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HomeMy WebLinkAboutPermit D99-0122 - Southcenter Mall - Renovation1J99-012 633 Southcenter Mall Southcenter Mall Renovation " t lSN1 .1''.gi J .}fi • i ?}:lFdi:'ti nGa3Awto-a.2aos:Mnmuaa City of Tukwila t Parcel No: 262304 -9023 Address: 633 SOUTHCENTER MALL Suite No: Location: Category: ARET Type: DEVPERM Zoning: TUC Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: OCCUPANT OWNER CONTACT CONTRACTOR .0 South: Sewer: Slopes: Contractor License No: BAYLECG034JC DEVELOPMENT PERMIT (206) 431 -3670 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. Permit No: Status: Issued: Expires: D99 -0122 ISSUED 07/13/1999 01/09/2000 I hereby certify that I have read and examined i;t`iis 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 permit. Signature: Gam-- i� Date: 7/13/99 Print Name: AMA P C / =s14C 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. Occupancy: STORE UBC: 1997 Fire Protection: SPRINKLERS /AFA` .0 East: .0 West: .0 TUKWILA N Streams: SOUTHCENTER MALL RENOVATION Phone: 633 SOUTHCENTER MALL, TUKWILA WA 98188 SOUTHCENTER JOINT VENTURE ATTN: JAMES J GUDIN, 25425 CENTER RIDGE RD, CLEVELAND OH 44145 DAVE SIRCOLOUMB Phone: 206 - 971 -5546 414 OLIVE, #500, SEATTLE WA 98110 BAYLEY CONSTRUCTION GEN. PTNSHP Phone: 206 - 621 -8884 PO BOX 4549, SEATTLE, WA 98104 *************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: TENANT IMPROVEMENT TO INCLUDING THREE REMODELED ENTRANCES, 11 NEW SKYLIGHTS AND NEW FLOORING. APPLICANT SHALL INSTALL TWO (2) DETECTOR DOUBLE CHECK VALVES UNDER A SEAPARATE PERMIT. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * <. Construction Valuation: $ 5,000,000.00 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: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * .: TOTAL DEVELOPMENT PERMIT FEES: $ 33,348.94 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * Permit Center Authorized Signature: _ __ _ _� g Date: — a -Cn A'dtr,ess e' • .S4.itee .. 1;eriarit• 5.tatu:s ISSUfED ;:Types DEVPERM Ap.pl•ied• :04/16/1999: Parce.l •: # :,..•262304'- 9023,: Issued. 07/1 %3 /1999• •*'k* * *' * * *** *,klr* A A i -i t'**.**** lk:* k* e.*A A* A* , * * *ik•k** * * *;k * * * * *,>k * :k *A er,mit :; :Cond..itio•ns. 1.;. No :cF wil 1 1 ' be :made : to .the plans 'unless approved': by Eng :mewl^ anal the T ukwila a bl Q.uiJ,..dinq D.ay.i, ion, '0 ll p er m its., in spect :io,,n,:ift-- ,et;o,rds.'i, and *.' approved plans: sha l avail 1 e at the: 7 S n i to k pr i or to :tIZe start t�; � any. coA +s truct i on . T he se•14do m i nspect ion n a p ro v � a l '; ar'a t i ted`;% , d a Y t l El e:c c al . `per - m, i•t rsl 1 b b t'i'i''i hed`': thr ; t he St �!a i�ngtor:•: ate D':ivi, ,,io,h of` Labor an d,u triend l 1 e t'r,�.i'cal p 4 � � Fi . � ..� . nd � '• n` s I � �,.5 �e r�, s v Y[ F c �.� work w i.l 1 � be , i n ' s:pe cted b.y �th.at agency ' (2 -- i a b .30;) el . . nM„ .,,S - ' Pl:umbin � i . r ,. •' t q,, s + nt 0f ~sMral � l, P uAbe O b t th +.tg•h`` •the S ea • ytii,l e4K� C.o .inty ` ,Depart ,i me.. b :l l `l1ea j'th P 1.umb i n'4%i. i l,i,��� -m insper , try that • agenc y},, ,i'n cliedinq ; a1 1 .g as pi.p,rig l > . fi i ti . 4 tAll . nn m o'ha, 44" cal work shalt be un der se perm i i the. ,City of Tukwila s f� - z.. A1 i t nst ion` to . b e, d o ne ' . ' '�i ri • canto'r with ,a over • plans end requii° of„ the Urti form Building Code (1'x97, • Ed iR' J i o n) a 7i; f U niform Me.;ch ani Code (19:17 Edition ;an € , f l` uh,i0g S 'tate...Enei gy'tt '(199, „ , " -' Val�i o r f� P : . The; ist'ance of ; ;` or. appr pl a4i s ",. s;p, i f :t.. -6 nd c"' ci.imipu.t'a , sh,al l not. be :: con str� -t b y a' pei m •L f or, ,or S approva,l . o f, any .viol .o.f • Spy o t prov�t ",iofd`s` ^of. the ' , ,buil ding ` . ode a .of - cny ^ o,the,rs �,ord innce. f ' : j t'`i' ur'i sd i can,�.. Na "'perm i .t presuming` g ive l ; to • viol ate 'or "cancel s't: "Ihe`. pravis;i of _flits' cade ish\al l b e.''valid'.. ' r, i `All st�r64.ctura.l concrete shall be ,spec.ial. inspected •:S ec . 3'00a / 1) . , ,g .,,,..,j::':*- . 9'. ; A l l struct.ura1' , ' wel shal 1 bey °done .by" W. v . B.,.'O, ce''t i f i.6' . °;welders i'rtd` sp4;0'i" l . ins•pe cted (UBC - Sec 30'6(a)5J').r . 10;. �A11 high strength.•bolting sha pie. spec inspected .04 Sec.. 306(a):6 11. Bolts installed' u;,,in concretehall;r`be 'special inspects; (UBC • Sec. 170i' `.y.,��. ;,, ; ; �;: a .,, 12...When special •inspec,t4vn is required e ither ,t'h:e .o,w'ner, arch i teCt or eng'i nest 'sh i fy the T�l w i 1;a -.` Build i rig Division of 'appointment o.f-' t heZIn gencies prior to the first building, inspection.` C of all special inspection reports shall be submitted to the Building gDivision in a timely manner. Reports si'ial1 contain address, .project name, permit number and type of inspection being performed. 13. The special inspector.shall•submit a final signed report stating whether the :work requiring special inspection, was, to the 'best of the inspector's knowledge,'in conformance with approved plans and specifications and the applicable' •workmanship provisions of the UBC. 14, APPLICANT SHALL INSTALL TWO DOUBLE DETECTOR CHECK VALVES UNDER A SEPARATE PERMIT, SEE JUNE �> 1999 PUBLIC WORKS COMMENT LETTER WHICH IS ATTACHED AS PART OF THIS PERMIT. Project Name/Tenant ��// V Value of onstruction: Op Description of work to be done: Gene *II( Osl -me' 7&- 4cGvo►r alof three.. iee,'lo 'e/ 'ttfAive5, t'/ !'mow c4/1111/4 new f`oori Existing use: LJ Retail ❑ Restaurant El Multi-family CI Warehouse ' Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University CI Other Proposed use: Lr Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes L+J no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? El LKyes� 'L'1 aues �noo.� Existing fire protection features: sprinklers tomatic fire alarm ❑ none El other (specify) Building Square Feet: 10 9 ,'xO existing Area of Construction: (sq. ft.) * to I, 0 ,..- Will there be storage of flammable /combustible hazardous material in the building? ❑ yes Wno Attach list of materials and storage location on separate 8 1/2 X 11 paper indicatin quantities & Material Safety Data Sheets Commercial / Multi - Family Tenant Improvement / Alteration Permit Application CITY OF TUKWMA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Date application accepte 1. Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC .WORKS. SITE/CIVIL PLAN REVIEW. OF THE FOLLOWING: (Additiona fws may be determined by. the Public Works Department) ❑ Channelization /Striping Lf0 Curb cut/Access/Sidewalk ❑Flood Control Zone El Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation 12Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public I J Storm Drainage ❑ Street Use El Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit Is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. CTPERMIT.DOC 1/29/97 --1(40-1q PLEASE SIGN BACK OF APPLICATION FORM Date application expires: � d -1 &11 El Hauling Application ken by: (initials) Commercial / Multi - Family Tenant Improvement / Alteration Permit Application CITY OF TUKWMA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Date application accepte 1. Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC .WORKS. SITE/CIVIL PLAN REVIEW. OF THE FOLLOWING: (Additiona fws may be determined by. the Public Works Department) ❑ Channelization /Striping Lf0 Curb cut/Access/Sidewalk ❑Flood Control Zone El Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation 12Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public I J Storm Drainage ❑ Street Use El Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit Is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. CTPERMIT.DOC 1/29/97 --1(40-1q PLEASE SIGN BACK OF APPLICATION FORM Date application expires: � d -1 &11 El Hauling Application ken by: (initials) BUILDING OWNER OR A THORIZED AGENT: Signature: 70 6 • Date: 4 4..,9 Print name: /l aic. A .. 1 y06 t t > 45-641 I ^ s i City /State /Zip F x iI 4 , 6 343 '7715" 5 4 /isy Address - L95 CD /u.w< 6, , J•t- , pe f . 0, ALL COMMERCIAUMUL T AMILY TENANT IMPROVEMEN TERATION PERMIT APPLICATIONS UST BE SUBMITTED WITH THE r` LLOWING: A ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER A ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN A BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description . • ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Fprm H -10). , • Four (4) sets of working drawings (five(5),sets for structural work), which include : ❑ , ❑ Site Plan fire hydrant location(s) • • 1: North arrow and scale ,• • • 2. Property lines, dimensions, setbacks,'names of adjacept.rbails, any proposed or.existing.easements 3. Perking Analysis of existing and proposed capacity; proposed stalls with'dimensions '4: ,f- ocation of.driveways, parking, loading& service areas. ,�� •, 5. Recycle collection location and area calculations (change of use only) .6. Location and screening of outdoor storage (change of use only) . . . • , • . , 7. Limits of clearing /grading with existing and proposed. topography at 2' intervals• extending 5'.beyond property's ' boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of . use only) • ' ' 9.. Identify location anti size of•existing trees that are located in sensitive areas and buffer (TMC 18:45.040), of those, identify by size and species which are to be removed and saved • 10.. Landscape plan with irrigation and existing trees to be saved by size and species (exterio'r changes or change of use only) 11. Location and gross floor area'of;existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) . .13. See Publtc Works Checklist.for detailed,ciyii /site plan information required for Public Works Review (Form H- El 0 . • . Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ 171 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 ,elected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPL UMIT.DOC 1 /29/97 •',•\:..,,,„'',.' ,,-. ''",:-:•:•.:: 000/ 100 BUILDING NONRES 20,208.75., ,0,00/38G;904 STATE BUILDING SURCHARGE 4 .50 • ,- • , .5 § ;11:950 Payrn erit ;,t 1 e K Permit Na: 099-0122 Type: DEVPERM DEVEL0PMET PkMiT vAddt"tis; 32 tti!ILL. Total 0.6e - :6 t t ALL : 3344.1 ThiE F? • sj : 3 a 1 Eance:1- 4° v: iv:kik,ks ccount Code .4" IcHir . 1t: IV* 4 IV* * * * * * IT • Description • :, Amotint 000/34 830 1: PL.AN CHECK NUNkEs 13 135' 69 : „ , „ ..... ••• ••• • ■ A TR ANtsm • • : Rum' ' 13.1 16:46 , Notat on: • 6AYLEN, eciNfARUCT ;in 1;t* TLFJ 2556 04/20 9717 TOTAL '142E17.59 Pre 444,4a. Typcfr■ ectiont Address: _ b3.3 - SC nit A-ct Date cal es Air ..% 0 Special instructions: 0 _ Date t t• 0 /c a. P.m. Re/ : / / P VA 479' :1 • • ' • .. INSPECTION RECORP • Retain, a copy with permit P INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO: (206)431-3670 Approved per applicable codes. 0 Corrections required prior to approval. COMME 77, 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspe ion, fee St be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: .. , . 7,...,-,e/E2). • Per .7 Mze.--.19-0/5 .9-7e1 ,4_49 -77Z-a 45 //7 ( 0 7X 4 V1■4/"./ V/A_76-7 "4 - ,; 40',407015 l'/E5 5 T?,P A 1 ( t p11-0-21LIE „ Date wanOdi 4,par" ' • (it c( 1"X-en...-,/^ 22,-49/7 (Pe.efAi- (0 P ( 0 /3F56/7Acit) • LeArS c Frxes ..e A Pro 4 Type of Inspection: cr f..1.11, ...... sc.. mortt_ Date called: Special insti ' „ Date wanOdi 4,par" ' • SssAgr 22,-49/7 ,..:1 • " • , 6 , 0 • ‘Nfi rarregraiMr.9 INSPECTION NO. , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd7 Tukwila, WA 98188 0 Approved per applicable codes.. Ins INSPECTION RECOR lb' Retain a copy with permit PERMIT NO. (206)431-3670 Corrections required prior to approval. Dat ot7 0 $47.00 REINSPECTION FEE REQUI ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: a st Ref9E-Aft ct RGIPoor o.q re-b • 7- /3 -0-o -- ic7-4:4.er Aue4 s • . t./S6 . /A...r G.tecd Die ce...t.e. 4C,c_r/122,09-7A5W Are ). ei • reS 72, C2) 6 te-e.,ber iikikEl 'V p.m. Special instructions: R ecpsa ,..„, Phone: ..o. Ai A 1).eject: '. Tyae o Inspection: M s: - 5 d sof rH c-6• Date called: Date wan 0-0 / p.m. Special instructions: R ecpsa ,..„, Phone: ..o. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431-3670 orrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: y ._■4 . . Project: i % ..., C--• nn i 1 Kp m44,0 Type of Inspeidn: nri Fr t k Address: (0 - )C...-. 0-1a.1( Date called: Special instructions: Date wanted: --- 7— r- a.m — r)c) p.m.„ .,AA.-C-1. y- Requester: C._ K.,„.. Phone: q C t ) S re . wpsrtsror,ow.v.e.i...e......0.0.4Tornammnavenatol rWerotkr4=1 ; . . INSPECTION RECORD Retain a coy with permit SPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcent& B lvd, #100, Tukwila, WA 9818 . 1.2 .°.- Approved per applicable codes. Corrections required prior to approval. COMMENTS: IfF. A (3).14 rit?-744(e-Lf P-trs-r-ge5 Oenivicitr. Fer, 7-.19,0/0/A.i6 A- A 660 (04-?,1, 4 gArie.0> C6a Af (bieg-a70e, 5•6,e Ce-e,"-- 11' P -Mmiseilict-spfx4sfituguipidga.,.. P 4 ILA t oeFi..4011•9I11•07=--#:dw . . 02(4c 41-1 '14/.4 11445140 (%) kror A-114-rcA&e, Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, ee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: 'I'L • ; . , Y. • . Date: PERMIT NO. (206)431-3670 • U • Proj ..4 Ye' )py Type of Ip /A( 1 /44 �C <<-t ..2.4.. _ Px f l/ ,� - G./ 475 Address. (� 3 SC .rLI � Date calle �: / Z 6e) rte. �e...6 A ire, s A4,,:., �„ � y , � d?n 11.• 'E.. Special instructions: . /1.7,ed S 2. he, / S/,/.- `4/tr, ti, ig c.oa�- Date wan I " � 1 io° r °: l ip Re st 0 7 >� h 1 4 ,4 & % arX./ 60 Phone: Inspector: ,' . Ar _..g./:l E.OMMEN1jrS� /, � J f Ye' )py , 5 `so.. 1 /44 �C <<-t ..2.4.. _ Px f l/ ,� - G./ 475 A g'- r N.174;. ' -- cS APPer 1 K.) 9 424 4,.. 4 4 t SC # �i, S / 7 ,... �r rte. �e...6 A ire, s A4,,:., �„ � y , � d?n 11.• 'E.. / ,C / y - 4li/, �£ r�I G /a / /✓J -mil N« or'- /% . I i...0 ./vim /1.7,ed S 2. he, / S/,/.- `4/tr, ti, ig c.oa�- / / -r G.«rr r c.P.44.7 .2, e 0 7 >� h 1 4 ,4 & % arX./ 60 Inspector: ,' . Ar _..g./:l Date: 7..17; , 0 4 CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION RECOR Retain a copy with permit INSPECTION NO. . . p71.- oto PERMIT NO. (206)431 -3670 0 Approved per applicable codes. }V Corrections required prior to approval. $47, ti REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r•Y • COMMENTS: ,( eeeei 5. fide- 4 Type of Inspection: .i F` .'! E; ?4 n f 640., h'se 1:70 O e . wAIiSs Date called: PA., e,..-1 .en zo S - Li c-&4 r?'1 CM' t-- • 'D 4---' GJ7. 1.,.06# 49 .e:1-, a. z _ / J / 44.ehif /.Oeeh- 17,7/- .72 GCl?,/ ,, , ./ f- f�+-1 a G f '"�- G? ./Z., 6 �I . d ( , JJ �/' C p . /)r . )•cam l_./r7 u5 ✓4 / S ye- t ...0 . !1}', - /4 frfp L1 / IOW /l9 6, 7.P,A "4-1 to C.tl'lyi / 5 , o i Project: • /W `� I Type of Inspection: .i F` Addr es . ? 3 T itne, / Date called: Special instructions: Date wanted. p� 7 ,' ? --oQ p .m. Requester: Phone: INSPECTION .RECORD Retain a copy with permit INSPECTION NO. CITY OF:TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981880 Approved per applicable codes. AZCorrections required prior to approval. Inspector: al Date: El $47.00 REINSPECTIOI ' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 Project: s , 1 c , . , ou tn enter Mail Type of Inspection: r -, , P'In a i Address: 1)33 Sou-l-hcerrier ma aate called: 7_7_00 Special instructions: Date wanted: 1-10- 00 p.m. Requester: 1, to/ ley c Phone: .2 ettrirr:- -- 65 . 77 INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Dg 012 2. Aliproved per applicable codes. L j Corrections re uired prior to ap oval. PERMIT NO. (206)431-3670 COMMENTS: VA/ed Sdep,, / rievi" to 41,(14. C Now 0, re-/ 44 / / kivr,g • c ‘2/9 • do 6" 6.7 •7tA4 p44.4-1 Inspector: Date: E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project:. of Inspection: 6 ;.' .0 1 . 0 i UTtic F 'x 7 ,14 t4 ate called: ( n — I t.4 — Special instructions: Date want .- (r, ,-.' f � - °0 (a m p.m. Requester: Phone: .9O(0 a x // - 6377 INSPECTION RECOR Retain a copy with permit INSPECTIO NO. . CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd, #100, Tukwila, WA 98188 )Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. COMMENTS: ) ll /l l6 � — . 23 1 S N eole,r, 1/ c/73 x A (ed 1 - fy $47.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter B vd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: F 4W4 ,rte I / J > e— 4 P/vvt I/G�' ✓J taAx 2U •i f / e,4 47 0 o,6 W e 77,6eestef ©c-t 9 Na C6 (AlS - - ,1 i p' o Ji S . 'e rr'T 6414&0 ,G.. -rC . �' . / - � -74'5' f 43 ' " 016 --,41Z‘ . . 1;/ ((t,L(G7 & 14 213 n r �b (. 7m i,,I' i%�*', r' " .(-1 f l, 7i v ‘c.e crXic.42c. gA— 70 _'4r , 4 f r --€- / / rolect odorvir T thnqr Ad e 511 ma/ Data r e_c�j d. k�. Special instructions: �+ 112te wanted: - a.m. . �� 1r� RtC )C\ 7_Vd a- 1k- 6231`t' 0 Approved per applicable codes. INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 oI PERMIT NO. (206)431 -3670 or ction ui to approval. Insp ; Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: roj t:' .. • .: y p o I,ns dress: ' - • Da c alled: peciaTinstructicfis: wt a.m. �� • p.m. i c o y l - CP37 • Approved per applicable codes. INSPECTION RECOR Retain a copy" with permit INSPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ,r tXc#D o PERMIT NO. (206)431 -3670 Corrections required prior to approval. C OMMENTS: 1 .4. 2 7 0 $47.00 REINSPECTION REQUIRth. Prior to inspection, fee must be paid at 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. Receipt No: Date: roiect co. �+e r (y' 11 r flC t W led: �nm ` I pecial instructio ns: Date wanted - - t o CC 5 it) p.m. Requester: 1 ) VA.-1 t4 Phone: //-� c 0 ^ Z-L-1 " ILA ( l INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 legi Approved per applicable codes. INSPECTION RECO Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 1-0/ "r-, //. ), G"`rfiyle■*.il.P b "d I 4,14_, .4460eAr-do Inspector: Date: El $47.00 REINSPECTION F(REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' INSPECTION RECOR ' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 PERMIT NO.. (206)431-367 4 1°0-hoomer Aita 1 Type of Inspection: Mci Date called: Da e wanted: I C Requester: pproved per applicable codes. Ei Corrections required prior to approval.. COMMENTS: 6;41 'el571-6eA44 4466A/7-- 74 L e€07 r4.1 41-A20:41) $47,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4 1.41-4 4.4 r ) ( i i li t/: 1(Chler nt4 1/ f Inspection: T r" ° Ct. r It . OlAtePANier n-al D\ tesalled: ,Special instructions: - 6'33 0 4 Cofr) / 2 1--- Datgyariteth , ( — ....) p.m. R3quats Phn DLI I 11 Receipt No: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 0 Approved per applicable codes. Mg- a .111.0•110.0•••••••••••••■ Ii!ii • l• PERMIT NO. (206)431-3670 rrections required prior to approval. COMMENTS: 4 47.-". /7 , p u4te. 1,7t7 ,e-tsPe9;44 re9-igoei,cvog 4t /7 727 ebae a) rye '3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: P • ect: ' — fat! 1 t 0 lid T p- • In . tctio • l. .1 . f / tices ,....., Of, Datec lec Special instructions: Da 311514 ( P.m Re ester: Ph ei , • INSPECTION RECOIL Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter131vd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: • i2-7 (SeL. 1 ef 1"7eG j;/ io $47.00 REINSPECTI I FE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: 6t, mac, Type of lnspecti n: dial-- Address: , _ _ „ . „ (/'* C 1)‘.4 iii.k.