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Permit D98-0324 - MERCHANT DU VIN - TENANT IMPROVEMENT
D98 -0324 18436 Cascade Ave. S Merchant Du Vin CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD. SUITE 100 TUKWILA, WASHINGTON 93188 THIS CERTIFICATE ISSUEU PURtiUANT :;TO, THE RE.OUIREMENT:;; OF SIEr:TION 109 .OF THE UNIFORM BUILDING CODE::CERTIFY'•ING, THAT / T :THE TIMIE ,OF IS DANCE THIS STRUCTURE WASH IN COMPLIANCE WITH THE :VARIOUS ORDINANCES OF' THE" CIT Y'' R EGULATING BUILDING CONSTRUCTION OR USE;:'ANC► ALL "'APPLICABLE. CITY' FIRE' CODES. FOR THE FOLLOWING: ANT .IMPROVEMENT. Oct.up tnr iLgt�ci: Type of Const, DATE Oc.cupat: MERCHANT ; :,DU VIN B u i l d i n g Addr_:: 16436 CASCADE ;AV ;S ,f . • Pan,% 1 �.'Qwner Qccuptincu: OFFICE ;. Occupancy" Group: TE 768890- 003.0.x: ESTATE OF CAMPBELL THIS CERTIFICATE MUST BE CONSPICUOUSLY LY .POSTED C City of 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. 78se „ go -oo30 Parcel No: Permit No: D98 -0324 Address: 18436 CASCADE AV S Status: ISSUED Suite No: 140 Issued: 10/20/1998 Location: BUILDING 'B' - SUITE 140 Expires: 04/18/1999 Category: AOFF Type: DEVPERM Zoning: Const Type: III -N Occupancy: OFFICE Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: SPRINKLERS Setbacks: North: .0 South: .0 East: .0 West: .0 Water: KENT Sewer: TUKWILA Wetlands: Slopes: N Streams: Contractor License No: OPUSNLL050J5 OCCUPANT MERCHANT DU VIN 18436 CASCADE AV S, TUKWILA WA 98188 OWNER ESTATE OF JAMES CAMPBELL Phone: (206)872 -4680 C / COLLIERS INTERNATIONAL, 20206 72ND AVE 5, KENT WA 98032 CONTRACTOR OPUS NORTHWEST L L C Phone: 425 - 453 -4100 200 112 AV NE STE 205, BELLEVUE WA 98004 CONTACT ANTHONY SCONZO Phone: 425- 455 -3203 919124 AV NE, #101, BELLEVUE WA 98005 ****************************************************** * * *•k * * * * * * * * * * * * * * * * *** * * * ** ** Permit Description: TENANT IMPROVEMENT. * k***************************************************** * * * * * * * * * * * *•k * * * * * ** * * * * * ** ** Construction Valuation: $ 50,000.00 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 Private: N Public: Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * ** * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,066.69 ******************************************** k******** * * * * * * * * * * * * ** * * * * * * * * * * * * * *k ** Permit Center Authorized Signature:_ Print Name:__ DEVELOPMENT PERMIT I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development pe mi Signature: �t _ pate: /o �Z•!0.14�'/ ?00�? __Q .C�Q1 A / ..w . , (206) 431 -3670 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. Project Name/Tenant: �^E.EZhi MW Dv V N I_ t Value gf /0 struction: Site Address: Cit State /Zip: 06 Ga4e-ufie .414 44L fi, Ti A w IG , - Tax Number: �S egy�- ep�d -a 1 Property Owner:o l (6 ( iO I:TkwLs.r Phone: 42 .. 1,91 "R Street Address: I 1 n , I Ijt * 205 nCva it State /Zip: �i'T"V� Ave Chu , �► �sov � Fax #: �5 - �f53 • I.7�2 . Contractor: S AM4E Phone: Street Address: City State /Zip: Fax #: Architect 0 hZt, }{ pc 1( S'TRait!\ Al24(-f i Tec-TS PSt_ P 4ZS - ' Ss 32G3 Street Address: # Ste /Zi a [q I •lH Aire, Nam roc Ellevtte1 City f . ta "o5 Fax # 5 : • 1.5.s. e 3S 1 Engineer:A4 L+ Phor�e _ 3 r . 3 2..•{-Z2-. � Street Address: City State /Zi 221,5 NOR -'f1•� 3d 4,k, 5r*. 300 motto ,w1A - `T 84 3 Fa Z53 —.3 g 3 - 2-S 2 Contact Person: O N 5 c o rl Z v 'L' 7 Ph Phone: a • 455 '32-03 City Sg� p et liar /-2...14-14-. /-2...14-14-. A iiE #6d 1 Belte✓iKe, i . 425 • 4ss-cfss 1 Description of work to be done: 1 S 7 K Z sF T Kr J v PI'n e A as'7 'i1 sk ll spit cG Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office . A �t, • UV10 � p1 G ❑ School /College /University Other '5��. Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ErWarehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel .n Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes no If yes, extent of change: (Attach additional sheet if necessary) g`r -- TVIA,Aeter ' Will there be rack storage? ' yesEl no Existing fire protection features: jgr sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: of9 OD� existing Area of Construction: (sq. ft.) 1 6 •] Z s 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 TUR7 Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: in Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous CTPERMIT.DOC 1/29/97 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)' ❑ Flood Control Zone ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only ❑ Hauling gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is Issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Appllcato taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signatur .----- - Date: g r.TL3 --qw I a A Print name: ,Q � ' 1 d � 5 Phone: 44 ,5'../.. fg. 320 Fax itte f.. -- 9 / State Address y _,( z4 riff ve hr , s e o Cit /zip / ' € v , w/w 10 ,5' ALL COMMERCIAL/MULTI- • ILY TENANT IMPROVEMENT /AL RATION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: D. ALL I VWINGg TO : E STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN y BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMI TED ❑ Complete Legal Description ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form :p13)., Business Declaration required (Form H- 1,0).. , , , • . Four (4) sets of working drawings , five(5) set f or structural work), which include : • Site'Pfan (iricluding existing fire hydtanrIo6ation(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 • . , • .:Recycle c�oitection'roeation and'area calculations (chang0of.use only) T ' ' 6. l_qatjon andscreening.of outdoorstorage (change'of•use only).: , 7. Limits of clea�rin /' radiri With existing end rope sed topography at ^z' intervals 6 "be • on property's p ro ert 99 9 J P P 9 Y P P Y laoundaries 8.. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers'(change of use only)• . • fix ► t . • , • CZ, 9. Identify location and size of existing trees that are located in sen4itiye ,areas,and,liuffer,(TMC 18.45.040), of those; identify by.size and species which are to be removed and saved; ;:,,;;;: j , >� 1.' • 10. Landscape,lan with irrigation and existing trees to be saved,by size and Species (exterior changes or change Of ,u's'e onl * 's•'i ' ::- : ; 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor,elevatk in (if flood control. zone) .... . 13. See Public Works'Checklist for detailed Civil /s(te pi' an'inforifia'tion'r ed for PUISIVaiWorks fieview'( H- 9). ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ Overall buifairig 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 requiresl.for Cask ,storage eight feet and over. ❑ Indicate proposed construction of tenant space or. addition and walls being demolished ❑ 124 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. 7:1 Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". c'IPI:RMIT.DOC 1/29/97 bu Vivt , ••• 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 t HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. Address: 18436 CASCADE AV S Suite: Tenant: Type: DEVPERM Parcel #: 788890 -0010 CITY OF TUKWILA Permit No: 098 -0324 Status: I'S'SUED Applied: 09/24/1998 Issued: 10/20/1998 * k• kkk" k• k• k* k: k k*• kk* k• kkk• kk• k• k• k *k'k•k kit*• k• k k' k• k• k• k• kk k• k k•k•k *'k Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the,,. Tukwila ,Building Division. 2: Plumbing permit:, shall be obtained through the Seattle-King County Department ,.of-Public " Health. PlurL*in g:..will be inspected by that ,agency, 'including, all gas ., piping (296 - 4722) 3. Electrical permits.: shall be obta rued : - Washington State Division ot,Labor Industries and all `e1ett7;ica1 work will f be inspected by : that agenc'v .(248-6630).„, 4. All mechanical work shall be;; ; under separate permit i sated; by the City � : of 'Tukwi l a ri •_ S. All .narmi[r : inspection . records, and approvedplansshe11l ,e avai l;ab'le;'at the : lob site prior to the start of ;anv con - struction `:.These docupients °ar�e_.to be maintained`''and.: avai 1- able'Anti 1 'final inspection approval is granted. 6. Any`new' %cei;liriq grid "ar'i'd 1- id}i.t.fix.ture installation i reciui'red meet latera9 ,bra'cing :re'qui'r for 5,eisirii,c 7. When special inspection i s reuu i r ^'ec either the owner, architect ,.or engineer shal1.';notifv Tukwila Building Divi .ion'`bf appointment, of the inspection ,.agencies. pri'oe the;first "buildino ins.pection Copi,es,.:ut. l special inspection reports shall suhm'iG the, Building(: D i v rs`i on in a :timely manner. Renur t s sha 1'l�`con to i ri address, project name, permit number and tape .`:of :. A aspect i on be iwri','g o performed'. 8. The special inspector shall subnrit',a final 's.1hned report stating. :`whether the work requiring s peciat ,i,r.s,pection was, to the`rbest of -. the. in::pector's` k "r,owledge conWmance with approved p.{ans and specifications, and :the apP"licab'lei workmanshi,p`,:prov'lsions of'' the UBC. 9. Partition wails attached to ceiling grid must be 10,4011y braced it over eight (8) feet,: :i,nr.langth. 10. All structura1 cOncrete s.ha,11',,be soec'ial inspeq Sec. 06(a) 1) 1 1 . All construction to': b`e done in eont orpanc'e. W'i:1 th approved plans and requirements Bui`id•S "ng Code (1997 Edition) as amended, Unifo rm" Machani'cal Code (1997 Edition), and Washington State Energy Code (1997 Edition). 12. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any . requirements for special inspection. 13. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con - strued to be a permit for, or an approval of, any violation of any of the p r o v i s i o n s 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. 14. There shall be no occupancy of the buildings) until the final inspection has been completed by the Tukwila Building 15. •VENTILATION IS REQUIRED, FOR ALL NEW ROOM'S AND SPACES OF NEW. OR EXISTING BUILDINGS IN CONFORMANCEWITH THE UNIFORM BUILDING CODE AND THE WASHINGTOWSTATEi VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -13 WAC. +**+ *** +a+���+++«+*+*«*++** + *a** * * *+ �`� - CITY OF TUKNILA. NA � �� . '� '''�� lMANSN1T .**�*a**+*+a��++ .***�`�*+**+�+**++++*+*��a+��*'++ • TRANSMIT Number: R970O850 Amount: ' �� 648.25 1O/2O/90 11:27 'PaymwntJlethod: CN[C%� Notatiun:'OPUgNORTHW�ST�� �In�+tv BLH ` Permit No D98~0324 Type: DEVPEHM DEVELOPMENT PE8wIT` parcel Not 78089O-OO10 ' Site Address: 18436 CASCADE AV S location: BUILDING !B' . SUITE 140 ` . _ Total Fees: ` 1;O66,69 This payment 648.25' Total ALL Pmts: ' 1;O66"69 ' Balance: ' +***+++ A.*a* **a+^* it*** **4 +* Account Code 000/322.100 000/386.904 . Description ' ' ` Amount BUILDING - NONkES ' ` 643"75` STATE:8UTLDING SURCNARGE 4-50 �-� `6*76 10/21 9717 TOTAL 1944.75 4k. 4* kA•* k04* A:4** *:kk*A•:4 *k:k*A:4.•kk:4 * A• k• A. k., A• kA '.k.t*kAs4•,k CITY OF TUKW;1LA WP rFt.tl�:;rill A44. •k:4**.!, *A**A•k *A * **kA *:tatk•kA•hk•k *•k•k *•k *.t'•k **:* *.fk •A •k:tx4A TRFi.rJ F 1T Number.: R`_a7un834; Anc;urlt ' 418..44 0.9,/24/9 10,:.14 P.avrnent Method: CHECK:-Notation: OPUS :NOR)HWE5'C Irn.tit:..f3l.H•` Permit N .D'8...O324 Tyne: AEVPERt4 .CiEVELD.PMEN•( PERMIT `. Pan'e'l Not 7Elpsfg..GG1.( S i •te 'Address.: U3436 CASCADE AU S. Location:. BUILDING'S' Total . Foes: . 1 . ()t1G .13 . This Payment 418.'44 Total ALL Pmts : ' 44 13.a'I ance: . :-648. '25 . 20,kii * * *AkivAo * **R 71A# Ai*• Afi` dti 4 A• *ttfi*****, 4 “- v!rA4ky**AAAet *Rdk44;'•Aktk�4 Account Code De dr^iptiun AmOi.t6t,, .000/348. ,.830 PLAN CI•IECI( -' NQNRES 4i.8..441_,. Project: Type of Inspec7n: 7 °LAI " Add r s Date ailed: Special instructions: Date wanted. 11-2.‘ 4 .-- ale* P• • Requester: Phone: / 7 . INSPECTION NO. I NSPECTIONI RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 • PERMIT (206)431-3670 a Approved per applicable codes. ri Corrections required prior to approval. COMMENTS: Re'Al7 e4 , S,PC•t/ l e‘ . 94 4. Ali VA' hi/ Q", frk/ » i 4 /< M .7 5/. p El $47.00 REINSPECT • N 7 EQUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: *,t 1. • INSPECTION NO. INSPECTION RECOC •Retain a copy with permit _ . CITY OF TUKWILA BUILDING DIVISION 6300 u center Tykkla WA 981 COMMENTS: Inspector: Approved per codes. E Corrections required prior to approval. • PERMIT NO. (206)431-3670 Date; _ 4 id id 0 $47.00 REINSPECTION REQU RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Type of Inspec RILnc c ce...,_ (1( i k ( ks Date called: \ q Special instructions: ._.— Date wanted: ' '2- a.m f1i p.m. Requestefs—b 1. • INSPECTION NO. INSPECTION RECOC •Retain a copy with permit _ . CITY OF TUKWILA BUILDING DIVISION 6300 u center Tykkla WA 981 COMMENTS: Inspector: Approved per codes. E Corrections required prior to approval. • PERMIT NO. (206)431-3670 Date; _ 4 id id 0 $47.00 REINSPECTION REQU RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Projec �J e.I f a V.