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HomeMy WebLinkAboutPermit D97-0001 - BOEING #21-02 - REROOFCity of Tukwila C Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 102304 -9069 Address: 3417 S 120 PL Suite No: Location: Category: ACOM Type: DEVPERM Zoning: M1 M2 CM Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: .0 South: .0 Water: 125 Sewer: VAL VUE Wetlands: Slopes: Y Contractor Licence No: GENERCC044OS OCCUPANT BOEING #21 -02 341 S 120 PL, SEATTLE, WA 98124 OWNER SABEY CORPORATION 201 ELLIOTT AVE. WEST, SUITE 400, SEATTLE WA 98119 CONTRACTOR GENERAL CONSTRUCTION COMPANY P.O. BOX 24506, SEATTLE, WA 98124 CONTACT GARY TALLER Phone: 206;544 -2975 P.O. BOX 3707, M/S 46 -87, SEATTLE, WA 98124 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: REPLACE THREE SEPARATE EXISTING ROOF PURLINS WITH NEW "LIKE KIND" CONSTRUCTION. ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 3,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate). Eng. Appr: Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: No: Size(in) .00 Flood Control Zone: Hauling: Start Time: End Time: Land Altering: Cut: Fill: Landscape Irrigation: Moving Oversized Load: Start Time: End Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Water Main Extension: .Private: Public: ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** TOTAL DEVELOPMENT PERMIT FEES: $ 127.84 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature Signature: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. DEVELOPMENT PERMIT Occupancy: WAREHOUSE UBC: 1994 Fire Protection: SPRINKLERS East: .0 West: .0 Print Name: Permit No: Status: Issued: Expires: Streams: (206) 431 =3670 D97 -0001 ISSUED 01/10/1997 07/09/1997 S:Y dn A -- Date : I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development per it. Date: permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. •.• • ••': • ,; • ; t„ , • • :",,, ' • Project Name/Tenant: BOEING DEFENSE 6 SPACE GROUP Value of Construct)�n 7' • O 6 0 Site Address: City State/Zip: .3 S. 1610 ' t�L. i�. k wI l ( I - o.Q 816) Tax Parcel Number. ' / 0 z 30¢ 004. '1067 Property Owner: THE BOEING COMPANY Phone: • Street Address: City State/Zip: . P.O. BOX 3707 M/S 46 -87 SEATTLE, WA 98124 Fax 1: Existing fire protection features: Et sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: /0 7 500 existing Contact Person: GARY TALLER Phone: 206 -544 -2975 Street Adr8ess:BOX 3707 M/S 46 -87 SEATTLE, WAC itilt4/Zip: Fax#: 206- 544 -2854 C t e - 4 A C ON STPLie V. a>s C.JED 1 Phone: Street City State /Zip: 0 Q o k 24 5 -0 6 A - r i u K ) ' i 4 Fax M: Architect: Phone: Street Address: City State /Zip: Fax 1: Engineer: j i rtemt4s 1.0 yLdi Phone: 5 43 35 ( ?? 6 -O23s) Street Address: City State /Zip: Fax 11: Description of work to be done: pG pLq '3 5 G. Pry aA i E X-► 57- I N 6 - I. ors F Po ►° L- H.? s 1,01 NSW `' LIKM - RIN0 Existing use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School/College /University ❑ Multi - family A Warehouse ❑Hospital ❑ Motel/Hotel ❑ Office ❑ Other Proposed use: • ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School/College /University ❑ Multi - family ,Warehouse ❑Hospital ❑ Motel/Hotel ❑ Office ❑ Other Will there be a change of use? ' ❑ yes a no If yes, extent of change: (Attach additional sheet if necessary) I Will there be rack storage? ❑ yes a no Existing fire protection features: Et sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: /0 7 500 existing I Area of Construction: (sq. ft.) 5T SQ P 7 - Will there be storage of flammable /combustible hazardous material Attach list•of materials and storage location on separate 8 1/2 In the building? ❑ yes ❑ no X 11 paper Indicating quantities & Material Safety Data Sheets Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. ❑ Channelization/Striping ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp 11 Size(s): ❑ Miscellaneous Date application accepted: CTPI RM!T.nror. 7/9/9( CITY OF C'JKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 pPLICgN7�'�j5DUg '��b I' �4IC " 7Addf�Idii+ � ite rieW �y.b e:de ❑ Curb cut/Access/Sidewalk Data application expires: roFZ ST AFF I ICE orlt Y ,Pi s4y '' "ft b ►n fib' ,» 4i e � e' k 61�''V��rks .t��pArthtan ): ❑ Flood Control Zone cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct Est. quantity: ❑ Hauling ❑ Landscape Irrigation 0 Private 0 Public 0 Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit Is Issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Application take (Initials) BUILDING OWNER OR • • ZED AGENT: Signature: / l ( Date: I -3 _q 7 Print name: GAR TALLER Phone: 1 206— 44 -2975 Fax #: 206- 544 -2854 Adc .