■' Date called: 44— ( _00 Special instructions: . . Date wanted: , I ' Requester c i., iiii Phone: to& NI- L0311 WWWWW11.111•11••••••■ INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS:, 012. PERMIT NO. (206)431-3670 ge-e9froe ie-e,(r(56> exi coed ( i 6j k) k CC- .?:;Z G ASIR trEte> SFr /1.2./ p 6. 1/ (fr_3(a41.5 - TO 6e Svdd-cf t77Z6 .-7ci27 69,e PaoPe€ e_s 5724 .0-4-7176 Corrections required prior to approval. ' ti $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: i 0 CCU-1004 6 ""e-a4-44E.A 6Wf )-Sc & 6c,_ 31 $7 (tl) Le...S CIA PrE4 .E.,.w.s.r071/ . F e D PL(,', g--CerSt0-/a S Mr& Co 4--it (2'e 1 41 & 605 AT Sorr CT Afae,t)s7iv.)44 0 E--,ury..4fcc Phone: V ' 20b- 2g I- 63 Project: • . ,4 .- - ;-il;i 1 PC.71( • I ill . L'eliGV..-11:)()• Type of Inspecfron:. ii • -7 IWILq Ackiress: .. . • . . ' , '_ L.,,,, „ Date called: 0-111210o Special instructions: _....- Date wanted: „ OW /3/00 . . P.m. Requester: Phone: V ' 20b- 2g I- 63 INSPECTION RECO() • , Retain a copy with permit - INSPECTION NO. CITY OF TUKWIIA BliliDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable cosies. • ; • !i; • ; f JYq-0122 PERMIT NO. (206)431-3670 Corrections required prior to approval. (4. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I l Receipt No: Date: PERMIT NO. INSPECTION RECORD Retain a copy with permit INSPECTION NO. IT OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 /1 ""'" Approved per applicable codes. (206)431 -3670 cLa 'Special instructions: Try�e nsRtctio'� Oat cape , r , / Date wfnted;,,.�� p.m: Res�� !rte P lC.fo- r.,�0/- 0377 Corrections required prior to approval. COMMENTS: CUSS C0Oer. so rr /r5 re- 47416.. oK, .oG ?T 47' 6iL� 2 4 yi4 E Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: - ,:;:,., � ;;. , F1 ) 75: 0114 t i ti f a l Type of y eetizriv w ,.01.4.1 ce ;.,. r Date • called /(Z_ -- Speciii ,...- Date wane/ 4 ea03.;-. P.m. Requester: i Phone: 4, INSPECTION REC Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 , , , Approved per applicable codes. D PERMIT NO. (206)431-3670 El Corrections required prior to approval.'.. COMMENTS: <0,4K-7 Da// El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: - 14.....zRiv! _.PArkr: . • mmc.kaii f ai d ely Type orrent A 13 itrAtier rail Date pedal instructions: Date wante'd. i,,, - 0-21P-L(P a.m. .edin Request Phone. . • . INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 gqaa 'Ap proved per applicable codes. El Corrections required prior to approval. COMMENTS: it/e57 7296_,607- hMettEkt 57P-eiP7 n t e /-6a9-25 (19zz,a-7' 0 $4 .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr *L f Ices wok e Type of e •on: i A d Date called: Special instructions: .,� ; ' Date wanteb3 J I U a.m. p.m. Requester: 446. Phone: • l -. (_ T 6394 INSPECTION RECO() Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved'per applicable codes. COMMENTS: &si KGt,pviA,. eo c ave -r" In�r d' / Date D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. Pr Oct: {{�� ,((��7 Type of I e ct ry Ad r Date called: Special instructions ::. 1 .. ,frica Date wa ed . (wo <CO - - - 5 7 /� .m. Requester:. Phone: —01L1143-i7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 Approved per applicable codes. I Receipt No: INSPECTION RECO Retain a copy with permit Date: Nic/-0 lo?a PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: ui ccs 57 fir/% f Inspe $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: iP , t F- i ,J.Vt C.7) 471/41 .t.COT ..Pgi .2 7S--,14. � ( , ill r 7'n-1 ,.L4. Date call : a l l / 1,t/ /7;'/ �1 , s PE 171 rc S 8y Anroe.. 9Ai "Eyvv ti ,+.l0 4 / —S/ (A /O, ,ttS ie. snge9 5 -r41 ` c) .cr. ve- ,4a00 -- ;;, `G47ve5_S / r ect: n c P tr t i: o k f `a'C � e of I � T YP .gyp„ , „i. A d ds f cog Y I� Date call : a l l / pedal instructions: Date wan a.m. Requester (:�� -�5 Phone: `� a� aye - 6377 INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECO Retain a copy with permit (206)431 -3670 Corrections required prior to approval. lnsp a Dal D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: kite ,X...'3': .... .. _. ...�t.. Projec ' t )V fix MC61 tQ(100 Type of` `( Crn va C Address: ) 08 - soa∎r1 \r \oL 1\ Date called: 4 Special instructions: Date wanted: 4. 11- OD m d p.m. Reque ter: \ Phone: (941 496:77 INSPECTION NO. CITY OF:TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 0 Approved per applicable codes. INSPECTION RECO Retain a copy with permit Dqq *o fad COMMENTS: 5) f rIt Corrections required prior to approval. Inspector/ �_ ( . L: i �ifi $47.00 REINSPECTI TN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: _5r, .rn:..,.• ...— .. ...4.... ,:�,._, , W. - .,. P ;+5 �..i.!.h...��.t't;; , .r , I. . .1 .A PERMIT NO. (206)431 -3670 is Project: S6 tr,�Y c�1t ti u�+o 004 ion Type f Ins ction:. CkSAV \kn Address: °3 So c r NI( ‘I Date called: a_9_ Special instructions: Ma Date wanted: a.m. o'Jtd C� 1,v,- ,. -q -c0 P.m. Requester: `` cc _ \..NOS'CA Phone: (o o ++ 6,;-7-.7 Approved per applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 qr o1 ,Da PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 7 ,e,te ! q 7A/67 EJC 7- .oe-$',. 5v4f4ur5 6,44- C41 k/z 4 4c F S • /4- cam,/ 4 /49)//._ a Ins 4-i/e Date /9! El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: c 3 q AA Mali 2ilOO. Typ of Inspection: i\CII'M(K1C\ A dress: 0A1L 1 Dat ailed: Special instructions: )).V-1.1. 1 Am . Date wanted: eQ' 0‘ - 00 a. m. .m. Requester: k ■.,C)s\\ Phone: A06 4z-11 c,-,A INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION :6300 Southcenter Blvd, #100, Tukwila, WA 98188 • qq ()=. PERMIT NO. (206)431-3670 Approved per applicable codes fl Corrections required prior to approval. COMMENTS: ,' 01,0.5S cover re-Awl JA.1(4 f/1 /41SP6x770-7ti /4 ti Bbunao "/ ( -c iq t Ok— 77) 'et_ (,t-,0 _ $47.00 REINSPECTION FEE REQUIRED. Prior to inspec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: je.$: • • 1 .••! . . . . : • . COMMENTS: "7//11 4e-C700V7efe. I c'.0,e-77R 7 (//0 4i/ / 0.1,7 /7 (19-744 iat7 me" '47 /Wm/ /91,,e_a( CO(76e .e-eifA- (oan;) rt{s ) A_Gaem --AfrOioe-ive <456//4c. /4.f4,c,7765AC. ,eeta &5049 51f ('456feri otc. 7Z c Sec-riAtc% ..2 ok/64-/A* r (abiloo,v) CA9rog 4,7 7 05 i0e . P r Ty f InspeCtion: . Mk- Adtpei s , c A a c led: Special instructions: D . & .... 1 .. ,,i:.; P.m. ilI .... 637 4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approve $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: gaus Lae , (ro TZ /4e A . : (i Ars!.. 3:4 4 .3ed:4, 0 10 0 c,e,47914 47 xi,4--,47 Special instructions: 63 ''' )0 6f2freiietr-e._, ,40t-1X-P Ce97(4treci-70,tic • 1 ittOXI- g/61-/ Sicr6.71.1 oelr (47-,e(a6 asOc.el 77OrtrS /{45 Ak7 iftzW Phone: Prjc:A 0 / ; „ / Type 1) , / lcre,,e 4.:` A . : (i Ars!.. 3:4 4 .3ed:4, 0 10 0 D te called: 7/ Special instructions: 63 ''' Date wanted: */ e l.m, .00 P.m. Requester: 454 Phone: INSPECTION RECOR Retain a ropy with permit • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. .12:rrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P .F . & . ntaA Inspection: 4 4 J- • ..,.,,, gri D Date tr ale I ,D... AO ireid. Special instructions: ' ,,,, ' Bs Olin ' R q F c: o • .... 04. 0 ,..... 6 :75 , 7z • 4 - INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF BUILDING DIVISION tk\N‘ 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 proved per applicable codes. FT Corrections required prior to p o COMMENTS: 46 5/2.-AheS ."96,7 (94/Azrz- • 641/.6 0, EaFA)57Y-6 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: erect: I TT: of In • pA,e - r� s• Li . 1 L� . " ■ Da C. led: .- I/! S ecia instructions: (i ' � . I Dat w n ' _____ /. R7 JLPJ er: 'te — _ INSPECTION RECOR Retain a copy . with permit, INSPECTION NO ^ PERMIT NO CITY OF'TUKWILABUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 ;.Approved per applicable codes. 0 Corrections required prior to approval. • AP g ' 0 , '"19 - 1• 04 6 7- t5 / ic..• ( Pc cr197(1 ,pa )e-rs y � sc• : 7y- /Aftr7 oft! )1 AAM 1 itcf/97 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Ire-7,4/7 CC4-c -7ete � -ter 6 0 y,1 S . 5 4 7r /314-Ai C./ (?62 -a6 6-' ©z, 6, L Cc. c,X-rc. 4-A0,0/24,1,-7 C ) 5/ ,-,x, ec ..P .¢,,4 - ©u.,4e- Z67,7'" e. /7 X4 45 , ;, Jo 7y 7 /S (37? S"u2 '. TD 4hd,0. r 4i - 0.e-- 7v CA Date wanted:' ) / 9 Pro ct.:. // 0 �� ,Q TyP�f Ins ction: g a s ��' ' L Date called: �1 9 9 Special instructions: C $�� Date wanted:' ) / 9 a.m. Requester: 9 ti /", ` 37? d... miii* Mi..tmL . -imp . ,.. ..... i I R INSPECTION RECORD ain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 l 1 .- o/ aol. PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Date;/. 347 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :d > ! ¢.n11'4:.!_ tY.x►La,_.... f.��:.. Pgt A ,, . , ,, FatC /RAI, Type of Inspe i6n: (1444--- ddress: Zre Ge it Date called: /140'4i Special instructions: ate wanted: a.m. // 6.7)11 Requester: Phone: 24 4 1/217 !NSpECTIONRECO R Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100; Tukwila WA 98188 PERMIT NO. (206)431-3670 Ikr;pproved per applicable codes. fl Corrections required prior to approval. COMMENTS: Alae,077-041 cr-r6e ardacrs /0/6 47tro /0. dJcr 7' 2 4 Ins ,g itg • Da/ 9y .• Li $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ' at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • ., . Y TO? Inspection: DI 10(7/7(46.; / ...) ,,,,,,,,, Special instructions: - , R 4 tC (.24 , /...4,3 _ 77 Pho— j ./..\ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PhY Dateli 5% 9 " Approved per applicable codes. Corrections required prior to approval. 0 El $47.00 REINSPEC FON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No: PERMIT NO. (206)431-3670 Date: COMMENTS:: / /) ` 4 .. .rit /` ! l'711 7l ,l b ,L ( 4,-Al , n ,re 7/ /3 ,../4,t Q / / - - 757 CO S . /Y n ? 4 /.1 /-rrvj •c ,., >... - rr�.. ....r.. ,1r 4 a-t p - . . 47.42 71 t c64-- -,/,/3 PI -/G. Requester: `2_) / ,r/ ? i'lti 1— rr t ' 1cam, r e1 QL c5'40i.1,1.,0a 67" 4 (.4.1_,' ce 5j244 t C c 7f M P.41/ Ci .J s ki r6 e lrlii I fd l , ` GJh .0 .,,,p- e>r (' e. , 494, Proje .,�C_Mit 4 - - /6itiouxtno4 Type of.Inspection: -E t6. Address: Date called: Special instructions: `.:. Date wanted: / Requester: Phone: INSPECTION RECORD Retain a copy with permit . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. g Corrections required prior to approval. $47.00 REINSPECTIO V FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: h rrfer ,gyp / C 4iVo 'q 0,e, £,k (s,7 -- ( "Gre, .7t - 6 h t8 rv2p'; -o ctc4G : Pc ri4 -rLs roL C4,'JO it 3 c1 AAI L,e,S oy/( *, ' ./ Special instructions: emu. /•- S'c-r7e Cn /'%!ycir /X/7 /c,47 .47ee --$1 b� ./2o4 /ice gq 1.... t(J3 T7 / 5 » t1 1 X Az_at Z / Pr ject: . P X h rrfer ) if Type o - Inspection: ' CANThiN \r 16 Th r I Date call d: Special instructions: Date wante Cn Requester Phony gq 1.... t(J3 T7 • INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 63.00 Southcenter. Blvd; #1 Tukwila, WA 9818 "pproved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. D7b $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :r INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431-3670 Special instructions: Aid /1 Ra Type of Injoction: hiffr77//) d (laa Date called Date wanteA 1/ -- Afsfor-- 7 .m. Requester: Phone: d • I Approve per applicable codes. fl Corrections required prior to approval. COMMENTS: n ..0425 co ; it J4;3 free**. y ( //3 f,,ws-rft41/ C/e,2eto 4 Ar/e • r; 662/1 A-otied • / 1"iP L _Ge-gee-sra a . I 41 4 4 ... _ .1 . . at I.■ AiAto E $47.10 EINSPECT! • ' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: . '''' '' Date: • te. , • . Zee e 4 i n Type4Insmtian: r IA r t / l Ap ro s s . „ Dafe called: *4M Special instructions: Date wanted: / i ya.rr) Requester: , _1954. 7 P: e? / 3 7 7 ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OFJUIZWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 01 ) .. • 1 I. . . r PERMIT NO. (206)431-3670 Approved per applicable codes. 0 Corrections required prior to approval. 1 -e7A- 0 -‘_ t." L .45 COMMENTS: /) 6 4/6 6 Its 4v/f44 ,_ /1-fr - • Svh. W-1" v , f-- I-7 17( /› rezefrP7 14' ',Litt Ali z a h 94 e; i le 1 ,443< -- 7 e-1-7.97evi D $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: , Pr9ject: C. /44 A t-L., 0 LtL1,9v$4 T70 Type of Inspection: FIZ-A-ri1E—. Address: : . Date called: ' Special instructions: Date wan /_ 10/P19 Co.rr, Requester: Pho : 6; 7 Receipt No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION boo Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: • g/...-r 1.--1 „, fr2- ft /22e 4#4 . 44 /.2 4 6 e-:t2 e42 //-/ '/ 77 46,111i $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: P99- 0 Zz PERMIT NO. (206)431-3670 o.f Projest il / 1 i jiType el/7 of Ins tion: Address: /M Date called: Spedial instructions: . .. Date wanted: 01P Requester: Phone: INSPE ION NO. 'CITY OF TUKWILA BUILDING DIVISION ,6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: deV Of 1€24 i.Ae, A. tc,te eme rS 4-7 e 4 e;- 4 . ,s-,, 41,4 e 4 e-v ef-144 4 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit • i . I :t : , ■• PERMIT NO. (206)431-3670 Corrections required prior to approval. 0 $47.00 REINSPECTIO 1' 1EE REQUIRED. Prior to inipection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Proje t: Typigf Inspection: Ad ess: 3- SC A/1 41-1.... Date call. f Special instructions: /�% E Date wa 60 , ,i; Re nester: Ph il —059 1. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • • a -: h.. Approved per•applicable.codes. .. P v a .m.A 4.1., 6 INSPECTION RECOR Retain a copy with permit Date: . .. i 1 1.1 (206)431 -3670 X Corrections required prior to approval: COMMENTS: h/e 1-'791 -4.9 •c> il■ $47.00 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Pro - t: y Aet 1 Type of s ection: Date called: 0 7 Special Ihstruc 'ons: _c__ ■ Date wanted: Requester: w t.. Phone: - INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 Approved per applicable codes. fl Corrections required prior to approval. COMMENTS: /194,...zrigc ./60/41-0/4G • rAfAi G '14/ xi cm-eleee-7/-ff (relhtd t,1/41C7 '4 C4 eZ.n.(0 3e-e3:2G PERMIT N (206)431-3670 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. •-‘\ Date: Receipt No: COMMENTS: ; . ' ��M .Ar a� , ■:V �.. '.41 i► ry r rte.%' 1 �� �� � 1 ����( 0 tt 9/C( , ? 1/© /41.x— / PO ,(ZoT SEA A e acf,:C ,/o 4- T r/ / , c me c,2ti 9/7Z, c6c7 ,G f/.SSE_4 Mo "tga25e6AAS 410' 1 //qq . Spestrucs A Prbj / �7) T ti° ., t`/w � / //r� /./ %l Addr s / : jG �� 1D to called: //qq . Spestrucs _ ii Date wanted: G' Requester: . // Phone: i l k 2 7 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECOR Retain a copy with permit D99'0/oV- (206)431 -3670 Corrections required prior to approval. Dal? 0 $4) .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. No: Date: COMMENTS: i S PEc. - , _ 7 L( eta f,, oo.a i7 117)(9.71( S, LS $ G n ,e OLC -6-1D 9 c..T)o/f O 1.120 -, S /fob' ,P,442.4/ 67_c "WM 0.q c l — Svv owe__ /(Jc I` Q ✓I/2 , ,2 4 6 44.14 , 4&e - /l(0 f / _2'Pe 44 -- thy`,' a.m. p.m. Request er b 41 Phone /// ,.. &379 ,0 /2/ Proj tit Typ f In e o p � .ce 6 Address: _ 035 - S C m A Date called: Special instructions: Date wanted: a.m. p.m. Request er b 41 Phone /// ,.. &379 • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100,. Tukwila, WA 98188 Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit Approved per applicable codes. tgJ orrections required prior to approval. Dat4 PERMIT NO. (206)431 -3670 COMMENTS: / / e . 7.17g. g i 64) /4 0 't (7 C, - . %a A d ess p _, A 5 /24c-cra /'t ti Date calledg n r� V, rx1 -(C.s .4 ace </`.4/7Ows - Special instructions: CCjj��''33 7 Bump/Ale, 001-p7. Date wanted: q v lia (— I a:n C m. P Requester: G � 5"ec,-,467 , end- X d,,e 7 ..-7 1;x/ ni.' ,U& es ''sr 7 s" Po,e s i, / .?--I, C ` / 4 1I _4 Pro ct: Tx e�f Inspection: ' A d ess p _, � Date calledg n r� Special instructions: CCjj��''33 Date wanted: q v lia (— I a:n C m. P Requester: G � Phone: ?Q �`7`/ w 7 ..-7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd, #100, Tukwila, WA 98188 0 OW- O/ 7 Approved per applicable codes. ...IX-Correction ' e?1.p 'ocpappxv (206)431 -3670 Date: $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,..u..v.......... Pgee miertz. ieeitroionami Inspectiot 44(../ Act rs 5 ' d. A404te.. Date called: Special instructions: r 0 Ato7c.i D getaerhstrce • M.( %•7 7— 0 4 4 Ate te • i7 a.m • • Requ e • C,--. V, - :388.1- Phone:006 --'• &et /..2 g 41- 006,-Z-06 INSPECTION NO. co t INSPECTION RECOC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Receipt No: Date: T:R9-0/1e-- PERMIT NO. ki/Ak7 ( Approved per applicable codes. Corrections required prior to approval. COMMENTS: umslytictge,t to,/ Angv.gire.C._ Inspector: (96,044, Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ‘ John W. Rants, Mayor Thomas P. A'eefe, Fire Chief 01-0/34. Suite # - 7-(3 Date • ' • Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 5754439 1 • 110 Dear Mr. Larson: June 29, 2000 REVISED SEPTEMBER 25, 2000 Cert No. 9908-01 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 128TH PLACE KIRKLAND: (425) 823-9800 KIRKLAND, WASHINGTON 98034 FAX: (425) 023-2203 Reference: Southcenter Mall Renovation 633 Southcenter Boulevard Permit No009914n r RECEIVED SEP 26 2000 COMMUNITY DEVELOPMENT SEATTLE: (208) 525-8700 EVERETT: (425) 259-0817 This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports have been sent to the building department. 1. Reinforced concrete cast in place for footings, grade beams, ,slab-on-grade, footing pads, walls handicapped ramp, tree pits and canopy footings. 2. Structural steel inspection for all steel at fabrication shop 3. Structural steel visual inspection for Sears skylight, main mall skylight, Bon Court skylight frame, Nordstrom skylight, Main entrance framing, moment connections, columns main entrance, light gauge framing at west entry. 4. Epoxy dowels 5. Epoxy rebar 6. Torqueing of high strength bolts NOTE: ABKJ ENGINEER'S LETTER DATED SEPTEMBER 13, 2000 ACCEPTING WELDING FOR THEIR REVISED DETAILS 9 AND 11 ON DRAWING S6.4 REFLECTING THE ACTUAL WELDS. (COPY OF LETTER ENCLOSED). Dennis H. Stack President C ity of Tukwila Building Department Cert:No.` 990 &01 Page 2 Enclosure:. ABKJ Letter dated September 13, 2000 ngineer. of Record. O ur last report is dated 05-02-00 arid is number 103393. Respectfully, CASC TESTING LABORAT CA T LABORATORY,' IN TESTING & INSPECTION; /;ENGINEERS 11 work inspected conformed to Tukwila Building and Land Development approved plans, ecifications, Director's Rules, TJBC and related codes and/or verbal or written: instructions from the • ; • ANDERSEN •BJORNSTAD KANE JACOBS • INC. September 13, 2000 Ole • Mr. George Lochner The Richard. E. Jacobs Group, Inc. 25425 Center Ridge Road Cleveland, Ohio 44145-4122 . • Dear George: Re: Southcenter Mail Tukwila, Washington • Sincerely, • • ANDERSEN BJORNSTAD KANE JACOBS INC. Alan C. Johnson, P.E., • Associate 00147.00 • • • • ; • •••. • • • . .