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HomeMy WebLinkAboutPermit D02-230 - SABEY CORPORATION - EXTERIORSABEY BLDG 2 3311 SOUTH 120T" PL EXPIRED 7 -17 -03 D02 -230 I - .-- - �,Gr �.1 ■ 1 • 1 4 .4f ( City of f k1a ace Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT • I z Parcel No.: 1023049069 Permit Number: D02 -230 . 1 Z Address: 3311 S 120 PL TUKW Issue Date: 08/29/2002 W 2 Suite No: Permit Expires On: 02/25/2003 6 JU 00 Tenant: u) o Name: SABEY CORPORATION J = A 2211 S 120 PL, TUKWILA, WA Co O Owner: 2 Name: SABEY CORPORATION Phone: g 5 Address: 12201 TUKWILA INTL BLVD 4THFL, SEATTLE WA u- D. a Contact Person: i _ Name: HAYNES LUND Phone: 206 277 -5219 - z (— Address: 12201 TUKWILA INTERNATIONAL BL, TUKWILA, WA Z O. W Contractor: D U 0 Name: SABEY CONSTRUCTION INC. Phone: 206 - 281 -4700 co Address: 12201 TUKWILA INTERNATIONA • • LE WA p F- Contractor License No: SABEYCI033KM .,� Expiration Date: 01/04/2003 = W ud • DESCRIPTION OF WORK: • L I p EXTERIOR RENOVATIONS TO UPGRADE TENANT ENTRY ftd1 OUTHWES ' ; ' . D TO ADD TRASH CONTAINER I.. Z ENCLOSURE ON NORTH SIDE. 7 � 2 0 ; ; I p3 z Value of Construction: $54,000.00 Fees Collected: $1,112.89 Type of Fire Protection: SPRINKLERS /AFA Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 0016 . 1 • Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. - Landscape Irrigation: N `, Moving Oversize Load: N Start Time: End Time: tt'pf, " `, ` Sanitary Side Sewer: N , t , ; Sewer Main Extension: N Private: n Public: n . {r Storm Drainage: N I Y h •,� ,0 Street Use: N i Water Main Extension: N Private: n Public: n ' " Water Meter: .., '.j '0.4 p , g, tiY �, � !!� Channelization / Stri in f � . ,, ** Continued Next Page ** ` 47;' 41,, 'Alt: z'' . t i doc: Devperm D02 -230 Printed: 08 -29 -2002} sf ++.,«.. ..«.ew rvvr.*......wawrdfry , rR:7 evilns01,1 Irtin'ub% . 1 [AL"."....-. • :�� ■ , � * C of l , kl Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 . Permit Center Authorized Signature: Date: �v� .-e Z q i z iF- 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 n ' ordinances governing this work will be complied with, whether specified herein or not. t6i v U • The granting of this permit does not presume to :ive authority to violate or cancel the provisions of any other state or local laws co regulating constru,io or the performance o wor' I am authorized to sign and obtain this development permit. w = Signature: � �_; Date: W 0 2 g 5 Print Name: \___� t�� c This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is H = suspended or abandoned for a period of 180 days from the last inspection. ? f i-O z u j U p • 0 — 1 3 ww U L!- O • I O H r ff, '"111 1,1 AS, * oval • z doc: Devperm D02 -230 Printed: 08 -29- 20021!„ 1 • r ■ ' {•r ,, (:) City of f kl Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z • Parcel No.: 1023049069 Permit Number: D02 -230 i z Address: 3311 S 120 PL TUKW Status: ISSUED ct Lii Suite No: Applied Date: 08/06/2002 6 U Tenant: SABEY CORPORATION Issue Date: 08/29/2002 U O W W 1: ** *BUILDING DEPARTMENT * ** -I H 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. w O 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be 2 inspected by that agency (206- 835 - 1111). u_ j 4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These co 0 ` documents are to be H W maintained and available until final inspection approval is granted. . z H 5: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). Z O 6: Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). 11.1 ui 7: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection U co agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a a � timely manner. w w . Reports shall contain address, project name, permit number and type of inspection being performed. H � ? 8: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the L I p inspector's knowledge, Z in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. v 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as 1 O I— , amended, Uniform Mechanical Code z (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a . permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances -•. governing this work will be complied with, whether specified herein or not. :: ti' The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws7 ;" regulating constructi n or the performance of wor �. t 4Vrt�:;t,ti 4 1 t A Signature: Date: Z� Q � `: G[u Print Name: 'e ``' "` iY.4,v;Y ' i Fiz`., , • doc: Conditions D02 -230 Printed: 08 -29 -2002 ' / ' G izotp'hoay3.5!'a2S +S . ., i.nrn , ,wt,.m. ,,,I..,t„„„..n..„,. , ,....... __ -- ._......»..u...,.,, .,. .. __,.,............,.,., a:.,,, ,,,„..vrxrw.. g4f..si4Kdn 04$9 { , - (-T Tukwila, WA 98188 �J $W' u 2 t CITY OF T UKV"'I LA a�; '' g Permit Center ) ''�'��% . �t•� 1 Project Number: �: 6300 Southcenter Blvd., Suite 100 r on '. Permit Number: (206) 431 -3670 JMO - 2 30 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name /Tenant: Value of Construction: '' c)1 t - I ^1 Cy 7 - , EX`rE - Rt 012 RONJc \fi I OA) S ZOOZ A 4 000. ©O Site Address (include suite number ) City State/Zip: Tax Parcel Number: 7 3311 .(-n-( 1 tifri FL c Tu ILwf C-A ,NA %2:)168 1 c z 3 c34 - °l0`1 b - O Property Owner: Phone: 1/3 M12. J, rtok/ A.. t- GcAz -t-s w,t~Y s • 1._. 1—C 2 o co - 2 2) 1 - - 1 o O Street Address: City State /Zip: Fax it: 1 2201 To le.w(L \ E U4 tO..J . LvD 5E rttk U. 9461(0E, 20 cc. - 7.-11)1 - Oq 20 Contractor: ' Phone: Jac? Y ConJS I I A1C- ZOCa -- 2 81 - 4 ZOO Street Address: City State/Zip: Fax #: IZZO t I 0 t ILA, lwre ZAkl c�1A-t. /D � 9tt6e? 2..o(D - 2 & Z t - O c o Architect: Phone: 1 r ' t - r - sc- - ry i 2O(42 - Z.81 -- 4 6100 Street Address: C ity S te/Zip: Fax #: ZZ TuV� O1 `Mt.A,- Li toAi : c- Errt.E' 9f511 -- Loco- 281 - 09 20 Engineer: Phone: 1c.ic1 Ni �l S 1 •10R't't-t Es 20(19 - 2�J - 1'o Co° Street Address: City State/Zip: Fax #: < Ce (o 9 Wooa t..A, vo Ac\i e; t.t. SEA1 tt /3 WA 96115 Zo c; - `,� Z Z - (o (o g � i I- Co tact Person: Phone: CC W 1 ) - A•rt. S �- L . 