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Permit B93-0331 - KINKOS COPY CENTER - TENANT IMPROVEMENT
ftW\O cry cartER Sc13-0331 July 8, 1996 City of Tukwila la John W. Rants, Mayor Department of Community Development Mr. Dennis Newell KINKO'S COPY CENTER 112 Andover Park East Tukwila, WA 98188 RE: Additional on -site parking Dear Mr. Newell: Steve Lancaster, Director In response to a request by Councilman Duffle, I have investigated the possibility of getting additional parking on the Kinko's site. Both you and Mr. Duffle have expressed a concern about the existing parking being inadequate for the volume of customers. As we keep trading phone messages, I thought the next best approach would be to send you additional information by mail. The Kinko's project was approved in 1993, after review by the Planning, Building, Public Works and Fire Departments. At the time of approval, the project met the requirements of these departments, including the minimum number of parking stalls, parking stall/aisle dimensions, and landscape widths. A 15 -foot wide landscaping strip along the rear property line was required by code. However, the Zoning Code allows the Board of Architectural Review to approve reduced landscaping when a change of use, such as the new Kinko's, is proposed (TMC 18.70.090, nonconforming landscaping). The applicant was given this option of applying for approval of reduced landscaping, which would have allowed additional parking in back of the building. The applicant opted to install the 15' landscaping. I have since reviewed the approved plans and site conditions relative to current code requirements. There are three possible approaches to increasing the parking on site: reduce the amount of landscaping, reconfigure the parking dimensions to "squeeze in" more stalls, or arrange for additional parking off - site. Based on my review and information from you, each of these approaches has major drawbacks. 1. Reduction in landscape widths: Our current standards for the TUC zone require the following landscaping widths: 15' along the front, 0' on the sides. The Kinko's site is a "through lot," and requires 15' of landscaping along both Andover Park East and Christensen Road. Approval of reduced, non- conforming landscaping must occur at the time the use is changed. Consequently, once the building permit was approved with the required 15' landscaping, approval of a "non- conforming" landscape was no longer an option. Any reduction in landscape width would now require approval of a variance. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-366S Given the very stringent variance criteria (TMC 18.72.020), it is unlikely that the project would be able to justify a landscaping variance. 2. Reconfiguration of parking dimensions: The Zoning Code contains standards for the widths /lengths of parking stalls and parking lot aisles (TMC 18.56.040, Figure 18 -6). Without doing detailed site measurements, it appears that your current parking layout meets code minimums with little room to spare. However, you may be able to adjust the striping to accommodate 1 or 2 additional stalls. Your architects /designers would need to submit to the City a revised parking plan that meets current codes. As you indicated earlier, you may decide that the expense of redesign is not warranted. However, if you wish to pursue this option, our Permit Center can provide copies of your approved building permit plans to assist you in getting started. 3. Agreements with adjacent businesses for off -site parking: It is possible that some of your parking demand could be accommodated off -site (e.g. Texaco) with approval of the property owner. As long as your minimum - required parking is provided on- site, City approval of off-site parking arrangements is not required. We would recommend that you consider the following: 1) the safety issues related to parking across the street, and 2) that most of the parking along the nearby portion of Christensen Road is dedicated for park use only. You may wish to contact our Parks Director, Don Williams (433 -1843) for more information on the location of reserved stalls. You indicated that other businesses have already reserved nearby off -site parking areas. We encourage your efforts in pursuing this option for future "openings" on nearby sites. It's good to know that this branch of Kinko's has been such a success with its customers. At the same time, I appreciate the difficulties of your parking situation, and am disappointed that we could not discover an easy solution. If you have additional ideas you'd like to discuss, or if we can be of further assistance, please feel free to call. You can contact me, or Nora Gierloff (who is also familiar with your project), at 431 -3670. Sincerely, Ann Siegenthaler Associate Planner. cc: File Jack Pace, Senior Planner Don Williams, Director Parks & Recreation Councilman Duffle Encl: TMC 18.70.090, TMC 18.72.020, TMC 18.56.040 'TUKWILA MUNICIPAL CODE (C) The new construction does not increase the potential for soil erosion or result in unacceptable risk or damage to existing or potential development or to neighboring properties; and (D) The structure otherwise meets the requirements of this chapter. (Ord. 1758 §1(part), 1995) 18.70,055 Mobile and manufactured homes. Legally preexisting mobile and manufactured homes may be replaced. The replacement must be with a HUD•approved manufactured home and must also meet the following standards: (1) Shall have roofing material that is residential in appearance including, but not limited to, approved wood, asphalt composition shingles or fiberglass, but excluding corrugated aluminum, corrugated fiberglass or metal roof; (2) Shall have a minimum roof pitch of three inch rise for each twelve inches of run, or about 25 %; (3) Shall be installed in accordance with manufacturer's instructions, which shall include design specifications for Seismic Zone 3 and wind load factor of 80 miles per hour; (4) Shall have exterior siding that is residential in appearance including, but not limited to, clapboards, simulated clapboards such as conventional vinyl or metal siding, wood shingles, shakes or similar material, but excluding smooth, ribbed, or corrugated metal or plastic panels; (5) Shall have the hitch, axles and wheels removed. (Ord. 1758 §1(part), 1995) 18.70.060 Repairs and maintenance. If any building is devoted in whole or in part to any nonconforming use, work may be done in any period of twelve consecutive months on ordinary repairs, or on • repair or replacement of nonbearing walls, fixtures, wiring or plumbing to an extent not exceeding 25% of the current replacement value of the building. (Ord. 1758 §1(part), 1995) 18.70.070 Building safety. Nothing in this title shall be deemed to prevent the strengthening or restoring to a safe condition of any nonconforming building or part thereof declared to be unsafe by order of any City official charged with protecting the public safety. Alterations or expansion of a nonconforming use which are required by law or a public agency in order to comply with public health or safety regulations are the only alterations or expansions allowed. (Ord. 1758 §1(part), 1995) 18.70.080 Nonconforming parking lots. Nothing contained in the Off - street Parking and Loading Regulations chapter of this title shall be construed to require a change in any aspect of a structure or facility covered thereunder including, without limitation, parking lot layout, loading space requirements and curb -cuts, for any structure or facility which existed on the date of adoption of this title. If a change of use takes place; or an addition is proposed, which requires an increase in the parking area by an increment less than 100 %, the requirements of the Off - street Parking and Loading Regulations chapter of this title shall be complied with for the additional parking area. If a change of use takes place, or an addition is proposed, which requires an increase in the parking area by an increment greater than 100 %, the requirements of the Off- street Parking and Loading Regulations chapter of this title shall be complied with for the entire parking area. (Ord, 1758 §1(part), 1995) 18.70.090 Nonconforming landscape areas. Adoption of the landscaping regulations contained in this title shall not be construed to require a change in the landscape improvements for any legal landscape area which existed on the date of adoption of this title, unless and until a change of use or alteration of the structure is proposed. At such time as a change is proposed for a use; or structure, and associated premises which does not comply with the landscape requirements of this title, a landscape plan which substantially conforms to the requirements of this title shall be . submitted to the Board of Architectural Review for approval prior to issuance of a building permit. The BAR may modify the standards imposed by this title when, in their judgment, the existing and proposed additional landscaping and screening materials together will adequately screen or buffer possible use incompatibilities, soften the barren appearance of parking or storage areas, and /or adequately enhance the premises appropriate to the use district and location of the site. (Ord, 1758 §1(part), 1995) 18.70.100 Conditional uses. A legal use does not become nonconforming because the zone in which it is located is changed to a zone which requires a conditional use permit for the use, or because the use is changed from an allowed use to a conditional use within the same zone; provided, however, the use may not be allowed or buildings may not be enlarged without first obtaining a conditional use permit pursuant to requirements of the Conditional Use Permits chapter of this title. (Ord. 1758 §1(part), 1995) Page 18-108 December 4, 1995 TUKWILA MUNICIPAL CODE Sections: 18.72.010 18.72.020 18.72.030 18.72.040 18.72.050 18.72.060 18.72.070 18.72.080 Chapter 18.72 VARIANCES Purpose. Criteria for granting variance permit. Conditions for granting — extension. Application requirements. Application — hearing and notice. Application — Board decision. Prohibited variance. Appeal. 18.72.010 Purpose. It is the purpose of this chapter to authorize upon appeal in specific cases such variances from the provi- sions of the zoning ordinance or other land use regula- tory ordinances as the City may adopt which will not be contrary to the public interest and only where, owing to special conditions, a literal enforcement of the provisions of such ordinance(s) would result in unnecessary hardship. (Ord. 1758 §1(part), 1995) 18.72.020 Criteria for granting variance permit. The Board of Adjustment shall consider all requests for variance from the Zoning Code; variance from the provisions of such ordinances shall not be granted by the Board of Adjustment unless the board finds that all of the following facts and conditions exist: (1) The variance shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and in the zone in which the property on behalf of which the application was filed is located; (2) The variance is necessary because of special circumstances relating to the size, shape, topography, location or surrounding of the subject property in order to provide it with use rights and privileges permitted to other properties in the vicinity and in the zone in which the subject property is located; (3) The granting of such variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and in the zone in which the subject property is situated; (4) The authorization of such variance will not adversely affect the implementation of the Comprehensive Land Use Policy Plan; (5) The granting of such variance is necessary for the preservation and enjoyment of a substantial property right of the applicant possessed by the owners of other properties in the same zone or vicinity. (Ord, 1758 §1(part), 1995) 18.72.030 Conditions for granting — extension. In authorizing the variance, the Board of Adjust- ment may attach thereto such conditions that it deems to be necessary or desirable in order to carry out the intent and purposes of this chapter and in the public interest. A variance so authorized shall become void after the expiration of one year or a longer period as specified at the time of the Board of Adjustment action, if no building permit has been, issued in accordance with the plans for which such variance was autho- rized, except that the Board of Adjustment may extend the period of variance authorization without a public hearing for a period not to exceed twelve months upon a finding that there has been no basic change in pertinent conditions surrounding the property since the time of the original approval. (Ord. 1758 §1(part), 1995) 18.72.040 Application requirements. An application to the Board of Adjustment for the issuance of a variance shall be made on forms prescribed by the DCD. All applications shall be accompanied by a filing fee as required in the Application Fees chapter of this title and shall include but may not be limited to the following documents: (1) Completed application form; (2) Site plan or other related map materials which clearly indicate the dimensional characteristics of the site and structures involved; (3) Affidavit of the ownership or of substantial beneficial interest in the subject property. (Ord. 1758 §1(part), 1995) 18.72.050 Application — hearing and notice. When a proper • and complete variance application has been filed, and reviewed by the DCD, the Board of Adjustment shall set a date for public hearing, pursuant to notice requirements of the Public Notice of Hearing chapter of this title. (Ord. 1758 §/(part),. 1995) 18.72.060 Application — Board decision. The Board of Adjustment shall decide all applications no later than 45 days after the public hearing. (Ord. 1758 §1(part), 1995) 18.72.070 Prohibited variance. Under no circumstances shall the Board of Adjustment grant a variance to permit a use not generally or conditionally permitted in the zone involved, or any use expressly or by implication prohibited by the terms of this title in said zone. (Ord. 1758 §1(part), 1995) Page 18 -110 December 4, 1995 A C D E F Parking Angle Stall Width Stall Depth Aisle Width 1 -way Traffic 2-way Traffic Curb Length per Car Unit Width 1 -way Traffic 2 -way Traffic 0° : 8.0' 20.0" 28.0* 36.0" 8.5 12.0 20.0 23.0 29.0 37.0 20° s 13.0 23.4' .37.0" 46.0' 14.5 11.0 20.0 24.9 40.0 49.0 • 15.0 11.0 20.0 26.3 41.0 50.0 15.5 11.0 20.0 27.8 42.0 51.0 30° a • 14.9* 16.0' 40.8* 49.8" 16.9 11.0 20.0 17.0 44.8 53.8 • • 17.5 11.0 20.0 18,0 45.6 54.6 17.8 11.0 20.0 19.0 46.6 55:6 40° c • 16.4' 12.5" 44.8' 52.8* 18.7 12.0 20.0 13.2 49.4 57.4 • • 19.1 12.0 20.0 14.0 50.2 58.2 19.5 12.0 20.0 14.8 51.0 59.0 45° : • 17.0" 11.3" 46.5' 54.0' 19.4 12.5 20.0 12.0 51.3 58.8 • • 19.8 12.0 20.0 12.7 51.6 59.6 20.1 .12.0 20,0 13.4 52.2 60.2 50° s • 17.4" 10.4' 47.3' 54.8" 20.0 12.5 20.0 11.1 52.5 60.0 • • 20.4 12.0 20.0 11.7 52.8 60.8 20.7 12.0 20.0 12.4 53.4 61.4 60° : • 17.9' 9.2' 53.3" 55.8' 20.7 17.5 20.0 9.8 58.9 61.4 • • 21.0 17.0 20.0 10.4 59.0 62.0 21.2 16.5 20.0 11.0 58.9 62.4 70° 8.0' 17.8" 8.5' 55.1' 55.6' 20.8 19.5 20.0 9.0 61.1 61.6 • 0 21.0 19.0 20.0 9.6 61.0 62.3 21.2 18.5 20.0 10.1 60.9 62.4 80° : • 17.2' ' 8.1' 57.4" 58.4' 20.2 23.0 24.0 ' 8.6 63.4 64.4 • • 20.3 22.0 24.0 9,1 62.6 64.6 20.4 21.0 24.0 9.6 61.8 64.8 90° . : • 16.0' 8,0' 56.0' 57.0' 19.0 24.0 25.0 8.5 62.0 63.0 • • .19.0 23.0 24.0 9.0 61.0 62.0 19.0 22.0 24.0 9.5 60.0 62.0 *these flares we fcr use with =pact cars cr14. ( My baps which cattah canbhed canpact and Hamel spaces shall be desIcred fcr natnal spaces,) 60 feet mall be st stltuted f r rec}tked unit width co lots where the avaiable width Is h 50 -font while m#ttples, 40 feet mai be used far shaje parkin bay C rev) , at 90degee and a two -vray traffic aisle when a shoje 40 feet lot is avaiable, In both cases, a mhhu n 9 -1/ 2 foot stall width shall be provided, !00 ° Off Street Parklnq Area Plmenslons Fk.re I8 -6 To 1 �' AM Date 0� (...13 ® PM WHILE YOU WERE OUT of Phone Area Code TELEPHONED CALLED TO SEE YOU WANTS TO SEE YOU Number Extension PLEASE CALL WILL CALL AGAIN URGENT ) RETURNED YOUR CALL Message i Operator dko EICIENCYa REORDER #23.000 WH ' IL : YOU WERE OUT of Phone C ) Area Code TELEPHONED CALLED TO SEE YOU WANTS TO SEE YOU URGENT RETURNED YOUR CALL WILL CALL AGAIN �e EFFICIENCY® REORDER .23.000 Date: 25- Jun -96 11:12 :54 From: ANN (ANN S1EGENTHALER) To: RON- C,JOANNA Subject: RE: kinko's parking Message -id: B6C9CF3101000000 Application -name: MHS >Date: 10- Jun -96 13:15 >From: RON -C (RON CAMERON) >To: ANN >Copies -to: JOANNA >Subject: kinko's parking >Application -name: MHS >Message -id: DB 1 FBC3101 DEDEDE >got you note wanting day turnaround on parking... >we'Il look at wed with plan review; will look to kinko archive on what >vernon had previously prepared... >Ron RON, JOANNA: Have you finished your review? I have a meeting w/Kinko's manager coming up, but I haven't heard back from you. Please let me know asap. Thanks. - - -Ann I Pd Aso 'L IIIIIIIIIIIIIMIIIMIIIIII MP, ' '�I - 4..e.ejo0 . •wewfellfwsu - x8♦puaiq.41-lsod 4 • N t 4 • e. • 041141 i ' Ettq I I rik4 It algillilkill ... -.4m: . -or • k-.,.3b,,,idi • u ■. /, a. .... itri 1 ∎�:r i M-.�.IL ' I.. •L wr •sr• -rrr r•o..• 117.:x: rrr .r CI I 0 6 V u a S' • Zed wd£e:ZT t►66t GZ'Lief ZO9£ Z£9 9eZ : 'oN 9N0Hd ON I ' df1Oa0 I O I QBW 9Hl : 2). --7,--ene pi-19744e; „.. /5 F _. 5 5 j ‘1/, 4r/Pr _51Y, te7to P/e'd1(1 /E2'12 ,fr2Z1)'7L44'f , 7 A? frg/n, 1. • • • _ • • • • • a2" 6(/1-05"1/ /10W ljeil d 6C-GiCti,a6c);?7 a; 4,40, • f 4J (cejAl adsz4„ -key/ e ? ,7\ ..„ ...• . .. . . . . . „ . . . . . . . . , . . . , . . . .. . . . . . . . . . . . . .. . . .. , . . . ' . . . . • . ' . , . . . . . . . . • ,,.-. .. . ' • ".. . ' . ' . . • . . , ' ,.. . ,. ,, . , ' . ' , • ' ' .. , . ' . • . . . . • . . , . . . • , „ ' „ • ' . . . . , . . . . . . . . . . . . .. . , . . . . . . . . . . . „ OZWA Or 3 bijL * g3.7 9P5 dAr;iepci94,ce ; 4 sq6 - , /-••• : City of f Tukwila Cent Records Management Program Storage ]BEQUEST ,.-wtt- -,,... 7'- 66 f�R ETRIEVAL � Requested by: ,�/ ;04/V/1/ Phone: X /oSS Date requested: 1G44 c- a /76 Department/Title: Date dedr— Rec. Cntr. Carton t• Description of Record (also indicate if file folder or box) Name of User eta;t:s . Jif' •!.pp •. v. %< r 7•4 %£. '•"; }.ray%.4.{i, .$'lr.M�:: el Please return to Christy O'Flaherty in CYty Clerk's office, 433 -1855. Trips to Records Center will be weekly or with prior arrangements. Please give 24 hours notice. CITY OF TUKWILA Id: MISC200 Keyword: SNAME User: 1672 06/12/96 a Name Search Files by Searching By KINKO Name KINKO COPY KINKO COPY KINKO COPY KINKO COPY KINKO COPY KINKO COPY KINKO COPY KINKO COPY KINKO COPY KINKOS KINKOS KINKOS KINKOS COPIES KINKOS COPIES KINKOS COPY CENTER KINKOS COPY CENTER KINKOS COPY CENTER -> KINNEAR Use Arrows, Press SpaceBar CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER File(s): Activity Own /Occ File Relationship A TENANT B93 -0412 A TENANT B93 -0331 A TENANT B93 -0479 A TENANT B94 -0075 A TENANT M94 -0051 A TENANT A TENANT A PROJECT 0 OCCUPANT A TENANT A TENANT A TENANT A TENANT B -BUILD B- BUILD. B- REROOF B -BUILD B -MECH PW94 -0022 PW -WM SW94 -019 B -STOP PRE93 -020 PREAPP 112 ANDOVER PK E PW93 -0243 PW -CCAS PW93 -0244 PW -FLH PW93 -0245 PW -SD S94 -031 P -SIGN. A TENANT S94 -032 P -SIGN A TENANT PW94 -0040 PW -FLH A TENANT M94 -0087 B -MECH A PROJECT L93 -0065 P -SEPA A COMPLAINT RFA93 -111 RFA to Select, F2 =Next 18, ESC =New Name & Parcel Owner C /A /E /D File ACOM ACOM NRES ACOM NRES RTL NRES COM RTL RTL WALL FREE COM NRES DNS OTHR FINAL FINAL FINAL FINAL FINAL FINAL REMOVED RECEIVE FINAL FINAL FINAL FINAL FINAL FINAL FINAL COMPLETE CLOSED Filters P SEE 35MM FILM TUKWILA MUNICIPAL CODE (O 7 9 (C) The new construction does not increase the potential for soil erosion or result in unacceptable risk or damage to existing or potential development or to neighboring properties; and (D) The structure otherwise meets the requirements of this chapter. (Ord. 1758 §1(part), 1995) 18.70.055 Mobile and manufactured homes. Legally preexisting mobile and manufactured homes may be replaced. The replacement must be with a HUD•approved manufactured home and must also meet the following standards: (1) Shall have roofing material that is residential in appearance including, but not limited to, approved wood, asphalt composition shingles or fiberglass, but excluding corrugated aluminum, corrugated fiberglass or metal roof; (2) Shall have a minimum roof pitch of three inch rise for each twelve inches of run, or about 25 %; (3) Shall be instalfed in accordance with manufacturer's instructions, which shall include design specifications for Seismic Zone 3 and wind load• factor of 80 miles per hour; (4) Shall have exterior siding that is residential in appearance including, but not limited to, clapboards, simulated clapboards such as conventional vinyl or metal siding, wood shingles, shakes or similar material, but excluding smooth, ribbed, or corrugated metal or plastic panels; (5) Shall have the hitch, axles and wheels removed. (Ord. 1758 §1(part), 1995) 18.70.060 Repairs and maintenance. If any building is devoted in whole or in part to any nonconforming use, work may be done in any period of twelve consecutive months on ordinary repairs, or on repair or replacement of nonbearing walls, fixtures, wiring or plumbing to an extent not exceeding 25% of the current replacement value of the building. (Ord. 1758 §1(part), 1995) 18.70.070 Building safety. Nothing in this title shall be deemed to prevent the strengthening or restoring to a safe condition of any nonconforming building or part thereof declared to be unsafe by order of any City official charged with protecting the public safety. Alterations or expansion of a nonconforming use which are required by law or a public agency in order to comply with public health or safety regulations are the only alterations or expansions allowed. (Ord. 1758 §1(part), 1995) /9= /���,- 18.70.080 Nonconforming parking lots. Nothing contained in the Off - street Parking and Loading Regulations chapter of this title shall be construed to require a change in any aspect of a structure or facility covered thereunder including, without limitation, parking lot layout, loading space requirements and curb -cuts, for any structure or facility which existed on the date of adoption of this title. If a change of use takes place, or an addition is proposed, which requires an increase in the parking area by an increment less than 100 %, the requirements of the Off- street Parking and Loading Regulations chapter of this title shall be complied with for the additional parking area. If a change of use takes place, or an addition is proposed, which requires an increase in the parking area by an increment greater than 100 %, the requirements of the Off-street Parking and Loading Regulations chapter of this title shall be complied with for the entire parking area. (Ord. 1758 §1(part), 1995) 18.70.090 Nonconforming landscape areas. Adoption of the landscaping regulations contained in this title shall not be construed to require a change in the landscape improvements for any legal landscape area which existed on the date of adoption of this title, unless and until a change of use or alteration of the structure is proposed. At such time as a change is proposed for a use; or structure, and associated premises which does not comply with the landscape requirements of this title, a landscape plan which substantially conforms to the requirements of this title shall be submitted to the Board of Architectural Review for approval prior to issuance of a building permit. The BAR may modify the standards imposed by this title when, in their judgment, the existing and proposed additional landscaping and screening materials together will adequately screen or buffer possible use incompatibilities, soften the barren appearance of parking or storage areas, and /or adequately enhance the premises appropriate to the use district and location of the site. (Ord. 1758 §1(part), 1995) 18.70.100 Conditional uses. A legal use does not become nonconforming because the zone in which it Is located is changed to a zone which requires a conditional use permit for the use, �r because the use is changed from an allowed use to a conditional use within the same zone; provided, however, the use may not be allowed or buildings may not be enlarged without first obtaining a conditional use permit pursuant to requirements of the Conditional Use Permits chapten of this title. (Ord. 1758 §1(part), 1995) Page 18-108 December 4, 1995 No' • 4,0 -1. u ._qq AM _. q 4 to f IC At ..1•..a low Is- is. •volos IT•I a � �.