•• • Subject:. • Entrance Remodel and Renovation Test Reports for Welding at Franes We have reviewed the test reports regarding the welds at the frames near The Bon Court Entrance, We find that the welding is' acceptable as is without any corrective • action. •••• Accordingly, we' have revised details 9 and 11 on drawing S6.4 to reflect the • actual welcis. . • • • . • . . . . . • • . The following is detailed listing of the test reports that we reviewed. : . . , • • • . Test reports by Cascade Testing Laboratory, Inc: . .. • . . . Date • Report No: 7/14/00 •• . • 103960.. • 7/13/00' 103957 7111/00 . 103849. '• .. ... , • 7/10/00 . . 103850 • . .. • 8/15/00 • ' 105616 • . • . . . ,.: •. Test report by Certified Inspection Services, Inc: • . Date ' Report No . . • 7/13/00 • 18027 (2 pages) -, • . . We appreciate the opportunity to be of service to you:, Should you have questions or •• require further information, please contact me. . . • A IJ B 800 Fifth Avenue Suite 3800 Seattle, Washington 98104.3122 Tel: 206.340.2255 Fax: 206.340.2266 • X ''Certified Inspection Services, Inc. Customer: Cascade Testing Laboratories Project: Southcenter Siesmic Upgrade Specification: AWS D1.1 -98 Job Description: Ultrasonic inspection of: complete penetration welds, as listed. Remarks: ** Welds were found to be fillet welds not full penetration welds as noted on drawings. Procedure No.: 1 Base Metal Type: fe Surface condition: as welded Joint details: 1069 S.W. 328th Court, Federal Way, WA 98023 Phone (253) 927 -0626 Fax (253) 661 -2984 Ultrasonic Weld Inspection Report AWS D1.1 TC- U4b -GF Instrument: Mfg.: Krautkramer Branson Transducers: Mfg.: KB Aerotech Dimensions: .75" x .75" Dimensions: 1" dia. Procedure x T or Coma Joint Ultrasonic Equipment autt:rn Weld Process: FCAW Approved By: • ' C TC -U5 -GF Model: USN 52 Frequency: 2.25 MHz Angle: 70 deg. Angle: Straight Beam Inspected By: Gary P. Kappel Le el: II RECEIVED JUL 28200U. COMMUNIT DEVELOPMVtEN T Date: 7/13/00 Job No.: 0007 -02 Report No.: 18027 Class: 6.2 Weld Joint: TC- U4b- GF /TC -U5 -GF <4 <4• Z 0 a k 1§§§§§§§§§§§§§§§§§ > ¢ d 0 . c?1 Z U Ct al.. U0000000000000 0000 cn 0 u .= b E. to cn >0 z a . . x m = r- 0 il ..5 m Dm O E 3 .... ... 2 4 I Cl) = 4 , tg coRRRRRRRRRRRRR E-1 = u O ..t mi cl 81 Sc ou il 1.:M "C000000000000000czoo g 2 0 d gdz zo0000000000000000 .... , I . . I . „ ... 'T 7 I IA I 1 I Certified Inspection Services, Inc. Customer: Cascade Testing Laboratories Date: 7/13/00 Job No.: 0007 -02 Project: Southcenter Siesmic Upgrade Report No.: 18027 Specification: AWS D1.1-98 Job Description: Ultrasonic inspection of: complete penetration welds, as listed. Remarks: ** Welds were found to be fillet welds not full penetration welds as noted on drawings. Procedure No.: 1 Base Metal Type: fe Surface condition: as welded Joint details: 1069 S.W. 328th Court, Federal Way, WA 98023 Phone (253) 927 -0626 Fax (253) 661 -2984 Ultrasonic Weld Inspection Report AWSD1.1 TC- U4b -GF Instrument: Mfg.: Krautkramer Branson Transducers: Mfg.: KB Aerotech Dimensions: .75" x .75" Dimensions: 1" dia. Procedure x Approved By: Tor Comer Burt joint Joint Ultrasonic Equipment C TC -U5 -GF Inspected By: Gary P. Kappel Le el: II Class: 6.2 Weld Joint: TC- U4b- GF /TC -U5 -GF Weld Process: FCAW Model: USN 52 Frequency: 2.25 MHz Angle: 70 deg. Angle: Straight Beam „ ...: • „.',•.• .• • .• .• . -• • EsR C4 fio * • .;•. : •• - . P• r.... ,., , ,,,, - ..... .. .... a . Z • Q111,1111111 s •1 11 . M . . • U t >' - a. . u.0,0 .. a V CU CC CA R ,. • z . ; • 0 8 8 8 8.8 8 8 8 8 •• • 8 8 8 8 8 8 8 • ,u) cn CA CA CA * * * * * * H * * • * * * * * * * ft * 11 § § § § § § § § § § § § § § § § § *, a. co '4” z ea 1 M '0 x P t E u i . = it a a t a 3 a & ea al m 1 i' MI R RRRR •0 co • t C4 00000000 C:DOCD000000 Z00000000000000000 U CI 1 1 1 1 1 1 1 1 1 1 1 1• 1 1 1 1 1 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SQ.IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 97Q7 S Z 5 -9 7 6, btI TEMP. 5 ? f/97,1 4240 5. 9708 ARCHITECT ,a�..} Ol I ^M N 5. -30 28 CONTRACTO R ftt4lc1 97o 5 -30 DATE 5-12...)00 TIME CEE NO. 7�o9 • / PROJEC 50 4 4i LCe wle tt- 7i/a/1 UNIT WEIGHT ASTM C -138 LOCATION 40 22.-- - 4L e..• TEMP. BLS . ' -' .. ` t► 4' Of z f OWNER .. •THER 0 w CA. TEMP. 5 ? AT (a 8AM AT PM ENGINEER 1 ac, 571 ARCHITECT ,a�..} Ol I ^M N TOTAL CONTRACTO R ftt4lc1 TRUCK SAMPLED L i 1 TRUCK TICKET NO. 1387 MIX NO. y8 S TIME SLUMP ASTM C -143 o �' AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR .. i/ % CA. • tO O 11 WATER ac, 571 TOTAL BATCH DATA FOR 1 CU. YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT FA. .. le-05 '� CA. • tO O 11 WATER TOTAL T THE FOLLOWING WAS NOTED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS K RKL R SC `RI D (425) 823.9800 EVERETT (A25) 259.0817 MAY 1 7 2000 COMMUNITY To DEVELOPMENT ATTN: FIELD TEST DATA AIR TEST METHOD: ❑PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear 3 - CC ) TEST -- 3 .9 0 ASTM C•617 SAMPLING IN ACCORDANCE W TH , ' SAMPLE P/U DATE TEST METHOD APPLICABLE CODES & SPECS v PRODUCERS: CONCRETE S11•• N e LA24q CEMENT CU. YARDS PLACED l AEA ADMIX. I % DESIGN STRENGTH k i 000 PLACEMENT AREA & NOTES 4 - 1 4 -40- , � REVISED • 9/97 If oR. +L / COPIES TO : 7 77:4 6 I i / - MA 5 /i3 COMPRESSIVE STRENGTH CAC12 INSPECTOR* SIGNED: FIELD REPORT ' 3 REPO No. 103 3 3Jhb • -. / oij t L. d/‘ 39918 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 9 s 2- 5-9 7 (.o et Z- 1 ENGINEER 1/97.1V 4240 13 970 ' 5 - 3CJ � $ �7s s� 5577 A 9709 5- z 1 1 61/600 I/70 DATE 5121 CE N0. D'8.0 / PROJEC So 64 L Ce MLe tl— 7)96 11 UNIT WEIGHT ASTM C -138 LOCATION 62-2--- S o , +. c.. ire.-Z BLDG. PERMIT NO. i p p Ls 9 of 2 ill OWNER AIR WEATHER 4. ClGtw� EM' 7. AT(q 8AM AT PM 1 ENGINEER v ARCHITECT 14.} 577 CONTRACTO(.-1 b41e.k TOTAL TRUCK SAMPLED L. I O TRUCK TICKET NO. 13 570 I MIX NO. Is s TIME SLUMP ASTM C•143 % AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR ASTM C - CONC AIR /OW y CA. Nib /, p ►J v lam-iv 577 TOTAL BATCH DATA FOR 1 CU. YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT FA. �` CA. Nib /, p ►J v WATER TOTAL • CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 14251 823.9800 EVERETT 14251259.0817 RECEIVED JUN 14 2000 TO: COMMUNITY DEVELOPMENT ENT ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear SAMPLE P/U DATE COPIES TO REVISED - 9/97 5 -3 -a0 PRODUCERS: CONCRETE 5 6 N e 1. t g . � CEMENT CU. YARDS PLACED 1 AEA ADMIX CAC12 PLACEMENT AREA &NOTES OR. +L ,S' IPA H4∎4 c.prio 14' f 1 r Slab A1Le.. - i3ow - } - (2. r✓�e: , 6i �k - I e - N 3 I.G1 Ins “si,.1 5 /i3 U /7 COMPRESSIVE STRENGTH BrASTM C -1231 TEST METHOD C _ 3 9 ❑ ASTM C -617 FIELD REPORT REPORT No. f 3 3 ? INSPECTOR: SAMPLING IN ACCORDANCE W TH c _3( APPLICABLE CODES & SPECS. DESIGN STRENGTH 000 ( SIGNED* 1 . — _ 8 N=1 DAT RT. NO. al0c7 CE 9 0 -o t //24 I LOCATION I Z. S c BLDG. PERMIT NO. 9 9 0 Z-1-- WEATHER 61014419 ENGINEER (Sots - 1.4 6a 0 lt c.1• ` OWNER TEMP. AT(d AM 5 AT PM ARCHITECT 2/1.-t 1 4 u CONTRACTOR rs (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS .SLAB AUGER CAST PILES _ COLUMNS — DRILLED PIERS •WALLS — BEAMS DESIGN STRENGTH (Pa), Li GO TOTAL CU. YD. PLACED 9 SPECIMENS CAST �� " Z-- SEE CYLINDER REPORT NO. 3 99 /f! PPROVED PLANS, SET NO o: TTN: (2) INSPECTION PERFORMED RESTEEUCONCRETE RESTEEUMASONRY — OTHER evIAAd 12/97 CASCADE TESTING LAesORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT RESTEEL ONLY STR.STIWELDING — STR.STIBOLTING (425) 823 -9800 (425) 259 -0817 ( LOCATION (AREAS) I-4-4 N 0 iL 4- re4) N o L*L -roe Slab P e4 Toe.. P 'I4. (3om 7n4 CONCRETE/MASONRY MIX NO. Yi3 Sze SUPPLIER S4 04 t s..,) A'"t SLUMP (INCHES) q 41 AIR CONTENT ( %) v YES NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. PREVIOUS REPORT No. N0 ,103393 IEMARKS: Res \ 1o'ceek lds ea g- A eeg-OJeS ,pI A ets / rI 4-1e -t t 4r. ( ra.4- I -14 6101c -6 f 68)4114- 4R-ea 4-o 1 c.e_.e- riA4 -A 00$ .ertiode) Cow LReJe 4- I .;\ 141-ga.tJ' S41 ,i tCS I INSPECTOR: �� )OPES T0: 1 X g J14.1 FIELD R EPOJ , T 4.; SIGNED: CASCADE TESTING INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 10 3 7 01 N.E. 126TH PLACE REPORT No. No. LIP I 12919 KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 -0817 DATE i Or' CE O O/ PRfT 0 cv.„ jvce, is LOCATII \ S G. PELT NO. ` ` OWNER WEATHER TEMP. AT AM AT PM ENGIN ,..... ATTN: ARCHITECT ‘vs.... 1 \�V`� V CONTR OR 1 (2) INSPECTION PERFORMED _ RESTEEUCONCRETE XIESTEEL ONLY 7 STEEUMASONRY — STR.STAVELDING OTHER TR.STIBOLTING (3) J ITEMS INSPECTED _FOUNDATIONS FOOTINGS _SLAB — . AUGER CAST PILES COLUMNS — DRILLED PIERS — WALLS BEAMS P �O %-) S — ( LOCATIO (AREAS) SoO ra. ��` , 1 1 `x. CONCRETE/MASONRY MIX NO DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO. NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ YES _ COPIES TO: Revised 12/97 REMARKS. v\4* (\" " `C" A;\ AOLJ el'ik- &QIgk "". \c` a WV/ - � = INS PECTO v % % , L ► : ' a'' - - ..11 774X SIGNED: IIIIIII♦i, RIRRI./UeY. YIPIirIIrouIUri YOU4 (425) L123 - 9800 l EvERETT (425) 259 -0817 DATE �� I Cz O � - c)/ TO: PROD �w� C f Q C MCI` LOCATION \V L 1 c..... BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AT AM PM ENGINEER ATTN: ARCHITECT ' CONTR R 12 7 INSPECTION PERFORMED _ RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY — STR.STIWELDING OTHER STR.STIBOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS _. FOUNDATIONS _ SLAB _ COLUMNS —. WALLS BEAMS — — — (4) LOCATION (AREAS) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT (A) SEE CYLINDER REPORT NO. YES _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ _NO CAS TESTIN LABORATO INC. TESTING de INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE REMARKS _levised 12197 N o s�•.o� rw�t c re sc�.ea��e, INS PREVIOUS REPORT No. COPIES TO: .A FIELD Ln 004 l.X•D C\ I AI\ a HGT� iri No ,103603 SIGNED: �{ ey(��L71�•...��� ..1.". 1. . CASCADE TESTINIL_ABORATORY, INC. TESTING & INSPECTION / ENGINEERS • 12919 N.E. 126TH PLACE . HI 98034 (425) 823-9800 • EVERETT (425) 259 RECEIVFD MAY 02 2000 PREVIOUS 103386 REPORT No. No. D ATE /2- 7/0 1 CT NO. TO: . PROJECT ...._5 4.44-444,- / LOCATION 10 l-1- 5 1,4 C-e el COMMUNITY DEVELOPMENT BLDG. PERMIT NO. OWNER - WEATHER . 5 P /4$ TEMP. AT AT AM PM ENGINEER n I a- el--i at 0 A'TTN• ARCHITECT CONTRACT05.. 04. el ( INSPECTION PERFORMED .L.,RESTEEUCONCRETE RESTEEL ONLY RESTEEUMASONRY STR.ST/WELDING — OTHER STR.ST/BOLTING (3) ITEMS INSPECTED FOOTINGS AUGER CAST PILES — DRILLED PIERS . 1 .- AsIge- 401 l''' — FOUNDATIONS — SLAB COLUMNS — WALLS — — BEAMS (4) LOCATION (AREAS) - 1 - RA& IP- ea f ' ID" 4 (30 Pa M itt4.1-404. (5) CONCRETE/MASONRY SUPPLIER S MIX NO. ti es - 7----- DESIGN STRENGTH (Cc) LI 00 0 45 na (go ‘4.) Al TOTAL CU. YD. PLACED ci SLUMP (INCHES) AIR CONTENT (%) q Y..2 SPECIMENS CAST "3 to .. - 7____ SEE CYLINDER REPORT NO. S ( 3 ( 4 ) L i YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS' Revised 12/97 p COPIES TO: TO: T. A ( SIGNED: C ., I e.a9.4-1 c-e_ 5 L.) e- r. A r4 C-Iff-e.4rm oe(A.c.edk.. („).‘ vi 6eraza C01 t ;.. INSPECTOR: te‘ FIELD RE 4; CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SQ. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 9 616 y'7.1 5110 5 -] 604_1 AM PM /a6860 3 of- 9646 TOTAL 5 -z5 zS /399EAso 4gso A. 9647 5-z5 z.2 /33/00 y8gio DATE i / 7-7/ C T. O. l 0�3 —o I SLUMP ASTM C -143 PROJECT .yy� So o. 2 /// Ge wl� .. 41 UNIT WEIGHT ASTM C -138 LOCATION CEMENT FACTOR TEMP. MIT NO q9 o%tz_ WNER AIR 5110 WEATHER `sf1 f I n c MP. AT AT AM PM ENGINEER WATER ARCHITECT Trog.%c/L. TOTAL CONTRACTOR TRUCK SAMPLED 4 01 TRUCK TICKET NO.) S19 8S MIX NO. 713 SZ TIME SLUMP ASTM C -143 ° �° AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR 5110 y% CA. 1 4s‘. WATER TOTAL BATCH DATA FOR 1 CU. YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT FA. ` V CA. 1 WATER TOTAL T TO • ATTN• THE FOLLOWING WAS NOTED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823.9800 EVERETT (425) 259.0817 REC EIVED JUN 01 X000 COMMUNIT DEVELOPMENT FIELD TEST DATA AIR TEST METHOD: 0 PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear SAMPLE P/U DATE ` +3-WOD PRODUCERS: CONCRETE Ste''' ! �`S CEMENT CU. YARDS PLACED AEA ADMIX CA 12 % DESIGN STREEal 1 00 O C o re c a.e)4t-42. QI ta• c... tia b-, LZkeel PLACEMENT AREA & NOTES ✓ a t'`c COPIES TO • REVISED - 9/97 ert 16 .('17,k 5/ 5 2i • COMPRESSIVE STRENGTH REPORT a32 REPORT No. STM C-123 C —3 9 ❑ ASTM C -617 SAMPLING IN ACCORDANCE WITH G -,3 C TEST METHOD APPLICABLE CODES & SPECS INSPECTOR: L oc. to.•d 39914 SIGNED: CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 90... `-r-i1 TEMP. AT AT 54 - 7 ( ARCHITECT zae86 /8c 3784,7 *. 9646 TOTAL .G- 25 z S 9647 -., 5 -- .25 2'$ -----\ DATE DATE . z. C T. O. 9- SLUMP ASTM C -143 PROJECT So •, ae -.,st- 7'194 ►1 UNIT WEIGHT ASTM C -138 LOCATION G zz_ 5°14 L C .� *-40L CEMENT FACTOR BLDG. PERMIT NO. D q 9 olt..2_ OWNER CONC WEATHER ��t.1 510e- TEMP. AT AT AM PM ENGINEER el CZ A-e 0.0.43 oAck N b ARCHITECT CONTRACTOR Or tile-AA TRUCK SAMPLED 1 01 TRUCK TICKET NO.) 319f MIX NO. L it; S TIME SLUMP ASTM C -143 °AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR 50 y vs.-- CA. N b 4,574, TOTAL BATCH DATA FOR 1 CU. YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT FA. CA. N b WATER TOTAL T 10 TO ATTN. THE FOLLOWING WAS NOTED: REVISED - 9/97 • CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 1425) 823.9800 EVERETT 1425) 259.0817 RECEIVED MAY 11 2000 COMMUNITY DEVELOPMENT FIELD TEST DATA AIR TEST METHOD: 0 PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear SAMPLE P/U DATE ` J2zo" COMPRESSIVE STRENGTH _� � p C -1231 TEST METHOD ❑ ASTM C -617 COPIES TO • I / fit) � 1 6 f 575 REPO ) a3 REPORT No. 39914 SAMPLING IN ACCORDANCE W TH G - APPLICABLE CODES & SPECS PRODUCERS: CONCRETE S4-0.4 • �" CEMENT CU. YARDS PLACED AEA ADMIX (,,Q CA 1 % DESIGN STRENJ Q H 1 4 Oo PLACEMENT AREA & NOTES S a �-- ga. `"' IL O o'cW -- L. ✓ i0 ^ Co e-12-ej el 4 INSPECTOR' REMARKS' V g‹ ` G k ek c L L. COPIES TO: - r-/q. 1 ►' I LVI Revised 12/97 (L25V Go c.-\=.s SIGNED: ) CASCADE TESTINL. LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 103578 12919 N.E. 126TH PLACE REPORT No No KIRKLAND. WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259-0817 DATE 2i bO I C 71 . Q/ TO: PROJE 5 is ; ` v\ k l LOCATION ‘ ON /\ J� J 4,. t- S, 166. gR4T NO `2 . OWNER WEATHER TEMP. AT AM AT PM ENGINEER C. '4K L,..,)ea, ATTN: ARCHITECT i \i\ t 3 " �(\ CONTR R 1 (2) INSPECTION PERFORMED _ RESTEEUCONCRETE RESTEELONLY RESTEEUMASONRY _ STR.STIWELDING OTHER STR.STIBOLTING ITEMS INSPECTED - FOUNDATIONS _ FOOTINGS _ SLAB _ AUGER CAST PILES _ COLUMNS - DRILLED PIERS - WALLS BEAMS - - - LOCATION (AREAS) `� (0 J �� � 't� C4./1 Amts /2.ekc �`/ k /qi. ��� (5) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SPECIMENS CAST SLUMP (INCHES) SEE CYLINDER REPORT NO. AIR CONTENT ( %) YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ _ • REMARKS' V g‹ ` G k ek c L L. COPIES TO: - r-/q. 1 ►' I LVI Revised 12/97 (L25V Go c.-\=.s SIGNED: ) CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK $762 3-2c4 3-3 1 "7 6 X /2 2 _6. 2 77 /02 8 se 364 v 4 3763 j 14 •2 ( zg ARCHITECT I LIq ant 5290 t3 8764 t (4----( � �� 1 I u Soso 302C IN / DATE 3 ^2 CERT. NO. 9 908 -0 / SLUMP ASTM C -143 PROJECT 5uri -Ir'.0 J - 1Q fl'l4 .L. , J C 1I. YIELD LOCATION 43 _ ' w &Me Tu, t_A ASTM C -1064 BL . •ERMITNO. 99 -oil. OWNEI1 6V 5 ,/ EATHER TEMP. AT AT AM PM n eF ENGIN - GAGG o.V TOTAL ARCHITECT CONTRAC OR CAZ -- .Y . S 7'7 TRUCK SAMPLED 30 TRUCK TICKET NO /3'J b MIX NO 03S7-- TIME SLUMP ASTM C -143 % AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR 6V 5 ,/ — y ">` /S GAGG o.V TOTAL BATCH DATA FOR 1 CU. YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT FA. 1 6 ../ of CA. _+ WATER ">` /S GAGG o.V TOTAL TO' CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823.9800 EVERETT a` _ _ !.0 + :, ate_ la" .. = .; uia APR 2 6 ?M[1 L,V i 1 ATTN: DEVELOPMENT THE FOLLOWING WAS NOTED: AIR TEST METHOD: ❑PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear SAMPLE P/U DATE L5 -- Z.7 -60 PLACEMENT AREA & NOTES .4 OW ' .� iC COPIES TO : r!' i ' / 7 4 7/6 — q(2_ REVISED • 9/97 FIELD TEST DATA TEST METHOD (4251 259.0817 COMPRESSIVE STRENGTH AEA ADMIX CAC12 IPSTM C -1231 G, ❑ ASTM C•617 PRODUCERS: CONCRETE C5' Ec oarY CEMENT 7p e L 'i- iw:r' ",t�rr,;'.r.•r.. ,...�:.. ` ?�r`is: /i:i- .'•:�".f:�:7v ^r'HM4Yt y.;V.n:�sh�4efxv,.r,: vM1N.!'_ +F'Jti:'c... REPORT . ac . � REPORT No /O 3 CU. YARDS PLACED 2 39814 SAMPLING IN ACCORDANCE W TH APPLICABLE CODES & SPECS C -' DESIGN STRENGTH 1 0)9 es,. Z DA / r • ma, INSPECTOR. / 1 -•� A Ztr" SIGNED. • - • CYLINDER NUMBER DATE •. MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK P62 .F-2c) 3 1 - 7 6 X12 2c-4. Z'7 /02 8 Co 364 0 4 873 " / ( z$ 8764 I 4 - ..f z DATE 3- 2 -o CERT. NO. „o8 -0 I SLUMP ASTM C-143 PROJECT oL� - HC AI rR. MAU-- REn) o \/ . WEUNIT IGHT ASTM C -138 LOCATION 433 � w�cN ree- T�,�. L A CEMENT BLD O. OWNE CONC �i•,/.Cf{7 TEMP. AT AT AM PM ENGINEER ARCHITECT �� / • •a CONTRACTOR 2G- Y ( / 6V TRUCK SAMPLED 30 TRUCK TICKET NO. I TIZ3G MIX NO. yBS TIME SLUMP ASTM C-143 % AIR WEUNIT IGHT ASTM C -138 YIELD CEMENT TEMP. ASTM C -1064 CONC AIR 6:i0 5 �� -- �� / • •a WATER / 6V " / roAGG GA/ C TOTAL BATCH DATA FOR 1 CU. YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT FA. O CA. WATER " / roAGG GA/ C TOTAL THE FOLLOWING WAS NOTED: END CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE •KIRKLAND. WASHINGTON 98034 (425) 823.9800 EVERETT FIELD TEST DATA r, ti INIST Y (425) 259.0817 TO' A&D PC4 1 P4U" APR 0 7 2000 k 1 % ATTN• DEVELOPMENT AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear PLACEMENT AREA & NOTES 44- COPIES TO • T fi 7k f5 RFVISFO • 9/97 COMPRESSIVE STRENGTH [B'ASTM C•1231 G ❑ ASTM C•617 FIELD REPORT .. REPORT No 39814 SAMPLING IN ACCORDANCE W TH APPLICABLE CODES & SPECS G '8 SAMPLE P/U DATE LY l 27 - CO TEST METHOD PRODUCERS: CONCRETE (S THEW Ay CEMENT J /Pt L AEA ADMIX. CAC12 % DESIGN STRENGTH 4 Y).9 . z DA/ e -► - ).1/4l( - 'KETE fPz_h=te-,c.. 51 13A-i L 7, /7 - rie.EE e:L'T' CU. YARDS PLACED Zy= • _ _4• �� _ . l•T•■ INSPECTOR: 1 - -� A 3✓w' SIGNED. --'w- ' �� T CAS TESTING ABORATORY, INC. �`" TESTING &INSPECTION /ENGINEERS 103320 R EPO RT N 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 96034 (425) 823 - 9800 EVERETT (425) 259 -0817 DATE 3- Z- L1 -czc:, I CERT. NO. 99oe -o / TO: , err -J412O C. �fi cASS A PROJECT 5PLen -1c , , rr rlAt.1– ReAlcAhATZUti.1 LOCATION 433 TJ- 4c4947a*e. r14ne1 a BLDG. PERMIT NO. b9 - oaZ OWNER WEATHER L■J TEMP. AT AM <Z-f AT PM ENGINEER ATTN: ARCHITECT CONTRACTOR 1: 4t &&"/ Go,..ST7 (2) INSPECTION PERFORMED XRESTEEUCONCRETE — RESTEEL ONLY RESTEEUMASONRY STR.STIWELDING — OTHER STR.ST1BOLTING ITEMS INSPECTED — FOUNDATIONS X FOOTINGS _ SLAB _, AUGER CAST PILES — COLUMNS — DRILLED PIERS --- WALLS — BEAMS LOCATION (AREAS) 'TrA"E PZT /P.LLECAI' e C ROSS (7,0u/R7 A L L-: CONCRETE/MASONRY MIX NO. %8Z DESIGN STRENGTH (f'c) %:r : ' j A� SUPPLIER SIOw1EGt.1�1y TOTAL CU. YD. PLACED 2 V SLUMP (INCHES) ....5 •� SPECIMENS CAST .' G X le-- C -YL... SEE CYLINDER REPORT NO. % p PP/ AIR CONTENT ( %) ,4ES — NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. COPIES TO: Go„icml 19107 T. A -g • v✓I • -r. 7/-z Lk INSPECTOR: REMARKS: ice[ I J. L JA S PREVreNSI. y Cd'r!4-14 &ID /4A-10 C CIO J, 42 �"Y_] b PLAn1 c '- Si -. <. / Q e. 4 "I P6.4 y 4.1P UJ E/ r i .JSo L a .nA- r.U. r t/ r6 k'77Y2. . FIELD REPORT SIGNED: .'w*" L.. • CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 103316 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 98034 (425) 823 EVERETT (425) 259-0817 DATE 3 - Z.3 --cc) CERT. NO. I 19,08 -0/ TO: THE e--e..:4-1140 8 . - . ) /RS CeJP PROJECT LAT R c-vr:R. M A c.L. fe.C-X1OVAT.r04 6,SC LOCATION .... _ -,._-.. - .. ' . . BLDG. PERMIT NO. C: - -0 I - 2.