-Y) of in6pectiora; - '' �.. Date called: Address: Special instructions: Date wanted: / �.�j �j f!'� / a.m. P.m. / Requester: Phone No.: 7 `K3. 6r %,Si %z�tre4 ' +,nrr,P'!Mx .7`R f i W INSI ECTION REC, D Retain a copy with jmit• INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 9818 COMMENTS: Inspector: ck Date: (206) 431 -3670 Approved per applicable codes. I Corrections required prior to approval. Ti $42.00 - EINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southce =r Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date:, P rt&zemem.n. 1) 0 4 T y p eff M i, 4 0914 0 0 4 Adii6s4 y Citi r c Av e., Al late called: Special instructions: Date wan a.m. p.m. Reque48 e. Viz Phone No.: 4 ID JI5 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 1 1 COMMENTS: F2i miL o, p &g Atorr_s si vLA'r -, ( Dk- R&. AsoT 4 7 6 Ou-- PC- A 0T _ .44 10 D0 Jai Or F r N ,4-L. 5 -f -ci,„. Afar C o tit p7'' SE- - AdOre Inspec INSPECTION NO. Approved per applicable codes. 42-frei INSPECTION RE4JRD Retain a copy wit ILJrmit Date: / D9,4 -o32f PERMIT NO. (206) 431 -3670 ...filorrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ProjeMemzime Id-- p Type off inspection: t � C , .�I e ` � Address: Date called: Special instructions: Date wanted: a. i /2" 2^ ° / t5 0 m. Requester: Phone No.: INSPECTION REC*RD Retain a copy with .jmit INSPECTION NO.' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 COMMENTS: e 6i93 c' / h 02 L6' Inspectgf; I Approved per applicable codes. Corrections required prior to approval. (206) 431 -3670 /7-7 C 4./ c_4 � tr ! t ., " AP vet ! c c ue /47 A Date: / 1'"'(6 $42.00 REINSPEC ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro' t: I ,(� Type of inspection: Al e$sj ii ( / . ,/ _ Are c Date ca tl d:\...( 2...3 / i f ( Special instructions: Date wanted: . (q v a.m Requesterd Phone I11); :11 2 `"[ } --3 o INSPECTION RE RD Retain a copy wit rmit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION N 6300 Southcenter Blvd., #100; Tukwila, WA 98188 VA PERMIT NO. (206) 431 -3670 j I Approved per applicable codes. „Corrections required prior to approval. COMMENTS: j) 7,7 d F/6104.. 04 -/-v ithe- OL ."-A7- l ( 4 F s ss .`J 0/ C- P. .��1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100,..CaII to schedule reinspection. I Receipt No.: Date: Proj , V 4 y pe of ins c o : Ac�eys;, -• CiAO Date called: Special instructions: Date wanted: a.m. P.m. Request Phone.No.: INSPECTION RE D R etain a copy withmit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 9818 Inspec 14 pproved per applicable codes. (206) 431 -3670 Corrections required prior to approval. Date: r za $42.00 FEE REQUIRED. Prior to in pection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f Receipt No.: Date: Pho}' ct: Type of IIns�pection: Address: Dh called: ( /1 b ?' 1g b ( fin (od.a Av`Ps • Special instructions: Date warty it c a.m. P. Reques I Phone o 44- tr 2 5 ') iS (/ INSPECTION RED Retain a copy withVirmit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd., #100, Tukwila, WA 98188' Date: 6 3,p4 PERMIT NO. (206) 431 -3670 Approved per applicable codes. Worrections required prior to approval. COMMENTS: az7 Q40-0(/ 5/ c4. e. c% 1 $4 .00 R NSPECTION FEE REQUIRED. Prior to ins. ection, fee must . be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: COMMENTS: • ' / v iL Ty of i sp tion: /� - (Yd�n -P". g e,v0 r Gill t .. Date called / (o / � Po ms's /Lrd r -� s - ✓/ __ a m. ,, 6-47 c7 -er Phone No.: 4 -2 s ^ l /- /I I5 6 A r-l i m- /6-. ,r (1,9s / c /( ,-- — .A___LLAi Pr ject: _ o ' / v iL Ty of i sp tion: /� - (Yd�n -P". ASI As: 3 to CSC kv-eS Date called / (o / � Special instructions: Date wil t I I / 5 ,� / / a m. Requeej. b Phone No.: 4 -2 s ^ l /- /I INSP TION NO. CITY OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • � 7 71 '_ :,),.r z • - ' F -- " 14,7. , ;^s�:, ra •n v''�:".: :i ;.T Y K'. INSPECTION REr'f D Retain a copy wit rmit 6 8' o 32 PERMIT NO. (206) 431 -3670 Approved per applicable codes. Jorrections required prior to approval. Inspec o / r� Date: J�:i 1 $42.0/REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: pproved per applicable codes. COMMENTS: INSP - CTION RE 1D Retain a copy wit rmit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: rt PERMIT NO. (206) 431-3670 Corrections required prior to approval. /41:5(4- 4e,4e7t t /ed,/VSA 63■-• kr07 Receipt No.: •T // AWAY" P1 $42.00 REINSPECTION FEE REQUIRED, rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1004all to schedule reinspection. Type onlith 1/ Date called: / , y , A mmo aricrie 0 5 Special instructions: Date wanted? 7 q 3 C Request Photal5 g5i. /S// pproved per applicable codes. COMMENTS: INSP - CTION RE 1D Retain a copy wit rmit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: rt PERMIT NO. (206) 431-3670 Corrections required prior to approval. /41:5(4- 4e,4e7t t /ed,/VSA 63■-• kr07 Receipt No.: •T // AWAY" P1 $42.00 REINSPECTION FEE REQUIRED, rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1004all to schedule reinspection. roject _ i ∎er (.l��u3 (ILA Vi ✓l. Type of insp tiori r n SI.' t ' ` h 4 ^7 Acdress: Date called: GG Special instructions: .7ti.oC -- -r. lob Date wantieg./ L' / c ( ( a�m.r P.m. Requester: .S O-e-- Phone No.: . C)- 217- rll ' INSPEC • NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 J Approved per applicable codes. INSPECTION RED Retain a copy wit rmit PERMIT NO. 06) 431 -3670 Corrections required prior to approval. COMMENTS: . (lied A- /c- -- zt oU . // 1 Inspecto Date: $42. EINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. Receipt No.: Date: Project::' / i� � � Type of inspe on: Addrem: � uN /�' A Date called: Special ins ructions: Date wanted: 2. -2 --9 am . p..m. . Requester: Phone No.: INSPECTION RED Retain a copy with mit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. 1 1 698 —a314- PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Date; $42. REINSPECT! fJ FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southc nter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: Pr jeQ ctt vlc (.,""'— "'u 'f' ) T of inspection: Adel 0L Q c�L lA Mi' I Date called: ( , 4- Sp Special instructions: Date wanted ci d , I i a.m.,, ( Requester: . Phone - 7 - 1.-- c l r 'V ' S^ Ic. _ ti�n7 ,:,v.•��a::-.. rg •«. w a . �'=� , >,..- c. -.� :4;,'1= ''- ;n.�'r� :,f"rf`.+«�'.T�;+'��5'S.• ° .- �- .si'.'�3'���:r , , INSPECTION RE rmit Retain a copy wit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd#100, Tukwila, WA 9818 Approved per applicable codes. Inspector // PERMIT NO. (206) 431 -3670 Corrections required prior to approval. / ')-7 2—) Pi-en.e_ 4/ J. 5 7/(,6eVi FDA 44t Or • efg //to / 1 74 -e4 NS ,4 - dei 54. Aek Date [^ $42.00 REINSPECT N FE REQUIRED. Prior to inspection, fee must be paid at 6300 SoutKcenter Blvd., Suite 100. Call to schedule reinspectlon. Receipt No.: Date: Pr" pv /G e* Type of insatX tic_ Ad cftess:_ 1 &4 5cAbE Pett tate called: Special instructions: A Date wante • .0 6 4 Req2 • Phone No.: „ . V"V.‘ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 INSPECTION NO. COMMENTS: (.>14A /t/V7 al9 A/O r ro47 £4-L- Ofr-- 7Q 42 /57 Inspe Approved per applicable codes. ” ••• INSPECTION REIrl'ID Retain a copy witiikkrinit TT Da e: Dqe PERMIT NO. (206) 431-3670 Corrections required prior to approval. F $42.00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: POefr:` + _9 \I + / I V TYtae of i�spec 'on A ` ,: IS C� Date cal ll le c l :� y t�- 1 Special instructions: Date wanted: a.m., Re q er: J U rr Phop Lli o. ) ? 5 7 - /i 7! COMMENTS: Inspector:, INSPECTION RED Retain a copy with rmit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: /r (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. 0 -4 1 45 L + 1 $42:00 Rth JSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Project: 1 ( � uK OV `J,, --� . Type of inspection: �KJ1 - J 1�5U A � `'{ l -CSC A ,� Date called: t i Special instructions: FVrV14r_ apteAt an-L U4 Ork6t5 — 12 V Date wanted: 1 l l lb Requester: Phone No.:ud 5-- . 1 11 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. INSPECTION REVD Retain a copy with rmit 1 3795r- 3a4 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: 47 72 "` -7 ` 5/ n $42.OV REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No,: Date: City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM. � ,..�, � Project Name �ec `) N1 ;") Address 9A3(0 C. SCP,a,... AN s Retain .current inspection schedule __ Needs shift inspection ¢ Y Approved without correction notice Approved with correction notice issued t f _)''� �'`� 10 Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: FINALAPP.FRM Suite # Rev. 2/19/98 T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. WO, ,,' ,:� <' roc a Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 LABORATORY REP Lab: Report Number 187871 Report Date: 11/18/98 Reviewer: M.Jeong Date Mailed: 11/20/98 Remarks / Comments RE: BUILDING 'B' TENENT IMPROVEMENT Inspected the placement of reinforcing steel and post bases and concrete at stairway footings cut into the existing slab just inside the central entry foyer. Concrete was placed by truck chute and consolidated with a vibrator. See FM #9285 for concrete data. All work conforms to the approved plans and applicable codes. A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881 - 5441 Job No. 98.292 Project . Glacier / Cascade Address 6540 S. Glacier City Tukwila Permit Number:. BIdgC -D98 -9452 03a4 Engineer AHBL � Q 1 �"� I G I CLIENT OPUS Northwest LLC ATTN Wayne Eddy ADDRESS 915118th Ave. S.E. #300 Bellevue, WA 98005 Physical Site Inspection Report Date: 11/18/98 Reviewer: M.Jeong Date Mailed: 11/20/98 Remarks / Comments RE: BUILDING 'B' TENENT IMPROVEMENT Inspected the placement of reinforcing steel and post bases and concrete at stairway footings cut into the existing slab just inside the central entry foyer. Concrete was placed by truck chute and consolidated with a vibrator. See FM #9285 for concrete data. All work conforms to the approved plans and applicable codes. Copies To: © Building Department © Engineer ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R, TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. FIELD / MATERIAL TEST RL ORT ASTM: C172, C1019, C780 '� ..laterial Report Number: 9285 Inspection Type: Reinforced Concrete Location: Slab -on -grade Material Data Job No. 98 -292 Project Glacier / Cascade Address 6540 S. Glacier City Tukwila Perk Number. BIdgC -D98 -0153 $ logs —0$24 REVWP Engineer AHBL 1 CLIENT OPUS Northwest LLC ATTN Wayne Eddy ADDRESS 915 118th Ave. S.E. #300 Bellevue, WA 98005 Type of Material: Concrete Supplier: Miles S & G Plant #: 3 Job Time: 10:30:00 AM Yards placed: 80 Coarse Aggregate: 1860 Air Temperature: 52 Design (F'C) @ 28: 4000 Coarse Aggregate: Material Temperature 66 Truck Number: 015 Sand: 1390 Yield Unit Weight: Ticket Number: Fly Ash: 80 Slump Inches: 4.5 Job Mix? No Water. 31.5 gal Slump Specification: 4 + -1.5 Mix Number: P6400 Water Added: 10 Air Percentage: Cement Type: I Air Entrain: Air Specification: Cement: 460 Admixture: See remarks Conformance Conforming to Plan? YES Inspector: GARY E. YOUNG Reviewer: Explain if "No ": FIELD / MATERIAL TEST RL ORT ASTM: C172, C1019, C780 '� ..laterial Report Number: 9285 Inspection Type: Reinforced Concrete Location: Slab -on -grade A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 Job No. 98 -292 Project Glacier / Cascade Address 6540 S. Glacier City Tukwila Perk Number. BIdgC -D98 -0153 $ logs —0$24 REVWP Engineer AHBL 1 CLIENT OPUS Northwest LLC ATTN Wayne Eddy ADDRESS 915 118th Ave. S.E. #300 Bellevue, WA 98005 See FR# 18786 & 18787. Re: Bldg. "B" work. Admixtures: Polyheed OZ.: 16, POZZVTEC OZ.: 54 Report Data Report Date: 11/18/98 Inspection Performed / Location Inspection Type: Reinforced Concrete Location: Slab -on -grade Grids ;Bldg. "A" S.O.G. -to -wall closure slabs at the East side. Remarks See FR# 18786 & 18787. Re: Bldg. "B" work. Admixtures: Polyheed OZ.: 16, POZZVTEC OZ.: 54 Test Strength Tested Per: ASTM C39 Conforms Y /N: Yes Compressive Y /N: Yes Cast Date: 11/18/98 Fracture Type: (If 'Other, than Cone.) Tested By: T.HALL Reviewed By: J.HICKS ID # I Test Date I Field Cure I Age Days 'Size InchlArea Sq Int Weight Lbs :Max Load LbslStrength PSI I Set # ! 13233111/25/981 13234:12/16/981 1 13235; 12/16/981 Test Results 7! 6X 121 28.271 01 116240! 41101 11 281 6X12! 