�IO• • '11 ZIA 1 fzp r. .■■r =MOD r-#- _- _..... 1 i EOd Wd£0 : Zt P66t Lz 'wer 9 Z69£ Z£9 90E : 'oN HNONd A 1 ON I ' d1OLID I O I QHW awl : IIIPr '►fir ...Ei -4 seed lo • r • wow Iglllwsu xej pue4q ,11-1 *pd u ._qq AM _. q 4 to f IC At ..1•..a low Is- is. •volos IT•I a � �.�IO• • '11 ZIA 1 fzp r. .■■r =MOD r-#- _- _..... 1 i EOd Wd£0 : Zt P66t Lz 'wer 9 Z69£ Z£9 90E : 'oN HNONd A 1 ON I ' d1OLID I O I QHW awl : City of ?lcikwid (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B93 -0331 Type: B -BUILD Category: ACOM Address: 112 ANDOVER PEA E Location: Parcel #: 022300 -0045 Zoning: CM Type Const: V -1 HR Gas /Elec: Wetlands: Water: N/A Contractor License TENANT OWNER CONTRACTOR CONTACT No.: JMRAFC*221J0 KINKO COPY CENTER' 112 ANDOVER, WE, TUKWILA, WA 98188 CRIM INVESTMENTS INC. P.0. £BOX `30182, SEATTLE WA "98103 THE RAF N ;,COMPANY;`< 4229, 'BELLEVUE, WA 980,09 .EMILY, BUCHW'ALTER 3.531 ; -'BAGLEY AVENUE NORTHSEATTLE,. WA..98103 Status: ISSUED Issued: 11/22/1993 Expires: 05/21/1994 of 'Occupancy: Slopes: N Sewer: N/A STORE Phone: 206 223 -1820 Phone: 206 828 -0800 Phone. ;;;206 547 -4192 *k ** * *'k*** ' k*;*'* k*********** tie***' k***** ***'k k*' k****** * * * ** * *y?* *,* k4c#4.* * * * ***A Permit Desei^'iption. 1 5 INTE.RI0Ri & EXTERIOR Units: 6o,1° Buildintjs 001 Fire P► tit'eci aon,i, a. ; rt UBC Edition 1991 Valuation: 355,424.+00 ' ,Total Permit Fee: 2 �, 538 08 ** * * * *At�Yk!? ****'****` ******' k' kA*** k*A** �l** k*'*** k.•'' k* A* k ***** * *k'k * ** * *Sk *'k *'k *k* Permit Ce'n'ter Authori.rzed Signature ; , Date IMPROVEMENTS :Fr,on,t Leff,' 0-'E XISTING BLDG SETBACKS Back: Right: I hereby certify that 'I have read and 5examine,d ';this`, permit and kna'w same to be `;true and correct. All provisi ores of':,at“nd ordinan`G` ;s governing this; ;=,work w111 be complied "`With, whether: specified herein or not The granting df,,1this permit does'zn.otAryesume'' Ito give aUthori,ir'.y to violate or cancel the prnpuisions of any other state or local laws r,egulating construction or th;e }t {performance of t c rk° -t, ��I� am author i z £d t`o sign for and obtain this bding ap`rRp►it.� ; .F the Signature Print Name:` This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or Af the 'Work js .suspended or abandoned for a period of 180, days from the last inspection. CITY OF TUKWI Department of Community Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 699 -033) PROJECT NAME KIMith3 Copy CF,i e.k_ SUITE NO. ____ - SITE ADDRES 11 �D UE-K.. 'PK. g INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. EPARTME1 1: : W1UJREMEN', UILDING - CONSULTANT: Date Sent initial review q3 (ROUTED) C FIRE Date Approved 101114$ 1 0— l FIRE DEPT. LETTER DATED: INIF:2 ANNING A- ( ALa trim • 24 INIT: Y C� ZONING: REFERENCE FILE NOS.: Detectors (j N/A INSPECTOR: �j IC) FI.1: V_1111•1I1,y114KsPI,1 Ecogall011011111. MINIMUM SETBACKS: N- s- E- PUBLIC WORKS I1/03 INIT: 0 OTHER BUILDING - inal review 01 UTILITY PERMITS REQUIRED? /)'Yes PUBLIC WORKS LETTER DATED: N INIT: ►2 :UILDING �t (� OFFICIAL 4j REVIEW COMPLETED TYPE OF CONSTRUCTION: CERT. OF OCCUP NCY? UBC EDITION (year): u 111yy. 'QYes No ICA 1407 AU0 eb OWING: AMOUNT 4 i �7t'lo .134Q, CONTACTED t !. " Ir of oao.� ' l DATE NOTIFIED • qt `-1 • BY: init. r •... WI 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) otroare3 CITY CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIN PERMIT APPLICATION DESCRIPTION AMOUNT 'RCPT # DATE: BUILDING PERMIT FEE PLAN CHECK FEE >:; < > BUILDING SURCHARGE OTHER SITE ADDRESS SUITE # I )7, aoV!fin- P le- F-0013,7— -7-u w f VALUE OF CONSTRUCTION - $ 3 Str' z-' PROJECT NAME/TENANT / % I A) �.o S Ga P '( cw-+../TTryt. -- ASSESSOR ACCOUNT# O Z7. 3 o o ©04.5-- (commer ai) (J Demolition (building) eOther : 61-4.e.1.1, ON J " TYPE OF U New Building U Addition [g Tenant Improvement WORK: 0 Rack Storage 0 Reroof ❑ Remodel (residential) DESCRIBE WORK TO BE DONE: /Mpn..nvE.n,.�..✓r-,s 7-e, X„.lente.t.,14v`7 hiE,LA, 'rwy - 4+.i c ,o fir, iv Lodi'v1- Poc., f v %.41 T'o, '-ET /.-a oi.i.S P.0-rA7- .0.4.1 t_J�t _S 1,./Ew w/tinnu./S/ P1--1' 1l7 - c.,t-sv o et?. /d-/T 1 or . /2- e.J,6 -7 7'o. - /✓T,a) tto 4=',10--71- ii. E -+K 's- c" ' .T 2 4-r ' /". ✓ NC-+r. BUILDING USE (office, warehouse, etc-r-E.— -r5 r J G E- S ✓'4"t E__ p -r-v-A - r L 0 S7-�r- 4-- £-- W t Th 5 awt E d i 4) 0 e- rs-+e-L- Wil"Si-t NATURE OF BUSINESS: 12... r - r,+t-i `. _ ea,,, y ea-.-, _ WILL THERE BE A CHANGE IN USE? 0 No Cites If Yes, new building requirements may need to be met. Please explain: •H.-OI.#- o ;--1-.P /4E- -7-b —77 S--)c _.. SQUARE FOOTAGE - Building: / 71 5-9.4 S. Tenant Space: ,s,•,- „„E_ Area of Construction: gG tie -*-s/ WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE Yes IFYES, EXPLAIN: Yes CB/ OR HAZARDOUS MATERIALS IN THE BUILDING? -_ ,-,_ cer' ,ir.„}, x..,_ No 5.. ,,.,r,Y _ o f.. ,off,.. PROPERTY OWNER e....... /� U s4 "S —'- r,./,� AI. E_ x'36 / /fLle. 37,4 RAPc_. 221 30 7TL�, inJ�4- PHONE PHONE 223 PHONE S2-8- L,,5-,Ni EXP. DATE �� PHONE ✓rte _ / S. zo ZIP.%8/03-+ 6I9. d A no ZIP °l, 0 e) . �/ /,� S- 7— 4l�Z ZIP e” ADDRESS P.0. I3 3oi82 5I-- �'4-°1't . BL...JI7. Z3 — o I �n pv CONTRACTOR 12.4 F- 1 e- o. ADDRESS 4) 0 e- rs-+e-L- Wil"Si-t WA. ST. CONTRACTOR'S LICENSE # ARCHITECT ' ti► I GI ADDRESS 35"3 / B/4LIFi`/ ;:.I'HEREBY;:CERTIF;Y :THAT: I: HAVE READ: AND EXAMINED THIS: APPLICATION;' AND. KNOW:T BE . TRUE: AND ::CORRECT AND V AM AUTHORIZED TO; PPI Y :F.OR THIS: PERMIT 111 3i�► a`+rr waH BUILDING OWNER OR AUTHORIZED AGENT SIG UR ADDRESS 3 531 Fri- 472.r-y 74-Ug_. 00, DATE e 313 PHONE 5-47 — 40 z CITY/ZIP ,50.2 V7T > ?B /'3 CONTACT PERSON pj,„ ILY 0. cif PHONE 5-4 7-, I/ ,z_. APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this Corm. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, orcontractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. 1f you have any questions about our process or plan submittal requirements, please contact the Departrr tEpJEgommunity Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED 'v uF l UiiVVILA DATE APPLICATION EXPIRES (6,;, IYA:5 AUG 2 if 1993 PERMIT CENTER 9L( arturr OMMERCIAL--- 1 1 SUBMITTAL CHECKLIST • • ••• ••••"•"•••:•:•••:•:•:•::: "••:•:•••••••• ••••••,•••"•••"••••••••••••••••"••••,• • • '"....1•CPMMER'...91.A),:••T•Pl••••• A•"•N• 2Corri I appbcadon (ene tor each structure . • 'neer pr..er • d Workuig draw • ••••••:••,",••••••••••:T:::•?::::::••':•••••••.'1,'••• • •••••••ie•licen.:-:••••••::::..:•:::::,:::•:•.:::., ang Legal descdption . . • .• irtgs, '::stamped Washington S • • ••••'•••. L • • : . Six (6) sots 01 cviI drawings • • , .• . • , NOTE See utility permit application and checklist for specific utility submittal requiremonts • • • • • •• •• • .:•-:„.• • ; . •• • • • • ••.••• : •... , . RACK STORAGE ••• . „.... . • . • „ • Co m016i0"0 butiding permlt . • . . . . • ........,.......:::••••.....:::•••••••••••••••• ; •••.- : •••-, • •••• • - • • ..A • • • • " • ••• •••••• 1-1" •••••••• • : .• • ••••...,'„ ••••••• • • •:".:1.•••••••••••:•,,.; . • • • • :•:::.•::•••••••••:•":"•••::::::::::::'::1•:"V••1•••'•••••:••••• ••••••:•,•':••;,:.•••••••:, ' ',:•:,:••:.:1...:•::::::•::::,":1•:•••••:., . :::::- . ::::::•:::•:::::,:::,•,;:::::: Two (2) set of,:009,:,- which :: Inclida:::::::::•:.:•:.,•,::••••,.:,..••••,:::•::....:::•,...:•••,,.... , .1. -•-'''.1::;:•:. • ' :: -:-.:•:••••:::••••::•.:••.,::.,..:::::::::::::::::::::::::::.::......:-......„. ..:.:.•••••::::::•:::::::....;,..:..::-.,•::::••••:::::-:::: ::•••ANTENNA/PATELLITE:1•0:1StIES:::::::1:::.-:::i:::::::::,,,.... . ::::•,,.....„...,..::.,..„..,.;:,,,.‘.............. .....: . : . :. . : . ., ,..‘. ::: , , . Beilc• ' . - len•••Showing:.•••;,:i;:•,':::::,:,:•,:1::,:::::1,:•••,;•:,,,,•;,:•,,,.;:i:•:.,;:,..:::::::.,...!.....:.::::::::::::::.'.::::,;';,,‘..:.'1.:,;',..::••••:...1..:....,::,..1.:::•,1:'..:111.,:.'..,:•,..........,:..,.:.:, i 1'..°1;)16td.'k)ijil°1° 1°IiiiiP11!1E1°P1"1°.'i:::':::::::::<')..'''''.?':.....<..:::::i'":"...... iin9'9c)°rR. ••:...."..•.:';'..:••••,..;;::.;.:::::.:::::'•::-:•."••::•::'''''':".. '''' - •"- - :" '..'. : - • - ": • ..... :.•:-. ... .......:.......... .....„... : : . : • --.Entire .60ece,f.here • racks will be located „., , .... ' . ' • Exit door'.:i;.;:■.:.:..:.:1‘fr..:::::;:::i.......: •,,),:::::::;,„....••..•,::.:.::-...:.,:::;:.:.:.:':::::.:•,'::::......,....,.:;.: lAssessor .ACcount Number ' Dimensions '...of.pli44,.... : . : : • • - ' • • •••••'•••••••'."...: ...• ••••••:”; . . . ..... ....... „,....: ...-... .... -•:" .'..........-::.: ' " . - • . ... .. .1 Tenant space 1 10: i e„.„.PI• .p. • n: • • en o..t.win g T ac.•k:••:, etor a re:•.lay..: c,..ut,a..:iele.and•,•,:;: „• ::.:„ '.' . •• '''. '' ' T•....: . w•..-:..." .o ,,• :..., (.• 2.•„: •) ••. .•.•.s•.••: : e. . . : •: :t.::s. ::_••0,:..v.1.., ,: :. p •. •: •.• i.• a. • ..:. n•„• .:„. s . ..::.•,.•,.::••w••:••:,: • ••h.,......:I, • ch•: . inctude exits .•.:.•,• ..:...:.,:......„ .. ..„• ...:..:..:,.:.:.„. . .,.,..„ ... „.. . .• ,,,„.. „,. . ...• ....:.:.:.::;,....,..:,..:.,.. . .....:..,.:.„.... . ...., . . ...., . . :Site-Plan (showing •Eiricl.lOcatiOn•of:Tintennrifsetellite:bish) , .......: .. , ....„::•••••••••••... .....• .:•• • ...•••••••:,.••••••:::• •••:::: :.::••••• :...•••,::::::•,.:•.:::::::::::••••:::•••••,...:••••::: I.: . . .... -.....:.:..- ...,... • -......•-•. ::-• . • . •• - . •• ••: • • ••••••••• v....F.' :: .:••••••••:-....: ,.:.:,•:••• •••,••••:•••• ••• ••••• —: petal's ris ttenna/ Satellite dish ia0d rnettiOd of :.atipOiirtient:::::::::::::;:•••••••••:.1:1::::::::::: .:•.; •••: NOTE: Include dimeniione.:oirackellieight,:widthand.lerigth); aisleS;•:::: •••• ••: ,..., and exit ways.onplatf,,:::,:-..':::::.:...:::.....:::.;',:...:-:.:, . '':.:'.::,..::-.-:.::....•,,,, .•..:..,--. : ....::::.".•:::::.]:,:' '.'":-: ,::.:,..,: ... ... .... ...... ..... .... .... ... .... ... ,.., .... .. ... .:... .. ,..,....:.•.. .. . . % . .: . .::...:-,.....,...,.:.....:..,.......:....:.,..::::..:.--:......,... ..:::::::.:..,....i: . •::::::.,•"•:::::•••,•: Structural calculations .:siarriped by a Washington Statelicensed:-::;;:••:: StructUral:calCulatiOris'itainpedbYl:a,WaahlrigtOnStatailiCaneed:::::::::;::::•:: engineor(rack.Storage:•8! and .oVer) :•:::,...„•......:.,- . : . ,,,,,,....,........: , ,..• •• •:,•::.: . :::. . ,..,.....;:„.•,••• , • engineor may be . i ':•,.:::':"...-,'...,:i.:::i::::';:.:.:.:.:,',.::•..i.::.•::::::::.:i.",..,:::::::::::?...:::.:::::,:.i.:::::::::::.::::..:::, Two (2) sots of construction plans which Include • Locaon of tenant space •Exisdng and proposod parking 6:8; Tenant Iocation •• • • ••••••••,•••••••••••••• • .....,:••.•• • ....• Tenant so - - room labelled .. acai.pIaiWInusP!eci Exit doors egross patterns be Jdento . . •:••••,•,••••::. • •- Construction detafls •••••••••••41:braiiiii6traiie::iiicwii'4,*all."666stru...cli°nard method of attachrnant for floor and ceiling Stritaturel,ICalCUlatiditt:•etaMped ;, a Washington State 14.1' enginoer may bo required if structurai wor1 is to be NOTE 1! any ut,hly worj¼ Is to be done subrnit soparate ....... 1••••••.: . . ... R • , • • . . ... ••• . . "•••• . • ••••'• . . . . . 4 .1:Coitipieted•builOng:Petinit;:iiPPlicatiOri:1(aria::fOr.:eadh.strUClure. Aaaesar*Cci'ittiit • Narrative descnbing existing • rotit•••• Material •being " reiticiVei, and . -rnatOrja1.,being instailed NOTE A cerfiflcatiori Iotter is required prior to final inspaofion and sign fl Of the permlt RESIDENTIAL NEW SINGLE-FAMILYDWELI,INGS/ADD1TIONS :.• . • . :,• •• . •:. .. " • :•. , • „: . . . . , • Completed building permit application (one for each structure) • • • • . ••• . . .. „ . . • ••• • • • ••• Assessor Account Number.:.::„...: •••••••:.1.1Z 1 I Two sets (2) Of working drawings . .• ". • Site plan .....:—......4471ripIthi;thoWclOSEiiitiYarantiOCitilori.':::•""'":: , .• Foundation plan ••• •••••••••:::•-• • :,• •Inciude• access to•butlne',:ShowIng,•:::::;':.;:::: .• • Floor plan •••.•• wIdin and leabilt • • Roof plan . ......... • Building elevations (all work Is to be done Buiiding cross section NOTE 1! .. . • • .... •• • Structural framing plans • ••••• • d 'V. • be submitted must . . Completed building perm)taPplidatiOn:,(9001:for;each.Stritchire)A,!•: ■■•■•••••■■•■■•■■•••••••■■•••■■•• Ae66....••••..................••,.. • .•,... .. • „„......,::•„..,::::.,„•••••:.....:,,-,:::.....1..-„:•:,......•:.•::,,,,,..........•:•:.•••••...- ssbr.CCP 1. '•• . :•••• - ••-• . .1; . ''•1::::.....:.....1.--.:li'n•Clude:•••,1....,,:•,,,' • ...,.. ......,....„............•,.....•.:,••••...........:„.........:,......,• .-.::::„.....•.,.,,....... 2 • ••• ••• ••••1••••;••••••:.',••••• •11•:••;•••••••••••:•:::•••••••••ii(Wings;*111911 ..9.•••••..:.i,::•."•....:•;:".••:•:::::: ,.. .. . ............. • ' .....::::::.. •....,,,, tii4e..(2)1! ,..... ....• :::.•••••::::•••••::::::"...... :-..............:.•••••.:;:::::::::•'....:::::::::::•••••• ". ' ..... ..:. • :.:..... • ::'' ..::: • • • •"::::::,..:•.••:•".••:•:••:::•:.:".•-":.••••::•••••:•:••••••••:::••••••.::."..".::::::::. •:::77.77%;:"."''.:•.:".;••'••....•'site..Plan •••••••'• •••'• ••• •••:••••••••••••••••":-.•:••:-.."•••••.;:•":••:••••••••:.:-•'••:::..P•••. .." ••• • • •••• ••••' Foundation .::••••••":••••••:" •.Plan:::::::::•••:::::.-......1::::::.• ••• • •.:::::: Floor plan . .,....,...;:•,........:,•••••,..:*..,...:::::.....,....‘,.....:„...,:::::..............,..............,....::: 1::::..1'1.111:•.:"1.1'i''''''•••••:••';96f Pirl:'•:::::'.:••••••• •• g ilding elevation S.:(all•VieWS)::••••1:::::::::::.::::•1: • •••:•:::::::::::::::::::;:,,•••••••••••••1 : . :.: ,:::::.:....„:„::::•:. :.:•.'1.'":"•::":::•:•••-•••••••Biiilding ................ •• . .. . cros .. F-1 Washington State Energy Code data REROOFS•,.: Complotactutilityfperrnit apptication Completed building permit appliCatioril:(One•ifor each.struoture) :::. 1 Six (6) sots of site plans showing utilities .: • NOTE: Building site plan and utility site. plan may be combined See: utility permit applicationand checklist for:Specific submittal requirement Additional topographical and soils information may bo required if.uniquo site conditions. ••••• AcCoUrit Nuitiber':":" .• 1., Narrative describing existing rOof,,meterial•being rernoyed, and . 7— material being installed: :•••••• ••••• • • •:, :.: 1: . : : , • NOTE: A. certification letter is required prior to finalliisreCtiOnandsignr off of the permit ' • ; • : .: • : .•..: ***k*** *• ****h• kh****************** ** * **** *•h* *h**** *h* ** * *kkk**** CITY OF TUKWILA. WA TRANSMIT ** k ** * *k* * *** * ******** * * * *• * k*** * ** *** * * *h *•** ***k*** ** * *** r * **k* TRANSMIT Num er: 93001167 Amount: 998.08 O8/24/943 Permit No 893-0331 Type: 0 -BUILD BUILDING PERi(r Parcel No: 022300.0045 Site Address: 112 ANDOVER PK E Payment Method: CHECK Natation: CRIM INVESTMENTS Iriit: SAO ***•*** ti1** k************************ *** ** *•k *** *** *k* * * * *•k* * *** * ** Account Code Descriptions Paid 000/345.830 PLAN CHECK - NONRES 998.08 Total (This Payment): 998.08 Total Fees: 2',538.08 Total All Payments: 998.08 Balance: 1,540.00 GENERA 998.08 TOTAL 998.08 CHECK 998.08 CHANGE 0.00 3790A000 15 :29 * * k k***** * * * * *k * * * * * **k * * * * * *kkkkkk * *A** *k* k **kkk *A *•1Fk*:k*k*k* CITY. OF TUKW1LA, WA TRANSMIT, ******• k****** *** *•k**** *k *kkkkk****** *** ** *k******* ***•k*74**A•**** TRANSMIT Number: ; 93001701; Amount 1,540.00 11/22/53 12 :31 Permit No B93-0331 Type: .B- BUILD BUILDING PERMIT Parcel No 022300- •0045 11/22/93, Site Adresi3a''112 ANDOVER PK'C Payment Method: CHECK _ Notation: CRIM INVESTMENTS. In i t: SLB * Jv***. k****** k* k * **k *' * *•k *k* * *** * *kk *. *A*•k*• kit *k* ** ** *. *k *kk•kkk* i *k ** Account Code Description Paid 000/322.100 BUILDING - NONRES 1,53:.50 000/386.304 STATEN BUILDING SURCHARGE 4.50 'Total (This Payment): 1,540.00 2,538.08 2,538.08 .00 GENERA'. 1535.50 GENERA 4.50 TOTAL 1540.00 CHECK 1540.00 CHANGE 0.00 6437A000 16:31 i,*'****** kk• kk. k. k********: l***** ************A***********kkkkk• .k****k GENERA 60.00 TOTAL, 60.00 ITY OF 1•UKWILA, WA TR!•1NSM1:T CHECF( 60.00 r****.*************************** ********** **** *************k*** CHANGE. 0.00 TRANSMIT Number: 9300.1776 Amount: 60.0.0 12/13/.933.2X1 7 7015A000 16:05 Permit No 893-- 0331 ' Type: B -BUILD BUILDING PERMIT Parcel Na 022300-0045 Site Address: 112 ANDOVER PK C, Payment Method: CHECK Notation: J. M RAFN CO. 1riitu.SLH F•k* ********** **k* *k**k*kkkkk**kkkk ****** **k*kk*kk * **•kkk *k*kk*k Account Code Description Paid 000/322.100 BUILDING NONRES 60.0.0. Total. (This PayMsnt): 60.00 Total Eaes: 'Total AIL Payments: Balancer . 2,598.08 2,..598.08 .00 **k *************h***** A****k k* *A ***.k *t *k ** * *k *'k ** *A• * * **k *fir *'•kk•k* CITYpF TUKWTLA, WA TRANSMIT **********•*: 4* k****** k******* h.• k******* * ** * *A *****k *k * *•k ** **•k * * * * *. TRANSMIT Number: 94000042 `<Amour►1;. 30.00 01/11/94 12 :14 permit No B93 -0331 Type: H- BUILD .'BUILDING PERMZT._ Parcel • No: 022300 -0045 Site Address;: 112 ANDOVER . PK E Payment , Method: CHECK Notation: KINKOS In t: .SAO ** k******* hk*******k k** ** k** k* k***** kkkk * * * * ***k *kk **A*k*k*kkr4*k Account Coda Deecriptiort Paid 000/322.100 BUILDING, - NONRLS 30.00 Total \('This Payment) : 01/ nij0 2,628.08 2,628.08. 0.0 GENERA ' 30.00 GENERA 10.00 GENERA 15.00 GENERA 10.00 GENERA 15.00 GENERA 10.00 GENERA 15.00. TOTAL: 105.00 CHECK 105.00. CHANGE 0.00 8037A000`. "'12:00' CITY OF TUKWILA Address: 112 ANDOVER PK E Permit No: 893 -0331 Tenant: KINKO COPY CENTER Status: ISSUED Type: B -BUILD Applied: 08/24/1993 Parcel #: 022300 -0045 Issued: 11/22/1993 k******** *** ** ** ** * **** * *'k * ** **** ** * ** *******' k 'k ** *** ** **** * ** * *** * * ** * *'k* ** "Permit Conditions: 1. BUILDING PERMIT NOT TO BE:: =I,SrS_UED °'WITHOUT: A.-:.HOLD- HARMLESS AGREEMENT IF THE DEPT. OF .ECOLOGY +SHOREL}INE''=APERMIT APPEAL PERIOD IS IN FORCE;,. 2. Landscape irri,ga0oh plan's ash ;all bp 'approv,ed and irnp.lemented prior to final, ;bui 1,dthg`' permit capp:r' ov 1 . e; 3. 1. THE EXI$11N6 10,' UT.ILI:TY' EASEMENT SHALL. BE MODIFIED.T0 INCLUDE %;;, IIDE.WALKS , A' COPYOF'` THE +..RE'CORDED'' MOOIFIED''E`ASE- MENT fcOCUMENT' SHALL BE"`PROVIDED TO THE 'CITY UTILITIES INSP.ECTOR.tPRIOR' TO =.'THE FINAL,1 INSPECTION. 2. THE; NEW SIDEWALK HALL BE TURNED,yOVER TO THE.,3CITY t'ALS PRIOR' TO THE FINAL INSP'ECT.ION. 4. No c a 0es'; wi 1 1 be made, ::to th`0,,p (,ans unless approved by,,;sthe Arch ,tectrY�.and t e Tukwila Bui�i.oin Di- vision. 5. Plunb1ng� =.permit, shall-be °•ob.ta'�lnedghrrough the Seattle IC�in`. Count D`epartnient of, ,Pub -1 i c ' e 1 th :* R1 umb-i ng will ,. 9r, N b� a �s 11z v � � f 7, � ���4 .r- 5. f ingpe.cted by that. .agescy;t_,irlc1udi.ng.;,all) gas ,piping ,F r.r... 'ti 1 {'��.t 6. El rtri�ca.l permit sha�ll; be,olhtained 'th'tough'.the Washington �' 1 , � ? St ,t ;fir Division of Labar,. an i ndustrie,s..a`rid all electr „ical.h,:. +.7 wore A+ 111,r,�be ;nspeEc;ted' by�'t aa enc.: 248 - '`6630) . n {� � • r,. fir,. g Y, -,��� �. 7. Al 1 mechan i'ca 1, work'.sha.i..7 °,..b under sep.a,rate2permit t `roug ?h " + #. t he,, ty of`,Tukw1la. 8. All .p rnj. 's', inspection records, i-id• a roved . 1an `'sh r Paitable �:p p s a l ,1, b e maint%a1ned at the job i`te;r.p'rior., t the start of' f � t M1' �.., n� any construction[ These documents are ;'t,o b`e. m'sintained avail a'ab'1e until final inspection ,app'rova'l is g anted. 4i y a p 9. When spr c.I a l i�nspec6i,on is reyu,l red e°i't,i.ve: r, th'e,r,'owner,+ arch i tect:'or eng,j�n;,eer a l l notify the Tukwila Bu.,1ril'd`i ng �l v• Division appb;1n.tment''of,, the inspection,;. agencies :pr iorr the first'='bu`i,1di'ng :inspection Copies>"af all special inspection r',e,ports shall: be submitted to the Buildings. Division in a;w iniely manner ReportOhall contain' ddress, project name, per rnit number =and.'';type �qof inspection>tbeing performed. t. µ $rw° 10. The special inspector s`h °i.4ll subm.3.t..a f1;n1ai .signed report stating whether the work °`r'equ`lr.i g spic,41'' inspection was, to the best of the inspectors knowledge, in conformance with approved 'plans and specifications and the applicable work- manship provisions of the UBC. 11. All structural concrete shall be special inspected (Sec. 306 (a) 1, UBC), 12. All structural welding shall be done by W.A.B.O. certified welder and special inspected (Sec. 306 (a) 5 UBC). 13. Bolts installed in concrete shall be special inspected (Sec. 306 (a) •2. UBC) . 14. Any exposed insulations backing material shall have a. Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 15. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length, 16. All construction to be done in conformance with approved M _ 0 Edition) as amende by the Washington State B i1ding Code, ir.�. Uniform Mechanica lode (1991 Edition); and 4( jiington State Energy Code (1991 econd Edition). 17. Notify the City.of Tukwila Building Division prior to • placing any concrete. This procedure is In addition to any requirements for special inspection. 18. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance. of, the jurisdiction. No permit presuming to give` authority or violate or cancel the provisions of this code shall be valid. 19. There shall be no occu ancr "Q:f "L,1e::ti1'k`1 di.r under this building permit. .. p�r... �� g�_ -�,. *ILA City oC Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B93 -0331 (510) John W. Rants, Mayor October 11, 1993 Re: Kinko's Copy Center - 112 Andover Park East Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. A fire alarm system is required for this project. The fire alarm system shall meet the requirements of NFPA 72 and City Ordinance #1646. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1646) (UFC 10.503) Remote alarm and trouble annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #1646) (UFC 10.501(a)) Local U.L. central station supervision is required. (City. Ordinance #1646) 2. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) • should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 ' Page number John W. Rants, Mayor shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.505A) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical. Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 4. Flammable or combustible liquids that are used in City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor excess of 10 gallons total, must be stored in metal storage cabinets. No more than 120 gallons may be stored in any one cabinet (60 gallons of class 1 or 11 flammable liquids). Cabinets shall be conspicuously labeled "FLAMMABLE - KEEP FIRE AWAY ". Cabinets shall have a 2" high liquid tight lip for spill containment and shall have self- closing doors. (UFC 79.202(c)) (UFC 79.202(2)(3)(b)(c)) Dispensing of flammable liquids from drums shall be by means of suction pumps. Pumps and associated equipment shall be of an approved type (U.L. listed). Gravity dispensing is not allowed. (UFC 79.802(c)) 5. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.1O6(c)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking .shall meet the requirements of the Uniform Fire Code. (UFC 12.106 - 12.111) When two or more exits from a story arA rAnuirAd AYi+. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 4 signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) Manually operated edge- or surface- mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 12.106(c)) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) When fire dampers are required to maintain fire resistance of construction, they shall be installed in accordance with their listing and UBC Standard No. 43 -7. (UBC 4306(d)) Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. { -■5,•,:1,•:ii:t" ,:••"7,771,•F-770' • r 47,-,`••••0• " City of Tukwila Fire Department //. Project Name I /0 l() Address /2- /4 Suite # TUKWILA FIRE DEPARTMENT Permit No.i39 FINAL APPROVAL FORM John W. Rants, Mayor Thomas P. Keefe, Fire Chief v...74Cetain current inspection schedule iNeeds shift inspection 6/41/ Approved without correction notice Approved with correction notice issued / Sprinklers: Fire Alarm: /1%f Hood & Duct: A/ Halon: A/ Monitor: Pre-Fire: Permi s: FINALAPP.TRM.‘ T.F.D. Form F.P.85 . Headquarters Station: 444 Andover Park East • 'Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 OTTO RO -.. ENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 7254600 • Tacoma 627.4477 • Fax (206) 723.2221 April 8, 1994 City of Tukwila Building Division Attention: Dave Larson 6200 Southcenter Blvd. Tukwila, Washington. 98188 Project: Kinkos Copies PERMIT NUMBER: B-930343) 112 Andover Park East, Tukwila Mr. Larson: We herewith certify that we have completed the following types of inspection and testing on this project. To the best of our knowledge, all work inspected is according to approved plans and specifications. 1. Reinforcing Steel 2. Reinforced Concrete Copies of all reports have been submitted to your office. Yours truly, OTTO.ROSENAU & ASSOCIATES, INC. `5114=12"-- l -rte Susan Rosenau- Moser. Vice President. cc: J.M. Rafn Company RECEIVED APR 1 21994 CONliVIUNI l'Y DEVELOPMENT ° INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Z3F3 o33/ PERMIT / 670 • . : ype o ns . : .1.7 Address: // 2 ,C, 4/43,-"-- Date Called: Special Instructions: Date Wanted: 1:Qrt-i 11equester: Phone No.: fL Approved per applicable codes. O Corrections required prior to approval. COMMENTS: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee ust 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. • : • hill1111111.11111111 --- INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 (206) 431 -3670 ro � y?lc� y"p ns on -:: ;) Address p / J Dote Called: Special l nx� ns: Date Wanted: j Requester, Plane No.: C] Approved per applicable codes. IgcCorrections required prior to approval( COMMBNZS: ...i/ rr'' �'✓j�.�/ 9 fD'bcr'Z -, e#4-; - ;7,7 Date: El $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD C` Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ffi3�0331 PERMIT NO. (206) 431 -3670 Proles: K∎ r*D c_c cprm '9") 1n: - Fi na,l s Address: 1 tb -\f(1(v "QY PIC -F Date Called: Special Instructions: PW q 3~ o a� 3 C C. (at_`7 )9u)u3- Oa 4N t_.ta P w (1. - 0a U5 �j- D Date Wanted: am. p.m. Requester. Phone No.: Cpl Approved per applicable codes. COMMENTS: ' O Corrections required prior to approval. Inspector; Dale: 7 IL/ O $30.00 REIN$PECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 3 PE / RMIT NO. (206) 431 -3670 K-V g� 4 '11' Ype o ns.:. , 9/ 4( . i. . Add e • 1 ,� �:, ; :: .r a;dI .. (� jy�/� �%� ! . V , /ol 1 ' ti p 1:,e "anted: 3--g - q L, % 7 am p.m. Requester `YL. Phrx1e No.: ca.70„ ..7,y7 r tiApproved per applicable codes. COMMENTS: ; c --ro Inspector: O Corrections required prior to approval, N(4 L_ We:� o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 k13. I P rity (206) 431-3670 /_ Type otInspect • 1 4 (-4ru.11(hyi,p. Instctions: 1 1 k Date Wanteci ,.... pii .....,67 4 " 0 91,Approved per applicable codes. 0 Corrections required prior to approval. •••■=111■IM111•••■ COMMENTS: '/S) cso(i--4 4 A‘fri-e7 (-;_5 Inspector: Dal fp $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ReceNo .! 0: 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 95188 10 (206)'431 -3670 roe : 2:A/rot /oz.- 57/Er-A. Wy}.1.4- JA-it. rn -167. Type of inspection -i- o,- _ n l , D. Address: I i V dbvn,, , r , V v l� Date Called: Special Instructions: Date Wanted: ? -1 " 7 `[ am p.m. Requester: Phone No.: _ ? s- 5902, Approved per applicable codes. El Corrections rectal-red prior to approval. COMMENTS: 2:A/rot /oz.- 57/Er-A. Wy}.1.4- JA-it. rn -167. A iec""ia ANP Ne l n.- E L-o nrr E L/ r7 j C N EZ% . jL —9A-,(2. . r :eV 4-t.a,J 43 ni+ Er t I 2V93 S o .) (2- -3-a 0-) '7'N c •L01v,--- tn■N, - / 1 v n 3 ut S`-r9 • Lv 1 u,._ C,r _- c - w 1714 B . i� 6-10" Crd • eT,vS ct LA-i Alt..: Lv f, P . nspector: -' O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Bac* No.: We; Ae--\ kJ' INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 liffMnli.* CrWinit...L....1 A ! .... 74 YPe ° : gliMMAIA W ItIPIWIMYPNAI N kirISIZEM11111 I . . . @I ,., sum . , equester spirjAmi ' JO II . *-75- 3WY?-- aCApproved per applicable codes. COMMENTS: ' 0 Corrections required prior to approval. Frirpector: / c— qL(. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.; Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA`BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 . . MI AINUMEPPJM: ype 0 anitiMillil "RWOMP4A9111 479: stnict • , , Gikyt s, "FleoSe, 'i aSpEcr -1,0E o Io- 1 Z. Do am : - — q • Requester E,I me .: 0-7 - 0 0--- k•Approved per applicable codes. El Corrections required prior to approval. COMMENTS: r-- -6-V■rrir-dr-ni CG: o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 033) PERIKT N0, / (206) 431-3670 Project: ",1 h1 K O S T'� 1°ype of Inspection. �� Li Address: A , P. e. mate -3 Special instructions: "`p Date Wanted: 2. 3-94 Km. P. P ?LAW'S 'S O t" S N E'A it-.- W At-LA S Requester: r• Phone No.: NLApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: A-rk ovt... 4 i 5 A ,' wA I.L■S q MLA! - IInspector: Date: 2-13/44 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter. Blvd., Suite 100. Call to schedule reinspection. -ii�e; INSPECTION NO. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 I, PERMIT NO (206) 431 -3670 al. ak. 7 i g i y Aw aorg -, ' jmulliliMEREMIIIII L- •equester. �_l O..y, -- E. �' `v l Phone No.: ,5' __ 5q0 LApproved per applicable codes. 0 Corrections required prior to approval. fi Pete: O $30.00 REINSPECTI • FEE REQUIRED. Prior to reinspection, fee must be paid at • 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. INSPECTION' "RECORD Retain a copy with permit CITY OF TUKWILA /BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Proj +« , _ .- ��lJ ? its.,, I Type of Inspect" ..CIA. ' •t - ai..TS AP'RoVIr:f)• %. • X071 1:• NM.y . G u� ►.P 'L.AM" • 11.1rJ "au t:m--7� q D ate Wanted* ---q I a.m. p.m. Sp, • . nstruct ons: ` r c...- 3 ?"0 Requester. ,Q W A'u.� . Phone No.:57 7. ?J' GI 6 - ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' •t - ai..TS AP'RoVIr:f)• 1:• NM.y . G u� ►.P 'L.AM" • 11.1rJ "au t:m--7� a" b ' a )to InivP # .4- YL- • C Srt ' VL. At Li tJ _ ,. 4 Lw. • f.1 S- • - / Z4:7 -7 ) ..✓' . — S1A. rr. P L"WN . 0 1,%.. -34 e ' L 0 - o r d SR -*-A IL- N A l L t r1 G w i t.L. be t NSPv-crep.' • IL "'t4 '1 1:�S u I.AT� f t = A RGkt it t`@'C."C` D �`t e'1`b Q f •4- 40-0-1"0-n--- p ‘..n-TF NA 11.1 N G i....=►m-rs • ❑ ;30.00 REINSPECTION FEE RE UIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 a3/ PERMIT NO. (206) 431 -3670 •r. :.; lh k- a ypeo ns.::. ; �, /•f/i0z Address: ,_ // Z. /A�'�- Date Called: /_ /o ...1 fe Special Instructions: Date Wanted: "'7/0 ' 9,,Y am. p.m. Requester: Phone No.: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' A e P rL.4vks9 exce 7 R (1- R ez- luto A N c t ti.S roe— T'& &b.ita W AFL.. o1 "r14 C--- _, ---, j Inspect or: �- o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. °INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 c.1 Y1 K S C" 1913 ° ..:.: Y tarn Special Instructions: D OY Fr am 1 fl , Y I ►1 tG COU 2 Y U 1 Date Wanted: 1 ,,� - 911 am. .m. El Ot On Plane No: Approved per applicable codes.. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date; INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 )1 N rc a r Ype a ns n: wCe -e-re Address: 1 / 2- A. , e-, rate Special Instructions: / /, /2,_ ... SP tiro IAc• .Th -Sat ii.- rate Wanted: / 2- `y 9�r3 am. .m. Mlivaster. varlitg_. pun. No.: Approved per applicable odes. COMMENTS: ' ❑ Corrections required prior to approval.. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 roe I s— I t J iC. iS Type of Inspection: RE-,R b r ,APP It=om o....,- Jj e tr,cI sr, ,JC 4& . G.-y.C1 s Address: ,' 2- A - e- E. DeteCaued: • 12-tn1 F ,DA-A-I hI S c,' lo P A it Ti r3 Q 6.—)\-4-4-,c.C,4v Special Instructions: r „y_ i cf `(.. e Wanted: 1 Z , fu.- cj m p.m. Requester. C::1 A-t..a 0 G nro r' tivM -<.-.\ R -6'61 -s. SNA-t.--C.- Phone No.: U ' _ P< P2 S !h'.'�"5 , AtJ2 (i mPt-tA c WITI ❑ Approved per applicable codes. ja Corrections required prior to approval. COMMENTS: • g i771-at F of 7.)T-rit.. STV-44 c.rT-t Air-- /.s U 14P•EYL„,,A1 • A ■Ft.,I r3t.%I..r -(Ala 14 -a-uF /s a6--i SIC ,APP It=om o....,- Jj e tr,cI sr, ,JC 4& . G.-y.C1 s APPa- ov4 ---. W I T ?i A. 111 ,a -r2" 11'; t,tST' 6 c •S►a61ni T`T6w ring TiO4 CA 1":1 . 0'P/1' 2- 12-tn1 F ,DA-A-I hI S c,' lo P A it Ti r3 Q 6.—)\-4-4-,c.C,4v /1P OvI 1�S A 0 0 t� - h1 >r - G"4A,t %"-Ytl =,JV 14 t ciLF SW /1-1 L.- 6C. (1.),.'e-- c..tAItde"S) •'r to n+` --IA 1-16-e--01-19 SL-eW `6 -S o t.i 61) Cza•- 14 C`7LS. V T'IN) C- SNA-t -L 6 ( r•t -srA-t-CeD I NJ t..J' l Cy t GIGS- -3- '37 'A /1--14 A-t..a 0 G nro r' tivM -<.-.\ R -6'61 -s. SNA-t.--C.- A ft-4 t 3 N A t Net- (..."1-k---(t— -3 P�—t( 6--4 I n]C-7 ito-tJIc _ P< P2 S !h'.'�"5 , AtJ2 (i mPt-tA c WITI I t IJ- STfrt4.A --t NI ► Nsl GTtar,S. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. e: 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION ). 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ; , `~ = (208) 431 -3670 r l U 1`0 S ni b rd 0-- YPe o Inspection: �2 E-12-0-0 F 714 A/P PIx HR3 SB.=c, F-ic. il er4.k.kt n..itrn -s Address: 11.lt-rd Fr rJ C7 • 4-1- e..-- a F- "TM e---5-.- vn brsT !_°a: m e9" A n440 Date Called: Special :structions: beur2. GE Date Wanted: /21 / Of 53 am. p.m. Requester: QA-, P Ft) 11- C f N c(l- tr3C9 v/4"t»wAn"l.D h) . Ptane No.: PR-O cE"--D 1 PI G t3 0 O -119 /s PO/ /J IS /ct ,%— O Approved per applicable codes. VT Corrections required prior to approval. COMMENTS: . 1-0 Ft4 ,Cfl4 L.. -A60 11-A-1*: o nJ -71t ni b rd 0-- G►N��')tS A P P itt vM-, T7,1E LA. 13 -C.. cN Or? TE1.- 32_ rAJ 714 A/P PIx HR3 SB.=c, F-ic. il er4.k.kt n..itrn -s Fort. 11.lt-rd Fr rJ C7 • 4-1- e..-- a F- "TM e---5-.- vn brsT !_°a: m e9" A n440 ‘/• ., FireY, 1” -. i4 -E- P4Gusi .. . A / J is,-,01...i rn ur sT Pam S IA 6 r>t % 11. -TT) `04LS 19-`1,01 Cr AI NV A PP/ i t-WPft- -- !2 , i /: -S QA-, P Ft) 11- C f N c(l- tr3C9 v/4"t»wAn"l.D h) . PR-O cE"--D 1 PI G t3 0 O -119 /s PO/ /J IS /ct ,%— (A N-1-1 L.- TH` Ago vta /Z.c Ou 1 R.c3- rn vc--,, 5• A /L�,. m f O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. e: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 ;)�. 0 fype of I ISate ., struct P. :,e nom: Requester. I'honeNo: 5.7 4 -- 3 O D-- Approved per applicable codes. COMMENTS: ' IInspector: ❑ 'Corrections required prior to approval. ? F AIM LI NC A )' A1E14 / r✓F -��� Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt too.: Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 NO I �t'il/ I YPe o nsPed i ANAMMIll • �: • Inst « ons: 12;0o M N 1 Date ant : • • MEI Requester. l �n Phone No.: 75 _ 311, Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: y. s•.cf`dr, �►... %��l y,,.P . • "'- r a tl•— r c7 vim. YK r JInspdoI • 36 t �� ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd:; Suite 100. Call to schedule reinspection. J. CLARK JOHNSON Consulting Engineer 1418 112th Ave. N.E. Bellevue, WA 98001 (20111454 7137 Job: • ki H fro 13 Ira bFf-) 0- Date: Td?, ff. /443 By: M5 /D.? /�.T Subject :. 7R() G-n Coar'/' ci 7'Ar /a /tics r N /-r0 C3v /L,0/1-/G tow CociNTY , w S . SA. /%5 oi De :510'N CoDDe- UNFp-aeM 1'vfLi t1/4/G C ' /9'91 tSL:). vviNu. go MP/1 , 2XP0SuR 3 Oel,SMtC Z AJZ- 2Zr` - FS'w 6 RooF sNa (V 404 v 25 P,SF. Z/v r' Corr/PU 7 77 O,vS 4. G., RAc G C3BAMs 13/- f3 /S Lf}T��2AL , L I - L 6 RECEIVED CITY OF TUKWILA AUG 2 ' 1999 PERMIT CENTER 1 EXPIRES 10/93 P4431 oP c.Eus J. CLARK JOHNSON Coosaltint Engineer . 1418 112t11 Ave. N.E. Bellevue, WA 98004 (206) 454 -7137 • YLL Job: Date: zil't/GY t3 ByI 125. ?LWIVi7 " Subject: L,4. "-'' 4)67/6N A-1-6141- CJ /6e Yi I _1 1 $0 in (k 4¢xPo5 u ''a Ce s.7 xa Cc 0.6 z 1< r ptA') mA/A) pi,a4n Cy : ,, I . /, o 12 = /31 zz es( 64' gale aaz pJF(8.37S(#) (/ /() J. CLARK JOHNSON Consulting Engineer 1418 112th Ave. N.E. Bellevue, WA 98004 (206) 454 -7137 lab: bates gt1.0i' 43 By: O.S. -geni/vS7e Subject: . L1r1L D6-2/4N LhnL pp3i6N "7/6). ` (/6.72 Lp,(zs7� i 06, 7z 4, 9/ 1 2ip XZ 2a f - '!3'r2a1 /6.7a � k. )(3r'. zs ) v@ x3 / / 2D' t 8'-17 goor Y- Y t z. 0.0 0 9 Arr /rei - 6 9 Vr' lY ,f„ 0. X55' l`0./F# _ _7. �" /f /3.2z (8:375 ff)03/ /4S 4 ' 015 kr ' - it, 17/ ( //5: 5 kie)(, 33 7=t13'11- 7' +1, D, 172./ -r /0 /7 (`/144- o . 20,E , 41/61(4- sr �6�1 `t Z. J. CLARK JOHNSON Caneulting Engineer 1418 112111 Ave. N.E. Bellevue, WA 98004 (206) 454-7137 Job: Date: 1"Y 42 Bra S. N /Mr.+ Subject :_. L,. 7 t4Z 9N'3 /6"/ 3 !- DEPP 6ev O✓L 7ts? / /N& 4i )e s- = a.32- I vo- (72,#.) z 2 7 pt / 4 . P S 36 /b,' (. ovavilogAika G e4r X 2 . M Mor = Z.78 Are 016) = 30.6 frIA /5 ;; ( (1 / r,.) (IZ (f)( (al 4) .f 1/. r c 3G'v(*(me +)(t1e-1-) z C 0flDT - /nn A3 -it krp 16- f /2 0o U)C (ll h11r2S(8 T.e7�/S/,or1 (G, e, -113' kr J ) HEAP vvraiL_L 1 1 1/V27/GATES SH.Al2 • VC/.4LL W PL YWC,xa7 ONE S /D': • 1. .SHEATH /NG : eilzi PLYVi/GciO Ole 0.5.8,1 ONE S /OE', e5LOCKK'D,;, . WAIL W/ 813. 10c. c. ALL EOGES AND /' ''/v. c. F/ELD. . . : i. • . •••2.:1301-7 .5 /1_1._ PLATE 70 CONCP E'TE w.//:1•41/0 x /0I/A:$' • efe eo.G.. • ., f '' ',j, NA /L .B•TTOM PLATE TO P/?AM /NG 'E��cL:OVC/ W (//,6'°e 6110.c.. . ,` • ' 4 Fe.S'.TE•N ' �lJBLE TOP PLATE To ..71:74577.014" K /NG .,.ASO#E W /Me rOENA /LS 0 ,j'/lo.c. A. A.34 CL /P� e.' tex • J. CLARK JOHNSON _Comolttog Engineer 1418 112th Ave. N.E. Bellevue, WA 98004 (206) 454.7L17 11 By Subjects +/ALL -5 /MP5OV H77.28 E3 HOL DOWN A/VCHOT w/ 21-- /6° Am/L.5 ELEVAT /OWN 2— 2X 57tO3 3/9 //0 MOLLY P.4RAI /O GA SVLE ANCr-vOrT EX /5T ,CON C. POOT/NG - ?_ 1-1QL DOWN r FOOT /NG J. CLARK JOHNSON Connalting Engineer 1418112th Ave Merge, WA 98034 (296) 454.7137 Date :, S.bject: Br: 16 2 -2x STUD PEA' EA. ,,STRAP dal PLYKCI0z7 SHEAR WALL. x E* M4 /L// —�-- 'PLY 1X/CXX, L'0M151L1= .s7_ 11 AAVTE ,c M imer,ER . OF MOLDOWN.6 . FLAN-5 . ti /MP5ON 1.157-48 77.E W/ 5O -Ix 2a LONG /G COMMON NAILS, FILL ALL Imo' LES ;vv /A/A /L FIG •077VO STMA fi. ARo )iv E3EAM AS QUI/ 2 SAM GY 14ULT /PLE TO /57- M5T H4L_DQWN AT J. CLARK JOHNSON Consulting Engineer 1418 ).12th Ave. N.E. Bellevue, WA 98004 (206) 454.7137 lobs Date: Subject By: 131 QL?9M A-r .✓c' Za2A Lz244 / reoopr W- r%2-1‘• ZS% (5Z 0 4 n= 'z 67. 2 '_K SR i, Z.'j*s: (/. 6-7 .16sKS: 0, i S'j q.6 RAF. FRAM -Oa. 30Q, 8 t4• < SPA , 7S. 9 114% A P.< 0' 1..0 5 it .s ; SPA x 2.05 k. / /. o o "_ G 2s 4z( D%G L 63/4 x 11 '/t (2' u- J4) Set •a 405.3 / to s Apra. /31. 63 14‘ J. CLARK JOHNSON ConwldnE Engineer 1418 112th Ave N.E. Bellevue, WA 98004 (206) 454 -7137 Jobs Dates Subject: By' R00% Po4AfriflYG 03c:mM AT ReT�,'4 G; zq' Roo/' �•_ a€)( . o.9I /11- 4./4- s5.st-'� 4.4 SR — z 'Z'34, i.rs C SPR 2.4,E ' (/./,7 AR .15. .Apn 0./ ISCAst ( /At 57 K4 k = 9.6 I . o X1.2. �b + Z6/ (9r. 1. c,. .5s X /S`a4P -v4) .S PR 34 8.4'(44' A PK :. 12 1; 5) �yJ t J. CLARK JOHNSON g 1418 112th Ave. N.E. Bellevue, WA 98004 (206) 4544137 leb: Date :_.__ By Subjects B3 La'�9M Ar Rer ram G -- 19' �✓"- i J. CLARK JOHNSON Consulting Engineer 1418112th Ave N.E. Bellevue, WA 98004 (+) 4547137 ,5t2 &7-ir S1 e rec. -n.91 L, 6! lob: !CW/e -0,-4 Date: Subject: 50-4P4.6 W (/ op , f . 1 5 , ' (SP 0, G p M = == 22, C. ►-14 xta CZ c / 57o0x`1l2-R", •07M' = 0, 4.5 t! ►> Zp , A. fatthrl f• Z,2.S)idoi' C GS C—X /sT, e/4- err ill 5,� /Lo, 71 /,35 �► L (a. 0104551"i 4 0,ob51"► ,93 #- - `- X / , 32 - c),.1-0' -7 135 By: CE) c i4- err w/ z - l 3i K 91 " Nl,c12 L_/,-M 5 !e,c►4 4x ►4 = 1127, C.7' -4 S� — �PR 74, ZS /P.' -M,[ /.32"/ 407— 7— J. CLARK JOHNSON Consulting Engineer 1418112th Ave. N.E. Bellevue, WA 98004 (206) 4544137 Job:. Oates. Subjects By 7 /304/ ---1 e 1ZG ?/4-(L S P,er s now-) C E /•./5-&J 2-/ l M/ Grbt.•ar�tS O.2 M 2 ©, SG IN < Spa_ ��' 2,L,ce,t 2•r+L ,R., 4012) 1,514 (k- ,zasKsi e-- iZ?�,.1a I4. — 4,43 ,43 g-- Ir. 1h o3 c. X' X/ 4 CV"-.4-1 /2. - / 14. it N4 4 I .a -1•'1 < Ana, • ML b 2 t-74104..) �_ Spa 0,415' =7 ',qvZ /, a3" 41DC, 1-- 4 J ‘11 r-f'C? rn -A-MS Tr, OX/ 7', G x/4 0P-41 ltd -c-) S Sr,, 4•K /et L Xrb'r; PosT 3 r tx►sT, ussl✓ ; J. CLARK JOHNSON Cc:umlaut Engineer 1418 112th Ave. N.B. Bellevue, WA 98004 (206) 454 -7137 Job: Dates. Subject: By:. CMS 57( 61774 504,-1 7QC� »1 Lr Sp4c -c Pr -4-1 L = IZ' . sl,1Pr- 6PA1-I SPr I2I. Z3 _ /N3 w = 600+752.)CS 10, (...) = 0 /Co /mac -- Co% 25 by • • M = S 12,7- i -►c. � ----s— = /D$,44- !N3 Sm. 1,5-wCi -e.1) 4e_ Z-a x/,21= • II.5 tom. IMMIIMISMON • 1•', J. CLARK JOHNSON Consulting Engineer 1418 112th Ave. NE. Bellevue, WA 98004 (206) 4547187 Job, klNk6 `J actibo'N6 Dates /2 ftVi 9 % By! ...al. J?jy/IN.rrD/f Subject:. gi9"" __/l oaJc PET /6r" ROOF DES /6/11 Iih' /dV Dock Roes; Roof eite-f - (Foz 404oin/6 PX K Roa ) L, en4 # /Stsf i d/V/]� eel/ ®to S o' A, co 8 m>0 zo. if 2, r4 Fd (Ilso (w2) art an r A= 5 (i d J Ft. t 751 C /r /.r-�- roust,. o >c 7'g "C 1'2 Ssev, z 21,39/ 1" 3 ,4J lc-ex • " / 3• p75- w ly �'P'os; J f) - g'O (br( 9.7.bth'' a• Mr n /o yX 3/� <As• � t /.26 kr; /Vd e z . � d'C J. CLARK JOHNSON 1418 112th Ave. N.E. Bellevue, WA 98004 (206) 454.7137 le b: /'^/k0 S 8UIGO//1/ 6 Date: /Z 41/.6 93 Sy, - PS. 0-0 11N.f'r3N R�f7rt S / /464$/ Subjeet: Rd4F PIS/64/ goo f 67/ :A a Crag t!,4a& ,r 6 Pock K O0pJ �.. = /D• S /r:pi.k s-Aetr/ .10,e` (Z' /e4 _ 366 aftc:t. "Z = . 1s,oao 4-144 t44 �itFCr'O Z 9, 9 9 S 0 4SoCks)) 45 kJ 6-7717 (�9z C61a'lJ.� MO so ea -� Ss, 4x/o ZF N6. -190 9// in 3 �J4:2f = 32,3is my- 17.92 re; �' < 4:j,, e, USE g X/o /2r N0.Z fort GIROkY2. 0.90/ ks; J. CLARK JOHNSON Comalting Engineer 1418 112th Ave. N.E. Bellevue, WA 99004 (206) 454 -7137 ,e b: yz 6U/G•O //Y Date: l2 ih/b 93 By, AS: af3/N1' Subject: m_ RO6F DicS /6/1I BEAms NAM i (AL0A/6 /7 $erbi ?- ) ,i/ F 14> zs' = 90 flt7' (ILL: d) = 32o. 1'/4 806 /b f6aol6 3zo % Vft'/ c 16 • S.ZL (I,8/ 1 $2- I3r. 96 W(l - 3&45 -4, UP —IA ,tt/•K = 5 2 Z z ! . 2.8 I.9, I 01. d'7&// —451'7 sr.u.--&4h = otM'`' - 139.7 n13 .<- 5542., (2400 (1.0-0 31/ 44 1 Y ?4 Z .-* A sip-.. lbS(1,OW /3.46 ,i y /8 /9 '3 i G,G 3 4 LgF - tet /4/.32)3 jal,r, ` 5 6 • Z . 1 ) 1 -got' - 96i 1- , TKL=o sA - - 8'6o(2- ) —g960 64) t L (■8) .. • z 9537 Ib 5222- , 16. J. CLARK JOHNSON Consulting Engineer 1418 112th Ave. N.E. Bellevue, WA 98004 (206) 151 -7137 le b: &/N/e0 5 B )/t1,6414, Cate: /s /1j/6 93 ,By= AS_ .7 ,N.!%a# Subject: QD'1ri1S D/1' U k (A-1,0N to H 8EibigrN /7 /S , /6 f . -T o o s to ( 1 *)( --) = /6 2.16 /4 I°L = iO6 •gpeay 10246 U► let I 5920 512o i Ohl (/11"////, //� // ■ fKjctx, = 5-0 946 (b • w, V $tkx. = 6924 / FS, 13 in Fb (24• (145)) A- , 3 y • Z fy ,r--- J(V9 44,g rr Arai ,■ ---07-r,3 CcI o4-9 n7 ;iv 6,t, 6 3r,¢, /sN 2gF -v¢ Z 16, 93 sk 2 /o zs- /i I. 41.1e7 = $oo - 800 - 1 0Z10 �-� ziki ` 401(0 - laZ1OC8) $v0(1.1) (ib)a (22.= 3920 I b rg, ✓0•Yi 592. 12 J. CLARK 1418 112th Ave. N.E. Bellevue, WA 98004 (206) 454 -7137 • Jobs iK /Nie OJ G1 i/ /l.•O //i! 6 Dotes /3 "MG 93 j By* D Sr atriiev.rri a Subjects ern*" ! ~" tiEn 6,1 B&W; • (4/45/-'‘ /1 8 '' F , QJ -3' 1 90 p,.(' (/tri) - 310 1k0 f . Fao 1 � AI- re Yao gi 3116 (e 1— $' 7 )-'55/` i 6:0 &•`- 31/b k 19 Zfr-V' /64 3 2 rn A IEZs. s S.s ;h. L i -2ne oilio-fit/12 Iglort Ib.6., M k71 s3.6f 7hS N 2401 (AO 3V Z�r �_, fr�s, ( /6 sr /•,s I J .9. 5-., nr y PerLa 7ot1/41 t k /s.Qo a76 -c Jrtu. /47r4-. d= I/ Yaks s►. 0.9/8,:. r- - 86.0 - SI20 ++2, *et yo Jr. s E Yid _ .'100(.5j — (5.1*Lo I (8) ;- 1E4 M) l6) 124 28'10I6 e1 s31161b J. CLARK JOHNSON Consulting Engineer 1418 112th Ave N.E. Bellevue, WA 98004 (206) 4547137 Job: fWel/KOS daVe∎O /^r Date: / *I/�/Co 43 By D.S. '✓Z1/ArlTb/►/ Subject: gt- X-el /2Q OFX 6A (A'Go,G /6' = /6 7 Zo /L /114,x, _ /3rrf1 Civ (/ s� •�P w r J 1 1 t tt r 1 1 1 yz s.7 h1,et- /7z./ Ita EZGo0C 457P 5114 3v Z F,.. 4/o0 06 S(6 15)) O. 8 SSet T. ' ZOZ. 37 eh 4Z. g nr z < 4v-e: Vtk Voy 4.26 6 r 2.sfki/ d :. /3.0 J. CLARK JOHNSON Consulting Engineer 1418 112th Ave N.E. Bellevue, WA 98004 (206) 454.7137 Job: Date: /3 /lvG 93 7/y= 42x, =MI Subject: eiritiNS1 /QQS Off' / 6/V ki,/Aro's avic pin/ G 5EA.,, S C3017•1 ) Gncit/ 6 devitatira s g) L= Z / Boo CI, couIb 9 ASS rn(I f•ti •// tr4s3 r .� 1-5.5 / / / /// kkx, - 5,f sb (b - Vhi4x, = 9253 lb — 7/186 634 K !ti'i z9F -VSO ° 405. •( A r &tT. ` ! 3 6, �� z -ire ac smi I /Z'2774) 1111, Fy - - -5r4w (1- (Q.(1.15)) 3V Atc6',,. - — t Fv ( /Gs (his)) Z ,?2 01 3 SEen 73, (> .�► L OrftECT /On/ i %: 9 . 6 c I.• 774 4 : :1) �'r�►laY , —?oo -sob -nu �g 31.o 'cue tti 14J4'24. 4/tre. , 2.o it lid:. /2s J. CLARK JOHNS q"- Engineer 1418 11211 Ave. N.E. Bellevue, WA 98004 (206) 4547137 • )(1 Y ti X3 X3 Job: /44.)J40 I + Date: >+ �'t/G 13 = A S. vzwiw ra Subioct: LAr-ilatAtt• er16,4 x) X3 X3 ker ptAfki mA/& FG.orn • it z6 FO m PN P S u J%c" �x o Q�C LA S ��Q �MIT 2 1993 ApAI FS. Att. i fie 13.1 eJer :,so..f #. /6.' /3,ZZesr`. is7f *J - /6,9.7 Are 14 = (i.e - $ ' )051 '24 ' 3 a 0. ►� accroF zic co..610,0) (2.55) 38osk 1 /OLIM CLIA. 44( . trOc09 46V1r4 'rs etrnA ptIec)w .s J. CLARK JOHNSOZ- Consulting Engineer 1418 112th Ave. N.E. Bellevue, WA 98004 (206) 959 -7137 labs Date: ,511•110k 4. 3 (' A.S. 'i0,,',vJ1z 1 subject: OE? / 6A L.A. Meer& v(3/ (.39.29' ke 415/ '2.4x17k X48, oI 1 2 Awe..? _ :. /31417064- �� (� X �,f D. 3894 4 /t� z tom" � 1 � -� .�- +13 4-1.1. v @x3 0 �39: k., (./ .2'14 .. 6 i/, 6.=4. 7 'Y -7 • 0..731, Are7e# adAr /3 22 ,J {' (? so... fr) 028 ri) Y -Y 4' ?)( _ /-) e (3 ,z5,44;9) z, rz�y C392. kpJ�fa� 74-74 ' 9,S 7 ,-7 ©:330 kzi• r . °334" D•338 /(7- 3 3 g 4- • J. CLARK JOHNSON Consulting Engineer 1418 112th Ave. N.E. Bellevue, WA 98004 (206) 4547137 Jobs Date: &'o-v 1 42 as. ..imiev#0.4 L�r? per/ 6r+/ Subject: l &S/ 6N O✓L iz Win/ b ?CAS • P6.i r ;.$9''Va (7M .J z 7.,� /cioq.. hs . /2 psf (301 = • 36 /4( ' ©Vol -PO/k W G:: T „Yz iY1: frier '" Are 0 /A) - 1. Afec - /-Cei te' (/ / f4.1 17,94-1 7 36. tk /(*..(ifs»- • • ., Go U SL 1lI nP 1 r 2.7& zami3O/' Ar op • 1 .5H1AR 5C/-/ Z7ULE /NL7/CAT'S aHE.Al? • ■XiAL.L W PL. YWC,X'D C IE 5 /DDS I. SHEATH /NG : ' PLYWGtaG7 at. 0.5.43., ONE S�OE1 BLOCK�O, ,, WAIL V✓/ 8 0 c rla.c. 4L.L EDGES AN1 j',r'dda c. F /EL9, �•� • :. '2 5OLT .5 /LL P.L.ATe- 70 COv 'CRETE W/ :140.0 X ice A 's ef8o c.: 43aTTOM PLATE TO PRAM /NG .DLO x' v</ //•6'O@ tea .c... •�.• L�LJBL E. TOP PL ,ATE 7c ?=aLST : G'1's e3L,OCK /Nc ; 13e,‘/E w/ /6 ° TOE/V..41L.5 e ,,'//o,c. CY? A$4, CL /P.5 Cam ;aa.c.. • ,. • J. CLARK JOHNSO Coeenitius Engineer 1418 112th Ave N.E. Bellevue, WA 96004 45•7137 MINNOW inks: Date: Subjects • • �a • tst .3H, '),AP 'WALL •/ NT7°2e't3 HOG DOWN AA/CHOP W/24— /6' ' M4 /L.5 EL EV4T /ON 3/� u0 Mor_r PARAE'ICM7 CAPS(' 1.-E ANC 1? 4 :Al13gb G c.0 pax_ 8 :.mac -!3 0 92T tk 3910 jr_Ex/5 .GONG.' FOOT /Na. !(t 0 Mo1.L`t --- vg-e-1,406 HQLDQVG'N 7O E",X ksT'• r FQOT7NG • International Conference of Building Officials RESEARCH REPORT Report No. 3911 ✓anuar); /98. Filing Category: FASTENERS — Concrete Anchors PARABOND CAPSULE ANCHORS EMHART CORPORATION MOLLY FASTENER DIVISION 504 MOUNT LAUREL AVENUE TEMPLE; PENNSYLVANIA 19560 I. Subject: Parabond Capsule Anchors. 