2,0(0- Z." t 1 -X219 0 . Street Address: City St te/Zip: Fax #: ' _J 0 I IZOS kowwtcn. \4-t� rtcw /17 c t l WN- 9?)l68 20(0 - Zce,1 - o`\20 co o Description of work to be done (please be specific): i = :)CT - EnO r_ 'R 0V'A, -- t O n1S " (.5 (�CrR- A..C�E - re - i A-r.) - tom C/U TRY AST L 1-t- k W E S T F_ GOR.n.. e12. •b.".Jb TO . - 7 l Lpns`t - ps‘1 nJ Sir 1:JJC.1,CiS V P. oN NOR -71 St DS . Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital g Q ❑ Church : Manufacturing ❑ Motel /Hotel 7 Office (n a Z El School / College/University ❑ Other I- W Z F- Proposed use: CI Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital Church ,1� Manufacturing C:1 Motel /Hotel 71 Office W O CI Church W School /College/University Cl Other 2 D J o Building Square Feet: /(37 existing No. of Stories: 1 Area of construction (sq ft): (/) O , Will there be a change of use? ❑ yes Z no If yes, extent of change: (Attach additional sheet if necessary) w w I-. 0 Will there be rack storage? in yes 171 no u.. ~Fo Existing fire protection features: a sprinklers automatic fire alarm 71 none ❑ other (specify) U HI- Will there be storage of flammable/combustible hazardous material in the building? CI yes 51 no O ~ Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Z I APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. El Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: r CI Miscellaneous . '� ■a- 0; 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 . r possible revision by the Permit Center to comply with current fee schedules. � % IL _t 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 , ! t _ Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Application taken by: (initials) , r r, ri ---o 2 o2 -G -d 3 SXS _ PLEASE SIGN BACK OF APPLICATION FORM i �"' g al 11 /30 /00 clpennil.doc ff _ q t al . v� 1 .or,?. "atte.. � -Yd�'t�" �l,'i7G, ': Sravhrum, .... +«c xa , ,, w ti� atr fl ^cm'i� . qv q.°' :s : irr;t,w�"f.xtr.V a s: xvrrrti ;r.,semiv.4, ✓ *rv.r.r.9ra:rm . —Y r.; 1.< .} * r APPLICATI " 4 S MUST BE SUBMITTED WITH T - • LLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ) ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ig 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). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ c 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 2O% 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, Z identify by size and species which are to be removed and saved Z Z 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use w only) QQ 11. Location and gross floor area of existing structure with dimensions and setback J 00 12. Lowest finished floor elevation (if in flood control zone) 0 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). W 2 J F— ❑ Floor plan: show location of tenant space with proposed use of each room labeled u) u- WO ❑ 71 Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of 2 any hazardous materials; dimensions of proposed tenant space. Q ❑ . Vicinity Map showing location of site 2 d t...w ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack Z = ~- layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of Z 0 rack. Structural calculations are required for rack storage eight feet and over. w w ❑ 7A Indicate proposed construction of tenant space or addition and walls being demolished U 0 ❑ a Construction details 0 0 P- I_ w w 13 ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water H 0 supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed w Z sprinkler system design criteria as identified by the Fire Department. w Z El U Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ~ w ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Z 0 ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. 0 ❑ 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 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ 0 Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State ` � ' of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will �, i . be required as part of this submittal �� I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS PPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF ' r■ l PERJURY BY T E LAWS OF THE STA . OF WASHI GTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNEI'O AUTHORIZED A • ' : ! / ; Signature: ' Date: .✓ A � .�..... • 2 Print name: f Ph Fax #: arm mob � one: 4.∎ed -5 L_tiiO , 2.D6-Z 5Z, Iq 2.06. bgZO , Address 1 ZZ0 1 ut44N/ I ►-AA 1 -ry..- IZN,6T IC?r%)414.- ., -.V,/p City /State /Zip S `E. 1 \, �� 9! ( & —_ 11/30/00 FRI r crperndr.dnc 1 1wYN.u✓W, +nw..m. fl1 i wr. r. w.. r.. n- +.wa...w«».:..:.wne.,ergs+Wt l��i�(' •Y„1bMk..xsyl.Kwm'MUN.wm arwM... n. urr. Y. A-' I.....'•. va.w»vrn.rwwv *...'+MM1.t.1^41P7 . - f _ `t.Cr . wNA w ,-- . a 4 v s'il ... - ity of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z I RECEIPT , : Z 1 o` W I Q 2. Parcel No.: 1023049069 Permit Number: D02 -230 W i Address: 3311 S 120 PL TUKW Status: APPROVED U 0 1 Suite No: Applied Date: 08/06/2002 : N tu Applicant: SABEY CORPORATION Issue Date: W Z JF- N LL . w Receipt No.: R020001269 Payment Amount: 675.25 2 M Initials: SKS Payment Date: 08/29/2002 03:25 PM a D User ID: 1165 Balance: $0.00 H a Payee: SABEY CONSTRUCTION INC z 2 n 0 TRANSACTION LIST: 0 N Type Method Description .o H Amount = V • h- Payment Check 33576 675.25 u- 0 ." Z . H ='. Z ACCOUNT ITEM LIST: • Description Account Code . Current Pmts BUILDING - NONRES 000/322.100 670.75 1 STATE BUILDING SURCHARGE 000/386.904 4.50 • Total: 675.25 , j • , it(91 1 i t re _; i Ielvh trl 1 viaglp 1:/.,toll - „- .._ f 4 ,7f "7Trlimiv doc: Receipt Printed: 08 -29- 2002 i? r. .. i. a....:...