28.271 01 168430' 59601 11 281 6X121 28.271 01 174370: 61701 11 Copies To 1 Date Mailed: 12/25/98 (J Building Department 1J Engineer ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. ': STRUCTURALCALLUL47|ONS tu �4SCADF MEZZANINE DESIGN SEPTEMBER 1998 x� � Prepared For • Opus Northwest LLC 200 112th Street NE, Su/to 205 Bellevue. Washington 98004 Prepared By: Andrew D. McEachern, E.I.T. Design Engineer RevmvvcdBy Allan E. Bosaetiu,PE'S£.Principal 97338.20 g8 oNo , a 0 R A Design Criteria Vertical Load Design Lateral Load Design TABLE OF CONTENTS (a oes 5/23/99 PAGE # 1 V1 - V9 L1 -L7 Design Criteria Project Name: Cascade Building `B' Mezzanine Project Number: 97338.20 Vertical Loads Office Dead Load: 15 psf (assumed) + 20 psf (partition) Live Load: 50 psf (snow) Exits Lateral Loads Dead Load: 15 psf (assumed) Live Load: 100 psf Wind - Not Applicable Exposure B Basic Wind Speed: 80 mph Importance: 1.0 Seismic Zone: 3 . Importance: 1.0 Ductility Factor (R): 5.5 (for wood shear walls) Building Narrative: This set of calculations covers only the design of a new mezzanine, which is to be installed in an existing tilt -up concrete building. The basic structure for the new mezzanine consists of light framed wood structural panel walls supporting pre- engineered wooden I-joists. New footings shall be provided to accommodate the additional loads added to the existing slab on grade. TJ•BeamTM v5.20 Serial Number. 708005107 BEAMUSA 1001 9/18/98 8:58:22 AM Page 1 of 1 Build Code: 070 LOADS: Analysis for JOIST MEMBER Supporting FLOOR - COM. Application. Loads(psf): 50 Live at 100% duration, 15 Dead, 20 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 100 0 13' to 17' Adds to SUPPORTS: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension = 25' INPUT WIDTH 1 2x4 Stud Wall 3.50" 2 2x6 Stud Wall 5.50" 3 2x4 Stud Wall 3.50" DESIGN CONTROLS: MAXIMUM 1631 2991 3491 Shear(lb) Reaction(lb) Moment(ft -Ib) Live Defl.(in) Total Defl.(in) TJ -Pro Rating BEARING LENGTH 3.5" 5.5" 3.5" 13' JUSTIFICATION Left Face Centered Right Face DESIGN CONTROL 1402 2330 2991 3245 3491 8336 0.057 0.295 0.088 0.640 64 Any Cascade Building 'B' Mezzanine Framing (Typical Span) 16" TJI ® /L60 JOIST @ 24.0" o/c CONTROL Passed(60 %) Passed(92 %) Passed(42%) Passed(U999 +) Passed(U999 +) Passed REACTIONS(Ibs.) LIVE/ DEAD/ TOTAL 577 /358/936 1914 /1077/2991 585 / 315 / 900 12' PROJECT INFORMATION OPERATOR INFORMATION: Cascade Building 'B' AHBL Civil / Structural Engineers Project # 97338.20 Dan Booth 2215 N. 30th Street Tacoma, WA 98403 (253) 383-2422 (253) 383-2572 Copyright 0 1998 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ•Pro" and TJ•Beam are trademarks of Trus Joist MacMillan. TJI® is a reglatered trademark of Trus Joist MacMillan. Product Diagram is Conceptual. DETAIL OTHER TJI® Blocking Panel TJI® Blocking Panel LOCATION LT. end Span 2 under Floor loading Bearing 2 under Floor loading RT. end Span 1 under Floor loading MID Span 2 under Floor ALTERNATE span loading MID Span 1 under Floor ALTERNATE span loading Span 1 - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL:U480, TL:U240). - Deflection analysis is based on composite action with single layer of the appropriate span- rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include Alternate member loading. - Concentrated Toad requirements for standard non - residential floors have been considered. - TJM maximum bearing length controls reaction capacity. Limits: End supports, 3.5 ". Intermediate supports, 5.25 ". TJ - ProTM RATING SYSTEM The TJ -Pro (USA) Rating System value is based on a Glued & Nailed 1 OSB decking. This system is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJM Commercial product listed above. V/ TJ•Beam TM v5.20 Serlal Number. 708005107 BEAMUSA 1001 9/18/98 8:59:02 AM Page 1 of 2 Build Code: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension =19' I L.� LOADS: Analysis for JOIST MEMBER Supporting FLOOR - COM. Application. Loads(psf): 50 Live at 100% duration, 15 Dead, 20 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 100 0 13' to 17' Adds to SUPPORTS: 1 2x4 Stud Wall 2 2x6 Stud Wall 3 2x4 Stud Wall DESIGN CONTROLS: MAXIMUM 1300 2524 2722 Shear(lb) Reaction(lb) Moment(ft-Ib) Live Defl.(in) Total Defl.(in) TJ -Pro Rating 0 INPUT BEARING WIDTH LENGTH 3.50" 3.5" 5.50" 5.5" 3.50" 3.5" DESIGN 1150 2524 2722 0.052 0.086 64 JUSTIFICATION Left Face Centered Right Face CONTROL 2330 3245 8336 0.320 0.640 Any Cascade Building 'B' Mezzanine Framing (Typical Span) 16" TJI ® /L60 JOIST @ 24.0" o/c 13' CONTROL Passed(49 %) Passed(78 %) Passed(33%) Passed(U999 +) Passed(U999 +) Passed e REACTIONS(Ibs.) LIVE/ DEAD/ TOTAL 550 / 378 / 928 1604 / 921 / 2524 408 /31 /439 CC� PROJECT INFORMATION OPERATOR INFORMATION: Cascade Building 'B' AHBL Civil / Structural Engineers Project # 97338.20 Dan Booth 2215 N. 30th Street Tacoma, WA 98403 (253) 383-2422 (253) 383-2572 Copyright 0 1998 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ•ProTM and TJ•Beam" are trademarks of Tfus Joist MacMillan, TJI® is a registered trademark of Trua Joist MacMillan, Product Diagram Is Conceptual. DETAIL OTHER TJI® Blocking Panel TJI® Blocking Panel LOCATION RT. end Span 1 under Floor loading Bearing 2 under Floor loading LT. end Span 2 under Floor loading MID Span 1 under Floor ALTERNATE span loading MID Span 1 under Floor ALTERNATE span loading Span 1 - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL:U480, TL:U240). - Deflection analysis is based on composite action with single layer of the appropriate span- rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include Alternate member loading. - Uplift exceeds 200 Ibs for unbalanced load. - Concentrated load requirements for standard non - residential floors have been considered. - TJM maximum bearing length controls reaction capacity. Limits: End supports, 3.5 ". Intermediate supports, 5.25 ". TJ - ProTM RATING SYSTEM The TJ -Pro (USA) Rating System value is based on a Glued & Nailed 1 OSB decking. This system is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. VZ •';"" Weq*PrAi lar • Mezzanine Framing (Longest Span) TJ -Beam" v5.20 Serial Number. 708005107 TYPE Uniform(plf) SUPPORTS: 1 2x4 Stud Wall 2 2x6 Stud Wall 3 2x4 Stud Wall DESIGN CONTROLS: MAXIMUM 2093 3591 5257 Shear(lb) Reaction(lb) Moment(ft-Ib) Live Defl.(in) Total Defl.(in) TJ -Pro Rating • Cascade Building 'B' BEAMUSA 1001 9/18/98 8:57:11 AM 16" TJI ® /L60 JOIST @ 24.0" o/c Page 1 of 2 Build Code: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension = 30' 41 b 13' LOADS: Analysis for JOIST MEMBER Supporting FLOOR - COM. Application. Loads(psf): 50 Live at 100% duration, 15 Dead, 20 Partition, and: CLASS LIVE DEAD LOCATION APPLICATION COMMENT Floor(1.00) 100 0 13' to 17' Adds to INPUT BEARING WIDTH LENGTH 3.50" 3.5" 5.50" 5.5" 3.50" 3.5" JUSTIFICATION Left Face Centered Right Face - Web stiffeners are required at support(s): 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. DESIGN 1826 3591 5257 . 0.164 0.247 58 CONTROL 2330 3990 8336 0.400 0.840 Any A .CONTROL Passed(78 %) Passed(90 %) Passed(63 %) Passed(U999 +) Passed(U816) Passed 17' REACTIONS(Ibs.) LIVE/ DEAD/ TOTAL DETAIL OTHER 591 / 304 / 896 2277 / 1314 / 3591 768 / 482 / 1250 PROJECT INFORMATION OPERATOR INFORMATION: Cascade Building 'B' AHBL Civil / Structural Engineers Project # 97338.20 Dan Booth 2215 N. 30th Street Tacoma, WA 98403 (253) 383-2422 (253) 383-2572 Copyright 0 1998 by True Joist MacMillan, a lImrted partnership, Boise, Idaho, USA. TJ - Pro^' and TJ- Beam" are trademarks of Trua Joist MacMillan. TJI®is a registered trademark of Trua Joist MacMillan. Product Diagram is Conceptual. TJI® Blocking Panel TJI Blocking Panel LOCATION LT. end Span 2 under Floor loading Bearing 2 under Floor loading RT. end Span 1 under Floor loading MID Span 2 under Floor ALTERNATE span loading MID Span 2 under Floor ALTERNATE span loading Span 2 4 El if - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL:0.4 ", TL:U240). Additional checks follow. Span(s) 1(LL:U480, TL:U240). - Deflection analysis is based on composite action with single layer of the appropriate span- rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include Alternate member loading. - Concentrated load requirements for standard non - residential floors have been considered. - TJM maximum bearing length controls reaction capacity. Limits: End supports, 3.5 ". Intermediate supports, 5.25 ". TJ -Pro TM RATING SYSTEM The TJ -Pro (USA) Rating System value is based on a Glued & Nailed 1 OSB decking. This system is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. AHEL i::ivzl & Structural engineers Land Planners- Landrpe Architects • Structural Calculations TIMBER JOIST ?c RAFTER DESIGN Mezzanine Header Design 4,4D (c) 983-96 ENERCA DESIGN DATA Timber Section ....Depth ....Width Le: Unsupp Fb- Allow Fv- Allow Elastic Mod. Load Duration Factor Stress Ratio CENTER SPAN Span Length Uniform DL LL RESULTS Maax @ Cntr X -Dist REACTIONS Left: Dead Load Live Load Right: Dead Load Live Load STRESSES Fb.. Allow Fb,. Actual Fv.. Allow Fv.. Actual DEFLECTIONS Center... Dead Load X-Dist DL Ratio Live Load X -Dist LL Ratio Total Defl X -Dist Ratio 2x6 Wall 1 : (3) 2x10 in : 9.25 in : 4.50 ft : 2.00 psi : 850.00 psi : 90.00 ksi : 1600.00 1.00 -» : 0.89 -OK- ft : 4.00 plf : 670.00 plf : 1140.00 k -in : 43.44 ft : 2.00 1 4 psi psi psi psi 1340.00 2280.00 1340.00 2280.00 -OK- 1018.5 676.9 90.00 80.01 in : -0.008 ft : 2.00 5907 in : -0.014 ft : 2.00 3472 in : -0.022 ft : 2.00 2186 Date: 09/18/98 2x4 Wall 2x4 Wall Stairs - 2 3 4 2X12 2X12 2X6 11.25 11.25 5.50 3.00 4.50 1.50 2.00 2.00 2.00 850.00 850.00 850.00 90.00 90.00 90.00 1600.00 1600.00 1600.00 1.00 1.00 1.00 0.82 0.78 0.69 -OK- -OK- -OK- 8.00 10.00 4.00 155.00 160.00 20.00 300.00 300.00 200.00 43.68 69.00 5.28 4.00 5.00 2.00 620.00 800.00 .40.00 1200.00 1500.00 400.00 620.00 800.00 40.00 1200.00 1500.00 400.00 -OK- -DK -OK- 846.6 933.2 1096.7 690.3 726.9 698.2 90.00 90.00 90.00 61.48 55.43 61.87 -0.025 -0.042 -0.003 4.00 5.00 2.00 3828 2848 13866 -0.049 -0.079 -0.035 4.00 5.00 2.00 1978 1519 1387 -0.074 -0.121 -0.038 4.00 5.00 2.00 1304 991 1261 Page: V'-/ 8 , Inc., K406027 • E N GI N E E R S•f'L 11 N NE RS Date: By: Copies to: Old Town Historical District HBL 253/383-2422 253/383-2572 FAX 1� L..'...IQJ017 ;... I Id .. UL ..L;..1 • I. L . , .! I .27.7 • I .-t -1.1 Y` 3 ; $3 , Cam' L .st .c.ArC:..' i • i i j I' t• ; .1 i.... "+ ..... ; . ! !' I • 1 i i ! •1 I I 1 - • I • • I • l t" I I j • • j I . 2215 N. 30th Street '. Suite 300 Tacoma, WA 98403 Project No. Subject Phone With/To Fax # Address # Faxed Pages T./t) t.. i7 i; r / G 0A►) _...:......._ GA r.c--. P - V of ❑ Calculations ❑ Fax ❑ Memorandum. . • ❑ Meeting Minutes ❑ Telephone Memo Oa 4 4 i ' r. it this does not meet with your understanding, please contact us In writing within seven days, THANK YOU. { LOAD ( PLF ) 25 150 200 300 350 400 500 550 600 650 750 800 STUDS @ 16" 33 200 267 400 467 533 667 733 800 867 1000 1067 24". 50 300 400 600 700 800 1000 1100 1200 1300 1500 LOAD ( PLF ) 850 950 1000 1050 1100 1200 1250 1300 1400 1450 .1500 1540 STUDS @ 16" 1133 1267 1333 1400 1467 24" • LOCATION: ( 2 x 4 STUD WALL ANALYSIS WALL HEIGHT = 12 FT. ' 'CAT3 STUD MOM. ( (L6-FT) LOAD I 0.c. SPACING (PSF) ,.'12" 16" , ; ,'24"; 5 90 (ai) 180 6 108 144 216 7 126 168 252 7 126 168 252 8 144 192 8 144 192 9 162 216 :". 162 216 • ■ • • ■• ••■• • 10 180 240 10 180 240 11 198 264 198 .264 • • • • • • . 12 216 12 216 13 234 13 234 14 252 /5 270 15 270 16 288 16 281 1111. 1 . .1 r I 1. 'I 1 I !. 1. . ;..1 o 2:0 EI 1 AXIAL LOAD ( LBS ) AXIAL STUD LOAD ( LBS) • LOAD :( : ,:.. 100 500 .:.. 750 1000 :1200 1450 '.. 1700 19 2400 2650 2900 STUDS . g • '16" 133 667 1000 1333 1600 1933 2267 2600 2867 3200 3533 3867 ' • , .. 24!' • ., 200 1000 1500 2000 2400 2900 3400 3900 4300 4800 5300 LOAD ( PLF ). .3100 3350 3600 3850 4050 4300 4550 4800 5000 5250 5500 5710 STUDS g 16" 4133 4467 4800 5133 5400 • 24" . • LOCATION: 2 x 6 STUD WALL ANALYSIS l:LAT;! STUD MOM. ( (LB-FT) LOAD o.c. SPACING (PSP).;';!::;,;; 5 90 120 180 , ■:14 92 10 180 240 360 12 216 288 432 14 252 336 504 17 306 408 .612 19 342 456 684 21 378 .504 756 23 414 552 828 26 468 624 936 28 504 672 1008 30 540 720 • 1080.• 32 576 768 • 35 630. 840 37 666 888 39 .702 936 41 738 984 44 92 1056 46 828 48 864 • • 50 900 1200 I OF * 1 : ,.. . ..... . ::.!•:..it.,...::::::f::::i;iit._.2,-Ii '...,01.:•: - ..•. - ?•-• - •••,4:, - i..,:t - t-..: . -. 