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HomeMy WebLinkAboutPermit D01-300 - COSTCO - DOORd01-300 costcto 1141 saxon drive City of Tukwila Parcel No: Address: Suite No: Location: Category: AWSE Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Signature: Print Name: 000 North: TUKWILA Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 362304 -9107 1141 SAXON DR Contractor License No DKWCO *'k101JL DEVELOPMENT PERMIT Occupancy: WAREHOUSE UBC: 1997 Fire Protection: 0 South: .0 East: .0 West: .0 Sewer TUKWILA Slopes: Streams: OCCUPANT PRICE COSTCO INC Phone: 11.41 SAXON DRIVE, TUKWILA, WA 98188 OWNER PRICE COSTCO Phone: 206 313 -8100 999 LAKE DR, ISSAQUAH WA 98027 CONTACT DAN WOZNIAt, Phone: 425.822 -0934 427 5TH AVENUE SOUTH, KIRKLAND, WA 98033 CONTRACTOR D K W CORPORATION Phone: 425 822 -0939 P.O. BOX 1551, BELLEVUE, WA 98009 * *•k*** *h ,�C ** *•k *• kid ** * ** ** * * *** ** * *:Q*** *** *k * kk**** ** * **** **** * ***k*k * *k* **k * *•k ** Permit description: REMOVE 1 3 X7 EXT HM DOOR, AND FRAME TO BE REPLACED BY DBL 3X7 DOORS INTO MECHANICAL ROOM. FOR LARGE R ACCESS•TO MECHANICAL ROOM. ENLARGE AIR VENT IN W ALL';FROM 2WX3H TO 2W.X5H. ** * * *•k * '** *** k *•.k k*•A k * ** k * * * * * ** k * ** *•k k * * *•k * * * *•k * *•k k * * *•k *•k** * **k *•k * *•k•k* * * *•k k•k* k5 F. Construction Valuation $ 5,000:00 PUBLIC „ 'WORKS, PERMITS: *(Water Meter, Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in). .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time End Time Sanitary Side Sewer: N No: Sewer Main Extension: N N Public: N Storm Drainage: N Street Use N Water Main Extension: N Private :. N Public: N * * ** ** * * * * ** *** ** * *•k ** *•k * ** k* *•k * ** * * *•k** k**********• k: k* *** *** ***•k* *•k ** * * * * * *•k * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 188.06 * *k ** *• kit**• k**• k****• k******• k****• k***•k*• k****• kkk• k***** k* k*• k* *•k•k * **•k * ***k•kA * **** *** *** Permit Center Authorized Signature: Permit No: Status. Issued: Expires: Date: (206) 431 -3670 001 -300 ISSUED 10/29/2001 04/27/2002 Date: /D-o 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 o,- work. I ani authorized to sign for and obtain this development per This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 1 UO CO Ilk Ul , J� N W w O'• g Q: = d ` .z �.,. la .Z w m p1- w w; 1117.P O� w z. U N ; •O I- z CITY OF TUKWILA Address: 1141 SAXON DR Permit No: D01 -300 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 09/19/2001 P arcel #:.362304 -9107 •Issued: 10/29/2001 k ,1• * "•k•k* k•k *•A * *'Akk•k**•*•A*4. .A.Ak *•k k A* A k k ** A A k k fi k k k* k * k *•k*k•k•k•k ** * *:kk Permit'Conditions: - J40-changes : wi 1 1 be made to the plans unless approved by the Engineer and , the . Tukwi la.. Bu.i:-ld.ing:,Division.. ,When special • inspe {ct.ion Is °regciired eIthee the owner, :architect or engineer ;'' sha l l no,,t i f y tie Tukw.i i s Building . Division of app'o_ 6 - .61 nt o f `i t-h nspection agencies prior to the first building ,. i nsp i on Copies of:{ a l l speci a l inspection f; reportshall be 'submit'ted tope Build:i.ng ;D.iv•i•sion' `in a ti;ne.lyv' manner. ReReports s h a:-l1 ; .contair i'. :address', pro �ect::,name, ":'permit number and type` o f inspection befi ng pe. rfor me' d. The jsp7eci a l i nspector sha l'l submit a final `signets report`, s )whetherthe wor kquiring special inspection `t:of�_t was;, ye best •of, = the i.n`spec.t;or's,;i • in •conformance w `t h•. •appOved "p lans and. spec.i f:i cat i ons • and the appl i:cab l e;' kmanshiip ..provisions of : _the UBC'. • construction .ito .b,e done in conformance with approved • ins and r,equ i r.:ements of the Un`•i fortes Bu:i l d i ng Code (--'1'997 d!it;ion) as a.meiided, `Unorrt ec Mhani;cal" Code (1997. Edition;) n•d Was.h.'i ngton S t o i � f Energy Code (1997 - Edition) . • a l i d i ty of, Permit. -', The :i. of ; a..'permi t or 'approva°l () l n5 '. spec f i cat:i ons,, anal .:computat i ons.'sha l l not ;.be con: - Orued to •b'e a p'e,rmi rF or,. orr -, an.;:appro of, any violation of ;{ p iny of ., the prov i s i tins of the,: bu i l d i rl.g code or of ,any: other :ord'ina' ice of_,the permit pr esuming ta. gi ve., auth'orit'y to violate or. cancel . t he provisions of: thi co`d,ie'• °�sha.l:l''be' valid. Elect:r.�.ical permits shall be o,btai,ned• th the Washington' `;S.tat:e.. D i v i s.i on of ,, Labor' and Industrie arrd a -1 1 electrical - work "''w'i`ll beAnspe:i.— ed by that agency' (2486630.) . Al 1 mechanical `work sha l 1 be •under sep permit issued by All 'stru'et.: .al wel.ding•.sha:l l... be done, by W.A.B.0. certified • welders and .,special inspected .(UBC . Sec. 305(a)5) Bolts installed j i.n concre'te` shall; be `. special : inspected (UBC Sec. 170'1'.5 ",2 'I hereby certify that I have'r77.e0_ t.h:e'se.'con 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. The of this permit does not presume to give authority. to or•cancel the provisions of any other work or local laws .regulating constrjct on or the performance of • work. Signature: the City o.:F Tukw la. Date: - �.r.1 .,�•:,i.•:.J.'eY;, , .:.7'15'. i+:+.r.. y: ri�= n?, 4"(„ ti; v:/<:: n1ni: Y, Sv' �i:'(: fSvt'. Y3rX '.i:StS�i2'd14w.:•rvs,w.r+.v }.""4,4-AV,V, ?.1' Proje ne /Tet V /� Value of Construction: C2C2 Building Square Feet: 5 existing No. of Stories: \ Area of construction (sq ft): 24 IF. Site Address (include suite number) City State /Zip: / 141 c Ax 0/V . A'W t I%-t4'/ , 1 4 CVO Tax Parcel Number: Phone: Will there be rack storage? ❑ yes 7 no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Property Owner: l( eb ft- /Aic, Street Address: City Sate /Zip: / l 4/ 5A-xo1 /.:r =rlZ' t ( °s.'.4/4. 00 I Fax It: Contractor: TO ga— p - Tr l4 046:t • Phone: Street Address: City State /Zip: �-- Fax It: Architect: Phone: Street Address: City State /Zip: Fax II: Engin er: [ � . J Gc v 14 — ..�it piss i 5 FI,e / +- Phone: VA. el-43 /02 i Z— Street Add ss: i City State/Zip: 2.)2tt- 'c'A Sir too :' 1-f- w1 , O/ Fax it: litoca 4 113 ti,S10 / Contact Person: / / .. 17441 1.t,;ar -0 e -�t.l .-. Phone: n 4 z-5 7...a. Oc 3 Street Address: City State /Zip: 4 2? S t M' - t,6 , A I ', kind r.. ' e 'P80 • 3 Fax # 4- 2r 572- �S` 9 • Description of work to be done (please be specific): i ectuovd. 0 5 G ?< - 1; / -f(.vt L2r30/ ct :tic, - /E, he Ye 114 ce ,' 6 PR-- 3°/Ci ° p /14 tic t?4.t t f l Pus7tit . w' l/ ti,cv arCeS5 7a t .C( , - ^.Gtrt , Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family XWarehouse ❑ Hospital ❑ Church • ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family . Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Building Square Feet: 5 existing No. of Stories: \ Area of construction (sq ft): 24 IF. Will there be a change of use? ❑ yes J. no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 7 no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable/combustible hazardous material in the building? ❑ yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUK "ILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 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. 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 71 Fire Loop /Hydrant (main to vault)#: Size(s): CI Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ 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 it: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent It Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. 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. Date application accepted: Date application expires: Application t ke by: initials) PLEASE SIGN BACK OF APPLICATION FORM 11/30/00 clpermil.doc iA A N I 5 .^°"�sMtiE•lC1 t, g` ) s N BUILDING OWN T ORIZED GENT: Signature: 05//t Date: g��1 Print name: H 4 aZ-Gi 10 k Phone: 5 OZ-x- 0 9'37 Fax 11et z,5` az c 3 Address /1� 5� Ave , <;,7, City /State /Zip ����r / 1� 1.5 APPLICATIO. MUST BE SUBMITTED WITH THE w LLOWING: • ALL DItW')S TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGIN4ER O ¶IVI I ENGINEER D ALL DRAWrN'CS SHAL 13E AT A LEGIBLE SCALE AND NEATLY DRAWN D 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). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ a ❑ ❑ ❑ ❑ 11/10/00 clper,nil.doc 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 Data 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 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 - 4787. (Form H -5) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. • . * ** tit * *k" ** * * *. * * * * * * ** lc*****'***.'*** *• * * ** **k4i* ** * * ** *k * * * * * * *k* ** LT1� O F TUFWILA. WA TRANSMIT ** *k * *k k ********* * * *k: * * * * * * * * *, * * * *•k * *k **.**•k *-k k•k4*•k.4. * * *k *"k** **** TRANSMIT ;Number^: •R0101378 Amount : 115.75 10/29/01 09:08 Rayrnent Method: - CHECK' Notation: DK CORPORATION Ini t SKS: Permit No:: 001 -300 Type: DEVPERM DEVELOPMENT. PERMIT. '' `Par.cel Na: 362304 -9107 to Addr ss: 1141. SAXON DR Total Fees 188.06 This .Payment 115.75 Total ALL Pmts: 188.06 Balance:.