�- .,•� ...:. :.........,._�, w.•.. .i. .........,a.;...:.&i.s.,.. .. rc.ni. ..... a.. «.+,.,...,... n....e.n••..wocrm+..wnrtcas+ t!Ga*e7rr49AVR'sAfYnV�nA11 3i4i 1 .- - , . _,.4_, sokk. w .T a c;6,, �g Cit of Tukwila ' 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 • . Z • RECEIPT 1 Z � QQ w . t P arcel No.: 1023049069 Permit Number: D02 -230 J 0 Address: 3311 S 120 PL TUKW Status: APPROVED U 0 . Suite No: Applied Date: 08/06/2002 . u w ' Applicant: SABEY CORPORATION Issue Date: _I H N w w Receipt No.: R020001268 Payment Amount: 1.00 2 J u_ Q . Initials: SKS Payment Date: 08/29/2002 03:25 PM to d User ID: 1165 Balance: $675.25 H w _ Z I— I— 0 ■ Payee: HAYNES LUNDS z i ILI 0 I TRANSACTION LIST: 0 - Type Method Description Amount Z w I- H ■ Payment Cash 1.00 — Z Z v N } _ o . Z , ACCOUNT ITEM LIST: . Description Account Code Current Pmts , BUILDING - NONRES 000/322.100 1.00 Total: 1.00 r y � b t � l 7. a" 1 t ' -'' N !�S* <4ic'T ' doc: Receipt Printed: 08 -29 -2002 _ ••••-- . ,..., & t , , t. ! City of Tukwila , 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 , . , . Z RECEIPT : • re f Parcel No.: 1023049069 Permit Number: D02 -230 U O • Address: 3311 S 120 PL TUKW Status: PENDING N � Suite No: Applied Date: 08/06/2002 . J Z . Applicant: SABEY - BUILDING 2 Issue Date: co ~ IL . . ' : ' . . z Z i , 1 0 co o INSPECTION RECORD I ilk- i Retain a copy with permit O Y -- r - --.-, , _ __ - _ , .. ,_ . , - — I \ • Z 1 ,-- Z W C4 2 D _1 0 00 ) ) co c: INSPECTION RECORD , . Retain a copy with permit 02.-230 1 co u_ INSP ON NO. • PE" ; ve.. . u j 0 ;'..., CITY OF TUKWILA BUILDING DIVISION ' "• ; 2 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 g n u. a 4,..„,..; . Project: Type of Inspection: ,,.. 0,1 CA,4 4. C; ui 104,27.-- (11 x I-- Ad d rg.„s ii ,...., 2...„..45„ -- Date Called: Z . i .. Y.': , 1.- 0 Special Instructions: Date Wanted: (ain: ) Z I— , . ' " ?- 7_?° %— c ). 2 Pmrf ILI ui 2 D Requester: I : o . 0 V/4.17 , 0 — Phone No: i ! 0 I— , i ill i 1 i X 0 -:- Approved per applicable codes. 0 Corrections required prior to approval. I-- i 1 v , ...: Z ' ,.' COMMENTS: :- - cre Wi. 5ht. 1 ' u-i w 0 :': ,. • /2_4i.-4,1eSIZkuie _ A /E, e--(.... t 1 / le.;"..., 1..- 1 - I g‘ ( / .4 57 - 6, :: ‘•,;,. :'' . /7/ 41. 1C/ ' -/ :;: e9 t■' ,6 / LA.) -t-r iv.vf . : ■ ),-/ / i 69 i / /-7, (/ 6 , ? , ..isi . 1. ''.' 6? -e,.1- 3! / A e.".-2-i,4 0 rift- 7 d L. _ i r 1 l fl g i 1 ' 1 ■ 1 ,) :, / ..) I 001 --yle C , 00...‘ / ) (.4.,-;--/....e/ /y ..:' e L .... ‘, 71 ,.5 /./ 1/ 461 1 ... /WI, i a ,)) / 2 617 --1 ..... 0' / ,..y ! ' 2,, : ,--- •- er..x( • , r ,., : VON tt i 4.:.; •i 10,4, vr' ' Inspector ,,,, (-// Date: ts :' ilz ih- - 1 - / AttAiii— a.e je ■•••1 Pr "'• VW' or , j r r .,, ri • $47.00 REINSPECTI 4 FEE R QUIRED. Prior to inspection, fee must be 1Weit,t,41, _.,..; 0 1---1 paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ti 0 . Receipt No.: Date: .:- ;%.,76 .—.. ' • "."- •-• ' ' ......w,., .% 4 44;`:. 44 , . 4 . 4 , ' ,T ' . _':4-I • Z , Z ILI .. .. CL 2 ' i i 0O T ` INSPECTION RECORD 3 i � \ co W " � J = _ • Re tai n a copy with permi ~ '• INSPECTION NO. PERM1 + LL- CITY OF TUKWILA BUILDING DIVISION • 2 ' -. \': }, , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 — Typ Inspection: ■ j Project: e�a� y� N c , Lorp roue\ al(or fO Ihr z w 2, Address: . 1 . Date Called: F- _ Z.. t 1. ,- Spe cia Instructions: Date Wanted: a.m. z 0 ���( of O7... p.m. W W . V‘ V` � . \ r Requester: t Phone No: O D „2C) - 3CIL- 6 \ 5 L l ` W . i .. Appro per applicable codes. 0 Corrections required prior to approval. ; H : u. ... COMMENTS Z F-, \ ra,4� -PIAC 10501P n IA ! 0 ~ t. ' : - . ' A ) jf4\ St C1.e c 4 )Ul Irt i Z HH ` ' . : `tom 1 r • .. . P fz7•' 1_Kty. t,gFg F ig ' 1 , r` S - Inspector: t f 7 '- Date: 9.-.�~ ' r' yy —' ivy r }� �, i; $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be r.',� s. � ` ' paid at $300 Southcenter Blvd., Suite 100. Call to schedule reinspection. fr ,f, It '' Receipt No.. Date: i. s: ; i, '• 4- 0.:r'., u'+ 44.V.fr.. ,4,4044^ L v,c,.: {E n1Y,is. G,t'. ,i- %•.V S • , . -,.:. Z H . W k ` 1 ', - W ce JU PER INSPECTION RECORD r � i N o f: ;. INSPECTION NO. Retain a copy with permit N • � -� i CITY OF TUKWILA BUILDING DIVISION • "" 4i "i+ U) uj ii. r. 6300 Southcenter. Blvd., #100, Tukwila, WA 98188 (206)431 -3670 }- - : Project. , i Type of Inspection: Q M Address: +� Date Called: _ CI 3311 S 1Q �I -0-02 1__ : Special Instructions: Date Wanted: a.m. - Z I — ? 9 -3-0 p.m. ZO Requester: \ r , W W r. V L�v\\ t 2 n • Phone No: C.) N 0 1-- j,';• W W El Approved per applicable codes. Corrections required prior to approval. H U r " £' COMMENTS: U. Z • r tl' rr \ W W G� \ r i tit () In — >P it +m j "- 17: _ V►n t 1.5 \o-e () t' � A z i:. ;: Y � kv.S px: c `1 1 D►' i i � 1 =3n I ry — Ih, .R GA p )( 7 �W G - a Vr ' ('\ 2 - k - L 7 7 f'` \roe )-- k . 31— -. S. - 72, , '1, . • It! f fr g ypt,!'Fi'`' Inspecto . '` 9 - �, Date: �_ 2 i, 41,1 . . $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be k.N.03,W , . � ❑ pa id att300 Southcenter Blvd., Suite 100. Call to schedule reinspection. � , ' s, Receipt No.: Date: y �p .nt.. : 42W7Wy j' t aw 4 i F =a 1. 41, "• � . . .. 4 - * .ai8.0? a " ' t Vai: 4-,4 a4 9 +1:, t,40x,zas )..4F40;4',i : `x;;4,4„. "xx' 1 r , . — , T — -- - -- -- - - r- • - • . <.. • PZ.....-- CASCAD TESTING LABORATORY, INC. TESTING &INSPECTION 1 ENGINEERS � 1 7 8 5 T .swpp IOUS KIRKL N.E. 126TH PLACE {i r RT N.. N0. KIRKLAND, WASHINGTON 980 � p EVERETT (425) 259 -0817 DATE ) I CERT. NO. PRO � FIELD REPORT SAN 1 6 ZOOS , D D � / 3 O / M Lf 7 EC COMMUNITY KA 1 0 I'e(- Co to rZ F�/� OEVELOPMEN 1:LOCATION 1 TO: Ol J tI�I• .1 LeJ l 12.c...1.. N o 1a 4. r uSd" 33,1 NO. 1SWNER Q ?L 54A�^T'e 1Ot'� BLDG,' Z 9� 130 ).,., u.,: P -J e. Sc , Doz - 23 a ) i z • I 1 Q WEATHER _�� TEMP. AT AM W YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: /-1-t) ' ", '!.S �e.,lkGd L A..) 1 +1, 14 I� / L Mt w%. arA S gig_ Z. • A-11 1'h it.e 4 d, 1-1 o le-5 c.c.) a Le- V A C LA rw ecQ o k.