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X3 • , /, J I' a G. o , . r ' v J 1.A1c-'C i 1 I' A , 1 Soil Profile Type Seismic Zone Factor, Z 0.075 0.15 0.20 0.30 0.40 Sa 0.06 0.12 0.16 0.24 0.32 (Nv) Sb 0.08 0.15 0.20 0.30 0.40 (Nv) Sc 0.13 0.25 0.32 0.45 0.56 (Nv) Sd 0.18 0.32 0,40 0.54 0,64 (ND Se 0.26 0.50 0.64 0.84 0.96 (Nv) Sf See Footnote 1 Soil Profile Type Seismic Zone Factor, Z 0.075 0.15 0.20 0.30 0.40 Sa 0.06 0.12 0.16 0.24 0.32 (Na) Sb 0.08 0.15 0.20 0.30 0.40 (Na) Sc 0.09 0.18 0.24 0.33 0.40 (Na) Sd 0.12 0.22 0.28 0.36 0.44 (Na) Se 0.19 0.30 0.34 0.36 0.36 (Na) Sf See Footnote 1 Design Base Shear Static Force Procedure (per UBC 1630.2) Design Base Shear (per UBC 1630.2.1) Base Shear (V) = (Cv I W) /(R T) Eqn (30 -4) Vmax = 2.5 Ca I W / R Eqn (30 -5) Vmin = 0.11 Ca I W Eqn (30 -6) Vmin (Zone 4) = 0.8 Z Nv I W / R Eqn (30 -7) Seismic Zone = Zone Factor (Z) = 0.300 Soil Type = R factor = Importance I = Coefficient Ca = 0.36 Coefficient Cv = 0.54 V = 0.761 W Vmax = 0.164 W Vmin = 0.040 W Base Shear (V) = 0.164 W (Default Sd per 1636.2) Base Shear TABLE 16 -Q - SEISMIC COEFFICIENT Ca Footnote 1: Site - specific geotechnical investigation and dynamic site response analysis shall be performed to detemine seismic coefficients for Soil Profile Type Sf TABLE 16 -R - SEISMIC COEFFICIENT Cv Footnote 1: Site - specific geotechnical Investigation and dynamic site response analysts shall be performed to detemine seismic coefficients for Soil Profile Type Sf Page 1 Structure Period (per UBC 1630.2.2) Period (T) = Ct *(hn) ^0.75 Eqn (30 -8) hn = Ct = Ct = 0.035 for steel mom - reslst frames 0.030 for reinf conc mom - resist frames and ecc brcd frames 0.020 for all other buildings T = 0.13 seconds 1 L/ • F F PSAPLA NN 1 R S Date: By: ALIBL Copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 : • Old Town •• Historical District 253/383-2422 253/383-2572 FAX i• (..). 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THANK YOU. • • . . • • 1 AHBL C i V I L 4 S T a U C T u n A L ENGINEERS•PLANNERS Date: By: Copies to: 4 1 1 • • Project No. ❑ Page L 3 o f Subject Phone Calculations With/To Fax # Fax ❑ Memorandum Address # Faxed Pages ❑ Meeting Minutes ❑ Telephone Memo #7 / ApNRAvr , GNp*,O { 1 a 4X1 y / ' yY7.i a . ; y = //3 � .. 1 � /"1 7,n pHRAV/•4 INc AR = 66 v•6b01 '3/1 1rvR •1 •Fwola w/ 2215 N. 30th Street /0 d u . e D t,d! Suite 300 Tacoma, WA 98403 / V d c f 1- u c F 1 e 4. b Old Town v.d 75wc.0 o b Historical District 253/383.2422 253/383.2572 FAX 6 G 1 11 this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. 4 r AHBL ENGiNFEF4-,•PLANNi Date: By: Copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383-2422 253/383-2572 FAX Project GA r b vbb„v.,../ No. 9 111 13 rieo Subject Phone With/To Fax # # Faxed Pages Address • • ; i : i : , 1 i , I . : , ., .. . • : : i I OD 4 : I • i f ! 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THANK YOU. ♦ AHBL ENGINE F RS £PLANNF RS Date: By: Copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383.2422 253/383.2572 FAX Project Subject With/To Address No. Phone Fax # # Faxed Pages 0 P age L S' of —: ❑ Calculations ❑ Fax ❑ Memorandum ❑ Meeting Minutes 0 Telephone Memo { If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU,' ] A Subject HBL Project No. Phone With/To Fax # Address # Faxed Pages E N GINEE RS• PI. ANNE_ 176 Date: Bv: Copies to: 2215 N. 30th Street !. Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383-2422 253/383 -2572 FAX Ali r ✓hwv C_. , it.f.d ...... :j,..y... „.....,... If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. ❑ Page L i of ❑ Calculations ❑ Fax ❑ Memorandum ❑ Meeting Minutes• ❑ Telephone Memo • AHBL F NGINEE.RS•PLANNE k5 Date: By: Copies to: 2215 N. 30th Street Suite 300 Tacoma, WA 98403 Old Town Historical District 253/383-2422 253/383-2572 FAX Project No. Subject Phone With/To Fax # Address # Faxed Pages Et /If b SNEAK ...........:.....woes. z..... _... Gars:... • o.x. ?VRNf _V.. ...:. k wncL 1 ft,.! U ' Y. `03 cr ' i l cd PW F7 y ' 9 bv. (/,6) 9 ou If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. v ❑ Page 4 . 7 of 0 Calculations ❑ Fax ❑ Memorandum [] Meeting Minutes ❑ Telephone Memo 12/ 14:28 FAX 253 274 4778 Fax Transmittal To: Ken Nelsen Plans Examiner City of Tukwila Tukwila, WA Fax No.: 206-431-3665 Phone No.: 206- 431 -3677 WE ARE FAXING: (2 ) Sheets including the cover sheet. A hard copy will ❑ will not be sent. THESE ARE TRANSMITTED: ❑ For review and comment ❑ For your use ® For approval Mr. Nelsen, ar Higgi i s Design Engineer • CIVIL & STRUCTURAL ENGINEERS *PLANNERS ❑ Approved as noted ® As requested AHBL ENGINEERS Date: Project No.: Project Name: Regarding: Attached is the calculation for the revised footings on the Merchant Du Vin Tenant Improvement at the cascade building, 18436 Cascade Ave S, in Tukwila. Per our conversation today, this should allow for the completion of the application. If you have any questions, please let me know. CC: Terra @ OPUS Northwest LLC 425 -519 -6800 Wayne ® OPUS Northwest LLC 425- 251 -5759 HBL a 001 /002 PRINCIPALS: GEOFFREY HODSDON, P.E., S.E. ALLAN E. BESSETTE, P.E., S.E. GEORGE J. LINDSAY, P.E. SEAN M. COMFORT. P.E. PAUL B. McCORMICK, P.E, S.E.. • ASSOCIATES: DANIEL S. BOOTH, P.E., S,E. JAMES R. CARLBEN, P.E. DOREEN S. GAVIN, RE THOMAS R. HICKS, P.E., S.E. December 18, 1998 LEN ZICKLER, AICP, ALSA 97338.20 Task 21 Cascade Bldgs A and B Merchant Du Vin Application #D98.0324 (Revision #1) RECEIVED CITY OF TUKWILA DEC 181998 PERMIT CENTER Kt\SEWR 1987197338 \338FAx48,DOC 2215 NORTH 30TH STREET, SurrE 300 TACOMA, WA 98403 PR (206) 383 -2422 FAX: (206) 363 -2572 A . ∎ICOXNErcOM.COM • • • • . .. . ., . .. . .1498 14:29 FAX 253 274 4778 AHBL ENGINEERS ra1002/002 ( C V AfteeffAdt 4.,1) a '7I3 it "26 IL( of Subject I e Pi El 1-1BL Project 1 k1 F LM b No. Phone Sil Calculations Feksipg6 MI T7 MIFeiniestrWr El Fax With/To Fax 0 El Memorandum 0 Meeting Minutes 0 Telephone Memo ' l • .; . 1 i ; • • 1 I . l ' •:' :: 1 i i I i • 1 W( . egtirce.- . thetAieri bilfrIA— . , .... , . . . . , . • . . . .. . . 1 . . . I , • . . • 1 9 0 , , ..,.. _.-. 4.4b . 7 .i.›......grrp.4 1. 6.2 !_io vre5rsrt.;01,0 z-_,.13 r - " - ..; I • 1 pg.40 ! . • .- • j.- ..- ,- — - i . 2 „ 1 ,.... • . .;.. • X". 7.4.:(4. • — • l • 1 I I I ' . ' ■ II [ J i 4r . i ! .A.44: AL:31217,,—;.-- • 4 .L._ - "erargrtlieti w 1 . 41=la V 1 • , -- , : --, • • , ••• . . - - ; i• ... 1 4.1 Date: Iqyti By: Copies to: i A c k \ k) ' 1 V V 2215 N. 30th Street Suite 300 Tacoma, USA 98403 253/383-2422 253/383-2572 FAX Address ME Sr ant ••• t • 1 # Faxed Pages 4 S v 49 • Lt . t4/0q.6.. . ; I , , _i. , 4 ... . `. i .. • I t I , 1 1 i ' X 1V 1 '. !, , - I • ii 1•,r) )- : . 1 ; 1 . , . • - •si_ .,.! .. , . 3- i . • 1 I ; ; wal.* 1 \ v•••••• I I • • I 1 1 , ; VI.i."zi6 1 1 , . , 1 I ' 1_5 I • • . " , • . • ..; k • T-it;t4T4Clt)....1641‘ A/4%0:i ./..5 ... .... 0 ., . • \ I I I ....' • .• ••,-• :•5 •• •• •••••-• • -• bo "' • 14 • .4.. Olcl Town . .>'/ ' 1.' • ' • ' • I 1 • . ; 1 I .. , I : 1 -4 1 .. b6: S :. J i'I `4 1 ( 0 ; ...1 Historical DIstrIct ....di .. .... e.'46 • I I 1 I I I, / s \ • 'I " '' T .... 1 , , : (9 , 1 i 1 . ' 1 .' ' . .., .... • : 't.- 4.1 ; 1 L. i ,. ..4 ..... JCITY.OFITU Jk 1 . 1 .1 . 4 r4c)I . 610) 7 f41 1 / r • - .-. • v.. , , 1 1 qr. 1 1 If this does not meet with your understandi THANK 1 . 8993 • 1f• 03Vif PERMIT CENTER Fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing P i l i n g S t e e l S o i l s W o o d January 18, 1999 File: 98 -292 Dave Larson City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Glacier /Cascade T.I. Address: 6540 S. Glacier Permit No.: Bldg. B D98 -0324 1. Reinforced concrete Sincerely, A.A.R. TESTING LABORATORY, INC. a d6e‹.5,,,) Kimberle Anderson President ( cc: Opus Northwest LLC, Wayne Eddy RECEAV ED JAN 2 2 1999 COMMUNITY DEVELOPMENT Tel: 881 -5812 Fax 881 -5441 • P. O. Box 2523, Redmond, WA 98073 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCREDITED LABORATORY This is to advise you that special inspections are completed on the above referenced project. The following inspection was required and a copy of our revised inspection reports are attached. To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and /or verbal or written instructions from the Engineer of Record. December 9, 1998 Wayne Eddy Opus Northwest 200 - 112th Av NE, Suite 205 Bellevue, WA 98004 City of Tukwila Department of Community Development Steve Lancaster, Director SUBIECT: LETTER OF INCOMPLETE APPLICATION Development Permit Application Number D98-0324 (Revision #11 Merchant Du Vint 18436 Cascade Av S This letter is to inform you that your revision to permit application received at the City of Tukwila Permit Center on December 2, 1998, was determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division; Contact Ken Nelsen, Plans Examiner, at (206)431 -3677, if you have any questions regarding the following: Sincerely, Brenda Holt Permit Technician encl File: D98 -0324 1. Provide revised structural calculations including footing design. The City requires that two (2) 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 two (2) 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 City of Tukwila Permit Center at (206) 431 -3671. 1 l f-/ GIP( OF 'fUiKWILP APPROVED DEV Bt ILi)iNG DIVI51 N John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fav (206) 431 3665 1..•.r _r •IU IU. JU 1•(tA Lou Jo. J1L IH1 83 ,777 CIVIL • STRUCTURAL ENGINEERS • LAND PLANNERS Fax Transmittal TO us NoJ5 REGARDING: GdaaiXr CaSCade l" e2-Zanitg e-' ATTENTION; r`10.3ne-- WE ARE SENDING: LETTER EICALCS DETAILS (OTHER MESSAGE: Threaded \cods wib&dee) epox (cssumed o be $. i M1 -150 o'r equivalev►t) were a i a c cepin6 le suiS sort expansioh ba Ids slowh ah +1-e pI ans • -Fo+c 4he co n nec�i'oh of shea 'PV/aUis 4-o +he -door. `Threaded \c'ods heed -to be same c .cc er-ee avid embed Iev,9+11 OS' speateor oh olr9t- vry5 No speCia inspection is \s9ufrec( on 4hese epoxy bo1 s Since 'tne S Y'avi O a ar y � r�o uQ� � � )(Dads and vlo sl - yessed \ `1-en 8 Q lrt. ..�� Si n ' SIGNED. C J 1rnoccrtinj, CC: HARD COPY E WILL `WILL NOT BE SENT Total number of pages Including cover sheet: t If you do not receive all transmitted pages please call. (1 I.OUl I. Ll %1..0 9 Project No. Project Name. Fax No. Date: R S PIRES: 06 / 04 / q q Glade, Cascatje (i. 25 - 251 - - i z/,/98 RECEIVED CITY OF TUKWILA DEC - 2 1998 PERMIT CENTER PGrh�i� CgxvJ. Copy PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D48 03 DATE: 12 -2 -98 PROJECT NAME: GLACIER BUSINES PARK Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # XX Revision # it After Permit Is Issued DEPARTMENTS: Building Division M II2 -.345 l Public Works n1, Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) 5 Complete E Incomplete Comments: b4e, bfy tuat.t eed 12-118 Planning Division ermit Coordinator DUE DATE: 12 -3 -98 Not Applicable ❑ TUES /THURS ROUTING: Please Route n No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS. DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 12 -31 -98 Approved n Approved with Conditions ❑ Not Approved (attach comments) n REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS. DATE: \PR•ROUTE.DOC 6/98 ACTIVITY NUMBER: D98 -0324 DATE: 9 -24 -98 PROJECT NAME: MERCHANT DU VIN XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision # After Permit Is Issued DEPARTMENTS: 13. ing Division e I . t3 , lb --?S PPublic �� 1. 6 1 ,6 1, DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete E Incomplete ❑ Comments: TUES /THURS ROUTING: Approved \PR-ROUTE,DOC 6/98 PLAN �WROUTINC � PP Stru Please Route ❑ APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions C CORRECTION DETERMINATION: Approved ❑ Approved with Conditions ❑ revention ( ❑ Routed by Staff ❑ (if routed by staff, make.copy to master file and enter into Sierra) REVIEWERS INITIALS: REVIEWERS INITIALS. 'Manning Division 11 I it I'e mit q' ' t� S r rt Coor orator DUE DATE: 9 -29-98 Not Applicable ❑ No further Review Required DATE: DUE DATE: 10 -27 -98 Not Approved (attach comments) ❑ DATE: DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: SHEET NUMBER(S) "Cloud" or highlight CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: 12- Z.`7' - 9'd PLAN CHECK/PERMIT NUMBER: D `/8- 0 32-4' PROJECT NAME: . MC= 1 C DO ,) iJ PROJECT ADDRESS: lb+VP cokScA0e Ave: S CONTACT PERSON: At- 110A "- -- f PHONE: `/ z 5 cf S S 20'3 SCo ✓�.o /j. ._ .5 12.4v1-1 rga c. f REVISION SUMMARY: 2-t -oc . k ,- (7 lea U - r2 7tx2 Ct- tko&mss it 7 Ill Pa R (2 k a2 T , 02- ,T3 all areas of tevisions and date revisions. KG1 b _1Z_ !fi J r 1 1 IZ :.