` 00 ** * * * * *• * * *•* * * 0 ** * * * * ** * *** • •a• ** • * * *•*• ** ** k * * * *** *" * ** * *•* ..* A°cour,t Code Descri pt 1 on Amount '> 00/322.100` BUILDING - NONRES 111.25 00/386.90 STATE BUILDING SURCHARGE 4.50 6174.?;;FMAtIg 1 A h kit* i4 kAk.,• kAh; l,* k; iit• M * • k **' Akk: fr* A* k • kk'*: A * 4ok}* It.. A'do % •k•�ckh: ,t 4A 'k doA ;r*;4 h* 4 ' O F' '1' t#.:'' l I L:A , O A 7 R 1=i Ei M i 't. 4 $t �4 •A k 4) y1r k 1k4 * •k 44 �k el k �k:hA sk •h A k.A4r * * 4e k . k �.'4 �• f •A.* * ,1 ok lc :k.?k 7k k • A �4 .k k :. A 1c . ANS:MIT;.Nt.tmt10t^: R0101230'. Amount; 72.31 • � 09 /19 /0].�: 1.2 27 ay�m "e»t • ;h;.od: CHHE Uot t lon D A� NI 10ZNI.AK Snit: SKS• • erin�t "No DEVPERM DO4'1..OPMEtl7 PERMIT: s Pay'rnerit 7 31; ,Totel ALL' Pm tar 72.31 '. f3A1 arici : 115;.7.5 *' : *^4 *4*4tk4 . * ** *>A * � * * *a4 * 4, ** ** .Ado *4,t ,k+k* 1k4 *tc * * ** 4 *A * , 1 , ** ** ccotin t; ;Code: '' t)esct^ i p't i on Amo n 0 0/.:34 5.:3 0 :: PL:.AN CHECK • ` : , NC RE5 72...31.'' INSPECTION RECORD _J Retain a copy with permit 1NSPEt{TION NO. • = CITY OF:TUKWILA BUILDING DIVISION 6300 SouthcenterBIvd, #100, Tukwila, WA 9818 � t • ,di = 3 0 0 PERMIT NO. Address ,Special' instructions:'` Approved per applicable codes. Type of Inspect Date calle : Date wanted: f7_ a.m. R nnl Lnc}or• Phone: if2s—cf Corrections required prior to approval. CO, MENTS: / f ;17 ?'" Ye_e -ie 4/ e/-d (206)431 -3670 $47.00:REINSPECTION QUIRED Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt= Not Date: • 4.; ' r�=:. L' Li°` srneXikeli�w :8d1L. �¢'.:r1: f &.R s il•l'Jfui Z W r 2 J U U O° to W = ' J I.. N U: W O }}. J I _ Z �.. I-- 0: Z o o -: 1- W • LL ` tL I w z U— O ixM,�;n ?t:4't r.?3dsaYf.4..s t. December 17, 2001 Cert No. 0112 -11 Attention: Reference: Dennis H. Stack President CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 128TH PLACE KIRKLAND: (425) 823-9800 KIRKLAND, WASHINGTON 98034 FAX: (425) 823-2203 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Dave Larson Cosco 1141 Saxon Drive Permit No. "D013 RECE1 ED DEC 2 4 2001 COMMUNITY DEVELOPMENT Dear Mr. Larson: This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports have been sent to the building department. 1. Epoxy anchor bolts 2. Structural steel visual inspection of welding on structural steel supports at penetrations All work inspected conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last and only report is dated 12 -07 -01 and is number 110376. (Copy enclosed). Respectfully, CASC . P TESTING LABORAT • RY, INC. Enclosure: Field Report No. 110376 SEATTLE: (206) 525 -6700 EVERETT: (425) 259-0917 FROM : CASCADETEST I NO ELI December 17, 2001 Cert No, 0112 - 11 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Reference: Dear Mr. Larson: Cosco 1141 Permit FAX NO. : 425- 823 -22 03 CASCADE TESTING LABOF INC. TESTING S. INSPEC'T'ION / ENGINEERS 12919 N.C. 1 36TH PLACE KIRKLAND: (423) 823 -FJ000 KIRKLAND, WASHINGTON 99034 FAX: (425) 823-2203 )c. 17 20 01 01 :55PM P2 SEATTLE: (20G) 525 67Or_>< EVFRETT: (425) 2139461 / This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports have been sent to the building department. Epoxy .anchor bolts Structural steel visual inspection of welding on structural steel supports at penetrations Alt work inspected conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UBC and related codes and/or verbal or written instructions from the .Engineer of Record. Our last and only report is dated 12 -07 -01 and is number 110376. (Copy enclosed). Respectfully, CASC •,�'� TESTINGLABORATIRY, INC. Dennis H. Stack President Enclosure: Field Report No, 1 10376 REC E REED DEC 17 2001 COMM1lMUN1TY DEVELOPMENT "Ty 2 7 0/ criN?.2. /1 PAO a .4.1%. L' .4\ AIC:•te% BLDG. PERMIT NO. _,_ 3 V0 OWNER . WEATHER TEMP. AT AT AM PM ENGINEER ‘...D P , c S ARCHITECT CONTRACT \4 �! (3) ITEMS INSPECTED FOOTINGS — AUGER CAST PILES — DRILLED PIERS — FOUNDATIONS ._,. SLAB ` COLUMNS .-- WALLS BEAMS — -Qk raN t o DESIGN STRENGTH (Pc) TOTAL CU. YD. PLACED SPECIMENS CAST S EE CYLINDER REPORT NO. ,PPROVEO PLANS — FROM CASCI I MG T0: MIX NO. ATTN: REMARKS: (2) INSPECTION PERFORMED RESTEEUCONCRETE — RES L ONLY EEUMASONRY STR.STIWELDING OTHER STR.ST1BOLTING (S) C MO t.-) C ,_,_ _, LOCATIO (AREAS) s._.. aln.- Q3 <, C r O-4 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. t2uTH PLACE KIRKLAND, WASHINGTON 9E04 ( 822.9800 EVERETI (42S) 259.0817 FIELD REPORT Y YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. FAY, not : 425- 823• - D. 17 2001 01:55pM p3 PREVIOUS REPORT N. (.5ck,) t ..)N4 - ‘e5 Stick. \1c , a a a Lcoc REVISE° dr00 TEST RESULTS APPLY ONLY TO THE ITEMS NCfIEIN TESTED. ThIS REPOR1 SILL NOT RE f1EPR000CED EXCEPT IN FULL. WITH. OUT THE WRITTEN APPROVAL OF CASCADE TE3T:NC tAOQPA1 INC: tx•N . � .s oe‘ - . INSPECTOR(S). NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY ?'i9 0 No. 1.1037G z H W UO ` W LIJ W u_? H W Z I- O Z t~ uj ON W W = U Li- O •. Z W U N H =: 0 H z t Swenson Sa \ NI di 1•;t�tiinc���rin:; ( t,uralum 2124 Third Avenue • Suite 100 • Seattle, WA 98121 • Ph (206) 443 -6212 • Fx (206) 443 -4870 OC '. 6 W 6D: U t N 0 COW: WI Jam W o u. D. J = d F Z � • O' Z F— UJ p: O H' lL F' z. W O z Swenson Say Faget .1 tit r 1 it r,LI 1:11:2,111,,, III (' O11,1)r,1lUUI project D Ow design date /(9 l 2124 Third Avenue • Suite 100 • Seattle, WA 98121 • Ph (206) 443 -6212 • Fx (206) 443 -4870 pro(. no. sheet : tai r, 3i % {.��•Y�;!'.,._<s.,' }riye?P:q �e[: Y. � :S; +�?�GCd}.ne3 ",;:i'�dyziiC'�a Al 4 nz 640 • ; , • . . • : • • . • . • . . . . . . . • . ... . .: C('" 17 4 I tire. ZA 4. •• ' • • • • : tar - . • .!...--,*. .-ti - • -s• .; . .... — - •••• .- i ..: . : .• . . - 1 . ... . ..: ..-- . .. , : .......ic.1:,f1 ........ ,....,....,......... . , ... , : • : .:. • ,, .. . tl ' tt I ' : '.. .. ..... '.".:." .. ' ..:....:....... ' ": .".' 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" . • • 1 • 4 . .. • . I • , ; ' • I : • ' Costics • • • • . • • = ; . • • project Diel prof. proj.• o V e GMS .3 design . sheet 2124 Third Avenue • Suite 100 • Seattle, WA 98121 • Ph (206) 443-6212 • Fx (206) 443-4870 3 1 • ! = ; ; • ; ; 4• ; ; ; • ; • 1 - ;;•.„ ; i .; . , . , , L . -r ; • ; " ' ' I ' 3 • ! - ; 3; !; • t `.• ; •• . • .3,, , t; . 7 , a' cf.ie.:(= • Z 11J c.) c.) 0 co w u) LL uj 0 g < S9- a F._ z z u , ) , , 0 t al x = U) J. 1— z Swenson Say Faget .\ tilt ill l 'ILII l:tt ttt� ritt ( )1 II( 1;tliutt projC t/rc° dat Ot udts. design 2124 Third Avenue • Suite 100 • Seattle, WA 98121 • Ph (206) 443 - 6212 • Fx (206) 443 - 4870 prof. no. y sheet „.,....:r.� . , Z1.6)retA u6 . ,*.naf':,.i tits4. b 4.•• ,t? SwensonSay Fogel 1 tii r ,it project CO Z° ()VIA) 2124 Third Avenue • Suite 100 • Seattle, WA 98121 • Ph (206) 443 -6212 • Fx (206) 443 -4870 date NO( pro'. no. 5 .(2/ 1 design 4.4C sheet Z► 1:4„3lti k.Wrti i4.P.A aC4. rt:::txc .ia Public Works ACTIVITY NUMBER: D01-300 DATE: 9-24-01 PROJECT NAME: PRICE COSTCO INC SITE ADDRESS: 1141 SAXON DRIVE Original Plan Submittal XX Response to Incomplete Letter # 1 Response to Correction Letter # • Revision # After Permit Is Issued DEPARTMENTS: BI Ptivision [ c't ) DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved \PRROUTE.DOC 5199 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required Approved with Conditions CORRECTION DETERMINATION: Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-25-01 Not Applicable No further Review Required DUE DATE: 10-23-01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: 41,101.,.7,/2.4.4.wigft^...1..v, • - • - ' I I ACTIVITY NUMBER: D01 -300 DATE: 9 -24 -01 PROJECT NAME: SITE ADDRESS: Original Plan Submittal. PRICE COSTCO INC 1141 SAXON DRIVE XX Response to Incomplete Letter # 1 Response to Correction. Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Please Route Approved Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP TUES /THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: r ` CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required Approved with Conditions n n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-25-01 Not Applicable Comments: Fl No further Review Required DUE DATE: 10-23-01 Approved with Conditions) J Not Approved (atta h comma nts) DATE: DATE: DUE DATE Not Approved (attach comments) DATE: * • w,,%kwierwolt 3 e `i4;0A.:. alb{' i }',' y��7cS�.+i�si'�.50 % ' ACTIVITY NUMBER: D01 -300 DATE: 9 -19 - 01 PROJECT NAME: PRICE COSTCO INC SITE ADDRESS: 1141 SAXON DRIVE XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DEPARTMENTS: Buil ing Division i 4kAeeQ `i Public Works ya w► wlu. a.zo -t'i DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: tht tow / Laat. Lettik I m add OW 9 .1 dem) TUES /THURS ROUTING: Please Route Approved n CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 I I PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention A p 01 Structural Incomplete [--/ Not Applicable Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Approved with Conditions I I REVIEWER'S INITIALS: Revision # After Permit Is Issued #41) Plannin Division a -20- of Permit Coordinator DUE DATE: 9-20-01 No further Review Required DUE DATE 10 -18-01 n REVIEWER'S INITIALS: DATE: Not Approved (attach comments) I I REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: ..