . ...y 1 - El $47.00 REINSPECTION FEE REQUIRED. Pr ior to inspection, fee must be 1 j paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ; ', 4 ' 1S . L :.;,.-.. _... si ?ar .,_.._........ ...,._......... „,...• .._. ... .. _... ,.. ..s..... _._. ........... . � . v.,.... ...,..,_ .:..C....:;, - _ . . ✓ ,.., ,. ,.'a04.4 t."4,00iis..,,,..,1.„. (0,,,... ,,tt,,,. iifi.ki, :.k.,,, 1 . , .^— _ ., -. . , l :\ i .. . , t 1 'i?':' ?/' tVir"1"viit ' .:, �"'�.'m"- ,r �,"P ,"''R;'S"rj; n f 7,, ., 7= ', ,, t 77' • -\ t ....• _ -Jr �1lLA I , .. X1! &f` ..,, City of , 1 Vr• 1 f Tukwila Steven M. Mullet, Mayor <1 41e ; 0 ; t P AW I Fire Department Thomas P Keefe, Fire Chief 1908 z �z �w TUKWILA FIRE DEPARTMENT 6 U FINAL APPROVAL FORM U co W� Permit No. j - i r. - . _6 b cn a. 2 o u_ _-- N d Z f1 _ z_ Ij Project Name f , ''O - 'e.. -'/-t row re._ `''1 ZO �- ' `? # u Address �? y, :;r Ci �' /" (;' /�� ,�a Suite 2 o U co 0- 0 H Retain current inspection schedule . ' 0 ' LL . 0 Needs shift inspection „ z w 0 — _ v 0 H \ Approved without correction notice z Approved with correction notice issued Sprinklers: i Fire Alarm: Hood & Duct: I Halon: / . Monitor: Pre -Fire: Permits: R ' r {I rr ,,. ' le a ( }.. ( /./.6t,” I-,,,--72,-. /i 0 3 1 an ,,, i. .4,...,:. ., Authorized Signature Dat urt t: a., " 1 ,„ . „. ,g„,,,,,,,,„ FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 y,.; ; ,' � �!!yyt t p { Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 I ge , r , .. i -\ r - x. I 01/07/2003 08:48 2065751662 SEGALE BUS PARK PAGE 01/02 - --, �» . /0c Segale Business Park Phone: (206) 6754558 Fax: (208) 573-1662 • Cell: (200) 396 -1744 • RECEIVED Jfij\ ; 3 2003 BUILDING Z DEPARTMENT ,i- z c4 2 To: Jose Parada 1 ENW _ -From: Kevin Campbell JU . UO P23: (206) 522-6698 Papse, 2 co w J = Phone; (206) 525.7560 Date: 117103 cn u_ on j w Ray • Structural Clarifications ccr ,Barry 2 h w J LL ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply C'J Please Recycle N 3 I— _ Z Jose, here is an as built of the changed condition for detail "D ". Please confirm that • z 0 this is acceptable. Also I need conformation that it is acceptable to install the MSTI36 W W strap on the top side of the 4X12 beam to wall connection and that 2)'/." split drive 2 o anchors every 16" Is acceptable for intermediate anchors for the wall bottom plate. o cn 1 • Thank you w w . U Kevin Campbell o I ,V7T CftaD 1:4 D Willi E tSTil JCC MAD t O Z C AP��iT 2- : Ms - ;= sTMP D\1 . - . � As SAMS Y As A. iAn, 'IMS ALuAll Q0. � u ,:,�.'z I1� S1"1.1r pR1vE e._ 1 fo = 1- (Z) (2 ) x �"1to *11,t• . 1 ta, •41 C>713 1L '7 .*,, , 4 b... (.1 $ , 1 . . I• ' . -, ,k Al xi-sr _Car L AT. L oAlf , "�,r� '` 6 :N - '• x2 la '1 4-x)(.©z.5) - \ (i0oc>� ZOO • 4 i • '' ,"W, i 1 �,, 1 47 7 2co *'Jc.F 1 WIRES 7/26/ _ 1 >� h r . � 11 f, ' ra ` ; }�12.e 2.-- //42 ' PCI r -rZi v 6 Au te es & l ° 1 S At ctiv m . , qtito . " fi j• , t �f ,' <N�ff, , 01/07/03 TUE 08 :45 (TX /RX NO 92831 rn., j E/Z dQVd °YVVSO :14 Eo `•86992 S90Z `• MN S1133NIJN3 :A8 1N3S 27cla f' . ' /i:�F:i n .. .. "1: ., �. .t.. f.:, "(t�.� . , » .�, •:.t .u .. ' . t' +• • .o ' " 1 n! YYSM14xT '.RY1xxYMNtxrmsv+�brox.ww «. «v•• rw....rl.«.v. ..�n...' "S' ��.,�..wsr•. rv,•..+• •�.v.. ..�+:.. t f r---- b _.a4 , •• :— - • - - - -- fi r - • - • • .-4.r _ 01/07/2003 08:48 2085751862 ' EGALE BI. PARK PAGE 02/0'2 ' • iii- - L il I " MI ,Tai ..