� �, 1t.Pi t 1t. fit FIEutIVED CITY OF TUKWILA DEC 29 1998 SUBMITTED TO: PERMITCENTER CITY USE ONLY 3/19/96 REVISION SUBMITTAL Sp+ DATE: (91 O t% PLAN CHECK/PERMIT NUMBER: DI PROJECT NAME: ��a Gt� Crkst Gt( ��1 SS �Ah�V PROJECT ADDRESS: CONTACT PERSON: UV tAC ''lkc,lntAA; SHEET NUMBER(S) 6 t, O( 1,' ,c5 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: 4._ Bldg: \. CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 Planning Flre PHONE: 06 - "/c3 -zpo0. REVISION SUMMARY: t t 4! .LI.IL _�:.I 1 II 41A. JA RECEIVED CM OF TUKWILA DEC - 2 1999 PERMIT CENTER CITY USE ONLY ;:Publlc:Works: • 3/19/96 C City of Tukwila Fire Department John W. Rants, Mayor Thomas P. Keefe, Fire Chtef Fire Department Review Control #D98 -0324 Re: T.I. at Merchant Du Vin - 18436 Cascade Avenue South, Suite #140 Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, •1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 - 3, 4 - and 4 -4.3) Every six years, dry chemical and Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.5-4404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 Thomas P. Keefe, Rre Chief halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 1003.4) No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1004.2) 3. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. 4. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate'the direction of egress. (UBC 1013.1) When two or more exits from a story are required and when two or more exits from a room or an area are John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 37$ 4404 • Fax. (206) S7S•4439 l • City of Tukwila Fire Department Page number 3 required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) 5. Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1012.1, 1012.2) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) 6. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) .7. Maintain hose station coverage per City Ordinance #1742 and N.F.P.A. 14. Addition /relocation of walls or partitions may require relocating and /or adding hose stations. 8. An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1742) John W. Rants, Mayor Thomas P. Keefe, Fire Chlef • Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 , • Fax (206) 575 4439 c . City of Tukwila Fire Department Page number 4 9. Ali new sprinkler systems and all modifications to existing sprinkler systems shall FiavE 'fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 10. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc.. (NFPA 72, 5- 1.3.4) 11. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) 12. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 13. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 5734439 c City of Tukwila Fire Department Page number 5 requirements based on type of construction, draft stop partitions and roof coverings shall maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 701) The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of The Uniform Building Code. (UBC 804.1) 14. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) John W. Rants, Mayor Thomas P Keefe, Fire Chief Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City • Ordinance #1742) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Page number City of Tukwila Fire Department Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Rre .Ch(ef Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax: (206) .57.5-4439 Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and /or shower 4 2 Dental units or lavatory 1 1 Dishwasher 4 2 Drinking fountain (each head) 1 1 Hose bibb or sill cock 5 3 Laundry tub or clotheswasher 4 2 Sink, bar or lavatory 2 1 Z Y Sink, clinic, flushing 10 10 Sink, kitchen 4 2 Sink, other 4 2 Sink wash, circle spray 4 4 • Urinal, flush tank 3 3 Urinal, pedestal 10 10 4/ 1 Urinal, wall or stall 5 5 � 2— Water closet tank 5 3 w2.. Water closet, flush valve 10 6 r' Dq8 - 02 � Non itesidential Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi-annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684 -1740. (Please print or ty�ej, 1 Owner's Name ` � / U 0 r Property Tax ID (Last, First, Middle Initial) .. Property Legal Address: Building Name (if applicable) Cam �8 7 Subdivision Name Lot It Party to be Billed (if different from owner) Subdiv. # Block It Party's Mailing Address: (if different from property address) Property Street if Address 34 4 i /4 City, State, Zip 11A V. W i I(a y to� . L Owner's Phone Number (uL5 ) "+73 `i 6 au or Property Contact Phone # ( ) Owner's Mailing Address: (if different from bove) City or Sewer District 'L.-Vd w1 1 Lt ✓t c� �b�°ZD Date of Connection W!('€( W , 9- 7gO Side Sewer Permit # ICING COUNTY A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Total Fixture Units Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 1058 (Rev. 11/98) 20 RCE While — King County 5. A B B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) 187 C. Total Residential Customer Equivalents: (add A & B) RCE RCE I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ Representative Print Name of Owner/ Representative Date Yellow — Local Sewer Agency Pink — Sewer Customer DEpA RTMENT OP LABO ANo IND USTRIES PROVIDED BY GENE LAW AS CONST CONT . . CCO1 REGISTRATI O PUSN LLOS OS ,`AMBE :. EF'FECTI� 1 DATE 2 � 01 / I99'8 0 2 OPUS N ORTHWEST L :L AVE C 200 112TH BELLEVUE WA a 0 TE 205 VICINITY MAP GENERAL NOTES I�� I 1 ` 1 f 7}L��) I \l// _ O R / /,E` / \ I `I,�\ \ V /q�' �/ ® : N I - I J [I i- « SITE i .... �, / '' WIW1114 ATE AND TO ,~EECT. A PERMNS MET BE b NECTIESTING ETC. NE5E: UTILITIES SNOW CPI ARE AFPR �OiTR�A 1E0PONBIEILITY TO VERIFY PY LOCATIO I p C 6 Y WITH NPFA , AND OTHER NARA PAMPHLETS AS THEY PLANS O CAGA R D VO JURISDICTION SYSTEMS BE PER DR cchIPLY AND LLFIRE NS TO TDWIIBEDIRION ION APPROVAL e.PO TO Be FOR LOCATED IIRIBIT0. PROVIDE UL FARE E OE AIEAFNAL L MRY I TONG TO SE D ERETAIL 1M T =METED. 1. PROVIDE AN APR.., MONITORED ALARM SYSTEM R 0 E. RECORD" oR AS .olIPED BY SPECIFICATII LEE ID: T LOCATIONS MA o R. AT M ` f N ,(/°�3),(/�J C4SC4D® GLACIER 1 //�S - G L 4 C f 5LIILDNG ' ' ( //ice ,(/�� I I ; (/�9 J C 4 S C 4 P M f V V !! C I 1 1 \ CENTER PROJECT COG PIROUR NAFE, PROJECT ADDRESS, GLACIER CASCADE BUSINESS BUILDING CODE. AIM C. BC, WC, UPC, UM ENDED THE STATE OF WASHINGTON OCCUPANCY: B (OFFICE) , F2 (WAREHOUSE) CONSTRUCTION TYPE, III -N FULLY SPRINKLER SEISMIC ZONE, 3 ZONING, C/U BITE AREA. TOT ACRES ( 301,911 SF ) /./ 0 / / / / c / E^ / • / / 0 / OY I il' I (0 vv \ ` /R /L I v LC ION d CO PROPOSED TENANT 0 ® 0 DRAWINGS INDEX ARCHITECTURAL T1.01 TITLE SHEET T2.01 FLOOR PLAN T2.02 OFFICE * RESTROOM PLANS 13.01 INTERIOR DETAILS TS.02 DOOR • FINISH SCHEDULES /DOOR DETAILS T3.09 STAIR DETAILS LEGAL DESCRIPTION PARCEL A LOT I,BWTHLTNIER SM. INDUSTRIAL PARK ALCOfiNPYa TO NE FLAT TNERECF, RECORDED MEOW OF DOME. °_;na o�: of orr e° „„w 51 VOLIfE 91 CF OATS, PAGES THIROIGN 26, RECORDS CP KING courtr, WASHINGTON PARCEL B LOT 2, 302T40041006CVM 340UB1RIAL PARC ACCORDING TO THE PLAT THEREOF PECCIE2ED M VOLES 51 OP FLATS, PAGES 2211.1R013HI 25, RECORDS CF ICING COUNTY, WAS.INGTON. PARCEL C THAI FORTTON OF LOTS 3 AND 9• OF TIE PLAT OF BOJTHCE ACCORONG TO THE R I® MANE AT THEISM, REOOED INLUTE IN , RECORDS CREDO WAOHMG733 LYING D 91CP PLATO, PAGES 22 EESINNMG AT A PONT ON THE NORTH LINE OF SAID LOT S AT A PONT NOES FEET MR CP THE HORNIEST CORER THEREOF OF SAID LOT 9, TI A ENCE SOUTHEASTERLY ALONG A CURvE TO THE LEFT,T OPITER Of IMICH BEARS NORTH 6 6 99'49' EAST HAvNG A RADIUS OP 45925 PPET AN ARC oISTANOE CP 24548 rErr THROUGH 4 CENTRAL ANGLE CP 30 THENCE SOUTH E9390' MST, A DISTANCE F 1856 FEET TO AND TIE TERMINUS CF SAID LSE — — — — DEr . A Sea w -r WASHINGTON STATE NON - ENERGY CODE COMPLIANCE t — D CASCADE AVE SOUTH W O O } 16 __ BUILDS* INSULATION COMMENT _ -U Q•i Tlq Rfl • CE I.. ., S ER590Es.,... kil FRAMED IGT FLOOR OFFICER }ILM' 1'11.1 WALLS EAR Md1L4TICN R-R-0 @6 NO WAREHOUSE ARRAS T CEIL�M'vROOF BAR INSULATION R•1 :MOUSE LABP ,,,,,, R RGIp Y R CEILIN G BAR M RR FEtffS,RATI N COMPONENT TYPE FRAME SF U-VALUE • I _ 1 d f y R / � �\ Q � O & R +I . I _ S /6 `I ,1A� CHANT 611JILDIN4 ®� s " I S••.I I FR Y/ � C LO O m } I O 4412E © 10004 SF. B�IDT0SP. - + 353 0 PO DOORS D W U AL AAWIN1 21 DI LIVAL MICE AMA0 MM., HEATING BPICIENCYf 80R ARE MMIMl1 COOLING EFFICIBIOI'f 060 BEEP LIGNTNG OFFICE • 1511 0 x D F x 5 BA WATTS • 1506 WATTS WAIEN0YSE • 94461 SRS • 4.116 WARS TOTAL • 5535 WATTS -, �\ - ,- 0 X19 Ff 1 1 L - -- I _ ------- I - I + - I L - -- _ _ � 1 1 _ c• : TENA CP . I [ 11'1.1 SEMI— HEATED SPACE REQUIREMENTS FOR WAREHOUSE < RECUR:E TENra L T TE CLIMATE HEATING OUTPUT R:. A�PROPRIA A CLIMATE ZONE 3- 46144604 EOM OR 4 2 LCrAFe 12ATI".. MIT =MX. NO LOSER TN 3. MBTA.L HEATING WIT COMP OLS THAT DO NO! ALLOW NEATN2 MOVE 44 DEGREES F. 4. NAULATE THE ROC" TO MEET ONE CP THE POOIA INSULATION OPTIONS ALLOWED FOUR THE PPPROFRIA1 CLIMATE ZONE 01.314E ZONE I. A 4'0111ANNUMFO4 TNE I .11 %. ,1 -:- O f O • _ `O' I I � O `- _ — � Oi ( 1 ® � I L — 1 y� I -`OiI l ee C e c c c C e c e � � --- . —• __ __ / . / � __ . - - - _• ._.—._.—._.—.—.—.—._.—.—._._.—.—._.—.—.—.—.— .— .— ._._._._.— ._._._.— .— ._. —. —. - — - - -_ -- /' WEST VALLEY HIGHWAY- SR ISM � -) PROJECT NORTH 29810 032y J O E � aPY q „yLBSFeH � 3 �� - A A THERM AUPLEO MAY BE ACCEPTABLE AS IE A tNB AND CANE BE METAL THE LEVEL EAYIIFTENT AND CON4E01ED TO A MORE M01! EASILY AND b. G6N A MATED NT BICH SPACE A WALL, EE COMPONENT COMPONENT SUGI AS A WALL, NE CLFIP[2ETlI TIE HEATED SPACE ROIIRTWITS OF THE NW. 1. 0440HSG10N STATE 5111.054 CODE INTERPRETATION ENVELOPE U•PACTOR IEOIIEMENTS HERE APPLY ROOF AREA MCLUDNG SKYLISN13. 144E R -VA ''''1"1"'" LEVELS. flPl 01 40WILA APPROVED 0E0 DEC 2 9 0101 T EMEP rnv Isa uj • • • ••..— Il �� gg HP F q � •LO IN e LL W TENANT LOCATION PLAN SCALE E: r • 40' -0' RENe0316 DATE BY co Na- re UJ I E.05. a 0 50 '0 a 0 z 0 U y SITE LOCATION COVER SI -IEET JOE NQ 90021 DRAWN, 050 04CQQ'm, ATB PAl2, 9/28/93 71.01 VICINITY MAP GENERAL NOTES T 1 y 1 TL /` \-`C In \`4II T � F C V i S IlY 4 N T SET F® • 1.? s SITE - -L. , � ALL SHALL CasoRT WITH ALL STATE A40 LE coDEB ORDNANCE. APPLICABLE TO THE PROJECT. SITE ME NEVER R C Ammo., FE6114 RMRO MUST BE aR TFE SITE uwEUE� -ER CW8lR1CTION IB M PRCGI000. A 1 11 IIONB • 01153, 20225c11RI0, 159156, ETC.1014 .BEM 4000154043E WRH 10041. _ _N�LItIEO BNLVN RI R6V0 AI8 4PPI5%MATE RLLY. IT &IDOL BE THE BITENTI LIY IT'IE7 IBILItt TO NM. LOCATIONS .0 AT M N0LT 6.1 i :27: RICTIM MEC /^ #} CASCADE C 9 ��yP l //i' #'�`�/ CASCADE aPf L 4 C i E' ! C lPgy !�f I JIp��] {� I I I �(/°��/ U I !! IIi \III .{/'�! i I \ E ,(/��/ !! !! VIN CENTER �! N T E' ` S. FEW RFD F AVCLER SYBTEY ot0 0E P1RODPAWRIN AND 0F£CIFlCAT ONB 7 cRIPI.Y D 6 L AFRY TOTHE WOIRK BRIBM T R4W o,u.BO1 TO � A ATD M ACC0ACCORDANCE E PORTABLE FIRE 15 F IN OFFICE TO BE RETAIL A 6 9 tto 6. 5VIDE UL E FINA L LOCATE B DETE1 1A8p B ARE., T T. F 0 B DEPARTMENT E NCK MID 931 rto ARFINA C 4ETE D. ARE lTTPLETE P DE CNB DETERY TE I� DEP41 AFTER ,. ROM 404 ...ED 4L LOCATONS F120vE AR, B Fl. PER AND T SE LOCAL MOUNTED WO M RE REdl1RED OR AS ANUAL PIKALARMS SHALL BE RECURED BY SPECIFICATION& M AL THAN I �• AMYE TsE Room WLEBB DIRECTED FI DER OTEI�WEBC ST FIRE DEPA O RIME�NT. I y I M ( A !/ I / ' f f N t /fie �° A D PROJECT CODE DATA TENANT NAPE• I• PUCE BRELLERY mom= ADDRESS, GLACIER CASCADE BUSINESS CENTER BUILDING CODE 1 CPC AND IBS: NEC, ALL 40 AMENDED � T-T KE STATE CP WASHINGTON 000UP0NCY• E (0FF105), F1 (514RE140J65) CONSTRICTION TYPE, III -N FULLY SPRINKLERED SEISMIC SCE, 3 0064035. 04.1 SITE AREA, 101 ACRES T 301,511 OF ) / / 0 / / ) /. / c c m . / ' / / / / \ _ A 1 W 1 O 1 J 1 4) C L / F1 1 OC)LTIMI I�1 V sO O�F �PROPOSED FI�HA V TEN AN O O O DRAWINGS INDEX ARCHITECTURAL TI.01 TITLE SHEET T2.01 FLOOR PLAN 12.02 OFFICE 4 RESTROOM PLANE 315.01 INTERIOR DETAILS T3.02 DOOR a FINISH SCHEDULES /DOOR DETAILS T3.03 STAIR DETAILS LEGAL DESCRIPTION PARCEL A LOT 1, 1701114CENTER 60110 74 ACCORD,. 