>1.1A4di14r;?.r? Sri ^iauar. ?f3,.N.h'k;�iS'usiu17v:, iA a;s.'r h4;a i ya' i .' :.•:.r,UeLt tiati .41"/ ct>;a5t DEPARTMENTS: Building Division le Public Works PLAN REVIEW /ROUTING SLIP 'ACTIVITY NUMBER: D01 -300 PROJECT NAME: PRICE COSTCO INC SITE ADDRESS: 1141 SAXON DRIVE XX Original Plan Submittal Response to Correction Letter # DATE: 9 -19 -01 Response to Incomplete Letter # Revision # After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: CE Incomplete (Ao -des: t I I Planning Division We ld (Kt j e/XfbASION AtAckor h4 s oiroo+, e ox9 * reciwt�-s go►- gal ivtsi ► TUES /THURS ROUTING: '�� ".Lt3vL'" CO`` 1&t Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Structural R Required Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: Permit Coordinator DUE DATE: 9-20-01 Not Applicable -54v1k. Va. No further Review Required a 01/2 - DATE: - c1 DUE DATE 10 -18 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: io2- .tikp:�t1 ^.:H:t�.✓.� t c r �. .,, * ;� r i r ,}� ,{ i ,, t v .. f� 0�1' r{- �it7fl J` VV �%+: 1�: 1. s' t. 1: i�' A'; 4� 1.�'�t#.4.]!.fiR: \it .'{�4��k ?emu W . ce 6 JO 0 ! U)0 U) u_. w O; � I-- T. 1-O Z 1: w w . M 0 o 1' w w `: HO ti O ui O (4 I - ;. z ACTIVITY NUMBER: D01 -300 PROJECT NAME: PRICE COSTCO INC SITE ADDRESS: 1141 SAXON DRIVE XX ' Original Plan Submittal DATE: 9 -19 -01 Response to Incomplete Letter # Response to Correction Letter # Revision #. After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Please Route \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: REVIEWER'S INITIALS: Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved >4 Approved with Conditions Planning Division Permit Coordinator DUE DATE: 9-20-01 Not Applicable Comments: No further Review Required DATE: DUE DATE 10 -18 -01 Not Approved (attach comments) REVIEWER'S INITIALS: -- S1c2 DATE: 9 5 o/ I I CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 44a , V1.41Se4x.3.'."•4�TY 1 u �. a a is Y•, i � .k'.�:s.W,. ; �. q. ��, wtt�'. ih`:! �3�'%Y¢t}:,��t�:i'u5'twti'::�1 f���r ?i�. �iCa4Tc�J�'�;, »,�f. SS ~ • w O 0. .0: W= J H� w O: 2 ▪ Q. D w: Z I I- 0' Z H UJ :2 U p 0 H'. U w z, U ( . H � O z ACTIVITY NUMBER: D01 -300 DATE: 9 -19 -01 PROJECT NAME: PRICE COSTCO INC SITE ADDRESS: 1141 SAXON DRIVE XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: n Li TUES /THURS ROUTING: Please Route PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved I1 REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 II Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-20-01 Not Applicable DUE DATE 10 -18 -01 Approved with Conditions n Not Approved (attach comments) Not Approved (attach comments) I I No further Review Required � 1 DATE: )0 0 1 I1 DATE: DUE DATE I I DATE: ..............,.....».,.,..+ n. r• w, K +'s��wavMlenM�f�7HWi<�Jh$i�l��, ACTIVITY NUMBER: D01 -300 DATE: 9 -19 -01 PROJECT NAME PRICE COSTCO INC ITE ADDRESS: 1141 SAXON DRIVE XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued. DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS. DATE: (Y' 7.2 APPROVALS OR CORRECTIONS: (ten days) Approved Approved n \PRROUTE,DOC 5/99 PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural Incomplete Structural Review Required Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: REVIEWER'S INITIALS: /04k) Planning Division Permit Coordinator DUE DATE: 9-20-01 Not Applicable No further Review Required DUE DATE 10 -18 -01 Not Approved (attach comments) n DATE: DUE DATE Approved with Conditions n Not Approved (attach comments) DATE: z a . � „ w JU 0 0 W I J F_ LL w 0 u_ Q = d: Z I- O z �-, 111 uj U N , � H. w w' -O wz OA U O 1 z • „. • LICENSE DETAIL INFORMATION Form Page 1 of 1 0 Current Filter: None Registration# or License DKWC0**101JL Name D K W CORPORATION Address PO BOX 1551 Address City BELLEVUE State WA Zip 98009 Phone Number 4258220939 Effective Date 4/13/90 Expiration Date 6/13/02 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 601239889 *VIEW CONTRACTOR BOND/SAVINGS INFORMATION * * * * * STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. 0. Box 44000 Olympia, WA 98504-4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * VIEW CONTRACTOR INSURANCE INFORMATION * * * * https://wws2.wa.gov/Ini/bbip/TF2Form.asp?license=DKWC0**101JL * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L&I Construction Compliance Horne Page 10/29/01 • .. Z Z : CO (0 Ill; • ILI I', L 0 2 g u. • w p-: Z 1--i ILI uf u i :0 uJ u jz 0 • I ro 1 - '-' September 21, 2001 Mr. Dan Wozniak 427 5th Ave. S. Kirkland, WA 98033 RE: Letter of Incomplete Application #1 Development Permit Application Number DO1 -300 Price Costco, Inc. 1141 Saxon Drive Dear Mr. Wozniak: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on September 19, 2001, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Bob Benedicto, Plans Examiner, at (206) 431 -3676, if you have any questions regarding the following: 1. Provide structural notes: Specify structural steel, welding, expansion anchor bolts, grout, epoxy and requirements for special inspection from Swenson Say Faget. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. 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, Kabul/w C( A :t.l n u Kathryn A. Stetson Permit Technician encl File: Permit File No. D01 -300 1 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431.3665 BUILDING PERMITS INSPECTIONS ❑ 000111 Progress Inspection Status ❑ 0000 Pre-construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 1011005 Remove Stop Work Order ❑ 00006 Follow-up ❑ 00007 Pre -Move Inspection ❑ 110050 WSEC Residential ❑ 00060 •WA Ventilation /Indoor AQC ❑ 110070 NLEA Inspection /Modular Struct ❑ 00071 Mobile !Ionic Tie Down Insp ❑ 0007 Marriage Lines ❑ 00090 Rested ❑ 00095 footing Drains ❑ 00101) foundation footings ❑. 00200 foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 005511 Exterior Wall Sheathing O 00600 Masonry Chimney 0 0061 Chimney Installation /All 'Types 170( Framing ❑ 00750 Roof /Ceiling Insulation O 00801) fluor Insulation ❑ 0081)1 Wall Insulation ❑ 0080 Exterior Roof Insulation ❑ 00803 Glazing Inspection • ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01001) Interior Wallboard fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 110 Pre -Move Inspection ❑ 01 115 Motor Inspection ❑ 01120 Pre -Deno ❑ 01140 Pre- rerour ❑ 01400 final -fire • ( 11700 Final- Buihling 01900 Final- Reroof ❑ 03100 Site Visit 0 0400 Special- Concrete 001 Special- 13olts in Concrete 04001 Special -Mom /Resist Cone Frame )4003 Special- Reinf Steel Prestress 04004 Special- Welding ❑ 04005 Special -I ligh- Strength 13olting O 04006 Special - Structural Masonry ❑ 04007 Special-Reinf Gypsum Concrete ❑ 04008 Special - Insulating Cone fill ❑ 1401)9 Special -Spray fireproofing ❑ 04011) Special- Piling, Piers. Caissons ❑ 04011 Special- Shotcrete ❑ 141)1 Special- Grading. I:xcav /fill ❑ 14013 Special- Retaining Wall ❑ 1)41)14 Special - Panels ❑ 041)15 Special -Smoke Control System TENANT NAME: CONDITIONS 0001 No changes to plans unless approved by Bld Div 1011) Special inspection required, notify Bldg Div 01)1 I Special inspector shall submit final signed report 1)012 New ceiling grid & Tight fixture shall meet lateral bracing ❑ 01113 Partition walls attached to ceiling grid 0 0 01.1 Readily accessible access to roof mounted equipment ❑ Ill) 15 Engineered truss drawings & calcs shall be on site ❑ 111)16 Exposed insulation hacking material ❑ 111117 Suhgrade preparation including drainage. excavation ❑ 0018 Statement from roofing contractor verifying lire retardant class or roof 01)19 All construction to he done in conformance %v/approved plans ❑ "No %vork shall he done in addition to those n odif ications..." ❑ 01102 Plumbing permits shall be obtained through King Co ❑ 01)211 Structural observation shall he provided liar this project ❑ 01)21 All food preparation establishments must have King Co ❑ 1)1)33 Fire retardant Treated wood shall have (lame spread of ❑ 0 Notify Building Division prior to placing any concrete ❑ 00025 All spray applied fireproofing shall he special inspected ❑ 0025 All wood to remain in placed concrete shall he treated y 111)36 All structural masonry shall be special inspected 0027 Validity of Permit )1138 Rack storage requires separate permit (11)03 Electrical permits obtained through L & 1 111)31) No occupancy ofbuilding until final insp by 13ldg Div 1)1)33 Remove all weeds. concrete, stone foundations, flat concrete (11)36 Manufacturers installation instructions required on site "13311 ruaximum allowed per 1997 WA State Energy Code" 0(135 Contact PW I)iv to obtain insp for water /sewer connect 1)038 A C of will be required for