• :• h -_ _ A , -U.sr_ CONT. Tr T.i[ f a5 • E; 1S_ FAC£ OF !WC. 19 1 RECEIVED ;� W { • Q rL2 — rwrimin. PLAN. v_ ~O i U co ..-.— ... ___ :�i l � .. .. �•f— — Z I ; ii ; � ' , j .:,.., , - :SG in 11 11 r."1 . , f f :.! Sit_ $EAM PER —•-r t . ! ( ' \ f PLAN. R w 3 0 I ,: c 1 +��U • /X 5S" A BOLTS_ c ' ' , ._.- .41 .. ._ ...ti . _ _ . 1 . i 1 0 ,. :..'w��. r N ---4/\____,-//1 .4,, 4 : 4 SECTION D ,. , 1, _ _ • 2.. . 1 if 4 Ak,- lk . • l A LL bfilir.V VA — • 4 t 4 '..4!:',•"..':::4•-.. . ���y2R• rI1 Tom �� •, 7' �� ' qiY: 1 01/07/03 11113 08:45 (TX /[2X NO 02831 ;; e , E/E 30Vd •`INV50: H 6O-L-NVf •` 8699 Z Z590Z •` MN 5d33NIJN3 :A9 1NBS " ; rirc ..,.:,rW:.Lu.m2r:, . ,.<J,; ^;,.mw1:d.3.,—.1.wa.:ty:c 4rtewuoywy;�nr+...+�'yraa . �. ,. ..wmwu r •, , .+�u. • rtw�c..:�tsna ^a•40ar±aro. A. .. ,•" •, x ..,; •,.. caMi aftak4 +r�t+Mrt.V^gF.W'SMifi {if �. vfi 1UP a "r,,Y•;:gp'rKfr`- i{4ffi';G•' a • . • 1 - - PERMIT COORD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PROJECT NAME: D02 -358 DATE: 1 2 -02 -02 CRO CORK AND SEAL a SITE ADDRESS: 18340 SEGALE PARK DR B 6 X Original Plan Submittal Response to Incomplete Lette 1. 2 4 -02-02 # v 0 Response to Correction Letter # Revision # After Permit Is Issued DEPART ENTS: / Q Ill I ( 12-3-07. j I r Gi )Z d Building Division Q Fire prevention 0 Planning Division = W Publi r St ructural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [( ❑ Permit Co ordinator ? I I-�� 1 I z -( I-- 0 Z w DUE DATE: 12 -03-02 U O Incomplete ❑ Not Applicable ❑ p � _ Comments: W W �' O Permit Center Use Only U N INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROU INC: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments DATE: DUE DATE: 12 -31-02 Approved with Conditions [ Not Approved (attach comments) ❑ Notation: DATE: �` ' �Jf', f . ""r • ,fie '; z artments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: P g g ❑ �Ln �r r C ; ` D COPY 41 ( Documents/routing sl(p.doc v ?v te 2 -28.02 t , y rm wr�:t --a.I .. - - - - - - �,r - - ■ _\ s_. » PLAN REVIEW /ROUTING SLIP • ACTIVITY NUMBER: D02 -358 DATE: 12 -02 -02 PROJECT NAME: CROWN CORK AND SEAL Z SITE ADDRESS: 18340 SEGALE PARK DR B w ce 6 = CO u., —, � W0 2 DEPARTMENTS: Q W a Building Division Fire Prevention ❑ Planning Division El = a Public Works Structural El Permit Coordinator ❑ Z i 1- O Z I— DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -03-02 2 D Complete U p I ncomplete ❑ Not Applicable ❑ O D 1- Com Comments: = W • I-- r — U. 0 Permit. Center Use Only m l Z U Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ • PW ❑ Staff Initials: Z ' TUES /THURS ROUTING: Please Route ❑ Structural Review egquired ❑ No further Review Required REVIEWER'S INITIALS: DATE: • I APPROVALS OR CORRECTIONS: DUE DATE: 12 -31-02 Approved ❑ Approved with Conditions Y..1.t Not Approved (attach comments) ❑ • Notation: ri: , 5 REVIEWER'S INITIALS: (I, DATE: 1 ?j (oz._ n ; 1 E , J;t?�p Permit Center Use Only , . kr. ;� ti CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ti :- r' ' .9 µt L. li i p gg�� t t 7. b .. Documents/routing siip.doc 2.28.02 i , , '14 t. ■ .) , ,..... .. ... .. .... . . .. _.. .. _ ........ ......... .. .., ..,. _.........,.......... ...._ .... ....,...,.. .. .. _.... :, ...... _.. .... .,..,. ..�,...... ...... ...:...,_.,. »,....,..,, n,„„ ..