95. PARK ACCO 10 TIE PLAT TIEFEOF, RECCR5ED M VOLUTE 91 OF PLATE PACES 11 TNRC SN 15, MOOR. DEEM COUNTY, WASIIMGIQI 1 ON PARCEL B 010 BNCENTER ea. 1,011571.41. PARK 40001556 TO TIE PLAT TIEI50F, RECORDED 111 VOLUE 51 OF PLATS, PAGES 22 1041516 4 16, RECORDS OF 030 CORM WASHINGT011 PARCEL 0 THAT PORTION OF LOT53 TIE PLAT AN05, OF THE FLAT OFOOIIHCENTERBWTN RONSTR4L PARK ACCOIDMG 70 71 5EOF, RECORDED 5 VOLUME 91 OF PLATS PACED 11 111 1125 RECORDS Cr KM C0N1Y, UNSHMGTLN, LYING EASTERLY OF A 1R@ DESCRIBED BEGIMRG AT A PONT CAT. NORTH LINE OF SAID LOT 341 A POINT 140341 FEET EAST CP : N RTIE OT CORER TEIEW OF SAID LOT B, 90 ICE CE 5 0 - 3 1ERLY ALONG A CINVE TO THE LEFT, THE CFNIER OF WHICH BEAM NORTH 6679 � ARADIUO645910 FEET AN AC DISTANCE 614543 FEET 1141 602.1 1HFNCE SON IIY3'B0• WEST, 4 DISTANCE OF 1526 FEET 70 THE BWTN 9, LINE OF 54101.01 410 THE TERM. OF SAID LINE 'L. 354 � � CASCADE AYE SOUTI -I WASHINGTON STATE NON-RESIDENTIAL ENEMY CODE COMPLIANCE 0 l• t ( Eu6ow9 WELL MBULATION COMPONVI TTPE 9 O E 0 $ ... TI W WALE GATT INSULATION D B E T `T FL S 0G15 OFFICES TIL i B INSULATION TD R Q}I4e 11L11F WALL, NO 5015.41103 R -0 WAREHOUSE ARID! 0511 5500 SLOB P£PREIH¢ RIGID R-0 SLAB 7010ME165 3012. B AR 5101147104 R -11 1319041. P 51030301 5E FB 34111NBLLA113N 1 00 ROOK 05106 FENESTRATION UFENESTRATION COMPONENT TYPE FRAME „•,,- ` 1 U 1 I �\ Y'1 I IMER¢HI•IANr !BUILDING ® 1 lEUI ING -1-' M 1 O I .1 O PP ` GLAZED w 7 SR TOp04 �- _ 1 F + ___ -- I 6 + _ -_ I ®9F. - - _ _ _ _ �- ° ^ m 0 Q GLAZED DLG DUN. 411594/1 LW411594/1 411594/1 999 0.11 DUAL DOOM 4LWRNH T 0E EWE OPIR AMIE MN3hl1 COMM EFTOIw0YH IBM SEER L1 S LAWNS PAED WATTS �4 3F 3540: 55 WATTS TOTAL • _ Li 5433 WATTS PV ,Z CT 1 5 19 98 �_ - J N� f) 1gNI 1 1 1 I I L 0 ` �' ^_ LEwwr -t• SEMI- HEATED SPACE REQUIREMENTS FOR WAREHOUSE AREA REQUIREMENTS. AP 41 CLIMATE 2 iFEFE4TMG OU RR FEd IRFE TDELOW FOR The CLIMATE ZONE I, 3- S EIWfEE SOFT) OR 006 - 734UV SO. PM 1. LOCATE NEATNG 15131 0ONP5LB NO LOSER THAN THE FEA174G UNIT. & MALL 3041746 UNIT CONTROLS THAT DO NOT ALLOW MATINS ABOVE 44 DEGREES P. REO F MBILATE THE ROW TO MEET WE OF THE FOR INSULATION OPTIONS ALLOSIOTYaF FOR THE APPROPRIATE CLIMATE ZONE SEP CLIMATE ZONE I, A WBA MA%71MFOR THE ROOT A00EMBLY PERMIT S. 1VEINMOFAMPO MAT B6 4LCEPTe- v 100 REARM WIT CONTROL womb. A TERIOCNRE MAY BE INSTALLED AT THE LEVEL GP NE HEATING EGII9EN, AND COMM, 10 45'1010 EASILY 400EBSIEL6 T ER1067AT. B. UHB! AREAREDSPACEAID A0B11-F COMMENT BUCN 49 A WN.L, IVE CO•IFGTENf FIRST BE FULLY INSULATED TO THE REARED SPACE REQUIRE ENT.OP THE R0C 1. W40H/Li13N VATS 4C1515 APR, TO THE CRO E iIYELOPE U- FA013R f 6C114 fl'ENTB WERE ARtT TO NNE ENTIRE GROSS . ROM AREA 5DL0D5E BKYUGHT& TFE R- VALUES ARE 41747111 NOMINAL INSULATION INSULATION LEVE49. V Z D'1 /Q� - O EIVEO VILA 241998 UNTO I° W ('0^ v! O I ... GO CC CL 1 fn fa rE ■ c 1 i 1 0 , I -� O� 'o A= I I CE o� 'oC ° I to L- I I 1- I. c ° c c c c c c c c c , / -4.--..-4.-.....____. / / FILE COPY ____ Is U tl it N P Cheek a e �B 1 WESt YALLEI' I- 110I- It1JAY - SR 181 cl c1 000AT. ® PROJECT NORTH U )0 l •, , � PL111241 I , •: , r N � N/ /� DA S 12 Q By - � - - -_ ; O TUP�' 11 ��nN D B111L D __ Parmil NB. •� , � ,� ,I // y'/ v^ M �-�`�� TENANT LOCATION PLAN SCALE, I• • 40' -0• RENe0316 DATE BY co Na- re UJ I E.05. a 0 50 '0 a 0 z 0 U y SITE LOCATION COVER SI -IEET JOE NQ 90021 DRAWN, 050 04CQQ'm, ATB PAl2, 9/28/93 71.01 ,__- e +- 4E,AFZ UJALL eC 1--.1E1=' UL. (3) MA l6) RK lD! 61.411.152 (1)(61 NAILING BLKG AB 51lE (4) AND SP4OING PEI14RK6 S. 111 5PACI1G N41V (5) OI 159]' 4144 RATED 5416 ®1 COFM OR .2B'DIArc T6" 6'OL.EDGES 11.01. FIELD TES 4 AT 20'04. \ / Ai FART NICKENED D OWE L LO NT 5 INTO Ek157 P. AV AIR Ali AYARD MEZZANINE FOUNDATION PLAN 2 00504TIO11 NOTES, L SEE ARCHITECTU54LME0 444)CAL DROWNS FOR DRAMS, SLOPES. AND OTHER FLOOR DEPRESSIONS NOT 6)010 6 SEE ARCHITECTURAL DRAWINGS FOR 0)15051405. ELEVATIONS, A0 WALLS NOT SHOWN 3. SEE ARCHITECTURAL DRAWIN35 FOR 5 52E, SPACING AND 44)0410 Ai 401L040 56451.. WALLS 4. SEE SHEET 5101 FOR STRJCTUR4L NOTES AND TYPICAL DETAILS 5. WALLS INDICATED ASOAE SHE4R14LL6. SEE TIE WEARS/ALL SCHEDULE FOR 5HE47HMG. NAIL!.. 400 ACH012 5017 REQUIREMENT. EXTENT OF TIE 5a...1. REC RD -ENT5 5CL90E 111E TOTAL LENGTH 45195 WALL INCLUDIW ABOVE AND BELOW WNOOL5 AND DOORS UNLESS NOTED OTEREBE. 6, ALL LOAD BEAR24 WALL STUDS SHALL BE COVERED INDIA MIN. OF IR' 54£41425 (EITHER.., P51 OR 095 49 APPLICABLE, (IX SIDE 00 STUDS. SEE ARCHIIECNR4L DRUMS FOR ADDITIONAL WALL COVER9G 50I1.7EN15. SEE 5HEARUALL SOEWLE FOR SHEATHING. NAILING AND ANCHOR BOLT REQUIREMENTS AT SHE419UA.L6, 1. ALL 54 51409 9111411 BE CONTIIR00 BEIUEEN DETAIL CUTS. POSITION BUILT-IN 51205 TO ALIGN WITH THE 4EADER ABOVE. S. 401)105 DESIGNATED • ARE (2) 20 STET B41L1UP COLONS FOR 0P54245 3' -0'05 LESS AND (3) 20 51117.914 COLONS FOR OPENINGS GREATER T4WN 5'-0' A0 AT HOLDOON LOCATIONS INL615 NOTED OTHERWISE. 9 COLONS NOT SPEOPI0ALLT LOCATED BT ...IONS SHALL BE LOCATED ADJACENT TO OPENINGS AB D(MSNSI0JED BT THE ARCHITECT. SEE ARCHITECTURAL DRAWP46 FOR DETAILS AT ALL 050015 AND DOOR 4■4155, 10. SEE SOILS REPORT FOR ALL FONDATION 4`D S45 SUPPORT REQUIREMENTS. THIS 19 TO INOUDE ALL EXCAVATIO FLLL AND PILL PLACEMENT REWIPEFERG 11. FOR TYPICAL CONNECTION Of NCN.LO4D BEAMNG WALLS TO SLAB, USE 1511.M1Y 1401DER DRVEN FASTENERS AT 4' OL. 0. VERIFY ALL MOON AN DOOR WIDTH AND NEWTS WITH ARCHITECTURAL 00410405. U. ALL CONCRETE SHALL BE HARD ROOK CONCRETE FWETMG TIE REQUIREMENTS OF 4CHSO1(F4,5000 f0(1 129e-032y 5. 54E41HIIG MATERIAL MAY BE EITHER RT)WOD OR ORIENTED STRAND BOARD. 3. ANOVOR DOLTS WALL HAVE I' M21 EMBED. PROVIDE 4 MINIMUM OF OX ANCHOR BOLTS FER PIEC5. 1 NAILS64ALL BECO11014 FRO1 AN4'ERICAV OR CANADIAN I ONLY. NAIL PENETRATION INTO 5000 FRAM45 SHALL BE 2)5' FOR 104 NA02 440 N' FOR NAILS. NAIL DIAMETERS &)ALL BE o14B FOR 104 NAILS AND 0131' FORM NAILS. 4 PANEL BL02CN5 SHALL BE A 2X4 RACED RAT CENTERED ON THE JOINT 524612 REWIRED. B. WEN T14ESEATH.. IS REWIRED ON OE51050BT, MACE ON THE BIDE CF THE5YMBOL 6. 1450)426 PAWL EDGE 1 OF 6E4IHII0 TO ALL COLONS WITH 101.005215. 1. SHEARWLLB SHALL RN CONTINUOUS 110049 55141(5 CAUSED BT INTERSECTING WALLS. B. OLE55 NOTED OTIER15E, TIE 6HE4004.1 DESIGNATION APPLIES TO BULL EXTENT OF WALL BESEEN CCR ER9 a WALLS. 4 NAIL SPA... APRIE5 TO ALL 57905, TOP AN BOTTOi RATES AD BLOOCRO. 10 main 5IEATHP0 025141ON NULL BE 24' AT BOUNDARIES AND CHANGES N MOON UNLESS ALL EDGES ARE BLOCKED. 11 PRONDE MNKN1 P rc 2" rc 3/6' RATE WASHER AT EACH BOLT. CD_ I I /� PRONDE SUMP 1.5. STRAP AT TOP E AT EXIST TS COL p¢n4NINE FRAMING N0155 5. ALL JOIST 5144410044 54411 BE 2-0' EXCEPT AS 51010 OR NOTED. J I. 6E6 SHEET 5101 OF ORIGINAL BUILDING 0E9101 Fox 1114(44L NOTE5. 2. VERIFY ALL TOP OF BEAM AND TOP OF WALL ELEVATIONS 2IIH 41111EC1URAL DRAMJG5. 3. VENN' ALL DOOR AND UNDO L WIDTHS AND HEIGHTS WON ARCHITECTURAL ORAONG9 4. VERIFY 5I. AND LOCATION OF ALL MECHANICAL PENETRATIONS WITH 4519(120111541, 6. JOIST TYPE AND WIDER SON ATE SCHEMATIC ONLY. TRUSS" MANLFACNRE SHALL UNIT M0P ORAUP45 AND CALCULATIONS. ALL DRAWLS AND CALCILLATDNS SHALL BE STAMPED BT A 5751CTUR4) Da EER LICENSED M THE STATE OF THE PROJECT, ALL 581ERKG DETAILS SHALL BE 514.111.0 BY A 5151411041 ENGINEER LICENSED N THE STATE OF THE PRO0EC1. t ATTACH NON 511500241 UALLS TO MEZZANINE FLOOR PER 6, ALL 54451 HEADERS AND 2x FRAMNG SOIN NULL 56 Dpi O1LE95 NOTED OTHERWISE. 9 MMRIM SHEATHING DIMENSION SHALL BE 54' AT BO5OARIE5 440 CHANGES IN RRAIIt1 OLE55 ALL EDGES ARE 6LOCKEO. R MEZZANINE FRAMINCa PLAN TIP DEL.. WIDER PARTITION WALL J WALL LEGEND: • 6HEAR44L) - SEE SHEET 0101 FOR RE0'T6. 141 ORIGINATING ON 5LOORFOUNDATIO41 PLAN ON WHICH IT IS NOTED 54LL BELOW FLOOR/ROOF SEE FLOOR OR FOUNDATION PLAN BELOW FOR REOMNT5 COLEMN ORGINA10G ON FL7012M1104 PLAN CN WITCH IT 15 NOTED . SEE PLAN FOR COLON TYPE NOTED BEAM SUPPORTING ROORROOF FR0M0G CN LEVEL ON WITCH 1115 NOTED . SEE FLOOR/ FOUNDATION PLAN 65000 FOR COLON EO'T5 EXISTRG TILT -UP CONCRETE WALL RILL S WALL AT STAIRS BLDG DEPT SUBMITTAL ONLY NOT FOR CONSTRUCTION GIY UI ))44. pl'f 8041.11. 02114120' DMYO1505RA SEP 2 4 1998 PERMITCEMER I EFNE,3 6/ 1 • HBL CIVIL N STRUCTURAL ENGINEERS•PLANNERS REVISIONS NO. DATE BY fr- L W 0L1 j OA) w L 4 4U d i j I- 0 MEZZANINE FOUNDATION AND FRAMING PLANS 405140, 4.5159010 D RAM BR CHECKED. AM D ATE. 225EPT99 S1 LAMMd1ER W( Wd AT 12" AND LAP ALL 4' -0° DL. AND NAIL (V ROM OF Bd Ai B "OL. LOCATE HEADERS AT TOP OF WALL OR TOP OF OPTION UNLESS O MERCK INDICATED BY ENGINEER OR ARCHITECT. EACH BE COL II/PERE OPEN. WIDTH EXCEEDS Rd AT 6 " OL. EDGE NAILINS EXIST. TILT -UP CONCRETE WALL CMIT SIM SECTION -J RN TOP RE OVER WS -\ 1 R7 W.I. DORF MPS REDD TYP HE14R ELEv.4.TION ND KALE RR BOUNDARY NAILFG TJI M. BY NI PAR MB STIFF BT TJI PPR Md TOENAIL AT EA NI ]x @IW66 AT I] " OL. AT SPLICES - LAP 4'0• AND NAIL (2).. Ai 14DR PER FLAN LEI P98•o32 -y SNP AT INTO 4W� 1307 MTO SOLID COLUMN TO MATCH AT TOP AND BOY OF OP. PRORDE Otl A" INTO Ed BB. NI G AND BY NI INFR 160 A 7 OL. bd TOENAIL Ed SIDE EA iJl BLKG HPR PER RA (]) TOP R ma AT OL. AT SPLICES - LAP 4' -0" AND NAIL WI. AT 6" OD. O SECTION SECTION 10 SECTION RR BOS.DARY NAIL. 2x R WA. AT O. O4 " — EWE NAIL. NI ELM BY NI KA DGE NAILIlG EKI6TFG TILT-UP CONC WALL O O SECTION APR PER RAN SECTION SECTION 0 91MP H8467 EA END OF EL. NAIL &RG TO BLKG PIECES W/9Td Ai 4 OL. 66 BLKG EA BIDE W WALL STRAP 5MP 5T6224 FLR BOUNDARY NAILPA iJl BLKG AMC WEB IF BT TJI MFR (2) Ise TOENAIL AT EA TJI (]) TOP R W/16d AT o' OL. AT SPLICES - LAP 4•-0• AND NAIL lL Ibd At 6 LC. O I" SECTION SECTION I PCLR GRILL 1 HOLE THAI COW WALL bd AT 6' OG MTO ELKG 8 DT. AT NON- LOADBRG WALL -MEZZ OON'N SECTION 13 SECTION SECTION RNT�R ABOVE HCR� NOR PER PLAN SECTION I• O COL AND I FOOD. SEE PLAN CL I III =1 !I iii 111 :',g+ li lr i E-LTI BLDG DEPT SUBMITTAL ONLY NOT FOR CONSTRUCTION l ll�l�rr l l ll X111 O Cliy 111 IUilVI11 A �I"Paoven UCi 15 15911 omoF SEP 2 4 1998 P MIT CENTER R �6a 9 /23163 1 AH C I V I L k S T R U C T U R A L ENGINEERS•PLANNERS REVI61Q16 BATE BY co r CO CO MISC DETAILS JOB NO, J- 9133610 BRAUN. J6 CHECKER AM BATE. 22 6E8196 51.02 O O O O 233' -6" O O O / NOTES REV 1003 N0. DATE BY A 10/29/98 SEA 1. A DIMEN5 A RE TAKEN FRW1 UNL ESS NOTED O M OTH T ERWISE E. . JTERLII 2. ALL 5000500 INTERIOR METAL, W SURFACES SNALL BE FINISHED PE SPECIFICATIONS. F A COLOR 15 NOT SPECIFIED, VERIFY WITH THE HE ARCH. ARCHITECT. 5, 4 0500105 LATER BOARD A MIN. 00 4' ABOVE THE THE UNDERSIDE OF THE ROOF DEI OCCURS. 4. PROVIDE A SLIP .PINT AT ALL LXATIONS WHERE METAL PU OR ENETRATE DECKING OR MEMBRANE ABOVE GYPSUM BOARD TO 5/8' THICK 5. LL OTHERWISE OF DRAWINGS. 6. ALL 6' METAL STUDS SHALL BE If GA. MINIMUM U.N.O. ALL OTHER METAL STUD GA. SHALL B USE G0. AS I RECO701080 D BY M< IS SHONN OR SPECIFIED HEIGHT AND U5E. T. USE WATER RESISTANT GYPSUM BOARD 8. ALL PLYWOOD BACKING TO BE 5/B RETARDANT CONFORMING TO AWP, R. AND BEE FLAME S TP & M BBED TO ICED, 10. AL FIRER A55EI'51.05 ARE F TEST DA TA. SEE SPECIFIC TEST i Cg1PONETS AND ASSEMBLY. II. BREQUIRED CLOSURES E FOLWWING LOCATIONS. A. TELEPHONE B. COUNTERS C. RAILS WHERE ATTACHED TO W/ D. DOOR FRAMES E. CASED OPENINGS F. WALL MOUNTED DOOR STOPS G. TOILET PARTITIONS H. COAT RACKS I. FIRE EXTINGUISHER CABINETS 12 WALLS TO BE 3 A UNLESS / l / © v O r - 1111k - t — - - I ��\� - - - - - '. _ � ©a EartiiiiimadimidailAiiiiii ® _ ' III' 2 �� WASH SINK f L — — 1 L__ 1 f 2'9 FLOOR DRAI TIE INTO IX BTIN SANITARY SEW _ LINE = o O y IXISTING ROOF COLUM TYP. 2 _ - e W r S'< <�F'f' (MP 1 ,.cc as+sui T Err OR L WALL P I I 14--- F1CwKu�H 1 „tl WALL SYMBOLS I I } - 20'x5° COOLER BY TENENT w 1 �_S `(,wUl L y .Lq.9C 4, = , L_ ' 4, �� P I 1 1 IXiETRI NEW E KEY FURRE NIG —� 1 100 WARS-OUSE S ��71 �e ^s , I q6 EXISTING CONCRETE FLOOR SLAB FL STING BKYLI S I l 15' - 0• l.Zq _TS D �STTIN EXIIT TENANT IMPROVEMENT SET FOR MERCH4NIT DU VIN CO PO 4TI N CASCADE BUILDING 'B' GLACIER CASCADE BUSINESS CENTER TUKWILA, WA _ '.-----. (C •gip PER SHELL LANs - �f.l.,r ,..,,,,L.,,,,, \ WALL SYMBOL KEY Ice 81 102 FFICE 82 THE PARTITION TYPE DESIGNATION IS A TWO UNIT CODE THAT INCLUDES THE WALL CONSTRUCTION I yFERENG ROOM x mm1ni T [Fi - 1 L____, / l ,1 � , I MODIFICATIONS riOn ALL I A EXISTING SANITARY LINE OD VIALL DETAIL NUMBER L '— �LtlALLBG_ 1' IL•12 PER SHEET T3.02 MODIFICATIONS A NO INSULATION B ACOUSTIC INSULATION SOUND ATTENUATION BATTS C THERMAL INSULATION R 518 D NO INSULATION, ION, G Q SID E 1/2' PLYWOOD BACKING NG F 3/4' PLYWOOD OVER GWB ..IIY 111 IIIIVIIIA 11I'I .4ScRIgn, of - - DEC 9 „sEA 'q 761717,57 ILI ' t i 1 CL. - -- _ __. Ip- LUN CH ROOM ® ____ 1 ������� i i t HALL � �_. IIIpIIuII ■ l 1 1IW 1 r j E ©© 71, FLOOR TT D98 -032y MAIN FLOOR PLAN SCALE I/8' A 0 -0' 3. 4 \ NOTES WALL9 FROMT HE AMS, U NLESS NOTED OTHERWISE. 2. ALL EXPOSED INTERIOR METAL RD SURFACES SHALL BE FINISHED' SPECIFICATIONS. IF A COLOR IE WITH THE ARCHITECT S ' AND PROVIDE LATERAL BRACIN SUM THE UNDERSIDE OF THE RMF 4. BOARD A MIN. OF 4' ABOVE T4 OCCURS. PROVIDE A SLIP JOINT AT PUNCTURE OR PE Ra MEMBRANE ABOVE DECKING. i 5. ALL GYPSUM BOARD TO BE 5/Q OTHERWISE OF DRAWINGS. 6 . OTHER 1M1E�TAL STUDD GAN SHALL 1 OR A5 SPECIFIED. WHERE NO G HEIGH AND V9E OMMENDED BY >, USE WATER RESISTANT Gyp., BOARD IS ALL TOIL, 2EAS. e. ALL PLYWOOD BACKING TO A4 5E RETARDANT OONFORMING TO 9. AL GATT INSULATION IXPOSEC NYL FACED AND BE F AME SPREAD - 25. 10. Mari: SSEMBLIES AI B WA SOO. TEST DATA. SEE A SPECIFIC TES' BLOCKING I AND A5 41 . N. BLOCKING IS REQUIRED AT THE FOLL0INING LOCATIONS 5. TELEPHONE ENCLOSURES B. COUNTERS C. RAILS WHERE ATTACHED TO WALLS D. DOOR FRAMES E. CASED OPENINGS F. WALL MOUNTED DOOR STOPS G. TOILET PART1T1ON5 H. COAT RACKS I. FIRE EXTINGUISHER CABINETS 12. ALL WALLS ARE 1=I=1 UNLESS NoTED OTHERWISE ON PLANS. ER GINS PAINTED (TYPICAL) GWB PAINTED (TYPICAL ST TL. 42" 12" q B1 „ ALIGN MI/ R W ST. ST, EDGES �' ` I - - I q B �� � R 36 ' IX15TING CONC. SHEAR WALL 1. O © _ _ �/ 0 O � \/ D SP. \ `V GAUCHE 1- Z _ F � _ x - _ m F QQ �( '¢ 3 Q 5' COVED SANITARY I -I/2 DIA. GRAB BARS T. PAPER DISPENS EEEFFR��� - C C I al. TOILET PAPER •I ..,_. _ p \ 10l MEWS k,•0 V' �L �qg Z = _ % _ g SOAP DISPENSR BASE 2 = �ISP. K U �� / HANDLES AT A.F B >RRIER . m v \ - .. 