� �'. i e, a's f9.1002_-- r o q.Pocky e l: , y-- LA s ed C )-�'.. 14. t 1 3 - 0 ( pi a c. e. 5 i' 4 r L� . 1.,� r ig r ? �- i • . ' rrtil P, R , TEST RESULTS APPLY ONLY TO THE ITEMS � � `'� G �' e J...L ..,:: »i ika.. ;,. ' HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME D { `' "'` a' BE REPRODUCED EXCEPT IN FULL, WITH- x .4 ,.,•-F''`" OUT THE WRITTEN APPROVAL OF CASCADE ' . i �'' 1 i: �4��r� ; . TESTING LABORATORY, INC. INSPECTOR SIGNATURE . �" REVI 8/00 SIGN BY ...."-71.,,,,------1-) H �+ v j �j7( %Y ii %S4r'S COPIES TO: * rat I /l f . I ppM! ..: .. 4 ' •.�•.; .J..o-..,<.a.., �: ;. ,.,.; r .. ............:.....,. ..,..- ,.,............:.,...... .. ... •. +r:ro.,wr „N.:em:n:... , .,., .. <.,......,,....,.. ,......._ ... - .:S.;.ya... . ..10-.., .. ,. , ... a , x, ..,a > ..,.., ...., a - :'f! i.'a . xi }S iLFt'rf 7 1 I i - - t,cr -- -- "C" . ■ • SENT BY: ENGINEERS NW ; 2065226698; AUG -16 -02 11:52AM; PAGE 2/3 . T ' :E :N - \; T EN GINEERS NORTHWVEST INC. PS STRUCTURAL ENGINEERS • • • 6869 WUUULAWr. AVE. N. E., SEAI1'LE, WA 981 I S (200525-7560 FAN (206) S22 -((98 ;i Z � H w W 2 1 g c L4 1 J , e 4 c& or U O . 0 :,. ENLARGE EXISTING OPENING . J x . InZ►- afi.&East RECEIVED `� `� l,ck rwaa WA CITY OF TUKWILA w o �p��,t AUG 21 2002 a . cc . _ _ ��� 2 6 02 FILE COPY PERMIT CENTER z co w �� hd,ii�.ty� I understand hat ih a �'I.��I; - ,.;;,.;,,,GIs are 1-- o _, C��i ° 1 .r ::;!: ::; .,:i to errors and omis3I..ns ,v: .., „F z 111 iii i-• � "� ` :'. _.... dc. " col......;`. 7. the VIGi • ' 1 D p • ST CTT R A L: CA I.t r+ N S. o I AUQJ ST 2002 ; �, 47 �c � P iii N • ENW J08 NO. 99149005 a • z o /-` r ks o ,d . lST t IVNALE . DESIGN CRIT ZZ . CODE: 1997 Ut3C WIND: 80 MPI EXPOSURE 3 SEISMIC: ZONE 3 . I I INCOMPL T� � , k �z r,:zr LT R# � .} '' f I t1 . r v.rY A?:4J f P , D (:)2 alb 31 0 •' 2 ' T ( i 1r • • .• ..xeLtl.r?s1::W : r.•l.a : n.]u . vPJaI L. a1:: a+.LaLitL'wLll["lu /a:>i4�uiuwa. l.�n:.LL• • M: 5D. u » : .. . ..... -:.. .......•.............ve.. t ..... Jn ........ . . . • t 1 . I . , - - -t i- ---- -K7 ) , SENT BY: ENGINEERS NW ; 2065226698; AUG-16-02 11:53AM; PAGE 3/3 . .1 1 4 ' • ENGINEERS-NORTHWEST INC. P.S. SHEET OF • 6869 WOODLAWN AVE. N.E. (SUITE 205) Rev, 6/6197 SEATTLE, WA. 98115 HSS 913/99 ,• Z JOB # :•'...57::•: JOB NAME ;-kojeitiOef•::::::;.:.:::::::::::. , 11. 1-- z w IX 2 FOR : - DESIGN of Square Tube Steel (HSS) Strong backs a new wall openings, etc. 6 m -J 0 WALL STRONG BACK LOCATION:- : NeiiiRalitiiietigeir:0 .. ."7,'::`: . :•:.*:Y!'.5: : : : ,: : !:::•f:I':::',:'. 1 ::::::".::.: : ::: : ... 1 1',: . ::::.!:•Z;',:::f.H:l'?:", : .:::::.:;:.'..::::''.::.'.:r: o 0 0 i _ ,::: input OfiiiS -:.:.:::::..."...,..... ..... ...... ,,,...., TOP 110 O = 17 .33 ft. i f - ROOF ( Wall support ht. ) 11.1 i ...i 1-. i .,. ..., CD u. 0 Y 1 WALL ---- ---- """ h..3/4043:::i:;:] --)-<--/-- ---> u.1 2 ?-_• 1 . ..1 - -- - '1). g 5 FISS. STRONGBACK -- 1 __ 1 ,-- H 0 itiOL n = : --> 1 I OPENING I . .... .•• A i hP = tai ___ Ii = , -" -› . w Conn. must occur — 0 I I III between 1st. conn. I Z • •-• ----3• •• I *>. i '". 0 . above top of door & ' I • , " ft =1.:% • • ■ It floor (60" o/c max.) 1 . 1 - f -:.- ', I , , ,, v „ It _ „ It _ , ft _ loading 4 - L ` • I ->" '<. . - 7 '• 2 . _ - _ 1 ..... . .) . -<.- _ 1 4 . 0 w ! 000 wind load ---• ::: psf 0 1— 1 seismic load = ::::'-:46:9:k psf ILI w , . Trial Sq. HSS size 1,betiiiit;:::::::,::::,:::.;:.:•:::: lateral design load = . 16,90 psf I 0 . .. I— r - II I PR 48 i OVIDED .5 n , 4 T = C = • 3530 *(conn,just above door) 1 !Nap. 41.86 in. T = C = 2731 # (top connection) ....: Z i LIJ w S PROVIDED -= 13.3 in,3 M EXIST = 1 . 7686 i IN WALL HEIGHT "H" ) C.) ! 1 m TUSE = SREC'D.= 4.87 in.. 16389 ft-ft 0 ACTUAL DEFLECTION = 2.20 in. T mem = 3530 # a VVALL =VMS Z ALLOWABLE DEFL.(12H/150) = 2.44 in. V max.= 2320 # ip) TS BASE CONN i WALL WITH HSS 7x7x1/4 STRONG BACK IS OK FOR LATERAL LOAD SHOWN HSS 7x7x114. weighs 22.42 off 1 ; . RECEIVED CITY OF TUKWILA ) , AUG 2 1 2002 - ' • 1;* V i . i "'..-,■ : . , : i _ . — 't I1 P PERMIT CENTER ti ' ..._.); , gft , ,mk "-1-1/•.; • .) • qi . ,1; i j - ,„.., , 4-si 4 •,..,,I, r 4,r - • • i 4, A n ■', , ,..,:ic f i:r2,‘'ai6; Strongback 713112002 Pagel STRBACK.XLS OaAA% ., , . I „� �;,'; Ci of Tukwila , y Ot. '� ' f Steven M. Mullet Mayor i. a ea f i � c ��'� i O .. , 4 : z ' Department of Community Development Steve Lancaster Director rt °' ............ ' • 7 908 Z June 6, 2003 � 'F” Z re al Haynes Lund 1 • 2201 Tukwila International Blvd W p Tukwila, WA 98168 • W = ■ J RE: Permit Application No. D02 -230 Co Thank you for your cooperation in this matter. . Sincerely, ...,_ 9 ‘ 0,e_e_4. : ,44a,e0e...ef..,e.., ; Stefania Spencer Permit Technician 4, , i ai Xc: Permit File No 002 -230 !':i {X jr ' Bob Benedicto, Building Official , V ?' w ' i #0,t 4, k ' n } ' ,. 3 '0 . k t ' lt + . ..u: . e.; S, ` 6300 Southcenter Boulevard, Suite #100 • • Tukwila, Washington 98188 • • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 t ' ... .. .n.; .:r .il: Aucatu ..Lr�:rti::r:riaatu..irr�:... YO.n, s.,.::1.. ,..«.wew . .. ». ^•.••• ^•w ••••• ••• -r•• . • ... ••. ,^ •,•••..•^••e....» e, »,»nn axitx-.. w: aSnt aNS55u.". i. ntlzfu" 1 ^•.ti�$ <''63 . . lit- 1 I ., .