11. Description: General: Parabond is a two -part system composed of a threaded rod stud and a sealed glass capsule containing prcmeasured amounts of a polyester resin. quartz sand aggregate and a hardener con -. tained in a separate vial within the capsule. The threaded rods are manufac- tured from either C -1018 or C -1020. steel. The % -inch diameter through %- inch- diameter rods have a minimum yield stress of 60,000 psi and a minimum tensile strength of 74,000 psi. The I -inch and 1'% -inch threaded rods have a minimum yield stress of 50,000 psi and a minimum tensile strength of 60,000 psi. Installation: The anchors are installed in a predrilled hole in the con- crete. The size and depth of the hole and the minimum spacing, edge and end distances shall conform to the requirements set forth in Table No. I. A rotary percussion hammer drill is to be used. The dust must be removed from the hole. Special inspection is required as noted in Section 306 of the code. The capsule is inserted into the hole with the rounded end facing out of the opening. The threaded rod is installed half way into the nut, and the screw drive unit is installed onto the nut and secured into the chuck of the rotary percussion hammer drill. The capsule is broken with the bevel end of the rod using the rotary hammer drill. After the stud is driven to the bottom of the hole, the drill must be immediately turned off. The chuck may be released and the rotary hammer disengaged. Care must be taken to ensure that the anchor bond is not disturbed for an initial cure period of 10 minutes. The adapter should be removed after the initial cure period without disturb - ing the bond. The resin must be allowed to cure, at a temperature between 32'F. and 100 °E for a minimum of 24 hours before loading the stud. The anchor cannot be uscd to resist pull -out forces when installed in a ceiling or wall. Allowable tension and shear values are tabulated for the various size threaded rods as indicated in Table No. I. Identification: Thc Parabond Capsule Anchors are identified in the fie' as noted in Figure No. 1. The anchor stud is identified with a triangle (C located on top of the flat portion of the stud. 111. Evidence Submitted: Descriptive data and results of tension at shear tests have been submitted. Findings IV. Findings: That the Parabond Capsule Anchors described in th report are alternate types of connectors to that specified in the l9; Uniform Building Code, subject to the fallowing conditions: - 1. Allowable shear and tension Toads shall not exceed the values s. forth in the attached table. 2. The anchor sizes, minimum embedment depths, minimum spa ing, edge and end distances shall conform to the requlremen set forth In the table. 3. Allowable leads for anchors subjected to combined shear an tension forces shall be determined by the ratio of the actual she to the allowable shear plus the ratio of the actual tension to ti allowable tension not exceeding 1.00. 4. Anchors shall not be subjected to vibratory or shock loads sue as supports for reciprocating engines or crane rails unless the adequacy is determined by tests and approved by the loc. building official. 5. Allowable loads may not be Increased for duration of loadir such as wind or seismic forces. 6. Special inspection in accordance with Section 306 (a) 12 of II code must be provided for aU anchor installations. 7. The anchors are confined to locations where the temperatui does not exceed 170°F. 8. The anchors cannot be used to support fire- resistit construction. 9. The anchors cannot be used to resist pull -out forces in overhea or vertical installations. This report is subject to re- examination in one year. TABLE NO. 1— ALLOWABLE SHEAR AND TENSION VALUES FOR ANCHORS INSTALLED IN MINIMUM 1 = 4000 PSI STONE AGGREGATE CONCRETE' a 3 CATALOG NUMBER THREADED ROD DIAMETER (Inches) DRILL DIAMETER (Inch's) MINIMUM EMBEDMENT (GMs) TENSION VALUES (Pounds) SHEAR VALUE (Pounds) MI0-38 K ' /is 31/2 1313 770 M12-12 'v: %e 4' 2400 1290 M16-58 4 % 5 3625 2345 M20.34 Y. 'h 6% 5280 • 3335 M24-1 1 1 81/4 8040 5710 M30.114 11/4 11/4 101/4 14,080 0840 'The tabulated shear and tensile values are or anh.xs instalkJ In concrete having the designated ultimate a mpressme strength at the time of installation. nlic tabulated values arc (of anchors installed a minimum of 12 diameters on center and a minimum edge distance of siv diameter. for 100 percent anchor efftcicric). Sparing and edge distance ma) be reduced to sis•diame.r r sparing and three•Jramcter edge distance. provided the .slue arc reduced 30 percent. Linehr interpolation ma) be used for intermediate .pacings and edge margins oNMrc a bolt is stressed to the maximum allowable turcs■. caber continuously or cumutauicl). Iry ni r: than Ill )cars under the conditions of maumum design load. the %slues shall not eseccd 73 percent of those in the table. 'The anchors cannot be used to resist tension (ones in osethead or venial installations. 1CRO research reports are issued solely to provide information to Class A members of the organization utilizing the code upon which the report is based. Research reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommendation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The !C8!1 technical staff has reviewed the test results and +or other data, but does not possess test facilities to make an independent rerflicauon. Papa 1 of From': THE MEDICI GROUP,INC THE MEDICI GROUP INC. PHONE No. : 206 632 3682 Nov.18 1993 1:02PM P01 TRANSMITTAL TO: tort 0.41)V 1„„ IA (DATE : PROJECT: VIA: ATTN: 1 T 19 ?AX ► 36b5• r^^ FA*, C\Q'� }� Awe_ % rAcror..; � ►�,� '� -mop. , - I we '3 �" 5-3° i L 5 -( /A ftv' ' zhe—" g.'-O *14th'(, • 5' • tlivotiAt ImAk401 45,r,-*44/1 c. 16N5 r IC? :607,2 ) Pte' ; 4; O j -,Now. 1 Mkt urt—' L-' i ioo4/, Lfir H MO) In/iIM- I I- (NV- MI 1- fiN RECEIVED NOV 1 7" 1993 COMMUNITY DEVELOPMENT From: 3531 Bagley Avenue North Seattle, Washington 98103 (206)5474192 • hut 632.3682 From : THE MEDICI GROUP,INC 630 PHONE No. : 206 632 3682 FIRE RESISTANCE RATINGS (BXUV) enclosure, trenetoldal in nross section, upprox 1/1 in. longer and wider than the fixture with sufficient depth to provide at least 1/2 In. clearance between the flxturo and enclosure, Canadian Gypsum Co., Ltd. —Types C, FCC Georgla- Poodle Corp., Gypsum Div, - --Typo GPFS.C. Potrco Gypsum Co. —Type C. United Stoma Gypsum Cu. —Types C, FCC, or IP -X2 9. Steel Framing Members' —Main runners 12 h. long spaced 4 ft 0.C. cross channels, nom, 4 ft long Installod perpendicular to the main runners, spaced 24 in, O.C. Additional channel' used at 8 in, from oach side of light flxture6 and frnm butted end joints. Charnels clipped Into main runner elots, At walls channels secured to wall angle with 1/2 In. long self - drilling and self.tapping screws having a thread diem of 0,138 in, and 5/10 In. diam heads. Nom. 4,l' long cross tees, Installed perpendicular to main runners to support 4 ft sides of light fixtures. Donn Corp.—Type RX main runnor and cross channel. Type DXL cross tee. BA. Alternate Steel Framing Members• —(Nnl Shown) —Main runners non, 12 ft long spaced 48 in. 0.C. Cross tees nom 4 ft long Installed perpendicular to main runners and spaced 24 In. O.C. Additional cross tees located 8 in. from and on both sldee of each wallboard and joint and oach recessed Iipht fixture. Chicago Metallic Corp. —Typo 850 (Cat No, 850 main runners and Cat. No. 854 cross tees. As an option. Cat, No. 669 cross tees may be used to support Tight fix• turas.) 90. Steal Framing Members•—(Not shown) —As an alternate to Items 9 and 9A, Main runners nom 12 ft long, spaced 48 In. 0.C, Primary cross tees, measuring 11/4 in. across the flange and nom 4 ft long, installed perpendicular to main runners and spaced 24 In. 0,C. Additions) primary cross tees roqulred at oach wallboard end joint. 4 In. from and on each side of wall. board end joint and 8 in. from each side of light fixtures. Secondary cross tees, measuring 16/10 in, across tho flengo, and nominally 4 ft long Installed at sides of light fixtures. National Roiling Mills ino. —Typo DFR.8000. .10. Wallboard, Gypsum' —VI In, thick, 4 ft wide, Installod with long ditnunalon porpondlculer to cross channels with side joints centared along mein runners. Wallboard fastened to cross channels with 1 In. long wallboard screws located '/, In. from end joints and 1 a/. In, from each side joint and spaced 12 In. 0.C, along tho end joints and In the (told. End joints of adjs- cent wallboard sheets shall bo staggered not less than 4 ft 0.C. Wallboard shauta screw -at. tached to lag of wall angle with wallboard scrawl; spaced 12 In. O.C. Canadian Gypsum Co., Ltd.—Types C, FCC. Cslotox Corp. --Type FRP. Domter Gypsum —Type 6. United States Gypsum Co. —Types C, FCC, or 1P942, 11, Metal Trim Molding —No, 22 MSG molding, measuring 6/8 In. wide with 9/16 and 1.3/8 in, long logs. Placed on wallboard edgee around light fixtures and seourod to the cross tees and main runnere with 1 In. long wallboard screws. Spacing of scrowe approx 6 In. 0.C. long 4 ft side and 10 In. 0.C, along 2 ft side of Tight fixtures. 12. Screw, Wallboard —Typo S.12, 1 in. long, self drilling andself- tapping, 0,0183 in, thread diem, 5/18 in. diem heeds, 13. Finishing System —(Not shown) —Paper tape embedded In compound over iointe and covered with additional compound. Exposed scrow heads covered with compound. Edges of compound feathered out. As an alternate, nom 3/32 in. thick veneer plaster may be applied to the entire surface of gypsum wallboard. 14, Well Angle —(Not shown) —No, 26 MSG angle with1 1/8 In, legs, nailed to the walls along perimeter of ceiling to supportsteol framing member undo and for ectow•attechtnunt of the gypsum wallboard, +Bearing the UL Classification Maikinu Design No. LS30 Unrestrained Assembly Rating — 1 Hr. Finish Rating — 39 Min. SEE DETAIL LOOK FOR MARK ON PRODUCT Nov.18 1993 1:03PM P02 FIRE It 1. Flooring Systems —The finish • Finish Flooring -4 ft by 8 ft edgo dotal) along the 8 ft skit gored 4 ft. Plywood secured sinkers. lywood. Neils speood812 In. floorring. The max ethlekness el vapor retarder may be placed See Psrlite Aggregato (CFF) manttlacturors. Ftntsh•FloorIne•FIoor Toppione tura to 1.9 cubic fl of sand. t minimum. Hacker lndu ■tries ' Finish Flooring —Floor :Tapp mixture to 606 lbs. of sand. minimum. Floor Crete Systot Sub — Flooring --4 ft. by 6 f' edge detail along the 8 ft. t staggered 4 1t. Plywood sect sinkers. ed applied of plywood, Nails spaced 12 1-66 crape ifIcatlpno Pace egra Finish Flooring - -Floor Topp mixture to 220 lbs. max of t be 3/4 In. minimum. Gyp- -Crete Corp. United States GY Vapor barrier— (Optional) -- conforming to PS /1.88 ape' Joints staggered. Finish Flooring —Floor Top ter 94 lbs Type I Portland p eanded at 100 floor topping mixture 100 i 1.1/2 In. ilastlrell Corpor. Vapor Barrier — 40ptionel)- Subfloortng -3/4 In, thick Ina with P8 1.83. Face gra Finish Flooring —Floor Top 3311 lb* sand, 4 fluid os n fiberglass fibers. Cast dent aloe strength uthwest Llti Subfloorinp. /4 In. thick psrpsndiculer to joists, Flopr Topping Mixture— et 100 psi through s teen Portland Cement, 62.8 lb of Fit 10p0 p 1 Thickness 1 In. Llts•Crete, Inc" Vappoor barrier —Motional Subflooring -3/4 In, this Ing with PS 1.83. Face gI ter�andFlooring—Floor expanded Fst 1 Ot ly 6.4 gel water, 1.2 cu density of floor topping of 1200 psi. Min thlokne yy Elsst)esll Corp PII-1 e8rspecifications I stiggorod, Finish Flooring —Floor T ping mixture and 1.4 to nese to be 3/4 In. min. W. R. Grecs 4 Shbfloorlttrp -3/4 pIn iht Ing to PG 14)3 specUlct staggered. From : THE MEDICI GROUP,INC 19XUV) ongsr end wldar than the fixturo with -noon the fixture and enclosure. FS-0. IP -X2 aced 4 ft Q.C. cross alumna's, nom. 4 aced 24 In, 0.C, Additional channels 'nod end Joints, Channels clipped Into ule with 1/2 in, long soil - drilling mad and 5/16 In. diem hoods. Num. 4 ft :o *Lippert 4 ft sides of Tight fixtures, :Rennot. Type IJXI cross tae. IS runners num 12 ft long speuud 48 r to main runners and spaced 24 In. ,th sides of each wallboard end joint 860 mein runners and Cat. No, 854 tees may be used to support light fix - :e to Items 8 end 9A. Main runners measuring 1% In, across the flange ors and specod 24 In. 0.C, Additional 4 In. from end on oath side of well. es. Secondary cross tees. measuring !lied et lidos of light fixture& with long dimension perpendicular to inners. Wallboard fastenod to cross r, from end Joints and 1 '/. in. from is and in the field. End Joints of odia. 4 ft U.C. Wallboard sheets screw-tit- 12 In. 0.C. IP-X2. 5/8 In. wide with 9/10 and 1 -3/8 in, 1a and secured to the cross tees and of screws approx 8 in. O.C. long 4 ft andseif- tapping, 0.0183 In. thread n compound ovor Jelnte• end covered with compound, Edgos of compound platter may be applied to tho onllre 8 In. logs, nailed to the walls along de and for screw- atteohmont of the - 1 Hr. 1. . . 966 :ITRM ' 1 PHONE No. : 206 632 3682 Nov. 18 1993 1:04PM P03 FIRE RESISTANCE RATINGS (9XUV) 531 1, Flooring Systems -The finish flooring may consist of any one of the following systems: System No. 1 Flnlsh Flooring -4 ft by R It by 3/4 In. thick Interior plywood with uxluliur glue end T&G edge detail along the 9 fl sides, Plywuud Installed perpendicular to Joists willr end Joints *tug Oorod 4 ft. Plywood secured to joists with construotlun udhuslvu and No. 6d cement coated sinker*. Adhesive applied as 3/9 In. diem Loud tu top flange of Joists and grooved edyee of plywood. Nsilo %wooed 12 In. OC along each Joist. As en option, Ilghtweight Inauleting con• crate with Perilte' or Vermiculite Aggregate' or gypsum concrete may be placed on the flooring. The max thickness shell be determined by Job alto conditions. A thin plastic or paper vapor retarder may be, ;Aloud on plywood prior to pouring tho concrete. See Perlite Aggregate (CFFX) end Vermiculite Aggrogete (CJZZ) categories for names of manufacturers. System No, 3 Flnlsh- Flooring -Ploor Topping Mixture• --0.8 gel pf wale: tu N0 Ib beg of floor topping mix- ture to 1.9 cubic ft of send, Compressive strength to be 1 100 psi min. Thickness to be 3/4 In minimum. Hacker Induetrlea Inc. -f Irm•1 Ill, Firm-Fill High Strength and Oyu•Spen Radiant. System No. 3 Finish Flooring - .Floor Topping Mixture• -10 -13 gal. of water to 170 lbs. of floor topping mixture to 565 Ibe. of Bond. Compressive strength 900 psi minimum. Thicknoss to be 3/4 In. minimum. Floor Crete Systems, Inc. -Type 11. Sub -- Flooring -4 ft. by B ft by 3/4 in. thick Interior plywood with exterior glue end TerG edge detail along the 8 ft. sides. Plywood installed P perpendicular to Joists with end Joints staggered 4 ft, Plywood secured to Joists with construction adhesive end No. Bd cement own- ed sinkers, Adhesive applied as 3/8 In. diem bead to top flange of joists end grooved edges of plywood. Neils epeeed 12 in, 6.C. along each joist. Bub - Flooring -3/4 in thick plywood with exterior glue, min to be "standard" conforming to PS 1.68 specifications, Fees greln of plywood to be perpediculer to Joists with Joints. staggered. System No. 4 Finish Flooring -Floor Topping Mixtures-8 gal. mex of water to 80 Ibe. min of floor topping mixture to 220 Ibe. max el sand, Compressive strength to be 1000 psi minimum. Thickness to be 3/4 In, minimum. Oyp- Orate Corp.-Type 13C, United States Gypsum Oe. -Type F. Vapor Dorrlers- •(Opttona4- Commerelel Asphalt saturated felt, 0.030 in. thick. Bub- •Piooring -3/4 In. Ihiuk plywuut will. axtorio, glue, minimum grades to be "standard," conforming to PS 1.68 specifications. Face grain of plywood to be perpendicular to joists with Joints staggered. System No. 6 Finish Flooring- -Floor Topping Mixture‘-}roam concentrate mixod 40 :1 by volume with wo• ter end expanded at 100 pal through nozzle. Mix at rate of 1,4 cubic foot of preformed foam lo 04 lb* Type 1 Portland cement end 900 Ibe of sand with 6-1/2 gel of water. Oast density of floor topping mixture, 100 plus ur minus 6 pcf. Min compressive strength 1000 pal. Thickness 1 -1/2 In. Eleetlxell Corporation of America --Type FF, Vapor Oerrler -- (Optional)-- Oommerolcl asphalt. saturated felt, 0.030 In thick, Bubflooring -3/4 In. thick plywood with exterior glue, min grade to be "Standard," conform. ing with P9 1 -83. Fecs grain of plywood to bo perpendicular to joists with joints staggered. 6yst'efn No. FInish Flooring -Floor Topping Mixture• --7,5 gel of water, 94 Ibe of Type 1 Portland cement, 335 Ibe sand, 4 fluid es of Component A, 9 oa Component 0 end 6 oz of chopped 42 strand fibergioss fibors. Cost density of floor topping mixture 106 plus or minus S pcf. Min oompres• siva strength 1200 psi, Thickness 3/4 in. min. Southwest Lltewelbht Oenersto Ca., Ina. -Type 1.01 Bubfloorin 3/4 In. thick plywood with exterior gluo oonforming to PO 1.03. Florio grain laid perpendleuler to joists. 9yateltt Ne. 7 Floor Topping Mlxturo' -room eoncentrats mixed 4011 by volume with wotor and oxpendod at 100 psi through o foam nozzle. Mix et rats of 1.4 cu ft of preformed foam to 94 Ibe Type 1 Portland Cement, 82.6 Ib of Pee Orsvel end 312.5 Ibe of rind, with approximately 6,6 gel of water. Coat clonally of Floor Topping Mixture 100 (+ or .) 6 pef. Min compreps)vs strength 1000 psi. Thickness 1 In. Llte•Crete. Ino. -Type 1. Vapor Sorrier - (0ptlonel - Commerolal esphalt•seturated felt, 0.030 In thick. Bubfloorinp -3/4 in. think plywood with exterior glue, min grade to be "Standard," conform- ing with PS 1 -83. Face greln of plywood to be perpendicular to Joists with Joints staggered. System Ne. B Finish Flooring- -Floor Topping Mlxturo' -f oem concentrate mixod 40:1 by volume with wa- ter and expanded at 100 psi through e notele. Mix 94 Ibe cement, 300 Ibe sand, approximate. ly 5,4 gel water, 1.2 eu ft preformed Seem, B or Type N fiber and 4 oil Componont Z. Cast density of floor topping mixture shall be 108 (.1 or .) 5 pef with a min eemprseslvs strength of 1200 pal. Min thickness shall be 3/4 In. Elestis•ti Corp. of Atttsrlea -Type 2C, Bubflooring -3/4 In. thlok plywood min grade "Standard" with exterior plus conforming to PS -t -66 specifloatlons, Face grain of plywood to be perpendicular to the Joists with Joints staggered. System No. 9 Finish Floo►Ing- -Floor Topping Mixture' -4 tu 8 gal. of water Wood with 80 Ibi of floor top- ping mixture and 1.4 to 1.9 cubic ft of eend. Compressive strength to bo 1200 psi min. Thick- ness to bo 3/4 in. min. W. R. Oreoe A, Clog Oonstruet)on Products DM-Types RF, RFP. Vapor Barrier- (OptIenel)- Commerolel aephslt saturated felt, 0.030 In. thick. Bubflooring -3/4 In. think plywood with exterior glue, min grade to be "Standard" conform- ing to PS 1.83 specifications. Face grain of plywood to be parpendlouler to Jolste with Joints stoppered. LOOK FOR MARK ON PRODUCT From : THE MEDICI GROUP, INC 632 PHONE No. : 206 632 3682 FIRE RESISTANCE RATINGS (BXUV) Nov.18 1993 1:05PM PO4 2. 8trunturel Woad Membarn• -Min 9.1/2 In. deep "1" shaped wood joists spaced a max 24 In. O.C. Min Joist bearing on bearing plates 2 in. Joists sBOurod to bearitte plats with twn No. 8d nails at each and. Circular holes may be eut In the web of the Joists in accordance with the manufacturer's published installation Intro* (ions. True Joist Corporation. Typal, TJI /26, TJt /3,, 1J1/46, 2A. Almost' Construction - Structural Wood Member$•-(Nat shown) -Mtn 14 in. deep wood and steel trusses spaced max 24 in. O.C. Min truss boating on bearing platoa to be in accord- once with the trues manufacturer's published installation instructions. Trusses nailed or bolted to bearing plates, through steel bearing clips, in accordanco with manufacturer's published In- stallation Instructions. This Joist Corporottnn Typo TJL, TJM, TJH, TJ /50, T.1 /60, 3, Furring Channels -• //8 In. dash. formed or min 0,010 tn• thick (28 gouge) poly l,tosl Installed porpandicule, to joists. Furring ohannols spaced 1.1/2 In. from and on ooch side of watlboord end joints and 24 In. OC away from end joints. Channels securod to joists with support clips (ham 4) at ouch joist location, At channel spticos, adjaaont pieces overlapped 8 tn. and tied with double strand of No. 18 SWG pale steel who at each end of overlap. 4. Support Clips-Stool, Framing Membsre• - One support clip to be used to support furring channels at the intoraectlon with each joist. Support clips nailed to side of joist bottom flew with one 1 -1/2 in. long No, 11 gauge (0.126 In. diem .hank) nail. Simpson Company Type CSC. 5. Stabilizer Strap-(Nor ehown) -3/4 by 8 by min 0.023 In. thick (24 gauge) gals steal etrep used to prevent rotation of the support clips (Item 4) at wallboard end Joints and along walls. At wallboard end Joint° (3 In. O.C. spacing of furring channels), stabilizer straps span between the channels and are screw.attachod to the furring channels adjacent to each support clip lo• cation using No. 8 self - tapping ateol screws. On furring channels Hoarser to and parallel with walls, one end of the etobllizur strap la scraw•attaehed to the furring channel. adjacent to each support clip location, using No. 8 self - topping steel screws. The free end of the stabilizer strap Is twisted 90 deg, bent upward, and screw• or nalbanached to the side of the structural wood member bottom flange on the side of the support clip nearest the wail. 8, Batts and Blankets' - 1 In. thick, 48 In. long with width of ball equal to on confer spacing of structural wood membore (max 24 In.). Batts inserted between furring channels end bonom flange of joist with long dilnuneion perpendicular to furring channels and with busted end joints centered over furring channels. UBO Interiors, 1„c. 7. Wallboard, gypsum•-1/2 or 8/8 In. thick, 4 ft wide, Sheets of wallboard installed with long dimension perpendicular to furring channels and fastened to chennals with 1 in. long wall- board screws located 3/4 in. end 6 in, from wallboard side Joints and 12 in, 0.C. In the field. At butted end joints, two furring channels are used which extond a min of 8 in. beyond each end of joint. Canadian Gypsum Co., Ltd. -Type C. Celotax Corp.-Type FRP. Bonita,. Qypaum -Typo 8. ©oorgla•Paclflc Corp., Gypsum Div. -Type GPFS -C, Paboo Gypsum Co. -Typos C. PG.C. Unitsd Sums Gypsum Co.-Typo C, 8. Screws, Wallboard -1 In. long, Type S, 8/84 in, diem, HI -Lo thread. self - drilling and sall.tep• ping, bugle heed stool screws. B. Finishing System • (Not shown) -Paper tape embedded in oelnontitlous compound over joints with edges of compound featherodout and exposed screw heeds covered with compound. As an alternate, nominal 3/32 In. thick veneer plaster may be applied to the entire surface of gypsum wallboard. •soaring tho UL Olesslfloa►sur, making T Design No, 1.531 Unrestrained Assembly Rating - 1 Hr. Finish Rating - 30 Min. SEE ITEM 1 0 SEE DETAIL A LOOK FOR MARK ON PRODUCT SEC' 1. Flooring (Systems -The Floor -4 ft by 8 f1 by 2 along the 8 (t sides. PI Plywood secured to jot• Wive appllud es 3/8 i Nana spaced 12 in. 0.1 Partite' or Vermlculltt thickness shall be date may be placed on the and Vermiculite Aggro. Finish flooring•Floor 1. mixture to 220 lbs. mu 3/4 in. min. GYP Crete Cc United Steto Vapor barrier-- {Option Bubfloorine -23/32 Itt forming to PS 1.88 en joints staggered, Finish Flooring -Floor ter and expended at 11 to 94 lbs Type 1 Portlor floor topping mixture 1 1 -1/2 in. Clastlsoll Col Vapor Perrier --- (Optloi Subflooring- -23/32 in forming to PG 1.88 sF Joints staggered. ' Finish Flooring -Floor ture to 1.9 au ft of sin min. Hecker indu, Vapor Barrier- Option Subfloorinn -23/32 h• forming to PS 1.88 el joints .logeorod. Floor Tapppine Mixturo• 100 psi through a fon Portland Cement, 82.E wets.. Cast density of 1000 psi. fTts•Crote, 1. Vapor earrla-- Option Subfioorinp -23/32 11 forming to PS 1.88 co joints ateegorod. Finish Floorhlg- -Floci ping mixture and 1.4 1 ness to be 3/4 In. mitt W, R. Greco Vapor Barrier- (Optlo. Subflooring- -23/32 h forming to PS 1-83 si joints staggored. 2. Structural Wood Men 4 In. chords spaced a to bearing plates with the joists In eccordenc Timjolst inc Vapor barrier- (Optoot 3. Furring Channels -7/ stalled perpandloular t ONIONNIIIN L From : THE MEDICI GROUP,INC 'laced a max 24 In. r bolus may be out Instoilatlan instrue. 