this permit H039 Final approval for all TI ‘v/in the limits of the SC Mall 0004 All mechanical work shall be under separate permit ( 111(1.11) All construction noise to he in compliance with 8.2 TMC ❑ 0141 Ventilation is required for all new rooms & spaces ❑ 0005 All permits, insp records & approved plans available ❑ 0(11)6 All structural concrete shall he special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring - All new construct and substantial improvement shall he anchored to prevent notation (111117 All structural welding shall he done by WABO certified inspector ❑ 110118 All high - strength bolting shall he special inspected ♦f�000') Bolts installed in concrete shall he special inspected /� () 1)31 Comply with requirements or TMC 16.04 ❑ 0034 Removal aseptic tanks require approval and compliance with King Co I Iealth Dept. ❑ " Ohtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances. which generate...... ❑ "Water Dealer shall he anchored...." ❑ "Reroof rIceiN, (046 lit-. Date: Dale: 4 — Zfp - (2/ 3rI43d� tU2FA:'i n' Kati %.'ao5 ,V.At•'c^9 0Ci,?:!..M44, J VICINITY MAP LEGAL DESCRIPTION That par.. of Gomm. Tat E. w SoMon 35. Toms* 23 Nab. Aa. E., EY, ad d Gemmed Mat 1 b be6m 36. Toontb 23 bah, Room s En, 5.11.. d emi.d as Mime COME `NG d the Northeast Gamer el 8 North td 1 6 wN °' 32t Rath THENCE ST K• 06 Wed. along g 6e of Gomm. Id 1 it sdd Section 35. a Gnbncs of 16447 feat THENCE Sous. OT s1. 39 Had a Mtanm 0080 of 6331 last b a.. TAUS 15/ ., m a 6. .0 too GC ire. soon, 66. Or 2r fade a blmu d sum fed b Le zwooa d Jane. Waltman Road Dam Mom m !Dee Avenue 5.1) as aM^er•d b Pang Cm./ ti/ M otnmmt moor. seer Rrad g Na 1539561: and as shear an the Record d Somm temdd am. 84a ba No. 940.5007: DENTE Mona so. Weds y moor Be fobdng moms Sash or 36' 2C 7.0 woe. 50 feat Saab 1 ' 57 40' Tad. 197.12 feet )HENCE homing Rid tram. 3 8 Nast 6 114 w.d, 30295 fad to a pei6 d =whom 535 Sw THENCE Saro 333 a..te y Nom be me d a wave b the Idt ha:.g a rolls d 11E00 bet .F a a coo. car d 4K SO 2r and an me iegb af bit! feet b . 7ebt d . ae ahec 'HENCE .dy slag are d a raw b Or MNM EM a, • mats d ELM Teel. Rump a maad eernyyee d S and an am 0.08 d 2120 bet 11wNCE Tab 65 46' 4r iMl, 33421 Teel b a pehi Mak leas South OT St' 3r Tld Fran ae TRUE PONE OF BEDNNOlb DEICE Nab or s1. 39 Em, M3E1 hot to Bee TRUE POW OF 96.164. ABBREVIATIONS ACM. ACQIBTICAL EXIT- EXHIMIST PITH ADJ ADJUSTABLE, ADJACOO En.. EXISTING 1'74 ALUM AIJMNI7 EXP. EXPANSION NPR ANOD. ANODIZED EX T. EXTE.n.^R MR AITROX APPROXIMATE PD. FLOOR IRAN MTN DD BOARD cum rOrDATiaN MISC. OLD. WILDE. IT PACT., P64164 Ho. OGX BLOCK HIS FLAT HEAD EGRESS MR. ISLKt1 BLOCKER _ PL. IL PLC. L! NA INSTALLED MI Ett BEAM PLO. M.. 4 STALLED D. BILL mom, DT GONER M74 STU DENEEN !PPP.. RUM REINFORCED PLASTIC TUC. CD CATCH DASH PANEL., Nat Cl CANT IRON PTO. SOOTING HTS. CJl. - CAST N PLACE GA GNXf OA. Cl. CENTER LAM. cuAR GARY. °ALVAN... CG. Wk. CEILING Gl. GALVANIZED RCN CM7 pcmcom E N.G., GLio GYPSIA, LATH 4 PLASTER /NIT MO GTP611 WALLDOARD, COL coLlYN GTP5,1 eaAND CQNC . CQNIORETE Ha NOSE DIDB GGHT. CGN /Mal. HG HANDICAPPED CONSTR. CCNSTP CTlCI4 HM HOLLCIU METAL CCHTTL CONTRACTOR RORER HCCRICNTAL C.T. CERAMC TLE HT. HEIGHT DDT- DPBIE 14T M. NEATER DEL DETAL TIM- N N 0ULATIG DP. DR+KAG PGWUN JLJT6. JONTJONTO DE. DOWSPOT L LONG, LENGTH DPW. DRAM. LAN. LAMINALAMINATED ATE. LAMINATED C. EACH LP. LINEAR FOOT, FOOT R. yy0l EFJS. EXTERIOR PLASH ST6TE1 LDQ LIa0D OR C EJFD. Daemon NeuLon R a . LT➢R. LIGHT LIEIGNr cm, FINISH SYSTEM -.- HAS. MASC RT n ox PER P. rtasLart PLYWD. r1-56. IRPC PRY REM. RErClecNG IEOD. REWIRED No. RDUGiH CPBAii 60430. SCHEDULE SC. 60LD CARE 6147. SHEET Mr, enLAR 60JG 6LPPLIED DY CAPER N6TALLED DY COMRACTOR OPECD. 105:000 60 6dN1E SS. SEW. SING 6Marmrr sawn 667 6TANLE66 STEEL ETD. • STAND.® 6TH STEEL GN CENTER 611aCT. 5tR1GTTAE. 511WCiMA0N. OVERHEAD 611911 BUSPEDED OPENING OYa 63 O•POOTE T TEAR. TOP PARTMov TA TOP 4 OOTTOM rERPETDILU.AR TEL TELEPHONE PLATE, PROPERTY LIVE TEtY. TEMPERED PLASTIC LAMINATE taG TCHG E a Gp70YE PLYW!KO Tb. TEMPERED GLASS PLItO442 TTR TTPICAL PNEL, PAlELNG UTIL ImLDY PAIR UEC. 1NFCI4I1 CODE PROJECT VL.T. VN '1x09011 T1. CCIPONTICN Te.E PRE56URE REDUCING VERL vERIGNL • VALVE dV aNi/l POINT LPO OT HWT GI4RRY TLE LA. W040 QUARTER Lo4l LAwaD RAM. WP: WAtEFTR eNr I•ErAL MANIPACIISaN6 MANHOLE 11NFiP1 NacELLNECIM MASCNTY OPEN*. NoNTUlE IENOTANT /ILLICIT MOUNTING NOT N CCNRR4Cr NOT TO SCALE OYER.1 SEPARATE PERMIT REQUIRED FOR: M ECHANICAL ELECTRICAL [ItI� - UMBING EAS PIPING - CITY OF TUKWILA BUILDING DIVISION 101111 REGIONAL OPTICAL FACILITY TUKWILA, WASHINGTON I understand that the Pion hook approvals are subject tt atitr% and omlosidne and approval of plane does nit authorize tM violation of any of con- adopted Cole 6t Tipp 6 ad piano acknowledged. traCtbt ON REVISIONS NO CHANGES SHALL BE MADE TO SCOPE OF WORK WITHOUT PRIOR -;OVAL OF TUKWILA BUILDING DIVISION P OHS WILL REOUIRE A NEW PLMI SUBMITTAL E FEES. k'C`s3la ;°R± PLAN REVIEW NORTH .011.0011 , 1e6! eslL 01■40 BUILDING SEGE. anAll M.mmnna �-- mu mow mfr 16. MALL SECTION •A°�•n°al N+w .crAA Na,rrnnTm t�"aP" Berm GENERAL NOTES ALL CONSTRUCTION SHAMCOONFOR M'MAU.MPLJIB1.E LOCH, STATE AND FEDERALCODES:STANDIRDSAe0a 25*2I ES. 1. THE 8928.01105 NS TO BE STARED MEWED A EWED SURVEYOR. SUBMIT SW KING PLAN. PRIOR TO STAR f01 T OF CO1QICDON. TD ancH TECr WADING - FOR APPROVAL. 2 SET ADINGFROlPOINTOFR NO .5 S ALL PARKING STALLS 10 BE DOUBLE STRIFE DETAL 102 (SITE PLAN SHOWS ONLYSIGLELIVERORREFERENCE). 4. N PU AREAS A SPHERE 4 DIAMETER CANNOT PASS THROUGH GUARDRAILS. IN bPI2BL1C AMPS. A 12 SPHERE CANNOT PASS - THROUGH GUARDRAILS. TO MINIM IL ALL DOOR LAR85 SHALL BE A I 6P DEEP AND NOT MORE MW THAN SY LOWER 1W TOP OFDOORTHRESTOEA L OCCUPANTLOADSIGN SHALL BEPOSIEDATMN ENT RD 7. GENERAL CONTRACTOR TO COOOLR ALL E CONSTRUCTION YWTH - PRICE- CS1CO . vic`SUBWNRA iC1OR AHLAR05TECr. CONTRACTOR K TO SUBMIT SPRINKLER SHOP DRAWN. TO O AND f5 A ARCIRECT FOR APPROVAL SPWNO.ER 41475133 70 BE DESIGNED FOR APPLTGLBLE NEPASTANWED N SAtDLOCAL BUI D*CODES. O. GENERAL CONTRACTOR TO VERIFY NOSING COHO0S AND CODE - REQUIREMENT AND NOTIFY ARCHITECT OF ALL DSCREPANCIES TO MANS OBSTRUCTIONS, AND D601 I0NAL OSCAEPANCES PRIOR TO CONSTRUCTION. L NO M SWILL BE S BE STORED ON PHONIC PROPHO MEW ESS AN PP AROVAL IS OBTAINED FROM T1EPUBUC W OOG4 DEPARTMENT- 1G GENERAL CONTRACTOR SHALL NDTFYTHECU LIMIGIG R PECTOPRIOR ON. TO START OFC00SIF61C0 11. GENERAL CONTRACTOR SHALL SING WEST CONSTRUCTION LS SCHEDULE TO THE OWNERS TSNG AN:; NSPBCUON AGENT- 12. GENERAL CONTRACTOR I5 P.ESPONM5E. .-CAN IPORARY TRAFFIC DURING RING CO STRUCTO 52OFICAT1DNS 10 TRAFFIC CIRCUI/1TION DURING CONSTRUCT., vti HE PROPERLY FENCED OFF WfTH APPRW®EN CINOBARR ICAD 13. CO NOT SCALE DRAWINGS WR3-TE0 88 -_ ENEVCR6 ED TAEE PRECEDENCE OVER SCALED DSIE07OS 14. GENERAL CONTRACTOR TO 'RAVE SONS ENGINEER VERIFY N VNRITNG THAT THE WRUNG PAD COMPACTION HAT: 8E01 APPROVED UNDER BUILDING: -15, GENERAL CONTRACTOR TO VERIFY WITH CA AR7 H LOL 5Dl:ROP ON =LIES ES PRIOR TO START OF PAVEMENT AND SOT- REMOVAL E GENERAL CONTRACTOR SHALL V TFY THAT 18E FOUNDATI N EXCAVATION DEPTH DRAINAGE. BACK FEL MATE !0 MATERIALS. AND BDNC SUB-FLOOR PREPARATION CONFORM ',ITN THE SOILS RE ORT AND APPRGVEDPLANS 1-0-• 5 LEGEND - OF SYMBOLS ']� ) REV1580N gl \� . SPRINGER WIN 674 =UN GRID '1 -1 8I80� ELEV ATION Mar. F.onnana - / - • sat ax[ man r wORK, OONTROL �� EXIST 015. OR DATUM POINT CONTOLRS LIGHT T NTURES DIMENSION 4 =11 MARX • I + rra a ewer pas amL - w0 - ao.M:e[a =ME w111DQY MMCK / es .�suw iearmnna O /COINER .. GRADE . DE ELEVATION ❑ 1 Ea rrnx aww n ars arc ...Ka al ROOT LARK 61 4w10E u F'LIIORE$CkT1T Q t.n.2 FIBTURES awR. 1 � was nwsFa m..aL.K a aeL ra/a ®i iM . a.wcmc..Au .mom a Lao a taxa awn. sear NINA poun an= manna PROPERTY LINE 13 FENCE `. 0 . soma N01w.w aLlLeta mr WM AN AR eW R uspQaw iIIN IIIRI� �IIIK "11 111111 111 H' I' 1 i � � �IIV VIII C:21 <WPM 11111... Vi JA INDEX OF DRAWINGS TS TITLESHEEr SD.5 SITE PLAN 504 SITE DETAILS 41 LANDSCAPE PLAN Ia2 IRRIGATION PLAN c.1 COVER SHEET C2 GRADING AND STORM DRAINAGE PLAN C3 PRIVATE SANITARY SEWER AND WATER MAIN L7RENSOIN PLAN C4 CCNSTRHCHON NOTES AND DETAILS C5 SAXON DRIVE PLAN AND PROFILE - CS SAX05 DRIVE PLAN AND PROFIEL C7 SAXON DRIVE SECLOi4S A•1 FLOORPUW A2 ELEVATIONS A3 = EQUIPMENT PLAN A-4 ENLARGED TOILET ROOM PAN: INTERIOR ELEVATIONS A-5 - ENTRANCE CANOPY AND SUN SHADE DETAINS Ad ROOM AND DOOR SCHEDULES AS ROOF PTAH/DETAILS A43 WALL SEClONS AS ENTRANCE CANOPY AHD 1RE1S SECTIONS A-10 GEQNG DETAILS 04 FOUNDATION PLAN 03 pou.AT.6 pus. ss ROOF FRAMING SECTIONS 5-5 MASONRY ELEVATIONS 4 MISC. DETAILS S6 GENERAL NOTE MSG DETAILS 344 HVAC FLOUR PLAN M-2 HNAC EQUIPMENT SCHEDULE AND DETAR.S ROOF PLANS P-2 L • - PU/MBING F TOR FCa 4, SCHEDULE AND DETAILS p1, T�p� IE 1� AM AL eLJtN! 4'-s + 6�EYIaLtr45.' 