- . 2.■ OW R WEATHER Z-Ai.sr:-E* TEMP. AT AM AT PM ENGINEER ATTN: ARCHITECT CONTRACTOR y r ST7 (2) INSPECTION PERFORMED RESTEEUCONCRETE , ONLY _ RESTEEUMASONRY STR.STIWELDING OTHER STR.ST/BOLTING (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS _ SLAB ..‘ AUGER CAST PILES COLUMNS — DRILLED PIERS — WALLS Mi F'.2=7— — BEAMS — — (4) LOCATION (AREAS) 77- -&--, f T / F_r_l_a:-7 (:".Aio — (5) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT SEE CYLINDER REPORT NO. (%) NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. ,YES _ REMARKS: A .1 .(:":1577-7 Li izis _If 19E*T AA )r) r0A.-/e.)011 4I■ P/___ r 1 SF/ ,zr AJD 4ff 6 S ■ A 1J e) PR (- se-xAci f APII2ove=-71 COPIES TO: 6 ro 77 FIELD REPORT, - I - 6OLJi INSPECTOR: A ver-e__Te.i., ■` CAS TESTING LABOR ATORY, INC. " TESTING a� INSPECTION /ENGINEERS PREVIOUS 10 3 314 12919 N.E. 126TH PLACE REPORT No. No KIRKLAND, WASHINGTON 90034 (425) 823.9800 EVERETT (425) 259 -0817 DATE 3 -2Z— ' CERT. NO. 9908 —d1 TO 2:; aeT.CX e . JACOgG ,t.Ge,.i - PROJECT ,,n /� ,Co ..rkfc IrER.. tau- Ki/ovA7XcA LOCATION . ., —. ,& 2- CE,vr . & e BLDG. PERMIT NO. 1)99 -0 /Z2-- OWNER '' J/ C.LJ�y � r{ E D O r / �/ �/4/< - 9/ WEATHER .7-AZS`tC11�% TEMP. AT AM AT PM ENGINEER B AF .1 JL> ATTN ARCHITECT - r/ CONTRACT R QED (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS .. 1SLAB (2) INSPECTION PERFORMED RESTEEL/CONCRETE RESTEEL ONLY RESTEELIMASOONRY STR.ST/WELDING ' OTHER gr OXy STR.STIBOLTING _ _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS )G 7 P _ BEAMS — Ont...) /AC ( LOCATION (AREAS) — Px.r-- I ego, c Ce? a ,e-r Aeg,c1 ` ,1/C CONCRETEIMASONRY MIX NO DESIGN STRENGTH (t'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT %) SEE CYLINDER REPORT NO ( � 4 YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ — REMARKS' C- Pox y 7yPE = h .r-=/1 -!.r r- /-1oi n rar LL O ANn 7 F 'D AT D.G. e E i7I_P77I (c) _7 J7_ C. 727P eA,P.S Dotrt t o .r.-t/7 z) 5leg. 60 7Tom 6e ,ro c./.c. e r .r Tb e.J/IgA/2- COPIES TO: Revised 12/97 %z7 INSPECTOR: .�.M. r - rix.4 FIELD REPO'T _; .► SIGNED: CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK $551 3'/7 3 :7,4 1 to XiZ z8. 2-7 II18 sz, 3 'Few A- 8558 I y - l 28 5559 1 q. -1 y' 26 1 1 / DATE 3- 1 -oa CERT. NO. /6 -0 / PROJECT _il. rt.1rJ= 4.17Fie enALL. 1QCNWAT'!'dl J LOCATION `! - =LD ENO. y 95- o /zZ OWNER 0 WEATHER .�.+ I;Df+ TEMP. AT AM 11 ° . ,t7:: AT PM ENGINEER „ . te-- •z..« .'° _ '' 1...... ""`_, ARCHITECT MAR d 0 6IRU CONTRACTOR I..UUIV MUN! s Y DEVELOPMENT TRUCK SAMPLED 4 10 4 / TRUCK TICKET NO. /Z /533/ MIX NO. V TIME SLUMP ASTM C -143 %AIR WEIGHT ASTM C -138 YIELD CEMENT FACTOR ASTM C - CONC AIR CA. WATER /.j 4,A f-6 01 TOTAL BATCH DATA FOR 1 CU. YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT FA. ,c; a CA. WATER /.j 4,A f-6 01 TOTAL REVISED • 9/97 COPIES TO • CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425( 823.9800 EVERETT 1425) 259.0817 TO.1 Iu4.NA(2D E • SACtaC�S G ear 2.542..< aer trF2 IZ �1►0 (ter mvEr�,.,o r7-{. 4 / 4 1145 . - 1 1/22 - ATTN• f !r`�6� ,124.4A1 SC+IJ THE FOLLOWING WAS NOTED: /� taC . _ TIC -eE 1 ' L•TS W FIELD TEST DATA AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear COMPRESSIVE STRENGTH CEMENT 1 `/ FIELD REPORT No. ASTM C -1231 TEST METHOD » -3 ! ❑ ASTM C -617 INSPECTOR: /03 30c 39805 SAMPLING IN ACCORDANCE W APPLICABLE CODES & SPECS T " C `3 SAMPLE P/U DATE 3 "20 -do PRODUCERS: CONCRETE (CreNEWAy AEA ADMIX CAC12 % DESIGN STRENGTH YOZ & Zu PLACEMENT AREA & NOTES GQNete 7 PL%ra' -/r L.J (2) PLTS V ,J r y g =i,in AA) 2 /Wt (') P =T @ 13cAi adie 4 R y AAA r___) .ektifD CU. YARDS PLACED CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 8557 3 -17 3 -- ,24 - 7 6 xiz. ze). 2 III 8'5z' 3 9e•e, A. 8558 ( LI - ! 28 S f.--1-e- 1 3q' CO 6 A g559 L 4 - 1 y' Ze L I I 4.18 55i© A / DATE 3- 1"7 -oa CERT. NO. lqo(t?-a / 1ENUVAT.T PROJECT &.l.rt -h ..t'7, 4e MALL LOCATION 6 3 . u.rH Tm -, 774 K4.3sLA OWNER BLDG. PERMIT NO. p q ?- o)zz • WEATHER TEMP. TEMP. AT AM PM ENGINEER RECE V 1-) { .•++ ARCHITECT ARCHITECT APR 2 5 2000 't .../., CONTRACTOR COMMUNITY , „ r- TRUCK SAMP 707 TRUCK TICKET NO. /21.03 MIX NO. 9/5 TIME SLUMP ASTM C -143 % AIR WEUNIT IGHT ASTM C -136 YIELD CEMENT FACTOR ASTM C1064 CONC AIR s. S 4 „ CA. y. 5: b9 /5 4,A cJ4 � TOTAL S f.--1-e- BATCH DATA FOR 1 CU. YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT FA. CA. WATER /5 4,A cJ4 � TOTAL S f.--1-e- 4� T TO. E gscAAPc e • SQC06S 2L5 '42S GE„ it .12 L i o C L—VE ava: Ci--{. 4 / 4 1 4 / 4 1 t yS- y/zZ. ATTN • Ar4tsr .TuJ -1n/ SC�AI THE FOLLOWING WAS NOTED: /� �, " . .•7 - 12e-E - LYS W FIELD TEST DATA TYPE OF BREAK: (a) Cone (c) Cone and Shear (b) Cone and Split (d) Shear SAMPLE P/U DATE 3'-2.0 ' PRODUCERS: CONCRETE EbONIEAiAy AEA PLACEMENT AREA & NOTES en" 7"E AAi Cs PT RAI REVISED - 9/97 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 1425) 823.9800 EVERETT 1425) 259.0817 AIR TEST METHOD: D PRESSURE ASTM C -231 OR D VOLUME ASTM C -173 (e) Columnar ADMIX CAC12 COPIES TO - T I `-D r • .. Tide_ /Ib COMPRESSIVE STRENGTH CEMENT 1 FIELD REPORT No. y L9 ASTM C -1231 TEST METHOD �� -3 / D ASTM C -617 � 1033og 39805 INSPECTOR: SIGNED• • SAMPLING IN ACCORDANCE W TH 22 APPLICABLE CODES & SPECS J� CU. YARDS PLACED 'Yo DESIGN STRENGTH `�� g Z tar PL GeL= ,J (z) Psis e ,SG P6 y elA.262c.x. AVID .n'unn- L. CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 12919 N.E. 126TH PLACE REPORT No. No. 103309 KIRKLAND, WASHINGTON 98034 (425) 823 EVERETT (425) 259.0817 DATE '3 - 17-0C CERT. NO. '1908 -01 TO: 7.1: ier..6AeLeo 1:-- -JAcaaS C.4OJP PROJECT ( 50 cr-rit-ICA PM/2 )ngLi.,- te.44 VA r LOCATION 633 z-S4z,c• r:E"preg._ R..i.cx kcpsc? BLDG. PERMIT NO. v`ri - 0/2Z. OWNem (11.—SVA".1.1' (91V. 4/4//45 .- el/Zz WEATHER .7:Ad.57_06. TEMP. AT AM AT PM i ENGINEER ATTN• A Am....r.t.E.- ..,..Jcwicael v. ARCHITECT CONTRACTOR (2) INSPECTION PERFORMED RESTEEL/CONCRETE RESTEEL ONLY RESTEEUMASONRY STR.ST1WELDING .. OTHER C STR.ST/BOLTING (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS — SLAB AUGER CAST PILES COLUMNS — DRILLED PIERS — WALLS 1g6"-a P.2: — DAIL / — BEAMS (4) . .-,a- --'' LOCATION (AREAS) Z Z or . ." . . e ervJ (,e-r- e (5) CONCRETE/MASONRY MIX NO. 435-7 DESIGN STRENGTH TO 9073 e zie) OA/ SUPPLIER Si CAJA y TOTAL CU. YD. PLACED t SLUMP (INCHES) y If SPECIMENS CAST 3 ..L,X" /??., ...,I• AIR CONTENT (%) SEE CYLINDER REPORT NO S eos .XYES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS Revised 12/97 a- trzeieATrog - Ae 4iziioy COPIES TO: 6 11/1 r 7tik INSPECTOR: FIELD REPORT SIGNED: y Oe..."4- A R e .‘"."' L . CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 102737 12919 N.E. 126TH PLACE REPORT No. No KIRKLAND. WASHINGTON 98034 (425) 823 EVERETT (425) 259-0817 DAM. 4-S f/ 49/0 0 I 7ic, b 6 - ( 'TO: PROJEC .30 C fa PO - 744 LOCATION o 33 So C, o4-es- BLDG. PERMIT NO. i.. 0 2-7-- OWNER WEATHER 1 1 a- TEMP. AT AM AT PM ENGINEER A 14- : -- -S --- ATTN: ARCHITECT 7))/ to 1.4 /4 CONTRAC (2) INSPECTION PERFORMED RESTEEUCONCRETE ',.,FIESTEEL ONLY RESTEEUMASONRY STR.STNVELDING OTHER — STR.ST/BOLTING (3) ITEMS INSPECTED FOOTINGS — FOUNDATIONS ..5L/AS AUGER CAST PILES COLUMNS — DRILLED PIERS — WALLS — BEAMS — ee c.. e C S (4) ■ 1 LOCATION (AREAS) 3 ( s Aev... -4,-e_e_e_. c p %-t- _s P __ 4 6 iLi 1.5 / A J- (Sc.. g N 44 0 c_e. (5) CONCRETE/MASONRY MIX NO DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) --..„,„_,....,.......... SPECIMENS CA AIR CO S INDER REPORT NO. (%) YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ REMARKS le grA 6e--0 0_0 -70c ot 2 b, c_,0 R-r". A- IA 40--5 /Sr, V..1a 1 0 0 , 20 , 1 #443 4-or grn evia-...0 3 7/ JgreD Igro 11-7 1,15e1 /4t1)4 )W COPIES TO: • A I r INSPECTOR. FIELDR6 T SIGNED: CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 83 '3 -10 3 - 17 '-7 6 x!2 zs• z7 88 I OO 3/2o 4- S3O 1--7 as 8351 `F-7, DATE 3 -/0 -00 CERT. NO. 9 9o8 -o1 PROJECT Sa.TNeEArroc. /VAU. RE,va v4'o nl LOCATION ,,33 $ «,.s - .ICE 774 �:. chi BLDG. PERMIT NO. D 99 -o/22 OWN WEATHER TNSsL „, „, , TEMP. AT AM AT PM ENGINEER li'"3rZR,,,.4 *s.; y V ARCHITECT MAR 2 2 2000 CONTRACTOR COMMUNITY 1- :1P 1 r'rin$rhrr' TRUCK SAMPLED 4 0 ! TRUCK TICKET NO. I Zga CU. MIX NO. 4 65 - 2d TIME SLUMP ASTM C -143 %AIR WEIGHT ASTM C -138 YIELD CEMENT FACTOR ASTM C1064 CONC AIR 5 3 CA. /y58o y. 8sr_ 09 ° Sly TOTAL BATCH DATA FOR 1 CU. YARD /o YID DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS F_y CEMENT fso0 yges` FA. /5"/60 CA. /y58o WATER TOTAL CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823.9800 EVERETT (425) 259.0817 To. THE HE i HAQD Fi • - ACaBS y A P 254 l'Enrrinc eizA ��vF�A�►�� 0?-4_ yy I y5 -ytz2 ATTN• AN6SE �TOH J c�AI THE FOLLOWING WAS NOTED: FIELD TEST DATA AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear COMPRESSIVE STRENGTH FIELD REPORT No. 3 ASTM C -1231 SAMPLE P/U DATE V - -Co TEST METHOD C'-39 ASTM C•617 APPLICABLE CODS & SPECS TH '/ PRODUCERS: CONCRETE c57r,A16-24.. �/ IA / CEMENT TYI l CU. YARDS PLACED Z4 t AEA /t ADMIX — ZIP "�• CAC12 % DESIGN STRENGTH 4 /a 2 / C°� z PLACEMENT AREA & NOTES Gt E' PLACED Z'A► () 72' P=1 Fdc-TmN 6S 6y 64RRoc,J , i' c J. c OL - csA - r D Ay 1/s4,1QA-r on . ` /� INSPECTOR: COPIES TO ' / ' � / / • ? :7/7 REVISED • 9/97 /0330 3 39802 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK $3 '3 -r0 3 -17 ;-.7 6 :/2 ze. Z7 gEl /0v 3/2 A- ti..7 Zs. Ii/ 1G o'a 835 4 -7 Zg t i I w 7� 57Z0 A DATE C CERT. NO. PROJECT SOLMO4C-EAfTER in lid./ geiNg1 via-mom L LOCATION L 3 - -, - 1•.U•. r r - T u,e,�. =.La BL .: - MIT NO. O OWN WEATHER ?i,la T TEMP. AT AM ENGINEER ARCHITECT CONTRACTOR YIELD CEMENT ASTM C-1064 ASTM C-143 ASTM C -138 FACTOR CONC AIR sue 3" y.8.sr 01 ° Se BATCH DATA FOR 1 CU. YARD DESIGN % ADJUSTED A ?AD WEIGHTS MOIST WEIGHTS F fso0 CEMENT 956,5 FA. /5/&(.2 CA. //5 . 80 WATER TOTAL APR 1 4 2000 CO MUNiTY To: krC/4020 zsy2.S CENrr.c RAE P..ciao L�} Nicp j o r-I . yy I LI - y iz2. ATM' 4 kJ S THE FOLLOWING WAS NOTED: COPIES TO • REVISED • 9/97 /.' 14 / l 7 • CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE �,� �+ ,�� EVER TT D, WASHINGTON R R �'"" I 'ill 7. 00 8 1 FIELD TEST DATA AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR D VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear COMPRESSIVE STRENGTH SAMPLE P/U DATE 3 - /3 -00 PRODUCERS: CONCRETE (51 1 , /4 113 4711T..i' TEST METHOD C -.3 9 CEMENT TYF f FIELD REPORT No. INSPECTOR: /03303 39802 ASTM C -1231 ASTM C -617 SAMPLING IN ACCORDANCE W TH APPLICABLE CODES & SPECS / CU. YARDS PLACED AEA ADMIX. toq - Li CAC12 % DESIGN STRENGTH 1 1( 2F3sx PLACEMENT AREA & NOTES C "-'E PPRr-FF) .T N (3) - rQ. P=T 6 �/ 6ARKetr.J /' ca.. /s o f zoA D A y lls8 T 2 SIGNED BATCH DATA FOR 1 CU. YARD DESIGN % ADJUSTED A ?AD WEIGHTS MOIST WEIGHTS F fso0 CEMENT 956,5 FA. /5/&(.2 CA. //5 . 80 WATER TOTAL APR 1 4 2000 CO MUNiTY To: krC/4020 zsy2.S CENrr.c RAE P..ciao L�} Nicp j o r-I . yy I LI - y iz2. ATM' 4 kJ S THE FOLLOWING WAS NOTED: COPIES TO • REVISED • 9/97 /.' 14 / l 7 • CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE �,� �+ ,�� EVER TT D, WASHINGTON R R �'"" I 'ill 7. 00 8 1 FIELD TEST DATA AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR D VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear COMPRESSIVE STRENGTH SAMPLE P/U DATE 3 - /3 -00 PRODUCERS: CONCRETE (51 1 , /4 113 4711T..i' TEST METHOD C -.3 9 CEMENT TYF f FIELD REPORT No. INSPECTOR: /03303 39802 ASTM C -1231 ASTM C -617 SAMPLING IN ACCORDANCE W TH APPLICABLE CODES & SPECS / CU. YARDS PLACED AEA ADMIX. toq - Li CAC12 % DESIGN STRENGTH 1 1( 2F3sx PLACEMENT AREA & NOTES C "-'E PPRr-FF) .T N (3) - rQ. P=T 6 �/ 6ARKetr.J /' ca.. /s o f zoA D A y lls8 T 2 SIGNED APR 1 4 2000 CO MUNiTY To: krC/4020 zsy2.S CENrr.c RAE P..ciao L�} Nicp j o r-I . yy I LI - y iz2. ATM' 4 kJ S THE FOLLOWING WAS NOTED: COPIES TO • REVISED • 9/97 /.' 14 / l 7 • CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE �,� �+ ,�� EVER TT D, WASHINGTON R R �'"" I 'ill 7. 00 8 1 FIELD TEST DATA AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR D VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear COMPRESSIVE STRENGTH SAMPLE P/U DATE 3 - /3 -00 PRODUCERS: CONCRETE (51 1 , /4 113 4711T..i' TEST METHOD C -.3 9 CEMENT TYF f FIELD REPORT No. INSPECTOR: /03303 39802 ASTM C -1231 ASTM C -617 SAMPLING IN ACCORDANCE W TH APPLICABLE CODES & SPECS / CU. YARDS PLACED AEA ADMIX. toq - Li CAC12 % DESIGN STRENGTH 1 1( 2F3sx PLACEMENT AREA & NOTES C "-'E PPRr-FF) .T N (3) - rQ. P=T 6 �/ 6ARKetr.J /' ca.. /s o f zoA D A y lls8 T 2 SIGNED .L. CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 103182 12919 N.E. 126TH PLACE REPORT No. N KIRKLAND, WASHINGTON 98034 (425) 823-9800 EVERETT (425) 259 DATEyt 0 I c e:;502 TO: P Ce..4\ Me.„‘,‘_. LOCATION,...- k 1 ....•/\. %) y...6....D ..\ c.... .......) e .... " 1.01 NO. evi 9, b 0 1 444 OWNER WEATHER TEMP. AT AM AT PM ENGINEER \ A .... ATTN: ARCHITECT CONTRArt2 • E; q=><.,i [ (2) INSPECTION PERFORMED RESTEELJCONCRETE RESTEEL ONLY RESTEEL/MASONRY STR.ST/WELDING OTHER STR.STIBOLTING (3) ITEMS IN ECTED — FOUNDATIONS FOOTINGS _ SLAB AUGER CAST PILES COLUMNS — DRILLED PIERS — WALLS — BEAMS — — (4) LOCATION (AREAS) -.C‘44...-- 64 ''' S 3 ) 60 ' 61 1Y■ (5) CONCRETEIMASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST CONTENT SEE CYLINDER REPORT NO. AIR ( YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS. A ed 0-c AN' Nai 02-- 0 ustIvx K va E_ 2 -t Ca' cvik V- COPIES TO: • • . 7 )9 ,T ;7 kt -...1r1441„‘ L KIRKLAND. CASCADE TESTING LABORATORY, TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE WASHINGTON 98034 (425) EVERETT (425) INC. 823 - 9800 259.0817 PREVIOUS REPORT No. No. 100252 DATE 3 -7 -acs CERT. NO. 99o8-01 t t.. Rai./ oVArr - Z D4 To: ! ieT,-cs44, D I: ^yaeiaS C •OLLP PROJECT SoLerN d.eN,rrE 2 r'l.a► LOCATION (L33 So--e. TuttivLtA Zsgzs CE,.rr 2 2�e.E Q BLDG. PERMIT NO. D99 -o IZ2 OW J ER ( Fkf j EDI+4 4 4 L i I •- WEATHER fcro : _ TEMP. AT AM AT PM ENGINEER A A ATTN: A w 77:.‘..,... 4,-r 77:.‘..,... LCc J ARCHITECT CONTRACTOR (2) INSPECTION PERFORMED RESTEEUCONCRETE ` RESTEEL ONLY RESTEEUMASONRY ` STR.STIWELDING — OTHER STR.STIBOLTING ITEMS INSPECTED FOOTINGS AUGER CAST PILES -- DRILLED PIERS — FOUNDATIONS _ SLAB COLUMNS — WALLS BEAMS — — ( LOCATION (AREAS) (2) TP,c. PT ----S fa 4-.En/0 - ^' N e&-rrJF:� Ls,..l'ES Z2-. -Zg .clr,v.o ZS -a, . CONCRETE/MASONRY SUPPLIER tS MIX NO. 4 -18 5 Z DESIGN STRENGTH (f'c) t ier r Z8 oA, TZ AJEC.JA y TOTAL CU. YD. PLACED / • S `- SLUMP (INCHES) AIR CONTENT ( •, SPECIMENS CAST 3 G k /2., L SEE CYLINDER REPORT NO. 37 "7 1 7 %) X YES NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ REMARKS. ALL_ SY L- P02 Pry / f1-S P &le 4e et)vEp piA145 14-$'L , (:oA ag. - P1 44C O V ' _,, i) II C)L-7 -i 7 7 i W. yi R •'cS . COPIES TO: / 4 0 6 1 r (' "r; �G V49 INSPECTOR: A FIELD REPORT SIGNED ,� CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK go3, 3 3 —/4 -7 6x /2- Zg. Z7 407957 382o A- 040 ` 4- 4 Z I j "'$5�0 4g00 804 / L 4 -4 Zg I t� / -+1530 Soto DATE 3 -'7 -cc) CERT. NO. 1408 -0/ PROJECT Sow - n.4 c.>Er.rwe MAt_c. 2EAJoVQTS.o,✓ LOCATION G g Sa.- THcc IA k LA BLDG. PERMIT NO. D99 - / OWNER WEATHER ..✓Stoc' TEMP. AT AM AT PM ENGINEER ARCHITECT CONTRACTOR TRUCK SAMPLED Y.09 TRUCK TICKET NO. / 2.-7(c 73 MIX NO. 5 TIME SLUMP ASTM C -143 % AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR s: yo tl " vs CA. / 8 4 48s,e 72 V7 # /kg /TOT TOTAL BATCH DATA FOR 1 CU. YARD 7. DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS FLY CEMENT 7lor) 4/Z 90 FA. /e/5/a0 vs CA. / 8 WATER /0 5 # /kg /TOT TOTAL CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425( 823.9800 EVERETT 1425) 259.0817 To 1c Hago E• 3r4& coo L 4 P ZS - 12S C.E. r-w,-e 2,` IE'cgc C cvE, a,Lo 4 "/ /',/s - -'/2Z ATTN• A 1�/.S�c cJ caIALSc �I THE FOLLOWING WAS NOTED: Co - r FIELD TEST DATA AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear SAMPLE P/U DATE 3 - PLACEMENT AREA & NOTES • . =Ng P COMPRESSIVE STRENGTH TEST METHOD C' 3 9 ,$ASTM C -1231 ❑ ASTM C -617 INSPECTOR' COPIES TO REVISED • 9/97 �F R l /mss ft I Ti rk.4. L /e4' FIELD REPORT No. /Q'9 Z Z. 37497 SAMPLING IN ACCORDANCE W TH C-3 / APPLICABLE CODES & SPECS PRODUCERS: CONCRETE 51 ?f"J6r[A• 4/ CEMENT ASN60 -avE - / CU. YARDS PLACED 9 ' AEA ADMIX wR17A -65 20 /„2, CAC12 % DESIGN STRENGTH yGl`70 Z8 may. 6 - 3 i d c - E L . g g 2 R Q e n 3 . ntirC..■ L,.) cL c Q ti / L S Q L . . - T L 1 , a . " 7 - p Wr—/ -/ j/2 ,q ve . CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SQ. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK X039' 3-7 3 ` 1 4 ? 6X(.- Z . io 7 9522 382o �9- g040 " 4 - t z fa, 8041 4 -4 Z� V !- DATE 3 -? -cc) CERT. NO. 9908 -0 / PROJECT Sow., C.EN.17& MALL igEJ/OVATZo,✓ LOCATION 6 Sa. rhie_g *� 1 kt e BLDG. PERMIT NO. D99- 6/ZZ OWNER WEATHER ..r..1S.zo TEMP. AT AM AT PM ENGINEER ARCHITECT CONTRACTOR TRUCK SAMPLED 1 /D9 TRUCK TICKET NO. / Z 74= 73 MIX NO. y852. TIME SLUMP ASTM C•143 ° �° AIR UNIT WEIGHT ASTM C •138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR 5.y yr- — — — 41r3s* 7z 517 " #07" TOTAL BATCH DATA FOR 1 CU. YARD 9 S DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS FU - Y CEMENT 7 Goo S/Z 90 FA. H9e,49 CA. / 8 720 WATER /05g. " #07" TOTAL IP TO: /EZG CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425( 823.9800 EVERETT .5 I I. 25<-125 C_E�e ebok.c. ATTN• cJ d„dw/_ J THE FOLLOWING WAS NOTED: CO' r FIELD TEST DATA (425( 259.0817 9r FIELD REPORT No. TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear COPIES TO • REVISED • 9/97 AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 . - rl 14 if)), /?2, T, COMPRESSIVE STRENGTH ..2 STM C -1231 0 ASTM C•617 SAMPLE P/U DATE 3 - - oO TEST METHOD C'n g //�� 9 (� PRODUCERS: CONCRETE 'Tbn/f�'f�. 2 CEMENT A51 .anYG ^ INSPECTOR' /2 Zs-Z AEA ^^ ADMIX. 44) R°A -°y /r+t CAC12 % DESIGN STRENGTH V&Q - ZP L Y. PLACEMENT AREA &NOTES Lon /C12E'rF PgAcEfa %n/rO TRSt= P,E7 P>xDr=A-JC 5 By 6JF FE .&41422.6r0. ^..r c nn//LSOc..s - "7" W-r• — r .d ;irRote.a • CU. YARDS PLACED 9. S 37497 SAMPLING IN ACCORDANCE W TH C_ APPLICABLE CODES & SPECS win..". Ni. L. CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 102472 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND. WASHINGTON 98034 (425) 823-9800 EVERETT (425) 259-0817 DA 1 /2_ Jo C) 0. 1.-5 3-0 1 I TO: PROJECT .0 L-*L-- C_ e fro 46 04 / / LOCATION BLDG. PERMIT NO. OWNER WEATHER --- t.-4 5 I - TEMP. AT AM AT PM ENGINEER ATTN: ARCHITECT CONTRACTO (2) INSPECTION PERFORMED RESTEEUCONCRETE RESTEEL ONLY RESTEEUMASONRY STR.STNVELDING OTHER STR.STIBOLTING (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS SLAB AUGER CAST PILES COLUMNS — DRILLED PIERS — WALLS A+ . 7A. 2 e- BEAMS — — e L.-.) e I 4 (4) 4 LOCATION (AREAS) IS •D .-4 C.- 0 La 4 ''.- ""\ de- j) ■ A — Gj a _s ..... (S) CONCRETE/MASONRY MIX NO. DESIGN - - 'c) SU ''' TOTAL CU. YD. PLAC • SLUMP (INCHES) SPECI - CAST SEE CYLINDER REPORT NO. NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ YES COPIES TO: 3/, REMARKS' -) s /40 16?