%. BOX 3707 M/S 46 -87 SEATTLE. WA City /State /Z 98124 Al I COMIIMFRCIAl /1111 11 TI-FA114a TENANT IMPROVEMENT/Al _T1 1 TION 1'F_ RMM1IT APP( ICt TIONS MUS E SUBMITTED WITII TILE FOLL ING: > ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there Is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which Include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Date shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Certificate of Contractor ". Building Owner /Author! ;ed Agent . II the applicant Is other than.tFio owrier, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the propetfy' vner.authorizIng the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 7/9/96 • : .: • •:., • ' • : : • , •-•• . ",' z -• • • - . TRANSMIT Number R9700528 tt 0 1/10/97 095'l • • f661 A - • Prniit No: 1)97-0001 Type: DEVPERM DEVELOPMENT ParceI No: 102304-909 Total :„;Fee: This Pavment 79..2i Tot1 ALL Pnitt: •••:: • •••••• • „ , • „ „. * 3. 3. * * ** * * 3:4,4 * 16( 4 * ic it it * * * * *4;4, * .1k ,t ; • • • 'OecrlOtion Arnount 000/322.100 .:PUILDING — NOilRES. ••• • , 74.75 , ;,:••• 0001.S136,;964 ,STATE - BUILDING - - SURCHARGE • 01/10 :9617 TOTAL 2 • • ' ' ' ' • r ' ' "*. ' ,' , ' • •• ••,' ••••• • . .„. • ••••",•:'; , •:. ••: • • , ; • . • !!! **** :1; * • .** * *4* h * ** * **.* h• ******* 4,44 TPAt1MIT Number 2 ?:J . i 4111.:1 a it 1/0 ,3 Pavment K••••:••••,!46:t a t i•:•. PO ft SI (ILL ..'• • • •• • • • • • • •• . • • . • . • • • •. SLL .• •••• Perpiit No -•• • -• '• • • • • • • --- ••.'• •••,.,' • • .. • 97-0".0.01:,•••••H..•Ty pe • • . . " Parc No 102304 Site Addre .,• • • ,.• '3117 S 120 PL - ;'-••••• Total Fee 127 84 ''••'-r•••••••••••• • 4.49.:•, - 441.:1'..:.•.•.Pmt r,••• . • •••,•: •• :• • .48 • -'••-•••• - -••••••13a't , an c61, • • • ** * 4 • •••••.• ••• •• • ... •••:•: „•:• :,...••••,•Ac'cauot; .•••••.[ • Dear;r:.ip .•••• .••• ••••••• .•:••.Amour.it • ••-••••• • • • - • . . • ..•••••••• 48 59 •••---, • • . • • 61,11 . 0 . 1.> 1 0 '.?(.;.1.6 TOTAL: .,48.59 1 •INSPECTION RECORD I Retain a copy with permit INSPECTION NO. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 (206) 431-3670 Typa-crinspecti /2() Date called/ / / 2(/ nstiuctions: Date want . / 7 Approved per applicable Codes. Corrections required prior to approval. ," • Inspector: Receipt No.: Date: z tier7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: • • Retain a copy with permit I V' INSPECTION RECORD INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project a ye. 1G ai 641 Address: Special instructions: Approved per applicable codes. COMMENTS: I Inspector: Type of insriction: r-- fitA144 N17. Date called: 1 Date wanted: / f a.m. P.m. Requester: Phone No.: Corrections required prior to approval. • " . • I I Receipt No.: (206) 431-3670 Date: , /q2 i42..0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 'paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: REVISION SUBMITTAL DATE: / - ice -f7 PROJECT NAME: CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 BOEING DEFENSE S SPACE GROUP PLAN CHECK/PERMIT NUMBER: 11 4 1 7_ 00) PROJECT ADDRESS: y r7 S 4 / .20 rh PL. C_ a - o a &ld CONTACT PERSON: GARY TALLER PHONE: 206- 544 -2975 REVISION SUMMARY: SUBMITTED TO: tb\ V RECEIVED CITY OF TUKWILA JAN 1 5 1997 PERMIT CENTER * c v t S � �r�C'1"f.�/�i ( aq (CL 4 74; nS SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. 3/19/96 ACTIVITY NUMBER r D97 -0001 DATE 1/03/97 PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS 1 1 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS ' TUES /THURS ROUTING: PLEASE ROUTE ✓ NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF Ei (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 1 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED El APPROVED W/ CONDITIONS REVIEWERS INITIAL REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP BOEING #21 -02 NOT COMPLETE CORRECTION DETERMINATION: APPROVED D APPROVED W/ CONDITIONS FIRE PREVENTION PLANNING DIVISION' 0 STRUCTURAL PERMIT COORDINATOR Q DATE 1"" 6-9 NOT APPROVED (attach comments) Q DATE 1 "" v DATE DUE DATE ASAP NOT APPLICABLE 0 DUE DATE ASAP DUE DATE NOT APPROVED (attach comments) (Certification of occupancy required, ) i1tEm¢.tr,ganCy Repai - &�$ 6hmlyt Dawes APPROVED ❑ C:ROUTE -F DEPARTMENT: REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL 9tnyi Coordinator C.op PLAN REVIEW / ROUTING SLIP NUMBER D97 -0001 PROJECT NAME BOEING #21 -02 BUILDING DIVISION P68 Pper to/(load /'6 PUBLIC WORKS ❑ FIRE P VENTION ❑ STRUCTURAL ❑ DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ❑ NOT COMPLETE ❑ COMMENTS APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: DATE DATE DATE DATE 1 /03/97 PLANNING DIVISION DUE DATE ASAP NOT APPLICABLE ❑ DUE DATE ASAP 0 PERMIT COORDINATOR 11 TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file Sc enter Sierra.) 1 APPROVED n APPROVED W/ CONDITIONS ❑ . NOT APPROVED (attach comments) ❑ DUE DATE APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) 0 (Certification of occupancy tequized. • goe IJ G DEFEt4 .35. AI30 sPkce GRouP et1/4 MA. IM WAY Co fe,P00.A NC/A 5TRUcar.0•91:Ph;c.:: .. b"( - Thi-otielks C. \APL.v5... 3/ gc€\)\`n j •. .pa4u1(9..- ) g v 1 1 EXPIRES ... RECEIVED CITY OF TUKWILA JAN 1 5 1997 PERMIT CENTER master v-02. it.o REPAVZ. .1...pAQI . . 6i.Aci:4 'L.0040. . .., • ...• ' • '• . . . . . . . . . A coop ekt 6444401., • pcyt4Joo x 4. e- 2-4-" 0 e. lasu%...tir M fk • • • • • CHECKE0 SY I L v.. .1.0 ■A../ ..... . . . . VD, 3 I • 7- 4, 34. 