- . - - - i .C/ - " --- .' - , • � , 1 •• _a: n� , r ;, i G� City of Tukwila Steven M. Mullet, Mayor �I U! i ts; : -I '' . a `•.. , ea' . ? Department of Community Development Steve Lancaster, Director 1908 -- . August 13, 2002 z ,. Haynes Lund rt III 12201 Tukwila International Bl i; o Tukwila, WA 98168 N p • W= RE: Letter of Incomplete Application #1 N LL Development Permit Application Number D02 -230 W O Sabey Building 2 2 3311S120P1 �Q N I Dear Mr. Lund: w Z This letter is to inform you that your permit application received at the City of Tukwila Permit Center on H o j August 6, 2002, is determined to be incomplete. Before your permit application can begin the plan w w 2 D review process the following items need to be addressed. UD N Building Division Ken Nelsen, Sr. Plans Examiner p 1 206/431 -3677 W U 1. Please provide engineered analysis for concrete wall saw cutting and reinforcement design. a. z 1 . W Please address the attached comments in an itemized format with applicable revised plans, specifications, i= H and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications O z . and /or other documentation be resubmitted with the appropriate revision block. . In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3684. Sincerely, n a - ,( ,_ :�,' Kathryn A. Stetson ., Permit Technician ;640 ti 1 encl , '', File: Permit File No. D02 -230 ^F ' Vs% • 4 ■ 6300 Southcenter Boulevard, Suite #100 • • Tukwila, Washington 98188 • • Phone: 206 - 431 -3670 • • Fax: 206 - 431 -3665 r., ,,: ...............,...._.....: ._,,....- .....- ...,.,.. ...... ,..•w«rrw.r CYUYMt�N�k6V9.f -1 .- !7"____ _ _ - . ...., r i PLAN REVIEW /ROUTING SLIP I 1 ACTIVITY NUMBER: D02 - 230 DATE: 08 - - , PROJECT NAME: Sabey Building 2 z • ~ r SITE ADDRESS: 3311 S 120 PI re w i U O • i Original Plan Submittal . ( Response to Incomplete Letter # I N o Response to Correction Letter # • Revision # After Permit Is Issued -J I N o w D EPARTMENTS: i G I 19.22.02 Buildin Building Division Fire Prevention n Planning Division El = d �w Public Works n Structural n Permit Coordinator X . ? I z DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-22-02 D o U N Complete [ Incomplete C 0 p o H p n Not Applicabl w I I - w Co mments: i 0 tii z N t U = j Permit Center Use Only I- 1 O INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ID Fire ❑ Ping ❑ PW ❑ Staff Initials: . TUES /THURS ROUTING: ' i Please Route d Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: i ■ APPROVALS OR CORRECTIONS: DUE DATE: 09-19 -02 i V f.. Approved Approved with Conditions Not Approved (attach comments) n ' , pp n pP pp , N i A ' Notation: ;tl�w C ` � :� REVIEWER'S INITIALS: DATE: �'� ✓ .�, {`' t Permit Center Use Only ' ` CORRECTION LETTER MAILED: 1 Departments issued corrections: Bldg ❑ Fire Ping De p g ❑ g ❑ PW ❑ Sta ff Initials: , Documents/roulingslip.doc 2-28-02 '�> 1 ' � M :�S i ` .. X k `i - «, ■ ,., ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -230 DATE: 08 -06 -02 PROJECT NAME: SA BEY BUILDING #2 a ' _ i • SITE ADDRESS: 3311 SOUTH 120 PLACE . I 1 X Original Plan Submittal Response to Incomplete Letter #___ v 0 i � w Response to Correction Letter # R evision # After Permit Is Issued L11 1 CO LL 1 w j DEPARTME TS: u a I .�d PI' .ot q). S-(Li -o /) h 8• $ • � ' Bui in Division Fire Prevention co d � ] Planning ivision (� � W I Public P run orks �D L Structural itia, DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: ❑ P erm Please Route ❑ Structural Review Required ❑ No further Review Required ❑ it Coordinator ? H ZO W DUE DATE: 08-08 -02 j p U Incomplete V Not Applicable ❑ p W W i = V Z Permit Center Use Only U c INCOMPLETE LETTER MAILED: 7 LETTER OF COMPLETENESS MAILED: 1 O Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: (�� Z TUES /THURS ROUTING: REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ DUE DATE: 09-05 -02 Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: trsti Permit Center Use Only �;` CORRECTION LETTER MAILED: {� "s i ~ . Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ;t t �; <: . mik ^S _ PERMIT COORD Documents/routing slipdoc , "O LJ� ...C# ,3a. -r r pr* __( - - - — _ . -- t el41LA, h;''., 6 t 9 City of Tukwila Steven M. Mullet, Mayor 1'•. , ao: ,' 2 : Department of Community Development Steve Lancaster, Director It A " 1908 1 L\ III''' ay j 'Y� i : . re 2 l . . .. ....r , .;,7: _.. , ... .. .. ..- . ,. .. . ....0 ,.. t. s .. R. .-.. :c.....,.;..',.... .. .. ,........ . .,.,, I _. ...._- C -J U ' Revision su must be submitted in person at the Permit Center, Revisions will not be accepted N 0 ti through the mail, fax, etc. W =• • 4 N U W O Date: August 19, 2002 Plan Check/Permit Number: D02 -230 2 I N I 0— } Summary of Revision: o H . I Structural Calculations are attached herewith as requested. I 1 i i E s • '' 0,1;4: i . Sheet Number(s): Structural Calculations by Engineers NW, Inc. dated August 2002 .. "Cloud" or highlight all areas of revision including date of revision. - Received at the City of Tukwila Permit Center by Li CVY ' e Entered in Sierra on g' �• l' 6 Z 1 ", F "ol p ice 6300 Southcenter Boulevard, Suite #100 ! Tukwila, Washington 98188 ! (206) 431 -3670 ! (206) 431 -3665 ' A ; -, ^..r; ,;:: f `,..�•... .•.: 1,.. �:.:.::.. 7.l.. al sJi. a:. Ll. bfia. IJ.ali +.••'a...,:..da. «...i..SC 6... • 1Lrtl.u:a:.t�X;: .. eyYYyRIWUrNwN , w•.rv, .., . . ... - «.... -.. ..- ...waen' —.. wiwr+aa'H>nWMtfi .•,y t!(t l . 1 1 i . -- . . : F DEPA1 : LENT OF LABOR AND INDUSTRIES i REGISTERED AS PROVIDED BY LAW AS t; CONST CONT GENERAL t1 ti • REGIST.'# ''EXP. DATE ' ii CC01 SABEYCI033KM 01/04/2003 . 1 EFFECTIVE,•DATE . .t - • 05/14/1997 • SABEY CONSTRUCTION INC Z 12201 TUKWILA INT'L BLVD ; i-- Z ■ 4TH FLOOR g l SEATTLE WA 98168 -5121 UO t CI 1:112 .O 2•111N111 ;v "I W W . {1( •. � v 7 -, • -- gJ'Y 'S • C C -4 - � - C 1 C-- -C, -•. _ .,..._ -• • - 7• .. _ - - - - - T - - - -- •- -�C -.. _ _ _ Detach And DiNrLq Ccrtiliu•ate CO LL; • . ga M Z W . . I-_ I REGISTERED AS PROVIDED BY LAW AS - ZF'. CONST CONT GENERAL REGIST. # EXP. DATE w w CCO1 SABEYCI033KM 01/04/2003 Please Remove And Sinn n a.. • EFFECTIVE DATE 05/14/1997 U N . Identification o SABEY CONSTRUCTION INC Card Before W 12201 TUKWILA INT'L BLVD Placing, In = v SEATTLE WA 98168 -5121 Billfold I o Z. W w Si;;natuN F:. Z• I Issued by DEPARTMENT OF LABOR AND INDUSTRIES 0 ~ ' .1 .n$_.