--s Qe ec9 b)(4-3 f--);H4 1S0 As Fer— di 779.A. 47. 7 7d FIELD REidirr INSPECTOR: SIGNED: Ef'1 .5 E." 44:2 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 7 5% 7_ y 3 -' 2 1 Lod-' -Z__ TEMP. !08000 382. 0 ENGINEER [ /� <JP_ N1i∎S 1 IJ a && f 5 3-23 7s CONTRACTOR / 7 l‘ 'o° A- 75t 3 - �. 3 8 __\ / 3 745 t.: T4' t� DATE 7.--/7/ ` lio 0 CERT. NO. 99 - o1 SLUMP ASTM C -143 PRO E u + \ N. 1 - e I . - 2Z - II WEIGHT ASTM C -138 YIELD LOCATION 6 2,2„. 50..4 Ncl ASTM C-1 BLDG. PERMIT NO. OWNER S so q 3 /1 WEATHER r••-..310-6 TEMP. AT AT AM PM ENGINEER [ /� <JP_ N1i∎S 1 IJ a && Q Dom" ARCHITECT TOTAL CONTRACTOR / 7 TRUCK SAMPLED ' 3o S TRUCK TICKET NO./ 25 MIX NO.II25 TIME SLUMP ASTM C -143 %AIR WEIGHT ASTM C -138 YIELD CEMENT FACTOR ASTM C-1 CONC AIR S so q 3 /1 CA. 11 5 7 Sg3.7 2.3 TOTAL BATCH DATA FOR 1 CU. YARD DESIGN WEIGHS % MOIST ADJUSTED WEIGHTS C *i,sj) FA. i 1 CA. 11 5 7 WATER 2.3 TOTAL T SAMPLE P/U DATE THE FOLLOWING WAS NOTED: 2 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823.9800 EVERETT TO' ATTN: AIR TEST METHOD: 0 PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear PRODUCERS: CONCRETE S4 c CEMENT �j ea AEA ADMIX. wR•Dia' `y 424 CAC12 PLACEMENT AREA & NOTES p`- R'G C- (� \ 4r 1 51.0 • e efi O J o eat-eoha e� REVISED • 9/97 C, FIELD TEST DATA COPIES TO ' _ - r e4- /Z '7 TEST METHOD 14251 259.0817 COMPRESSIVE STRENGTH .nJ..u.Mib t5�1 -:RYat 4'4IM;J..Y7 ?Y +4Mn, Gi.F{Mt.Mti�s,•.>'fiH'NUbrW f�fusiw!vq.ibCti!.,fyineia..ro FIELD REPORT No. 39464 ^ ASTM C -1231 3 f ❑ ASTM C -617 INSPECTOR. SIGNED' SAMPLING IN ACCORDANCE APPLICABLE CODES & SPEC CU. YARDS PLACED "2 DESIGN STRENGTH 1 000 fr ,-4 e .t4. p4 c-G G 5cLe., L c, 1r- e.Q �f( b(e.4 4o oL r- L. CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 1 0 5214 12919 N.E. 126TH PLACE REPORT No. No KIRKLAND, WASHINGTON 98034 (425) 823 EVERETT (425) 259-0817 DA 1.5/.ex2f) I C ERTr, I TO: R57:tr'11%.71VFE) PROJ T '8frt4er 041(( LOC TION -1 11o• . reik-ba— BL - RMIT NO. OWNER MAK U 1 LOGO EATHER t .0 TEMP. AT AM AT PM C•ChvlivlUN:TY DEVELOPMENT ENGI eArt'S aerttia (4 ATTN: ARCHIT I -1 o vv ars.kaPT5 ..-- CON RACTM / (2) INSPECTION PERFORMED RESTEEL/CONCRETE RESTEEL ONLY RESTEEL/MASONRY STR.STIWELDING OTHER STR.ST/BOLTING (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS — SLAB AUGER CAST PILES COLUMNS ILLED PIERS — WALLS — — — BEAMS (4) LOCATION (AREAS) . A ' - "Y air - ,0 la • All st 11111P / (5) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONT T SEE CYLINDER REPOR • 7. YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO - t REMARKS: ( 4J/ S E + Y f (.42c.LK pet—r 6't A (0 S Kai.1 R ` ° n4()s.1- a / d--ra 611( d ro vtei s 410 ;_ dol 40 'RV' IL • COPIES TO: INSPECTOR: FIELD REPORT SIGNED: AtgirPi)-)41(r-o)A-rio REMARKS' (e3e\L.4 "D\.\ 2,2s\e .. V\c`cse • � e ArcLA. -- . COPIES TO: Revised 12/97 eC ‘‘ V S3 vA.S CIANAAvv a-ao ! L.. L3 \c,In . ( 4- �o►,S� Q °ecC ■.e6 2- \oca, j tJ 2S INSPEC FIELD R SIGNED: Le)te\cir-,, I. CASCADE TESTING" - LABORATORY, INC. TESTING & INSPECTION / ENGINEERS KIRKLAND, WASHINGTON 98034 (9 12919 N.E. 126TH PLACE ,5).82 EVERETT �g�7 PREVIOUS 0 9 9 2 5 0 REPORT No. No. DA TE 2 is OD CER1 19� ... TO: (( ����^v �'"" $ ) - Qsq. 3.9800 If"'Y� t'�....'� d e ; l3 `t" 4a,. „M FEB 2 9 2000 _ C� ���t��j �tI I Y '1.'1..1., PROJE Go4 CA..- cii.rocce M A LOCATI '11,s '11,s L)MVt -L-tii1 v . B (� - - IT NO. � �-/ '.0\ OWNER WEATHER G , TEMP. AT AM AT PM ENGINF EIT `.'C ^ 1/4...)A A ATTN' ARCHITECT CO NIjR1��OR (2) INSPECTION PERFORMED / RESTEEUCONCRETE RE EL ONLY _. RESTEEUMASONRY STR.ST/WELDING -- OTHER STR.STIBOLTING IT INSPECTED ._ _ FOOTINGS — _ AUGER CAST PILES — DRILLED PIERS — FO NDATIONS SLAB COLUMNS WALLS BEAMS -- — CwN,A LOCATION (A c�� S) e..0\e ev` i \ .\ �'� 1-O L � SOS /o Ir.. •' A v\.r¢?- ! /r.p.esz__ - ----J`ps.e.v, c'' ' PA4, ; 3z) e.cb w11. M,\e (5) CONCRETE/MASONRY SUPPLIER MIX NO. DESIGN STRENGTH (f'c) TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT ( SPECIMENS CAST %) SEE CYLINDER REPORT NO I YES NO _ ITEMS INSPECTED WERE IN CONFORMANCE ; ITH BLDG. DEPT. APPROVED PLANS, SET NO. _ • REMARKS' (e3e\L.4 "D\.\ 2,2s\e .. V\c`cse • � e ArcLA. -- . COPIES TO: Revised 12/97 eC ‘‘ V S3 vA.S CIANAAvv a-ao ! L.. L3 \c,In . ( 4- �o►,S� Q °ecC ■.e6 2- \oca, j tJ 2S INSPEC FIELD R SIGNED: Le)te\cir-,, lid CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 1 0 2 4 5 2 jo 2919 N.E. 126TH PLACE REPORT No. No IRKLAND. WASHINGTON 98034 (425) 823 EVERETT (425) 259-0817 DATE 4)40 I CE94 03 -0 / TO: PROJECT 514 CAE 0 J-e-le-- 719.4--// LOCATION 2 . BLDG. NO. OWNER WEATHER S-; A e EMP. AT AM AT PM ENGINEER D Q. a N 3 /4 i&ikeit-Leillekbi ATTN: ARCHITECT Oft Si- 44 II CONTRACTOR/2 f 4-30all ie (2) INSPECTION PERFORMED tILRESTEEUCONCRETE RESTEEL ONLY RESTEEUMASONRY STR.ST/WELDING — OTHER STR.ST/BOLTING (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS AkSLAE AUGER CAST PILES COLUMNS — DRILLED PIERS — WALLS — — BEAMS (4) LOCATION (AREAS) 5! 114) 412.ma ale a f-4 id C) 1 le ea. e 11- 1 6,../ ...0 ikiene.s.te..... (5) CONCRETE/MASONRY MIX NO ' IRS - 2--- DESIGN STRENGTH (f'c) 4 C, 0 SUPPLIER S TOTAL CU. YD. PLACED LP SLUMP (INCHES) 1 1 SPECIMENS CAST 3 4. IL- 1 z___ AIR CONTENT (%) SEE CYLINDER REPORT NO. _ NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS: Revised 12/97 p i G. .L.G s fez it- )41 INSPECTOR: wilecC Lis:" AitIo Imm/ COPIES TO; FIELD R PORT SIGNED' CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 6920 Z 9 z--/6 7 L. ►z AT AT I/O 96;0 3920 ENGINEER j 147s 6 3 -$ 2-8 CONTRACTOR I. ley 42 Z 3— $ 2$ DATE Z / `��o CE T. NO. V908 -b SLUMP ASTM C-143 PROJE ev � _I2#0g41 44. C . UNIT WEIGHT ASTM C -138 LOCATION I LOCATION bPZZ � °4� CcN.•'e CEMENT FACTOR TEMP. ,BCCI . IT NO.' 099 a/z OWNER AIR 6 :oo WEATHER TEMP. AT AT AM PM 0 6 7 0 IP ENGINEER j 147s ARCHITECT 3,9; TOTAL CONTRACTOR I. ley TRUCK SAMPLED a 0,s-- TRUCK TICKET NO. ) Z2 5 2 MIX NO. y8S z. TIME SLUMP ASTM C-143 % AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR 6 :oo al CA. i� 578 TOTAL BATCH DATA FOR 1 CU. YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT FA. 1 CA. i� WATER TOTAL FIELD CASCADE TESTING LABORATORY, INC. REPORT No. / a 4 C ••••-- TESTING & INSPECTION / ENGINEERS REPO 12919 N.E. 126TH PLACE EVER TT KIRKLAND, WASHINGTON 98034 fF,�,(42 823-9800 5I 259-0817 FEB 2 3 2000 COMMIUNMTY TO' © EV - L. OPMEN ATTN• THE FOLLOWING WAS NOTED: SAMPLE P/U DATE PRODUCERS: ocvlCCn _ 0/07 FIELD TEST DATA AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear COMPRESSIVE STRENGTH 2 -/0 - ego CONCRETE 5 41, L ,,2'ASTM C -1231 TEST METHOD C 3 9 ❑ ASTM C -617 CU. YARDS PLACED (O AEA ADMIX CAC12 % DESIGA STRENGTH 40 C C. PLACEMENT AREA & NOTES Tae.'e (f S \ 4 I N ews. er o 4 PIO R S l oiv. S (L /1 t p 1 • ID w C.1Le e- 41 \ Loll noa0S : rL-leQ LAS i vd , vI b R c •o 12_,._ COPIES TO TT' EA'B I O 1 ``' CEMENT SIGNED• �" ° ^�� 38869 SAMPLING IN ACCORDANCE WITH C - 3 / APPLICABLE CODES & SPECS ) ` CASCADE TESTINCi.. INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 1 0 2 2 2 0 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 -0817 D OQ Ci 7 ,1 TO: T c 694.\\A-e__ CI cv\;\ LOC 9/1� \4 1...1 A a._ A � BLDG. PERMIT NO. 4° c OWNER WEATHER TEMP. AT AM AT PM ENGINEER ATTN: ARCHITECT M ,Cuic\ J ` r... CONTRACJSRI .. - r i ` (2) / INSPECTION PERFORMED / RESTEEUCONCRETE _ RESTEEL ONLY R,8TEEUMASONRY — STR.ST/WELDING STR.ST /BOLTING ER A,,` (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS _ SLAB _ AUGER CAST PILES COLUMNS — DRILLED PIERS — WALLS BEAMS �&— .— (4) (AREAS) y A e.\.- CN O Ne ��N , cis ‘ Apar. \ 02. ■ & \ 21'A 8 , CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT %) SEE CYLINDER REPORT NO ( NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. ,AYES - REMARKS: W ‘ sr%(C.h& e. -t , sz V \ a 6AeNz (bD + COPIES TO: � q ' P L Revised 12/97 v. � Co ce.&\ 42,2)‘ ckN re sNl02A taGea, et\AGN) INSPECTOR: FIE RT Acc,0 Ne Z /I Pgro 2 SIGNED' ��� CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 680 1 2- i i 7 6 ,./... 1z AM PM I i 773,70 9 /s© A ARCHITECT ix . L I I kwµ CONTRACTOR � 6H, PA.4 6Ay 2 �l • 3 ' .3 Z.fl --.) DAT� JJ a 17pylo._-'o 14 SLUMP ASTM C•143 PRO EC l� LOCATION (o z-Z So •.dam es...4.4,4--_ YIELD CEMENT FACTOR BLDG. PERMIT NO. X99 b1z-z— OWNER CONC AIR WEATHER l.fs,0 it TEMP. AT AT AM PM ENGINEER A p 5647 ARCHITECT ix . L I I kwµ CONTRACTOR � 6H, PA.4 TRUCK SAMPLED 30.5 0 TRUCK TICKET NO. 1 2 ° L MIX NO. 43.57-- TIME SLUMP ASTM C•143 °, �° AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR S}53.- `f ' /t, CA. ZI 4 5647 ill '1 {`S TOTAL BATC14 DATA FOR 1 CU. YARD DESIGN I % MOIST ADJUSTED WEIGHTS `y� CE Et .. L f T FA. I6 i CA. ZI 4 WATER ill '1 {`S TOTAL TD TO ATTN• THE FOLLOWING WAS NOTED: TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear SAMPLE P/U DATE Z • 7 00 TEST METHOD PRODUCERS: COPIES TO • CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823.9800 EVERETT (425) 259.0817 CONCRETE FIELD TEST DATA AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 54-0 e.tZ TI(\ ---2. COMPRESSIVE STRENGTH FIELD REPORT No. -STM C -1231 L . c1 ❑ ASTM C -617 SIGNED 38865 SAMPLING IN ACCORDANCE W TH t APPLICABLE CODES & SPECS -, CEMENT CU. YARDS PLACED z.3y y 01,D AEA ADMIX al CAC12 % D DESIGN STRENGTH PLACEMENT AREA & NOTES ; C f— GG-- 1 4 + Q 6 N e, /� 4 o 4-S �Ie.Or�S C O (4- �C- Lc /A�► e.�c aA•l�l4� s 1I rof i,J tts,,.i-„ IF I ex_, d B . Re- 5 C 1.e. jk-J D wJ a oMs Zp.is ,a.l P � QA 4-ed. Z/ala CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SQ. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 64 AIR 2 i i - 7 6 12-- TEMP. i i 7 73i) 4 11,50 A (,841 3, 2.5 /55 6 O 3 OW 2 3. Z$ I SSJeo 3490 .A.- DAT� / /J C 7 e 7 . . 8 - in SLUMP ASTM C -143 PRO EC p,.,,L Ceder 1,..L. ,,e411 UNIT WEIGHT ASTM C -138 LOCATION t o LZ. 50.4K es..4-1.s--- CEMENT FACTOR TEMP. Bo - O. Q1z OWNER AIR ,s'iSs' 99 R '— TEMP. AT AT AM PM Fjs IO It ENGINEER D ARCHITECT yx . L. 1 CONTRACTOR rk ] 6 k eA4 TRUCK SAMPLED 33 S TRUCK TICKET NO. I 2--Z- MIX NO. 4852- TIME SLUMP ASTM C -143 ° �0 AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR ,s'iSs' `f I /sue CA. 2.) 421.----" S7,..6 1v$ 9 IS TOTAL BATCIII DATA FOR 1 CU. YARD DESIGN W % MOIST ADJUSTED WEIGHTS y CE E 1 4 11 90 4 FA. I&9 CA. 2.) 421.----" WATER 1v$ 9 IS TOTAL 10 TO CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 1425) 823.9800 EVERETT 14251 ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA MAR 14 2000 COMMUNITY DEVELOPMLI" AIR TEST METHOD: ❑PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear SAMPLE P/U DATE 7 00 TEST METHOD PRODUCERS: CONCRETE COPIES TO • G]FVICGII - 0107 -2. l-) 3/9 COMPRESSIVE STRENGTH FIELD REPORT No. VNa-FHtxw.w..If WY.rme.HY 38865 SIGNED' -iSTM C -1231 L ..7 ❑ ASTM C -617 INSPECTOR: SAMPLING IN ACCORDANCE W TH C 3 1 APPLICABLE CODES & SPECS -, � EMENT� CU YARDS PLACED V3'1 al AEA ADMIX 4154 CAC12 % DESIGN STRENGTH PLACEMENT AREA & NOTES ; 0 f- 9- ec.- I hi �4 e N c• 42 4 o Its 4r-0-04--S C o ie4-re ,) L.. to ft e e ,‘ 13 A4-teo Coa SO I r 144-0 Ar 14 So •:ti 1' I ec,., ()I ill' ( Re-54ee43A C' 1.e.. �.k -erX Ow p4e0 r, oas - 1 - p , i5 ,e..I QA 4-eS z -/ziaa • T CASCADE S TING LABO RATORY, INC. TESTING d� INSPECTETION /ENGINEER ' 1`919 N.E. 126TH PLACE K,RKLANO, WASHINGTON 90034 (425) 823 - 9800 EVERETT (425) 259.0817 PREVIOUS 10 2 7 2 1. REPORT No. No DATE I 2 !3)00 y Ci i vo. s _ O i (- I V T To: PROJECT' 5 O 4. 1. C e.n.a 4- arc-- 7A4 i I LOCATION o 6 Z Z S c A +, C. o ,a 1 t . " ;3 I J o+k BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM AT PM ENGINEER ATTN: ARCHITECT CONTRACTOR (2) INSPECTION PERFORMED — RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY — STR.STIWELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS — FOUNDATIONS — SLAB _ COLUMNS — WALLS BEAMS — — — (4) LOCATION (AREAS) CONCRETE/MASONRY SUPPLIER MIX NO. DESIGN STRENGTH (f'c) TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT (%) SPECIMENS CAST SEE CYLINDER REPORT NO YES NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ _ REMARKS: COPIES TO: Rw,nanA 12197 r,J R-D N � D a- r ra auk S�.4' " c�- Z/y J O INSPECTOR: FIELD REPORT SIGNED' // Ir / • CASCA TESTING LAB INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 102446 12919 N.E. 126TH PLACE REPORT No. No KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 -0817 - DATE o� r CIT 9 -o l TO: E — )C) k* L C .B..i M 1G-I LOCATION .- 1 - 14 k•••$),1 IN BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM AT PM ENGINEER N 4tLL,Jlap1 gig ATTN: ARCHITECT 'I k 0 CONTRACT (2) INSPECTION PERFORMED RESTEEUCONCRETERESTEELONLY RESTEEUMASONRY _ STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS _ SLAB _ _ AUGER CAST PILES _ COLUMNS -- DRILLED PIERS — WALLS "f'R*..a Pi BEAMS -- — — L (AREAS) re0 ~ 4 6,9 NO c.o S °''-- CONCR MIX NO. DESIGN STRENGTH (Pc) SUPPLItrt TO • - . o ' • CED _ SLUMP (INCHES) SPECIMENS CAST N T ENT SEE NDER REPORT NO. (o) YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ _ COPIES TO: 77 . A ' N - r 22I i INSPECTO F1 EL R SIGNED REMARKS: e @S T.°. t°.., / ►. Cr 'l..1 p, T ne, '1 Q e,..z ;'* 3...1 lJ a 1 J 9 q 240".. ( N5 I «,e_ ` i 7- .) " o Cr L� f.. I 1� C w 4..e$ /�l ,�.s --b b e ra ‘21 $ \ LD CASCADE TESTING INC. �" TESTING & INSPECTION / ENGINEERS PREVIOUS 1 0 2 5 2 1 12919 N.E. 126TH PLACE REPORT No. No KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 -0817 DATE / G O 0 7 C�qT• N�o $ '` / TO: PR CT \ ' � j (� �► d re..- t v-�.�\ LOCH C �\\ .A- 4X\ C., W BLDG. PERMIT NO. , k ' ' 40e2Z. WEATHER TEMP. AT AM AT PM ENGINEER e-( %...,e k- ATTN • ARCHITECT `` liA \ �V f- COCTOF; . ez :)c%.7 t/e7 (2) INSPECTION PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY ST0TT HEEUMASONRY _ STR.ST/WELDING R - STR.ST /BOLTING (3) ITEMS INSPECTED - FOUNDATIONS FOOTINGS _ SLAB ._ _ AUGER CAST PILES _ COLUMNS - DRILLED PIERS - WALLS - BEAMS e' Ci�l1^. rf ( LOCATION (AREAS) t4 0( \ ( 4C .... 1-S- s 'Cc...A.11.-0\7-j IFOA.!_c \ ,.. , coy■NeAt s C2.-- Vcy 0-.A.sV to "..C._ ref psi. CONCRETE/MASONRY MIX NO DESIGN STRENGTH fc ( ) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT %) SEE CYLINDER REPORT NO ( NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ YES _ REMARKS V e4"( ■.e ` ` eA..e..\z CD-S ~ ' r Z boar S rti- CLACLO C n�.uti E?.vv tck 2 , 2 44. Revised 12/97 COPIES TO: r / / M - •r FIELD REPORT ' /2 Ito e_ ek etka.c.42_ek Cito( INSPECTOR: SIGNED: \ L CASCADE TESTIN&-- LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 -0817 •.• PREV IOUS 10 2 0 21 REPORT No. No DATE CiE TO: PROJ -Q , Q-__ Vy`]l•. LOCATION L.J L` a- L■ Ck '� B � LDDG. PERMIT NO. t:ggV122... OWNER WEATHER TEMP. AT AM AT PM ENGINEER e C I 'en...0 e t.\ el_ ATTN: ARCHITECT K\ t`; I\- CONTR P-.y ( 2) NSPECTION PERFORMED _ RESTEEUCONCRETE RE EEL ONLY RESTEEUMASONRY STR.ST/WELDING — OTHER STR.ST /BOLTING ITEMS INSPECTED FOOTINGS „ AUGER CAST PILES -- DRILLED PIERS — FOUNDATIONS _ SLAB _ COLUMNS — WALLS BEAMS — — (4) (AREAS) r 1 f �- ' l l ,s\4/ t% C W vL G .1 ....), s 2 . (0 (5) CONCRETE/MASONRY SUPPLIER MIX NO. DESIGN STRENGTH (I'c) TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT ( SPECIMENS CAST %) SEE CYLINDER REPORT NO _ YES .` NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS' e.k O c S3 ` [ O ✓L. O L3Aet C", A, e" 4 -V)ceN. c\t' ve__ `t\i 1 ( 1..) e\ c\ d _ L,7�� t, ► - C w c s:1cm C� ( Ak.)S D \ - \- `i coSeAcq v.. c C.cwk- (5r\ \<." c tin& s W Ct �-' `AVM l .�._.- rri� , Ala . � ;. INS', • COPIES TO: I / r - d/i FIELD R Revised 12/97 //.2 SIGNED. DATE L / so q C 4q c o, g ` PRO.. DAL Cv ` e_ M as LOCH J L3 \ a., t-.3'N, BLDG. PERMIT NO. -ay -022 OWNER WEATHER TEMP. AT AT AM PM ENGINE S a'e< t...)e \ ARCHITECT o^^ c,.v e_,./ CONTRACTO t, � � t TO' ATTN• AS REQUESTED BY: THE FOLLOWING WAS NOTED: COPIES TO • • //1:7-- / (: r CASCADE TESTINC...LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND. WASHINGTON 98034 EVERETT (206) 823.9800 (206) 259.0817 SIGNED' PREVIOUS REPORT No. No, 63837 I 6. g - d rocs « S S a \so G. e X e ex kkr, CP--C4S e-y‘NI (17 a� � p tf.,\ll (1 s GQ o ocs et,A) rox art 4, al 23 SIC to - SAC 4.0 N L)c 0.420.N c` 44,V M _ t)kor j '\%A cry t V . DATE n .99 CE2T. 7. f 0 / / PROD 0J - ., ��e.-- nom. LOCATI.O l 44 W BLDG. PERMIT NO. ck ci b \ 22 OWNER WEATHER TEMP. AT AM AT PM ENGINEER -P. c �\ a, ARCHITECT ^ ,� k.,\-,..) A.' CONTRA ` � � ` / 1 T CASCADE TESTINS-cABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT TO • ATTN• AS REQUESTED BY • THE FOLLOWING WAS NOTED: N \cc 6 - s\ 1 S } G v,1 J \, k • 0(N..• ck\ � U I� LN cA « ce.. c\'2 Cc P.( Q - �Ne\C L y -Q.P\ Lo COPIES TO: J PI' 6 rn :77 / /1.5 (206) 823 -9800 (206) 259 -0817 SIGNED: PREVIOUS REPORT No. c r• \..e.-0i• Cam- v' ) c-V io r� 7(% a • 4i W4 - MEW i r No. I 63847 o r\_., \N j .ey c t ,c,) S 9- I ) , A.) t. r. c k . CNA) 6 ,v ) C r ,� o ( 22 a rL IQ C en, C r� S t rc`- \ , tom V \ C&- (10\.&1 O f\ c7 S k \DC -C k.‘\, (7 1\Ir c - a GUI() 1 ,%)0Xell,%;\• tf SS V. LL�Vf C , s C , ■ti ctccor ck c,.,l\,LC_ t 0 of-\.\ ce, a/0 c .\ 82,V 9 ra at\ \ 10..E — SY cJ c.) J c CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SQ.IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 5 12(0 i -, us 7 X ,_ A ENGII - KF S68so ?ow o A ,SW82 TOTAL ! - S•oo -� x '/400 33 3 pi 8 3 -4/ 1•2•0o g MOWCONFORMANCE DA72./5 [ 71 Cvo SLUMP ASTM C -143 PROJECT S, � rr 1 er — 5k 1QKe Met. t UNIT WEIGHT ASTM C -138 LOCATION 1- • ' I �1 TEMP. i��J =si- 4 = P R IT NO. / /� / y4i d / 2 WNER AIR W THER � 4 4/40‘10510. EMP.� I AT� �� (C a AT ' PM A ENGII - KF ARC IT • ' (flt�t� Pc( rd` l wafer- CO .TR A IL v fa (1 e)Lt 1 TOTAL TRUCK SAMPLED y©? TRUCK TICKET NO. /t( 75 MIX NO.� .53 TIME SLUMP ASTM C -143 /o AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR 666 gf1F4i4 Ct �/Q � rd` l wafer- 7 �. TOTAL / ( BATCH DATA FOR 1 CU. YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS AIL C ET1T r�7U �r, FA. 666 gf1F4i4 Ct WATER rd` l wafer- 7 �. TOTAL / Vt. 1.1] CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 1425) 823.9800 EVERETT 14251 259.0817 TO: ATTN: THE FOLLOWING WAS NOTED: TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear SAMPLE P/U DATE 1 2 • • 9 e1 AEA 3' ADMI PRODUCERS: CONCRETE PLACEMENT AREA & NOTES 5 " I' r• P ek)(k // �- 9r cf a COPIES TO . /iC.-- — 4 - lec ~/4P-772 E REVISED • 9/97 FIELD TEST DATA AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR El VOLUME ASTM C -173 COMPRESSIVE STRENGTH M'ASTM C•1231 TEST METHOD L.14 ❑ ASTM C•617 FIELD /D�365- f REPORT No. G.• SIGNED: �■"" 37584 SAMPLING IN ACCORDANCE W APPLICABLE CODES & SPECS. CEMENT Tire • .Z: CU. YARDS PLACED Cf CAC12 _ % �� DESIGN STRENGTH 6 • _ tom.!. . r M',tl< „a[.. / �1Ir'0� --0 fi�rr//�� INSPECTO f -���— �/� z` Ip4% CYLINDER NUMBER DATE M ADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 3 /2(8177 r z. (S 7 f X /-7, ENGINEER AKT 56850 zo t o h S x,182 l r - 5• oo ..g r 1 L/'DO 334/0 3 .'Y 2 3 �/ Z •Z •Oo , ' �' `I� i oSio o 3 8 2b ,A ii014pCONFORMANCE DA � j!J l � / C t/ F.— O SLUMP ASTM C -143 PROJECT 1 A.ti ' o4 .f ii. UNIT WEIGHT ASTM C -138 LOCATION - "__- !. I 4 A 4co B/ TEMP. NO. r = fii2 0 NER AIR •THER //I; 4 ( 5i O TEMP. ATW V‘ e AT PM ENGINEER AKT WATER ARC IT 1 tk CAS 7C CO TRA�Cp R /11/ IP fl COLffsi 1 TRUCK SAMPLED 4 /07 TRUCK TICKET NO. ! (j ?T MIX NO.W.53 TIME SLUMP ASTM C -143 /o AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR / c tE'i �� �� WATER r7f 7C ' e 1 • ( BATCH DATA FOR 1 CU. YARD DESIGN f WEIGHTS % MOIST ADJUSTED WEIGHTS C E'NT gQO 3C e (6 ` �C1 , ! '�7/D �C�.. FA. C 7 WATER `e zt.