4.1 - ONELLIE DIAGRAM. LOIRIOTFDLTURE SCHEDULE, LEGER,' AND LOAD CALLTRA710N5 E2 - POWER PLAN E3 - UGHDNG PLAN 44 - ENLARGED EouirmaNT POWER PUN ES - PANE. SCHEDULEEDUIPMENT UST SCHEME FPt - FIRE SPRINKLER PLAN cOSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH. WA 913027 (200) 3138100 MNLVANNY PARTNERSHIP PS. 11820 NORTHUP WAY. STE E300 BELLEWE. WA 90005 (205) BARGHAUSEN CONSULTING ENGINEERS, NC. 18215 72' AVE SOUTH KCENT, WA 98032 (209)251.8222 SOILS ENGINEER GEOEN0NEERS 5410156 AVE NE REDMOND. WA 98052 (205)80141000 STRUCTURAL ENGINEERS NORTHWEST ENGINEEFt 0809 WDODAWN AVE E SEATTLE. WA 98115 TEL NO. 5200) 525.7580 ELECTRICAL./ MECHANICAL ENGINEER FIRE PROTECTION ENG55EEtt LANDSCAPE ARCHITECT ENERGY MANAGEMENT CONSULTANT: CONSULTANTS ME INC. 14900 INTERURBAN AVE SOUTH #203 TUKWAJL WA 98055 (205) 241.2012 W.B. LEHNER 15023 HWY 99. SUITE N LYNNWOOD. WA, 98037 (800) 8950559 WEISMAN DESIGN GROUP 2329 East Madison EL Seattle, WA 98112 (205) 322.1732 TRANE BUILDING AUTOMATION 2021 15250 AVENUE. NE REDMOND. WA 96052 (208) 6434310 SITE & BLDG. STATISTICS L 50 LN4D1SL0lGCODE I � t1 1 4 W. 7ONN0e T.US.. 3. 6Ete.AGHC6, r. 151 L 884:51,8 25* 15 4. 3. d 4.2 r b �/ t D. LO T COe AL LOOED. '20 .1 y (44 60 ACN.24. II2GE. - 6 o ( 3.4� 0 00 .0 ) 6. I.A0D6CAP8Y P16Ovlo D. ,,,, ' �y .... Rom*. $ -b29+ pl7ppL�2T`'U-le,19 i f Y 1 `r"' u ' ..r: s a SoUTh) xof 1 �t> i. a TYPE:ca+6Tact;La1YF1i' P HON II.L.11 a o^.ar11 1• GACUPC A F -I 10. OCarANCY LOAD, 114.4 NO.. 21 6 10 . 2. aqn . , Ilo 4+aM 481.0 ae.•.•••S•Lbaea i .qri. • I _ eoay.nea M bomb nu •VIOBX 3 i ' 441,• ` ^�T t . 0...i... 01114 *Me 0 - 3 .qn • - 4' aeaupww TOTAL OCCUPORE 103 I 1 om185• 0. EATS I EMBREM !01.1 88585120. X'2/12.. „ 221 O. fast or .an r ogolro L ENDS PR SIDEDs 2 mass •SYv 3waft x36 °*MR . • 23 n.• ....1. mit D, mlDBG 11810/7 a WORMS. 1 ALLCIIm DT BLDG. CCM 4o ALLOLED DY WING CODED 51 ACRLAL WILDING MGM. 12) NO. OP 5T0RIEb _ I K PARK. REWIRED. p-� 4.5/) CVO .glca n 34+544.g TOTAL• PAAKINO EPA es mum % 18QIBED FOR 140-0ICMPP0D '1-- 4160IOAPPED x.0006 IEQD 0. NORM: mama,. � G•:' _ rOTAL. OPACE5 • S- NNCICAPPED SPACES Or-Fe121P APP129VAL. I j� t'i t,J,�zi}}Y1�t2 SHonye•lep fix8 AvPRvl 5t1P DWq.S. DO1 -300 RECEIVED CITY OF TUKWILA PERMIT CENTER 3 / � �R�O � ( � Q a -- I p er - -- - - -- - - a — -- — ,, - - - - - - + - - - - - - - - - 4444 I�'I 0 , X 1 . \ igi ' e' 71'•N Y•0' O ITN,I.I • a•a . 1a'•a �' I !MIS • 1-0' 1 NW I' 7I . -__.-. •_---° 4444 _ 9.71.96 10.1.96 6.MITTED FOR aIHERREN4NT APPROVAL 6.111 FOR oar** INRMIT 6UOMITTED FOR DID NNERIRRUNTMIP CORRRG114146 12 17UILD246 PERMIT OORREG 1040 SLOG. DEPT. CORREOTIC. PATE, 10 - ? -96 A117 nn °Rinlll- 1T�. AI REBPtBPO )N DRIVE v d r' ZOJECT NO. 95 -014 r O9 SITE REGIONAL. OPTICAL FACILITY 1141 SAXON DRIVE SOUTHCENTER — TUKWILA, WASHINGTON U4211' 2" m¢y Q PLAN PRICECOSTCO INCe 3 r 0 m z MULVftfl lY PaRT(IERSH I P ARM 1 E C T S P. S. Douglas Mulvanny IN Jerry Quinn Lee is Mitchell Smllh y Carol Simplon 11820 Northup Way , E300, Bellevue, WA 98005 (206)822.0444 FAX (206)822.4129 REMOVE ERISIINO WALL T1115 ---i d oT i m 0 u z I o W O 109.00 Cn 0 PDRED, MB, REDPPPEF DE- re10' r - 1 L J I i L EMI MMMMM NM ELEC. PANEL r - rn r-i .lr i I '7 - 'I =• f--I I L. I J_.1 IL. I..L_1.1 , F JI i M I .T 1 1.7 1. J G'\ 1 4:Th b JI 4 I I 4 I 11--1 r-, r-= 1 r-1 -- Q L J �J ( i 6 1� 1 M I / I CJ I I Q I) —y - -J _4 U. — r7 rT •L — " - - -L I , U. .I-.... LLI__LJ_._/_1 LL -... i __3 ---,,T-L.1.1.1._41, •r - - r� •�� _ -. '1.^ - r_I - - 11 T - -CT Y . T ' _ J • .. t ) 1•••j)..r,:..6L.- 1 " I i i�E i L)i ii iD r'j . 1,,,) Jlrt 11 II J LJ I..J I. L - I J I C11 1 1 I I i.. 1 k. I h I'�CY '�I I 1 .L_ _ -1.1 it'll': .I 1 D w I r' ^T--1 I-T-' 1 - 1 r -I r I L}„+_ J 17:1 ..., d I I III I 111 << !I", 1 I I C11 I L.1L. h9 0 L L- ][] —I\ r r 1 rr q', 1 r7- I D tl la l 1 1 1_. -1. 1 LID 1 1•' •1 4,0 0 , O I • 0 ' 11'•4 N• FT- - rT-1 r 1 Fl 1 1 1 1 1 1 1 II 1 1 1 h-1, F +1 . F -I hi ' 1 JJ 1 1 JJ 1 I I J I J F +l +l 1• 1 H 1 Vi 1 1 1 11 1 - 1 II 1 1 I F +� F+ 19 F -I I I I i l l I J I -, LJ_ 1 L1-1 I 1 10 HI ' 1 n 0 I 1 1 1 �• I 1.7 4,p1 r'T-'I rT-I I 'I - "1 F• {1 pl L �I_,_J 1 1 J 1 I I I 1 I I L.l 1 I 1 1 1 F +l F F1' r Lu }� I I I I I I 1 1 1 1 I L } �II • LL II 1 I - 1 . I. 4;1 nl `{ X11 t ° � i i' I- �1 L TNAY OT ` _1 J.. I R � I 1 I _ �' . ..___ - - M I ^ III II 'hl T- 1 _i_ L. 1 1 I I I L rT'1 rill l 1 Fir! r'ri rT� 1 1 1 1 1 1 I I I Fri 1 1 1 1 F +� 1 1 1. 111 1 I i 1 1 1 I I I 1 1 1 1' I I I I L_ J L.LJ LJ J L LJ.J L..LJ 1 I T ( rrm PPIIRMmT,T.n 2 '•4• - i 9'..4 2. • '4' -0' PLANTER ■— A / �I PL • TER 14' 0• 0' m• 14' - 4' 0' 0' 1 U'•4' 0' m' U'.0• 2' - 4' ' — — ! ` I 8 I 1 b 1 1 �. _ L 1 1 \ 1 6 I a I 411 I, 1 fi r. I I I I I ... 0'-m' 4' -m• 0'- 0' 1 4'-0' 0' -m' 4'• I 'L .: 1' ;1 1 1 1 f .� r T'l r 1 11 I I 1 1 1 I I L IF + F + F T I I I I I I F +"1 1F +"1 F +l N I' I I I I I I I I I w I I +" F +-I IF +-1 ' LH F +-i _ 1 JJ_L -W_ I I I —Ll -- —� 1 1 1 = F +-I IF +-1 F +-I F+ ‘ ' a I + - 1 F + 1 1 I 1 19 1 Ill I 11 I I I I I I I r 1 .LJ• L LLJ .LJ L1 it. W L w I u r I rTl IrTI rTl rT F -_r N I I I I i l l 14-1 I I I I O r$ I 1 F� I 11 "+ 1 �'F' 1 I I I I I l it I I I I I i I I a 1 O I -1 F+-i IF +-I F +� F+ 1 I I I I I I I I 11 I I *� I 1 I -1 F+li IF+1 LH ' F+� i 1 1 I I I I 1 1 I I I$ F t © I 1 - - 1 F +� F +-I F +� F+ 1 1 • I 1 1 1 1 1 1 1 1 1 1 I- '•^1R �'nM W - P !MM�N'.. - sus u. I L . IL IiiIL_____ b PLANTER 0 i ajrAmsailmaes m mratr,Frs!rmiWtr w T i em a urlrsi m ai m trtmMk • .2 IA' 44' - IQ' I2-4' D It -4' 44•-4• 74•-4• 44'•0' 49 -9 44• 95 -014 FLOOR FLAN REGIONAL OPTICAL FACILITY 1•4'1 SAXON DRIVE SOUTHCENTE°R- TUKWILA, WASHINGTON MULVfl lY PRTf1ERSH I P AR C H I T EC TS P. S. Douglao MuNanry Jerry Guinn Lori ■ Mitchell Smith 11 Carol 3Irnp•on 11820 Norlhup Way , E300, Bellevue, WA 98005 (206)822.0494 FAX (206)822-4129 r.s111NOMMONsr DATE 14.1 .96 OMITTED FOR GUNOWTEWNT APPROVAL 6U0MITTED FOR 15111-DIN0 PS/411T CQJOTRUOTION DRAM. AO QUILT DROWN.. pUOMITIED POP BID CUNI,TIO OIT/OIP c4RRECTIGN6 I' 1 10.4 b Bu1LDMO PERMIT OORPEO11rH0 (..JZ, 94 . A 14.4•90 :4. Pnn� 'a � to ou� I.mlliPlon ln nn' _ BLDG. DEPT. CORRECT10N0 r II form PP CINC4a0T q.aunu - +1.1 -4" r . g- PIN FWMTIIM. T.K 414U +1' , o O" „ter,+ slve ,Mtem„..auw.a.1rIr twurit,agfre ® no." Iinfe!NV r fee p[criK allika 11111111E 1111ME E LO awe °dxr •"© c a. , kolUtrt- G r o SIM 2111M-11111111 MOle L our- raice � 1 1.7•r+�e QiT'fF' � Ps.RrFLT J 1.4 ••, w . — - , b11,10.Nrwes " �,ww - - N- ORT.H- LE.VAT1ON Ra „ . • ,wk ut 41- 60.9 We.* fAIC GL`r RETUW to ar10 T.O. GM.i TO.r.MU ♦I9�- Wilma iriai�ii�i� iriyl T•e.4TU t81� 4 et, s•aa 111111- mvomismi. joir A444r4 fr.u..,n sI aNN can 11. r4.44 wr. uurwN ) ,3.Mrraf1144011.1J• e#1VNQ 4 o r�P tL NA4UR1t+ R Nary,- +r /1f ,, ..• aver• er av IN. thin” GsNeN0,5fa trail �.m aP Rome e414o.4, ' ,SU ga* S"IaM/e 4 ..WEST ELEVATION ritiM 1l1L6144(A ��II. > t ��.� sru-r - J wU - co,e . c.nd.�rrHATI.Ef4J.( iv.4 th at p F.>Y R c�al,M � � Cp .�� av reeve lr� DO13OO SOUTH E-LEVA.TION con ,-erN4,TTP i --- 5f1,i- wc.e u4+=.eµ- aa.ole.41.1W vu. ae.sof ...ca, W31kM•e .,„... F.c6 rtrsap.l. taoR 6MU ,1'? i.u.s.ws w e.s4 Weak", GPI•i c•w avet og e,.,oa)tyRlKSI.E.,,T ■ Iio,•1.UF o.+aG EAST _ _ E L E V A T I O N RECEIVED CITY OF TUKWILA 1:4 4r1U ,11;4n CI APPROVED S EP 2 7 2t01 AS WEB 1V1!` rat ti_ PERMIT CENTER 110. :MU i I1' -4" R 1 LL/ C €2 ig 1— a— - l 3 >-- i c— i 3 : Ef R 7:1 A.2 • WHIPORTS • 0.0CTTP-7 0 ROOF 1-4ATCI4 DETAIL NOTE. L LADDER TO EX- ITS. TO TOP CP ROCF 2. STEEL LADCER TO TEET ALL woes 4 RECUIRETENTS. 3- PROVIDE SUPPORT BRACKETS • P-0 OC.PIAX. LADDER DETAIL t-vr °LADDER ELEVATION DETAIL EiRIELketElE9EITI=C131=32MMf 1, --,- -MIATITIATIO 1 1 iffeeiTa NOTE, GEE MECH. DRAM. FOR DUCTWORK FIEEMATIONS 6Th CURB DETAIL wo-er PGATFOIZM AI5oVE SANPr,LAST d i g ,, s noop eLev. 'Fe. MEE RCCP FLAW z. eorrors carnet &tip CMU WALL-WATERPROOF me CR MOE OF PARAPET METAL MI. CAA 13ACKS OF PARAPET WALL 1 EPDPI. WHEN C. pni_ PSDIEL TTER... BOARD Ri PEP CCHT. TO EXTER/OR IMPOCRNI CH e JeT. MT. / olc, lopic a...._ r 5 IPI w. Welit ice j • aimi • ....:-...9., BMW. 0 OrEFFLOS TO re r LOSER MAN ROCS. .8, IP' DALY. TETA, 8127EvE 32 a/4.E O/ V UDE R.AtIraE TCP I SIDES. ISDITCP1 FLAW. TO BE 10 ODE WELD MIERTIGHT ear Ri SEALANT," PRPE 4 pASE REPS lir Cp... rzeerueek RONLEADER SUE Pet PLAN ISEE PLLGIEW43 COW rz ROOF DRAIN DETAIL 67,1 PeTAIL K2./w- DOMe INGULA ALL7 4--- EiSCAkeL51=ZIE:031VIC. 01401ria DAAA.R.Lat CP PARAPET WALL RIFE MOLDED AL FLA... CONT. UP A. WIDER REOLET i ini " * .■■■■ en, wooens at meals PRIVERRE 111: BATT. INSIL. WEE =kin raw t pagm.pgr DETAIL (.2) WO 4,0 D01-300 METAL TRIM ANGLE roam. CLOSURE CAALRET GRCUT CELLS PER STFUCTLRAL CP1.1 WATERPROCV FARM CP PARAPET PETAL SIDI. 071 BACKSIDE Cr PARAPET WALL TIM PETAL UP WALL INVER COAATIM FLAWING. CCM CC7(T. MTL GUTTER RWAD BOARD - SLOPED TO DRAM LAVER - IDC119.0 UP ILLALL. OvER TETAL LACER CONTER FLAS71..CONT. UP MU. MTL- ROOM ON TRAPS. PRE-PIOLDED CLOSURE CASKET I II firl iiiV*117 10.111 PROVIDE NEAT TAPE SEE ELECTRICAL DRAWN. COLD CLTIATE CRLY r ROOF GUTTER DETAIL maw. e PI-COCCI AIRTI SLOPE TO INIERIOR CP PARAPET GALV, GMT PTIL CAP FLAMM T TTP. r01 Alt■Al 0 01 I 14,fris PARAPET DETAIL 3.9 cp O 0 0 ® iic LeogriO Pit, 14%W • < › CP PLA6 0450/5. frri.r • D-- Tar of rpere 'cave- flri.?..2 (de) /' ROOF PLAN SCAE: r • 30 PRAM. - SEE STRJCIURAL NNTL FACED BATT INGULA1104 CLASS 1 FL-APESPREAO crnel PRET/OWED CI-COURE 6ASKET GAL, SCREWS BV NEOPRENE WASHERS TTP. 00710 BEAM ATOP MI.J. DEE STRUCTURAL MT. AA PLATE IW G2` AB, • OC. =WIER LAW AM WEDS C 7 LW CM TINA 2 C0JRG416 ACCENT SAM META4. 