13123 WER / FREE 1 i FREE HEIGHT I. I6• I. \ \ _ AAA AAA WOMENS RM. #108 NOMENS RM. #108 A © � T ' rl B I O - SCALE I/2' I' -O" SCALE 1/2" I' -0' MEN5 R OOM 01 07 SIM /REV E \ (�.f 1 ' _ _ m O LEVER HANDL AT D 36' -42 A.F F. 5>RRIER � FREE HEIGHT H / 4 l I I 1 108 m Rae O \ C I IWOMENS I q 13 ` GWB PAINTED (TYPICAL) GWB PAINTED ( 5104L) F LAM WAINSCOT W/ ST -TL. EDGE .ULK - 0 MIRROR 1.4 9T STL. EDGES / 36' • A O O '4 • © ] np I \ GRAB BAR - 11 W SEAT COVER DISP. '-- m - l 1l W- DISPENSE-, \ �- WALL SYMBOLS SOAP 015PEN5ER a ,- L 55196IETYP.N PROVIDE sHEILDING PIPING TYP. © MENS RM. HEAT } "�, i � rer . "R 015719* E%TER \ ON 5 CAVED 5ANITART BASE #107 O NOMENS RM. #108 t r NEN STUD M . : 9 FURRED NALL ADJACENT TO BESTING CONC. IX . ESTROOM PLANS RESTROOM ELEVATIONS A l f SCALE I/2' 1' -0 O • 52 © Q 1 >_41i WALL SYMBOL IS i_ 4 5ii q i 12' -5�" 4�" 4 5 21.' 4�" i THE PARTITION TYPE 5IGNATI THAT DESIGNATION INCLUDES THE WALL GSTRUCT1 MODIFICATIONS. IS' y / 52._„? 52' - 2 - .�� 33 4 P ' 4i_pn IIIIIEMIli / 4 4. 03 / p p . I 0 A 1313 1 MODIFICATIONS A NO INSULATION B ACOUSTIC INSULATION 50UN[ C THERMAL INSULATION R VAL UE PER PLANS D NO INSULATION, GWB ONE 51 DE ONLY E I/2" PLYWOOD BACKING UNDER F 5/4" PLYWOOD OVER GWB 30 1 103 'CONFERENCE ROOM ICE #I �1 'FETCH #2 I 4 I M - 1 DD SHOWER NMI MINI M 1 200 OFFICE b A 3 41- 4 44" 2' - N„ ), i 1 110 I r/ 4� q_0 Bi' N Y REST ROOM NOTES E y 1. GRAB BARB I- 04' -1 -V2' DINIETEI BARS PEp o�LFCT � ION. 2. FLOOR. SHALL BE SMOOTH, HARD, NON-ABSOREENT SURFACE. 3. PROVID5 5' 00VED SANITARY BASE UNLESS NOTED OTHERWISE ROOMS 4 DIHENB DNB. NO ES AND Ep 1PME *40, 6. TOILET ROQT AN 1c BE INTEGR, LIGHT AND VENTED TO THE 4551.1 c7UTSIDE 6. GYP&II4BOAFID APPLIED TO PL1. WATER RESISTANT compLT W. ADA REQUIREMENWi corm. PROVIDE A 4' -m" HIGH MASTIC STAINLESS STEEL TRM 1N ALL F III I� O . � 4- o W O 104 'HALL ® - 0 � � ■ M=111 F J 11 fJ �u v ° � ° p Imp J R H _ ^ ' 13 O 1 201 IOFFIGE #6 12 _ T' I � ��' F'' , .' I° T 0 (HALL DN ® T 14 \ � 204 LANDINCim� X " \ � I m COMPUTER/ 0 ®M AIL L- 1 105�LUNGN ROOM '- MENS e I ^ I V I SINK ® { 110l I 1 DE m -� - ,.. - ES ` ` O �\ `1I A 20310FFICE #4 GUARDRAIL TYP.-I -,--- O ' X F 42' WOOD RE57ROOM ACCESSORIES JLE UP ■. '�� II a i NEW P05T9 TTP. M AR% DEOGRIPTI PUFE4/ T REMARKS H a SEE STRUCT. DWG E, p T3 II r 23" 4 0' , E11 1 . 1 11111111/ -.... �f ©O �.. WOMENS f 108 I r � O ' O f - 6' -4 \ I6' -Q 13.-4k 3D2 Q O DEICING FAN GC. GC.` WHITE/CHROME O DOOR SIGNS G.G. / Go. 01 w 49110 1111 m / 4 � • © GRAB 5455 G/G.G F 36 1 LE GRIP O PAPER TOILEL ISPOSAL DISP. AND D GG / G0. fE0 MCV STAINLESS OIL 9178.0 22' -i " _ _ _ _ _ 4 �• '.� 111111 4 i_ p x 4 ' � - _ - .- . -. -. -. - ._ .- .- . -. -. . . . - - - N _ - .- . . . „1V 01 Il1W43 II I' 1' fl (I V f U cmpOF T 2 9 }996 1 BEC � DEC 2 9 199 8 O TOILET PAPER DISP. GC. /GO. IEG Mau ILESS S 2.02 ,ti 12' -6 ' 8 ._ 2 " 4 3 4 " O MIRROR G.C. / G0. 3m• MW ILESS STL FRAME O MI covER QC. / G0. rrola2 1L55* .n .,.-. pEgMrt cENRR O SOAP DISPENSER GL. / 6G RHO_____ ..__ _._... . __ MOOTING HEIGHT ninlNLe88 STL FIRST FLOOR PLAN g .IILDInu �n SECOND FLOOR PLAN PE RMIT 8/29/88 SET SCALE I/4' I' -0' ® © SCALE 1/4' I' -0' 0 ROOM FINISH SCHEDULE FINISH NOTES NSU p In° PER ` \ Oppp(((( Phi NAT'S FLOORS BASE P4g19 OBUNG meat *Mm MARKS I. VERIFY ALL FINISH LOCATIONS WITH OWNER PRIOR TO INSTALLATION. 2. A ALL FI NIS H MA ERRAYIINGS FURNISHED BY CONTRACTOR UNLESS NOTED 3. FILL ALL JOINTS IN SLABS UNDER ALL FINISHES. 4, ASSURE ADEQUATE PREPARATION OF ALL SURFACES TO PROVIDE A SMOOTH REGULAR FINISH. 5. TTO E TRANNSITIONS,, FLOAT SLAB LIP TO VCT TO SMOOTH A TRANS ON. 6. VGA EpULED FLOUR FINISHES ARE TO EXTEND UNDER ALL LL TO T L L EXPO E GRIL TI YORK, MISC. ITEMS AT CW TO BE PAINTED SAME COLOR AS B. NALL COMINGS BA BE APPROVED ICAO MATERIALS CR SUED PER ISO isTO.2 MI LL INSULATION NOTES: I . R -II BATT INSULATION AT EXTERIOR WALLS (FACE STAPLE BATTS) WHERE NOTED O4 PLANS. 2. R -10 RIGID INSULATION AT FOUNDATION WHERE NOTED ON PLANS. 3 R -21 RIGID INSULATION AT ROOF (WIRED IN PLACE BATTS). 9. PROVIDE SEALANT AND CAULX114 FOR BLGD. ENVELOPE, TIP. FLOOR COVERING: FC -I 0708ED CONCRETE - SEALED F C -2 CARPET - DIRECT GLUE 004N4 STYLE BY OWNER FC -3 VINYL COMPOSITION TILE 12' X 12' TILES COLOR/PATTERN BY OWNER FC -4 SHEET VINYL - ARMSTRONG OR EOUAL COLOR/PATTERN 137 OWNER FC -5 NO FINISH - EXPo5ED SURFACE FC-6 TILE - THIN SE - AMERICAN OLEAN OR 00441 COLOR/PATTERN BY 0,41ER FLOOR BASES: FB-I 3' COVED VINYL BASE MEDAL W FLOORING 7B-2 4' VINYL BASE ROPPE COLOR/PATTERN BY COINER F13-3 NO BASE PLASTIC LAMINATES: LAMINATE PL -I PLASTIC LAMINATE - WILSO ART COLOR BY OWNER CEILINGS: C -1 LAY -IN ACOUSTICAL PANELS - ARMSTRONG CORTEGA 24' % 45' X 5/3' 'WHITE• NATURAL W FISSURED NON - RATED US6 GRID SYSTEM - 2 GYPSUM BOARD - 3/8 GYPSUM BOARD ON CEILING JOISTS - PAINTED 44/3EMI - 81055 ENAMEL CA ECPOS0 00ISTRUCTION - PAINTED WITH SWEEP - UP SPRAT - NWTE C-4 EXPOSED CONSTRUCTION - UNRR514ED C-5 GAB - FIRE TAPED, SANDED ONLY WALLS: W -I GINS 6100114 EN154 - PAINTED W FLAT LATE( W -2 GPO SMOOTH FINISH - PAINTED W SEMI -GLOSS ENAMEL 8 -3 GM 55100TH FINISH - PAINTED W FLAT ENAMEL 14-4 EXISTING CONCRETE WALLS 44.3 GWB- TAPED, SANDED READY FOR PAINT 14-6 GO - FIRE TAPED, SANDED ONLY DOORS /FRAMES D -I SMOOTH FINISH - PAINTED GLOSS ENAMEL D -2 PRESERVATIVE 10-314 OIL NIGH GLOSS 0 PREFINISHED TRANSITION STRIPS - PROVIDE AS REQUIRED 15-1 TILE TO CARPET JOINER- 'ROPPE' OR EQUAL COLOR AS APPROVED BY PINER/TENANT T5-2 CONCRETE TO CARPET- 'ROME' OR EQUAL COLOR AS / TS -3 VCT TO CARPET- 'ROPPE' OR EQUAL MGR AS APPROVED T5 - SHEET VINYL TO CARPET- 'ROPPE' C R EQUAL COLOR AS APPROVED EY OANER/TENANT TS-5 VCT TO CONCRETE- 'ROPPE' OR EQUAL COLOR AS AFPROVED ST OVER/MART T9 -6 VCT TO RUBBER TREAD-'ROP'E' aR EQUAL COLOR AS APPROVED BY CHNEETDIANT L l DOOR PER SCHEDULE I OU WARBIOSE K -I FBA W -4 C-4 BPOSED 1 .P/E \ �� m N N9 OPTF K -2 iB-2 1.4-1 U 9' 4 ND OFFICE FC -2 F3-2 W -I C -I 9 4 D3 COE. ROOM K -2 F19,, w -1 C -I 94 � L 2' \ S / B' jN /\ REpUCE F ;TREE' 104 L ALL FC -2 43-2 W -I C -1 9 4 % ALL FC -3 F10-2 N -1 C -I 94 - ? I% 401 RO]1 FC -3 F&2 W -1 C - 1 9 1 07 MBS 00877 R1 7C - 4 PEI wn C -1 84 WIDE p' 16414 R.I W41NSCOAT I CB WRNS RE5TR101 FC -4 FEIN W -2 C -1 34 PRO/IDE 40' N414 R -I 4141157OAT B9 CLOSET K - 3 FB w - 3 C - I 04 11 0 SE NO K -4 FB-I W-2 C -1 04 014. MTL DOOR/HOLLOW MTL FRAME JAMB O WOOD DOOR SILL RECEPTION FC -2 FB-2 4 -1 C -I 9'4 SCALE 5' • 1'-0' PER ° Y ALE PL \ \ 3' . I -0' P 1 FIN. PER SCHEDULE 210 4EN. OFFKE K -2 38-2 W -1 C -I 44 2X OFFICE K -2 FB-2 2 -I 0 -I 74 212 CCMEWMIIL FC -2 FB-2 W -I C -I 9'4 2 MICE K -2 59-2 8-I C -I 44 204 WDING TC4 FB-3 W -I • 0 C-4 5705ED Of GS EURO. S - B4203E0 AREA LEDDR STARS FC -I FB-3 114 04 VARIES 1 -IR RATED Ea �C ' it all 2 In' 0005 PER SO4mULE OVERSOF OF DOCUMENTS nzo/ wi or co.�oMoieeom < n:a :. �c. .. DOOR SCHEDULE NOM ICCO nn 1OG1B11 ISM R MGR TIIMRD WE OLQL GA?118 rg ICE ILREL56iIR oar Lt8{3EB56 A10 NOIB MATBINL 731714 MATERIAL FIIGI A ENTRY - 5 FG3TWG ENRWNCE DCXR ©lin40 '®' 5121111.11MMEIMEMil S® 4 D SIM. ©o1115101111111111EZZEIC=sICI■ENIIIIIEMIIMss ®=II■ SCALE 3' • I' -0' 4 B 0042 ROM 3'4 %T4 - WO PAINT ND PAW - 3,2 4 DOOR/ GLAZING NOTES 5 B LSO 3'4 %T4 p PAINT PD PAINT - NI= ' '©®' S®EM©=1/1 S ®■ N. ENT !Di § 1 1 o bi 5 ; op 1 pop 1 2 g f ,g; g 8 , Kiii _ " 0 Z1! PSJ i s ' q -s 4 s 4112kt- g 'a � e e 1% o 2 e q g' as 'it g 4 g a ii° z $� Illii t12 " .1 n� g a =gild 1 1 E> set IIK g s I 1 11 #lig i o 1 1 s 1a it a g 5 1 '50,22 ai a '1 ' lt � F G _5��j $ y " yaFE j W 6 4.° 3 W w 2 a o_ " _ 1110 Ky 1r° 1'' - i SO M i lil� i 1v E1& LSr8 8 d]5 0IENI5®' 0= D0� oo� N LNEE REETRI, 34 %T4 34 4 T4 S '®VEZIM©EM S12:E/MM ° s©EM "©1123. S® 2 IO1 R S se� 2 a NOTE b II B OPTS 3'4 4 T4 - WD PAINT i0 PAINT - 3,2 4 D B COYUTBUYAIL 3'4 %T - WD PAINT ND PAINT - 3,2 4 3 B OFFICE 3' 4 %T4 - WD PAINT ND PAINT - 3,2 4 H 5 CBI, OFFICE 94 X T4 - 141 PAINT WD PAINT - 3,2 I -_ - -...1- -__ _- ■■-__----- M -- �_- - ■� - =MN _- _--- _ DOOR TYPES DOOR JAMB KEY HARDWARE GROUP PROVISIONS FOR BARRIER FREE 0005 �d FULL 810E PUBN 810E 1414-4. TYPICAL INTERIOR DOOR 1414 TYPICAL. INTERIOR DOOR DOOR KNOB. 'SCI4LAGE MANUFACTURE DOOR KNOB "SCHLAGE' MANUFACTURE A. SERIES. '0' NEW,' DUTY A. SERIES. 'D' HEAVY DUTY B. STY E. 590006E LATCH C. STYLE R OLDES D. TRIM, 647 /6 ROUND D. TRIMS ROUND E. FINISH. 626 SATIN CHROME E. FINISH. 626 SATIN CHROPT D OOR HINGES. 'STANLEY' MANUFACTURE '.JON HINGES. 'STANLEY' MANUFACTURE A. TYPE 5313-175 4 -1/2' X 4 -1/2' (3/ DOOR) A. TYPE. 713B-17•1 4 -1/2' X 4 -1/ B. FINISH, 260 SATIN CHROME DOOR STOP. 'IVES' MANUFACTURE DOOR STOP. 'IVES" MANUFACTURE IN A. TYPE B. FINISH, 260 SATIN CAROM 40T -1/28 WALL BUMPER A. TYPE, 401 -1/25 WALL BUMPS B. FINISH: 320 STAINLESS STEEL B. FINISH, 32D STAINLESS STEEL PRIVACY DOOR 144-5. ENTRY DOOR DOOR KNOB. 'SCHIAGE' MANUFACTURE A. SERIES. D' HEAVY DUTY KEYED LOCK BY DOOR MANUFACTURE C STYLE, ION, RHODES LOCK D. TRIM. ROUND E. FINISH 626 SATIN CHROME DOOR HINGES. 'STANLEY' MANUFACTURE A. TYPE FB5-179 4 -In' X 4 -1/2' (I/ DOOR, MIDDLE) A. TYPE, 2060 4 - 1/2 ° X 4 - I/2' (1/ DOOR, B. FINISH. 260 T SATM CHROME D003 STOP 'IVES. MANUFACTURE A. TYPE 407 -IM6 WALL BUMPER B. FINISH. 32D STAINLESS STEEL HW -3. TYPICAL INTERIOR 0008 PUSH-PULL PLATE. 'DUALITY' MANUFACTURE (I EACH SIDE OF DOOR) C. STYLE PUSH • 1061 PULL • 62 E. 71514514, . 626 SATIN CHROME KICK PLATE. (I EACH SIDE OF DOOR) C. STYLE. 34 E. FINISH. BRUSH STAINLESS DOOR HINGES. %OMMER" MANUFACTURE (3/ DOOR, 2 TOP t 1 BOTTOM A. TYPE. 329 -6 DOUBLE ACTING SPRING HINGE B. FINISH. 0 V 52 C ZINC B, L PROVIDE MASTER' KEY 8151EM FOR TENANT. C0000IATE KEYING 341448842041 P 544E E 4 $ 44)FRCT41 F5 7 10. MIN. 50418 S' • I' - 0' -,y pl Uf.1I)ILIA IA f' f R f) V F D I]EC'G 9 1998 - 11 1,1 PIING 14484 .I0 3 1/ 015105 W 0) m o pp c C a W CL 1119131 PER $CEEWLE 1 / \ \ 24 PREFERRED 07 � / ( NOTE HAS BOTH APPROACHES 6 II x • 0 M IF A L 54 1113. DOOR RAND 4 LATCH. RILL 810E 1 n BIDE INTERIOR RUSH DOOR A - EXISTING DOOR B - WOOD. SOLID CORE BIRCH VENEER C - WOOD. HOLLOW CORE D - HOLLOW METAL E - I -HR RATED F - BIFOLD p98.0321/ } NOTE. 0 x • 42 M /B1 HINGE E � $ NOTE. yy� 7340 ALLOBER (W LATCH • 36 IN MINIMM MMII'MI IF SIDE APPPOACHEe PULL SIDE 54 IN MINIM MINIMUM SIDE APPROACHES F 1 y • 60 M NOTE, y • 54 IN BOTH 24 MIN. . 21 MI F L IF THE DOOR ZEAL E NOTE. ALL DOOR) COMPLY FOR F RO y • 48 A TC . y L 48 M 01114 THE T APPROACHES. MIN IF DOOR AND A CLOSER PUSH SIDE = v� M IF THE ALCOVES CLEARANCES HAS DOOR SHALL DOOR REMARK NOTES FO8 • FUNI34FD OR4FR.IBTALL CWEW FOC • NRNISIIED 04411OCTOR1 STALL CODWLTOC FM • fURNINIOD CRISONSTALL CONTRACTOR NOTE 6 RILL NAMES ON MEER OILY. 101E2.0 DINING IWRDAE ON EI(IEKE 1101E 3. LOX SET WILL BE KEYED AND NAVE PU514 350 CN RE31 /104 SIDE. • C OIX WILL UNLOCK IF WWI 45 DEAD BOLT AND BAN IS THEN 387880, DOSE NOTE 4 OOOR AID nun PREPPED FOR DAD B0.T WITH KINK PLATE INSTALLED. NOTES FUSELS CIA: 06 PIL AND COL COVER ARE PANTED QE TO I^ATD MULL © SCALE 3• • I' -0' —' BRACES N D wT 4 t - DECK ABOVE M1El�l . CF M ., F WR T B O R B AL i �B� B MAT EXTERIOR 11141J- 4 I . t3 EXTERIOR WALL PER PLANS �q 5 / 40' 3 5/B 5 GA METAL STUD BRACKETS ' \ WD .PER PPLL I , `. DEC SLIP 0 T3ID] PA DE )VI1 .9.a 9 ' 3111a31-08 H Mdaid 111913N 1 DECK ABOVE �} -Q �. B p'O AT O C.