14 7 . 28.5 • < -2 40 1 .75 4 4-% (4- PO12110.15 o* 1E SHEET 5 Z.. 0 . P.5F. . zo • Co ' 5 : ? . . . . .......... .... . . ' • . :4=-7 .. : ...... 13.(i0.4-ts1+10 8 4- .<. 0 .8) e './?• / . P/c- ........ . ... ... .4. z (19.Z) 41 . 01 .. . ......... -- 4-08 'Zon PL • 6) .3 h :/ 4*. 4 ••••■••••■•4.,.., 4-y IG 14 ' • + 3o F 33o Pt, r?.. . . 1 .0* .................... x .... .... ...... 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PuRL.Q _- 24 (05. : ?: : # /Z = :1920 *: . o Jae v0. -9 `! :'6AY: A a./L A4T G :.1 r4 P : u 41.1.L : : w\ t.;) icc2:d . itf4 : . : : : (6) (Oa, . \444.040 N C FL 1 - t '51 MPSD).) 246s* : . > : 43 0`2 : = 2 :110 * : : ✓ o►�. I2 . PG . cQ cfL-C�. . W ? ••• . . .4L) 4-VL . . . w \. ( K z'14 GoNc.. v1N.114r ( M ►`Ie.M' (G) lod 1"b •puiLLIN) thw .QN.«toA. . SP&1►,C7 s " cc, X 9 4 241.1 1: c e. E:ea:r . . . . . \ 1:, ,ems 1 . 0 1 , :14 $(q# 3 drb VNL.L.ova 4 C. i.> + 4 044.4. . _ . 2512 >: Z 11 O 3 543 art: ,4c,ti 11. II . Sit?? I I /8 LVL OA, 510 IF-,.441.412 coMmoN 1 GL et ei (w10 H 150 •I e.1. • To 5 c_okic. ?Aust- ter aRlo FOR- 501L-0c 2L-o pvJG 140, it‘ - 001.--1000 4 5 I ROW A "r Cur"' PItOJEC? 1.% R.000- reePAIR... Joe No. c.c r 1 OlECKID SY 041E 1 -91 FEET REV v, sied)c-rots6A, s va 0 . 0 51-1E-E is 'RSV • it.s . 5.4 A .t3 . Raw - LA04. . .29k -.v/R1.-/.. . . . . . ....................... . . . . . .F%(z. Nox.)fAx.. . 13f. s go om tett. C-0 . . . . . . .... . ........ . . . . .... . .. 2 ! : ‘ , • ° 0 ?s \ • ) • rT 4 • ) E .)k i ? Ft L .". •• • -•. . • • ..... .......... .... • • REV 1`*_1) S - tow, arre's 1?.1 oo1.7 Occ _ ......... wv. vwr9na. 0.. 1'{ .i0.MK4tUllOk4.10Wi.WOM 4Mft ;Benz oy: nOSSQAO LuMBEF X41 726 Desi Properties Redi -Lot H Beam 29F -V/RL2 Size {inches) Douglas Fir 1 1/4 x 5'h Modulus of 1 9 Elasucu) 9 E =1.9x10epsi 11rir Flexural Stress 14 F� = 2900 16 Tension IS perpendicular 3'h><VI to grain 251 F•1 = 650 psi 9451 Horizonuil shear 91/2 perpendicular to 11 glue line 14 F = 190 psi 16 18 20 Weight As./ft.) Maximum Resistive-Shoot (fbs.l 100% 115% 125% Maxi= Resistive Moment (ft•Ibs.) 100% 115, 125% 22 24 51/2 7 9V. 9' /r 11 14 16 18 20 22 24 ) [ 11 14 16 15 20 Notes: 2.3 3.1 3.9 2050 2358 2563 6031 6936 1539 115 4 4.0 2106 2422 2632 6361 7316 7952 125.0 5.1 1219 1401 tl.+b W V•`"r""' "b4n"""' ..uvff •J•, • I r, .CI. =r aerrax -1. 1524 Memento Inertia 2132 2452 2665 24.3 1407 1141 2001 4105 4261 4631 55.6 2132 3027 3210 9140 11431 12425 144.2 IA 3103 3569 3119 13815 05184 17219 4017 6.0 3547 4079 4433 11044 20751 22554 597.3 17 3990 4581 4911 22131 21263 21547 1505 4.1 2431 2104 3041 4264 4904 5331 41.5 4.2 3214 3696 4011 7410 8521 9247 111.1 7.9 4101 4716 5126 12062 13811 15077 230.1 1.1 1011 4212 4143 5265 12123 14631 15903 250.1 5265 1054 6511 19179 ' 22161 24141 411.4 11.9 6207 7131 7751 71631 31715 34531 100.3 13.6 1093 1157 1841 36011 41502 45111 1 194.1 15.3 7911 1117 9915 45675 52526 51094 1701.0 17.0 1167 10191 11013 56311 64147 10486 2333.3 11.1 4753 1 1216 12192 11231 71445 85251 31051 10.4 10640 12234 13300 11200 43380 101500 4032.0 7.4 3132 4406 4790 6701 1106 1377 76.3 9.7 5051 5101 6314 11644 1339) 14555 174.) 12.4 4444 1411 8055 11954 21111 23493 3621 12) 1718 1611 1273 11193 22912 24911 3110 15.9 8273 9514 10341 31239 35925 39049 7413 15.1 9753 11216 12191 43419 49932 54214 12571 21.4 11141 12019 13933 56711 65215 70519 1817.3 24.1 12540 14421 15675 11715 12541 19719 2673.0 24/ 13933 14023 11417 11411 101103 110744 3666.1 244 15327 11426 19151 101219 123307 134024 4180.3 32.1 14120 19221 20900 121600 111740 159500 6336.0 20.2 10529 12109 13141 3919 45122 49698 976.1 23,1 12413 14275 15511 55241 63550 69076 1600.7 27.2 14111 1631S 17733 71171 13004 90222 7359.3 30.6 15940 11354 19950 91350 105053 114115 3402.0 34.0 17733 20393 22167 112778 124694 140972 4666.7 • Maximum restsuve moment mug he adjusted Iru valuate effect t Volume rector% for simple spun glulum team% matte wtlh Westcrs' species eau Dt found ut Set; 3 3.: of 1')'71 !mammal UebIKn SpevIneanon lur 1ti't.1,x1 Cunstruclt • Beam weight based nn dcnatty of 35 pct beep 1' /t" Thick 3'h," Thick 5'h" Thick S IH.I yep* 9'h• 2I'/.' 14' 16' 18' 9'!:' 11'4' 14" 16' 11' 20' 97:' 11'h' 14' 16' 1r 20' e • 1091 1506 1147 7447 3059 7193 3011 3193 434 6111 1648 3447 4731 611E 1691 9614 1101E - - -• .• 1011 1506 1947 2447 3059 2173 3011 3113 4114 6118 7448 3447 4731 6118 7611 9614 11018 • 2.! 4.0 51 6.5 8.1 1.9 4.0 5.1 65 8.1 10.1 7.9 4,0 5.1 6.5 8.1 10.1 755 1006 1260 1530 1835 1510 2011 2519 3059 3171 4370 2372 3110 3159 4107 5768 6167 755 1006 1260 1530 1335 1510 2011 2519 3059 3671 4310 2372 3160 3959 4807 5761 . 