( Wk.( TOTAL 1 REVISED • 9/97 THE FOLLOWING WAS NOTED: SAMPLE P/U DATE 1 2• 7• 9 k CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (4251 823.9800 EVERETT (4251 259.0817 TO ATTN• FIELD TEST DATA AIR TEST METHOD: El PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear r -- - eChn Crh COMPRESSIVE STRENGTH ASTM C -1231' TEST METHOD L• 35 ❑ ASTM C -617 PRODUCERS: CONCRETE 1I( CEMENT i VF �•a- -- AEA 51 ADMI h ` CAC12 % PLACEMENT AREA & NOTES 5( P )14 1k - eitirl JQ INSPECTO ' , J COPIES TO' /A< — � -rn� _(]' 6 I - / LC ,* � F� ,; /9 • FIELD No. /D z3 Y� SAMPLING IN ACCORDANCE W TH APPLICABLE CODES & SPECS �r CU. YARDS PLACED DESIGN STRENGTH Won 37584 SIGNED' FEB :1. 0.2000 . COMMUNITY DEVELOPMENT LO CASCADE TESTINN, LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 10 2 3 6 5 12919 N.E. 126TH PLACE REPORT No. No KIRKLAND. WASHINGTON 90034 (425) 823.9800 EVERETT (425) 259.0817 DAT c 77 1 / 7 7 CE�j N O•n 6._O 4 C To: IJEECCII- PR C T J / C Pr S/(Q L ° ppp ATION OC BLDG. PERMIT NO. per 0 / .2_ OWNER DEC 2 3 X 999 ATHER I4 IG�S/J ' TEMP. AT a e /6 O eta PM ` il l CON" ?MEW. DEVELU 1� ENGINE R R t,....._ ATTN• ARCH TEECTT _L l,, � 'V l(T 140CA Par CONTRA / (2) INSPE ION PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS _ SLAB _ AUGER CAST PILES COLUMNS — ILLE PIERS i t 2 — WALLS Si' et" tel I K BEAMS — — I / 4 C I • C . i A► f '" ( LOCATION (AREAS) as► �► t. / 7 A u - 9 "pP .1e t! o ` -/) Q '�'�" e <rs' (, CONCRETE/MASONRY MIX NO. 7g S'< DESIGN STRENGTH (('C) 9MO S 51 - 0MO t TOTAL CU. YD. PLACED s SLUMP (INCHES) �( y S, SPECIMENS CAST 1 ^ 7 I o AIR CON NT ( /o '' � SEE CYLINDER REPORT NO 5758 YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ REMARKS 7/ e� ( K / ` _S )r � ` ��� �� c c p r - o f q licoce h ( • O lP a i (� c ze 1 we elCPri 1-- ! / (L ! 0 c<et ecil oote tr1 V X ePc'X S C� (W P r O l Cn G(e. eat C da `Cre/M 7 c r t c 14 ((A. Se, l C.(Q `(74 (/St G( ce 4 c V /40-cl 617 COPIES TO: 7 72 - - C + .. Revised 12/97 INSPECTO "eo ex° z-c(st: p4 _s, 0 Fl E D REPORT SIGNED: # CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK Sys 1 1 ��. 7 x /_8sa AR/4 't' +-k '* o,k ` s zora 5 5 W82 { f ''s•0° Z'g SY 8 3 I S c 6 2_..? D72./J L cl� — 0( TIME PROJECT PROJECT $NCO r' /i4J S, /° AIR LOCATION �' 3 $ 6,K7 B4/0 YIELD BL T r- /7-z OWNER CONC W THER 1 /Teri/Z1'(/f5i TEMP. a ATg,/' y60 AT PM ENGINEER 6K . F . AR/4 't' +-k '* o,k ` s v . 5 CO R R �v /G (./ �Oif { f TRUCK SAMPLED yD g TRUCK TICKET NO. ! / f ?7S MIX NO.W53 TEMP. TIME SLUMP ASTM C -143 /° AIR UNIT WEIGHT ASTM C•138 YIELD CEMENT FACTOR ASTM C•1064 CONC AIR C WATER (crf .( Wafts 5 TOTAL ( BATCH DATA FOR 1 CU. YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS C E'P1T GJQO e3or, 664.6 94 FA. C WATER (crf .( Wafts 5 TOTAL THE FOLLOWING WAS NOTED: SAMPLE P/U DATE ) 2 • 9 • 9 4 REVISED • 9/97 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 1425) 823.9800 EVERETT 1425) 259.0817 TO' ATTN: FIELD TEST DATA AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR 0 VOLUME ASTM C•173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear COMPRESSIVE STRENGTH .0'l7STM C•1231 TEST METHOD C-' G .' l 0 ASTM C-617 APP SAMPLING CABLE CODES & SPECS TH� .3/ PRODUCERS: CONCRETE kfP(f) CEMENT ` yr °• CU. YARDS PLACED AEA 314't / ADMIX CAC12 % DESIGN STRENGTH PLACEMENT AREA & NOTES � t r" P C �1 �{ [ k �.o /0/A4 L� ' `1 r � C��(��► or-6 r INSPECTO f IOWA ll r�a COPIES TO /�C-E'"' — FC— /'i P-772 E FIELD /D �6 REPORT No. G.• 37584 SIGNED. lic CAS C ADE TESTING LABORATO INC. TESTING &INSPECTION /ENGINEERS PREVIOUS 10 2115 12919 N.E. 126TH PLACE REPORT No. No KIRKLAND. WASHINGTON 915034 (425) 823.9800 EVERETT (425) 259 -0817 DATA .Z/ g CE9 p, s ) _ 6 / 7 `` mil V TO: PR T ° S to 3 C.e4..3(. 2._ c.)\.4\ \ LOCATIO C;v .. `\ BLDG. PERMIT NO. D o \ 2 OWNER WEATHER TEMP. AT AM AT PM \ ENGINE \-- C.. \ ATTN ARCHITECT \ \ L \�\ 4 � CONT2R 2) INSPECTION PERFORMED _ RESTEEL/CONCRETE RESTEEL ONLY ESTEEL/MASONRY _ STR.STIWELDING OTHER STR.ST /BOLTING ITEMS INSPECTED 7 -- FOUNDATIONS _ FOOTINGS _ SLAB _ AUGER CAST PILES COLUMNS — DRILLED PIERS — WALLS BEAMS — •Q, a■O'--) Q — (4) (AREAS) "' I Sv∎'�<- \,-,_S \ \` Co � ` \4 Cam•1 � �.e� w e, \ \ sec.--_ ��JJ (5) CONCRETE/MASONRY MIX NO DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ _ _ REMARKS - k c,< ) . k C *iC* D 4Z t )C°Q-€ 84 vc c " - 11 N Oc.n noel 10107 DEC 141999 COMMUNITY DFVELOPMFNT INSPECTOR: COPIES TO: --rA i' r P`, I A, P' ) 1` C- ,� .C./<-�tt D SIGNED: L) S� C G 8 or / _ DATE / 7 9 cE 2/4 0 4bs , ... pri _,..., . 0...,‘..,‘... Ca.,..VCe._ t\r‘cA LOCATION \ , -,,,\\ C._ t.--..... BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AT AM PM ENGINEER . \ irk_ ARCHITECT m A 1 CONTRACTO , 1- '.-- et. 1.e_...y ■,./ TO: ATTN: AS REQUESTED BY THE FOLLOWING WAS NOTED: \Zo \oe_ re c\.!+ cc 5\1(0C-oCZ s\e-cel, CC\ QCC reS r\z\z e- S Q • c \ 2 ) voc \ciow a\So 0a a L_D 6A. L3\9,2z-e_ c-ec v c.&'t- S 2- A- t _Je,OLS ce t.(42._ ts"-`-`r•- ) CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT (206) 823-9800 (206) 259-0817 C"e‘. (Y\ \ 42-- SCI,‘A. O ct. of. ce\c,,\)\ sNe../Vt\ie_ — 0 ( C..V 0 CA L) er,\' ScQc-\' 0 c - A COPIES T; -rec - fl - 2)( - 01P - SIGNED' PREVIOUS REPORT No. No . 63850 ' o va-OZ C-V ( 2-a \De_ Akik S\e- \ A./21.,) all . M ......ma a RIKICLAN17. WASHINGTON veo.i• (425) 823 EVERETT (425) 259-0817 DATE 9 9, gog-cy C E 12) NO TO: Ce&\ fT\ Ct\-\% LOCATION _...- BLDG. PERMIT NO. k A 0 % 2-2 OWNER WEATHER TEMP. AT AT AM PM ENGINEER ATTN ARCHITECT CONTRACTO Q. 14p... (2) INSPECTION PERFORMED RESTEEUCONCRETE /STEEL ONLY RESTEEUMASONRY Z R.STNVELDING OTHER STR.ST/BOLTING (3) ITEMS INSPECTED _ FOOTINGS AUGER CAST PILES — DRILLED PIERS — FOUNDATIONS SLAB , COLUMNS — WALLS BEAMS — — — (4) o N-- .2.,T.N c-c.ay.. Ps. S 25 SC_ kp c.A. s LOCATION (AREAS) C\ A, . Nr• r A.A, SVy \ (5) CONCRETEIMASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT (%) SEE CYLINDER REPORT NO YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS: Ve( (so ("\ 1 °— \,S L.) iy‘ %)k, C ek.,\,••■& CA.11 kce,Qt 0 kl.0 So °-3\‘ efa (11c e.o■ e) Si"' 0 ket. r Pk . \\ ( coc A 0 -Ate- L.) CLL INSPECTOR: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE PREVIOUS REPORT No. C - F TUAD FIELD REPORT COPIES TO: - - SIGNED: /„. No. 1 019 8 6 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK T217 %1•-1 g" 1i- or 7 Lck t •— uogoo gm fl SZ / 12- 1G a g 1 TOTAL +44350 i 20 A S2 i 7 .-- 12-16 ea g --- I► So boa 53.30 P DATE 11 - / Fr- 9, CERT. NO. T968 -0i PROJECT SIVA czh h YYIA I i IQ 2. ' cti, LOCATION iDaa . ,I); tL.v, .}'►- 61 0k1...;):). BLDG. PERMIT ■ e &l r - biz - ` WNER NIIIIIIIIIPPP 0 U E r6.Q 3 t TE -. AT AM AT PM ENGINEER 21.nv,;., Ff. '3eq_:fi1 t ARCHITECT s tiklAvta- Z 1 E L'wri it t CONTRALTO 1 `., \ 4 Li 0s61 S_ TRUCK SAMPLED # I li/ TRUCK TICKET NO. 109 Y MIX NO. 1 1S - 6 TIME SLUMP ASTM C•143 % AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR ASTM C1064 CONC AIR 5; �o � 3 1 / y — •— �-- Ali f' m L,3 i L WATER 0 y lbs TOTAL 9 7ie Li 19e> ii BATCH DATA FOR bCU. YARD ____Gk WEIGH % MOIST ADJUSTED WEIGHTS F V CEMENT 71,5 sp a �i i '"/ a ws. . 11 . 75 G WATER 0 y lbs TOTAL 9 7ie Li TO 'lin `1 A ezid.s 59,2 5 C f.,- R: 2- Pb C d LI r.)Itt t d, C)k O L1915i5- 22 ATTN THE FOLLOWING WAS NOTED: TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear SAMPLE P/U DATE AEA REVISED • 9/97 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823.9000 EVERETT AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR D VOLUME ASTM C -173 It- i4' - gy FIELD TEST DATA (425) 259.0817 COMPRESSIVE STRENGTH FIELD REPORT No. ASTM C -1231 TEST METHOD e ❑ASTM C -617 38573 PRODUCERS: CONCRETE�y�S A � / ESC CEMENT CU. YARDS PLACED tu�D� /ADMIX 14)4 / OZ b7 J CAC12 % DESIGN 1 / STRENGTH �v� PLACEMENT AREA & NOTES `�'' ( 4 i v d d a 1 le lAl c d / 4 !!a c d• a (1 l s4 S .�.s S Ova- . �-i, hr�n e r y _ INSPECTOR ;I 6 (- " • 1 6 444 7 C ) COPIES TO • /e C R. OP- l /70 /9 /AI SIGNED 'r'a "'._--°�'f� SAMPLING IN ACCORDANCE W TH APPLICABLE CODES & SPECS �' 3 tofx3 cJ �` ED CASCADE TESTING'•LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE K�RKLAND, WASHINGTO 9803♦ (425) 823 -9800 EVERETT (425) 259 -0817 i G�a c : , �d e�G].� ��'a�.'P PREVIOUS 1 0 932 REPORT No. No. DATE il� 1S'—`11, CERT. NO. C l 917a- `• To fi _ PROJECT S bo 4 c. % Mei 1 I P i VI tatii'IC^ -1 LOCATION IS Z A CS 0041 C e'r41. r rilkl.0 1 BLDG. PERMIT NO. OWNER n L ! d t' u �- l . 1C- � -tii d ) 0 V \ )'Z`i ' �1,S i WEATHER '1 TEMP. AT AM AT PM ENGINEER C.( V L4_Xi) CA ATTN• ARCHITECT (� L s . i :kr i CSI . CONTRACTOR INSPECTION PERFORMED RESTEEUCONCRETE — RESTEEL ONLY ITEMS INSPECTED — FOOTINGS _ AUGER CAST PILES — DRILLED PIERS ._ FOUNDATIONS LAB M9 Jii rlG RESTEEUMASONRY STR.ST/WELDING — OTHER STR.ST /BOLTING COLUMNS .i WALLS -_ .— BEAMS ( LOCATION (AREAS) S tA,L,) a" C 'Lk) AA LS "r-% t `i-- A 4 S 2-4r S S ot)i Z l -1 k0.AC.'c CON CON SUPPLIER MIX NO. L8J ` DESIGN STRENGTH (f'C) S ' Nl f �-L.� I TOTAL CU. YD. PLACED (P SLUMP (INCHES) AIR CONTENT ( 3 3 I 4 1 SPECIMENS CAST 3 (Ljt i Z) %) • -- SEE CYLINDER REPORT NO 3 , 5 7 3 YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ _ COPIES TO: REMARKS' � Z. \•Ie.'( 1 S 5 tql- r. a L- W L°1 `` " Gvt I ' Q FT ' � S Z � P--t l u y a " v d C L2i 4 f u. c. i 5 Et • acnike-a.41 ac 2 b l VIGt, r ro L,.3 ate,, cl LjC \PA c 90:\..v‘ ca U 1.t rte' c� Revised 1297 /0 FIELD REP INSPECTOR: '\ 9 M C.l (4-3-54. P LC 7 SIGNED' CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK �2,7 ii a 7I - z, — 7 IS 1- .— 1 / ?92O Fl SZ(G Id ! 12- I(_; R TOTAL 4:qy / 'L7 S'2 17 -� 12-16 0 ) 9 --- DATE J / - /S - 99 CERT. NO. 79b$ PROJECT SC.$041 C.41,1 iMnII IQzif1L1x41 -, LOCATION 1D+ r) i )4 Ci ke) I ) BLDG. PERMIT NO. V -biZA OWNER WEATHER n lei. t TEMP. AT AM AT PM ENGINEER 1 VI , 11 . S h*. ,- Bet..i- rI ‘ .r., l cl ARCHITECT ■L%vtLL.> L'atr) [ A CONTRACTO , � a\ -.1c_ •-f ( s ±. TRUCK SAMPLED # 4 /1/ TRUCK TICKET NO. J 3 l 9 9 MIX NO. 4 S `J' - TIME SLUMP ASTM C -143 /o AIR UNIT WEIGHT ASTM C -136 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR 5;50 3% -- .— — .4.1. fi t-/q 7 , ii3 y 40 Id ! a IL" TOTAL 4:qy / 'L7 igc)'u',i BATCH DATA FOR 6CU. YARD iilGPiGAL WEGHTS, % MOIST ADJUSTED WEIGHTS ( c� 7 g J ,9 - 705 A CA !I 75► a WATER Id ! a IL" TOTAL 4:qy / 'L7 • .- wi7GQ:,f. 1 ; :a ,.. : +ic:.;+i 4,31L.5 " .:. ;.'N(1 0:4:,::r.Gi:,4 nr;VHt k•VNtoi't+: ' ,t; rtrtx-cou:r, T THE FOLLOWING WAS NOTED: C FIELD TEST DATA ,etit t143 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823.9800 EVERETT 1425) 259.0817 TO c PtrlcirC Ackezi,1,S C7 rU iJ�Q 541,25 C� � P, n6A►o yyIy5- Li/2.2 ATTN. AIR TEST METHOD: 0 PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear COMPRESSIVE STRENGTH A+M1tkD01^• 1140∎∎ i!:eN:.C'tAbVNIIIM YtYMfil VII. FIELD REPORT No. /Iv 93 • , 38573 ASTM C -1231 SAMPLE P/U DATE I I' 9 / c� TEST METHOD C' ' '' ❑ ASTM C -617 APPLICABLE OD S SPECS TH . 3 / PRODUCERS: CONCRETE S : VON. rt. CEMENT - ±" CU. YARDS PLACED AEA ADMIX �Jt'� 1d CAC12 % DESIGN STRENGTH z O PLACEMENT AREA & NOTES f Ltj CZ h / A d d G L vl G:'v d /d /G C 2 d. 4 / &1') Mr i - a d s � .L� . tr.� ,S o-01 -4. EN i4' t c / c.e.) 3 0 INSPECTOR' 2 LIP / ' 4 I &tzs i 45241 C) COPIES TO 7 — ✓� — ' - / ze SIGNED '".. �j \ T CASCADE TE LABORATORY, INC I 1 O y TESTING & INSPECTION / ENGINEERS PREVIOUS 12919 N.E. 126TH PLACE +'" j }` ° -` . " r- "7 r """ I""� REPORT No. No. I ; KIRKLAND. WASHINGTON 9803+''. _, � -r' ; •.'i (425) 823 - 9800 EVERETT (425) 259 -0817 DATE f I Plci Il O8 ^ 0 1 C f -..' ' ' ` ` _ ' .,• FA/ t�... ' � TO: LOCATION $01..4 CAC A e.1.- MA 1 . BLDG. PERMIT NO. co 0 OWNER WEATHER TEMP. AT AM AT PM - ENGINEER ATTN. ARCHITECT � /O// th K I TOR CONT C `\ \ `41 Co wtyd7. (2) INSPECTION PERFORMED _ RESTEEUCONCRETESTEELONLY _ RESTEEUMASONRY _ STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS AB _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS — BEAMS — — (4) LOCATION 5 eo, e -S Ce ke..- CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (LC) SUPPLIER TOTAL CU, Y '� SLUMP (INCHES) SPECIMENS CAST Al - NT ( %) SEE DER REPORT NO `� YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ REMARKS* SIGNED: / - o C- ` �. Li z - S (� A Are— 14 ` z o%4.3 A- e.a 4+ C3 9 INSPECTOR: COPIES TO: ' E - 14 - , Tc - - MP- E-TuA:6,0 FIELD RE ` CAS TESTING LABOR INC. TESTING d� INSPECTION /ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 9803 (425) 823 -9800 EVERETT (425)259 -0817 PREVIOUS 10 2 0 2 0 REPORT No. No. DATE, 1 ' 1 9 I CE " D3 - D / TO• PR rO ) CYO C,e AA { e. fn ctl V \ v 1/4.... \\ c,.._ L... , BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM AT PM ENGINEER ATTN• ARCHITECT \- A� `�) ( N. CONTRACTOR (2) INSPECTION PERFORMED RESTEEUCONCRETE _. RESTEEUMASONRY -- OTHER �RESTEELONLY .. STR.ST/WELDING STR.ST /BOLTING (3) ITEMS INSPECTED FOOTINGS — AUGER CAST PILES -- DRILLED PIERS // / — FOUNDATIONS _ SLAB _ COLUMNS — WALLS BEAMS — — ( LOCATION (AREAS) - \. v\ SN y \ \ efOe rQ V .' ID \ „ •" N (5) CONCRETE/MASONRY SUPPLIER MIX NO DESIGN STRENGTH (f'c) TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT ( %) SPECIMENS CAST SEE CYLINDER REPORT NO YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ REMARKS COPIES TO: ,RC - 17 -AC-"/ 4P 'f 'TG(.( /-/ //p oe,/iam 19107 k Y`.)Q LY ) ON o S\ Q-C ( G \\� e,3 A sNe c cVY \, cA cc. << o LA a A 1 en T CASCADE TESTING LABORATORY, INC. J TESTING & INSPECTION / ENGINEERS PREVIOUS 10 2 015 12919 N.E. 126TH PLACE REPORT No. No KIRKLAND. WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 -0817 DAT 7 9 9 CER 8_ 0` - TO. P p er` E� CP'Y1, `` e. 1 ' 1 a\\ LOCATION ,� 4—...) \ (....D 1 �. BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM AT PM • ENGINEER a ec L.3, ATTN' ARCHITECT itn.3 (N, CONTRACTO , ■r C---4 (2) INSPECTION PERFORMED _ RESTEEUCONCRETE — RESTEEL ONLY _ RESTEEUMASONRY 'R.ST/WELDING OTHER STR.ST /BOLTING ITEMS INSPECTED -- FOUNDATIONS FOOTINGS — SLAB _ _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS — BEAMS — — `` LOCATION (AREAS) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT %) SEE CYLINDER REPORT NO ( YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ — _ \ee-C- -ree ‘"`)A4 e)(‘ AN e\ r- \, . rya.."- V c �) • / 244 •s 2b S ��So tx� C\42 C Q '(o .■( -QeA ,rto AcWo s \& \.� Q.. C\ w e� c�� � �:�., c� ccoc P.L.D s -\ Va.( 0.a.r■ • \•) 42-CC%-c■ o \ \c, ce,".� o� X a- +�C\•o rS a '�� co \S CZ mac, .„ QA .c , k.te �0 CE) Cov...c.r \e2_ re. S ) 2-3 '9 24 REMARKS: COPIES TO: 1K- A - be -i p -7C -1 u� i /i? \ - T 1110 CASCADE TESTING LABORATORY, INC. \_ TESTING & INSPECTION / ENGINEERS PREV IOUS 0 9 9 3 21 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 - 0817 - DA �. / /� ck p� 1,11 CE$T„ S _ / u! TO: PR E C J// 03 L Cam, \tom \c1/4. \\ LOCATI \ Pt W � l�v BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM AT PM ENGINEER ATTN • ARCHITECT ` 'r\ CONTRACTOR _ (2) INSPECTION PERFORMED RESTEEUCONCRETE _ RE ONLY _ RESTEEUMASONRY _ STR.ST/WELDING — OTHER — STR.ST /BOLTING (3) / / ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS _ SLAB _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS BEAMS — LOCATION (AREAS) . ) 0 C C\ S C�•�� c � / `• NO ~ %..)C-\\., 0"Cy 2 - 2. c \' /s2. (5) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (1'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ _ REMARKS C C . % Cti \ S� \i e-cc) ee\ CA, as - t• _W 1/4 A • S;n �\45 \• \• �\SC pct >.Y { C.-\< co.S. cemy% c\42- sv COPIES TO: 1N - A - 8C - 4 1& - //g Cn1/ieul 1 9/Q7 CL v CV k.v■ L 2 -(' o - (w\ .Q C� C\/\Cu ,n1A e \ S ev, k 0 C an vN \ c a2._ (0, 0< \lo INSPECTOR: SIGNED: ELD R atec,c a 02_ ►il c c \ ` � CASCADE TESTING LABORATORY, INC. 4 ... TESTING & INSPECTION / ENGINEERS PREVIOUS 1 0 1 S 7 2 12919 N.E. 126TH PLACE REPORT No. No. KIRKL WASHINGTON 96034 (425) 823 - 9800 EVERETT 'M"1 :°'•' 25);2 77:15•?:,-0131? DAT� / Z C � _ �_ L, .7 C.. L / L....:. L,. i.n.... 47 0...m I -., V 1':i 1 G 1999 TO: COz 1T PC ch Ce r t_V(e R\, LOCATION — ■X.L.j \� R. LJPC. Li V E_LL) IVICI BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM AT PM ENGINEE G to ` .., e ATTN: ARCHITECT ^_ \ CONTRACT c�� (2) INSPECTION PERFORMED _ RESTEEL/CONCRETE y sTEEL ONLY _ RESTEEUMASONRY STR.ST/WELDING — OTHER STR.ST /BOLTING (3) f ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS SLAB _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS —.- — BEAMS (4) (AREAS) O C \ S (0 ' A \\ \-e• C, `\c) t- S 2 2 &QN 3 Cb c , e`C r4. \(1 c vim. 1 , e\ A u Ak._ con. ca4A c cool cct 2 ,s� (5) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT (° /a) SEE CYLINDER REPORT NO YES _ NO . ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS C'" Q V \S ;�\ \■\+ C c (N. e\ kst\ - � o C , ) , 4 c=.ec-wi .s N) S O(1 ) C `3s c t? `2 k o r>, e c,(\ e p 1 ' �,J C C• rA -- ���� �a � Q� G\S� \. tip • Q C \'�C� �-J G� Cl \ ,-, tv e ( c■y`\ evOl e LQ. pr■ Q i c.a\S / J /S2 c Q'^- '''/s" 1 \► o c„0‘ k' ekNe \O INSPECTOR: SIGNED: ccCc� \ Q 5 COPIES TO: iPlam- 6. - IR(kBD FIELD REPO 7 2 c C\r‘cioY1 is Certified Inspection Services, Inc. Remarks: Procedure No.: 1 Base Metal Type: fe Surface condition: as welded Joint Details: Instrument: Mfg.: Krautkramer Branson Transducers: Mfg.: KB Aerotech Dimensions: .75" x .75" Dimensions: 1" dia. Tre- A sc -me- E -.7 3 / //I 1069 S.W. 328th Court, Federal Way, WA 98023 Phone (253) 927 -0626 FaX (253) 661 -2984 Ultrasonic Weld Inspection Report AWS D1.1 Customer: Cascade Testing Laboratories Project: South Center Mall Renovation Specification: AWS D1.1 -98 Job Description: Ultrasonic inspection of: complete penetration welds, as listed. Procedure T or Coca Butt Joint Joint l.: TC••U4b =GF Ultrasonic Equipment Inspected By: Thomas E. d B Date: 11/2/99 Job No.: 9908 -01 Report No.: 16955 Class: 6.2 Weld Joint: TC- U4b -GF Weld Process: FCAW Model: USK 7 Frequency: 2.25 MHz Angle: 70 deg. Angle: Straight Beam 'ev.( II • DATE I I/I i CE. NO. PROJECT cn: r m V Q.__ I I I 61 LOCATIOr>.! BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM AT PM ENGINEER <•"," C L •(- ,......\c‘ ARCHITECT i\iv A c CONTRACTOZ ca e-t- V--4 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N E. PLACE KIRKLAND, WASHINGTON 98034 EVERETT TO' ATTN• AS REQUESTED BY THE FOLLOWING WAS NOTED: e-( (1,(. sD .ce Ct. (c2) vv•c, c vrit.V 42.\.% Q.. 9 i2Ne 1206) 823.9800 (206) 259.08 t 7 1 2— ct\ fc-S- t y,yvk \r... e ce_x c_Gy f \\/ erc\_c› • (NI\ ct. SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY 24 21 ‘ie cA\ ‘, 41 4 .. \ \ , / PREVIOUS REPORT No. Cc.,YIAAS V ' sx.....12x..\- j INSPECTOR: COPIE To .1.e- A - 6C- nriP.- 030 FIELD R II C 6 c)S N9. 60.99 P k.e.A./ g `..-N _ 0 N . frk Q*42- i"\' t---aA Ce_.. L ni2,L, ,,,■_ i' ,' - 2."5 -- " SC- 0 y--k re' Ct %_ y •-P- ca.A c Q-- L C., C ( o S\ i.) c_\< 0-coN s (-12_c\ ce, (*e\ee.... A , t'N.._ CC) r' Pc W t 1(::s \t--..:) --k k \ SIGNED: 3 T 1 CASCADE TESTING \ 'LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 1017 2 0 KIRKLAND, W 98034 (425) 823 -9800 ^ . CO ^ ■ PROS . C AfQ \ \ LOCATION / c BLDG. PERMIT NO. O OWNER WEATHER TEMP. AT AM AT PM ENGINEER CA 94 \...,30.