41010 01 MICKSE. CP PARAPET WALL CPILI WALL - GAME CELLS rem STRUDEIRAL csLA PERMIT CENTER .iimr,aLt F.4a4-14-1rA.- rrA- a-w Urf op J1.1 fi'el C34 0 cin-rrii4. oF.' ..1,.. et:1•41-W-clicrH leittful 9 iv •i pp:A, H ve.,-ro,4) ti 4). a o 1 1 A7 S4,0. 04,4Y IZMFAIIIMIESI Illt 3 m. W> . 21=4 el- xi. Sc%Reel 1 DIP 1.- a FAr-AFT 11IM-1, t --.. :,--. < \-Estd3 to.4 mut> e Rocv- wcu.4.1 lec.f Rip.e. t rg-a-7 ,.. elOt. tee.4 ow 5ri- Jotvr Ir4 4.0b 7 .61: 4 1,b'-'•--<rg'4 41 . ,I = ....c.....m =a IIIII 0 31 -4P 31,4, • WHIPORTS • 0.0CTTP-7 0 ROOF 1-4ATCI4 DETAIL NOTE. L LADDER TO EX- ITS. TO TOP CP ROCF 2. STEEL LADCER TO TEET ALL woes 4 RECUIRETENTS. 3- PROVIDE SUPPORT BRACKETS • P-0 OC.PIAX. LADDER DETAIL t-vr °LADDER ELEVATION DETAIL EiRIELketElE9EITI=C131=32MMf 1, --,- -MIATITIATIO 1 1 iffeeiTa NOTE, GEE MECH. DRAM. FOR DUCTWORK FIEEMATIONS 6Th CURB DETAIL wo-er PGATFOIZM AI5oVE SANPr,LAST d i g ,, s noop eLev. 'Fe. MEE RCCP FLAW z. eorrors carnet &tip CMU WALL-WATERPROOF me CR MOE OF PARAPET METAL MI. CAA 13ACKS OF PARAPET WALL 1 EPDPI. WHEN C. pni_ PSDIEL TTER... BOARD Ri PEP CCHT. TO EXTER/OR IMPOCRNI CH e JeT. MT. / olc, lopic a...._ r 5 IPI w. Welit ice j • aimi • ....:-...9., BMW. 0 OrEFFLOS TO re r LOSER MAN ROCS. .8, IP' DALY. TETA, 8127EvE 32 a/4.E O/ V UDE R.AtIraE TCP I SIDES. ISDITCP1 FLAW. TO BE 10 ODE WELD MIERTIGHT ear Ri SEALANT," PRPE 4 pASE REPS lir Cp... rzeerueek RONLEADER SUE Pet PLAN ISEE PLLGIEW43 COW rz ROOF DRAIN DETAIL 67,1 PeTAIL K2./w- DOMe INGULA ALL7 4--- EiSCAkeL51=ZIE:031VIC. 01401ria DAAA.R.Lat CP PARAPET WALL RIFE MOLDED AL FLA... CONT. UP A. WIDER REOLET i ini " * .■■■■ en, wooens at meals PRIVERRE 111: BATT. INSIL. WEE =kin raw t pagm.pgr DETAIL (.2) WO 4,0 D01-300 METAL TRIM ANGLE roam. CLOSURE CAALRET GRCUT CELLS PER STFUCTLRAL CP1.1 WATERPROCV FARM CP PARAPET PETAL SIDI. 071 BACKSIDE Cr PARAPET WALL TIM PETAL UP WALL INVER COAATIM FLAWING. CCM CC7(T. MTL GUTTER RWAD BOARD - SLOPED TO DRAM LAVER - IDC119.0 UP ILLALL. OvER TETAL LACER CONTER FLAS71..CONT. UP MU. MTL- ROOM ON TRAPS. PRE-PIOLDED CLOSURE CASKET I II firl iiiV*117 10.111 PROVIDE NEAT TAPE SEE ELECTRICAL DRAWN. COLD CLTIATE CRLY r ROOF GUTTER DETAIL maw. e PI-COCCI AIRTI SLOPE TO INIERIOR CP PARAPET GALV, GMT PTIL CAP FLAMM T TTP. r01 Alt■Al 0 01 I 14,fris PARAPET DETAIL 3.9 cp O 0 0 ® iic LeogriO Pit, 14%W • < › CP PLA6 0450/5. frri.r • D-- Tar of rpere 'cave- flri.?..2 (de) /' ROOF PLAN SCAE: r • 30 PRAM. - SEE STRJCIURAL NNTL FACED BATT INGULA1104 CLASS 1 FL-APESPREAO crnel PRET/OWED CI-COURE 6ASKET GAL, SCREWS BV NEOPRENE WASHERS TTP. 00710 BEAM ATOP MI.J. DEE STRUCTURAL MT. AA PLATE IW G2` AB, • OC. =WIER LAW AM WEDS C 7 LW CM TINA 2 C0JRG416 ACCENT SAM META4. 41010 01 MICKSE. CP PARAPET WALL CPILI WALL - GAME CELLS rem STRUDEIRAL csLA PERMIT CENTER .iimr,aLt F.4a4-14-1rA.- rrA- a-w Urf op J1.1 fi'el C34 0 cin-rrii4. oF.' ..1,.. et:1•41-W-clicrH leittful 9 iv •i pp:A, H ve.,-ro,4) ti 4). a o 1 1 A7 I NO '85 W - 8E. • R� OPTICAL FACILITY PRXECORWANC 61 SAXON DRIVE WILA, WASHINGTON ... . _. ... io z MU LVFf1 flY PFtRTfERSH I P A R C H I T E C T S P. S. Dougla4 Mulvanny ■ Jon) Quinn L0 ■ MttchoN Smith fu Carol Slmp►on 11820 Norfhup Way 9E300 Bellovue, WA 98005 (206)822.04.44 FAX (206)822.4129 , l =MIN Ate W4 — II 11 LL 111 a1PERIM m a'fA1W71iii 010411 111 mffinffimemmmmMENNIMMINOMMEMmaimi III�T 111= 111 DAM:1.2414 W. Mirk m •.- '^im - . � ^.. !^ tO tZ7 f I ` > 5 DRAWN; CHECKED; SUBMITTED FOR OWNEWTEN8NT APPROVAL q, ;77 .% SUBMITTED FOR BUILDING PERMIT p.41•Q(,. SUBMITTED FOR BID 1 2.2.14 OWNERnENANTI8ID CORRECTIONS (0 .to .16 11 •I‘6 BUILDING PERMIT CORRECTIONS 18.0 • $, 1•Id % CONSTRUCTION DRAWINGS RECORD DRAWINGS hT� aim MI wAUnraran SNP CONTENTS: FOUNDATION PLAN ( I SUBMTTED FOR OWNER APPROVAL SUBMITTED FOR BUILDING PERMR 1� SUBMITTED FOR BID REGIONAL OPTICAL FACILITY 1111 SAXON DRIVE SOUTH CENTER— TUKWILA, WASHINGTON .. �c1�C, mum OWNER/TENANT/BID CORRE i ID. 01 B UILDING PERMIT CORRECTIONS „'.,,.2 ME CONSTRUCTION DRAWINGS AS —BUILT DRAWINGS ti NORTHWEST ENGINEE - NORD/WEST INC. P,S, mum =go 1011 r000lwlt aMC NE 50 TRE 11flwmal N115 (SON) Cal 754 REVISION BLDG, PERMIT CORRECTIONS' 12 -10 -56 I 230,0' 1 1 4 ., ,21,c1 caoll.S SUBMITTED FOR BUILDING PERMIT 10.11,10 SUBLIMED FOR RIO , , 0 ER/TENNo RIO CORRECTION; BUILDNO PERMIT CORRECTIONS' .7 REGIONAL OPTICAL FACILITY 11 lit SAXON DRIVE ' SOUTH CENTER-TUKWILA, WASHINGTON . 11 CONSTRUCTION ORAWINOS AS-BUILT DRAWINGS • 11 1 1 1 1 1 r H. 1 i 4 I; Ii A i 12 Ig 1 I 1 1 r ! AM ,. r li. A ll v . . ' I H . MUM A illY r 7" )) iZeaal - 7h0092 Nr'llip .,,, , j;r 11 . 19.111(11i -'"- ) Ti - , 1 4 i cr-a•>, .zi Ak LA MN& .1 lb • ' ,-, I _ 3W-0' 39 tr-r T 3W-0' — T --- firm A ig — 1 1 1 . H 1 SLOP . r , I I ! -7 r SWPE lir ; ' „ ■ it, „ , , . , ... r ill V . pi, 1 l AINIIIVAIN , ■ ■■ 7111, 1 11!" A Ak i ! SHEET CONIETOS ROOF FRAMING PLAN : • PiWiCaiTc• livg, ., ,21,c1 SUBMITTED FOR OWNER/1E14MT APPROVAL SUBMITTED FOR BUILDING PERMIT 10.11,10 SUBLIMED FOR RIO , , 0 ER/TENNo RIO CORRECTION; BUILDNO PERMIT CORRECTIONS' .7 REGIONAL OPTICAL FACILITY 11 lit SAXON DRIVE ' SOUTH CENTER-TUKWILA, WASHINGTON . , CONSTRUCTION ORAWINOS AS-BUILT DRAWINGS • NO REVISION . DATE & BLDG. DEPT. CORRECTIONS 10-28-96 AS NOTED ' 12-10-S0 , • 9 F 111 J-1 • 1 !41 roar .05 1\ 14 j7-013 JcsiT 5 0 5 o TYPICAL 80'-O NORTHWEST ENGINEERS - NORTHWEST pa pa, 0,0119 DOM lea MAN N& NAME 00071011 RN) 023 TA <20•785 oIr-,CF> <13.-0> I -1/ 1° 1 - 4-1 23• 4•-a• 22'- 22-4 TYPICAL 22 20-0' 25 2r 37 -5 . 22- 4' 100 © I • 0 WALL VERTICAL REINFORCING . SCHEDULE (5222201251,2.3, a 4) LOCATION W � ��.� a SPACING �� CHORD REINF. GIRO ® ®a ® 40 3 16 CRD ©,Q& ® - 310% 3 /6 CRC ® 0 CMOPY 24 3 16 6 CJLU. WALLS • COLIPRESSCR ROOM 4owe 2 is TYPICAL C.M.U. WALL BOND BEAM LAYOUT ALTS. 0 06 RE7NF. N B. BEAN (RAGE INSIDE E.F. BEN) ADD 2 /5 (1 EF.) SCE aF EXP. Jf PVC ITRERSTOP SEE ARCH. FOR FILER WALL EXPANSION JOINT LlffE; LO Biff PUCE ANY EXPANSION JOINTS WRHN THE SOLID GROUTED .ALBS NEXT 70 OPENINGS IN WALLS. NOR N METRICS. ExCEP� AS NOTED ON ULU. EIEVS.--, NEL BEAN RENO: CHORD /HRD ALL EXP. JOINTS TYP. VERT. WALL REMF. SEE WALL SECT. • LEFT ROW. EA SIDE OF OPNC. 4 15 VERT. (2 E.F. 2 45 MOREL N 4'-O' EL. • 4,-0 TIP. TYPICAL 5 —0" TO 9' -4 "- OPNGS. 8" C.M.U. EXTERIOR OPNG, - N.T.S. 52x BAR OWL LAP DOWELS LATCH WALL RENE: PP. POR VERT. EWLS OVER OPNGS EACH FACE VERT. STEEL } CLEAR TO EACH PACE SHELL. TOLD BOND BEAM REHLF 3ARE OF V.E.F. RENE 2. 5EE P LOLL EL.EVQ PARTIAL L Loss TH6 SHEET FOR SPECAL REINFORCING AT WALL OPETit105 • SEE mums ON 0205. 53 d 54 FOR SPECIAL REII6ORCM AT FALLS. 5 scup GROUT IMRE FALLS. 4. CHORD REM 70 BE M 00110 BEAN 0 ROOF UNE AND 6 TO BE CONT. TH LI DP. JONI . Tf ■3T. u &T♦( •1) END OF WALL CORNER BARS 70 LATCH IORQ. min MEM AT EXPANSION JOINTS. EXTEND ROOF CNOM REINFORCING CONT. TH U THE EXPANSOH JOINTS. STOP ALL. OTHER HORTZOMAL REINS:RC 11G ES. OF JOINT. CO NOT EXTEND EXPANSION JOINT DELOW TOP OF SLAB ON GRADE. TYPICAL. C.M.U. PLAN DETAILS wso SEE SE>;T. O-T) 3 - 1-p 1 /5 VERT. HOME. M B. REAM (tl WALL CORNER /5 HORR KIND i6 14 BO &I. TYPICAL WALL OPNG. UP _ 0 4' -4" WID (V.E.F. REINFORCING) - SECTION A -5 noet - 14 - 7•-D CIR SOLD GROUT ONLY CELLS E6 05016 PER EMS. t SCHEDULE CELL OF ROCK ABOVE t BELOW CHORD RENE. TIP. VERT. WALL RENF. SEE SCHEDULE . 52A BM OVAL J • W ONES. WITCH WALL RE7NF T7. FOR VERT. BARS OYER REND. EA. SCE OF PNC VEINO. (3 .61S TYP CAL 12' -0" TO 15' -0" OPNGS. 8" C.M.U. WINDOW OPENINGS MAIN ENTRANCE T. S. - TRUSS ADO 2 15 - HMR. TYYPP 2 /5 N0RQ. N 4-16 /0 4' -60% TYP. ADO 2 /5 NORM M 16 IAN. BOND BM. 1YP. VERT. RAE. RE1NF. SEE SCHEDULE 7 /4 • 4'-6 • EA ROW OF HEADED BOLTS e }' o4'x 0 EA. SCE ADD TO 0)5 WALL 0 5146 a CENTER ON E18ED PeitiWir CanE SECTION R -5 x 6 zt • -9r•� HEADED IDL • 6e% 6 RR GA a 00. r. ERECTION BOLT TS. DLL PER PLAN _ 1 PO LEDGER NOT 4x USE L4x4x COAT. / HEADED B TS • 24 "0% TP. AA - 0 SHEET 8* S5 1! ig JOB N. 96063 ENGNEE*U RJR. ORAR10 140.1. 9 -25 -98 18- -(8 SELF-TAPPING EYE SCREW. PENERATE TH U EL MEMBER TUBING UMW.. rAPPLND SCEWS }" lrw x 20GA. MAIN RUNNER SIDE OIL SAME AT TOP BUT MAY BE BENT EY SCRUB TO MAN RUM. ION FR 9E I AS TECR ED SPLICE smut TO t SRAM CONN. UP. RICO STEEL HEAVY WALL EMT CONDUIT STRUT 12' -So/c EA WAY. START 6'-0 MAX. FROM I EDGE OF MSG AROUND PERMETFR .4(448 SEE ARCH. FOR GEEING VFRIOA1 SIPPORL OR ROOF MEMBERS DNY BE SE JOISTS) 112 VERT. WIRE RINGER RHODE CONDUIT SRN. PROVIDE RETOOL ENO 3 INIERMAEDATE VERT. SUPPORT WIRE PER US . REORDERS. .ERE ins maim TWIN 8•-f AND LSSS THIN 17 ADD (4) 112 CA SPLAY WIRES. ONE 0. IN MATE G RUNNER LOCATE ADDED 5110 WIRES AT 410 -411. OF CONDUIT STRUT. 