14 in, deep wood ea to be In a000rd• es nsllOd or bolted urges published he gely steel installed It ride of wallboard . with support clips ipnd 8 In. end fled to support furring joist bottom flange pe) gelid steel strap its and along walls, traps span between ach support clip Its lo and parallel with oi, adjacent to eeoh tho stabilizer strap the etructurel wood on canter spacing kennels and bottom td with butted end I Installed with long rich 1 In. long wall - In, O.C. In the field. f 6 in. beyond each drilling end aelt•tep- .'lmpound over joints with compound. As ha entire surface of PHONE No. : 296 632 3682 Nov. 18 1993 1:05PM P05 rum RESISTANCE RATINGS (9)(UV) 533 `ter` C8) A, c7i -00a SECTION A ■A (7) U DETAIL A 1, Flooring systoms —The flnieh floorings (nay consist of any of the following oyatams: System No. 1 Floor -4 It by 6 ft by 23/32 In. thick Intorlor plywood with exterior glue end TAA edge dotal) along the 8 ft sides. Plywood Installed perpendicular to joists with end Joints staggered 4 ft, Plywood secured to joists with construction adhesive and No. 8d cement coated sinkers, Ad- hesive applied as 3/8 in. diameter bead to top chord of Joists and proved edges of plywood. Nails spaced 12 in. O.C. along each joist. As an option, lightweight Insulating concrete with Partite or Vermiculite Aggregate• or gypsum concrete may be cast on tho flooring. The thickness shell bd determined by job site conditions. A thin plastic or paper vapor rotarder may bo placed on the plywood prior to pouring the concrete. Sae Perlito Aggregate (CFFX) and Vermiculite Aggregate (CJZZ) categories for names of manufacturers, Sytum No. 2 Finish flooring-Floor Topping Mixture• --8 gal. max of water to 80 lbe min of floor topping mixture to 220 Ibs, max of sand. Compressive strength to be 1000 pal min. Thickness to bo 3/4 In, min. Gyp•Creto Corp. —Type GC. United States Gypsum Co. —Type F, Vapor barrier-(Optional)-Commercial Asphalt saturated felt. 0.030 In. thick, Subflooring -23/32 in. thick plywood with exterior glue, min grado to be "Standard," con- forming to P6 1 -88 specifications. Face grain of plywood to be perpondicular w Joists with joints ete0gerod. System No. 3 Finish Flooring —Floor Topping Mixture—Foam concentrate mixed 40:1 by volume with we- ter and expanded at 100 psi through nozzle. Mix at rate of 1.4 cubic feet of preformed foam to 94 Ibs Type 1 Portland cement and 300 Ibs of sand with 5.1/2 gal of water, Cast (Welty of floor topping mixturo 100 plus or minus 5 pcf, Min compressive strength 1000 psi. Thickness 1.1/2 in. Elsetizell Corporation of America —Type FF. Vapor Barrier — {Optional}— Commercial asphalt- saturated felt, 0.030 in thick. Subfioorinp -23/32 In. thick plywood with exterior glue. min grade to bo "Standard." con- forming to PS, 1 -86 specifications. Face grain of plywood to be perpendicular to joists with joints staggered. System No. 4 Finish Flooring —Floor Topping Mixture--8,8 gel water to 80 Ibs bog of floor topping mix- ture to 1.9 cu It of sand. Compressive strength to be 1100 psi min. Thickness to be 3/4 in. min. Hacker Industries, Ino,— Firm•FIII, Flrm•FIII High Strongth and Gyp -Span Radiant. Vapor Barrier• — Optional— Commercial asphalt saturates felt, 0.030 in. thick. Subflooring -23/32 In, thick plywood with exterior glue, min grade to be "Standard ", con- forming to PS 1 -86 specifications. Facie grain of plywood to be perpendicular to Joists with Joints ataggersd. System No. 6 Floor Topping Mixture•—Foem concentrate mixed 40:1 by volume with water end expended at 100 pal through a town nozzle. Mix at rate of 1.4 ou It of preformed foam to 94 Ibs Type 1 Portland Cement, 62.5 In of Pee Gravel and 312.6 ibs of send, with approximately 5.5 gel of water, Cast density of Floor Topping Mixturo 100 (+ or -) 5 pct. Min comproselvo strength 1000 psi. Thlaknoee 1 in. Llte•Crets. Ino. —Type 1. Vapor Berrler — Optional -- Commercial asphalt saturates felt, 0.030 In, thick. Subflooring -23/32 In. thick plywood with exterior glue, min grado to be "Standard ", con. forming to PS 1.88 specifications. Face grain of plywood to be perpendicular to joists with Joints staggered. System No. 6 Finish Flooring- -Floor Topping Mixture-4 to 8 gel. of water mixed with 80 lb, of floor top- ping mixture and 1.4 to 1.9 cubic ft of sand. Compressive strength to bo 1200 psi min, Thick - nese to be 3/4 In. min. W. R. Grace & Co., Construction Products Div, - ,Types RF, RFP, Vapor Barrier — (Optional)-- Commerclel asphalt saturated felt, 0.030 in. thick. Subflooring -23/32 in, thick plywood with exterior glue, min grade to be "Standard" con- forming forming to PS 1-83 specifications. Face grain of plywood to be perpendicular to joists with Joints otoggored. 2. Structural Wood Members* —Min 9 In. deep "1" shaped wood Joists with 2 by 3 In. or 2 by 4 in. chords spaced a max 24 In. 0.C, Min Joist bearing on bearing plates 2 in. Joists secured to bearing plates with two No. 10d nails at oech end. Circular holes may be out In the web of the joists in accordance with the manufacturer's published installation instructions. Titnjoist, Inc.—Type TM!. Vapor barrlor -- (Optional) -- Commercial Asphalt saturated felt. 0,030 in, thick. 3, Furring Channels --7/8 in. deep, formed of min 0,019 M. thick (28 gauge) galvanized steel In• stalled perpendicular to joists. Furring channels spaced 1.1/2 in. O.C. from end on each side LOOK FOR MARK ON PRODUCT From : THE MEDICI GROUP,INC PHONE No. : 206 632 3682 634 FIRE RESISTANCE RATINGS (BXUV) of wallboard and Joints and 24 In. O.C. away from end jointer. Channels securen to Joists with support clips (Item 4) at each intersoction with the joists, The clips provide a 1 In. clearance between the top of furring channels and the bottom chord of the joists. At channel splices, sb jecont pieces overlapped a In, and tied with double strand of No. 18 SWG galvanized ats01 wire et each end of ovoriop, d, Support Clips— ,Stool Framing Members•—One support clip to be used to support furring channels at each intersoction with joists. Support Clips nailed to side of joist bottom chord with one 1.1/2 In. long No. 11 gauge (0.125 In. diametor shank) nail. Simpson Company —Typo CSC G. Butts and Blankets* —Nom 1 in, think, 48 in. long wan width of bats equal to on center spic- ing of structural wood members (max 24 in.). Bane Installed parallel with the joists on top of the furring channels and undur the bottom chord of the joists, with tho sides butted agalnts the support clips. Tho butted and joints of the baits are to be centered over the furring chan- nels. Care should be taken to insure that the bells aro tightly butted at ell joints. USG Acoustical Products Co. 8. Wallboard, Gypsum' —1/2 ur 6/8 In. tnicK, 4 ft wide. Sheets of wallboard inslollud with long dimension perpendicular to furring channels and fastened to each channel with 1 in. long wallboard scrows located 3/4 In. end 8 In. from wallboard lido joints and 12 in. O.C. In the field, End joints of wallboard may be continuous or staggered. At butted end joints, two fur. ring channels are required (see Rom 3). For staggered end joints the furring channels must es. tend a min of 6 in: beyond each end of joint ovor the adjacent board°. Canadian Gypsum Co., Ltd. —Type C. Cslotex Corp. --Type FRP, Gomtar Gypsum —Type 5. Georgia- Pacific Corp„ Gypsum Div, —Typo GPFS•C. Pabco Gypsum Co.- -Types C, PG.C. United Stelae Gypsum Co. —Typo C. 7. Screws, Wallboard - 1 In. long, Type S, 9/64 in. diameter, suit•drilling end solf•tappl,tg, bugle head steel screws. 8. Finishing System - (Nut shown) - Paper tape embedded in cementitious compound over joints with edges of compound feathered -out and oxposed screw heads covered with com- pound. As an alternate, nominal 3/32 In. thick vender plaster may be applied to the entire sur. lace of gypsum wallboard. 'Dearing the UL Clueellicetlon Marking • 1 1/2a Dealfn igo. L632 Unrestrained Assembly Rating -1 -1/2 Hr. Finish Rating --83 MI 0 0 0 0 0 A O O 0 O 0 „cam:. ,.$>;�x c..ri 11111 oinr ''nn. ... :..., Tom` .'„ mutlwr O O 8 MOON A -A 1. Flnleh Flooring —The fin h !townie may consist of any one of the following toppings: Topping No, 1 Vermloulios Comet Vermiculite -sand concrete consisting of one pert Portland cement, two pens send and three arts vermiculite aggregate, by bulk volume. See Vermiculite A • . negate (CJZZ) category for names of manufacturers, Topping No. 2 Perlite Concrete Perlito -sand concrete consisting of one port Portland canton', two parts send and three , . ns perllte aggregate, by bulk volume. Sea Partite Ag mate (CFFX) category for names of manufacturers. Topping No. 3 Floor Toppl MIxturo' —Any floor topping mixture bearing the UL ClaesIfication Marking as to Fire Res tenon. Floor lopping mixture to be mixed in accordance with manufacturer's In. structions. See Floor copping Mixture' (CCOX) category for names of manufacturers. 2. Wire Moth—Wire mesh placed perpendicular to the wood joists consisting of No. 19 SWG gelvanizod steel wire twisted to form 2 In. hexagons with straight No. 18 SWG galvanized steel wire woven Into mesh and spaced 3 In. OC for stiffness. Mesh instilled without attach. LOOK FOR MARK ON PRODUCT Nov.18 1993 1:06PM P06 FI mont and overlappod 6 I used. 3. Vapor Barrier--(Optional per. 4. subflooring- 'J. In. thick to PS 1.83 spociflcatlons oared, 5. Crass Aridging--Nomins 8. Wood Joists — •Nominal 2 7. Betts and Blankets•—A to Fire Resistance. Nomi density of 0.6 pcf friar faced bans secured In p of 0,085 in. dlentetor sic against underside of Ins, Leiner wires spacod max on both sides with staple See Batts and Blankets 8. furring Channels —No. : oondtcular to wood joistr coated nails. Channols s boneeth wood joist, and nhonnal, 80 In. long, loc. nue channels and attache 9. Wallboard, Gypsum•—o bearing tho UL Classifici In. wide sheets Installed furring channels using 1 tad and joints end 12 in tween continuous furring In. beyond both ends of 32 in. in adjacent court Type S buglo•hood stool ElButted and jointc to bo c In. from base lsyor en, from buttod aide joint. o , gee Wallboard, Gypsum 10. inishing System —(Not covered with twu layers oovorod with two layers Pilaster may be applied t reinforced. 'Bearing tho UL Claselficetlo 1. Finished Floor— Perlito -s oOnorete eggregrte, 2l. Airlift Prowls, Atlantic Perth Partite Industi Rodeo, Inc. 2. Wire Reinforcement —H longitudinal strength pt. spaced 3 In. O.C. Mesh in. at the sides. 3. 8hsathlnp Material' —P ars sheathing materiel h, 4. 6ubfloar --4 by S ft by t Min Grade, B. Grose Bridging -1 by 3 6. Wood Jolst■-2 by 10 1 7. Resilient Chennele —Fot s.r- ..-we-.... LO From : THE MEDICI GROUP, INC 024 PHONE No. : 206 632 3682 FIRE RESISTANCE RATINGS (BXUV) Nov. 18 1993 1:07PM P07 Design No. P202 Restrained Assembly Rating -1 Hr. Unrestrained Assembly Rating —' /. Hr. Unrestrained Beam Rating -1 Hr. r saga. Beam— W8.12, min. elte, 1. Roof Covering— Conaleting of lint mopped or cold eppllcstion ntetosiulo compatible with In- sulation/I) described horoin which provide Class A, B or C coverings. See Building Materiels Directory-Roof Covering Mate►lals.(TEVT) 2, Sheathing Motorial'— Optional, Vinyl -film u, paper scrim vapor barrier, applied with adhesive to steel roof deck, overlapped approx. 2 in. on aides. Fortiflber Corp. B. F. Goodrich Co, 3. Adhesive• —Tu be used with board Insulation. Applied at rate of 0.4 gal /100 sq ft 'A In wide ribbons, epprox, 6 In. O.C. Goodrich Co.. The B. F. Jo/Imo-Manville Corp. 4. Minors) and Fibor Beards, —Total thlcknoss of 1 in. to Liu applied to vapor barrier or directly to steel roof deck If vapor barrier is not used, The end joints of boards shall bo steggured, International Formallte, Inc. 5, Stool ROOF Deck —. Unclassifiodj —Mtn r/r in. damp and 25 In. wide, gels, fluted steel deck. Minimum gouge is 28 MSG. Flutes approx. 4 in. OC., Welded to each joist with welding wash.. ara 12 In. O.C., or, Classified Steel Floor end Form Units °— Nonconiyot.itu 1 ur 1 '1 in deep, poly units. Min gauge is 22 MSG for 30 in. wide units end 28 MSG for 24 in wide units. Spacing of welds attaching units to euppons shall not exceed 12 in. 0.0. Adjacent units button - punched or welded together 38 In O.C. along side Joints. Whooling Corrugating Co.-00 in. wide Types A, F, 11, DW, 24 in. wide Typo E. 8. Steel Joists —Type 8.12 min size; spaced 48 In, O.C. max, welded to end supports. 7. Bridging -1/2 in, diom stool bars, welded to top and bottom chords of each joist. 8. Hangar Wlro --Ne. 12 SWG poly stool wire, spaced not over 48 In. O.C. along main runners and to occur additionally et intersections of grid suspension mau,bara .1 ell four vornors of light fixtures. at centers of cross teas adjacent to long dlmonsions of Tight fixtures, at centers of cross tees adjacent to air duct outlots, and at center of crone tees nearest and perallol with walls, Tito hanger wires shall be altechod to the lower chord of steel bar Joists. 9. Cold•Ralled Channels —No. 17 MBO uuiJ rolled °tool, 1•1/2 In. doop channels. placed under air dual and cupportod by hongor wiruu et each end. spaced not over 30 In. O.C. and el air outlets to support this oir duals. 10, Alr Ducts —Celt' oteol 22 MSG niin think stool, Total pion ur duut ups tangs nut 1u oxcuod 57 sq In, por such 100 sq ft of ceiling area. Area of Individual duct opening 001 to exceed 113 sq In. Max. dimoncion of oponing 12 In. 11, Damper —No. 11 MSG, yaly stool, 14 by 14 In. Protected on both surfaces with 1/18 in. ce- ramic fiber paper and hold opon with a Fusible Link (Bearing the UL Listing Mark). Damper to ovoriop duos outiot 1 In, min. 12. Steel Freminy Members• —Mean runnere. 12 ft song, spaced 48 In, OC perpendicular to and at ends of light fixtures. Cross tees, nominally 40 in, long, instailod perpendicular to mein rum nere, 24 In, OC. Armstrong World Industries, Inc. —Type. APO, AFG•A, Chicago Metallic Corp. —Typo. II, 260, 280, 850, 1850. 1800. National Rolling Mille Inc. —Types FOT -0000. - 0000A, -8000, - 8000A. 12A. Stool Framing Mombers'— Impaling Clip —Used In conjunction with Type 0V48/24 light fix- tures (item 13B). 1 1/4 In. wide channel- shaped clip with 1/4 in. wob and with 1/2, 1 1/4 in. flanges, The 1 1/4 in. flange is provided with, to 7/8 in. lung by 1/2 in, wide tongue which bears agalnet the back of the panel, two 5/8 in, lung ,uundod tenuous duslgned to Impale the inclined acoustical panel edge. Two clips shall bo used at tho base of each inclined acoustical materiel polio!, epeuud uppruxlmetely 8 in. apart near midpoint of panel edge, placed over the oroas -too bulb. Ohlcego Metallic Corp. Typu. 250, 850, 1860, 13, Fixtures, Racesaod Light (flooring tho UL Listing Mork) — Fluorescent lamp typo, stool hous- ing, 2 by 4 ft sire, Fixtures spaced so their area does not sxoeed 10 ay fl our 100 aq ft of coiling area, Wired In conformance with the National Eluctriael CuJo. 14. Fixture Protection —Cut fiom snot) r„elmriul ea Isom 16, to form a five sidod enclosure, rec- tangular in arose- section, approx 1/2 in, longer and widor than the fixture with euffielant depth to provide at toast 1/2 In. ciceranco bctwoon tho top of the fixture and the encIuswe. Pieces held together by Dd nails spaced 12 In, 0.C, 14A. Alternate Fluture Protection -9.11e end t11.nk.ta' -1.1/4 in, thick, out into pieces, to form • flve.sidod onclosuro, Iraporoldel in cross - ration, .pproa 1/2 in. (urger and wider Ilwn the fix• tura and the enclosure. Pieces held together by 10 SWG tie wire. When Type BV48/24 light fixture. ore used, fixture protection shall consist of a top place resting on spaoos, The top Piece iongth shell ho a min of 53 in. and the width ■ min of 11.3/4 In. The top piece shall be LOOK FOR MARK ON PRODUCT MO centurud over the 11* the top pleat) °hell b al scrap Macao of t ends of the light fbtt held In pleat) again, pl000d against the e• Of tho flxturu moduli wiro runnlUSG Inter 16. Aeoueticel Materiel supported by 1 -5/8 down clips to be pl rations. USG Into *Bowing the UL Cloasit 1. Roof Covering' euletien(s) deocri Direotory-Ronf Ct 2. Sheathing Mato to steal roof do names of menhir 3. Adhsah es' —To wide ribb p0, ?i Johns 4. Minorca and Fib or steel roof if v 5. Stool Roof Dot dook, Minimum washors 12 in. Classified Steu mum gauge la welds ettoohlnc or woldod t ga 0, Stool Joists 1 7. arldgInO —•1/21 8. Hanger Wire — occur addition. tures, 01 Conte eenlorc of crot allot with weiir placed on top 9. Cold- Rolled C' air duos and r opper utlots to each sup) 100 10, Alr Duet--No Max dlmenolo 11. Dempor —No ramiO fiber pt ovorlep duct t 12, Steel FramAin n 4 ft long, Inst Ch' Na 12A. Stool Rramin taros (Item 1 In. flanges. 1 beers ogOins From : THE MEDICI GROUP, INC • r, Hr. materiels compatible with in- rings, Bee Building Materials 'ardor, applied with adhesive :1.4 gal /100 sq ft' /. In. wide .d to vapor barrier or direetty cards shell be staggered. vido, gate, fluted steel deck, ,soh joist with welding Wroth- in. deep, golv Units. 4 In, wide units. Spacing of dlacent unite button +punched BW; 24 in, wide Type E. to and supports, •ds of each joist, in. O.C. along mein runners 'mbere et ell four cOmbre of ie of Iluhl fixtures, at centers eel nearest and parallel with oeI bar joists, Jeep clrennole, placed under t over 36 In. O.C. and at air t openings not to exceed 67 opening not to exceed 113 lit surface° with 1/18 in. coo UL Listing Mark). Damper to In. OC perpendicular to and 'd perpendicular to meln run. ), 1800. 8000, - 8000A. with Typo BV48 /24 light fix- web and with 1/2, 1 1/4 In. 1/2 in, wide longue which agues designed to Impale the fi of each inclined acoustical panel edgo, plocod over the scent Tamp typo, steel hous- Id 16 sq ft per 100 sq ft of de. e five sldod enclosure, roc - n the fixture with sufficient 10 fixture end the enolosuro, iok, cut Into pieces to form s 'rigor and wider then tho fix - ,. When Typo BV48/24 light resting on spaces. The top /4 In. The top plooe shell be :T PHONE No. : 206 632 3682 Nov.18 1993 1:08PM P08 FiRE RESISTANCE RATINGS (fXUV) 826 centered over the fixture and the ands allowed to drape over the fixture anda. Tho fidget* or the top Waco shall bo alit a: n0000eery to eocomodste hanger wlrae. Tha ep*eers *hall consist of scrop piocos of oroes•t000 oriented parallel to end spaced approximately 8 in. from the ends of the light fixture and et mid - point. End pieces of botta 30 in. long by B 1/2 In. high are held in place against tho motol end panels with No, 18 SWG gals atoll wiro. Tho wiro Is placed epeine, the end pieco at about mid height and twist -tied to the hanger wires at eernars 01 th0 mourn modulo, In addition, the aunt piece *Ball be secured with No. 10 SWG bale Mfinl MR) iuniting vurtloally from the meln runner to the light flxtoro hanoor wiro nod twiet•fied, USG fnteriore, inn. —lype Ht. IE. Acoustical Matador —Nominally 24 by 40 in., nonventlleting, lay -In penole. Border penolo supported by 1.b /d in. chamois of 24 MSG painted steel with 1/2 and 1 In, lu0v. Two hold duwn clips to be placed on each cross tee, with uouuvv uliuo oc required. (9) o surface psrfo. rations, USG interiors, Ino. --Typo 6/8 In. FR-83 (8) or M(8); Type 3/4 In, FR•X1 (9). 'Deering the Ut, Clsseification Marking. Design No. P203 Reatrained Assembly Rating --V. Hr. Unrestrained Assembly Reting—/, Hr. Unrestrained Beam Rating --a /, Hr. )'- --Irhiesr --1 610. 1. Roof Covering' -- Consisting Of hot moppod ur void epplIcetion materiels oompatlblo with In- sulations) described heroin which provide Cleae A, B or C coverings. See Building Materials Directory-Roof Covering Meterials.(TFJR) 2, Sheathing Moterlel' -0 tlonal. Vinyl -film or paper scrim vapor barrier applied with adheslvo to steel roof dock, overlapped approx 2 In, on sides, See Sheathing Material category for names of monufoeturora, 3. Adheslvee—To be used with board insulation. Appllad at e rote of 0.4 gal / 100 sq ft in '/e In, wide ribbons, opprox 6 In. 0,C. B. F. Goodrloh Co. Johns - Manville Corp. 4. Mineral end Fiber Boards' —A thickness of 1 to 2 in. is applied with adhesive to vapor barrier or Stool roof if vapor barrior to not used. International hermtlito, Irte, 6. Steel Roof Deck -- (Unclassified)— Minimum '1. in. doop and 25 in, wide, gal', fluted stool deck, Minimum gauge is 26 MSO. Flutes opprox 4 In. 0,C. Welded to each joist with welding washers 12 in. 0,C„ or Classified Steel Floor end Form Units•-- Noncomposite 1 or 1 '/, in. deep, gals units. Mini- mum gauge is 22 MSO for 30 in, wide units and 28 MSG for 24 in, wide units, Spacing of welds attaching units to supports shell not exceed 12 in. 0,C. Adjacent units button-punched or welded together 36 In, 0.C. along side joints. Wheeling Corrugating Co. -30 In. wido Types A, F, 8, BW; 24 in. wide Type E. 8. Steal Jolste —Typo 0J2 min sico, spaced 60 in. O.C, maximum: welded to end supports, 7. Bridging- 1/21n. diem steal bars welded to top and bottom chord of each joist. 8. Hanger Wire —No, 12 SWG golv wire, spaced not over 48 in. OC along mein runners, and to occur additionally at Intersections of grid- suspension members at all four corners of light fix- tures, at centers of cross tees immediatoly adjacent to long dimensions, of light fixtures. bt centers of cross tens adjacent to oir•duct outlets, end at center of cross tees nearest and per• ellet with walla, Hanger wires attached to lower chord of trar joists or to cold - rolled channels placed on ton and tiod to lower chord of her Wm, 9, Cotd- Rolled Channels —No. 18 MSG cold - rolled stool; 1 1/2 in, deep channels placed under air duct Sad supported by hanger wires at each end, spaced not over 70 in. OC. and et air outlets to support air duple. 10. Air Duct --No. 22 MSG min, gaiv steel. Total area of duct openings not to exceed 113 sq In, per each 100 sq ft of ceiling area, Arno of Individual duct opening not t0 sxcaod 113 sq In. Max dimension of opening 12 In. 11, Damper —No, 13 MSG gals steel. 14 by 14 In. Protected on both aurfeeos with 1 /1S In, ce- ramic fibur paper and hold open with e Fusible Link. (Bearing the UL Listing Mark). Damper to ovorlep duct outlot 1 in. milt. 12. Stool Framing Members• —Main runners 12 ft. long, spaced 48 In, OC. Cross tees, nominally 4 fl long. installod perpendicular to main runner°, spaced 24 in, 00, Armstrong World indust:•iss, inc. —Types AFG, AFG-A. Chicago Metallic Corp.-7)00,111, 250, 260, 850, 1860, 1060. National Roiling Mills Ino. -Types FST -6000, - 6000A, 4000, - 8000A. 12A, Stool Framing Msmbere•-- Impsling Clip —Used in conjunction with Type 8V48/24 light fix. turos (item 13A), 1.1/4 In. wide channel- eheoed clip with 1/4 in. web end with 1/2 erid 1.1/4 in. flanpes. The 1.1/4 In. flange is provided with a 7/81n. long by 1/2 In, wide tongue which hears egeinst the book of the panel, and two 5/8 In. long rounded tongues designed 10 im- LOOK FOR MARK ON PRODUCT l�, From : THE MEDICI GROUP,INC PHONE No. : 206 632 3682 626 FIRE RESISTANCE RATINGS (BXUV) Nov.18 1993 1:09PM P09 polo the Inclined acoustical panel odgo. Two clips shall be used at the base of each inclined acoustical materiel panel, spaced approximately 8 In, apart near midpoint of penal edge, and placed over the cross -tee bulb. (CMC Cat. No. 848) Chicago Mutullic Corp. 13. Fixtures, Recessed Light— Fluorescent lamp type. steel housing 2x 4 ft size. Fixtures spaced so their urea dons not exceed 24 ocr f1 per 100 sq ft of ceiling area. (Soaring the UL Listing Mark), Wired in conformance of the National Electrical Code, Fixtures and ballasts must be considered for these ambient tompereture conditions before Installation. 