(iIut Ism., . • 1 .. , • i i :i . c : ^r �; . 1'}f. j3'._ } A i r' a = : N`: .,i . its. ;ft. , N ur ; 4 tsxv} t'?" y y,: : sW �� ,, : r . s` . ':.... •...:_. i_.:. t.,4_. mil: Jig.. s.. w..- ,.�..t.a..- ��..�,..a1J':...c. __.'J.wt. i- ,-- .^..- .-c..+...«, .« ....... ',. .. .. , Pro Bu i ! dinq 0t I Da ADDRESS OCCUPANCY PROJECT NAME DESIGN CODES SAIL I3EY ,� -7 L 33`' BOUT 00T>4 TYPE B OFZiGE FACi� T1 r V 6 �NTENAGATE EAS' 199' UBC, t99' JFC. 'JY' VC, *Sr aFG. PlaB NEC R J L D N C • 2 1 9 9 4 s i A ' •e G T V + SATE Vi a " CODE (m AC 5a -T- J NI L- J " 501 [ ' 3 ' ' , Iu4 5►MCaTp: ,TA �rtJ►�►TioNS F c J e eAra�le A R C H I T E C T U R E -� D Q i IN TERNATIONAL GAIIIAY EAST . i r CONSTRUCT10N TYPE ► Wu+ Tai WWI FREE F„� S OR rESr#4 (mac 5: -30) ~ A ►2 !IJ�A INTERNATIONAL DLvfl. TYPE v -N (A. s ypt ed oy yr s ty or Tu ts. WAJ - Fo! 5 � SQUARE FOOTAGE OF WORK AREA _ ^ '° 1'` . TEL: ( 206) 281 -6100 TOTAL FLOOR AREA BUILDP. 2 - 10' SF. ii" 1"..4, E Z A E T: ^ CONTACT: JAN 5ADEr - r Yom'; - e2a1 D D D oVA t; n of Wo - � �- - ' T IL�'��C1 O r rv IFIX" � FUND Ft - " or wtg«craa Exterior renovat;ore to iq grade tsl +. envy at southwest caner end to add trash container enclosure 202 on north skis • O ff. , r, J' CONSULTANTS Symbols Project Site Data Project Team y ntV `t ° Lyrw lelkir : ADDRESS ZONING ARCHITECT: CONTRACTOR: O GRID LINE © 5ECTION NDICATOR 3311 SOUTH 120714. NIGH MANFACTIJR1NG HMSTRfAL C@ TERA-EAVY SABEi" AP2C NITECTURE SAINT CC NSTRJGTIOPI INC. - '` - ® Tt Ita, Uleshington V3168 FOURTH LA TIONAL BLVD. 8201 TU1ULA RTERNATIONAL BLVD. ,Jtr- - FOURTH FLOOR !x SEATTLE, WA 98166 -5121 SEATTLE, WA 98168 -5121 0 DETAIL MDICATOR HALL -..- ROOi1 NA` OWNER SITE AREA TEL: (206) 2T1 -5220 TEL: (206/281-4200 FAX (206) 281 -0920 FAX (2061 281 -0320 ® 30001-0---- Rpgy NirBER IrNTERNATiONAL GATEWAY EAST LJ-L TAX LOT - 102304- 9018 -05 CONTACT: 441TE5 Lfl�D CONTACT: THERESA YEE D201 TUQULA NTERNATIONAL BLVD. AREA: 4620386 •- ACRES SANDRA BUSKiC _ ^ SEATTLE, WA 56i68-521 - FOURTH FLOOR i ALE COPY T rti -- - 4 2 ELEvAT1ON NDICATOR A REVINON INDICATOR TEL C 4+1 00 CONTACT: Index of Drawings are -' '` j i ` I MO ra s si -4 I �- Abbrev ations j LEGAL DESCR IPTION SEISMIC CRITERIA p;ar.s does not �>.;�- 1o(�z�::ne ti����� � --; �_� f - -1 l e - --- � ,4RCI-4 4L �cpi cr3e or c.rd�nart�oe. Rece;c:: - - - NE �i OF THE SE i4 OF THE SE �4 OF Ti$ , 5EI5M1e ZONE: 3 ac opted .ed J 4 V1' TYP. C C F4A L HEIGHT MB GENERAL AFORMTIOK PIa0.Jr`�T DATA NOTES 1"3itGf S CCpy o` o`red pi er ;� �� = d - - '-" "'� f ACT Air Lai C. Ili KIT Knolls DOOR FUMBER RECITE SE y4 OF SECTION 9 AND GOv£Rf4"IENT ACT Acoustical Cell Tile LOT 15 AND SW 4 4 OF THE 5W 1/4 CF A2D ORENTATiCIN PLAN, B'LAFG D PLANS t �/ 1 l ADJ ru�,Juetable/Ad,jacent LAM Laminate > t PARTIAL HEIGHT SECTION 10, T23n4 R4E. WM CITY OF A3J SOJ N ELEVATION UtALL SECT10Nl i�ETAILS TI)41ALA KING COWTY UlASFNNGTON „_ -,-- ALT Ar.errnate L1= Lineal Feet RECITE A32 SCREEN WALL ElI:vAT101� UNALL SECTIO DERAILS : ` . _ r - MO Aix odiz LTG Lighting By • _- _ -- - `, _, Date C/ C �! - MOD Anodized MAT Material w AF'FTlDX Approximately MAX Maximum • / SO ARC H Architect ra l MEGH MecFtanica l At MED Mezlun ME2Z Mezzanine SPECIFICATIONS BLDG Building MFR Manufacturer I3LK'G Blocking MI5C Miscellaneous 81"1 Beam lit tai DIVISION 1 GENERAL REQUIREMENTS DIVISION 2 SITE WORK DIVISION 4 MASONRY DIVISION 8 DOORS and WINDOWS 8/5 Buildin Standard 85Mt' Basement N North 1.1 GENERAL CONDRiONS 2,1 ASPHALTIC PAVING 4.1 CONCRETE MASONRY UNITS 8.1 CURTAINWALL FRAMING SYSTEM _ -_ CAB Cabinet N/A Not Applicable "The General Conditions Of The Contract For Construction", AIA Patch and repair all asphaltic paving disturbed by new A. Concrete masonry units shall ber the product of a single A. Framing System shall be Kawneer 2250 LR Curtainwall System, or CIRG Circulation NIC Not in Contract Document A201 -1987, Fourteenth Addition, Articles 1 through 14 construction to match existing. Maintain existing grades. manufacturer. Unit types shall be as follows: approved equal. CLR Clear or Clearance NI_ NKsibT LIGHT NO IGHT CMU1 -- Split face, Khaki colored B. Units shall be 4 " deep, single or double - glazed as indicated r Inclusive, are fully binding to this work. The contractor and all X" cl_c, Cell subcontractors shall read and be governed by them. DIVISION 3 CONCRETE CMU2 -- Ground Face. Khaki colored on the drawings. Center Line NOM Nominal B. Provide units of sizes and types indicated on the drawings. C. Finish shall b. Dark Bronze #40 Anodized. NON CGt iB Not oS Provide corner blocks, end blocks, and other shapes as required I D. Provide orefinished aluminum breakshapes. 