1'' : 20G. no SNEFL tpNONBE WHERE 6 GREATER TR A N 5'-6'. • 22CA E7MI STEEL CONDUIT 511100 UP TO 'L' O0 5'-C. SP OVER 112 GM IN PLACE VERT. WIRE CUT TO FR' d SIM TIGHT 10 FLOOR OR ROOF 5(R11C1180 i MAR RRNER MAX. MAN RIMIER CROSS RIMIER (USE SMOG LOSONC PN 70 FASTER CROSS RUNNER TO GIN RUNNEL (4) 112 GA. SPLAY MARES. ONE EA. N PLANE OF EA. RUNNER - 008841.11 MOE APPROX. 45 ALL WIRES SECURED 10 MAN RUNNER WITHIN T OF INTERSECTION. AT CA ENO OF SRAM WIRE OR VERL MARE ATTACH BY LOOPING WIRE IMO HOE N RUNNER. CONDUIT STRUT OR TPAH EYE SCREW & TESTED WIRE RIGHT PROMO AT ( THREE COMMEIE TURNS O N t� •TTP . FAST TYPICAL SUSPENDED CEILING "LATERAL" SUPPORT DETAIL QNLY) 2'-OF C METOt AIL DO1-300 LIGHT POLE BASE GENERAL NOTE TIE FOLLOWING NOTES APPLY UALE5S NOTED OTHERWISE - ASiil'S NOTED ARE TO BE IATESI EDITION 1. DESCRIPTION Building Nara 6 Site Location - Price Costoo Regional Optical Facility located at 1160 Saxon Drive, TMAI la, WA. Metal Supplier's Name - Var.. Pruden Buldings Building C n Contact - Bob Bab .d nto (208) 431-3670 2. RESIGN CODE AND STAMADS Applicable Code (Editlon/Naero) - 1994 Uniform - Building Code Code supplement 6 Dote - WA State Ammmdnnst to Section 2211.10.13 DEAN Cods will not be u..d In this protect) 3. DESIGN LOADS a. Roof Live Load 25 (oaf) (snow) b. Saw Load . Bo.1e ground snow load - 35.71. Baltic roof snow load - 25. impartanw factor - 1.0.. snow exposure factor - 0. Drifting snow Is required In the design. o. Seismic Zone 3. Importance factor 1.0. Mech. 6 Refrigeration unit loads will bs picked to the point of the units 6 transferred Into the l ateral system. Sprinkler lines will be braced to bottom of main or bottom chord of steel trues, by the sprinkler contractor. Metal Building Supplier el. pink up these loads at this point i transfer them Into the lateral system. d. Wind Load Basic WM speed 80 (mph)• Exposure C. importance factor 1.0. Colloteral loads were not Included In uplift design e. Collateral Load (not including 0 e s wh mschanl 41411 its or draft main.) Ja l paf lC oh.wr r 8.5 5 ao p plus aprlRki naantratd d la care erltlwl. f. Dead loads - 9. Special Load. h. Load Cmminotl,s. Francs 4 psf. • Weight of roof st by Metal Building Supplier. M T following spe0141I cial loads ore to be coml.:red: Mechanical equipment on roof. SprlMeler lint.. canopy S eth.• reaction w noted an structural drawings. All Cods required Rod combination._ are to be used In the building design. Colon reactions fro. tines load ocmeinatian a•. to be given to the foundation engineer. 4. V Engirt N i s to v.;121:11. ds.tgn 1MOr1otlan Iist 4611. aM notify Englners Nortlnest a snrapanelq prio to metal bnHildlwg dall)n. TIE F0008T� OESIG8E0 11114 AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 PST. IN ODEON. WITH SOILS REPORT (0975036.1) DATED JULY 18, 1996 PREPARED BY GEGEHCIEEI6. INC OF RE NOND. WA. TIE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMQ4ATION5. ALL 00010 MD SLABS SHALL BEAR SOLELY ON COMPACTED STRUCTURAL FILL. SEE S01LS REPO S. ALL D1014 ED FILL AM MCKFIM TO 8E" COMPACTED PER SOILS Emmett IECOMEMMI TIOS. TIE MAXIMUM 006117 GALL BE EM. BY SOILS ENG.EER. ALL EXTERIOR FOOTINGS TO BE FOUNDED 1'-6' MIN. EM. FIRM. MEE U.N.O. ALL !METER FOOTINGS TO BE FORCED 1' -0' MINIVAN BELOW TOP OF ADJACENT FLOOR SLAB. A COEFFICIENT OF FRICTION OF 0.35 BELOW FOORINIS ANO SLABS. PLUS A PASSIVE RESISTANCE OF 300 PCF WY BE USED TO RESIST LATERAL LOADS. FOR CANTILEVERED RETAINING WALLS WITH LEVEL BACK FILL USE AN ACTIVE PRESSURE OF 35 PCP' DOPE7PANSIVE LL) AND A 250 111 SURD.. THERE TRUCK TRAFFIC C 4 OCCR. SEE ARCH. AND S0(4.5 OILS REPORT FOR SLAB ON GRADE URDERLAAYMENT. ALL EXTERIOR SIDERALK AND INTERIOR SLABS GALL BEAR ON SOILS PREPARED PER AND APPROVED BY SOILS DEEla4Et AND NAVE AN ALLOWABLE BEARING CAPACITY OF AT LEAST 500 PSF. RECEIVED CITY OF TUKWILA PERMIT CENTER • F'a w 4000 PSI. 5-1/2 SACG5 MINIMA CEMENT PER CUBIC YARD FOR ALL CWVGVE1E SLABS: F'0 . 3000 P51. 5-1/2 SAGE MINUMR MEMIF PER CA0(C YAM FOR ALL OTTER. ULTIMATE STRENGTH DESIGN TERM USED. MIXING AID PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS 9ALL BE IN ACCORDANT WITH ACI CODE PROPORTIONING OF AGGREGATE TO 01 BE SUCH AS 11 TO PRODUCE 41 A DENSE =wax =wax YIX WITH 4' MAXITIW SLUMP (UNLESS SIPERPLAS0IC1ZERS ME USED) E RICH CAN BE PLACED WITHOFT SEGREGATION CR EXCESS FREE SE WATER. FOR ADMIXTURES. SEE SPECIFIGTIO6. MAXIMM IATfR/CFM44T RATIO 4 0 0.48. 49. 3/4 CHAMFER ALL EXPOSED EDGES, MESS INDICATED ITTERt0SE ON ARCHITECTURAL DRAINGS. WATER CURING SIDE- BE USED_ AIR ENTRAIN ALL HORIZONTAL CONCRETE EXPOSED W TO MATTER WITH 3X TO 6X AIR BY VOLUE. LIMIT WATER CEMENT RATIO 710 110 TO 0.45 AND USE TYPE V CEMENT WERE SOILS 'MATER SOLUBLE SULFATE DEMOS 0.20 PERCENT BY WT. ADO NO WATER TO =CRETE AT SITE. IF H ROMABELITY 15 REQUIRED, BM IRED. CONTRACTOR IS TO SUIT A NIX DESIGN TENT WILL ALLOW THE ADDITION NF A FIXED AMOUNT WATER REDUCING AGENT OR A FUZED ANOINT OF SPER- TICIZOt AT THE CONCRETE PUNT. DO NOT USE FLY ASR M CONCRETE FOR THIS PROJECT. -ACM 30E R IS TO BE ROUX*. FOR COED READER CONCRETING. TIE TESTING LAB MIST APPROVE TIE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST. TESTING 011 ND LAB TO NOTIFY THE ARCHITECT MEDIAE. BY FAX Ate PENCE W ANT NONCOPLIANCE. RElFRRC8Ki 8T00. - ALL CCNcRETE REINFORCING STEEL SHALL BE DEED. PER ASTN A615. GRACE 60 0 60.000 psi) LAP CCNTIMDMS REINFORCING BARS 44 BAR DIAMETERS. 1 MINIM. MESS TOTED 0T 141ST.: - 4( 51 ST TS A (14 -10` BEM!) o itE ROTC. (6 F. • M EN RIZO.TAL BEINFORCOII. DETAIL EEL IN ACCORDANCE RIM 'ACl 4I LA06/AL OF FABRI D ( TO =raw With AST. ATTM. arawCO1N0 40410 70 el WIFE STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: EDITOR OF FOOTINCS 3 INCHES FUMED SAIFACES..7EATHER a EARTH FACE 1 -1/2 INCHES NTERICR FACE 3/4 INCHES REB�ORCINO STEEL MIELDiNQ ALL REINFOCINC STEEL 4-79 TO BE it...o e CODE - 60 REDFO ,000 pST) AND PIECES PER E W EEDE0 44 .4 -79 11 118 WELDING CD THAT THE STEEL. TD.. • PIECES TD BE PIECE SNMI. BE AT OR A110 5 BO IN 500 DEG FEES LONER THAT TIE CROSS SECTION OF TEE BAR DR !MRS SHALL E A A7 OR A IR 00 G A M AMBIENT 1001 C AFTER WELDING LS CH QUENCHING . IS PROHIBITED. BE AUDITED 70 A COOL 70 ABIENT WABD CERTIFIED WELDERS. !S IONI E0. ALL WELDING F HYDROGEN 0000 ELECT BE PB 01005 AY WS 1 DIM CERTIFIED tI B R TWO FRESl1 L1 BBENT LBO S RODES CA TH OON A STA RD BENDS IF D AED O B E M CING IS TO WITHIN 3' OF WE BENT. BOOS 410. PROVIDE SPECIAL INSPECTION PER T WITH ACI SNDARD S MO NO B 108 BE ABOVE. WLD. ROVIDE IE /CDT INDICATED AOVE. STRUCTURAL STEEL. AND iRBCELLANEOU8 STEEL au_ 4001 1N AKCOAa. 9I18 'RISC SPECIFICATION FOR ME 0E5I71, FABRIGTIa4 AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND DE 'CODE OF STANDARD PRACTICE% STRICT.. STEEL SHALT. DX.. TO THE FCLLOWINB 5TANIAR.: STRUCTURAL STEEL AST. A -38 (( ,000 PSI T. TUBE COONS AS A -500. GRADE B (F .413,000 PSI MISREAD STUDS AST. A - Ica (Fy-05,000 PSI MACHINE BOLTS - A5111 A-307 HIGH STRENGTH BOLTS ASIA A-129R PRWIDE 14I61MUN DEEDIQR FOR NICHE BOLTS AS NOTED ON DRAWINGS. ALL WELDING TO CO.. WITH IS 01.1 COOS FOR WELDING IN BUILDING CONSTRUCTION'. MELDS NOT SPECIFIED SHALL BE 1/4'. CONTINUOUS FILLET MINIMA. ALL WELDS SHALL BE PEKORED MGM CERTIFIED WELDERS. USE FRESH 7001 ELECTRODES FOR GAOL SHELVED LETAL-MC HEADING 011 . ELECTRODES. AD STUDS (MI6) ARE TO BE MACH. WOED O WITH PROPER EQUIPMENT. SEE SPECIFICATIONS FOR 17E16 TO ETE GLVANIZED. PRE T T N T 1 RE D METAL BUU.DW0 8Y8TEM PROD CT DE'FIN1 ION THE METAL WILDING SUPPLIER 0..11.5.) IS O AND INSTALL MM US MD6 TO CARRY AND DISTRIBUTE ONTICAL AND LATERAL L LOADS S 110 TO THE FOADATIOR. PREREQUISITE IL 5. E FABRICATION: TIE N. IS TO N F]N(A LAYOUT DNA SHORING MAGMATA DOATAIARD, UPLIFT E MOLDS DS USING CODE REWIRED LOAD N AT ALL FOOTING 10 l.A ATTG LOCATIONS . AT LEAST T 3 4 3 WEEKS PRIOR TO ME CASTING OF ANY FOOTING, IN ORDER TO O DS. FOOTING RING IS NECESSARY TS A TEE ACTUAL W LOADS. I OA05. SEE - SPRINGER SUPPORT NOTES' FOR DA SPR(41 OF FOR SPRItaaER REQUIREMENTS. COORDINATION: "DE METAL W TINT REPLIER IS PROVIDE ROOF RT PUNS FOR WILDING OEPARI REELER TWAT CLEARLY 91.111 JOISTS SUPPORT LA RT 3' LARGER SPRINGER LINES, TO C UNITS. GRAFT 06011 CURTAINS AND A TE M ER CONCENTRATED CENTRATED MOMS. TIE LOCATIONS OF THESE LOADS ARE TO COORDINATED NO TIE GENERAL 61 OR STRUCTURAL T 5 RA IN S O . R GAN FROM FROM R ITECTU AR G E D 7t DRAWINGS ARE (560 1 NO 0 N CHA E DT ROTH WRITTEN APPROVAL T HE ARCHITETE CT. SEE E ANCHOR BOLT NOTE ON DRAWING GES NC S/. IN TINA. INSPECTION: TIE 1 ENGINEER IS 00 FINAL. INSPECTION OF DEAR C THE . INSPECTION (5 IS TO UDLLOE VERIFICATION THAT HE LO LINES. . MECHANIC, UNITS, DRAWINGS AND ANY OTHER CONCENTRATED LOADS ADS PLACED PER R THE CONTRACT THAT THE HANG9M R ERS. PLATFORMS AND LATEMRARA BRACE PEL BRACES - RAVE BEEN INSTALLED STALLED T TO 00 PROPEER LL THE