6167 2.7 3.5 4.4 54 63 2.1 33 4.4 5.4 6.5 7.1 7.7 33 4.4 5.4 6.5 7.7 10 575 755 931 1112 1311 1151 1510 1162 2225 1621 3059 1109 2312 2926 1496 4120 4107 575 755 431 1117 1311 1151 1510 1162 2225 2621 3054 1809 1371 2126 3496 4120 4107 23 3.3 4.1 4.9 5.8 23 3.3 41 4 5.8 6.7 2.5 3.2 4.1 4.9 58 6.1 11 414 671 124 979 1147 917 1342 1447 1958 2294 2640 1570 2109 2581 3016 3605 4130 414 611 124 979 1147 967 1342 1647 1151 2214 2660 1520 2109 2511 3016 3605 4110 2.3 3.2 4.0 4.7 5.5 2.3 37 4.0 4.7 53 6.4 2.3 3.2 4.0 4.7 53 6.4 11 406 604 738 374 1020 813 1201 1417 1748 2039 2353 1277 1199 2321 2747 3205 369E 312 604 738 674 1010 164 120E 1477 114E 2039 2353 1700 1899 2321 2147 3205 369E 2.) 3.2 3.9 4.6 5.4 2.1 3.2 39 4.6 5.4 61 23 3.1 3.9 4.6 5.4 6.2 13 320 541 669 719 911 641 1017 1331 1579 1835 2110 1007 1101 2103 I481 7104 3315 300 541 664 119 418 601 1012 1338 1579 1835 2110 944 1101 2103 2411 2114 3315 1.8 3.1 32 45 5.2 11 3.1 3.8 4.5 51 • 6.0 1.8 3.1 3.6 4.5 5.2 6.0 14 757 467 617 72C 334 513 933 1224 1440 1669 1917 306 1466 1923 2262 1622 3004 240 417 612 720 134 481 433 1124 1440 1449 1912 756 1466 1923 1242 2622 3004 1.6 7.9 3.8 4.4 5.1 1.6 7.9 3.B 4.4 5.1 5.9 1.6 2.9 3.8 4.4 5.1 5.9 I S 209 406 564 661 165 417 113 1121 1323 1530 1741 655 1277 1771 2079 2404 7747 196 382 564 661 765 311 744 11I7 1323 1530 1748 615 1200 1771 2019 2404 774 1.4 2.7 3.7 4.4 5.0 1.4 23 3.1 4.4 5.0 5.8 1.4 2.7 3.7 4.4 5.0 5.8 16 177 336 490 612 106 344 171 993 1 224 1412 1610 540 1055 1560 1923 2219 2530 161 315 496 612 706 372 629 491 1224 1412 1610 506 919 1560 1923 2219 2530 1.2 2.4 35 4.3 5.0 12 2,4 3.5 4.3 5.0 5.7 12 2.4 3.5 4.3 5.0 53 17 143 210 440 569 656 287 560 880 1138 1311 1412 450 879 1310 1779 2060 2345 134 262 430 569 656 269 525 160 1138 1311 1492 422 124 1351 1779 2060 2345 13 2.1 3.3 1.3 4.9 1.1 2.1 3.3 4.3 4.9 5.6 1.1 2.1 3.3 4.2 1.9 5.1 18 121 236 386 512 612 24) 471 713 1025 1724 1390 319 741 1214 1578 1923 2115 113 221 362 512 612 226 442 774 1025 1224 1390 356 695 1138 1578 1923 2185 1.0 1.9 3.1 4.1 4.8 1.0 1.5 31 4.1 4.8 55 1.0 1.9 3.! 4,0 4.8 5.5 19 103 200 321 410 574 205 401 657 120 1147 1302 323 630 103? 1408 1762 2046 96 138 308 410 574 192 316 616 919 1147 1302 302 591 963 1408 1762 2046 0.9 1.1 2.7 3.8 4.1 0.9 1.1 2.1 3,8 4.8 5.4 0.9 1.7 2.1 3.1 , 4.1 5.4 20 88 172 202 415 525 116 344 563 130 1051 1224 277 540 315 1265 1582 1923 87 161 264 394 525 165 322 528 781 1051 1224 259 506 830 1239 1582 1923 0.1 1.5 2,5 3.6 4.6 0.8 13 2.5 3.6 4,6 5.4 01 1.5 23 3.5 4 4 5.4 I2 66 129 212 316 474 132 251 423 632 162 1053 101 406 665 113 1245 1582 62 121 198 296 412 114 242 314 592 843 1053 195 380 623 93) 1295 1582 0.6 1.2 2.0 3.1 41 0.6 1.? 2.0 3.1 4.2 S.I 01 1.2 2.0 3.1 4.0 4,5 24 51 99 163 24: 346 10? 199 326 481 693 877 160 313 512 165 1079 131E - 93 153 220 32S 95 116 306 456 649 177 150 293 480 711 1021 131E - 1.0 1.! 2.6 1.7 0.5 1.0 1.7 2.6 33 4.6 0.5 1.0 1.7 2.6 3.6 4.4 26 - 78 121 19 272 10 156 256 333 545 742 126 246 403 601 156 11l4 - 73 120 179 255 .15 141 240 359 511 701 118 230 378 564 103 1101 - - 13 1.7 33 03 0.9 1.5 2.2 3.1 4.2 0.5 0.4 1.5 2.2 3.1 4.1 28 - 63 103 153 218 64 125 105 306 436 598 101 191 327 481 685 940 - 59 96 144 204 60 117 192 237 409 561 94 115 302 151 643 837 - 0.8 1.3 19 2.7 0 4 0.8 1.3 19 2.7 3.7 0.4 0.8 1.3 1.9 2.1 3.7 30 - 51 83 129 177 S2 102 161 249 355 431 12 160 262 391 551 145 - - 78 117 166 - 95 156 234 333 456 77 150 246 367 523 711 - - 1.1 1.6 2.3 - 0.7 1.1 1.6 2.3 3.2 0.3 0.7 1.1 1.6 2.3 3.2 ...........,u...ww ww.. vsKtwroV! H. v' w^. 14YMVatt' 1Yta} Ya: F�0.PA' A91a• JhNILY' P1�1f;+ 5Y�5YRMtR. tl: NJtCJif�h' tvlsoAtQ, �. fIK1MwN f :r:xuur.x+a.Yb..ta.N•+caar4 + anYawiw.' amuri+ wnrn�ww.. erwawr .ww.........,.....�.......� r' Allowable Leads far Simple Span Reef Ream (IDF= t.T S) • Simple pan beam. • Service cotrlonxt = dr7 • Uniform load = total load including heam wct�nl. • Maximum berm ahem is located at a Distance front cite supports equal to 1nC derail of rite hewn. Redi -lam 11 29F -V/RL2 Douglas Fir Top figure: ••- Maximum total toad - boob ueflectnm to UI Xb Middle 1i>Zure: • Mrxtmum live ituui -limn'. aetiecttnn to L /240. and live/tufa! load of 0.1N Haltom figure:._ -.. - Mtntmum rcauded Cranny lama!' i MOWS • Aiowab l loods (in kn. pe iinear ft.) 12 EVALUATION REPORT Copyright O 1996 ICAO Evaluation Service, Inc. n. w ,. • y... a n : a::. r n WV. ICB0 Evaluation Service, Inc. 5360 WORKMAN MILL ROAD • WHTTTIER, CALIFORNIA 90601 -2299 A subsidiary corporation of the International Conference of Building Offi'iafs Ring Category: FASTENERS-Concrele and Masonry Anchoa (000) KWIK IOLT Il MIL INC. 5400 30UTH 122ND EASTAVENUE TULSA, OKLAHOMA 74145 t. Subleet: Kwik. Solt -II Concrete Anchors. ti. DesertplIon: A. General: Kwik Dolt -II (K8•II) concrete anchors con- sist of a stud. wedge, nut and wee*. The stud Is manufactured from a carbon or stainless steel material. The' Urban steel Kwik Solt -II stud Is made from AISI 1038 or AISI 1144 materials. The wedges are made of AISI 1010 steel, except that 14941 3 4-by-12, KB-11 1-by-6; KO -fl 1 -by-9, and K8. 