14. Fixture Protection —Cul from some material as Item 15. to form e five sided enclosure two toidel In cross.section, approx 1/2 In. longer and wider than the fixture with sufficient depth to provide of least 1.1/8 In. clearence between the top of the fixture end the enclosure. Tits end pieces at Hoch end of light fixture anoohod to the top piece will; four 8d nails and to each side piece with two 6d nails, 14A, Fixture Protection—Setts and Blankste•-1•1/4 in. thick, cut into places to form o five -aided enclosure, trapezoidal In cross - section, approx 1/2 in. longer and wider than the fixture with suffioIont depth to provide at least 2 -1/2 in. clearance between the fixture and the enclosure, The pieces ere hold together by 18 SWG tie wire. When Type 8V46/24 light fixtures are used, fixture protection shall consist of a top piece resting on spaces. The top piece length shall be a min of 63 in. and the width a min of 11.3/4 in. The top place shall be centered over the fixture and the ends allowed to drape over thu fixture ands. The edges of the top piece shell bo 'silt as necessary to accomodate hanger wires. Tito spacers shall consist of scrap pieces of cross -tees oriented parallel to and spaced approximately 8 in. from the ends of the light fixture and at midpoint. End pieces of betts 30 in. long by 6.1/2 in. high are held In place against the metal end panels with No. 18 SWG gbh; steel wire. The wire is placed against the end piece et about mid height and twist -tied to the hanger wires at corners of the fixture modulo, In addition, the and piece shall be secured with No. 18 SWG gaily steel wire running vertically from the muln runner to the light fixture hanger wire and twist-tied, USG Interiors, Inc. —Typo FR, 16. Acoustical Material'— Nominal 24 by 48 In. IsyIn earfuls. Border panels supported by 1.6/8 in, channels of 24 MSG painted stool with 3/4 and 1 in. loge. Two hold down clips to bs placed on each cross too with access clips as required. (S)..surfaoo perforations. USG interiors, Inc. —Typo 5/8 In. FR•83 (S) or M (S): Typo 3/4 in. FR -X 1 (5). 'Bearing tho UL Classification Marking. Design No. P204 Restrained Assembly Rating -1 Hr. Unrestrained Assembly Rating ---% Hr. Unrestrained Ream.Ratlrty - -1 Hr, O © 0 O ® 0 NUM TTY • See Item 6 1 !=.....•.--;;;•F.u..44=====w41 H g. r w 0 ore. wet. • m 22• Beam —W6x 12, min size. 1. Roof Covering' — Consisting of hot mopped or cold application meturials compatible with in. sulatiun(c) described heroin which provide Class A. 8 ur C coverings. See Building Materiels Directory-Roof Covering Materiale.(TEVT) 2. Sheathing Material' -- Optional. Vinyl•i11m or paper scrim vapor barrier applied with adhesive to steel roof deck, overlapped approx 2 in. on sides, Goodrich Co., The 8. F. Fortlfiber Corp. 3. Adhesive• To be used with board insulation. Applied et rate of 0.4 gel /100 sq It In '/e in. wide ribbons, approx 8 in. 0.C. beneath the board. Ooodriuh Cu., The B. P. Johns - Manville Corp. 4. Mineral and Fiber Boards' —Total thickness of 1 in. to be applied with adhesive to vapor bar- rier or steel roof deck if vapor barrier is not used. The and joints of the board shall be stag• gored. International Fermelits, Inc. 5. Steal Roof Deck — (Unclassified) —Min '/e in. deep and 25 In. wide, gale, fluted stool dock. Mln gauge is 28 MSG. Flutes approx 4 In, 0.C. Welded to each joist with welding washers 12 In 0.C. or, Classified Steel Floor and Form Units*— Noncomposite 1 or 1' /e iri. deep, 30 In. wide, gslv units. Min gauge Is 22 MSG for 30 In. wide units end 26 MSG for 24 In. wide units. Spacing of welds attaching units to supports shell not exceed 12 In. O.C. Adjacent units button• punched or welded together 30 In, O.C. along aide joints. Wheeling Corrugating Co. -30 In. wide Types A, F, 8, BW; 24 In. wide Type E. 6. Steel Joists Tye 8J2 min size, spaced 48 In. O.C., welded to end supports. 7. Bridging—(Not shown)'-- 1 /.-in, diem steel bers welded to top and bottom chords of each joist. 8, Hanger Wire—No. 12 SWG gels stool wire, spewed not over 48 in. O.C, along main runners, and to occur additionally et splices In main runners, or the intersection of grid- suepenalon members et ell four corners of the light fixtures, end at centers of Dross tees Immediately ed• Jeconl to the long dimensions of the Tight fixtures. The hanger wires shell be attached to the lower chord of tho motel bar joists. 0. Cold- Rolled Channels —No. 10 MSG cold•,ulled rlwl. 1% in. deep uhamiela placed under sir LOOK FOR MARK ON PRODUCT 1F duct and supported by lets to support the alr d 10. Alr Duct— Formeri of 2 in. with mac diminution an alternate to the gale used in lieu of steel du 100 oq ft of culling en mansion of opening 12 24 in, long, 22 MSG sl 1 In. thick, 5 pcf deneit 1 -1/2 In cold - rolled *to Channels aro located c drop. and are owed h OC for ducts between Knauf Fiber Manville Out Owans•Cornl 11. Damper —No. 18 MSG ramie fiber peper and I overlap duct outlet 1 it 12. Alr Outlet Protective cut from 24- by 48. IA over outlet. 13, Stool Framing Membe ' A, Main runners 12 • psndiouler to malt Armstrong Chloago Me USG lnt/trio DXLRA Crr National no B. Main runners 12 spaced r42 In. 00 Chicago Me 13A. Stasi Framing Memb In various colors enc • spaced 4 or 0 In. O.C. oat tabs of the eorresl of shill s chhbe supporrt; Chlosge Mt 138• Steel pens Mem (See 1 sm lei to cross tees or n cross tee or main run or main runners, rasp Chicago M 130. Steel Framing Montt al pane, Filler strips a 3/4 In, wide, Placid 1 Chicago M 13D. Ousel Framing Meml long Installed perpsn Installed psrpondlculi lay-In panels. Chicago M 14. Fixtures, Recessed L 2 by 4 ft else. Plasm area. Wired In conk gauge) painted steel turns and ballasts mt 16tlon. 14A. min 0 047a n. thick 1 midspan of cross toe 14Q• Fixture neer the ends of the at mldepsn of the c cent cross tee. 11. Fixture Proteatlon- slded enclosure, trel with sufficient dept) the enclosure, Top p 18. Acouetloal Matilda by min 0.016 In, th (20 gauge) pointed. flings, (8)asurfcce Calotex C 17. Hold Down Clips — wide, One clip per down clips. *Booing the UL Classlfi From : THE MEDICI GROUP,INC The Medici Group Inc. 'Transmittal PHONE No. : 206 632 3682 To: E -r r-e 7'u 1.4 tallG�dJ Attention: Re: , ,✓S• - ( Sent via: Remarks: Date: 10/8/1 Project No: Phone No: Fax Nu: 43 (-' tie G 3'�r Apr.08 1994 12:57PM P01 IE 4'-'i'# h Pages Including Cover Sheet: Mail Courier Tacgimllc Hand Carty Other Overnight Express Enclosures re--11 ef-ro >- r 2.v04 - • 'Ft •165 1— MC, w 4 +r "-ore Ca" '77 -i-t 5� /2- -i _. SA-S:77 cc: Ar.Wt.etun 3621 Doeley Avenue North I!opstrMadng S,.n1.. visolobsgton 99103 fip.r++ Plarntes Prow. C106)547,4192 VAX (106) 632,36111 Inttilor Do llen REC IVED APR 8 1994 COMMUNITY DEVEL9PMENT From : THE MEDICI GROUP,INC PHONE No. : 206 632 3682 Apr.08 1994 12:57PM P02 .,, • WASHINGTON STATE ENRROY CODE TABLE Q.i ovum THAN GROUP It OCCUPANCIES raisativrlva REOUINEHIS o • see SPACIC CONDTI1ONDJG SYSTEM TvI'g ROOF/CEILINGS EXTPrtIOR WALLS FLOORS OVER IMO/NUM./NW PACE URIZ W GRADE WALLS SILAI1 ON GRADS FLOORS' GLARING TYPE MAXIMIJM'I'OTAL GI.AZINR AREA (1L at Grow ExtwHwr Wail Arru) ANY R.30 k•1I R-4 R•9 Double' ANY k.30 R•11 32% n% lniutadon ow M a watehtwlflant maiarlat, manubCtutod for 11a intended uaa, and larD11 d to manufaolurnr'a grdint lk111L. a 'Douala' dent • mlolmum air amasa between tlarIng$ of I/2 Inch, d 90 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * *REVS! DATE VtkMJi Ii PROJECT NAME ADDRESS N SUB ,■1170UeR Fn h. cr 1) CITY OF�TUKWILA MAR 1 1994 PERMIT CENTER 8TTAL * *. Ki Ko CONTACT PERSON ‘ tom( '� /..� PHONE 941-7- ICI ti ARCHITECT OR ENGINEER ` I 11 QUA G n.99 PLAN CHECK/PERMIT NUMBER -3„ (333 TYPE OF REVISION: t CK,Upe 'e •l 9." 441 e)Li (Ni I.I . (-, o e7 Loc.s' '1aa I` Uti or- SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMTI'1 ED TO: 13gt4ralleb. Coripkbori tome hocw 'Elm . read watt be +wtom. ream 1 e k t o o o r motel 8 gt m00% has toegiA ciaceireci 41vt4i 1 '- waevyk• iw►Qrucie met.* veuviet doiuved, avid c com k . P nis vtotstrot 64•cU.3 w.:4ls *tor,. leg+ Odin .. . 4e. From !.THE MEDICI GROUP ,INC 41, This MEDICI ' GROUP INC TO: coy o- -t'c/Ie -Wou.., PHONE No. : 206 632 3682 MAID PROJECT: VIA: Jan. 27 1994 12:02PM P01 t3c‘.-3J Au•S1.71 Nis. I(Z ANA Uv+c4.. . 43 I. 3(425- �d 'UVN►e.EtU 0331 TRANSMIT TAL .04 11 if P- °�J f lit 5�- :.1 S,Floc�as -TNo' ay. osts 6ve, ISM (47Utlter? iget.(X- IC) ,_M'`t 'Peer fikva 50 FA tV-7 .. oVi-.' Pak) 1.-40610-19 rr4I PiJrvnp la:►r._ �O 1 /A3 tw tip' . ( AIM CON CS.fekiku9 E (- YN 'ruse orLN I O TV E ( ' $ n&2 oicf ,S` (P.46(05 Q mitt-MO' v9 GA. t/71 REQ =lVED JAN 2 7 X994. . C�(JiVti'1UNi'CY 1EVE PMENT From Cc; rip. Oft_ F S0 'O v GAN 3531 Bailey A venue North • Seattle, Wash: sum 96103 (306447x1192 fart 632.36111 From THE MEDICI cw 2-11.4 117 GROUP,INC PHONE No. : 206 632 3692 6".LiRai) Jan. 27 1994 N P. 12:03PM P02 1 F Post -It• brand fax namittal mem o t IMIM •• iiillEINIIIIIIIIIMIiiiIIIIIIIIIIIIIIIIIIIMOMMII OBWASIMMIPPAIIIiiiiiikliaridgillIIIIIII GPM r. WAY .1 j\ ;/ 1. vb /E=1._OPh 1E NT CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 RECEIVED CITY OF TUKWILA DEC 2 8 1993 PERMIT CENTER y` * Er-1: E 11J U S O N S U B M E I! .i A L * DATE /2/28/1,3 PROJECT NAME ADDRESS 11i__zi7./1?e4/0". - CONTACT PERSON ,e -M ) g4)C i 4zT1oeL. PHONE 5'4? -- 4/ 9 2— ARCHITECT OR ENGINEER _�°'j PLAN CHECK/PERMIT NUMBER $ i' 3 -- 033 1 TYPE OF REVISION: /2V - J i S ,N -A-W I cA-a I k i p 4 r'¢ a a-- Cr of% a► . r .I■ ' i v C =� -✓L5 M �iri 1 -f _ ter✓ 2 �r-.+f -i i.._ SHEET NUMBER(S) „I ; • "Cloud" or highlight all areas of revisions and date rev sions. SUBMITTED TO:Vb Z 44,0440;14 a e - iwedts tebAfria4croa. Befog f/6I FifeZD 56t 4# D 5Vimp 1104660404) 45l` 66S 'lof 5oter piefosefl Issaml4 701656 Id ed#5 .s 0 '5F EE r • ► • e44e THE MEDICI GROUP, INC Aro Nt. The Medici Group Inc. Date: P0: Attn: PHONE No. : 206 632 3682 FftrailaiitILSQX6E—Sheat. ig 010 Fax No : 4 17 s"- Phone: 43 1 — 3' 4 S From: M ofr% I 1-1, Dec.21 1993 5:43PM P01 Number of pages , 7— including cover sheet Additional Messages: . ,4-0,-^4,9Lc4id) paAwv, e obi/ eyei-rtri 45 iv. 7 AJJ0-40 S 4411 - P4 174-7 Thank You, RECEIVED • • DEC i 1 '093 • • COMMUNITY DEVELOPMENT • . 3331 Bailey Avenue orth SeaNle Washington 103 (206)147. 103 FAX 6324$2 ri CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 clry o��r�a VIL4 DEC 2 1993 * * REV EON SUE a UTTAL * z. DATE PROJECT NAME 70i1/1cA rvr -e— P-UIu2 N ADDRESS [ (Z. Aki FAA2 VASE CONTACT PERSON (1C 1(NA L'z X12_ PHONE -744-7-411-Z-. ARCHITECT OR ENGINEER t y M PLAN CHECK/PERMIT NUMBER j ( a TYPE OF REVISION: PrON'CA(•4.(1?w 141g- PPP- P LICC' (N012kl%11 I, (2V110 ?IAN, 4112.1YJf(1t2AU eh GoNN %rtoN D�'T�It.,Gj CONC.. sm-r -T ()API VAIN Fip..k4N1 ' ' =CO to 1-1V 4G SCE NE',/ -1-M147 Ai(h� i ompfgcrf QA( -�r(C , rAtopy 4 rii -noN / Lr4(51P {6� VURt it r.F[A f 4 g. h?5, .zout o, APP oNA B Ms 2 HVAL l) tvrfS ttnIVQ:A AD19042, 6, tiv-rale R44 XAri tT t tOuao �7 d 11 .E4m '-tort... (A144-9) 19 3fP- cool -[ .QaYti rez9P -4,1 5HVA12. IA/AL-1.5 , Hot-OW/NS SHEET NUMBER(S) AI, Q Z, Ag7 M AS" ' 61 i; 'Z• 9" . "Cloud" or highlight all areas of revisions add date go revisions. SUBMI'1'1'ED TO: -- .Ew..eve) .s* 7 , $4/ro cVF...D P4Ma teitepAteve.0 , *og .srp Zfi$ #FDO,T7eve44 Reo .el polo. From : THE MEDICI GROUP,INC tr PHONE No. : 206 632 3682 NOV 1? '93 04:4 Pti TUI WILn ncri/ J M E M O DATE TO PROM Nov.18 1993 10:42AM P01 P.2 /2 Jo%ln W. Rants, Mayor Department of Community Development • 11/17/83 Emily nuchwaltor Bob flenddioto avaa aT Kinkne copy Oonter D 3•O33. # OF HADES 1 Rick heeler; Director Per your request, T have amended the permit application to limit the ocOpe of work to improvements to the building shell only. This will allow the work to proceed Ro described on the approved plane when this permit is issued, Since the work described does not include the inetrsllation of the requited one hour fire rated protection for the ceiling, the buildin7 will not be granted final, ineppeotion approva1 and mny not be occupied until a subsequent tenalnt improvement permit ie obtained and the requite coiling work is completed. Please acknowledge thin understanding by returning a signed copy of this memo. Our PAM # 206/431.3665 y be used to sapedite this matter. y Bu alter 0300 SoulhcenterBoulivar4 Suite #100 • Tukwila, Washington 98188. (2001 431.3670 • A* (2061431466S M E M O City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director DATE 11/17/93 TO Emily Buchwalter FROM Bob Benedicto SUBJECT Kinkos Copy Center B93 -0331 # OF PAGES 1 Per your request, I have amended the permit application to limit the scope of work to improvements to the building shell only. This will allow the work to proceed as described on the approved plans when this permit is issued. Since the work described does not include the installation of the required one hour fire rated protection for the ceiling, the building will not be granted final inspection approval and may not be occupied until a subsequent tenant improvement permit is obtained and the require ceiling work is completed. Please acknowledge this understanding by returning a signed copy of this memo. Our FAX # 206/431 -3665 may be used to expedite this matter. Emily Buchwalter 6300.Southcenter, Boulevard, Suite #100. • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 To: The Development File From* � John A. Pierog, PW Development Engineer November 17, 1993 Date: Subject: Southcenter Building Remodel (Kinkos) 112 Andover Park East Project No. PRE93 -020 Public Works Permits Requirements It has been determined that, at this point in time, it is not necessary to widen Andover Park East. The new sidewalk, however, needs to be located in accordance with the typical section for the future widened road. The existing asphalt berm shall remain as is. JAP /jap cf: Vernon Umetsu, Planning Division Robin.Tischmak, PW Traffic Permits To: Vernon Umetsu, Planning Division From: John A. Pierog, PW Development Engineer Date: November 15, 1993 Subject: Southcenter Building Remodel (Kinkos) 1 Andover Parkt Project No. PRB93 -020 Public Works Permits Requirements The building permit file for the subject project was received in time for the November 9th Public Works plan review meeting. Com- ments from those attending were recorded. But first, I wish to clarify a prior issue which you referred to in your October 20th E -Mail communication to me. Your communication mentions a 5 foot versus a 2.5 foot sidewalk easement. As previous- ly mentioned in my October 3rd memo to you, it appears that a 2.5 foot road widening will be necessary through this area to bring the lane widths in conformance with the City's typical section. This needs to be verified with our Traffic Section, specifically Robin Tischmak. Concerning easements, after further review of assessor's maps for this area and the project site plan, it appears that there is an existing 10' utility easement through this property immediately ad- jacent to the Andover Park East 60 foot right -of -way. This utility easement simply needs to be modified to include sidewalks. Finally, there was a general consensus at the meeting that the sidewalk should be located immediately adjacent to the back of the new curb. The applicant will be requested to submit plans reflect- ing this change. I am returning the building permit file to you at this time in the event that there are any planning issues with regard to the above. If not, please return the file ASAP so that I may contact the ap- plicant to advise of the above resubmittal requirement. If you have any questions concerning the above, please let me know. JAP /jap cf: Robin Tischmak, PW Traffic Permits Development File M E M O City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director DATE TO , ..Emily Buchwalter FROM TUKWILA BUILDING DIVISION SUBJECT 'Kinko Copy, B93 -0412 OF PAGES 1 • 10/26/93 The initial plan review by Building Division indicates that additional information or revisions will be necessary before your application can be approved and a building permit issued. Sheet A -6 indicates (by note) that no structural changes are to be made until the issuance of the building permit. In order to approve the work that will involve structural changes to the building, structural details and calculations will be required. Details must clearly show the proposed replacement for the load carrying members and bracing that is to be removed. If you intend to remove non load bearing partitions only under this permit application, then sheet A -6 must be revised to show this. All reference to structural work and work not intended under this permit must be eliminated from this plan. Review of your application will remain on hold until this scope of work is clarified. Once this information is received the Building Division review will continue and subsequently your application will be routed to Fire Prevention Bureau. Your timely response to this request for additional information will help us expedite your application through the review process. If you have any questions, feel free to call this office between 8:30 AM and 5 :00 PM, weekdays. Sincerely, TU,WIL'A BUILD N DIVISION Robert Bene• to, Plans Examiner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 (206J)4313670 • Fitto 206) 4313665 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * *REVSIO_ SU DATE Nit. 2I } 1 9141 Ir•s MITT . L * * PROJECT NAME ADDRESS I �. AN000 No_ Oh 5T CONTACT PERSON �1 OUCMWA PHONE ' +7-1t�2 ARCHITECT OR ENGINEER -1I. i eUc-i-iUNAt -- PLAN CHECK/PERMIT NUMBER' TYPE OF REVISION: cb rZrr 2__. SHEET NUMBER(S) 1.4410 44‘12 i fl,m0 AI "Cloud" or highlight all areas of revisions and date revisions. SUBMITThD TO: qEC RECEIVED CITY OF TUKWILA OCT 2 1 1993 PERMIT CENTER THE MEDICI GROUP INC. September 2, 1993 Mr. Vernon Umetsu City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 Subject: Southcenter Building 112 Andover Park East Tukwila, Washington Dear Mr. Umetsu, This letter is to provide information on cost estimates for the Southcenter Building remodel. The existing building improvements which include existing site improvements, are assessed for the value of $907,800. The land which the building is on is assessed for $346,700. The value of the existing site improvements are estimated to be $97,175. When we subtract the existing site improvement value of $97,175 from the existing total building improvements of 907,800, we have a remaining existing building improvement worth of $810,625. Per the code, if we can show that our exterior remodel cost does not exceed $81,062.50 which is 10% of the $810,625 existing building improvement value, we are exempt from the board of review process. The J.M. Rafn Company who will be the general contractor for this project, has provided us with the enclosed summary spreadsheet of their cost estimates for the exterior portion of this building remodel. The Rafn Company's estimate with overhead and profit for this work is $78,241. As you can see, this estimate is less than the minimum required by the code. /1648-6-, f�(a i�sicnr vr94) Rcrt Mec; s R. 406/V'1 Cor.' cuts. RECEIVED SEP 7 1993 coMMu►v TY DEVELOPMENT 3531 Bagley Avenue North Seattle, Washington 98103 (206)547 -4192 • fax 632-3682 Please let me know if I can provide you with any other information regarding this project. Very truly you s, 6 Emily Bichwalter cc J.M. Rafn Co. The Medici Group Inc. Crim Investments 07/22/93 14:07 FAX 208 889 1100 RAFN COMPANY X1002/002 J. M, RAFN COHPANY BIDS510 SUMMARY SPREADSHEET ESTIMATE 4 : 0074- ALTERNATE : CRIB BIDS SUMMARY DESCRIFTIDN JUL 22, 1993 13 :28: PAGE MARKUP PERCENTS SUB LIST LABOR HEM SUB EQUIP 0118 TOTAL 02000 SITE 1MORK DIVISIONS 06000 MOOD & PLASTICS DIVISIONS .07000 THERMAL & MOISTURE PROIELIIBN 08000 DOORS 6 HINDUS DIVISIONS 09000 FINISHES DIVISIONS /0000 SPECIALTIES DIVISIONS 16000 ELECTRICAL DIVISIONS -x****1 BASIC ESTIMATE TOTALS : 1,200 840 0 0 0 2,050 12/700. 10233 0 ' 0 0 22/933 500 650 18:546 0 0 19,696 650 500 8/207 0 0 9/357 100. 200 5497 0 0 6 1097 0 ,0 0 0 3,500 3/500 950 0 '0 950 0 0 15/150 12/433 333/500 0 3/500 64483 COST TYPE TOTALS : 15/150 12,4333 333,510 0 3600 .64483 1 PERFORMANCE BOND M:1,, C. 0 2 MSS)* N.I.C. 0. 899 LABOR TAXES 5.757 900 B &0 TAX 525. 970 P/L INSURANCE 1473. 971 P/D INSURANCE 174 972 BLDRS RISK INS 0 ADD -0N TOTALS : 7,529 I 7,529 GRAND TOTAL : 1 72,112 OVERHEAD .6 PROFIT '/ 6,129 1 78,241 BUILDING DIVISION NOTES 1. THE SCOPE OF WORK PROPOSED UNDER THIS BUILDING PERMIT DOES NOT INCLUDE THE INSTALLATION OF A REQUIRED ONE HOUR FIRE RESISTIVE CEILING ASSEMBLY. CONSEQUENTLY, FINAL INSPECTION APPROVAL AND CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THIS WORK IS COMPLETED. 2. A SEPARATE PERMIT APPLICATION WILL BE REQUIRED FOR THE TENANT IMPROVEMENT REQUIRED TO COMPLETE THE CEILING SYSTEM AND INSTALL LIGHTING. APPLICATION TO INCLUDE DETAILED LISTED CEILING ASSEMBLY WHICH DESCRIBES THE METHOD OF INSTALLATION OF THE RATED CEILING ASSEMBLY. IN ADDITION A LIGHTING PLAN SHOWING COMPLIANCE WITH THE ENERGY LIGHTING BUDGET REQUIREMENTS OF THE WASHINGTON STATE ENERGY CODE WILL BE REQUIRED. 3. SPECIAL INSPECTION BY AN APPROVED TESTING LABORATORY IS REQUIRED FOR ALL STRUCTURAL WELDING. WELDING SHALL BE DONE BY A W.A.B.O. CERTIFIED WELDER. 4. EXIT ILLUMINATION AT RETAIL SALES FLOOR MUST BE SERVED BY AN EMERGENCY SOURCE OF POWER. EMERGENCY SOURCE OF POWER SHALL BE SUPPLIED FROM STORAGE BATTERIES OR AN ON SITE GENERATOR SET AND SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE ELECTRICAL CODE. 5. PROPOSED MECHANICAL EQUIPMENT SCREENING SHALL BE CONSTRUCTED OF NON COMBUSTIBLE MATERIALS WHEN HEIGHT ABOVE ROOF SURFACE EXCEEDS 4 -FEET. UBC Sec. 3601 (d),4. SUBMIT ALTERNATE CONSTRUCTION DETAILS FOR APPROVAL PRIOR TO PROCEEDING WITH REQUIRED SCREENING CONSTRUCTION. CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PRE - APPLICATION PROCESS MEETING ATTENDANCE RECORD PRE - APPLICATION FILE NO. P R E 93-020 6300 Southcenter Boulevard — #/100 Tukwila Washington 98188 kink° PROJECT: SOUTHCENTER BUILDING 695-....033) MEETING DATE: 7-8-93 TIME: 2: 30 SITE ADDRESS: 112 Andover P K E DATE CHECKLIST MAILED: 7 -12 -93 BY: dlm STAFF PRESENT ® Building (431 -3670) ® Fire (575 -4404) Il Planning (431 -3680) ® Public Works (433 -0179) El Parks & Rec (433 -1843) Q Police (433 -1804) ® Permit Center (431 -3670) ® Other: ( - ) NAMES / TITLES Duane Griffin /Building Official Steve Kohler /Fire Prevention Denni Shef.rin /Associate Planner Ross Earnst /Public Works Director Lynn Devoir /Parks & Recreation DPnisP Millard /PPrmit Cooridinator Rick Beeler /Chairman APPLICANT / REPRESENTATIVES PRESENT Contact Person Name Walter Crim Company/Title .Crim Investments Street Address Phone547 -4192 City /State /Zip Others Name Jim Crim Present . Company/Title Crim Investments Street Address Phone 547 -4192 City /State /Zip Name Emily Buchwa1 ter Phone 547 -4192 Company/Title Medici Group Street Address 3531 Bagley AV N City /State /Zip Seattle, WA 98103 Name Phone Company/Title Street Address City /State /Zip Name Phone Company/Title Street Address City /State /Zip Name Phone Company/Title Street Address City /State /Zip ft PRE- A,PPLlCA,T N CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenler Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. PROJECT: &b460 Pf d 6 ` SITE ADDRESS: IR Anclovw -1)/k Date: MEETING DATE: ' C� - ) TIME: `#1r? iltoon, 000-enfs rotwit roa rellminr irt'e eai.:. � s ditlari l �n rnhr �Jvn i ly;bOlieeried. Other reriatien entstieguiatians may need ta,be met BUILDING DIVISION 1. Comply with the Uniform Building Code, 1991 Edition. 2. Comply with the Uniform Mechanical Code, 1991 Edition. 3. Comply with the Washington State Energy Code, 1991 Second Edition. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). 4. Comply with Washington State Barrier Free Code, 1991 Edition. IZ 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: • Building Permit • Rack Storage • Mechanical Permit • Demolition (building) • Other: 6. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. 10. Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are in place. I 11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered retaining walls, and require a permit. 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. 14. Construction documents shall contain soils classification information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. 