- ATTAL�H ?0 W T11 3/B' DIA. EXP. M'_HOR:• - \ LT& 48, O' 9 " 6 PDF iRA AD. IpEg d5 Og'- p'�i -V� I6 GA C0.D FFRppTRRLLED L IB5R/pdL'�Xgt� ®1gGL4�LBEeTID. BALKOI u4TED 49 f£011f£D. - MI Ar 4B' P py, 3I0' DI A IXf p��p Lfy i� MGrCN 01UDP BUM SIZE TO 45' , �4 TRMIBVE �{ dnTdL11 TO B NB WTH POJ�ER DRIVEN OR E%Pd^I80N rTfE d4LN0lA y M°aILA n ,. I 1 ............... ��E��1F�I Mil DEEP LEG TDP TRACK, SIZE TO 7.4 MATCH SNDE \ ®IRdIXEr�4" 11Ll1 a3d.1913N WI D� T,65 JirY '6.irks "_0442,4_ � 1 �NNB.ATICN 1.01 00110 LEI LIN�DED ACOJSTICAL TILE 3 5/B' % IB GA. SND TICW. TILE I LRIS ENDS 4 TILE CEILING - PER SOPEDIEE 5/B' GYP F 3V BIDE CN tI OG i 1HMI® EA BIDE 9Sp��pp B�pqn Eg GTION YIffRE ODIG a rAbs BdOE FER eC1ff0ULE KM.. $/B'GTP. BOARD DM OG PAINT KTTP FMISiI FLOOR - 11 ( I PETAL TO�NALL NFTH �3/B A�NW RS w PAINTED (TYP) Jf 5/S' GYP BOARD ON 6' % R0 GA. �i METAL 5TUC5 AT 34' O.C. G. R -11 NERMAL GATT INSULATION = EASE PER SCHEDULE (7/14) FINISH FLOOR • 4 IM' 01 dCp19TILd I • CE E ICAL TILE I � \ CEILIIG � EAST b OGSIIN�D� (elII °ER PLA10) I 11 m �IffB AwT�i6P11AiE I�BIB� �pE' A W. BOND BAn ME.. 1 SO INSULATION Ede', SCHEDULE (TP) ' ` 7 �g �Od� ( L I • PaMT (P 1 FIN ISH FLOOR 'A./ 1 MA%PAF FEIWrt- 10'-0' r MAX PART. WFKM? -SERB P£F. KM PART.VEIGHr • 10' -0• f MAX PART. 3E147 -15 LBS. Pa t FURRING AT EXTERIOR WALLS FULL NON -RATED NALL OFFICE NALL NALL @ RESTROOM NALL /CEILING C@ i g 2 +�EIGI�T i g rz _ 00207223232 POM} OR EQUAL 1- BCT8W0 AT K' W NOT PENEIRME ROOF DECKNG EdLN BmE —a 11_ ti fl DECK ABOVE B/8'GJBON3U3'(]0GA)FET4 911D0 AT t {' OG B E mo TO R ]cP DECx cv euE BOWD BATi NBLLGTION D� <TiP) iPk WELDED OPTION SC REWED ODPERTING TO THE FOLLOUNS, OPTION 1 ,4410100 NI 1 -AIii LH BIDE fnP> S �� . � — � - - -�� �_ � 0 i pp//ppqq��EEAA ����¢¢��iiyyfFEB Walll®RRlPLAb>ON VBT4 BiSIG (SIZZEE %4iD GA A8 BN0101 UT gHy��O�pp IDe W eND! W]NM BCyp�dN far r1tgATpaLe BE�W � X iXT C Nff11 ) DEEP LEG MACK 6.4 AL SIZE TO 71.004 FETAL SR. PRA101G ul � REm dIR� ER° 81 i�PLa 7a 'rim. ON ID FRAMING M. 00) Gd A0 NC. �S' w W E 1' MM�BLi&]U P 4(t T3 AIE OT6ffCZEDTO MD AT SAKE iPE � � p � BGATRACK awlmsw OF uocuuwrs ona IM ,fros and designs ojxaa herein. us on instrument d � other orojed without the written aulhorifolffn These drawings a, the properly of the E' 4 D IA dfr . HEADER SCHEDULE RNR WALL 1-HR 40 RERAN dT -HR WALL COmrtlau TYPICAL TYPICAL TYfE SIZE NO.QLCI�IB s'-m' - s•-0' ry B• 1B Gn B 6'-0• - 0'-0' (1) O. H GA VELD IX I N ie FN. FLOOR 0 Up TO b' -0' NEIGHS 750 RLVB a MDSE. EQUALLY 2. 0)255)22.0' HENiWT, BRIDGING ROWS SPACED 3' 3. BRIPGINS WALL BE EIDER LLELDED OR SORBED AS DETAILED ABOVE WALL @ MEZZ. OFFICE TO FLOOR CONNECTION ROOF DEFLECTION CONNECTION AT JOIST @ HEADER DETAILS (U.N.O.) ON STRUCT. PLANS BRIDGING DETAIL ®WALL 60" MIN. 27 MAX. / \ I�OMiOREO14.3] t- OCREIB OT S td'OL D ABOVE � r II tX6C4P 2 OUL tFD FLOOR \ r ACOUSTICAL GASKET OR RE%EfLE SEALANT WON PER PLAN ......-. —..�. DEIX dBOVE GLd88ORMMERA.FlBER BWLATICN RAPING MATERI AL ]XBTOP RAIL ,,I S 1 1� �� I I ADJUSTABLE HANDHELD SHOWER HEAD ON FLEXIBLE SHOWER SPRAT E GO CONTROLS ON SIDE NALL-REACHABLE FROM 43" N. G E 2>' MAX. I SLIP JON? ONE BB' TYPE 1 X . ttf��vn� �•• �� 11 S. LATER GYP BD. APPLIED PARALLEL TO EACH SIDE CP ATTACHED TO MUM AND IS• OD OF 8• B GAGE FETAL BUDS AT 'b' OD, I' ITFE OS ATTACHED A T TO rte T BUD EACH EACH 81DB BIDE CF TOP AND BOTTOM TRACK WT N'TYPE 6-12 PAN HEAD S OR 1 WELDED £ 'Nlu ,pE 1 „9E 4 d Nlu . z k _ — i � � • 1.I PR WIDE BL NG FOR FUNRE HT WnLL C p jj pl �_ f\ ���j d P M�i[ ! IN dl I II I S ]X{ RAILS TYPICAL Y k r L. - J PROV DE / FUTU E SEAT SHOCKING FOR w N THRESHOLD I LEVEL W/ ADJ. CLEARS b8 DOROM RAIL 0 MI MOOR MI I <I i� I C � PAINTED E.KH 0I03 801!9 BA MOJLATION BASE PER BG@DULE P) (n SEALANT E 1-.113 JOINT L _ L $ i— SOAP TRAT, WATER ROL AND VALVE LOLATFD THIS AREA L 3�F Qy 'NI41 ,u G 'X1/41 „9E DIVERSI IN I — a 'NU .EE 'x1/u .En I �C � � �� � . -- /'- /, b CLEAR SPACE 13 n (1)9/8'XS'LAG BOLre tTP. EM PER STRICT. _ —• — — / I REFERENCE, GA FILE NO. AP MOP e 3 I-IIGI 4 GUARDRAIL SI -TOWER PLAN SHOWER ELEVATION ® I NR. FIRE WALL ROOF DEFLECTION CONNECTION WALL - ] . -e .. ]. -B.. ,WOOD (TT I� N LLIOOD TOP PJ 9/{" VAS COM P A (TYPJ t..0.. 1 ITV k I'ul�'NIIA n p p 0V F 11 UEO 0 9 19 N 1 iNl oI NC D N1s oN r /� III V/ c I i � W a ( UNLESS OTNERW -.�NOTED) �LppNNTT��9p ppBeHH (ATIIW S II P y p u � 111111 5' -0" _ HDWD. EDGE (PL. LAU CONr I� AI © i3IDt T 3IDt SINK 3 0' AF. W IT�H�� Eg! 3/ }H g W ND. LLD. EDGER wL LY PIIVOT 1 ii IIffOb APP¢ HMG EB, pp 100BWINi � - ��I�� I P. L COR 9EyEL Ep(�E O P p R N O { NDE y O SILENCERS PROVIDE DOOR SI POR ta1T. PJLL BABE SUPPORT tea, CAB 8 B4CE �PL "'MAW' B TO CABINETS HALL BE CONSTRUCTED RROti M F RI I OR cA D. NOTES. To PLY TNC OTHERWISE N INDICATED. RECEIVE UNITE CABINET LINER SIMI Q (.��/I PI • S 1032 I ` CABINET ELEVATION £ CABINET SECIIO �N ® - TI0] SCALE, N' . ■' -0 ^ ^ ^ ^ �� /� . T'''' IOALE, 3 / 4' . '.:j. ^ .`� tot ainni.? :Hint tl3 „II CO 19 •sub •u6isaC puo 6uryuuld S31VIOOSSV OZNOOS bm '7'11m>lnl bI31N3O SS3N19119 3G7O97O ZE3100'1V 91 VNIa"II119 3G7O9'P'O N IIV Or NIA n® 11•'Mi-1 W eoo 13S 1N31.43AOZldWI 1N7N31 ■ (1) CYQ Q I_ NW eiszie 13S s 11W113d a H 0 0 Q 1- J Q CZ z Q z 0 2 l'S 1- w 0 w w 1- 1— N 1- a SCALE 1 I/2' - I' -0' 0 ,6 •E Ktl a H 0 0 Q 1- J Q CZ z Q z 0 2 l'S 1- w 0 w w 1- 1— N 1- a SCALE 1 I/2' - I' -0' 0 SI A1 WALL SGI-- I EDL{L E 3) BARK (6) BHE4NING l3) (el NAILING AB. Siff A"0 SPACING (4 RE1MAdK5 BIM (U BRACING (UfIN BLKG (9) O 5)13 APA 041ED 50)1' 'APT COFMO4 OR 0)48'DIAx P4' EDGES 2". OL.FIELD >R0 14"5 HILT] KWIK 04110410000 MEZZANINE FOUNDATION PLAN 005)0)411604811005, I. BEE ARCNRECN5445154404]0AL DRAWRGB FOR DRAMS, SLOPES, AND OTHER FLOOR DEPRESSIONS NOT SHOW 2. SEE ARCHITECTURAL DRA14115 FOR DMEN5)0N5, ELEVATIONS, AND WALLS NOT SHOAT D. SEE ARCHITECTURAL DRAWINGS FOR STUD Blff, SPACING, AND CALLOW. AT NON -LOAD BEARING WALLS. 4. SEE SHEET BID, FOR 5T540URAL NOTES AC TYPICAL DETAILS. 5. WALLS INDICATED ASOARE GRAM/ALL5. SEE THE SEAWALL 5491004E FOR SHE41400, wawa AND 58405 BOLT RE54IREMEN15. 14 0BR OF THE SHEARMLL REQUIREMENTS 0LL1DE THE TOTAL LENGTH HE WALL MCLI/DIUG ABOVE AND BELOW WINDOWS AND DOORS WLESS NOTED OTHERWSE 6. ALL LOAD BEARING WALL BUDS S1/ALL BE COVERED WITH A MIN OF 598014S* (FINER G0B, PW, OR OMB A5 APPLICABLE01) 814E OF BUDS. SEE ARCHITECTURAL DRAWSGB FOR 40011]044 WALL COVERING RECUMBENT. BEE 5HEA004LL SCHEDULE FOR 8604(4 .. (101420 AND ANCHOR BOLT RE04IFEMENT5 AT 531EARUALLB. 1 ALL 3 %00)08SHALL BE 40)104005 51NEEN DETAIL CUTE POSITION BUILTUP STD. TO ALIGN WITH THE HEADER ABOVE. 0 00L1126 DESIGNATED • ARE (3) 3X 5110 BUILT-UP COLUMNS "OR OPEN05 V.O OR LESS AND (5) 50 04141'00 COLIUM15 FOR 400411825 REATER THAN 5' •0" AND AT HOLDOW LOCATIONS 11.213 NOTED OTHERWISE B OXLAR0 NOT SPECIFICALLY LOCATED BY DIMENSIONS SHALL BE LOCATED ADJACENT TO OPENING5 AS DIMENSIONED BY THE ARCHITECT. SEE ARCHITECTURAL. 0040045 FOR DETAILS AT ALL IIIINDOW AND DOOR JAMBS. 10 SEE BOILS REPORT FOR ALL F000ATIO4 AND FLAB SUPPORT REOUIREENT8, THI5 IS TO INCLUDE ALL EXCAVATION FILL AND PILL PLACEMENT REQUIREMENTS. 1L FOR TYP0AL 408404/105 CF NON -LOAD BEARW82 WALLS TO SLAB, USE NILE ,1174 POWDER DRAIN FASTENERS AT I." 00 FOR TYPICAL COAECTION O LOAD BEARING WALLS TO BLAB USE 244 HILT! RUIK BOLT TI AT 45 00 Q. VERIFY ALL UINDOW AND DOOR WIDTH AND HEIGHT. WEH ARCHITECTURAL DRAWING. 13. ALL CONCRETE SHALL BE HARD ROCK 00)000IE MEETING THE REQUIREMENTS OF ACI -301 IFC15000 PoN, pq0-03vi 2. 10411/015 MATERIAL MAY BE EITHER PLYWOOD OR ORIENTED STRAND BOARD. 3. ANCHOR BOLTS SHALL HAVE (' MN EMBED. PFm4IDE A MINIMUM O 0) ANCHOR BOLTS 'ER .11GE T L 341LB SHALL BE COMMON FR[M AN AMERICAN OR CANADIAN 1PR ONLY.1401 FBETR4TION INTO WOOD FRAMING SHALL BE 0/0" FOR 104 NAILS AND 110' FOR SR N41L9. NAIL DIAMETERS SHALL BE 0.148 0008046142400 DON FOR BO NAILS. 6 PANEL BLO.'K06 SHALL BE A 3X4 PLACED RAT CENTERED ON THE JOINT WHERE REQUIRED, 5. BEN TB SHEATHING 15 REWIRED ON ONE SIDE ONLY, PLACE CN 1HE BIDE OF THE SYMBOL. 6. PImNDEPAEL EDGE NAILING 00 SAWN. i0 Al COLI4WS NTH 401000408. 1. SHEAPoWLLS SHALL RN DONTINIOUB THROUGH BREAKS CAUSED BY INTER1ECT0 WALLS. 0 WLE51 NOTED OTHERWISE. iRE 0EARMLL 0552)4111(05001)0910 RAW EX1WC OF WALL BEREFN CORER. OF WALLS. 5 NAIL SPACING APPLIES TO ALL 01105, TOP A0 BOTTOM FLAIE5 AND 510041IG. 10. MINIMUM SHEATHING =ENSIGN SHALL BE 20 AT BOUNDARIES AND GRANGES IN FRAINB BILE55 ALL EDGES ARE BLOCKED. IL PROVIDE MINIMUM 3° x 3' x3/16' PLATE WASHER AT EACH BOLT. a 0- i4'SIWR - i -I -FLOOR ATTACH OG EDGES. Q" 0L. FIELD TYP 3.12 TREADS PER ARCA PROVDE SHP LFTA STRAP A RON TS C - 9 L SIROC R NAW TO STUD WALL 31, SA3ER5 EA S1ND MEZZANINE FRAM INCz PLAN 080)0415128000010100111045, A 224 PONY WALL L SEE BHEE101O1 OF ORIGINAL BUILDING DESIGN FOR TYPICAL NO1E6. 2. VERET ALL MOP 00 BEAM AND TOP OF WALL ELEVATIONS WITH ARCHITECTURAL DRNIWJG9. 3. VERFT ALL DOOR AND WIDOW W0145 00 6E10415 WITH ARCHI1EC1404.L DRA90G9. 4. VERIFY 813E AND LOCATION O AL MEGIANICAL PENETRATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWNGS. 5, AL 301515PAC045 SHALL BE 3'-0° EXCEPT AS SHOW OR NOTED. 6. 4IBT TYPE ANDNMBER 8401(1 ARE 0LHEMAI10 ONLY 1050 114WF4CNRE SHALL AIBMIT SHOP DRAWINGS AND 04144)ATIOA9. ALL DRAWWYx9 AND CALOMLA.IO.9 SHALL EE 0T/NPED BY A STLLNR4 ENGINEER LICENSED M THE STATE 0 THE PROJECT. ALL 81820280282 DETAILS SHALL BE STAMPED BY A 01501UR0L ENG2BER LICENSED IN THE 975(2 O THE PROJECT. 1. ATTACH NON STRUCTURAL WALLS TO MEZZANINE FLOOR PER B. ALL BAIN IEADERZ AND 3• FRAMING SWAIN SHALL BE DM INLE80 NOTED 012959 B ?NMI BHEAINING DIMS. SHALL BE 24' AT B000400E5 AND CHANGED IN FRAMING BUSS ALL EDGES ARE BLOCKED. SLOPED SWF 14193037 EA END PP STRINGER WALL LEGEND: J 3x6 AT 16 "OCAL 51MPWMEA END 39 39 BHEARLNLL - SEE SHEET 5101 FOR REP'T0. WALL ORIGIN410G ON ROORPOWDATICN PLAN ON WNIGN IT IS NOTED WALL BELOW FL005540 F - SEE FLOOR OR FOUNDATION PLAN BELOW FOR REPTNTB COLUMN ORIGIN4100 ON F 005400(1 RAN ON WHICH IT IS NOTED • SEE PLAN FOR COLUMN 1TPE NOTED - BEAM 24P005111G RCORROCF FRAMING ON LEVEL ON INCH IT IS. NOTED - SEE FLOOR/ FONDATON FLAN BELOW FOR COLUN RESTS EXI8TIS4 TILT -UP CONCRETE WALL BLKG - EXTEND -0" MM BEYOND WALL NAIL SHTG i0 EU. LW led AT d" 0.G. 3x6 LEDGER AT LANDING AS SAWN- NAIL 5101410(44440 (3)164 SINKERS AT EA STUD 2ND AT R OD. W/ SI, FF26 EA END PAIS W x8 TOP ALL R i PlLI ALL AT SPLICE TO 54/0800 JACAN WALL 4 0P R W/ GRIP Q STRINGERS EA SIDE OF STAIRS • NAIL TO STUD WALL UN I22 9d SINKERS AT EA BND SEE ARCH FOR 4DD'L STAIR DETAILS BMA 43.1,0-4 "W/ MI631 TO W."UD HDR AND (3),18 AT ME, JOIST Q 03v4 D'tS- REVISION NO. ilk CONSTRUCTION I DOCUMENTS AHBL D DEC F 2 1998 6 /54/ CIVIL STRUCTURAL ENGINEERSOPLANNERS NW DATE BY 0 til MEZZANINE FOUNDATION 4 FRAMING PLANS JOB 00, 5155020 DRAWL 55 CHECKED, AM DAre, 16 OCT BB 51.01 hrent.-tritsr- KPH IM It St 1: R B h ADD OR A RR �N PLAN E. END rTPP CAL Bb W Ai L AND 35 AT PADS rEOO iOE tWIL� TTP BELOU WALL IN6E- _ T u. SIZE fdOD WEDS TOM ATCH 5. D . bIZE PLANS FOR SEE 611E I 6RID.14 AND SPA U IM SEE 0Ni 0101 IMTE RW/I6d AT Or. XV LAP ALL a -m• Dc. AND NAIL R.WS OF IStl AT 8" DC. t1l Ibd TP LOCATE EAT TOP NTWALL 11 Ibd INTO EP OR TOP OF HEAD-ERE OF OPENING Pi AT TOP OPI CONIDICA. BY ENG '5 ST. ON.ER O R I ARCHITE Ci. TDICd1ID BO TW INTO INEER R ARCHITECT. 13/ STIO PILL HGT. i0 �L 17e,3 A� PAPICAL 51H 5LN E ACH BII. ERE WIDTH Ex TYP ME AIR LIJA ELEV14TION RN T OVER E S SECT ION 09f3:0324 FLR BWND NAIL 1, WMd AT 11 ° OL iJl BO. BY TX FM WEB STIR BY TAI FBR EA I TOENAIL AT EA TJI 16d AT OL NAILING Kd TOENAIL EA SIDE EA TJI BLKG E LLN681 AT IX OL AT SPLICES - LAP AINO AND NAIL .116d AT HDR PER PLAN SOLID COL.N M EdATJ�6lYG FLR BOUNDARY TOM. AND WR AT 3. CC. BY TA 19R OA TOP R Wlbtl AT E CC AT SPLICES LAP A-0' AND NAIL (1)161 AT BC. HDR PER PLAN xR 015. AT 11 " OL. / NAILING JI BLKO BY TJI PFR ILI O O SECTI ON O SECTION i 0 i SECT SECTI O O SECTION SIM.' OTC AT O NGN- LOADBRi WALL -IIEEZZ C4 SECT IT SECT ION Q AUOJTANDTZt SLAB /� SIMP CBM W/ 6RF0'D Ai NEW FfG IL 11=1 I I I I I LT Ho COLD 1 EWE. SEE PLAN COL PER PL 12 SECTION 13 SECTION 14 CONSTRUCTION I DOCUMENTS O DEC PERMIT 2 CENTER OH kora iE3iO3 I A HBL C I V I L • S T R U C T U R A L ENGINEER SAPLANNERS REVISIONS DATE Br 4 m MISC DETAILS J01 NO, 9133010 DRAIN RR ONSCREEN AM DATE W OCT SS 51.02 UMP Eg II 14111:211 1 7 -ND5. SEE P F I I I =��I 4 4 L px - NDR C rO I I I CTR ILL AT 1 111 HORlN L N F R S PA C C W IMTE RW/I6d AT Or. XV LAP ALL a -m• Dc. AND NAIL R.WS OF IStl AT 8" DC. t1l Ibd TP LOCATE EAT TOP NTWALL 11 Ibd INTO EP OR TOP OF HEAD-ERE OF OPENING Pi AT TOP OPI CONIDICA. BY ENG '5 ST. ON.ER O R I ARCHITE Ci. TDICd1ID BO TW INTO INEER R ARCHITECT. 13/ STIO PILL HGT. i0 �L 17e,3 A� PAPICAL 51H 5LN E ACH BII. ERE WIDTH Ex TYP ME AIR LIJA ELEV14TION RN T OVER E S SECT ION 09f3:0324 FLR BWND NAIL 1, WMd AT 11 ° OL iJl BO. BY TX FM WEB STIR BY TAI FBR EA I TOENAIL AT EA TJI 16d AT OL NAILING Kd TOENAIL EA SIDE EA TJI BLKG E LLN681 AT IX OL AT SPLICES - LAP AINO AND NAIL .116d AT HDR PER PLAN SOLID COL.N M EdATJ�6lYG FLR BOUNDARY TOM. AND WR AT 3. CC. BY TA 19R OA TOP R Wlbtl AT E CC AT SPLICES LAP A-0' AND NAIL (1)161 AT BC. HDR PER PLAN xR 015. AT 11 " OL. / NAILING JI BLKO BY TJI PFR ILI O O SECTI ON O SECTION i 0 i SECT SECTI O O SECTION SIM.' OTC AT O NGN- LOADBRi WALL -IIEEZZ C4 SECT IT SECT ION Q AUOJTANDTZt SLAB /� SIMP CBM W/ 6RF0'D Ai NEW FfG IL 11=1 I I I I I LT Ho COLD 1 EWE. SEE PLAN COL PER PL 12 SECTION 13 SECTION 14 CONSTRUCTION I DOCUMENTS O DEC PERMIT 2 CENTER OH kora iE3iO3 I A HBL C I V I L • S T R U C T U R A L ENGINEER SAPLANNERS REVISIONS DATE Br 4 m MISC DETAILS J01 NO, 9133010 DRAIN RR ONSCREEN AM DATE W OCT SS 51.02 UMP Eg II 14111:211