«.,: . +�.r - ,,,,.... us H.a ,x ,crvn.k�..we°aa x..r...n „n :�w,�w..u.,m ea,,, -.,.n 1 1 - .. PERMIT NO : poi 3 TENANT NAME: C u —' . Cor(4- Sit I BUILDING PERMITS INSPECTIONS CONDITIONS ❑ 1 Progress Inspection Status * 10001 No changes will be made to the plans unless approved ❑ 2 Pre - construction by the Engineer and the Tukwila Building Division ❑ 3 Investigation 10002 Plumbing permits shall be obtained through King Co ❑ 4 OK to Occupy 10003 Electrical permits obtained through L & I . ❑ 5 Remove Stop Work Order 10004 All mechanical work shall be under separate permit Z ❑ 6 Follow -up 10005 All permits, insp records & approved plans available • ❑ 7 Pre -Move Inspection 10006 All structural concrete shall be special inspected ;H Z ❑ 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified IY W ❑ 60 WA Ventilation /Indoor AQC inspector 6 j ❑ 70 NLEA Inspection/Modular Struct ❑ 10008 All high- strength bolting shall be special inspected ' O ❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected W 0 ❑ 72 Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila U) = ❑ 90 Resteel Building Division J ❑ 95 Footing Drains 0 10011 The special inspector shall submit a final signed report CO ❑ 100 Foundation Footings 10012 Any new ceiling grid and light fixture installation W 0 ❑ 200 Foundation Walls 10013 Partition walls attached to ceiling grid 2 ❑ 250 Foundation Insulation 10014 Readily accessible access to roof mounted equipment ❑ 300 Concrete Slab /Slab Insulation ❑ 10015 Engineered truss drawings & calcs shall be on site IL < ❑ 350 Crawl Space ❑ 10016 Any exposed insulation backing material shall have U) d ❑ 400 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation s W ❑ 450 Plywood Wall Sheathing ❑ 10018 A statement from the roofing contractor verifying fire Z = ❑ 500 Roof Sheathing Nailing retardant class of roof ❑ 525 Plywood Deck Nailing IR 10019 All construction to be done in conformance w /approved Z 0 ❑ 550 Exterior Wall Sheathing plans W W ❑ 600 Masonry Chimney D 0 ❑ 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project U 700 Framing ❑ 10021 All food preparation establishments must have King Co 0 - 750 Roof /Ceiling Insulation ❑ 10022 Fire retardant treated wood shall have flame spread of 800 Floor Insulation ❑ 10023 Notify Building Division prior to placing any concrete 'M W 801 Wall Insulation ❑ 10024 All spray applied fireproofing shall be special inspected I— U ❑ 802 Exterior Roof Insulation ❑ 10025 All wood to remain in placed concrete shall be treated ~ u- O ❑ 803 Glazing Inspection ❑ 10026 All structural masonry shall be special inspected Z 815 Lighting and Controls ' 10027 Validity of Permit U Cl) 9 Suspended Ceiling 10028 Rack storage requires separate permit H Z 1000 Interior Wallboard Fastening Z 1- ❑ 1001 Exterior Wallboard Fastening ❑ 10030 No occupancy of building until final insp by Bldg Div ❑ 1110 Pre -Move Inspection ❑ 10031 Comply with requirements of TMC 16.04 ❑ 1115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations, flat ❑ 1120 Pre -Demo concrete ❑ 1140 Pre - reroof ❑ 10034 Removal of septic tanks require approval and ‘ 1400 Final -Fire compliance with King Co Health Dept. 1700 Final - Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect 1900 Final - Reroof ❑ 10036 Manufacturers installation instructions required on site ■ ❑ 3100 Site Visit ❑ 4000 Special- Concrete ❑ 10038 A C of O will be required for this permit ❑ 4001 Special -Bolts in Concrete ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 4001 Special - Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress D 10040 All construction noise to be in compliance with 8.2 TMC ❑ 4004 Special- Welding . 