15. Demolition permits are required for removal of any existing buildings or structures. 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). 17. Obtain approvals and permits from outside agencies: [j ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries I� y' (248 - 6630). PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- tions: 296 -4767; Permits: 296- 4727). KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools /spas and food service facilities prior to submittal to the Tukwila Building Division (296- 4787). FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575 - 4404). 18. 19. 20. Checklist prepared by (staff): tPRE-APPLICATli k4 CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431.3670 PRE - APPLICATION FILE NO.41.(6'altO PROJECT: U L MEETING DATE: 141 TIME: -3O SITE ADDRESS: I Ia An d ova I nc. 1/1 lidl ►117g,�iCtammen �basealaon;a prelim(! aip blew:::. ,r :,. ,,,;,;.., ° �fl flay.+be n %gtulatipgssnay need toibe met. FIRE DEPARTMENT - Construction information The City of Tukwila has adopted the 1991 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) 2. Fire hydrants will be required. (City Ord. #1626) 3. Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. By line of vehicular travel a fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #1626) 4. Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. Submit' three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1626) 5. Maximum grade is 15% for all projects. Li 6. Hose stations are required. (City Ord. #1626) LJ 7. A fire alarm system is required for this project. (City Ord. #1626) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of complete drawings. This includes one for our file, one for company file, and one for the job site. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installation. (LJFC 10.301) 9. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) 10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1991 UFC. El11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) E}12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. V'13. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) j ✓14. Designated fire lanes may be required for fire and emergency access. This requirement may be established at the time of occupancy and /or after the facility is in operation. (UFC 10.207 as amended) }...11 5. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require a turn at ound. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6" (City Ord. #1632). 17. Adequate fire -flow availability will need to be demonstrated for this project. 18. Checklist prepared by (staff): .� C� ;. )..e S %2- Date: .' 8 /3 • _,..4LIELPRE-APPLICAITON CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER PRE - APPLICATION FILE NC3 l'1)A PROJECT: 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 JO .tiro '1 1 0,1 MEETING DATE: 1- d `q TIME:d.1T SITE ADDRESS: :,;; ,;;'The; *i loirrin r,tom'menis aretibasec oRa prefle749,134e.idew AddlNonah iInlormation: maybe needed.: Other requirements/iegidatio isrma y need to be met- EIRE DEPARTMENT- Inspections 1✓ 1. Underground fire line from vault to riser a. Thrust block and rodding e. Hydrostatic test b. Type of pipe f. Fire Dept. approved plans c. Depth of cover g. Materials and test certificate d. Flush 2 2. Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test 3. Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover 4. Fire alarm a. Acceptance test b. Fire Dept. approved plans Li 5. Hood and duct inspections a. Installation b. Trip test 6. Spray Booth a. Location b. Fire protection c. • Ventilation d. Permit 7. Flammable liquid room. a. Location b. Fire protection c. Permit 8. Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width d. Fire Dept. approved plans e. Sprinkler head location and spacing e. Vent piping, swing joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans 9. Fire doors and fire dampers a. Installation b. Drop testing 10. Fire final a. Fire Dept. access b. Building egress and occupancy Toad c. Hydrants d. Building address 11. Other: a. b. c. d. e. Checklist prepared by (staff)' Fire protection systems: (1) Halon systems (2) Standpipes (3) Hose Stations (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers e. g. PRE- APPLICATIJN CHECKLIST CITY OF TUKWILA ` DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION -- PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE- APPLICATION FILE NO. IQ q?)-0 PROJECT: MEETING DATE: '7g q3 TIME: :'3'D SITE ADDRESS: (/a 79n OVer-P�r-. E The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. POLICE DEPARTMENT CRIME PREVENTION SECURITY RECOMMENDATIONS 1. Security Camera System: Recommend that a good quality surveillance video camera system be installed during construction. The cameras should have sufficient quality to be able to identify a subject from the video recorded tape. One security person can monitor several areas of concern with a surveillance video system. It is a deterrent to potential thieves and great for prosecution to have the actual crime on tape. 2. Security Alarm: Recommend installing a security alarm system during construction that would report a robbery in progress as well as a burglary in progress when the store is closed. 3. Restrooms: If the restrooms are open to the general public I recommend they not have false ceilings. There have been problems with subjects hiding in the ceiling area and then dropping down later to do robberies. 4. Cashier Platform: The cashier's area should be on a raised platform in order for the employees to have a better view of the entire business. This would help .provide an atmosphere that the employee has control of the area thus reducing the opportunity for crimes to occur. 5. Doors: Doors should have quality locking mechanisms with minimum one inch deadbolt locks. All exit doors shall be operable from the interior without the use of a key or any ' special knowledge or effort. The Crime Prevention Unit should be contacted for information regarding correct hardware usage (433- 1823). 6. Windows: Consideration should be given to providing hardened coverings (such as security film, etc.) for ground level windows where glass breakage would allow for access to building interiors by burglars. 7. Orientation of Windows: Windows should be located so that the parking lot area can be easily surveyed by employees inside the business. Also the windows should be located so that a patrol car passing by can easily survey inside the business, this helps reduce the opportunity for armed robberies. 8. Lighting: Energy efficient security lighting is a relatively low -cost, yet extremely effective way to protect your business. A well- designed system will: Illuminate a security target. Burglars and vandals simply don't like light, preferring the cover of darkness for their dirty work. Create a psychological barrier. Alarms can frighten would -be intruders away once they've reached your building. Security lighting discourages them from even coming near in the first place. Provide people with a legitimate sense of security. Lighting protects not only you, but employees and customers. Help security people and police identify and "capture criminals. Well- designed security lighting will help you meet these basic security objectives along with those that may be unique to your business. 9 Landscaping: Plant materials should be placed and maintained so to provide visibility and prohibit hiding places for unauthorized people around ground level door and window areas Sticker shrubs may discourage crime activities. Low shrubs and umbrella trees (where the canopy is maintained above five (5) feet from the ground) will allow surveillance opportunities, hence reducing the potential for criminal behavior. Checklist prepared by T. Kilburg 433 -1823 7/7/93 E-APPLICAAN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO: MEETING DATE: 11- 6.1 'fO PROJECT: %901,644)(P146/ 60.L I TIME:o��,) SITE ADDRESS: A. . Tetot# ln con eintsOre -b eed o» a piilmI na ireyiew; Additlonal info rmat)oilmay be ieeded 5 Otherr requkements' regu /attonsmay:neediobe:met.;,. PLANNING DIVISION -- Land Use Information 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) 2. Obtain the following land use permits /approvals: ( ) B• oundary Line Adjustment () Rezone (_) B• uilding Site Improvement Plan (^) Shoreline Management Permit P4); tr•k. 95 ( ) Comprehensive Plan Amendment ri Shoreline Management Permit Rev. ��) Conditional Use Permit [) Short Subdivision ...r�Iif ite) .9 - �� D• esign Review �.���w�� Sign(s) �° pwp (--) D• esign Review - Interurban [ ) Subdivision ( ) Environmental (SEPA) L_J Unclassified Use (_.) Planned Mixed Use Development C-1 Variance ci Planned Residential Development [) Other: 3. Zoning designation: Site located in sensitive area? L1 Yes No kM /Vij 4. Minimum setbac requirements: r Side: Side: Rear: 5. Maximum Building Height:_._ L ____ Height exception area? Yes,1 No 6. i 7. Minimum parking stalls required: a9- Handicap stalls required: No more than 30% of required parking stalls may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. 8. Minimum landscaping required: Front:15-11) Side: J' Side: Rear: 9. Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). 10. Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. 12. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. 13. C °�. +7 L.= 14. 15. 7ek_ ? faL, 27 Se. eEt7D 16. 17..M IEJ ifizVLb 1 OpJo JEST' 18. h G� d 19. -.i ce. j 3 L2F - C-y -) 20. .__ -_ -:yes om\e ' cf. ose?11.0,) G ,t r, era 114\Q.. \Itt71 0r� c z� CA-8E2- �-7` Checklist prepared by (staff)• /1/-- r PRE - APPLICATION CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NOd ec15- 0)0 PROJECT: 'PernOde / MEETING DATE:- Q '9 3 TIME:d . 5 SITE ADDRESS: )k-). av r C S PUBLIC W O RKS D EPA R TMEN T ,,. .., The following. comments are based oma preliminary, review.: Additianal informatloo iayba'�1ieeded., ;Other.requlfements /regulatio ,7s may need to be met' ,/ 1. Apply for and obtain the following permits /approvals through the City's Permit Center: (?) Channelization /Striping /Signing C ) Li Sewer Main Extension (private) (1) Curb Cut /Access /Sidewalk(s6''EA0.i7) [ ) Sewer Main Extension (public) ( ) `-x - (•J Storm Drainage • ivo. 2o> CZ Fire loop /Hydrant (main to vault) g% ( ) Water Main Extension (private) �--� Flood Zone Control(zonV' X) ( ) Water Main Extension (public) C2) Hauling (2.000 Bond. Cert. Ins.) -ver (.2i Water Meter (exempt)('P m'AVRrion/,f) ( ) Landscape Irrigations. No. /9) (---) Water Meter (permanent)(' C'y� '� �XisTmv (-� Moving an Oversized Load () Water Meter (temporary) (-= Sanitary Side Sewer c."4;:./..7A/1.1f,7-,,;(9)E1 Other: z /D 4474-8 nq (.sue-ND. Z) . Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). 3. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 4. Water and sewer assessments may apply and will be determined during the utility plan review process. WI5. Provide sidewalks per Ordinance Nos. 1158, 1217 and 1233, or obtain waiver. (si. r7) 6. Provide Hydrological- Geotechnical analysis. cif rd � /u�cr� 7. Provide erosion control plan as part of -ermit application. 111 8. Identify building elevation above 100 year flood elevation per FIRM maps recognized benchmarks). Yi9, Provide traffic analysis /trip generation study for: ..2:c ie ",ems .. -, x/24 r-t-. te. e;) er//0,5,7 10. Provide developers agreement for: /0/, ,, /-f e e ry,. , r L . t/z ;� 4 f "l11. Provide th following easements and maintenance agreements: Fo n 9 g many z,f; Z. :dicsTckis'i'`. 27 J,-a /)rt 1 c /. 4 .ter !y/ // :J:r 12. Provide,water /sewer availability letters, or certificates from districts serving your development. %fi.kW' /..7 144 "re- ..1 )ce 4,14**14'e ' :°i/,, "C 030`;...�r. 13. Obtain METRO Waste Discharge permit or approval 684- 2300). 14. Complete frcf and return to ME RO (self addressed and stamp provided). 15. Review the following City studies when designing your project and preparing your plan submittal: se NGVD datum LJ vl 16. CA,P4/.7e /za.4,,an Ls c•vren //i - • 4 , c - / ,0,7 ,En r- Brian 5- hc/ion /�� S /,4'; ►4a/,4r core /ryi-,,- rd. /pn f 1P,� : S.i/cvVJ /.lr k'� // y+ry /o.l ' ace," e4, /P7.r e, 4 cap/.e iy`r/v/r iti'., I`/ i 17. s,.,,, r J - ,i .-c e yc�r.,,le J y y 18. ,,/! tr�vr di ec,< e.)/Ka .zc.re Mc C'.'.y trieowr ✓�Y.r' f6e <4rre ,.- rid?$. ' /r /d ")2. f, /.,,,c1; �s rv4:ch ..� �.eeeiu i/C F7119. r M /ace-- //� .o" 4:x-1[. li,.:,`, : ^v, .1/� 775e CVY ee7COLdrife-44 430 Se. 4.4, ,/i'r.,r7', .4efie Wit ".6ivsrr.�/e„� i,,. />e/e ..1f ?ix'J�i- ,:.ve. esech- s'inJ 20. ,./,.,„.0..,,,:,-,,./..,,,, ! /.,� /he ell.. ..r_ i �l:%> hem /24^e-e/ ed ,,rte ..?, : 1•.. Y/- , "e :,/ .`/'✓.!%O/7( l/ "0 / , Checklist prepared by (staff): tl.� 7 t'�. !."' -•j'' Datef�% P lt,/ile /_r. Di -rerfr ' ✓ :'.J ea e' i?or�/i d- 'cii' wi // /9ccc/ �u ;fG nc %x.,,r`c41! j/Gr /yr or �i�.fS'.� //�d�6/2 . /1'441 ,era-re ; foirfro‘e f�.� -°e'�^ E i-, /ooi4er ,)ny Sfor°iw'a CGe2i7tL '•'cis l a .C4,ene:s' `e.9.rc'") ,F"; .�ro's o�r�r 0/i14•4S V7.91 exerw-ia°e,44' ,sae- -4-)rying dae-.iy /5,1e5 /1iYc4'- tray`s. 2/ ...rte. s'�41 1- f Z`o..�l a/ GXG'✓.izti2,, o/° J' ; '//7" r Ck,;l/ c1M-ceee4.r .4731 9" ; G'A%4:.7Y./di" - .1"/ i /> ,: c, /4 ; "74' /i.7 /'te /7, 1• () I 11 11,40-* 0 ••• ' • , , . it 5,3 C012.13 .J1 Arr.ove, LAMPNck 44. 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'ANS. 611 - 'got: 2.-J4 L724441-16A. Ne,r/ 0, Go" .EA • E,N1:). ,M,19 134f-A Co 8E040 avt-. 17L-r: -ts44 rdootr* /ax I VI: ee 40 rowr Est/ Deft ,o• *1,1*.tifloN vv/ 2,- -/ait 13 .01* 4, Zwil V EA CD 1 4)R- 441A-16Itt4glitoN r--4,t)P rne,44. r. 5,4% P.Aerrsdri °TAIL, A 1.4 0,01.914•Ac/!... /r u: cow( Tot NATO+ eiox.40 r,P.:914,1 4 Loe,A1101-15 ,t41 4,1wP, 'Ty • 3531 Bagley Avenue North Seattle, Washington 98103 206 / 547-4192 FAX / 632-3682 R eVi 5 id.,t15:itzfeAtiea 100,14,7 totes_ Ata _ftvA ,;L412,fidf fr‘l SIVALLAM,S. • • c20U-TH 2L1L-1711.--Icl ii1_ A'1 4!$, e,A51 • • -ru le-vt t 1.A, rAAvepHit71(lrc,14 Owner Appeclval: SEPARATE PERMIT RE IRED FOR: CHANICAL LECTRICAL roie ME3IXO GAS rIPING CITY OF TUKWILA BUILDING DIVISION NA4 4oPe. 'Pr/. 12-111i e)" pg-EP \e4/ PTA 1 /2- " 1 N9 Eix t4er. w 110 F-E,VIA 1 NI I II x- 441*: .."411?-1.1 PEP 41.7Lft arivatsrC• ovr&v.- Pr me1-1- H,411.- to'it9A041„ MAx. MtwslitiAt 10-11..4.1*1 eff-1„ .1-401-(q- v MEWS 1614 ti1 p 1:2 1,13...Ag.. Teo I.4.4tAL.L.,- 1A1-11SH eigogIst,e0 €) A 1 CITY OFTI/WIIA APPROVED • • • MAR I *V • - r; REVISIONS NO CHANGES SHALL BE MADE TO • THE SCOPE OF WORK WITHOUT PFII0F1 APPROVAL OF TUKWILA BUILDING DIVISION. HE.-vv ex. t.ivi,.vre.4012. POTN:DIVAISIONSLJWIL,I. REQUIRE A NEW PLAN SUSIWITAL Y INCL DE ADDITIONAL PLAN REVIEW FEES. .0 OUL$NG Miegit1,t4 v14,41-4.-5 w.41.-L fy -r40 S4, ZA A1 1-11?* d, e»� Ake. 1/4-4/ site 4ips scc, 0-1 4 1-1XPA4E, M NTE.33 INeA p )'P' 4. ve"A,N 5-1-0011,114,11Ndi 0,40,011,-45, 4-4/4t.41400AP AeGe.,6,:5 ?LAI NTINI61 12,e4A• tr. • • I .• C) (2) 1..• PLAN v tor fe..0 rti$ ' LAH N,61 1 110/ottii' P".640 el; 1. tioi4- OLAF, se.•• WA+, 1-tr-f,i0 • , -'-, • - - • " ' ) FILE COPY" unOlorr.tand FInn subjer..t t3 pIan e.oz3 not authorize tho adopted cad° or ordinance. Receipt or contractor's copy of appnwed plane acknowledged, rizete4.1,14;0 - : .• • •••.•••■••••■■••• •,11••••• /•••• , • : ' -`13 " ' • 1111111111111111111111111111111111111111111111ji .tI.I.Il I 1,1 114 111111 0 10 THS INCH 1 2 s.**,y~w,...1*.o.t~osstaket*150-144,0eausso I 1 t-F.;_siel 14.1 ti't---'fff L4r4,1,14Att-Irelil'i07.41Arrt 41*.:4412.Letopy -9 I 8. ---- I-- ?WWI De e*Ctut 14 1 trit COMMATIMAL *it/SOL ecActerais , ArT t4Ohit) OF -61kM1 elk FOSS 490/1.410 6 '65%**1 te4Atik es .),,-.4,1....!2..1,___ at1/41 Vlsrog og tow. otw 5t4A4LL la Looms* 5 -rb 6 1 , 1 , .. flisr Agooe P49v.404 eAve, * doc* opek.ttucis orb itoe. vitorecret, vi 04 04.441:41t. VATeD e& MSSMigli tifki4 • *OW ezawee . LIMINiikrE.47 (4,1dT144, - ' • 4 uarY OF' A/1(MA MAR 1 104 %War CENTER - . , • • ,,"•••••• 41-4"• • • :.c •-• • • . . 11 11 4,11414111 1 1.14,4111111111,1!1;11111111 IIIIIIIi1111111111111 11 mAntiNekmAANY 12 5 .6 7 8 9 ' 10 NOTE: If the microfilmed document is less clear than this • ! 1 , i . notice, it is due to the quality of Vz.. ? 06 6Z se Li.: 9Z 9Z. cie az le 0 e 61 91 .. '',.:.,...'-'',;.•''.'":.;.':.•". -:,..:::.".:,;,..:.".;•','...,:,..:,;;';','!-.,:i.'?:.',:,;"-:;:::..•'41.'Cik,a.:Z.V:;:*:•'''.."'nen'4=1;tin:>;r4;::k,1:.;"...-1::::';;."-4,i;'''.1-''':. . IlittlIIII111111011111111111111111.1!1,11.1ffilliffilliIIIIT OilkUltildqiiii I tillii111114411,0111d104(1114 - „ .. .... .. the vrigi nal document.. LI. 91 91 Est at II 01, 6 9 Iiiii1111 I nil 1.111111,1114111.1111111111111111,1,1111d411111111 • G i C 1_1,1111.1;11,1,111J!:111,1.1.!1.1,11),11.11,11,,I1,1111111itl,l,1111,1111111.111 - 1 OW ■■••••••, • BOIIMINO DIVISION NOTES 1 THE SCOPE OF WORK PROPOSED UNDER. THIS BUILDING PERMIT DOES NOT INCLUDE THE INSTALLATION .OF A REQUIRED ONE HOUR FIRE RESISTIVE CEILING ASSEMBLY. ,CONSEQUENTLY, FINAL ' .INSPECTION -APPROVAL AND CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THIS WORK IS COMPLETED. 2 . A SEPARATE PERMIT APPLICATION WILL BE REQUIRED FOR THE. TENANT IMPROVEligNT REQU/RP TO • COMPLETE THE CEILING SYSTEM AND INSTALL LIGHTING. APPLICATiON' TO INCLUDE DETAILED LISTED 'CEILING ASSEMBLY WHIC40)ESCRIBES THE METHOD Or /NSTALLATION OF THE RATED CEILING ASSEMBLY IN ADDITICi; A LIGHPING PLAN SHOWING comp's.,IANcp WITH THE ENERGY LIGHTING BUDGET REQUIREMENTS OF THE WASHINGTON STATE ENERGY CODE WILL 13E REQUIR!.."'D. , . 3. SPECIAL INSPECTION BY .1N APPROVED TESTING LABORATORY IS REQUIRED FGR ALL STRUCTURAL, WELDING. WELDING SHALL BE DONE BY A CERTIFIED WELDER. 4. EXIT ILLUMINATION AT RETAIL SALES FLOOR MUST BE SERVED BY AN EMERGENCY SOURCE OF POWER. EMERGENCY SOURCE ,OF POWER IL BE SUPPLIED FROM STORAGE BATTERIES OR AN ON SITE GENERATOR. SET 'AND SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE ELECTRICAL CODE. 5. PROPOSED MECHANICAL EQ!JIPMENT.SCREENING SHALL BE CONSTRUCTED OF NON COMBUSTIBLE MATERIALS WHEN HEIGHT ABOVE ROOF SURFACE EXCEEDS 4-.FEET. 1113C sec. 3601 ( d) , 4 . ' SUBMIT ALTERNATE CONSTRUCTION DETAILS FOR APPROVAL PRIOR TO PROCEEDING WITH REQUIRED SCREENING CONSTRUCTION. THE MEDICI GROUP INC. 3531 Bagley Avenue North. Seattle, Washington 98103 206 / 597-4192 FAX / 632-3682 MIIIMM1111•111•111.111111i00/1111•10a aLVEA (AL') E7U11,PIH(..1 PAR1c- eeW' 71.114.1.44,A , klAte?1-111-4(1101.1 Qom Checked By: OsynerApEns.val: PROJECT DIRECTORY TENANT: DESIGNER: LANDLORD: BUILDING DEPT.: STRUCTURAL ENGINEER: MECHANICAL AND ELECTRICAL ENGINEERS: !„, CIVIL ENGINEERS AND LAND SURVEYORS: Kinkos Copy Center PROJECT LOCATION PROJECT DATA The Medici Group 3531 Bagley Avenue North Seattle, WA 98103 Ph.: (206) 547-4192 Fax: (206) 632-3682 Contact: Emily Buchwalter Crim Investments Inc. P.O. Box 30182 Seattle, WA 98103 0182 Ph.: (206) 223-1820 Fax: (206) 447-0734 City of Tukwila 6300 Southcenter 1314. Tukwila, WA 98188 Ph.: (206) 431-3670 Contact: Denni Shefrin J. Clark Johnson 1418 112th Avenue NE Bellevue, WA 98004 Ph.: (206) 454.7137 Fax: (206) 637-2949 Abacus Consultants, PS 401 2nd Avenue South Seattle, WA 98104 Ph.: (206) 583-0200 Fax: (206) 5834826 Contact: Paul Robison 2 PROJECT NAME: PROJECT DESCRIPTION: PROJECT LOCATION: Kinkos Copy Center Copy Center with Storage and Office Space 112 Andover Park East Tukwila, WA 98188 LEGAL DESCRIPTION: The south 28.00 feet of tract 4, and the north 200.00 feet of tract 5 of the plat of Andover Industrial Park No. 1 022300-0045 CM No. 1 . Type V 1HR 1991 Uniform Building, Mechanical, Electrical Plumbing Code PARCEL NUMBER: ZONING: FIRE ZONE: CONSTRUCTION TYPE: APPLICABLE CODES: LOT SUE: OCCUPANCY: !3.2 OCCUPANCY CALCULATIOT-f Front Area: Retail- Bak Area: Storage- 48,602.19 S.F. Bush, Reed & Hitchings, Inc. 2009 Minor Avenue East Seattle, WA 98102 Ph.: (206) 323-4144 Fax: (206) 323-7135 Contact: Jeff McManus M. :9 30 Je occupants 8,Z.01 7300 .... occupants SEPA ?ATE PER IT AND APPR VAL REQU ED LANDSCAPE ARCHITECT: Craig Lewis 12610 NE 104th lizeet Kirkland, WA Ph.: (206) 8284370 TRANSPORTATION Transportation Planning 8c Engineering, Inc. ENGINEER: 2201 112th Avenue NE, Suite 110 Bellevue, WA 98004 Ph.: (206) 455.5320 Fax.: (206) 453-7180 Contact: Dave Eager , • •;.", • " Vi ' . uigt.01.40. •p.4- :4` Willi W1111111111 Pill I I Iij 1 it IJijI ill(1414 41.,41111111111111111111111111111111111111111111 0 "4"4" 1 2 4 5 7 9 10 11' Wat 4"E"Atti 12. NOTE: If the microfilmed document is less clear than this INDEX OF DRAWINGS T Title Sheet, General Notes A-1 Site Plan A-2 Floor Plan A-3 Exterior Elevations A-4 Building and Wall Sections A-5 Room,Window and Door Scheduleb Pfel4oLaT14211 S-1 Foundation and Floor Framing Plan S-2 Roof Framing Plan and Shear Walls S-3 Structural Notes PCV01.6, -4 PrAI M-1 HVAC Systems M-2 Plumbing Systems M-3 Mechanical Notes E-1 Electrical Systems E-2 Electrical Notes L.1 Landscape Plan 1.1 Property Survey SEPARATE PERMIT REQUIRED Ir.t7,7- ffrECHAN:C.:... Clawtr.j9TFI!C,,i. gi{UMBING 0 GAS PIPING are OF TUKWILA BUILDING DIVISION POLE Copy understand that the Plan Check opproval.3 cre subject to errors and omissions and approw.1 of plans does not authorize the violation of any adopted code or Onelefalie, Recept al contratotoes copy pion — Pewit No. eic 6Z se 4Z 9Z se tz 'ce 11!:!(l • ZZ OZ 61 91 9l St VI tuilnullothalljthuillothwigghp notice, it is due to the quality of th.e. 11101146014,11!1[11141414,4,101_ £t Zt LI OL 6 8 S h 1 V.01 0 • • • , UD I 111 missior CM OF TIIKWILA APPROVED DEC(' 1993 f7)l;'', ......0...1.1,/.1■•■••••••■•••••••• IS 1.40 4[54111VISiON V16/0.5 4812 REGISTERED ARCH TEM' JO" UNDA k PAAWN STATE OF WASHINGTON -TITLE SH557 atiotivto Gay OF TUKWILA ac 03 slut 4staeR , PiteLisiLGILKL,11, WY- (.4,01V- 41'°r rv5 ',GAT l 5 1 ( 124571) _ q, r-- • 1 1- 1 1 �' r. ,.�;� •-loAk P 1 1 1 11 Pl. � "l� 1 I-�sfV'T i te Q. 41 ti mis -I- G.11 l-14, t 1 `f/rx1T t.-1/ Ne, eisst,ic ex4T5 C 1:7, ' A I. %'21101'4ri, �! 1 Ir4 - *ITT 4PS• =, w/ fax t WHZE L. 'ro : XrRIJpE..'p G u F&-to, "l"Y#. • .. EX 1 *-r s.1- Di. -tvl / 40: sivP1"1,41,14- 144c 14P12-14") X1 TIH63- 5v1A4.• rL44(HTlHGi- �'r1 ,;H't2t V) r ? * r rr it .28' -N MOVE. 11-v•-• I plTT ' rAINrE,D - TrIPE5 (No P*, KIN di) to �•ic.rt N t- r•* -tel sT0 W !. t5Tlt- s 2F05,11-1,641.0. P12-Amr-1s r ®t l`' t'4 . 2. i it-4Cfi ""4pf1. I.T I t-1 . rAN -IH r ¥DIVE A- s . Tn 15e rA-T r, t- 12- iAll 14517 1-1.1-12-6 'p. IN II I Ye T4410- A4f 4 L-r " r o > T ©. i I4 �T ,L-L P 47v • i AVIr I °. tY C+1 r?A'plt -i T5-C 19 tt-c'AS 71P. . 4'. ALA, c4 t-1 ?°- ' arJ� ids , cwt #� .T'' cat 4 re-r1 T . ICI A CV'kT v, ,RA. Re, 4091255 . IINWJ1E (4) 61 tE' f ° , , �` � ►1. %,�.,�1,_..�' , I .�':1., � .. .3. {xr`i' . . " "'-Aa lz1' ,.,.y` ..✓i.".;'�rI � . .�b.0 "J l.}� -FJ re,L, M M aei tA . i, 1 Tr C 'F : ;',1".12-3/1(14947 arc F I hi u T iA' B,Zc:l (-Ssf I - %iA''6r4f rAj t-4G1. Ulf P I.> o (' i 4 ) 12 *I 1-i r 'r v I p j %/221-• ;� -�' (5 c 4rA -) l-4r ll x 'M - o4*tCf M 1 -I 2t.L #ll , 144ll �I z1 8.2l �s 741?-5A. \.I%' cc, o I • • /f ■h ,fa.a% >. -.c. d. M. ]" wL°'., , r. ✓. . ,i . ..a ' .. �.:.t .. 4Z II II1IIII111111111111111+ 11111111111111111111111 /.11I1I.Il1114 f4/3 4 0 M THS INC Ii 1 2 TAT A 50.51 1,800 lb* •-••\ 1012.P.plomond elate Intlp.otlon f,',bv*t 277 -P Dlarnand Plat* Cwsr Flow °Iffuber 8Efflo .In>cl iton Ei Semp h Teo (by 074bl) p1 Hotelour 5418* Vault No. toy -s8 --y 5,750 Ibs. arii8ludpe flIteiner Wyk ,V -0" 8" fI MIA each end ?Or Inldt & ctittat UI ;vslATER. 2"[;PAKA-F(9!Z GENERAL, NOTES 1. The general conditions of 1.11-e contract for construction, AIA Document A201,. l most current edition is a part of these documents as if found health. 2. Contractor to verify all conditions and dimensions on the job and notify architect and owner for resolution of all discrepancies prior to construction. 3. Do not scale drawings. . 4. The contractor shall coordinate all portions of the work as described in the contract docwnents and specifications. 5. All Work is to be perforated in strict compliance with local, state and federal codes and ordinances. 