111 -by12 Mee AISI 304 (stables stoat) wedges. AM carbon steel components are zinc Each component of the stainless steel Kwik Solt -11 is made from either AISI 304 or AIS1 316 material. The stud consists of a high - strength steal rod threaded at Me upper end. The tapered mandrel has an increasing diameter toward the anchor but and is enclosed by a throe- section wedge which frosty moves around the mandrel. In the vertical direction, the wedge movement Is retrained by the mandrel taper at the bottom and by a collar at the top of the mandrel. When subjected to torque, the we is forced against the wall of tote pre• drilled notate provide the anchorage. Allowable tension and shear values Irmal•weight concrete art shown in Tables 3 and 4 for the carbon steet eta finless steel Inchon respectively. Allowable tension and shear 41- 01 for Lightweight concrete are shown in Table 5. B. Pest Nut Kwik Solt•1I: Post Nut Kwik Bol1-11 concrete anchors consist of a carbon (AISI 1144) or stainless (Type 304) steel stud and post nut The stud threaded end is fabricated to accept a threaded post nut whose outside diameter is equal to the nominal diamelet of toe stud. The post nut has a countersunk head configuration. Allowable tension and shear val• ues in 3,000 psi (20.7 MPa) normal - weight concrete for carbon and stain• less anchors are shown in Table 7. C. Installation: 1. Kwik 0oll•11: The Kwik Bolt -II anchor is installed in concrete with a prsorilled hole of approximately the same site as the nom- inal bolt diameter, The drilled holes must exc ,,d the depth of anchor embedment by al least two anchor diameters to permit overdriving of an snots and to provide a dust -free area. The anchor must be hammered into the predriiled hole until at least sac threads are below the surface. The nut must be tightened against the washer until the torque values specified In Table 1 are attained. Minimum embedment depths, and edge and spacing requirements, are set forth in Table 1. 2. Post Mel Kwlk Bott•II: The Post Nut Kwlk Bolt -11 anchor is installed In concrete In a predrilled hole approximately the same slit as the nominal bolt diameter. The drilled holes must exceed the depth of anchor embed- ment by approximately two anchot diameters to permit overdriving and to provide a dust -tree area. The anchor is tapped Into the hole until the post nut head touches the material to be fastened. The post nut It then loosened by two complete turns and the anchor tapped again until the post nut Is again in contact with fastened material. The post nut is then tightened. 0. Spectel Inspection Where special inspection is required, Com- pliance with Section 1701.5 of the code is necessary. The special irtspec- tor must be on the jobslte continuously during anchor instWanon to verify anchor type, anchor dimensions, concrete type, concrete compressive strength, predrelled hole dimensions, anchor spacing, edge distances, slab thickness, anchor embedment and tightening torque. E. Identlflesfsa: The anchor, are identified In the field by dimensional chama ristiet and packaging. The padtaging label indicates me manufacturer's name and address and the size and type of anchor. A length identificetiert code letter is stafnped oo MS threaded end of the bolt. See the length Identification system In Table 6. 111. Whole Sudmlfted: Reports of tests in accordance with the IC80 ES Acceptance Criteria for Expansion Anchors in Concrete and Masonry Elements (AC01), dated January 1993. Findings IV. Flndings: That the Kwik Solt -11 comma suitors described !n this report comply with cite /494 Worm Ice lO, Code, :died to 111 following coedltloese 1. Installation dimensions and installation torques are neatest Is Table 1. 2. Allowable tension and shear values ere es noted is Tables through 5, 3. Calculations justifying that the spelled loads comply with this report are submitted to the building official for approval. 4. Spacial Inspection is provided es eat forth in Section II 0 of this repwA. 5. Anchors ere limited to intention In uncrackad cover,bs, which fa conereu,ubjested to fossils stresses not uesedleg 170 psi (483 kra) as induced by atonal loads, deformations and interi- or Sxpu vres. 6. Use of its/ section In misting wind and seismic forces is be- yond the scope of this report. 7. Use of the anehors Is resisting vibratory or shock loads, sucb u thou present to supports tor mciprocaling engines or erne loads, Is beyond Inc scope 01 this upon. 8. Anchors are limited to nonil»- reslstive construction. 9. Anchors err manufactured ay HIIU. Inc., at 5400 South /End East Awsee, Trite, Oklahoma, with atralify control inspections by Underwriters Lsborstorles lac. (AA -637). This report Is subject to n•aumfnation In one year. " ilttatioa repays 4,00 Enalusion Serriet, Me, an used solely so provide rit/orawrion to Chat *webers of IOW, utilising the rode upon Which the report s� 1 � sued Evalmwioxt reports are not to be:oa r rep ed as ua other maim .esthadet or oth aim nor tpeei/kally uddrrrnd nor as an endo►tentsnt or retontatgt• `*`jpA for are of the subject report, This repon it bused moon independent tetu or other terboieol data submitted by the opPlieent. The 1CBO ssryaluarion Service, Inc., technk.l stiff has reviewed the rent matt and/or other unto, but does not porren tear fotitilier so nut err tadtpardau verOcstioa. Thee is 4 t verranry by ICB0 Erofueetten Sav$Ce, fns., serest or Lnplied, ar to any "Finding" or other maser in chi report or car to any prodpet eoraed by the mot That dlleLl,ee intimates, bw Lt >rot limbed to, uunleantabaitt. Pao* lof4 ER -4827 Reissued Jury 1, 1996 bateelleTION ' 41010 Sat r • 1,000 pi 41.106 me nensool WO 84 UM 1 VIM thebethome ttertinthoOstesehied inches 1 2 1S/8 2!3 2I At 1½ 7 Z4 11111111/11111111 g 4 4 il 04 4 1 1 6 MINN 31/4 6 9 4 44/4 9 93/4 7 4 9 13 6 6 12 13 9 ' /4 Ser spreirgesepired to ohms 01113=11.111 working lesa (thane) 2 4 31/4 5 400 400 a- minims allows)* spacing between eschew (isdies). 