0.080" Thick, of cc Contra g Na to All Q,xale oric shall 3.1 CONCRETE for continuous exterior appearance. matching finish, where indicated on the drawings. Col, OC On P Contract Charge Proposal All nohu c to the applicable building codes and A. Reference Standards ACI -301, ACI -318, UBC. C. Seater for masonry shall be Masco Siloxane or approved equal. E. Provide all required fleshings adjacent to curtainwall system. Canter ordinances. s ces. In n caass e of any conflict ic t where where the methods or standards C 4DPNG Opening ONC Concrete of installation or the materials specified do not equal or exceed the Ste at 28 days shall be as follows: Apply per manufacturer's recommendations. Finish of ftcshing shall match curtalnwall system. CCI Construction uirements of the laws or ordinances, the laws or ordinances shall Footings 3,000 psi F. All glass shall be the product of a single manufacturer. Glass OR tDppoai Walls 4,000 psi 4.1 MORTAR and GROUT types shall be as follows, or approved equal: CANT Contirwoue ORI G Origk>d I r Minimum concrete strength �• govern. Notify the architect of all conflicts. Exterior network 4,000 psi --.1_ CONTR. Contractor A. Materials: GL1 -- 1(' thick. heat strengthened glass #2 -743 Harnorry Solex WORD Coordinate PETa1 Permanent n°nt 1.3 LANDLORD REQUIREMENTS B. Air entrainment shall be 3.0% to 5.0% for exposed concrete. Portland Cement -- ASTM C150, Type I or Type II; Provide natural with Opaci -Coat 300 on 2nd surface. CPT Carpet aggregate to cement shall be such as to produce a dense color or white cement as required to produce selected mortar GL2 -- 1' ►hick insulating glass unit, exterior Iite to be %" thick. PERP Perpendicular The Landlord's Tenant Construction Manual is an attachment to these be placed without seregation or excess color. CT Ceramic Tile Plate or Property Line Speeifleotlons. All contractors shall comply with the requirements of workable mix which can segregation surface water. heat strengthened glass Harmony Soles, 14" air apace, interior ilte to RE P -LAM Plastic Laminate VISIONS that document. Hydrated Ume -- AST~ C207, Type S DE? Detail PLC Plywood C. Placing: Comply with ACI -301. Provide a 3/4" chamfer at Aggregate for Mortar -- ASTM C144 Xt thick clear heat strengthened glass. POL PoileF►sd all exposed concrete edges, unless indicated otherwise on the Aggregate for Grout -- ASTM C404 ISSUE DATE FOR PERMIT 08/05/02 DIM Dimension an DIA Diameter PR Palr 1.4 DRAWINGS and The contractor shall l coordinate the plumbing, mechanical, electrical drawings. Water -- Potable, clean, and free of deleterious amounts of acids, 8.2 i�r1s oordh ON Dour PT Paint and fire protection drawings with these drawings and specifications D. Slump: 4" plus or minus 1'. Do not add water to mix to alkalies or organic materials. in constitute the mat and unpublished work of the Sa AN drawings end .Witten material appearing htre ere Corporation DR Door and shall notify the Architect of alt discrepancies with a written increase slump. Grater slump, accelerated set, or high tarty B. Mortar for Unit Masonry Kawneer 350 Swing Door; A pair of 3' x 7 Medium stile (3 original Masonry shall comply with UBC Table No. 21 -A, W without the some may not be dupftcated or disclosed request for clarification. Any work installed in conflict with these strength may be achieved by using approved admixtures. proportion Specification for Type S mortar. Minimum compressive f4 vertical face) doors. Frame color to Match dark bronze curtain without the written concert of the . u Sabey o r di drawings or specifications shall be corrected by the Contractor at no closed DWG Drawing E. Curing: Comply with ACI -301. Keep concrete moist for 7 strength at 28 days shall be 1800 psi. wall window system. expense to the Owner, Tenant or the Architect. days minimum. C. Grout for Unit Masonry shall comply with 1BS Standard No. E East EA Each R Radius F. Jointing: Provide adequate jointing to minimize the effects o! 21 -19. Minimum compressive strength at 28 days shall be 2000 Door Hardware to Include; A. Weatherstripping: Meeting stile on pairs of doors shall be � �� M RB Ribber Base 1 1.5 DIMENSIONS volume change. psi- equipped with an adjustable astragal utilizing wool pile shall I�JOLSL"JOUIJ� LS EL Elevation (Height) G. Weather extremes: Comply with ACI -305R for hot weatl'ir. ELEC Electric RE Refrigerator partitions Dimensions or o the plans are typically to the finish face of amply with ACI -306R for cold weather. 4.2 MASONRY REINFORCING polymeric fin. The butt hinge side weatherstripping shall be o 0 E Elevation (view) Elevator RE Reinforcing quire partitions or to the centerline t columns. Kowneer Sealaor. G3UCG3 Ea Equal READ Required B. Door and cased openings without location dimensions are to be Horizontal Joint Reinforcing shall be truss design with diagonal REV Revision four and one -ha (4 1/2") inches from the faces of adja 3.2 CONCRETE INSERTS cross rods spaced not more th 16 on center, B. Sill Sweep: EPDM blade gasket sweep in an aluminum extrusion a 9 -gauge side ° MaoYa�aoa� EXIST Existing REV inserts shall be manufactured by HMI or a /proved equal. and cross rods; hot -dip galvanized after fabrication to comply with attach with concealed fasteners. R'1 Room partition or centered between partitions. Submit ICBO reports on all fasteners. A. Threshold: Extruded aluminum with ribbed surface po AST~ A153 Class B -2 coating. 0 FM Finish RO Rough Opening C. Locate partitions that are not dimensioned, flush and square with B. Butt Hinge: Per Kawneer specifications FLR Floor structure or on the centerline of a window mullion as shown. 3.3 WELDED WIRE FABRIC C. Closer. LCN 5030 Concealed Overhead /Single Acting, each Leaf. FOIL umte FLUOR Fumes Fluorescent he d dp y Owner, 5 Schedule Welded wire fabric shall conform to ASTM A -185. Splice lengths DIVISION 5 METALS D. Latch handle: Lever style on both sides of the door - Adams Installed by Contractor ` S o N _ Core The contractor NOT SCALE DRAWINGS f SCUT S Cor W oo d The contractor shall use dimensions shown on the drawings and shall not be less than one space nor 6 ". Rite 4510 Dead Latch or similar. 5.1 METAL FABRICATIONS existing possible. I I 1 gate .east nt FT Foot/Feet SECT Sealant actual field measurements. Notify the architect of any discrepanclss E. Lock under. Re -use existin lock cylinder, if ssible. If A. Cold Formed Steel Tubing shall meet ASTM A -500. provide new cylinder keyed to match existing. A nor cresawt8 kutall 'Furnished by Tenant, SECT S found. 