‘&_ ATTN ARCHITECT \\ CONTRAC ;.� i \ , ` (2) ( (3) _ F -- O \ ' — (5) CONCRETE/MASONRY MIX NO D DESIGN STRENGTH (f'c) SUPPLIER T TOTAL CU. YD. PLACED SLUMP (INCHES) S SPECIMENS CAST CONTENT ( SEE CYLINDER REPORT NO AIR C YES _ _ Y ` O t'4\ S OA e A \ 0 - -C t. N61C VN. � 2) c •€ / ._ r\v c \(\ ice Lo ca cz. ) e\ c, rtt\Ccd- 3 -- 2 \ cc cN ,01....s. e \.ea,,r` ,& / ©c c,.&& �A &s \'cy 4S G bca.c..r. (a,rC e •& \! A, c,4 \. c z s L, L \!0 • ' Ni \ - S2.t. 4) ( 0 A 1 2.\1 t.. S c A \e0 .) ( oy.c piNct. ,.v._ e,\,\Cc c a_ 21 / S INSPECTOR: COPIES TO: 112.0 -A -roc -. rnP- ' E- TuLFIELD R o SIGNED: Reweed 1 7 \ � T CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 1 0 1717 REPORT ,+� 12919 N.E. 126TH PLAC REPORT No, No. K IRKLAND, WASHINGTON 98034 ( 425) 823 - 9800 EVERETT (425) 259 -0617 DATE / �4, 99 cri o 8 . co z PROJECT Q C P --' LOCATION ` / \ BLDG, PERMIT NO. OWNER WEATHER TEMP. AT AM T PM ENGINEER ATTN. ARCHITECT (�( \ 1 4... J ` 1 ` h CONTRACT Q (2) INSPECTION PERFORMED RESTEEUCONCRETE �RESTEELONLY RESTEEUMASONRY �!" SI'R.STIWELDING -- OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _FOUNDATIONS _ FOOTINGS SLAB _ AUGER CAST PILES COLUMNS — DRILLED PIERS — WALLS — — BEAMS ( LOCATION (AREAS) c� ' CS `��O�t t�1 \/ ` n' 1 e LC Iz v . '' \ \ I„.s. -_ 27 vsi —4 .2-.t. (5) CONCRETEJMASONRY MIX NO DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO _ YES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS \"C Cvv\A C'� VlS3 ■ C.,...) a &1/4-:;\, 0 VN... I C-L,c- o,�■ \ C -- \' -..,.\\\ ,___) e ■, , N \ :„ 9 c:) ---,.\-■• c \ e �• - COPIES TO: 1 — ?— )44P472 E - •Tuk_Ao FIELD RE SIGNED: CI avi 10 IC17 C.-\ t. aC Ccuc A.cf4/1 e-2. L - Procedure No.: 1 Base Metal Type:. fe Surface condition: as welded Joint Details: Certified Inspection Services, Inc. Customer: Cascade Testing Laboratories Project: South Center Mall Renovation Specification: AWS D1.1 -98 Job Description: Ultrasonioinspection of: complete penetration welds, as listed. Remarks: Instrument: Mfg.: Krautkramer Branson Transducers: Mfg.: KB Aerotech Dimensions : .75" x .75" Dimensions: 1" dia. 46— ,k ,2 (//3 RECEIVVED 1069 S.W. 328th Court, Federal Way, WA 98023 NOV Phone (253) 927 -0626 =a V V 0 5 1599 Fax (253) 661-2984 ;OdL`l11fUN } "Y DEVEI - 0 ' _ .`r' Ultrasonic Weld Inspection Report AWS D1.1 Procedure x Approv TC- U4b -GF Ultrasonic Equipment Inspected By: Thomas E. Ho Bun Joint Class: 6.2 Model: USK 7 Frequency: 2.25 MHz Angle: 70 deg. Angle: Straight Beam Date: 10/27/99 Job No.: 9908 -01 Report No.: 16913 Weld Joint: TC- U4b -GF Weld Process: FCAW A L: "a�000 00000000000 0 c- r r��rrr- ���rr - d Z000000000000••. -+ 1 NN DA /E/2 6/99 C 7 O �' •d/ PROJEC OJ k Ce.nVe Mq LOCATION BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AT AM PM ENGINEER CZ ec L +3 A "L RCHITECT M CONTRACTOR \ \Ji c) CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE. 128., PLACE KIRKLAND, WASHINGTON 98034 EVERETT 12061823.9800 (2061 269.08 17 TO: ATTN: AS REQUESTED BY • THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. c-C' er\- J vt.) C Y 1 O r\ SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: C- P- 6C- 171P -'TE "T1 46 REP I ` SIGNED: FF G CN c•5 krr\a _ e 2' -( 2G \,:, ; / - 2-1 -- J , � c N.12:. c-A- s S b t2., s .3. ) at \ ,C5 -, x , i-N\ cc..(*e\ e 12._\ ) S . C.ci.,..._ L ,3e - ) - > ;,r & C ( oc A Ct„ne� L.D �• CW G cV co-le C\ cc* ,:v.,c c c�ors c "e.,J `'cca b 1 c A, rv\CLv -4- €/,n,Y ( S•N C . C\ oc, IS S P e,\000L S Akkeq€\ 2 c),K \,A.r2S ON\ f X Q Dom .3 e-A.) Ct..tic \ f V C.t cV,2 ck7 -.;� c s S Q\c- u..aW9t A $...tanork fl F.opr* , *irWM"Ketion4:t NI 60906 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SQ. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 4S2 I /p y0 / (" 7 !oX 1 — g616 , s'ige, A 4.122 1 11 - 163 028 TOTAL i iI ! US 4Sz 3 7 i - /9 ars' ±--- DATE CERT. NO. PROJECT S oo Cc►n &I' h-r PL,100 C+, LOCATION ' p 1�e 3 o c.z+7 k (Toe BLDG. PERMIT NO. OWNER WEATHER F .C , j TEMP. AT AM AT PM ENGINEER _.„.., F r! -LIG•1 d ARCHITECT 2-4 L.A.. L� CONTRACTOR n &ti f TRUCK SAMPLED ! 0 / TRUCK TICKET NO. It8A V MIX NO. YgJa TIME SLUMP ASTM C -143 % AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR 67:05 5 3 /y -- — ..— A1,01F / 1,3 5) WATER t 49 02 l bS TOTAL i iI ! US fv, BATCH DATA Fecirrell YARD jeCZV WEIGHTS % MOIST ADJUSTED WEIGHTS ►y - CEMENT y 50 � SAN FA. j 5i ov Yi/ CA. t 95117 n 3 WATER t 49 02 l bS TOTAL i iI ! US T TO THE FOLLOWING WAS NOTED: REVISED - 9/97 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126THACr�'' ' � F •e., KIRKLAND, WAS�IIIV ' � L CiT0�1=48034 +,,•• I (425) 82.9800 EVERETT (425) 259.0817 KY 0 5 1999 a 5 4 1 a5 Cyr ki c - C 11c -{4,., k a Yy 22_ ATTN. FIELD TEST DATA AIR TEST METHOD: ❑PRESSURE ASTM C -231 OR 0 VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear COMPRESSIVE STRENGTH COPIES TO • I X/ - - 06C -' 610A6 ///3 FIELD REPORT No. ASTM C -1231 C 39 0 ASTM C -617 INSPECTOR:` SAMPLE P/U DATE /0— 2 .0 — 9, TEST METHOD PRODUCERS: CONCRETE Cs Wez CEMENT a�� IO AEA ADMIX AC12 % DESIGN STRENGTH PLACEMENT AREA & NOTES / a . - L.; tei F C� t f SIGNED' • t .,ee eeeeek er, ur.nuerewervnaanu»•,rw.r. -vxw, , . 38531 SAMPLING IN W APPLICABLE CODES ACCORDANCE & SPECS TH CU. YARDS PLACED 10 4/ooC) X' irikek CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 4572 r /O -7. 1(2— 29 7 (rrx 11 g6 i 50 31 A 4r2 2 i )1- /9 a. 137;50 K PF70 A 4S2 3 ..-�— 71 - 1 4 ) 8 i :74/61TC'C q 77e) A DATE C CERT. NO. PROJECT ` oo 44, CSin ilr Rimoi.7(i) 0, OCATION 1 .9? 3 C i e t ri ? (er V .DG.VFNIT NO. O OWNER I WEATHER T TEMP. AT AM ENGINEER JJ 'bet r co..) Ci ARCHITECT nn L L % r' L CONTRACTOR cis YIELD CEMENT ASTM C-1064 ASTM C -143 ASTM C -138 FACTOR CONC AIR IP:05 57 /y •-- — ._ , y.Of / t 5) fvAi BATCH DATA FORS CU. YARD 1 % ADJUSTED WEIGHTS MOIST WEIGHTS P b CEMENT 50 5.4 ;) FA v 1 5% 4 "(./ CA. 1 C I S &V u 3 WATER r I l bs TOTAL yl d 7 1 3 , TO• 1 \ 1 AA-td £ . V e c.SLS , CAA-% { O' dc1L C L� IA11,,d f 5Yt ;D €19 1`fs- Li, 21 ATTN THE FOLLOWING WAS NOTED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823.9800 EVERETT FIELD TEST DATA AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear SAMPLE P/U DATE /0 — 2 :V- 4, TEST MET PRODUCERS: CONCRETE :Si L4leI DM AIIX .41 . frXicAc12 AEA P CEMENT AREA & NOTES si G'� � - - (AA a ^\ L r� t I 1 D � ••11 � '� IR � 1sC J Lo I.3 is 1 cl l IA eC�1 C, f , �/l G FJI� COPIES TO • -' •d � .�lL� /(f'Lid / /5/ /a7 REVISED • 9/97 (425) 259.0817 COMPRESSIVE STRENGTH �7 ASTM C -1231 HOD C -39 ❑ ASTM C -617 CEMENT CU. YARDS PLACED v FIELD REPORT No. Lam' 38531 SAMPLING IN W APPLICABLE CODES ACCORDANCE & SPECS TH t % 3 DESIGN STRENGTH 4 INSPECTOR \ ; - Q X' CL• SIGNED' Airr fvAi BATCH DATA FORS CU. YARD 1 % ADJUSTED WEIGHTS MOIST WEIGHTS P b CEMENT 50 5.4 ;) FA v 1 5% 4 "(./ CA. 1 C I S &V u 3 WATER r I l bs TOTAL yl d 7 1 3 , TO• 1 \ 1 AA-td £ . V e c.SLS , CAA-% { O' dc1L C L� IA11,,d f 5Yt ;D €19 1`fs- Li, 21 ATTN THE FOLLOWING WAS NOTED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823.9800 EVERETT FIELD TEST DATA AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear SAMPLE P/U DATE /0 — 2 :V- 4, TEST MET PRODUCERS: CONCRETE :Si L4leI DM AIIX .41 . frXicAc12 AEA P CEMENT AREA & NOTES si G'� � - - (AA a ^\ L r� t I 1 D � ••11 � '� IR � 1sC J Lo I.3 is 1 cl l IA eC�1 C, f , �/l G FJI� COPIES TO • -' •d � .�lL� /(f'Lid / /5/ /a7 REVISED • 9/97 (425) 259.0817 COMPRESSIVE STRENGTH �7 ASTM C -1231 HOD C -39 ❑ ASTM C -617 CEMENT CU. YARDS PLACED v FIELD REPORT No. Lam' 38531 SAMPLING IN W APPLICABLE CODES ACCORDANCE & SPECS TH t % 3 DESIGN STRENGTH 4 INSPECTOR \ ; - Q X' CL• SIGNED' Airr TO• 1 \ 1 AA-td £ . V e c.SLS , CAA-% { O' dc1L C L� IA11,,d f 5Yt ;D €19 1`fs- Li, 21 ATTN THE FOLLOWING WAS NOTED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823.9800 EVERETT FIELD TEST DATA AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear SAMPLE P/U DATE /0 — 2 :V- 4, TEST MET PRODUCERS: CONCRETE :Si L4leI DM AIIX .41 . frXicAc12 AEA P CEMENT AREA & NOTES si G'� � - - (AA a ^\ L r� t I 1 D � ••11 � '� IR � 1sC J Lo I.3 is 1 cl l IA eC�1 C, f , �/l G FJI� COPIES TO • -' •d � .�lL� /(f'Lid / /5/ /a7 REVISED • 9/97 (425) 259.0817 COMPRESSIVE STRENGTH �7 ASTM C -1231 HOD C -39 ❑ ASTM C -617 CEMENT CU. YARDS PLACED v FIELD REPORT No. Lam' 38531 SAMPLING IN W APPLICABLE CODES ACCORDANCE & SPECS TH t % 3 DESIGN STRENGTH 4 INSPECTOR \ ; - Q X' CL• SIGNED' Airr DATE a Z 99 CE�.g S` o l PRO c " \ (get' \ re. fiNcA- LOCATION �4- \ Q L f it BLDG. PERMIT NO. OWNER WEATHER TEMP. AT T AM PM ENGINEER ARCHITECT m . (..‘ CONTRACT 1 \ .w.i•rur. Wi4MumYY.t':titi : l`»:f. &• Yi+ 4MY}' if4i�.`. A'. �• 31! YiilAA' ifn'} FjFd.•/ l: iY (4A4P.N.vw.�rauMLraww...•u.w.r. 'T � \ 3 EVERETT CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E. 1267.. PLACE KIRKLAND. WASHINGTON 98034 1206/ 823.9800 12061 259.0817 TO • ATT N • AS REQUESTED BY: THE FOLLOWING WAS NOTED: \C ac J e? Y e>Nl c e r..+........ ,„w.........w.ww •. w+ nwnwwnwoarww ..re.e.+eon•.n1�HnMMww�!41Y PREVIOUS REPORT No. N2 60907 C1/*\_ C A-C s c 0.m \ QVe cw � a C (E\7 4 Q r ANco.) e AS Cv- D / v■Q-. '-- �\,,,s c Q c ('\ v 5 c L Cw� S� Vaw ", t � Co c \e c\-. 4 �S SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TORE- - p)c-- tAP- 111c SIGNED' D /(7 22 cue go " / P J l \\_ Ce.,, re... 11\6-V_ LOCAT `\ `\ C.... �� (� BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AT AM PM ENGINE ARCHITECT A ^ .. .� �`�_ CONTRA � Q� • v (2........ n.+.,.ur.....v..:- L : shw : rx:ri •usa.:ux...-�x,�t^a ?.rx:tsa Ww+ r;•.. ew...•,,,, ,.,s..u...w»:............�...__ _, TO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE. 126x.. PLACE KIRKLAND, WASHINGTON 98034 EVERETT ATTN: AS REQUESTED BY: THE FOLLOWING WAS NOTED: Vat( \ .eck. SEE TEST REPORT NO. HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY 1206) 823.9800 12061 259.0817 PREVIOUS REPORT No. NQ 60896 6�e,( ;Div. - A. 4 3 c, .RC_ ' .r•- 0 r∎ C \ \-t \/ G:_J M -e 4 c ,,1 )._o- AD \, Q. `/ � IJ J� � J C ._._ \c o 5\40 CV ) %;.) roc•,. t�,,.- .� C� c.�. {�_ c��c ; ce ' �.� \: ,/. (,, -cl\° r-� INSFTECTOR COPIES TO: € , A- e•f TY C= iiUUU &IELD SP • Cf It SIGNED: "A Se.- `6Mc./∎ 1 / jY r te.• Q ee-C.\- 2 sJ c\ c\,.P cX \'3 e \- o &. \< \ S t.D cvN (\- V j =. i.."". T CASCADE TESTING,- LABORATORY, INC. N TESTING & INSPECTION / E NGIEEiRS'" . f •• , . 12919 N.E. 126TH P,LAG!^ /""'• j •.•�• t `�,�' •1�- -^ `� " " K IRKLAND, WASH NG TON'9s034 `' (425) 823 -9800 EVERETT (425) 259 -0817 PRPOIOUS 101639 REPORT No. No DATE ip - 2 ?- 95 CERT. NO. ` 9oS -o / TO ` 01 ,% ; 4 (� p -. � ,; £ 1�iL.4�C5d8 i... �L G/L+iiA PROJECT LOCATION ' p t& ? 5 b V riIGEn i, V, I U 1� C+t.il i�i t - 5 q a 5 C-- h it it g; dS z km cJ BLDG. PERMIT NO. OWN A, , C./2 U£/a i d, L' /1' 0 i i / t / /LZ WEATHER y y TEMP. AT AT AM PM ENGINEER D tvIvits it I- 3 &e v%.._a1(1 ATTN• ARCHITECT r+ w.�-•. L . 2.1./.....r. ciN. CONTRACTOR ItIblel 1E ( INSPECTION PERFORMED SP _ RESTEELICONCRETE — RESTEEL ONLY _ RESTEEUMASONRY STR.STIWELDING OTHER STR.STIBOLTING (3) ITEMS INSPECTED 10 1 OTINGS — AUGER CAST PILES — DRILLED PIERS — FOUNDATIONS ,_ SLAB _ COLUMNS — WALLS BEAMS — — — ( LOCATION (AREAS) 1' 0 J h 5 9 . + .A., /154-4.1 CO L3 t S ."c L 1 0 /1 ani C. L ONCRET SUPPLIER RY MIX NO l a 6.2 DESIGN STRENGTH (f'c) Voc7t) c S f Lt,U 1 TOTAL CU. YD. PLACED / 5 SLUMP (INCHES) AIR CONTENT ( E3 3 /Y SPECIMENS CAST 3( X iz) SEE CYLINDER REPORT NO C3 &S 3 %) YES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. 44 r 1A5 5 Ct in a 40 SC f �Fi t r� V REMARKS' SID C� -� � t' 4- �G�-wJ . �� e^ 1 s y � � is 6, ?Er II en`s Ear/ / CePUtc.1 (0.."Acl ISGLI-0.,ACM ?rc evole ftrk. Ttaa. ti:-) NAT._ Can wv..? c, can , CAUA. -, \ 1 r&' a• COPIES TO: 7 Revised 12/97 SIGNED' INSPECTOR: \Q Q \iN\ RaN e&.'V-) zhse,, ,e) FIELD R po `. ` CASCADE TESTING' .LABORATORY, INC. '�. TESTING & INSPECTION / ENGINEERS PREVIOUS 1 O �. 7 21 12919 N.E. 126TH PLACE REPORT No. No KIRKLAND, WASHINGTON 98034 (425) 823 -9800 EVERETT (425) 259 -0817 DATE n 971 / TO: PRO. LOCATION BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM AT PM ENGINEER /1_4 C-1\ CV-- ATTN ARCHITECT ` l J'�- CONTRACTORC `'A (2) INSPECTION PERFORMED _ RESTEEUCONCRETE _ A STEEL ONLY _ RESTEEUMASONRY STR.STNWELDING OTHER — STR.STNBOLTING (3) ITEMS INSPECTED _. FOUNDATIONS FOOTINGS _ SLAB _ _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS BEAMS — — (4) MO P. CO.n ,^-F_ C \ ` \\%Q__ LOCATION (AREAS) CONCRETE/MASONRY MIX NO DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT %) SEE CYLINDER REPORT NO ( YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ _ REMARKS: 0 I C Movv■e„n.c C FL \a \ C't•r\ 0� k\ ) `. X ∎ .k. La C COPIES TO: ( 1 �1 ,/ 9 pwvi«u1 17/97 , 0.x/2 c,\9\ -E'\ INS E- 14- 1 /11P- TRe- TRIc FIELD REJ?Q T SIGNED: /I.( \ T CASCADE TESTING' LABORATORY, INC. 6 TESTING & INSPECTION / ENGINEERS PREVIOUS 1 0 1 6 6 3 12919 N.E. 126TH PLACE REPORT No. No KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 -0817 " �/� C ERT. �� 0 Q Q! TO: PR DATDATE / OD CT D dk - ( \ - iY\ c \\ LOCATION ! l J� J N CL , BLDG. PERMIT NO. OWNER . WEATHER TEMP. AT AM AT PM t ENGINES a e < � c- X- ATTN: ARCHITECT m CONTRA�i' l -Q C (2) INSPECTION PERFORMED VRESTEEL RESTEEUCONCRETE ONLY RESTEEUMASONRY STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _ FOUNDATIONS / FOOTINGS _ SLAB _ ✓ _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS BEAMS — -- — J��� ( LOCATION (AREAS) ` L .X ' x,y~ S r-- 0.\, e - \' Ca— A l C Q- “\ — - 5 . ' \\V,.� *<- el S 2' 1 e &e \<4_,\ e7s b , 1 , CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (('c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT %) SEE CYLINDER REPORT NO ( YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ _ _ REMARKS: (Q SV-¢.Q \ c C e 2\ c•� 1 Ahm./ e \ . INSPECT COPIES TO E - �i<.JV -Y P Ip TuK.efl ELD SIGNED: Jr ORT \ T CASCADE TESTING' INC. �. TESTING & INSPECTION / ENGINEERS PREVIOUS 101 31 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 -0817 D1T0 /� A CERT. NO. 0/ TO: PROD J C < LOCATION \\\C‘-- `' l \)V. BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM AT PM ENGINEER d c\ ATTN ARCHITECT \ 0, r\ __ CONTRACTOf _ (2) INSPECTION PERFORMED _ RESTEEUCONCRETE _�RESTEEL ONLY _ RESTEEUMASONRY ✓ STR.STIWELDING OTHER STR.ST /BOLTING (3) / ITEMS INSPECTED _. FOUNDATIONS FOOTINGS _ SLAB _ _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS — BEAMS — — (4) LOCATION (AREAS) MO 1N\ •2_,(•\.\ c C) ANA ' c 1 0, v� J `\ N..42_ • \ 0 CO 1 t'2\ C�\ 642. (V) ,r- \...... -Ce c t c.e� Co...."..) S QL \/ cQ__ (5) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT %) SEE CYLINDER REPORT NO ( YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ Gev,¢wd 1 Vicil V e-r ‘^r\ c, \I \ REMARKS: Ors C M Cc G C. I o.�S c v eke c\ 2� G(.\ L—) \!:. "c • 1- e P C\ SIGNED: INSPECTOR: COPIES TO: E -R -c- YPPTTE- Tu ELD RE ilq / ) 7 . /y.s \41S n\ r L KIRKLAND, CASCADE TESTIN .. INC. TESTING & INSPECTION / ENGINEERS 10 1718 PREVIOUS 12919 N.E. 126TH PLACE REPORT No. No. WASHINGTON 960 (425) 823 - 9800 EVERET ; \ f t.D (425) 259 -0817 DATE D / / 91 / r _ C v O C T 2 rl 1999 TO: PR o J�� Cam\ k cc2_ M a. l\ LOCA_TI" ur ( (: L%.JI 1v'LT.T BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM AT PM ENGINEER�"� 4 ex 1/4_. ATTN: ARCHITECT N\ \ ` J 't-\ `► `� CONTRACTOV , ..--__. z . 2 �Q._, (2) INSPECTION PERFORMED RESTEEUCONCRETE _ RE,STEEL ONLY RESTEEUMASONRY STR.ST/WELDING — OTHER STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS ` SLAB _ AUGER CAST PILES COLUMNS — DRILLED PIERS — WALLS — — BEAMS N\_O� \evr\., COY1,�.2C. \O`ti� 4 \o�J cc, c�� LOCATION AREAS) e C CL' k.`. ev.'v rc,,✓V Q (5) CONCRETE/MASONRY MIX NO DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO _ YES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS • Y� \o<.- vcc\ Revised 12/97 r fl - 1 - ,- COPIES TO: � C tN. r A co A . J() )S 1, e C. / f o v‘. 1 / N - Z \ J \ vv. pM,\ Cc.)-ANA Cc.)-ANA Q C..0 1. &CCCC kCLAC Q_ ) X :\ \ �C eX .r■ZA, c-.) c 3 - \ ;#, 4 o r■-_ Q,\1 ACV, c . ec4,.AC cZ . L.J Cv C.4) C-t-C L c r C C L s\ D\ gd,: 4 W(C-N) INSPECTOR: FIELD SIGNED: t. Yr.. .: TA•X: 3, , ,a.. tf, -,. .f• a , ���'�+ T CASCADE TESTING INC. ' TESTING & INSPECTION / ENGINEERS PREVIOUS 1 O 17 2 5 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 9803 (425) 823 - 9800 EVERETT (425) 259.0817 DATE '�� C iT. N0. - v / ���c -�v ' TO: PRO T o co‘,‘ \'i tr‘ci.k.k. LOCATION BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM AT PM ENGINEER , ^ 0.,,\ ck ATTN: ARCHITECT ^ ^ % N` ' V CONTRAC �''- 4��//�� / (2) INSPECTION PERFORMED RESTEEUCONCRETE RESTEEL ONLY RESTEEUMASONRY _✓ STR.ST/WELDING OTHER — STR.STIBOLTING (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS _ SLAB _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS BEAMS — — ( t� 0 c C\ S k2 \ \r CO c LOCATION (AREAS) CONCRETE/MASONRY MIX NO DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO. YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT, APPROVED PLANS, SET NO. _ _ so REMARKS: COPIES TO: e J IinvmM 19/07 \ cc�GeCS � , c• 1 eN 0 -\ �. oC. r P1� ry■ CL 0.0 Co CC\ C,tk( CIN\ 4, o► ►t O J Q C � tc c I O n- Cv v b miNS C. Y 40 r■-- L 3 (\ (\ t,1(\ s\ AL31 \ - C- ) INSPECTOR: a ■te 0.4Px. \'CA(L. FIELD SIGNED: 2 .2 14+ � ' CASCADE TESTING `LABORATORY, INC. �' TESTING & INSPECTION / ENGINEERS PREVIOUS 1017 2 9 12919 N.E. 126TH PLACE REPORT No No. KIRKLAND. WASHINGTON 9E034 (425) 823 - 9800 EVERETT (425) 259 -0817 DAT70AA 1 CF9 N O TO: PRO m A.I o ok.\%. aft,Vce, LOCAT9$►+ /� % L..) 1 ` C.4.- 1..) Pt BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM AT PM ENGINEll 'e-Ci...... CX A ATTN: ARCHITECT % t� J CONTR R f 42 e. (2) INSPECTION PERFORMED _ RESTEEL/CONCRETE REST EL ONLY _ RESTEEL/MASONRY _ STR.ST/WELOING OTHER — STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS _ SLAB _ _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS - BEAMS — LOCATION , OCATION ( EAS) C1.�Y1 `� N' `/ ` `•‘� `� 5 ..-S CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ _ _ e, REMARKS: Q & - ��� e r` S C\ S \cO mac, L\ �Lo V V •� / S Gl•�S Cc� • \��Q_ 't 23 �t�.¢. c \L0 U " Va( ar\ �.) �� cD`►er5 \lo � \ c\ 0e, 4C) to , COI 0 n-► so c •. u e).,& co w".s vn e •k Q14L1\< ' 27.2 'iRro m.ss er • rat 2/ S 2.3 q cesi vv S. INSPECTOR: COPIES TO: 0/07 X i_ FIELD R SIGNED: L. CASCADE TESTING\.ABORATORY, INC. t.• TESTING & INSPECTION / ENGINEERS PREVIOUS 10 2 4 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259.0817 DATg 7 q I C4T00. g / • P tp ere_ fi LOCATION ``N/ t......)4:: : It �V F u-+� •` vim" 1 BLDG. PERMIT NO. _ 122, i � 0 OWNER WEATHER TEMP. AT AM AT PM ENGINE aeCLD c.� A • ATTN• ARCHITECT ^ ‘....\ J r ' y \ I CONTRA � r � (2) INSPECTION PERFORMED �RESTEL ONLY _ RESTEEL/CONCRETE E _ RESTEEUMASONRY = STR.ST/WELDING — OTHER S (3) / ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS _ SLAB _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS — BEAMS ( LOCATION (AREAS) I ) 0 S•e miry s \‘ ` •o`er ,....\. (..7. LQ �.%) w Jr. ik �D` S CJ J �-- 5 (5) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT (%) SEE CYLINDER REPORT NO YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ _ Revised 12197 SIGNED: REMARKS: qeer Cri`4 N G` s A SD CA ‘NAJ ,e C \A 4 4,..J( ./ , C.