1 4 2 1 " 2 " Nil 63/4 3 if 2 3 " 63/4 51/4 1; 3 3k edge them= melted to oboes astairteun westing less Oche) utilise= alloviabic edge themes (Inches) Shear i4110011 Sheer Tbssion 3 13/4 11 P/11 3 3 1 /d 2 els 2 2/2 Is/ 47/5 33/4 2 /2 2 AMNON 014. (rer a MI) 1 f; • 2.000 1 r • 1,000 pi 1 t • COMM% r, • too us nensool sew Towles , Sew TilillaINI sew -Th TeN111111 ewer Met BO. Sow WX1044 $s. "s�. MO flp. MO. Wilma GO. AN. WO Ie. Wes. %WAWA es. wee. WM SL owe MIlheoul. Il4I6� ti 1 250 • 525 125 265 A---1 400 310 550 155 - 2110 - 400 400 a- 360 590 110 295 ".. 400 400 430 625 215 315 400 400 2 3k 623 315 ' 400 625 315 400 625 315 400 625 315 400 3 tg 1 500 230 923 605 300 975 710 355 1,025 800 400 1,023 2 Iz 1.123 565 1 1,100 1.210 - 605 1.100 1.290 645 1.100 1.450 725 1,100 411 1.250 - 1.100 625' 550 1,100 1.810 - 1.300 1,234 - 2,165 650 615 000 1,080 1.100 1,840 1.840 --` 1.1 1.350 1.365 2250 675 680 1.125 1,190 1,100 - 1,840 1.140 LIMO 1.430 1,625 2.625 ' 2.625 * 725 815 1.315 1.31 1.100 V 2 1,140 1,840 1.140 2,115 3 1,750 1.950 875 975 lrne33 1.840 6 2i 2 4 1.460 750 2.1173 1,730 675 2.125 2000" , 1,000 * 2,1575 ' 2.500 1,250 4 2.110 1,125 3,125 2470 1.335 3.125 3,090 1345 3,17.5 3.925 1,465 3.125 --ra - 3.000 • 1,500 ' 3.125 3.2.50 ,.. 1.625 3.125 3300 1,750 3.12.5 3,925 1,965 3.173 31 3 1.150 '. 2.750 923 1.375 3.875 4.225 4,225 2,175 3,625 4.625 1.090 1.940 2.315 3.i75 4,225 4,225 2.500 4.500 5.50 1,250 2.250 2.750 3.175 4,225 4.223 3,033 5,060 5.923 1.500 2.330 2. 3,875 4225 - 4225 4 3/4 8 3,750 ' 1.1.15 r- 1 4 2.930 * 1.665 6,625 3.630 1.147.5 7.125 4,375 2,190 7,625 4.360 2,110 8,625 6 3.990 1.995 8,625 53 10 65 2,5 MS 6,673 3.315 6.625 7,875 3.940 8,625 9 6.090 3.045 1.625 7,110 3.555 1,625 L125 4,065 1425 1- 10,000 5,003 8,625 11111111111111 Iiilli11111111111111 DC *bile elevennes hole 6nelles) L =hoc l.s. (thieirsex.) (inches) 11. dined isegth sid. ease treed length (lathes) 34 imagism Kew (Stns.) Snidely sthal guide relate Cobs. sleet: [WILE E 1 /4 f 4 omr min. base rostena the:Wm Cloches) IlEak1=11111e1=11111.:1.31.111111111 3 111112.11111M111111 16 11=111111111111111111111 1131211Elell 7 WI 7 Mto I NMI 12 6 KBE ILT• 3 110111113111101 20 20 23 112 3 4 30 30 Fa. I PIO 2 6 1/2 4 /2 2/ 4 /2 200 200 325 13 drill Ms show metes digester (indict) depth of eerbedmese (mi1imi isesederd) (Ischia) 3 eel.3 tot is Per 1 WO w 75.4 u 1 Rif w 4.43 N. TABLE 1.4NSTALLATIOMSPECIFICAVONS embedment depth. whichever is maser TABLE 2--ANCWOR SPACING AND EDGE DISTANCE REGOIREMENTS, NORMALAN131015TCONCRETEI AM/NV For Sit 1 isen 25.4. 1 !Woo 4,45 N. IDeta is this table end the footnotes apply to all anchors covertd In this report. 'see Wag M ein fore load WS a $ W& reduce the allowable Wed by 50 meet. sing /4,,,a fore lasting% is tension. Mon the allowable load by 20 prom ‘WorSmed Al of wham enth mend ensbedmeau between the Fated embedment, use Hair inteipolition. 5 F3 sad II of whets *kb embetkinsets gnaw don the deepest embedment listed. est the value for the deepest embetheent shown in the odsle. 6 9/hes using SigkjA, reduce the allowable tension 106 by 30 percent. /When using S. reduce the allowsbk sheer load by 30 percent. TABLE a•■■CAROON STEEL KW1K BOLT-11 ALLOWABLETENSION AND SHEAR VALUES (In pounds), NORMAL-WEIGHT GONGRLTE For : 1 h 25.4 mrn, 1 psi • 6 9 We. 'See Table 2 for footnotes, 4 • I/4 3/4 114 a INal 1.4•111Miel 525 3011 Pt r:. t0 EIPIII 540 325 r,• 1 rr. Aft. la*. 110 SWAM Mmt IMO MANN 1116 OW 16S 550 250 15 550 2 SWIM 1 /1 440 520 400 27A 260 200 SSO 623 520 ala 150 520 550 520 260 550 550 520 550 ' ,107 320 260 530 950 53.52 625 315 1,1300 1.230 2 175 040 1.250 1.025 1,250 1,173 590 1.250 ' 1 250 1.330 675 4 1.000 500 ' 1250 1.14.2 625 1.250 1,350 �15 1.350 671 62 1,250 2.015 I/2 2 100 400 1,700 1,000 SOD 3.140 12 & 2,000 1,775 2,045 2.015 3 /2 1.350 625 1015 1.625 615 2.015 1.125 2,013 6 .1.375 690 2.015 1.765 110 2.015 2.1 ' 1,275 2,049 Sig 2 / 1.175 1.750 2 0 590 175 1.175 2.625 3.1 3.125 N 750 2.175 41 130 1375 *int 900 3.125 1.125 1.415 3.125 3.125 1.500 3.125 1,715 1.100 _ 1.715 3.125 N 1,450 723 2.700 915 3,100 1.225 4.500 2.350 1.175 4.225 2,990 1.525 4.365 3,635 1,115 4.900 4.375 2.190 4.540 2.730 1.375 ' 4.500 3.500 1.115 4.500 4.250 2.125 4.500 4103 2,400 4.500 7A00 1 4 12 6 4.125 1,465 2,063 5.700 7,000 ezmiaragmeg,m 5,440 3.000 7,000 4,323 1750 2.163 7.000 4.500 . 