10041 Ventilation is required for all new rooms & spaces ❑ 4005 Special- High- Strength Bolting ❑ 4006 Special - Structural Masonry ❑ 10042 Fuel burning appliances +r , , 4007 S ecial -Reinf G sum Concrete .g A r ; PP fiances, • which g enerate /fi ,,; ❑ 4008 Special - Insulating Conc Fill ❑ 10044... Water heater shall be anchored �" A ; YP' ❑ P ❑ 10043 ❑ 4009 Special -Spray Fireproofing ❑ 10045 Reroof ea ❑ 4010 Special - Piling, Piers, Caissons ❑ "Anchoring — All new construct and substantial '. ❑ 4011 Special - Shotcrete improvement shall be anchored to prevent flotation ".i • `•''" .` ❑ 4012 Special- Grading, Excav/Fill ,fit• l<�, ❑ 4013 Special- Retaining Wall — w / ( 1 , � ( / • R ❑ 4014 Special - Panels Plan Reviewer: Date: I . -.+ 1 Fs 6-1/1 ❑ 4015 Special -Smoke Control System / A -. )1 /3 jTir �1+i Permit Tech: Date: �:1 rf3 iss a , . zai tanaing111111.1111111111111011mmummommimmewwww.......,....,,,_ Am. i j .. -- I - r" - `l Cr" _ :\ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -358 DATE: 12 -02 -02 PROJECT NAME: CROWN CORK AND SEAL z SITE ADDRESS: 18340 SEGALE PARK DR B , w re X Original Plan Submittal Response to Incomplete Letter # -1 0 p _ 00 0 Response to Correction Letter # Revision # After Permit Is Issued w = J I— f N w O 2 }} i r DEPARTMENTS: J w¢ Building Division ID Fire Prevention Planning Division [2] = a Public Works El Structural Permit Coordinator ❑ Z H Z� W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -03-02 D0 Complete ❑ Incomplete ❑ Not Applicable 111 O - , 0 H Comments: = w i _ �- O Permit Center Use Only . Z Ili LETTER MAILED: LETTER OF COMPLETENESS MAILED: 1 V —, I O I-. Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROUTING: k Please Route ❑ Structural Review Required ❑ No further Review Required ❑ . 1 I REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12 -31 -02 Approved ❑ Approved with Conditions i Not Approved (attach comments) ❑ Notation: k Vi,A4 ■ : ) Z/ / /" ,r. REVIEWER'S INITIALS. � l DAT E: `a��' � ;Ail Permit Center Use Only t V4:413 M, C j CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: . � S FMNii Documents/rouling slip.doc i ,.i , 2 -28.02 T P r ' { i,t, #.t��li�rr a�u i i r - 1 - , .61 '443\ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -358 DATE: 12 -02 -02 a PROJECT NAME: CROWN CORK AND SEAL . = I- I- w SITE ADDRESS: 18340 SEGALE PARK DR B a w i D o X Original Plan Submittal Response to Incomplete Letter # to o = w Response to Correction Letter # Revision # After Permit Is Issued .II W 2 y , DEPARTMENTS: LL ,Q N CY _ Building Division ❑ Fire Prevention ❑ Planning Division H = Public Works ❑ Structural ❑ Permit Coordinator ❑ ?H ZO DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12-03 -02 U 0 Q Complete Incomplete ❑ Not Applicable ❑ 0 H W W Comments: U Z Permit Center Use Only U INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: 0 I— 1 Z 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: lam, WDZ— APPROVALS OR CORRECTIONS: DUE DATE: 12 -31 -02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ � K ;A Notation It ‘t_'' REVIEWER'S INITIALS: DATE: ., Permit Center Use Only* 3 CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ' 1 - 4 ,,, ti DocumenWrouting sllp.doc tP 2.28-02 ` v' r � x n . ,.. _ .. , rt;gw rKAn . e�?4A�:v2:it?fkLHrx,:.a2c R i - " Cr w r' \ 1 . x , ' "9 1 '"1 PLAN REVIEW /ROUTING SLIP r ACTIVITY NUMBER: D02 -358 DATE: 12 -02 -02 PROJECT NAME: CROWN CORK AND SEAL z SITE ADDRESS: 18340 SEGALE PARK DR B :� w X Original Plan Submittal Response to Incomplete Letter # v 0 0 , (/)o I Response to Correction Letter # Revision # After Permit Is Issued w w J H I I wo 2 ■ DEPARTMENTS: g Q Building Division w g ❑ Fire Prevention ❑ Planning Division ❑ = d ILI Public Works X Structural = ❑ Permit Coordinator ❑ Z I- W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -03-02 2 0 Complete ❑ Incomplete r] Not Applicable ❑ o N Comments: tu W U • tL ~O Permit Center Use Only ll! z N INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: H = H Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z TUES /THURS ROUTING: ,/ t . Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: Olavy■ DATE: /Z/''3 OZ.- I . APPROVALS OR CORRECTIONS: DUE DATE: 12 -31-02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ y :--:' k -: ;:.: Notation: ,;; °r, , { REVIEWER'S INITIALS: DATE: 'f "?Vi ' ' 3 Permit Center Use Only ir ' +,µ4p1; ;•y • CORRECTION LETTER MAILED:' Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: '!: �rl n r4 R Documents/routing slip,doc ry 2-28-02 ; „�i: ... .;n.. ... .�7rtrb e�.:ees�..:.a'•.r ... �.e. xw.xn. . «am+..µ .. ,...,.....,..,.�.. �,_ -, ..., ,. -.. ... ...._., .-......, . »...<•r.....na�nnntrx:r>r+wMCro Po "�.o.�+�§ nri':�711n*71a.u+ I r _._____ ,, ready for issuance barry bennett legal description segale business park ata survey surveyors certificate revisions plan part c floor plan a1 part c floor plan detail a detail b reflected ceiling plan % `- EXIST. FACE OF BLDG. PARTIAL FOUNDATION PLAN \r-- NC-ES; TOP OF SLAB ON GRADE IS AT DATUM ELEVATION 0 -0 (U.N.0.) 2. TOP OF FOOTING ELEVATIONS INDICATED THUS: ( '- 3. CENTER FOCT!NGS ON WALLS OR COLUMNS. (U.N -0 -) 58' -C' 28' -C'± VERIFY EXIST. 8'. EXIST. 1i. CDX PLYWOOD. co 4-- W10x22 EXI EXIST 4x8 HDR. 4x8 HDR. NEW 1'' PLYWOOD T&G STURD -I -FLOOR , 0 CLUED & NAILED TO / TRUSSES, TYP. SEE PLAN DOUBLE TJI SEE PLAN. -TJI JOIST PER STL. BEAM PER M' PLAN. BOLTS10 ) . �- NEW H.S.S. CQL. SEE PLAN 0 OF 2x6 WALL. SECTION C SIMPSON HORIZ. STRAP MSTI36 — 4x12 PER PLAN I . = 1' -0' .2" 19, -0 "± MEZZANINE FRAMING PLAN NOTES; ,'-o- 1.) FINISHED FLOOR ELEV. = 16.-2i" AT TOP OF PLYWOOD. 2. PLYWOOD TO BE GLUED TO TRUSSES TOP CHORD & NAILED w/ t 0d 0 6-o/c 0 PLYWOOD EDGES, 1 P. It t SIMPSON HUC412 HGR. 2x6 4x6 SECTION G s -- 1%-o" TJI JOIST PER PLAN. EXX 4x8 HOR 0 • 0 c0 EXIST. CONT. 16' TJI /55 EXIST. FACE OF BLDG. -- EXIST. 8'e COL. STL. BEAM PER PLAN. }' l w /3 -1 ". A325N BOLTS. 2X6 STUDS 0 SECTION D EXIST. CONC. SLAB.- COUNTERSINK BOLTS --- 6x4x x6' CLIP ANGL . NEW 4x4 T.S. COL. I'L 0 w /4- THREADED RODS w /HILL" HY150 EMBED 6' MIN. V) ` NEW FTG PER PLAN. ill, I III_ 4-#4 BOT. EA. WAY. SECTION H it NEW 2x6 WALL PROVIDE SIMPSON HDBA HOLDOWN 0 EA. END OF WALL / f SEE SECT. F. JOIST PER PLAN. SECTION E 100 0 4'o,rc U,A SLAG. TAP. TA PER PLAN - - T1iMm DETAIL PER ARCH 4 -16d PER JOIST SPACE, TYP. PLYWOOD w /iOd 4'o /c 0 ALL PLYWOOD EDGES BLOCK ALL PLYWOOD EDGES. 1.-0. NEW 4x BLOCKING - EXIST. 