THE VER RESOLVE A VERTI CAL Ate LATERAL FORCES FORCES WITHOUT OVERSTRESSING 1HE STRUCTURE. TURE. VERIFICATION: WREN THE WILDING HAS BEEN COMPLETED. INCLUDING ANY NECESSARY F1XES. THE N.B.S. WILL PROVIDE MUD. PARTNERSHIP A LETTER CERTIFYING THAT 'THEIR 5158111 RE A5 -BUILT COMPLIES 5(19 THEIR DRAWINGS. DIE CODE UNDER ..104 TEE WILDING WAS CONSTRUCTED AND ALL EXTRA REWIREIENTS ICHOATED ON THE CONTRACT DRAWINGS.' DE N B.S. TO ACCOUNT IN TEEIR DESIGN FOR THE FOADA � �IFF'ERurriaL SETTLETENTS IDICATED IN THE SOILS SE ? U 1e.L00 nn MAS 1141 UNITS SWILL BE 1AD1181 !REMIT (50/50) GRADE CCOROANCE WITH ASTM C-90. MASONRY WIT CO/PEES5IVE STRENGTH 70 BE 1900 PSI MINIMUM ON NET AREA AND 1000 PSI MINIMUM ON GROSS AREA. ALL MASONRY TO BE ERECTED IN ACCORDANCE WITH COOS INDICATED ABOVE. MORTAR SHALL BE TYPE 'S'. WITH MORTAR PROPORTIONS PER UDC TABLE NO. 24 -A (TESTING LA.IS TO VERIFY IN IRITING TINT THIS TABLE FOR TYPE 'S' MORTAR WAS COWLIE0 WITH). CROUP SOLID ANY CAVITY CONTAINING REINFORCING STEEL IN LIFTS NOT TO EXCEED 4' -0'. GROUT STRENGTH SINN.. BE 2000 PSI MIN. AT 28 DAYS. M49XRY STRESSES USED IN DEIGN (f'm 1500 PST) WERE FOR INSPECTED CONSTRUCTION. REINFORCING STEEL SHALL BE 0 D BARD ASS A815, GRADE 80 (fr PSI). SPLICES STALL W 52 4N DIAMETERS 0015 MINIMA LL MESS TIES/ISE GOAN. A CONNECTIONS MO BOLTS SHOO EMBEDDED TN RASO/tY ARE TO BE INSTALLED BY TIE MASONS OURING THE CONSTRUCTION OF TIE WALL CR PIER. IDE CORNER BARS TO MATIH ALL HORIZONTAL - REINFORCING. ALL MASONRY TO BE INC BONO LAY - NR P. ALL MASCOT( BOLTS a M6 ON THIS 045 MTo BE GROUTED IN CE WITH AT LEAST i' OF GROUT BET111ER THE BOLT MD T184 HE tumor (NO EXCEPTIONS). DOME ALLOWABLE CE STRUCTION WALL ALIGNMENT TOLERANCES (BASED ON ACTUAL DIMENSIOS) ARE AS FOIL.. VERTICAL s i/4 Di 10 FT, 3/8' /0' IN 20 FY. 6 1/2' MAXIMUM IN WALL WEIGHT. IpRINTAL s 1/4' IN 10 FT., 3/8' IN 20 FT 6 1/2' MAXIMUM. WALLS EXCEEDING THESE TIXERAN(FS MUST BE REMOVED MI REPLACED (N EXCEPTIONS), TESTING LABORATORY TO SEX CONSTRUCTION DAILY TO THESE TOLERANCES. NOTE: MASONRY IS NOT TO BE CONSRUCTED ABOVE ELEVATION 18' -8' AT MAIN BUILDING a ELEVATION 10' -0' AT TIRE CENTER Gill M.B.S. ROOF IS INSTALLED AID IS STRAIN MO TRUE AT INSIDE FACE K MASONRY. LI- ._.,.. 5104. FRAMING AND DECKING (SEE DRAWINGS) DIAL DIAMETER I5 T. ;3'mNSIOFAED A J , tt .. A•. :, r 3 ALL RUTGERS. FCR THE L 20 ALL s `• :" : ,. • ICUAR TO DE J0 ARE TOM VERTICALLY SUPPORTED NO FARTHER APART DON AT EVERY OTHER JOIST. b. EACH JOIST THAT I5 CROSSED BY A MAIN IS TO BE DESIGNED EOR VERTICAL SUPPORT LOAD BASED OR SUPPORTS AT EVERY ODER JOIST. 3. ALL MAINS RUINING PARALLEL TO THE JOISTS MUST 8E: a. PLACED MIO -0AY OETWEEN TWO .401515 a BE TRAMMED 50 EACH JOIST SUPPORTS 14. F DE LOAD. b. SUPPORTED AT 10'-0 0/0 MIME. 4. LSE TIE FOLLOWINGS 80(04005 FOR SPRI4O.ER VERTICAL S1PPORF DESIGN: PIPE WT. PER SIZE FOOT ...VERTICAL JOIST LOAD EXAMPLE: 8 • 510 GIVEN: 8' DIAMETER MAIN TRIES. • 5' 0/C 6• 32/ FIND: JOIST DESIGN LGO 5' 240 SOLN: 511/FT X 10' • 5100 - 4' 171 AOON'l PER NEPA 113 250/ 3-1/2' 14/ 7601/44GR ALL HANGERS TO BE DESIGNED, SUPPLIED 6 INSTALLED BY TIE 0 APPLIES. SPRINKLER LATERAL SWAY BRACING, FOR SEISMIC Z0 2. 3 6 4 4 ONLY (AT 90 DEGEES TO 2 -1/2' NOM. DIA. a LANCER PIPE) TO BE: o. SPACED A F 40 FT. OR AS AUG. BY N.F.P.A. 013. b. BRACED FROM TIE WIN TO ROOF STRUCTURAL 11]302 RIM CONVECTIONS DESIGNED 6 IT EG TH BY E SPRINKLER SUPPLIER_ a. DESIGNED FOR LATERAL LOAD OF THE marl' PER FOOT OF WATER FILLED PIPE TILES THE SWAY BRACE SPACING, PLUS TIE. HEIGHT OF TRIBUTARY BRANCH LINE WATER FILLED PIPE. d. CROSS MAIN BRACING MUST BE AOEOIATELY FASTENED TO TIE WIN FRAME BEAMS. 6. ' THE SPRINT. DESIGNER IS TO PROVIDE THE C0NTRACTCR ARCHITECT. NNW a THE ROOF SUPPLIER WITH DETAILS OF HANGER AND SWAY BRACE AENTS WITH DESIGN ESGN. LOADS. SO THESE LOADS CAN BE DI INTO 1EE'JOISTS, ETC. 7. THE ROOF DESIGF1 TO PROVIDE 6 INSTALL ADDITI 1 4A. BRACES TO TAKE THE SWAY BRACE LOAD FROM THE SWAY BRACE INTO THE ROOF LATERAL RESISTING SYSTEM. INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING corarRucrtat BY TIE BUILDING DEFT. AHD THE ARCHITECT. INSPECT ALL SHOP WELDING MESS THE SHOP IS CERTIFIED BY IMO Ale APPROVED BY THE CITY SAN JOSE. FOUDATIONC SOILS ENGINEER TO INSPECT FOOTING E.VATIONS AND PROVIDE COMPACTION TESTS AS NOTED ABOVE. CONCRETE: LAKE CONCRETE CYLINDERS AS REWIRED, VERIFY SLAP AND STRENGTH. SPECIAL INSPECTION 1S REQUIRED WRING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. 0 REINFORCING: VERIFY ALL TE 0(1 FOR N IS PLACED IN ACCORDANCE WITH THESE DRAWINGS. OEM FOR REQUIRED COVER. SIZE SPACING D SP GRADE. SPECIAL IMECTIOS IS REWIRED W M RING THE PLACING OF REINFORCING STEEL. CONCRETE ANCHORS ALL FIELD INSTALLATION OF CONCRETE RS 6 ANCHOR BOLTS BO 6 mom AS ARE T. BE IN ACCORDANCE WITH COOS APPROVAL AHD REWIRE SPECIAL INSPECTION. (CONCRETE ANCHORS INCLUDE DRILLED IN ANCHORS 6 EPDXY ANCHORS IF SOWN ON THESE DRAWINGS). WELDING: SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL INSPECT MELDING. PECT ALL MAIM ING - VERIFY Y 040WABO CEATIFIGTION OF WELDERS. CONTMCTOR GALL PAY FOR MELDING AND REINSPECTIOV OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. PE-I GIEDED ENGINEER FOR M.B.S. OR HIS REFIESENTATIVE TO INSPECT FINISHED WILDING AND PROVIDE BUILDING SYSTEM A LETTER 70 TFE ARCHITECT AM BUILDING DEPT. CERTIFYING THAT THE WILDING AS CONSTRUCTED MEETS 86114 TIE CONTRACT DRAWINGS AND BUILDING CODE 1)84 STRUCTURAL REIN 411 S TS. LETTER TO BE STAMPED 6 SIGNED BY TriE ENGINEER THAT STAMPED 14.8.5. MASOAY: VERIFY THAT UNITS HAVE NININIM: CELL SIZE PER - DRAWINGS_ VERIFY REINFORCING PLACEMENT IS PER DRAWINGS. MASONRY CONSTRUCTION SN. HAVE SPECIAL INSPECTION PER U.B.C. DAILY VERIFY L1 MASONRY TOLERANCES PER KOOKY NOTE THIS SHEET. SPECIAL INSPECTION IS REWIRED BRING PREPARATION OF MASONRY WALL PRI.JS. SAILING AND PLACING OF ALL IL S9RY UNITS, PLACEMENT OF IEITF(RCETEM. INSPECTION OF GROUT SPACE, DI EDIATELY PRIOR TO CLOSING OF CLEANOUIS MD OUR. ALL GROUTING OPERATIONS. SHOP DRAWINGS SUREIT 2 SETS OF PRINTS OF SHOP DRAWINGS MD 1 SET OF REPRODUCIBLE SEPIAS OF SHOP 060111 S TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED 6 STAMPED FOR COPLIANCE MD PRIOR'. TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL. LIGHT CAGE STEEL AND REINFORCING STEEL. MEN SHOP DRAWING SUPPLIER WAKES A CFAM.E FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED. GANGES NOT FLAGGED N41 CLOUDED ARE TO BE CONSIDERED AS UACCEPTABLE EVEN WITH= MFIN9 COmDRED ON IN DE SHOP DRAWING REVILE PROCESS. THE SUPPLIER OF THE ITEM CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR GANGING THE ITEM BACK TO AGREE WITH THESE DRAWINGS AT 140 COST TO TIE OVER AT 0.14.0..5 OPTION. SPECIAL CONDMON$ • CONTRACTOR 908.1 VERIFY ALL D1MO6106 IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRAOING OF ALL STRUCTURAL MEMBERS OLRIIG CONSTRUCTION. CONTRACTOR ROLL NOTIFY ENGINEER OF ALL FIELD CFUINGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR 91ALL SU91111 PLANS 9110(05 LOCATION, LOAD AND ANcraRa00 OF ALL HANGERS 5HPPORTING ANY MECHANICAL, ELECTRICAL. PLUMBING OR SPRINLER LOADS IN EXCESS OF 50 POWYS. ANY ROOF MOWED 15. 0 ENT SHALL BE INCLUDED IN THESE B PLANS ALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGENEERS NCR4FMMT FOR REYIER PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. SEE DETAILS ON OWNING COAECTIONS 10 100 S EQUIPMENT SHALL BE BY THE SUPPLIER OF 'MAT EQUIPMENT. DE BUILDING CERAMIC. REQUIRES A SUBMITTAL FOR PLAN CFECE REGARDLNG TIE DESIGN OF THESE DETAILS. IT IS THE RESPONSIBILITY OF THE EWIPIE NT SUPPLIER TO PROVIDE THIS REMITTAL. ABBREVIATION$ - ARCH. BPI.. BROP. EL 011 BOY. BLDG. CALM COL CON. OR. CONT. GSA. EA. EE EL OR ELEV. E.N.W. OR !NW EF. E ./. EQ. ES. EW. F.O.C. F.OS F.O.W. CA H. OR HORS. RC.8.0. LF. LS LW. ELBE MRS. ARCHITECT BALANCE - BOTTOM BUILDING BUILDING OFFICIALS CODE ADMINISTRATORS CONCRETE MASONRY UNIT COUSIN CONCRETE CAST IN PLACE CLEAR CONTINUOUS CONSTRUCTION JONF CLOSURE SRRP JOINT CRAG STRUT ERN EACH END ELEVATION ENGINEERS NORTHWEST EACH FACE EMANSON JOINT EQUAL EACH SIDE EACH WAY FACE OF CONCRETE FACE OF STUDS FACE OF WALL FOOTING CAGE FOOT DIP GtLVANCTED GYPSUM WALL BOARD HORIZON.. INTERNATIONAL CONFEREE. OF BURDI G OFFICERS IT SDE FACE INCLUDING INSIDE FACE OP (1000 PONDS) LOG WAY METAL BURIES SUPPLER METAL ROOF SUPPLIER N.F. 0/c 0% O.F. OS. QL. RDA. RO. SECT. 9M SIL SIMM S.W. T. LOJI. T.OS. 7.0.F. IYP. U.O.C. V. OR VENT. V.F.F. V.EF. VLF. V.NF. V.O.F. w/ E NEAR FACE NOT TO SCALE ON CENTER OUTSIDE FACE OUTSIDE OUT TO OUT REINFORCING REMINDER ROUGH OPENING SECTION SIMKO STEEL STIAMETRCAL SHEAR WALL OR SHORT WAY TOP TOP OF BEAM TOP OF 51E1. TOP OF SID TOP OP FOOTING OR (FRAMING) TYPICAL AT ALL 5 11440 PLACES UNIFORM BUILDING CODE UNLESS ieTED OTHERWISE VERIFY VERTICAL VERTICAL FAR FACE VEFTGL EACH FACE VERTICAL INSIDE FACE w VERTICAL NEAR FACE vEROGL OUISIOE FACE wW. WITH OUT . WE1D HEAD STUD . AT w CENTER UNE w PLATE 40B NO 96006 ENGINEER: A.T. DRAWN 0.0.L GTE 9 -25-96 SWEET NO S6