2.250 3.375 7400 - ' 6.975 3.440 7.01:0 7 7,000 9 5.250 2,633 7,000 7,075 3.750 7.000 1100 4.400 7,000 1,100 4,400 For SI: 1 inch .25.4 cam 1 lei . 6 9 kPa. Ppis 3 ot4 See Table 2 fac famous. AMNON WI CANAAN 1 /4 3 /e 1 /2 1/ a�rvn_x�. .e+.. btt. vS. w% r+? Y!.' Ix. � :r.:ni3dcNki] <N.R..dxcNN.�r+:R. a +:.TnfVM.Mat+!� smiseuvir oarntremo f la a 2 2 3 2 4 TAKE 4 1TEl1.KMIIK M AKSS71111 INfMVAWR(Mpur�dy; TABLE 5 -4CW1K BOLT -1I CARBON i1' EEL ALLOWABLE TENSION AND SHEAR IN LIONTWEIGHT EXPANDED SNALE-ADDREGAYECONCRETE? TTR001 t 4 5 15 15 25 30 65 75 3/4 3 135 4 - 150 Far Si: 1 Web • 25.4 slim.1 Ibis 4.45 N. SWAN tow- 0.::.000 w 400 /SS 1.100 1,370 1.140 2,480 3.125 3,170 4.135 w re.a.ld l0i x` 210 150 190 315 240 500 555 825 770 1,100 300 310 630 615 1.000 1.110 1,650 1.545 3.200 .lnab:M.a.v.u: nammassotie r. • 160 225 310 41S 550 800 785 1,150 1,100 1.673 �.- .... Yp Nr.:YWf`.'sPo�Rtt1i411h'R.y ¢:Y�.'1 +2CL.'ilS 1"��i!'::{ 360 450 625 975 1.100 1.600 1.575 2.300 2. 3,50 The tabulated mite et and shear •alaes an fa anchors installed is hghtweisht espasdcd shale- wimple moms having tine cosnpteUIve mast 41 the time o(+>6o18e- do . Game kuntgete must oomply with ASTM C 33045 and ASTM C 33243. •hears tension vela** an only applicable when the anchors we installed without special inspection as set forth is Section 1701 of the code. 3 Tbefa tension values are *My applicable when the anchors Ise i staled with special inspection as set fond is Section 1701 of ow code. Me& oft ANO4O of anchor Crochet> From � Up to but oot inCladia= a e b o l/ 2 212( 3 3 2 2 3 31/2 4 TABLE 6- LENQT14 IDENTIFICATION SYSTEM F G N I .1 4 4 5 5t /2 6 4 1 /2 5 5 6 6 K L M N 0 6 1 121 7th 1 192 P o A a T - u v w x r 9 9 10 11 12 13 14 15 16 17 11 7 7 /2 8 6 /2 9 1 9 1 /2 10 11 12 13 is 15 16 17 19 19 .. m IS ti 4 TO DISPLAY CERTIFICATE -1;: ... rr.1°,Y• Oikr- : FNFR4I S £ : - ...00 404C0 4 40 . 04/4/0.7 f CYIVE:11Att 091t0/46 .'�t.i GENERAL _bdN$TRUGT.aN...ton0 ►NY .. PO 130K 24506 • SEATTLE ISA 98124 -0506 1 _ DETACH : 10 . DISPLAY : CERTIFICATE DEPARTMENT OF LABOR AND INDUSTRIES 1141S CERTIFIES THAT DIE PERSON NAMED HEREON IS REGISTERED AS : VICINITY MAP AREA MAP GENERAL NOTES DRAWING INDEX CONSTRUCTION. DO REVIEWED PROCEED WITH CONSTRUCTION WITHOUT MUST BE ON sTE DUR OF DOCUMENTS, ABOVE MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO GARY - FALLER AT BUILDING 9 -51.2 COLUMN N /1, AFTER COMPLETION OF THIS CONSTRUCTION. SHEET N0. DRAWING N0. SHEET TITLE REVISION DATE 0.;. FROM DOWNTOWN SEATTLE MG COMY u – WORT a FF I 14-01 1 '1 ( BLDG. 21 -02 ADDRESS: 3417 SO. 1 20TH PLACE TUKWILLA, WA. (EAST MARGINAL. WAY CORPORATE PARK) AO 21 -02 –AO TITLE SHEET – 01.03.97 1A01 21- 02 -1A01 EXITING PLAN A 01.03.97 S -1 121- 002 -1000 ROOF FRAMING PLAN A 01.03.97 T : 900 \ m ‘,..-, 0. ; , o 171,°s,',4\ : i o /// % 99 /j '!: 7 • ,/, EXIT EXIT 158 1 158 � %j i ' /! c IT EX 1 PROJECT PROJECT CHECKLIST CODE SUMMARY /LEGAL DESCRIPTION 21 - 02 ' • I I 21 -01 J CHECK BOX 1HESE DRAWINGS CONFORM TO THE 1994 U B C U.F.C., UPC., AND THE WAC 51 -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH CITY OF TUKWILA ZONING. L. R ® B ®5 SETS OF STRUCTURAL DRAWINGS ❑ 5 SETS OF STANDARD DETAILS ❑ 5 SETS OF ENGINEERING CALCULATIONS ❑ 5 SETS OF ENERGY CALCULATIONS ❑ 5 SETS OF CONSTRUCTION SPECIFICATIONS ED 2. TENANT IMPROVEMENT (NON – STRUCTURAL): ❑ 4 SETS OF ARCHITECTURAL DRAWINGS ❑ 4 SETS OF STANDARD DETAILS ❑ 4 SETS OF ENERGY CALCULATIONS CONSTRUCTION SPECIFICATIONS ❑ 4 SETS OF CONSTRUCTI ❑ 3. MECHANICAL, 4 COMPLETE SETS ❑ 4 FIRE PROTECTION/ 3 COMPLETE SETS. / BRIEF PROJECT NARRATIVE 1. REPLACE THREE (3) SEPARATE EXISTING ROOF PURLINS WITH NEW "LIKE KIND' CONSTRUCTION ' a0t) SITE AREA (TOTAL) 1 720,100 SF (39.48 ACRES) LOCAL AUTHORITY. CITY OF TUKWILA LAND USE CODE... M–HP CODE REFERENCES 1994 UBC TUKWILA 1994 UFC (TUKWILA) OCCUPANCY GROUP B (NO CHANGE) FIRE PROTECTION. SPRINKLERED SEPARATIONS.(BU;LDING) 2 HR. TYPICAL, SE_ SHEET Al FOR ALL AREA SEPARATION WALLS AT THE 21 -03 BUILDING SEISMIC ZONE 3 FIRE ZONE 3 PARKING (TOTAL S ITE NO CHANGE ) ( ) ( LOTS 1 TO 16, VACATED BECK 3 AND LOTS 1 TO 8, VACATED BLOCK 4, IN THE PLAT OF RIVERTON, BEING A REPEAT OF REVERSIDE INTERURBAN 'RACTS, RECORDED IN VOLUME 13 OF PLATS, PLAGE 36 IN KING COUNTY WASHINGTON: TOGETHER W THE PORTIONS OF 34TH AVENUE SOUTH AND 123RD STREET WHICH ATTACHED TO SAID LOTS BY ITH OPERATION OF LAW; ALSO THAT PORTION OF GOVERNMENT LOT 15, SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.; IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHERLY MARGIN OF PRIMARY STATE HIGHWAY N0. 