2x6 WALL ' PL -NOOD w/ Zees, EXTERIOR O 4'0/c, TYP. OF BL.'1G. EXIST. P.0 WALL. , SECTION A SIMPSON A35 0 16 -o /c, TYP. TJI BLKG PER PLAN.- RAL NOTES TAE FOLOi: NO "ES Ar•? Y MALESS MIC ?£1 OTFE4*.Sc C-CE t.. y 9 :_.,AG C' -- 1997 EDITION - AS'M S LATEST EIOIT ;ON LIVE LOADS FLOOR .,cc Pg SE i SMt :: row 3 `'_: r 4 ` SE_SM -- IMPORTANCE FACTOR 1.0 OSHA STANDARDS THE GENERA, .:,AN'R.A.:'„MF SAL_ BE RESPONSIBLE FOR ALL PREOr.S10N6 OF THE C.:PRE..? OSHA S ACAPCS THE ;*ERA` CONTRACTOR SAL- REoIEA '+ES£ S'RI.CTARA,. DRAA. S FOR AN. _'KJNr_ :MP_ . ANC'_ I� "- OSHA S ANCARDS . TAx I NG !WO ACCUJ N' THE GENERA. c�"RAL DR S MEANS ANC NE -HODS. f GENERAL CONTRACTOR SHUL: 1NFORm EVM DF ANY NOINCOMP; : ANCE SC THE DRAA : NGS A • BE mCC : F I ED FOR COMP_ I ANCE PRIOR 7C CONSTR...C:'tW. THE GENERAL CONTRACTOR is TOTAA~- RESP9S!BLE FOR cis APO 4E--COS AS E__ AS _If: SAFE7y ON THIS PROJECT. STRUCTURAL STEEL ALL 400P, :" A:. ::.+ANCE r:'- 'AISC SPEC!FICATIGP. FOR THE DESIGN. FABRICATION AN) ERECTION OF STRLC'JRAL STEEL FOR BUILDINGS'. ANC THE 'CCCf_ OF STANDARD PRA:- : CE' . S "Q!9CT RA: STEEL SHALL CONFORM TC THE FOL:_ON: NG STANDARDS 0: DE FLAN C,c SHAPES AS"M A-992 (F)0.50.00C PSI) 0 HER SHAPES 8 PLATES ASTM A -36 (Fy =36.OGO PS1) TIME SHAPES AST '-500. GRADE B (Fy =46.5JG PSI) ANCHOR BOLTS AS'M F7554 (Fy =36.,500 PS!) HIGH STRENGT^ BOLTS ASTM A -325 BASE PLATE CPO_' AS _ M C -'-07 ALL STR'JCTU%Ao S -EEL 90LTED CCMECT I ON6 ARE AS A-325 TYPE N CONNECT : CNS - BEARING T"'"'£ 017- THREADS I NC`UOED :N SHEAR PLANE. CON EC' I ONS ARE NON-SLIP CR!TICA.. 40{ «3C'.S NEED BE TIGHTENED 'SNUG ?IC- 0N_Y. 1T&ESS OTHERWISE NOTED. PROV:DE WNW -%S AT OUTER CL-S V: "w SLOTTED HOLES. INSTAL_ A -325 BOLTS IN ACCORDANCE N 'SPECIFICATION F 7R STRUCT.A.. JC ] NT S IBS I N C ASTY A325 OR A49C BOLTS' (6/23/00. PROv :DE MIN: MUM EMBEDMEN- FOR ANCHCW BOLTS PER UBO TABLE 190 FOP CONCRETE ANC UBC 'ABLE 2'N FOR MASONRY. UNLESS S ►QOM. :T'rERWISE. ALL WELD:NG TO CONFORM K: -, AIMS D1.1 'STRUCTURAL WELDING CODE - STEEL'. WEDS NOT SPECIFIED SHALL BE 1/4' CONT]NLO S FILLET MINIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE 'OW HYDROGEN FILLER METAL W:TH A MINIMUM T ENSILE STRENGTH OF 70 KSi. ALL WELDED JOINTS SHALL BE AWS PREGOALIFIED. CONCRETE EXPANSION ANCHORS - 'HILTI KW :.. BOLTS' - INSTALL IN ACCORDANCE W:T- ICBC PEPORT 40.4627. ALL STEEL ERECTION. INCLUDING OPEN WEB JOISTS AND METAL DEC. SHALL BE IN ACCORDANCE w :T) THE CURRENT OSHA STEEL ERECTION STANDARD. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISION OF THIS STANDARL. THE GENERAL CONTRACTOR SHALL REVIEW THE STRUCTURAL DRAW:4GS FOR ANY NONCOMPLIANCE 01-r OSHA STANDARDS. TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND 4E THOoS. THE GENERAL CONTRACTOR SHALL INFORM ENV OF ANY NONCG•PL:ANCE SC THE DRAWINGS MAY 3E MOO :PIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON Tr,1 PROJECT. DO NOT PLACE ANY OONSTRICTION LOADS ON *EMBERS UNTIL THEIR CONNECTIONS ARE COMPLETE. MEMBERS DESIGNATED 'POSTS' ARE NOT DESIGNED TO CARRY THE OSHA 300 POUNC ECCENTRIC LOAD. TIMBER Ax PLATES. . BLOCK : NG & LEDGERS D F 02 !_UMBER NOT NOTED TO BE D F /2 ALL LUMBER SHALL CONFORM TO 'MORA GRADING RULES FOR WESTERN LUMBER -- LATEST EDITION' AND EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS !'!!DT TO BE REMOVED FROM THE STRUCTURAL MEMBER. BOLT HEADS AND NUT`- BEARING AGAINST WOOD SHALL BE PRCVIDED WITH STANDAPO CUT WASHERS ALL W000 iN CONTACT WITH CONCRETE OR MASONRY SHALL 9E °RESSURE TREATED. ALL NAILS TO BE COMMON 'NAILS, UNLESS INDICATED C7-1,E W :SE. NC SUBSTITUTION OF OTHER SPECIES FOR ESA$ FIR ALLOWED PLYW CONF000 ORM WITra UBC STANDARD ?3 -2 (PAS. 1 -95) AND NER -108 (AFA) ALL PANELS RATED EXPOSURE 1. SEE PLANS 'OR NAILING SPACING. WALL SHEATHING: 1'2' CDx 24/0. NAIL W ;T� '0c (.14P" DIAMETER) COMMON CON'. 2x PLATE w/ NA I _S WITH 2 INCH MINIMUM PEKE TRAT ] .Nr . 0 CARRLAGE FLOOR SHEATHING. 1 -1/8', T&G STURD-I- FLOOR. GLU -NA]_ W :T 10C ( -14'. LTS 0 16'o /c. DIAMETER) X 3 -1/2" LONG NAILS. GLUE PLYWOOD TO SUPPORTS TYP. AND AT T A G JOINTS W:TH ADHESIV_ CONFORMING TO APA • SPEC-: :CATION AFG -01 STL. BEAM PER PLYWOOD WEB JOIST PLAN. DESIGN & MANUFACTLRED BY TRUS JOIST MACMILLAN IN AOCORDANCE WITH NER -200. PROVIDE & INSTALL WEB STIFFENERS AS SHOWN OR War RED. DEAD LOAD ON FLOOR 15 PSF HOLES IN WEBS SHALL BE IN ACCORDANCE W]'H MANOFACTLRER. SUPPORT CONCENTRATED LOADS IN ACCOROANCE W:TH MANUFACTURER. VERIFY ALL MECHANICAL & ELECTRICAL & OTHER EQUIPMENT: °ROvIDE ADDITIONAL JOISTS AS REOU:RED. SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: GLU -LAMS, STRUCTURAL STEEL, MISCELLANEOUS STEEL, REINFORCING STEEL AND TRUSSES. 'SWOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER 'HE SHOP DRAWINGS...'. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE .ADEQUATE SHORING ANC BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. SECTION B — — 4.6 0 EA END ' OF WALL. r SIMPSON HOLDOWN HD8A 0 EA END OF WALL - 2x6 0 16 -o /c. liO21 THREADED 00 N /HILTY HVA EPDXY. SECTION F Do- • INASMUCH AS THE REMODELING AND /OR REHABILITATION OF AN EXISTING BUILDING REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS, AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING ADDITIONAL SLIMS Or MONEY, OR DESTROYING OTHERWISE ADEOUATE OR SERVICEABLE PORTIONS OF THE BUILDING, THE OWNER AGREES THAT, EXCEPT FOR NEGLIGENCE ON THE PART OF THE DESIGN PROFESSIONAL, THE OWNER WILL HOLD HARMLESS AND INDEMNIFY THE DESIGN PROFESSIONAL FROM AND AGAINST ANY AND ALL CLAIMS, DAMAGES, AWARDS, AND COSTS OF DEFENSE ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. ABBREVIATIONS ARCH. = ARCHITECT N.F. = NEAR FACE BAL. = BALANCE N.T.S. = NOT TO SCALE B BTWN. BOT. _ WEN o/c = ON CENTER FACE BLDG. = BU'LDING 0.S. = OUTSIDE B.O.C.A. = BUILDING OFFICIALS 0.T 0. = OUT TO OUT CODE *DMINISTRATDRS REINF. = REINFORCING BRG. = BEARING REM. = REMAINDER C.M.U. = CONCRETE MASONRY R.O. = ROUGH OPENING UNIT SECT. = SECTION COL. = COLUMN SIM. = SIMIoAR CONC. = CONCRETE S.J. = SHRINKAGE JOINT C.I.P. = CAST IN PLACE STL. = STEEL CLR. = CLEAR SY) . = SYMMIErRICAL CONT. = CONTINUOUS S.W. = SHEAR ,MALL OR C.J. = CONSTRUCTION JOINT SHORT WAY C.S.J. = CLOSURE STRIP T. = TOP JOINT T.O.B. = TOP OF Br.AM D.S. = DRAG STRUT T.Q.S. . TOP OF S'FEL DWGS. = DRAWING TOP OF SLAB EA. = EACH T.O.F. = TOP OF FOOTING E.E. = EACH END OR (FRAMING) EL. OR ELEV. = ELEVATION TYP. = TYPICAL AT ALL E.N.W. OR [NW = ENGINEERS NORTHWEST SIMILAR PLACES E.F. = EACH FACE U.B.C. = UNIFORM BUILDING E.J. = EXPANSION JOINT CODE EQ. = EQUAL U.N.O. = UNLESS NOTED E.S. = EACH SIDE OTHERWISE E.W. = EACH WAY VFY. = VERIFY F.O.C. = FACE OF CONCRETE V. OR F.C.S. = FACE OF STUDS VERT. = VERTICAL F.O.W. = FACE OF WALL V.F.F. = VERTICAL FAR FACE FTG. = FOOTING