3.4 REINFORCING STEEL A. Reference Standards: ACI "Detailing Manual" (SP -66); CRSI B. Hot Formed Steel Tubing shall meet AST~ A-501. RAN Finnish r" ,mehinge 5 3333 South 120th. Piece Tukwila, WA 9 Installed l Contractor SIT he tan °a Manual of Standard Practice (LISP -1) C. Steel Pipe for pips bollards shall be ASTM A-53 53 Schedule 80 DIVISION 9 FINISHES , 1 et M Sheset Metal Throughout ABBREVIATIONS roughout the drawings are abbreviations that are In common use. B. Materials: Reinforcing steel shall be ASTM A615. Grade 60. D All steel extra heavy weight eel for extero� installations shall be provided with hot -dip � ��` \ CIA Gauge SCI Square The list of abbreviations provided is not Intended to be complete or C. Splice and Lap: Lap continuous reinforcing bars 48 bar D. All 9.1 GYPSUM BOARD ASSEIIBUE� GAL Ga lvanized STD Standard representative of conditions or materials actual used on the project. diameters, unless otherwise noted. Provide comer bars for all galvanized coating exterior per instal A -53. Gypsum wallboard. sheathing, and drywall accessories shall be gn drawings A. Steel The architect will define the intent of any In question. horizontal reinforcement. E. Provide shop drawings for all fabricated metal assemblies. the product of one manufacturer. GL G Gypsum Wall D. Cover. B. Gypsum wallboard to be 5/8" type 'X' gypsum wallboard except GUlB Gypsum UJall hoard 5TG Star 5P 1.8 COORDINATION OF WORK For concrete Cast against earth -- DIVISION 6 WOOD where noted otherwise. Provide metal corner gypsum wallboard casing beads HQU Hollow Core Wood The General Contractor shall be responsible for the coordination and Footings 3 inches and dry wall trim accessories where required. HD Hard TEL Telep►nne verification of the work of all trades to assure compliance with the Slabs 2 Inches - C. Gypsum sheathing shall be G -P Gypsum Corp. Dens -Glass Gold HDW hlardwere TEMP Tempered drawings and specifications. For Weather Face cast against formed surfaces -- NOT USED Gypsum Sheathing, or equal. DRAWING E: PROJECT DATA HOR Horizontal TriERMO Thermostat #5 bars and smaller 1) inches D. Sound insulation to be 3 -1/2" unfaced sound attenuation hafts. CsENER NOTES � Hoi law Meta' Tl'P Typical 1.9 CONSTRUCTION COORDINATION #6 bars and larger 2 inches -- SPEC(F1CaTfONS The contractor shall Investigate and verify locations of structural, For Interior Face cast against tanned surfaces - DIVISION 7 THERMAL & MOISTURE PROTECTION 9.2 PA NT1NG NT weight The and electrical elements, and other existing conditions prior Slabs and walls 3/4 Inch A. Conform to the recommendations of the current edition of HvAC Fleeting Ventilation C Conditioning MO Unless noted ottterwiee or cutting of slabs or structural members. Noti Architect / P� ng• g g iY Beams and columns 1 1 2 inches Architectural S ifications Manual - sire and Air fondittanktg to drilling of any conflicts prior to beginning work. Mixing: Comply with ACI -301. Do not exceed the amount of 7.1 metal wall panels B. Provide two samples of each paint color and gloss on 12" x 12" IN inch VAR Varies water specified in the approved mix. Exterior siding shall be Metal Sales V -Una 32, 24 GA, Colorfast 25 ` art board for approval. VCT VUyI Composition Tlb 1.10 FIRE PROTECTION finish, color - Light Stone C. Painting schedule: VEN Veneer Where reassess provide fire protection at all penetrations of fire All trim to match metal siding. tint primer to match final coat, shell P � �� INCL include �nde� -d'a necessary, P prat pe 3 R EINFORCING STEEL WELDING Walls -- 2 -coat process, P , egg - n ART Vertical rated elements as required by the governing authority A. Reference Standards: "ANSI /AWS D1.4 Strueturol Welding Code 7.2 JOifiT SEALERS enamel -FILL IG_EAST \BLOG2 \EXT_- FIN \:002REV RlSIJL tribulation A. Elastomeric joint sealant shall be Tremco Dimerlc, or approved - ECENED - - d NSTL treteIletion W WeetAUatt/Width - Reinforcing Steel". GWB Celiings -- 2 -coat process, tint primer to match final coat, - - 1.11 SUBMITTAL REQUIREMENTS OF TI)t<WILA B. Materials: Grade 40 (ASTM A615) or Grade 60(ASTM A706). equal. Color to be selected by architect from manufacfuro� a latex fiat LO TT3Et EN O W/ With A. Product Literature: Submit 5 copies for all manufactured products standard colors. Metal -- 2 -coat recess. tint primer to match final coot, W/O Wi thout used. Use only certified welders. Use only fresh E7OXX Electrodes (AWS B. Ex ndin foam sealant shall be Emseal 25V, or approved process, 0 6 2002 PRO PLO NUMBER: 02- 60-01 :%02 JS Junction Box A5.1 or A5.5) . g semi -gloss enamel JT ,Joint WC Wallcovering B. Shop Drawings: Submit 5 copies for all manufactured assemblies. equal. semi-gloss paint with the same application system used for the last DRAWN BY: "a WO Wood C. Color Samples: Submit 4 samples of each finished item, including Bends in welded reinforcing steel shall comply with ACI standards. 7.3 BUILDING INSULATION :-i .AITCENTER °o paint colors. Bends must not occur within 3" of any weld. Provide special finish coat. Thermal Insulation shall be 314" unlaced fiberglass haft insulation, D. All paint colors shall match the following: CHECKED BY: • Inspection per UBC 108. R -19. Insulation to be friction fit between studs unless noted a otherwise P -1 Match color of metal wall panels APPROVED BY: P -2 S herwin Williams SW1679 Costa Del Sol 0 n n 9.3 WALKOFF MAT n Interface Fior /Superflor #609023 Mid Brown. Provide sample for approval prior to installation. DRAWING NUMBER: 0 e a n 0 i c r V i 611)0 2 0 40.0 ■ V O 0 . . . I _ _ _ ____ _ • 1. . . , r area of work vicinity map plan at trash enclosure plan at entry intergate east a2.0 connection detail elevation demo plan detail a3.1 bollard detail elevation at trash enclosure section thru cmu wall screen wall gate detail a3.2