1 (SR 599) WITH THE WESTERLY MARGIN OF EAST MARGINAL WAY IN THE NORTHEAST QUARTER OF SAID SECTION 10; THENCE SOUTH 16' 29' 05" EAST ALONG SAID WESTERLY MARGIN 534.84 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 78' 43' 27' WEST 415.05 FEET THENCE NORTH 87 30' 37 WEST 726 40 FEET TO THE WEST LINE OF SAID GOVERNMENT LOT 15; 1 UNE OF THE AFORESAID 48 37 WEST ALONG SAID WEST UNE TO THE NORTH PLAT OF RIVERTON THENCE EASTERLY ALONG SAID NORTH UNE TO A LINE PARALLEL TO AND 820 FEET. FROM THE WEST THENCE SOUTH 0 UNE OF SAID GOVERNMENT LOT 15; THENCE NORTHERLY ALONG SAID PARALLEL LINE 376.01 FEET TO THE NORTHWEST CORNER OF THE TRAVERSO PROPERTY AS DESCRIBED IN DEED RECORDED UNDER FILE NUMBER 5612479; THENCE EASTERLY ALONG THE NORTH UNE OF SAID TRAVERSO PEOPERTY 474.74 FEET TO THE WESTERLY MARGIN OF EAST MARGINAL WAY; THENCE NORTHERLY ALONG SAID WEST MARGIN TO THE POINT OF BEGINN::NG. r i �rt', /ILA JAN o s 1997 PERMIT CENTER j- _ F — 11 ,\ ' I I 21 1 \ —03 J d - O I I \ 21 -05 � � ���`, 157 ' 1 �4� /i % � S i IN - Y r 599 0 EAST MARGINAL WAY T UKWILA CORPORATE PARK 99 j FROM KENT „. & AUBURN EXIT 157 900 \ I I \ \\ \ \ I \ \` I \ \ \ O N S O CALE EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE TACOMA AIRPORT PROJECT SITE N NO SCALE DEVELOPMENTAL CENTER REVISION EMERGENCY ROOF REPAIRS GM BY APPROVED 6-Y DATE 01.03.97 REVISION NG NFENISE & SPACE BY APPROVED DATE B 29-02 ERGENCY !ROOF REPAIIRS BOEING DEVELOPMENTAL CENTER 3417 S. 120TH PLACE TUKWILA, WASHINGTON 98108 FACILITIES DEeARTMEN 1 ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 Ir SEATTLE, WA. 98124 ACCEPTABILITY THISDESIGN AND/OR SPECIFlCATON IS APPROVED APPROVED BY DEPT. DRANK BY G. MILLER CHECKED ENGR. CHECKED APPROVED APPROVED -- n hl DATE 01.03.97 Sun. ARCHITECTURAL MASTER CITY OF TUKWILA APPROVED JAN 0 Q 1997 AS LiO ED ,( BUILDING DIVTS TITLE SHEET BUILDING 21 -02 iffettif Ile • FILE COPY L uhY- -- - __I 77: Flan CY-_-•: c7,r3 c.d omissions plac3 rcc3 not authorize the violation cf asy ac'optod code or minims 1lSOelpt of contractor',. copy of approved PIM -. By Data Permit No. I— l0-4'7 - 0 C:J 1 NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. NOTE: REVISIONS WILL REQUIRE A NEW PLAN SUBMTFAL AND M.AY INCLUDE ADDITIONAL PLAN REVIEW FEES. D.0 SHEET JOB N0. D G NO LAST REVISIO AO SYMBOL 21 -02 –A0 DATE SY■ A 1- W C.D Q Cn Ofl (/) 0 W 1 1 1 1 1 1 1 11 1 1 1 PREMIERE 000u0000 MEN Q 0 MEN JANITOR N BULK STORAGE STAGING AREA 1 1 1 1 1 1 1 1 1 TRANSPORTATION j AISLE 11 11 11 11 11 11 1 1 11 STO 4 4 a 5 8 1 1 1 O • 9 cri REVISION EMERGENCY ROOF REPAIRS a p GM BY ROOF SA DOLLY ACCESS LADDER STAGING AREA APPROVED (gM DATE 01.03.97 7 4 TRANSPORTATION AISLE 1 REVISION MRSA PERREEIE 0000000u © T Mai PCA L OF , a , t ow tatartestan FLOOR PLAN SCALE: 1/16"= 1' -0" BY 'I APPROVED DATE .47 4EZAW FACILITIES DEPARTMENT 430' -0" PURLIN REPLACEMENT ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 ▪ SEATTLE, WA. 98124 N6 S6 V ACGEPTABUTY THIS DESIGN AND /OR SPEGFICADON IS APPROVED APPROVED BY DEPT. INCOMING DOLLY STAGING AREA TRANSPORTATION AISLE INCOMING DOLLY STAGING AREA DRAWN BY EDDIE P. DLARTE CHECKED_ ENGR. CHECKED APPROVED APPROVED ( S8 O 3.0 03.05.91 N9 1 - L NI e SUBTIII.E DE QA WORK AREA ARCHITECTURAL MASTER -- V EXITING PLAN BUILDING 21 -02 ALL LEGEND: r IMMTNEN EXIT PATHWAY GENERAL NOTES: 1. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE BUILDING HAS BEEN CONDUCTED AND NO ASBESTOS CONTAINING MATERIAL WAS DISCOVERED WITHIN THIS BUILDING. CONSTRUCTION NOTES: CORP. PARK SHEET B NO. WC NO 00' OF TUKWIL8 APP 000) JAN U 8 1997 1 ED DIVISION LAST REVSION wu: -VIIJ> JAN 0 3 1997 CENTER 1A01 BOL 21- 02 -1A01 Ns TE As 3 /ix I Rs" LVL BA, 51DE -HU412 W1(lt) ILd C -oMMON TO GL-6 EA £NO 1.lOTE : }NT LOCATIo1 WNe21r IT IS !J. DT PG551SLE T aAC - LVL EA, 510E OF F_XISr)k& P)ZLII.l PLACE LVL 13ECOW EXISTIIUG "PORLN— SEC SECTIOL! "b/SI: 9 P1000-r GR uu1sTRUT (5) ,4T 4 "oC EAR 51DE w1(4-) 4zd? M8. ( 342) 11 Lvl W Kows II2¢ Mb 2'-o "oc 5EE "C /31" 4 co x o -4 sF11M 8LK _ EL FIAT t Li FR LVL AT Pl0 (C) /1x1( / LVL -- N4 "BACK PL +%¢¢'x5x ' W // (2) 1 / i M8 rH ) LVL - 49 s . 05 M may au ol. 5 wl .T, WsHR Woe. • STRUCTURAL NOTES: ALL WORK INCLUDING LABOR, MATERIAL, AND METHODS SHALL CONFORM TO THE UNIFORM BUILDING CODE, 1994 EDITION, AND OTHER APPLICABLE CODES, RULES, AND REGULATIONS AS AMENDED AND ADAPTED BY THE CITY OF TUKWILA AND STATE OF WASHINGTON. 2. THE CONTRACTOR SHALL VERIFY ALL EXIST.NG CONDITIONS BEFORE BEGINNING WORK AND SHALL NOTIFY THE BDSG FACILITIES PLANT ENGINEERING PROJECT ENGINEER OF ALL DISCREPENCIES BETWEEN THE CONTRACT DRAWINGS AND ACTUAL FIELD CONDITIONS. DD>REINFORCE FAILED 4x14 PURLIN(4x16 AT "SIM ")EXIST.) WITH TWO(2)3 1/2"x11 7/8 "LVL. SEE SECTION A /S1 ". 4 LVL MEMBERS SHALL BE DOUGLAS FIR "MICRO =LAM" L.V.L. MANUFACTURED BY TRUS JOIST CORPORATION, 2.0E Fb = 2485 P51. 5. WOOD HANGERS AND STRAPS SHALL BE SIMPSON STRONG -TIE CONNECTORS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY 6. ALL MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANU'FACTURER'S WRITTEN RECOMMENDATION. 7. ALL MATERIAL SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE BDS9 FACILITIES PLANT ENGINEERING PROJECT ENGINEER. 5. DRAWINGS DRAWING N0. 121 - 002 -1000 SHEET S1 (2) 3 x 11 LVL v4 A9.E. P, 5" Z/ w/ (2) 14' - MD 4 (F) %i7x 4 %2"H /LT/ KW/K. Bo LT EM6 u 362' Ipl2" ac S1 UCTUML N1 4 TE [T NTG 1997 'D9 "° PERMIT CENTER DwG NO AU, D,c, I LI- 062-1000 SHEET S MOOL Io