V.E.F. = VERTICAL EAC'' FACI- E GALV. = HOT DIP GALVANIZED V 1 F • VERTICAL INSIDE FACE G.W.B. = GYPSUM WALL BOARD V.N.F. = VERTICAL NEAR FACE H. OR HORIZ = HORIZONTAL V.Q.F. = VERTICAL OUTSIDE I.C.B.O. = INTERNATIONAL CONFERENCE FACE OF BUILDING OFFICIALS w' = WITH I.F. = INSIDE FACE w/o = WITH OUT INC. = INCLUDING W.H.S = WELD HEAD STUD = INSIDE FACE 0 = AT K S = KIP (1000 POUNDS) I = CENTER LINE L.W. = LONG WAY fe = PLATE M.B.S. = METAI. BUILDING SUPPLIER M.R.S. = METAL ROOF SUPPLIER 4 C J ENGINEER: J.PARADA 1 DATE: 11 -13 -02 SHEET NO: si DRAWING REVISIONS - j SUBMIT FOR BID j ENGINEER: J.PARADA 1 DATE: 11 -13 -02 SHEET NO: DRAWING REVISIONS S & SECTIONS J08 NO: 02000092 ENGINEER: J.PARADA DRAWN: D.G. DATE: 11 -13 -02 SHEET NO: StGALE-PLANSECI -16 jl - n FLOOR CEILING SYSTEMS, WOOD FRAMED SYSTEM DESCRIPTION SKETCH AND DESIGN DATA GA FILE NO. FC 5420 WOOD JOISTS, GYPSUM WALLBOARD One layer 5!e' type X gypsum wallboard or gypsum veneer base applied at right angles to 2 x 10 wood joists 16' o.c. with 6d coated nails, 1' /e long 0.0915' shank, '/." heads, 6' o.c. Wood joists supporting 1' nominal wood subfloor and 1' nominal wood finish floor, or " /32' plywood finished floor with long edges T & G and '5/32' interior plywood with exterior glue subfloor perpendicular to joists with joints staggered. 1 HOUR w=-- FIRE 35 to 39 STS SOUND s_ �4r Approx. Ceiling Weight: 2.5 psf Fire Test: UL R3501 -5, 9, 7- 15 -52; UL R1319 -2, 3 6 -5 -52, Design L 501; ULC Design M500 Sound Test: See FC 5410 (NGC 4024, 7- 13 -66) IIC 8 Test: 32 (66 C & P) NGC 5032, 7 -19 -66 GA FILE NO. FC 5470 I WOOD JOISTS, GYPSUM LATH, GYPSUM PLASTER 3je 1:2 gypsum- periite plaster applied over Is type X gypsum lath applied at right angles to 2 x 10 wood joists 16" o.c- with either blued lath nails, 1':4" long, 13 gage shank, 9/32" heads or 16 gage staples, 172' !Ong, 7/141. crown, four fasteners per lath at each joist. Wood joists supporting 1' nominal T & G wood subfloor and 1' nominal wood finish floor. GA FILE NO. FC 5490 1 HOUR FIRE 35 to 39 STC ,?;SOUND ; Approx. Ceiling Weight. 4 psf Fire Test: OSU T-2134-1.4-23-63 Sound Test: Estimated WOOD JOISTS, GYPSUM LATH, GYPSUM PLASTER 1/2" 1:2 gypsum -sand plaster applied over 3 /e' type X gypsum lath applied at right angles to 2 x 10 wood joists 16" o.c. with blued lath nails, 1'le" long, 0.0915' shank, `° /e•' heads. 4 nails per lath at each joist. Continuous stripping supporting gypsum lath under each joist with 2.5 lb. steel strip lath or equivalent wire lath nailed with 11 gage, 112' long, '/'e heads roofing nails, 6' o.c. Wood joists supporting 1" nominal T & G wood subfloor and 1' nominal wood finish floor. 1 HOUR FIRE 35 to 39 STC SOUND Approx. Ceiling Weight: 6 psf Fire Test: SFT 6, 2 -6 -60; SFT -8. 4 -9 -60; SFT -11. 10 -4 -60: SFT 12, 10-22-60: SFT 13, 1 -7 -61 Sound Test: Estimated GA FILE NO. FC 5510 WOOD JOISTS, METAL LATH, GYPSUM PLASTER s /e 1:2 -1:3 gypsum -sand plaster applied over 3.4 lb. metal lath applied to 2 x 10 wood joists 16' o.c. with barbed roofing nails, ¶1;2' long, 0.120' shank. ' /,e' heads. 6' o.c. Wood joists supporting 1' nominal T & G wood subtloor and 1' nominal wood finish floor. 1 HOUR FIRE Approx. Ceiling Weight: 9 psf Fire Test: IBMS 92/42, 10 -7 -42 GA- 600 -97 • Contact the manufacturer for more detailed Information on proprietary products.