1411 work must comply with the cttrrent federal A.D.A regulations. 6. Contractor to protect and retain all existing conditions noted to remain Including but not limited to 'areas of structural change. 7. Contractor shall patch and repair to match any existing walls , floors, ceilings, or other surface which may be disturbed during the installation of any new architectural, electrical, or mechanical work. 8. Contractor shall submit a minimumiof three (3) of each material sample , manufacturers literature, shop drawings, etc. to the architect for review. The architect will retain one (1) copy of each submittal and return two 4 (2)submittals each with a stamp of approval to the contractor. 9. Plans for all fixed fire protection equipment , such as standpipes, sprinkler systems and fire alarm systems rnust be submitted to and approved by the lire Marshall before this equipment is installed. 10. Contractor to keep one set of plans to note and document all changes during construction. 'Ibis documented set should be a part of thecontractor's cIose- out package. �.ji 1, ij1 it 1.411IIII'IIIIIIIIII IIIII�llI IIII II IIIII 9 t 10 11 MAN 440ERM ' 12., NOTE: If the aaicrofiilaed document is Less clear than this notice, it is due to the quality of the original document. 0ID 62 Be LZ 9z 52 *iZ C2 22 lZ OZ 61, el I111111HriblIl ni111111I !IIIIIIIIIIIIIIIIIIIIIIIIIL IIIIIIIIIIIIRi `'Alt 1411111104 41101 11,1l 1111119 $1 5l hl E:1 Zt ll ( I 6 I !! 9 5 h £I Z t •,w 0 III1III1j '(!� I IIII)� I,1fi. It !,Iiilll'lil�!!Illilli�llllilij l�ii� 1111 {1'ISI 111! III {!III!ll! III! Ili► li�llllll !II�1111II!II�l1lIIIIII�II11111 i�Illi� • CITY OF TUKWILA APPROVED 199: PI!!! D!I■G Di\'IStON RECEIVED CITY OF TUKWILA DEC 2 8 1993 PERMIT CENTER AEDICI GROUP INC. 3531 Bagley Avenue North Seattle, Washington 98103 206 / 547 -4192 FAX / 632 -3682 Revision I�AittMP_;{ ° + ( (M!3 4 -1 I i ; ;c:, • 94) '2001 rest t '1 f2An%r t g, H. ea. r •to e. s . H CIE H I I.:- ' U I 121 t 11Z At-419.0 . FAR r T -TO ;1,411....4. �i� 1. t . - 0414 -14 09(w .w 1 r-- ta-NP- y'' ,d 1 ' I 1 -rpos,i r... .., . _ , .a:• r r r �iy., a s ' �.Ma.•, J:, c'}....�: FlY.,. F`�.'r ti � K _.'*�r!`;:{rrS9 6kW- -- 2, 7-1 t'\ t+.811►rI+A.ION 1 1 --_ —, --_= �Lt1tliw'�:..ISAI! /��tlsfll w■ r,.>r±!�_ fit _ •>,�!!lwrl•!1..rtsr xl('Ij-�cj•1A'T. AN > I 1 i�',�`�1'r -1/ 14 11 vX'l 1 t. -- H ,, ;z" 1"1s 7v Mpci/ 1 V 1'7 1-1 Thwev a. ev a 4)i • aeG4T Top 1,aaa It» 1012 -p Oleinortd RI6 d InWeotlon cov* , • 2fl-P Diamond Piste Coyle' Flow Olftuser 8erfle �— .IMpiodon '1Nlmpilog Teo (by vtl+ar ?. pI x4J 1, r A4 T ), xl 'lt-16r U1 crH- T rP Cr'r) W Ii EI. Tai', �Pri }: vv/ .� 16,1: ( 4i virolg4 -41,4; 171 I -It PerFLUPEP G t.tPThJ g/Tit izAT PAI N T •1 o1IP1r$ &Na/ x1c1I I,J tr Vort4 H-al/• - s*-11214I I415T& 0.1 • Moth XI it • Fl 1� T 0"..-4711 M SI2 4L ,,, ..1.. cry TV J1> rr 4®f -s} - x; TiN °.�vl,+�►1. °I, t-i `INc� 97-ii • Pl`2�� X11 1.. x 1 .TI N 4- S of t2FAIHA r3 4 11I Pr-Alt" �'o t 1.H . 411,/1 ° -. 4 PA. T/P it 11- "rr A-eP, • 2. 5(11'It-� er : 'f- HIOleT 1 r-4 r -41N ci- 4- -1 Af .s TP Pte`" P t 1 All -5P WH.t -, )?-6 F P 1 1 Y' Tkie4 -,,• "LT 4P? av 6 be st As ?'p- ��. /14, c?M �t '1' i, F�'s t. ,iip� Tom' Ott r Ti' WA crvti / p , RA . //i /! 4 MDE `emirs. PLA\I .. � ..mss.......- ....... ..w+- ...+.� - ..a..�.....�..- �...- w.•,..+ l N ( L. L T �: r ;3! s�'t�,z.'•- .i'�:i' ,•- ' , ±., t7 x. Ar- '.1�..�"tv r.o2Ser�C: r�'ti { s. ?Y ^.`.��','�z ,.!bY�r ;ir.1 .,., ;.•. IN1,U{.7rtAL, uncap rAtia- t-I or lr vI Camp ;r.r 1t' o riIi'4 Lr s TP< r� Wes'+; ?iar7SX+'R, -' 0 14L ll Si I'M- (P -.I1 , C• . S � n 0 i _'�! I if � 4'15( b pi,( t-1 ell c' 1111111111111111111 111111111111111111111! 11111111 0.11111111i 1,1111 1.1 111-1V 1111 1111 16 THS INCH 1 7 I 11 73 4 5 6 ? S r 1 NOTE; If the microfiliated document i.s less clear tt,atr notice, it is due to the quality of the priginal documert. ZZ tZ O Z 6t el 41 9l Sl bt I 0c 6Z se L 9Z Se '7Z ' 6Z 111111111 II 1111 1111111111 1 I1J11I1i111itiI11111111111111I111111111lN .1 Olt P4etail+er Baffle Vault Np. 460.$9 6,740 lbs. tr-ON Grit/Sludge fteteinor We1r 4• •0'• 8" A hale eiesh end for lolet 4 witlet bl L�l�(ATK � PAI�TOfZ Np �i� ALA GE L NOTES 1. The general conditions of tl contract for construction, AIA most current edition is a part of these documents as if found h 2. Contxaitor to verify all' conditions and dimens %ns on the' job and notify architect and owner for• resolution of all discrepancies j' rior to construction. 3. IO not scale drawings. 4. The contractor shall coordinate all portions of the work as described'in the contract documents and specifications. 1 ent A2O1,. 5. All work is to be performed in strict compliance ‘i4th local, state and federal codes and ordinances. All work must comply with the current federal A.D.A regulations. b. Conntractor to protect and retail ail existting conditions noted to `remain including but not limited to areas of structural change. 7. Cot ctor shall patch and repair to match any existing walls , floors, ceilings, or otherr surface which may be disturbed during the installation of any new ar- chitectural, electrical, or mechanical work.' ' • 8. Contractor "shall submit a.minimum of three (3) of each naterial sample , manufacturers literature, shop drawings, etc. to the architect for review The architect will retain one (1) copy of each submittal and' return two (2)submittaig each with a stamp of approval to the contractor. 9. Hates for all fixed fire protection equipment , such as standpipes, spr=inkler, systems and fire akirm systems must be submitted to and approved by the F$re Marshal before tens equipment is installed. 14. Contractor to lee ot- � re set of platZS to sate ilea docurnern all changes dvtitsg' construction. This documented set should be a part of `the contractor's dose- ' out package, / f3R d4�1Kf:`i C%..-•.. • e'''.utYR'Mra.Ai+Ww;•..4•1•" 24("K. J.Ft�t I I•I• II 4. 1I I111I111I 111 1111111111 I1111111I11111111 9 ; 10 11' W42IN OERHANi 12 4 this . et Zt tl OI. 6 I, � II IIIII1 IIIIIIIIIIIIII111111ltllII1 Ij }II '!111111 1.111111 9 S +1 % Z t caw O III11n 1111111.11 111111611 111I�. 1lIIIIIIIIlIII 111111110I1111111IIIIIII i C,I1 Y OF TUKWI LA 'IPPROVED lE(' ' 1993 , .rr 4 i r i:..�'• 0 DIVISIOP! rza!.:ae.':9�3.i. ,+,. 1- y:. ..,•- f.n•.,i:iv:'uRr.u.,il:..., vra�.,�.s„ -.,. »4.........p.....,.,.., MEDICi GROUP LNC. ti 3531 Bagley Avenue North Seattle, Washington 98103 206 / 547 -4192 FAX / 632 -3682 Revisio q - 7.''7 . `yr . P IriIT r. ,a;' L I I ., z - ..PMt 4(, t.c41 CI N 11.1X, - coi osfta.• ,.; 4 O LJ 11 C l `DTI tom°° F2U 1 I Z A t-1 per{ PAR T Check€$ iyy: l r Owner Approve L: , h RECEIVED CITY OF TUKWILA tic 2 9 plgRMfl CENTER - ltE110v1~- !';xI; -T. It WI1'Pow' �Ni✓ILL 4>PE-•1 N 13- izI✓1'4, L.E.. e.,,c141°Ndor wii.4741,41 CPt"..HlH Aj E-dZ t� ' 1z P XI '5"rIhid 'INPvw W i'rH A 1= u L. L HT. WIt-Ipow 1zSM°1avE- wr. vvALL As -rt'v. N -W 1.,/! 20W IN I51' '✓ALL - P l2+ M N E- 4/ ,F7 N 11-1 - I2- 5.P'1.., E, fAC t 'rt N6 wI'N aaW M' ' H ow tit AN2 v\/ALL.-, 1Z. F L ►'-E. WITH 644,17 ed,I1. -M P''R. 1'"1 e>' wrI I-I G-) W I Iii t7 'VS/ 5 ,4t -1 aPE.t -tUN4, -4 - zx! or'IN.G P"dioF 4114M-E- INc'iGA'i Nr p�.Yvfr � %/E V- 1 A LE- eg -ETA. ria 4TIPPL.E. INPICAT -� 2 R.Yv1 I "r 'v E P l2- HPv 5.12 T I L.E.- AN12 INPIt.Pl...5,17`WIraPt a`�� (CAN P°L.Yvivo2) Ire, 1! Ew'VV 1 +r i w W,4 k 14 Veart,1 Y"' *!. 0 II 41 N Loc #6,1 i 44 {�vloo Pow. . t*13.0- !~ 4. 444314OPY p1 mE • .t 4r-J f • 511.4. ,\ L4 NE w cAPory r� R N-W pooh•... -..�T -a' -7 a $ I V^f E 5 T 1-i Rt5e-u C�i✓Y�ND G{ -1K.3 a w 4f rr a 511 •E wAl-te, rvie- N. 6w At J L7f 'y Ov: gAcK,. Poe *- . t Eul G; NoP'1' ova t- pO -5 p1A 10NAL Tui3 cf� A-r i✓A E1-12 KAY 3 -I,r- acv', I IF 1 i Y t=.o?›✓; -rte., WITH. fiii✓W �=li� PlAeptoNIAI..°rtJt3 -- j t �,.. ,A 1' A - ta � I3AY .P 12 M. G.1„U5 t.1lrE..- 40112-i P41 5.4. I N17 12- _ /41lx 8 II LAI 701 1 ;3LoLK -I N� �.Y � I • I.Aty PP+r ri e`oI1 HI \MAVii•- • Vat • C.71-11.11f i'gt , L : I-�4IN I t4 4 ',V/ 41.-A115.. paeig - e-Ta. . - ' V44 L. Ld - 17e7 -r.5 : r''r A L.l 6TN \rcl/ X31. - E. CIA+ • •401t4 CITY OF MOO O APPROVED DEC 1993 I -E-$4o e„,a I r. 'ew ai-Yv i r vv \,/,/rw P®W I .,PUlM 0.1-4. A e 1,IaP'1 ovE-1 l..0�tp11�l NI 1 \ G H 4, VC.. - R.Acef' -• 12 q47 44- titaz.:4 viA LL roe- PLO-04004r �_ -- J min )IN'G DIVISION -�- � F-I/10EP t,14L a !~ N 7" F•I9 EXA L N.PPY ON. RA1-e1Et. I r sf A 12." 4, PTet P 1,13tra rail 0re T Gliitzwitg + tam`I/ Il 1 tl Pig e . t ,t'- . t7 a T4 PAY !/2_11 fr. II.. 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Checked By: ee, Owner Approval: .4 • 1.1 `J I Efv4/ / i = 11,011 NSW 1t-I ET) 11 L I e.e.'ti!1 L,4 GrA1 rY PIJ 1 II T oY1...1 ME g'-ooc. a" p . K, 44.05, uF. --- ``4I4, Tr?~ NE.W 5nwqrr D44. i3L1• 1 A? t 419 6. ITs E.W r4.».60PiN 40e,■I 6t14, rev eAr km, e.-0.41` (Se. $11.160 ZIN P.~r. tro4.40 > e- • v4/610" vg,11VLY /Q P..fir;`- f : 141j . .t` HAIR-- 1 ' r L0I i t4-61'-‘ Ec1'.;■11, t,OQ Ie, Pt •OON/6f ' x I*'r. -Ct t-E t - E-H.TIP_ WAL1 rAgyArcr, : W, Iar " e141p, „ cal --. 44.1 EA?. NA/A to L- 14 i 911 -evir avIsrtt4 31.3761 : ?AMR.. " ? 'f,MPED WALL. 2 1 le? .4•P rA i AP r N w , -, .-rL I14, w w e•5 �.rr.. o r= r W tr+.4 i'1.J DE. �`r L• ;t &/ w xre61.. -- 1 0 WA f3E.H11 -42 13A4.5- ri r4 *T sA4E PIE(, 44 . epos M©rT N i.°404 Ntorif NE 1 LINE e"? IppPA> PAW- 5erreW i4Airsz. 4-I •Tsa Igwen 1.4 pI. -i.t47 $2 iwAllwrik Poo R. 12.-1 BAIT I H . NSW 4 FAH I'I :- M'I UiL IH .. -i°IOhl A -A I /&I N' Y/ 44N-6. 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ErPdlEortearc*;( MIEM doI1 NEW h1. LAS V.X1417 AaX14. Li Ng) i1-.1• :r.-1.1.: Pro se 1.5 VEL. rt'�t fir: • , 44_00.3 6 �! ! ti;;: E.->O r: FIN. :1 ti,-. i (_ M 1 - F LA4 Hi t..161 ra rgarcer WD°C$ f p l'M I N(51 r- r gloN . aE-45.E.1, E.A IT' II It1i I /�„ lI r 11-404 • f,, ;'7.1 iy'7i. tr .k✓ 1 ✓,r' GS . vti'W.', ,� 4.1st •rr cx> • 1/4 ;I fCz) 0.IIx2" LA w/ .1'T R G u'f' 1F/ /SHp4. THE MEDICI GROUP INC. 3531 Bagley Avenue North Seattle, Washington 93103 206 / 547 -4192 FAX / 632 -3682 Revisions et V2 h3 r 11- q Pri~iIG11Ntest W4LI" • Drawr: EOM- By: 07., Owner Approval: a7./ 1 14as -t? IM1•I . Z'I1.- 1 1431I 1-1.115 `)dg IA 7111 -L1 5 erI ?1,4 111= 1!11 Q5-\, /. Ar 1-r 1-Dr 'utE. 4v P ex I A PAL-`r 14.II y L. aII IIIIIIIIIIII IIIIIIIII111I1111111111111III1I !IIJ till 1111.1 .;. 11 fill lilt `lI 1 li 1111 ?fir3 I 4 15 6 7 8 e' { 0 16 714S INCH 1 2 4 . I I I I I I I I I I I I II I I I I I I 9 ; 16 NOTE: If the microfilmed document is .Less clear than this ( 1 notice, it is due to toe quality of the original document. OE 6Z ee GZ 9? GZ *7Z CZ ZZ lZ OZ 61 8t Gl IIIIIIIIIlfllllllU!1 111111! IIIIIiIIIIIIIIinLIII�IIi1111n1�III11E�lUfultiplil uIli!I!I 11,4.11J,11 Iu�. illll II 9l St tl £l Zl ll Q(. 6 t�nlliri ll �iil! 1 �u 111Ii 11111411ii,,1)llii)111 II usull ji II i S € Zl WW 0 iIIl li IIIII1I; IlIIIII1iIi1IIIlllliliIIIIIIiIIlillllili 'llll!IIIIIIIIIIIIIIUl CITY of TUKWIIA APPROVED DE 8 1993 D NG DIVISION .1� r 4 4 4/144 :41144 14':4; -,",=,,,•%47.•-•'.4TX,7/12X;r+fg.)n•C.::!?•:f7...$/,'Sg-tIW:/, ++, • 41, 'or 1 4. Sariltattop Sec. 510. (a) Water Closet Rootn Separation. A. rooral.in which a water cloSet is loc;atec.1 shall be separated frOM food preparation or storage rooms by a tight-fit- ting door. Floors and Walls in Water Closet Compartment and Showers. 1. Floors. In other than dwelling units, toilet room floors shall have a smooth, hard 'ndriabsorbent surface such as poilland cemerit, concrete, cerarrtiC the or other ap- proved Material which ektetids upward onto the walls at least 5 inches. 2. Walls. Walls Within 2 fe,..,t of the front and sides of urinals and water closets ?, shall have a smooth, hard nonabsorbent surface of portland cement, CdriCtete, cc ,. . ramie tile or other sinooth, hardnoriabsorhent sitiface to a height of 4 feet, and ex- cep't for structural eleirients,-`the Materials used in such walls Shall be of a type which is not adversely affected by inoishire. See Section 47 12 forotherliiiiitations. EXCEPTIONS: 1. Dwelling units and guest rooms. 2. Toilet rooms which are not accessible to the public and Which have not more than one water closet. • " In all dccupancies, accessories such as grab bat, ;idwel bars, paper dispensers and soatidishes, provided on or within walls, shall be instilled and sealed to protect structural elements from inoistbre. A t ( 11-7i7rmi t.1) A-L-04 W / og.1,511,11e-, g NAL SLEVATIeP14 1/-a.-11 co " „ • r SEAT, COVER DISPENSER WAINSCOT TYP. ( 4 ) WALLS W/ 1 ---- CAP MOULDING GRAB BAR 3"•01" L 1 -62: Pr' Ler I-••• -J F2§ f EXISTING BUILDING LID MEW mg.gjicAt. .....___ '*•riLes-T Tii..X.. 1 tiK. • \ I .1,4,-_14 c.... , . v ATTACH 45' ANGLED STUDS .10 WALL AND TO STRUCTIJRE ABOVE. 6s-O" O.C. MIN. TyPICAL c:ONSTINCTION:(1 HR ASSEMBLY) 1,2:444 e 16" D.C. TO BUILDING L ID W/V TYPE 1)(11 GWB BOTH SIDES, SEALED TO BUILDING LID. CONNECT W/ ORYWALI SCREWS 12" 0.C. 11 IN*L.ILATIoN 100.1%-• 6,4,0'417 - t3 1,11,0H 17.t...Arf E..1 ..bo Ovr eviz- LYIP 13 ev--14. 1 t..1 -EXISTING FLOOR ••■•01•••111.1111.•••■.■•■• rAg--ri-noN WALL ( le)11,4,2,-4" mir-zape. 4 1.4 K. 12-Arre-P) .6t AL.tegif-4 ---11 \.stA15. t _ _ __.34. fArEtz.. -rowel, •/4) .5.35 BRAD tkiJoii02, 9 12- 1.4.1-1E,t7 A1.4,4 tit _ 1,4114,. _119 _.4..ov CRAB BAR- 1211;171-1-4too CAP MOULDING • EB BRADLEY # U99 02 BRUSHED ALUM. 1 • 1- 1F7,4,11,crr3 pAtit.4-r' WAINSCOT TYP. (4 WALLS , --O ) 3L0" TO' ET PAPER DISPENSER 1 . VAR I E s , • LET' t9N. 7 6te cetDE RENT: 47W-746P 17#5 ttmgg • 1 Ncrrf...4 A L.L.. X141 A1' , 'T2 davE.17 THi e.sewnzeiser flew FAINT, 6,6‘RPE--re, 4 wi4E47-E., *44crre2 LI 3 SE.g. e-ov * •/e:r A- Nal' 14 1:7E.17 N Th4 .91..rrIaACT: HAP.14. 1•1 ( aIrs. a1 (PA Y1F-• 3'"7!..a1 911 .Firi( iLa :1 )c. 7 to IV- 0" a Loll .5L‘PH t-RYPAIg) A ,-.451rx 1.1,0, 11 Pao?, 56 HE-PLILE. TyPE, KATE P-1 0A PI 1-45 H A L.L1M. 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C W S SHALL BE us44p IN CONJUNCTION WITH. ARCHITECT RAL DRAWINGS FOR BIDDI G AND CONSTRUCTION. CONTRACTOR ` SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3. o C.. SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER ALL DIMENSIONS OF EXISTINGRCONSTRUCTTXONNSHOWN ANY AND ON T.NE DRAIFIGD.ARE INTENDED AS GUIDELINES ONLY AND MUST SE 4. DEMOLITION:'., CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMcTJTTION. SHORING AND BRACING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. 5. EESEESEAEMSE FOR GLUED LAMINATED MEMBERS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 6. mum SHALL ATTAIN A 28 DAY STRENGTH OF f' O = 2,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD NOR MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT. 1 ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO U.B.C. STANDARD 26 -9. THE AMOUNT SHALL BE 4% + 1% BY VOLUME. 7. REINFORCING_ .SST L SHALL CONFORM TO ASTM A615 -76A, GRADE 40, fy E 40,000 PSI. 1 WELDED WIRE MESH SHALL CONFORM TO.ASTM A -1$5. WOO__.D F 0 N.21 a CNIhUJM _Nnrt; -•rNG REOrisnr IENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 25 -.Q OF THE UNIFORM BUILDING CODE. 2. AT SAWN TIMBER JO ST. AREAS; PROVIDE SOLID BLOCKING AT BEARING POINTS. ROV I DE DOUBLE JOISTS ` UNL ER' ALL PARTITIONS. PRO DE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED OTHERWISE. SA DE PRO YDEDOUBLE JOIST HEADERS AND DOUBLE JOISTS EACH SIDE OF ALL OPENINGS'IN FLOORS AND ROOFS UNLESS DETAILED OTHERWISE. COORDINATE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS., 4. PROS TWO 2 X 10 HEADERS OAR AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILED OTHERWISE: 5. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS THROUGH FLOORS TO SUPPORTS BELOW. 6. PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGHT OF ALL STD WALLS' OVER 8' IN HEIGHT. . fin.. 7. TOENAIL JOISTS TO SUPPORTS WITH 2 16d EN . NAILS. ATTACH ALL BEAMS AT THE ROOF EXCEEDING 80--0" IN LENGTH TO SUPPORTS WITH SI4PSON ST 292 STRAP EACH ;END.. 8. ATTACH , TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH SIMPSON , U" SERIES METAL JOIST' HANGERS TO SUIT THE JOIST SIZE. 9. MATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, `SAN *LEANDRO, CALIFORNIA. EQUIVALENT DEVICES BY QTHER MANUFACTURERS :t4AY BE SUBSTITUTED, PROVIDBI) THEY HAVE ICi30 APPROVAL FOR EQUAL LOAD CAPACITIES. e ' 10. INDIVIDtJAL MEl� BSS OF BUILT -UP POSTS AND B EACH BE ATTACHED WITH 16d SPIKES AT 12" d. .1. A% „ uk00 §nu LA SHALL HAVE LOWER ,W ATTACHED TO WOOD FRAMING BELOW WITH 16d o.. c. STAGGERED UNLESS SHOWN OTHERWISE. MS -SHALL STACERED . 12. ALL WOO FRAMING DETAILS NOT SHOWN OTHERS C4NS'i' THE MINIMUM STANDARDS OF ' E S ; AT 1E" SHALL BE- UNIFORM SHALL BE DETAILED (XNCLLJpZNG " MOORS AND $LENDS)' IN AENORDANCS WITH AGI. 315 -83 . AND 318 -403. LAP .ALL' CONTINUOUS REINFORCEMENT 30 BAR DI METERS 'QR 24E0" MINIMUM. PROVXbE CORNER BARS AT ALL WALL- ' INTERSECTIONS. LAP ID ACENT MATS "OF.WELDED WIRE MESH ONE FULL• MESH AT SIDES' AND ENDS. NO OARS PARTIALLY: EMBEDDED :WHAMMED CONCRETFF SHALL BE FIELD BENT ,UNLESS, SPECIFICALLY ` 80' DETAI1,Eb OR APPROVED BY THE STRUCTURAL' ENGINEER. MALL BE GRADE C-P, ' EXTERIOR 0LUg OR STRUCTURAL '.l, 'EXTERIOR GLUE IN CONFORMANCE WITH U. i3. C. STANDARD NO. 25E9. SEE PLANS FOR T)F ICKNESS, PANEL XDENTIFXCATION.;INDEX AND NAILING REQUIREMENTS. 3.; Q u XN DIRECT CONTACT WITH CONCRETE SHALL,1E,.PRESSURES- TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE 2. LAYERS OF ASPHALT IMPREGNATED $UILDING,PAPER BETWEEN UNTREATED WOOD AND CONCRETE. • CQE`ITRACrT9R:.SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND., STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 9. CONC ETE PROT C OR B FOLLOWS: FOOTINGS- AND OTHEi :UNFORMED - SURFACES, EARTH FACE FORMED SURFACES EXPOSED TO EARTH (i.e. WALLs BELOW GROUND) OR WEATHER (#6 BARS OR' LARGER). 2 n (115.. BARS OR SMALLER) 1 -:1/20 SLABS AND'WALLS (INTERIOR FACE) 3/4 3" 10, SEEEDEJEEMETESEMEMBERE SHALL BE FABRICATED IN CONFORMANCE SMITH U.B.C. STANDARDS NO. 25 -10 AND 25 -11. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. ALL SEAMS SHALL BE DOUGLAS FIR COMBINATION 24F, Fb sf 2,400 PSI,' Fv - 3.65 PSI. CALIBER ALL GIB BEAMS TO 2,000 RADIUS, UNLESS: SHOWN OTHERWISE ON THE PLANS. 11. awrougg SHALL. BE GRADED AND MARKED IN CONFORMANCE WITH W. C. L. B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS HEM -FIR NO 2, DESIGN STRESS, BEAMS AND STRINGERS DOUGLAS FIR NO. DESIGN STRESS, POSTS AND TIMBERS DOUGLAS FIR NO, DESIGN STRESS, STUDS, PLATES AND DOUGLAS-FIR'OR MISC. LIGHT FRAMING GRADE. MINIMUM, .BASIC fb 1,000 PSI 1, MYNiN4UM BASIC fb s 1,350 PSI. 1, MINIMUM BASIC fc 'm 1,000 PSI. HEM -FIR STANDARD TOP AND BOTTOM PLA'T'ES - DOUGLAS FIR CONSTRUCTION GRADE AT BEARING WALLS BUILDING cobE. 13..PLYWOOD ROOF AND F OOR E EATHI G UNLESS OTHERWISE NOTED oN TO SUPPORTS AND NA/LED RA L EIUP'WITH ACE GRAIN. PERPENDICULAR WITH 8 •. $NAILS @ 6" o. o. =: TO FRAMED PANEL EDGESEAND OVER S D WALLS SHOWN O p PUNS AND Et 1201' 0-: c. (10S o. C. AT FLOORS) TO INTERMEDIATE SUPPORTS. 'PROVIDE' ,,APPROVED PLYWOOD EDGE CLIPS t 16" O.C. AT UNBLOCKED ROOF SHEATHING EDGES. PROVIDE SOLID BLOCKING AT LINES' OF SUPPORT AT FLOORS. TOENAIL BLOCKINC TO SUPPORTS WITH '16d @ 12" 0.c. UNLESS OTHERWISE NOTED IN THE SHEARWALL SCHEDULE. 14. ?RQVIDE 2 - 2. X 8 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD WALLS NOT DETAILED OTHERWISE. ATTACH WITH "SIMPSON STRONG -TIE" P. C, POST CAPS OR EQUAL. 15 WO0� WALL SHEATHING SHALL. HAVE SOLID BLOCKING AT ALL EDGES. 16. PLYWOOD NAILING (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED) ;w 8d A.6" o.c. ad @ 12" o.c. Mt -46A' LA4T p 1A °re AT SHEET EDGES AT INTERMEDIATE BEARING POINTS, 15. Qom= SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES' REQUIRED TO PERFORM HIS WORK. 16. CONTRACTOR' INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION CR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 17. maym„G,S INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE 0? SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT. TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 18. EQQTIGp SHALL BEAR ON SOLID UNDISTURBED EARTH AT LEAST 18' BELOW LOWEST.ADJACENT FINISHED GRADE. E 19. DESIGN CRITERIA' ROOF LIVE LOAD 25 P8F OFFICE FLOOR LIVE LOAD 50 PSF RETAIL FLOOR LIVE LOAD 75 PSF ltGWT STORAGE FLOOR „LIVE LOAD 125 PSF MECHANICAL UNITS Weights furnished by manufacturer (ALL E x I ST IN G WIND 80 MPH, EXPOSURE 'B' EARTHQUAKE Zone 3, Rw >a 6 ALLOWADLE SOIL PRESSURE 2,000 PSF (Natural soils or compacted fill) w 9)A-; 2 /6 I I Tom° rt..) if1tiG4. FL. 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Z1 El 01. 6 8 4 11 11 ILL'11.1j[1111,1j11101,1161‘111114 411411611111,111Pli 1111111,1,114111.11111111n1IMIIII11111111111111111 • , , • ' „, , . • • \\I 1-70 XIT1N 4N1 I /4": 1 L 11 our H 40(15 p.F7 twor Pr...y1.4Gor) 814.11-4 • ) eren. d..t*.P40..-tdcratz.. Ca) 1.49■1C- Fo an' / Met, • ' „.. , • • • RECEIVED CITY OF TUKWILA Dc.c 28 1993 PERMIT CENTER - 1 Eleki ro cr. -re, Ex15,71iNi __ 4. W5$1- • THE MEDICI GROUP INC. 0 ,. • 3531 Bagley Avenue North Seattle, Washington 98103 206/547-4192 FAX/632-3682 Revisions 2 7 'IS I t- 15 - VOID ..e:efliYl_f_t2 im ■••■•••••■■•••••■•••••■•••••*. .......■■••■■•■■•■•■■■■■ ••■■•■•■•••••••■•••■•••■■•■•••■•■••...... L-11--H 1 1- At4POVE42-. 0 rAgif‹. i Rrwn Hy; Checked By: Owner Approval: PE-TA t...51, pioject N,Q,: 17, 51 f iet ri ' : 4 A• O r ' Y •'yl J tis w tw� �k+9G�.�Jk -. �F�YdO .�. •.._?..�. ,.RtirX. 11ib= rN�'h�' .. +�4 ,� • VIN 67 –MAU,I144G6 OH r014C 41. *4 °Oita ±s'r;sr 11Pi • Vi SIPAli 14.11 4100 111A., ri ILAa ,#►MAK^ . . M 4101 01i ,'. 'r'�.. .'�.w' as:•'`k'.�r'r.P' y,w.r'i.;�=efat 4:5.'.s!1�,1-+a. w`.�..qmoswn:16.4644, 1, ' war vo. " 'Cih':,1►141111 ti11 1,1,1011 ''4 /4P 100!I4r1"//11.10 'lfigi IP4/40 1.114 lliNellit '1lit,2►41 04111:4 A!'�1t!N10141 6 + f;0SX. KIMiY?rclnfaxarosk,rw.cA'a�J!ifdi r.1'12-LW •se: 'VEp ( 11111!111!1! 1111111111111111 {1�1 {illjlll {!I! {{ll 1b THS INCH 1 �o' 3 1 08 FZ se LZ 9Z Se 7Z ! CZ ZZ 1l1111111I�III111I1��( II11111i�llllll111�1 !(Illlliilllilill {IIIIIhd Tr PLANT LIST: APPLICATION BOTANICAL / COMMON NAME Canopy Tree Accent Tree Evergreen Screen Screen Shrub Fraxinus'pennsylvanica 'Marshall' / Marshall Seal less Ash Cercidiphyllum japonicum / Katsura Tree SIZE Al PLANTING NOTES 2" caliper. 10 to12'ht. Well branched 1 -1/2" calipor,8 to 10'ht. Well branched Cupressocyparis leylandii / Leyland Cypress 8' to 10 ht. Myrica californica / Wax Myrtle Viburnum firms 'Spring Bouquet' Flowering Shrub. Abelia grandiflora 'Edward Goucher' Low Shrub Mass Mahania aquifolium / Oregon Grape Ornamental Grasses Pennisctum setae, um /Fountain Grass Vines Groundcovers Vinca minor / Dwarf Periwinkle Rubus calycinoides / Bramble Seeded lawn in grasscrete pavers. 3 gallon, 20" ht. 3 gallon, 20" ht. 3 gallon, 20" ht. 2 gallon, 12" ht. 1 gallon, 12" ht. Lonicera japonica 'llalliaua / Hall's Honeysuckle 1 gallon Full, well branched Full, well branched Full, well branched Full, well branched Full container Full container Full container 4" container at 30" o.c. triangular spacing 4" container at 30" o.c. triangular spacing Indicates existing trees - save and protect. Indicates existing ornamental vegetation - weed, save and protect. rrAl?wv+nK.*.6!,. . .4I* +Sri.sr+rnisr.r.ve'flexFN � '+g i. 'y}li. .: ,., 8rer;A���4>�A6��x� ins..- ..hSJe!{rfl ij1• I {fill l�f1 11 III 111 f 111 10 11.1 II . 4111111111 1i 1• 111 1111111111111111 111 R 6 1O 11 .ADEN OrRUVrr 12' WEE: If the iiiicrofi.lmed document is less clear than this notice, it is due to the quality of the original document., r L1 9l al 47i £t Zl ti 0L, 6 8 I + 1 i jf .IIIII11111j1111 ' 11111111101.IIl !!) !II1!!!!I {!<111�)J�l 'I ! IiIII)Irj jll IIII CITY OF TUKWILA APPROVED DEC 8 1993 AS NDIUD 21'i! DING DIVISION �:ca•,�n, w; b�t�vrx 'r.ra<.•v.saa•�nv;e�vas�J fire!.# �; �o?,' SinT�?5'hL%11�s"f�'��.+�$s1.'sY THE MEDICI GROUP INC. 3531 Bagley Avenue North Seattle, Washington 98103 206 / 547-4192 FAX / 632 -3682 r Revisions woe CM! Urawn by;_— e - -• • Chocked B oWnel etiPCSroYbI E • Tf� .70.11,0712.1 N °' . 1 t•: A � • STATE OF -, • ' REGISTERED : LANDSCAPE CH1TECT •