( 4VQ S \ ■,c■ � crc,,, s tJ oCeXt■ c o ' S j \ N e_ tJ / V2 c e i / s 2.6 4 v3 J S b • I . S\-..42.exces J pt V46eA)^42_. e_Ae crate\ ( a a ".& A & ( W INSPECTOR: COPIES TO: /•? �c - ;�� �- % FIELD R /c./.73 T 12919 \ CASCADE TESTINGL.:ABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 10 17 0 9 N.E. 126TH PLACE REPORT No. No KIRKLAND, WASHINGTON 98034 (425) 259 -081 259 -0817 EVERETT (425 7 D ATE ^ S,. vv / `� Tyy OO _ / • TO: PR • G, `<Q- C1-\` LOCATIO 1 %..r A C‘.. 1/4....) BLDG. PERMIT NO. u n C N a ►• 0 1 Z... OWNER WEATHER TEMP. AT AM AT PM ENGINEER .0.-C w CiN Q ATTN. ARCHITEC \. J t� CONTRR ,\Q... (2) INSPECTION PERFORMED _ RESTEEUCONCRETE RESTEEL ONLY RESTEEUMASONRY STR.STIWELDING OTHER — STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS _ SLAB _ _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS — BEAMS — (4) , ` LOCATION (AREAS) K ■� , A ` � ei �Y�s, S 2. • (5) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ YES _ REMARKS: `4N c'cv� ■Ahl. C.J . \i31\ r • 5�• ■\(42s \° e,e:,s L%)`\ 2 \ ` . 23 4 \ cow,l fie. e,cce c • 2 � O .4 ' 24� ►s' /S b.► c 1sc \, f Ute1 coJ \D\ct\i. �. S c'\%)'44 A ` 2L� � cA\ Co \e, Q .4ce��C 5oJ�l�. co\ 6127. Q. \aLC coY4ed\.A o s\%-.20.( c..\\ esi,ts\C Cats \A-4,s 21.4 24 . C\\ w ' ..ili/ > `�"' c._ a Ica._ �!� ` J ` —_ — /,Yri. • k , !J1' l D Cl FA • 1� b G.N�i►, INSPECT. W�& 4111 „pp MID Revised 1, -�� - � • . Z!Z; ,mod COPIES TO: 7 F E SIGNED: Certified Inspection Services, Inc. Customer: Cascade Testing Laboratories S D1.1 -98 Job Description: Ultrasonicinspection of: complete penetration welds, as listed. Remarks: Only 25% inspection required. Work was performed at Custom Steel. Procedure No.: 1 Base Metal Type: fe Surface condition: as welded Instrument: Mfg.: Krautkramer Branson Transducers: Mfg.: KB Aerotech Dimensions: .75" x .75" Dimensions: 1" dia. 77& ,i a &' 1069 S.W. 328th Court, Federal Way, WA 98023 Phone (253) 927 -0626 Fax (253) 661 -2984 OCT 15 1999 Ultrasonic Weld Inspection Report DEE rMPiii y T AWS D1.1 Procedure x Ultrasonic Equipment Butt Joint Inspected By: • Thomas E. Ho el: Approve By: 4j RECEIVED Class: 6.2 Weld Joint: TC -U4a Weld Process: FCAW Model: USK 7 Frequency: 2.25 MHz Angle: 70 deg. Angle: Straight Beam Date: 10/4/99 Job No.: 9908 -01 Report No.: 16763 Customer. Cascade Testing Laboratories Job Description: Southcenter Renovation D No. Angle Leg A B S Path Length X Y Thick. C - 0 70 50 0 0 70 50 0 - 0 70 50 0 - 0 70 50 0 O 70 50 0 - 0 70 50 0 O 70 50 0 O 70 50 0 O 70 50 0 - 0 70 50 0 O 70 50 0 O 70 50 0 O 70 50 0 - 0 70 50 0 O 70 50 0 O 70 50 0 0 70 50 0 - 0 70 50 0 - 0 70 50 0 - 0 70 50 0 0 70 50 0 O 70 50 0 O 70 50 0 50 0 0 70 O �� 5n 0 O 70 50 0 - 0 70 50 0 - 0 70 50 0 - 0 70 50 0 - 0 70 50 0 - 0 70 50 0 - 0 70 50 0 - 0 70 50 0 - 0 70 50 0 - 0 70 50 0. - 0 70 50 0 - 0 70 50 0 - 0 70 50 0. - 0 70 50 0 - 0 70 50 0 - 0 70 50 0 CERTIFIED INSPECTION SERVICES us A d z 0,, 4 4 a'4.- 4, -z z / t z 4..',gzE4 - . § 8 ,§ St...,8...2 o i Q 4 'A 1 i i i I /1 rk- c IS. A t" VI 1 a t 7 ' &I. V/ ; ..... . a•g8‘ggggggggd'gg. g (S g c ' Sdc ' S g . ‘ • t C < • 4 .4 -4 • d • :=4 m§§§§§§§§§§§§§§§§§§§§§§§ cn ...' Z• - LI 4 I I, I I 1 I I I I I 1 I I I I 4 I l• . . d .- i t . , : .... , ... . : , .•.. ••• , , .. ... • 5 :' . • . L ' -. 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PLACE KIRKLAND, WASHINGTON 98034 c=f 12061823.9800 12061 259.0817 TO ATTN: AS REQUESTED BY THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. QrA--64/ c-04\oti-cA CA CYL &\/-eizt ew,,vcca\ c y k ,NAN, Ls„ /S 2) C-eci-rs s\11\%8 4,V\ ‹,\40 e_ ev >s)e ce6. Y 15 \U' ‘," 2 k, 3) (f‘-e-t‘Nr■-, e-vOerew•te., ct.se•-ck■ a- Rt•c , Co SkykA3AA. S C A\ ‘NCO JC -42A imsj 4._ ro (7 4 s14.1, dA,Vs rc4 S24 s\4 cA VcsicX/ sV-r41 ava7v e)/ e._\ cc ) 2 s'4A■2?A\e s ` 2. lo *t io emt) Aif ek-Ad.as co( S c\evci s \e ceat s aw vvs, c-JA N ,424 - sov, - >)42yVoy•- ‘,VaNyl.,s SIGNED' FIELD REPORT N! 60397 T CASCADE TESTING\..ABORATORY, INC. „, TESTING & INSPECTION / ENGINEERS PREVIOUS 1 1 $ 9 12919 N.E. 126TH PLACE REPORT No. No KIRKLAND. WASHINGTON 9E034 (425) 823 - 9800 E VERETT ( 425) 259 -0817 / T, / f/ if C'gt�.1 A - \ / TO: PROJ�G 1; ` (Q ilin Q ` L LOC %J 7 . 1.,.., ,\ BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM AT PM ENGINEER �.1 \ ek ATTN ARCHITECT , ` IN... CONTRACTOR e--) `e\ (2) INSPECTION PERFORMED _ RESTEEUCONCRETE _ RESTEEL ONLY _ RESTEEUMASONRY STR.ST/WELDING OTHER STR.ST /BOLTING ( ITEMS INSPECTED — FOUNDATIONS FOOTINGS _ SLAB _ _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS — BEAMS — — Q..4A? o,.• Gf•.Zcg (4) (AREAS) ��.. e"."..\er C.(2_ C GMwYn \ 0A 'S G� &'42 S Gw% C�.0 (�f c. 'vo Q*4% C� L.Kdk ca C-- LS (. vtiek, Sort. R 1ro” at CONCRETE/MASONRY MIX NO DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT %) SEE CYLINDER REPORT NO. ( YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ • COPIES TO: Reused 12!97 4 (KC�t� ‘h•S \ C ��c��l�o�. REMARKS: Slcs c e� \> CL0 r s p ,,..,Q �c,.G�•. c,,,,. , Cu.% . aN.. \.0 1 `v e 44t ■ _ J �� y� o.) \)4?...‘ t4.� � � S\g %) Gc � � �� . `SZ\c.._Ceos C-4/1• e\>$2.( C e c XcLtz INSPECTOR: SIGNED: FIELD RE 4?"...\0•RA " .\=4e< s \/.3 . CL2 cke lo cam. oc s A ��� GA✓. Cat o rS DATE' 7`' 9 c 4go$ - O PRO _ A I LOCATIO J Yrs...) , LJ BLDG. PERMIT NO. OWNER WEATHER TEMP. (((��� AT AT AM PM ENGINCEi1 Ct ARCHITECT N `` \ CONTRACT L _ T EVERETT SEE TEST REPORT NO. HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO • DeC CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12019 NE. 126*.. PLACE KIRKLAND, WASHINGTON 98034 12061623.9800 12061 259.06I7 TO: ATTN• AS REQUESTED BY • THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. NI 60902 C �C (4"..e N, c_ v ∎CJ .rte Q e .,\c, o a s J �� hos : 12A Z \ 2 2 �--x3 t5 t5 E u 4 j ISM 22 . 47 20 1 / 2 P, 2 A� c ) 2 2,4M �3 A � Gx 2 2 T - 0 2- ""Dq 24'D 1Lk. c2 , � ► i C 4 /4C 2c 2r. A ar 2 — tc-2 ) 22G`'x k2 2 �� k 2 2 •2. C.K. 267 x2_ �\ LD ' ` • w., v .:.r.. "( car �� S '� - - q ay.. c a Ve c� p1 �Cc..J ver. DATE„ / J 9 1 CE�NQ. / ( /�(J � v PROJEC `` //++ �� �OJ�.K. C.�I° (1)(f t 4\& LOCAT J 1 `\ Ci__ ( 1 Ck , BLDG. PERMIT NO. I ZO C A C I - c)% 22 OWNER WEATHER TEMP. AT AM AT PM ENGINE C% e C��` 4. ` ARCHITECT \., 1,�0 n CONTRA . ^ ` �� r � 1~ �-�i T COPIES TO • /Q CASCADE TESTING LABORATORY. INC. TESTING Be INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126,, PLACE KIRKLAND, WASHINGTON 98034 EVERETT TO• ATTN: AS REQUESTED BY• THE FOLLOWING WAS NOTED: < v e( Cm42N C. V s L c � � .) k► GN ". c c_. Xc ' o s\..ec..r- \'1 \'0 c¢_ A \e,V -eS oVS.. ►s 1, , � co � C\,S +���,� emsi r�c.r� o v‘ 2'7 � t 2 4 / /w re L(e_ .-a dk..;�.. c, -Vol.... s,ekas a S -k\ c'� r't "'"D‘. \ ‘e cu.. X ci. co,h2 A. Arci_...) ce -. 8 . v ecc..‘ QA. cA_ o, ,Le( u A. cQ �_ c� l ,t o 11-- c c)o� %A\c s e V 0 ,, y e . e�� .;•l P-wV LQ:., Co ca\ • 2 \ ew, .& , s.% 2,42_ mac, S2 SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY 12061 023.9800 12061 259.0017 . Q % 2s b6\Cs o S ee.. -s 02_ s - 20x" S r! L„) ewe_ c„\\ GreA Ct" stA-J FIELD REPORT SIGNED• PREVIOUS REPORT No. NS 60908 v t Ste. t - cw� a � v , faY e_ kev o h ) (u� c tC _ CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SQ. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 3.‘ 6r 912-7 /v _ y 7 Lo 4..I z ENGINEER (^ KT CS verso 3320 k 366 /v - Z Z8 3 7 /0- 2j 2-8 --\ DAT� 7/7/9? TIME C jj 0 c+ —O 1 / PROJE T Su Carl �� n 7Agi- e2-N0Jt -11 so LOCATION 1v3 3 S CEMENT FACTOR e9- BLDG. PERMIT NO. X 91 01 7--1-- CONC OWNER WEATHER Ge,4Q-- `/ 1 TEMP. AT6:3OAM LI b ,,s"' AT PM ENGINEER (^ KT CS ARCHITECT 0 0. `J CONTRACT I e LI TRUCK SAMPLED 30 S TRUCK TICKET NO. .73 / / 7 MIX NO. 4 1€452-0 TIME SLUMP ASTM C -143 % AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR 0 `/ 1 CA. , 9 S7 0. `J 1S;S TOTAL 6ATCH DATA FOR 1 CU. YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS rly CEMENT $ o y s FA. f qI 1 .- --. CA. , 9 S7 WATER 2-30 TOTAL T • TO THE FOLLOWING WAS NOTED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE EVER TT D, WASH1 3 E O gg 14251 �r�ED25) 259.0817 OCT 12 1999 ,(L, DEVELOPMENT ATTN• FIELD TEST DATA AIR TEST METHOD: ID PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear COMPRESSIVE STRENGTH FIELD REPORT No. /0131.'i , 0 ASTM C -1231 SAMPLE P/U DATE z 9 — 9 TEST METHOD � - — j ❑ ASTM C•617 SAMPLING IN ACCORDANCE WITH _ 3 I APPLICABLE CODES & SPECS PRODUCERS: CONCRETE J' ~ -' G 'J 1 �CEEME NT T `' PC' Ti CU. YARDS PLACED / 3 AEA ADMIX ale- A. LP y itCAC12 1 0 % \ C DESIGN STRENGTH " 1 O 0 PLACEMENT AREA & NOTES Se-e- , 1 9 1 Q�••6• ofZ' d- ct- F+C. O A'S C D N C.R't 4.-1 ?--- 4.-1 - - \ 1 - a c C o N 5 4. I ; c� w� I o,.4 c..., s t r 4 t )� �.A•, o �_ COPIES TO REVISED • 9/97 0 r {.ix/e t W /6-0 SIGNED' 38136 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SQ. IN) TOTAL LOAD PS I STR EN GTH BREAK TYPE .3 �G.i 9 iz7 /0 -4 7 (o 5C 1 9 5 X3150 3 3 20 k 366E /0 - z; ZS ".3.�Sr L 3 Q S6E" 7 /0- Z 1 as ---\ I '! o ' 37 4 4700 A DAT J 9? C �/ o a _ o J PROJE Se (..,,e-aq 4I/ kalloJrl.)-4140 LOCATION 1 S o GaN a- BLDG. PERMIT NO. 91 01zz -- OWNER WEATHER Gle,fa.e-� TEMP. L AT (p i3 DAM _ L i r v - ,•S AT PM ENGINEER �� ARCHI�TTyEECyTT� ll 74 CONTRACT� + ley TRUCK SAMPLED 3o r TRUCK TICKET NO. 7 3I 7 SC MIX NO. 4 /9iS2 - , TIME SLUMP ASTM C -143 % AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR Op £/ CA. 1 9 5 6 `J 1575" TOTAL 6ATCH DATA FOR 1 CU. YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS rl y CEMENT 547 i sic) FA. t7 / al CA. 1 9 5 WATER ?i30 TOTAL TO COPIES TO • REVISED - 9/97 THE FOLLOWING WAS NOTED: , 7 J o '/9 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 1wyTip I'.-z I � . .. 1 KIRKLAND, WASHINOYb, 1 980 ' 3 !4 1425) 823.9800 EVERETT (425) 259.0817 n NOV 0 3 1999 cavimUNITY DEVELOPMENT FIELD TEST DATA TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear SAMPLE P/U DATE / 0 — TEST METHOD ATTN AIR TEST METHOD: 0 PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 COMPRESSIVE STRENGTH FIELD REPORT No. ,0 ASTM C -1231 ASTM C -617 • 38136 PRODUCERS: CONCRETE S J-- e- Al CEMENT Ty Pt CU. YARDS PLACED j 3 �OD AEA ADMIX. w 4 -DA Lo I f WorbAci % DESIGN STRENGTH 1 000 PLACEMENT AREA & NOTES S \ .g - £ «-- 1--gmC-4, O A.4 C., 0 N C42 Yl ".4 CO u 5I' ■ �t S A� 1 O>.l LA4 i r1 �CC. 0% 4-12 rc_. 3 SAMPLING IN ACCORDANCE W TH _ 3 I APPLICABLE CODES & SPECS. L 110 CASCADE TESTING - LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823 -9800 EVER ETT (425) 259 -0817 PREVIOUS 101364 REPORT No. No L DAT5 2 _ 7 / 9 ic O6 01 TO: S o T m ge44.0 J LOCATION ,� 413 SO �fA'L -- BLDG. PERMIT NO. D O /Z z._- OWNER WEATHER G I C(a TEMP. AT (0130 AM 4 5; S AT PM ENGINEER A' aK ATTN• ARCHITECT 7' /A N !J CONTRAC OR (2) INSPECTION PERFORMED ' .RESTEEUCONCRETE _ RESTEEL ONLY RESTEEL/MASONRY — STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS .. FOOTINGS -. SLAB _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS BEAMS — -- — (4) JGA•M t e p� LOCATION (AREAS) j� A'� � r N ��� 6 o �� I "t ` \ CONCRETE/MASONRY MIX NO. Li g 5 2 --- - DESIGN STRENGTH (Pc) L'i 0 0 SUPPLIER SO N t .4.-.) OrI '- 2 TOTAL CU. YD. PLACED 13 SLUMP (INCHES) LI ".2...-- SPECIMENS CAST 3 Low ( - AIR CONTENT ( %) SEE CYLINDER REPORT NO 3 S t 3 C. YES NO INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ ITEMS REMARKS: 1 �1 e 4 f3-M 4 c:›1- ) ! C.4 1 ° B'1•••∎ S S7 G. i. i ti La. s .aP SO P.S4 Q l 4<<..■ s � 1- e��- �N -`e (A) Q 3 R -� tN - Cd►.r Va !t- N. K G RE INSPECTOR: COPIES TO: TEE -z FIELD R t SIGNED: l ( A /� '/ ZT" Revised 12/97 L. CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 9 4 7 7 6 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 98034 (206)823 -9800 EVERETT (206) 259.0817 DATE _ h `/ , •G/� CERT. / d - ' / TO: PROJECT d .. C ' ;/� re• 4e -O.vf, �UC_l , LOCATI .i c. �y / �,/ O £T G% V .<' ,7/ BLDG. PERMIT NO. bid- f /z Z___ OWNER WEATHER ! D 6� TEMP. AT AM AT PM ENGINEER ATTN• ARCHITECT CONTRACTOR / (2) INSPECTION PERFORMED _ RESTEEUCONCRETE RESTEEL ONLY _ RESTEEUMASONRY _ STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS _ SLAB _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS BEAMS — — ( r- ( LOCATION (AREAS) 6 ‘44 - Zi,v y✓fe4�ti� //eT/Y '0 CONCRETE/MASONRY MIX NO DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVES PLANS, SET NO. _ _ REMARKS: �" �l i / k y 1 / COPIES TO: ThL Z Ia -c.A. mil/ b � r2/ /,2 s SIGNED' ( et e-t-e- / „vt .--c),1” - INSPECTOR: Q977 �f /7%r✓ �f�i� FIELD REPORT \ � CASCADE TESTING_..ABORATORY, INC. TESTING & INSPECTION / ENGINEERS 1014 61 PREVIOUS 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 -0817 DATE n , 9 , o CERTi1J • DI PRO! CQ�, K fa. '\.,\,\ LOCATION �KL- -) \ \°\- 1314)5 N�jT NO. \ ,OWNER Cam` WEATHER TEMP. AT AM AT PM ENGINEER ( \. e \ k ATTN• ARCHITECT V� , (� \`\ 3 � _ \ \".` CONTRAC • -.+' (-? t./.P...--r \_ (2) INSPECTION PERFORMED _ RESTEEUCONCRETE _ RESTEEL ONLY �RESTEEUMASONRY .. STR.STIWELDING — OTHER STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS _ SLAB _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS BEAMS Q 0 7 ,7 Cam, 6,, cS _ ( LOCATI Ad 0 ^ Se. C&C S e\,\-c (Q. S c-c._n Q N (AREAS) \..D . , r S• 2.2 c,.,.2 \ Q -Q 2 07__S b .2 e c,,,_cLo 'c c.c. CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ _ _ Revised 12197 se\ cl» < cL� COPIES TQ: ti eft. Mr /c Sears. C C L �..���.`� �`� J 0- 92 ( ) N-c` e'c e & 'V\ CL. L\ 0 2 x YN- •k 2 p N,-.."- ew. o c, ev ea . cLcs \' (-cA c e . T SIGNED' Certified Inspection Services, Inc. Customer: Cascade Testing Laboratories Project: Southcenter Renovation Specification: AWS D1.1 -98 Job Description: Ultrasonic inspection of: complete penetration welds, as listed. Remarks: Procedure No.: 1 Base Metal Type: fe Surface condition: as welded Joint Details: 1069 S.W. 328th Court, Federal Way, WA 98023 Phone (253) 927 -0626 Fax (253) 661 -2984 Ultrasonic Weld Inspection Report AWS D1.1 Instrument: Mfg.: Krautkramer Branson Transducers: Mfg.: KB Aerotech Dimensions : .75" x .75" Dimensions: 1" dia. Approv Procedure x 4 t C TC -U5 -GF T a Comer Butt Joint Joint Ultrasonic Equipment Inspected By: Thomas E. Ho Model: USK 7 Frequency: 2.25 MHz Angle: 70 deg. A Straight Beam COVED OCT 0 41999 COMMUNITY DEVELOPMENT Date: 9/22/99 Job No.: 9908 -01 Report No.: 16709 Class: 6.2 Weld Joint: TC - - Weld Process: FCAW Page 1 INSPECTED lil� CIiRTII1LI) INSPliCTION SERVICES AWS ULTRASONIC WI l.1) INSPECTION RIiPORT Report No.: 16709 Customer: Cascade Testing Laboratories Job Description: Southcenter Renovation D No. Angle Leg A B S Path Length X Y Thick. C D Depth O 70 50 0 - .000 O 70 50 0 - .000 O 70 50 0 .000 0 70 50 0 - .000 O 70 50 0 - .000 O 70 50 0 .000 O 70 50 0 - .000 O 70 50 0 - .000 O 70 50 0 - .000 O 70 50 0 - .000 O 70 50 0 - .000 O 70 50 0 - .000 O 70 50 0 - .000 O 70 50 0 .000 - 0 70 50 0 .000 O 70 50 0 - .000 - 0 70 50 0 .000 O 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 O 70 50 0 - .000 O 70 50 0 - .000 O 70 50 0 - .000 O 70 50 0 - .000 - 0 70 50 0 - .000 O 70 50 0 - .000 O 70 50 0 - .000 O 70 50 0 - .000 O 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 . . 0 - .000 - 0 70 .50 0 - .000 - 0 70 50 0 - .000 O 70 50 0 - .000 - 0 70 50 0 - .000 - 0 70 50 0 .000 - 0 70 50 0 .000 O 70 50 0 .000 Status Weld 1.D. Acc. Weld #1/Top Near Side Acc. Weld #1/Bottom Near Side Acc. Weld #1/Top Far Side Acc. Weld #1 /Bottom Far Side Acc. Weld #2/Top Near Side Acc. Weld #2/Bottom Near Side Acc. Weld #2/Top Far Side Acc. Weld #2/Bottom Far Side Acc. Weld #1/Top Near Side Acc. Weld #1/Bottom Near Side Acc. Weld #1/Top Far Side Acc. Weld #1/Bottom Far Side Acc. Weld #2/Top Near Side Acc. Weld #2/Bottom Near Side Acc. Weld #2/Top Far Side Acc. Weld #2/Bottom Far Side Acc. Weld #1/Top Near Side Acc. Weld #1/Bottom Near Side Acc. Weld #1/Top Far Side Acc. Weld #1/Bottom Far Side Acc. Weld #2/Top Near Side Acc. Weld #2/Bottom Near Side Acc. Weld #2/Top Far Side Acc. Weld #2/Bottom Far Side Acc. Weld #1/Top Near Side Acc. Weld #1 /Bottom Near Side Acc. Weld #1/Top Far Side Acc. Weld #1 /Bottom Far Side Acc. Weld #2/Top Near Side Acc. Weld #2/Bottom Near Side Acc. Weld #2/Top Far Side Acc. Weld #2/Bottom Far Side Acc. Weld #1/Top Near Side Acc, Weld #1 /Bottom Near Side Acc. Weld #1/Top Far Side Acc. Weld #1 /Bottom Far Side Acc. Weld #2/Top Near Side. Acc. Weld #2/Bottom Near Side Acc. Weld #2/Top Far Side Acc. Weld # ttom Far Side Acc. W #1 op Near Side 0.0%d 0.0%. Repair % Reject % R# Remarks Level/Pc. Mk. 1BR 1BR 1BR 1BR 1BR IBR 1BR 1BR 1BL 1BL: 1BL. 1BL 1BL 1BL 1BL 1BL 11AR 11AR 11AR 11AR 1 1AR 1 1AR 11AR 11AR 11AL 11AL 11AL 11AL 1 1AL 11AL 11AL 11AL IOAR IOAR. IOAR IOAR I OAR IOAR I OAR 1 OAR 10AL .?•• • '•.• ••• -•-• • v) al 1 . > U0000000 a ▪ v L:= Tac000000 ✓ g c § V1 . a 0 1 "1 0 Z0000000 \ L IP CASCADE TESTING -- LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 101464 12919 N.E. 126TH PLACE REPORT No. No KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 -0817 DA TE,_ 2 ^ 9 ( I C'T. f� 8 - / TO: PROD o C-..ex-- M C AA LOCATIO \ / . p, J � L..) \\ - 1.J ` BLDG. PERMIT NO. - DGq -1 OWNER WEATHER TEMP. AT AM AT PM ENGINEER q -Q.. c v e\ a_ ATTN: ARCHITECT n \ -\nJ CONTRACTOR c " - __r •?:-_. Cr \.2 \ e(\_ (2) INSPECTION PERFORMED _ RESTEEUCONCRETE RESTEEL ONLY RE STEEUMASONRY STR.ST/WELDING — OT ER /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS _ SLAB _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS BEAMS , �STR.ST 0 k y 0(.". C cS — (4) (AREAS) Cc/Y.- G�0 CS \o e...,4‘.._< cC7 ` s C) �' C `(1/\-C`-'. h" / 2A e r\N e Cam. Jt 27 1 \V Q c e. , t S � � . \ ....� �\ c\,. f. a� �� S���o��s\�� g'`N'S S4 -� /k/6 an ''S / S •2 cw. 6 r`2J s`--2 c r \! c..\-.) S C W ben rv, S 5 () J CONCRETE/MASONRY MIX NO. S'.--Q.... ∎0ccV s DESIGN STRENGTH (PC) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO. NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ YES _ _ REMARKS: C1/47el &C o CCkcAAV,2 c (C 41 " 1n att■C,V , da COPIES TO: 7 ? Revweud 12/97 C P G �� rti - S '- ear Y coo 5 Nr.Ot, \QS �, J S 1• ) r _, 1.n / , 1 I q.S2 a,tik a\ \ ck SD ■ v�Q S SQ. a\ c( cps SIGNED: ,/ 1.. rte. " ` CASCADE TESTIN4 ABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 101457 12919 N.E. 126TH PLACE REPORT NO. NO. KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 -0817 DATE n CEgI, I . 01 TO: PROJt 1i cE,n.we. m all LOCATIO J L1 a. L....D., BLDG. PERMIT NO. ".' OG9 - 22 OWNER WEATHER TEMP. AT AM AT PM ENGINEE q ec�ek `/}1 ATTN m ARCHITECT ,�� ,,(\. CONTRAC _ (2) INSPECTION PERFORMED _ RESTEEL/CONCRETE _ RESTEEL ONLY RESTEELJMASONRY STR.ST/WELDING -THER STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS _ SLAB _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS BEAMS '� , —� )14-7 oL"���- - ( LOCATION (AREAS) ' \ \ax- C T� 4 • ` 6 Q- 00 � CK�ti.� to r� 0G -t- ' to V0\:=4 -I- 2 5 ' \ 1 S 2.3 - # Nc•e iv\ 'ors (-�- V6 • I (5) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST SEE CYLINDER REPORT NO AIR CONTENT ( %) NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ YES _ REMARKS: "^ 4 \` Vo \42S c \ems. A reSV y\c‘c a e‘ of A AA-c.c.,...) u�. S 1 COPIES TO: / /l. , Revised 12/97 a c.t, ewJ2 ay so . a # ed SIGNED: T " L CASCADE TESTINCI TESTING & INSPECTION / ENG NE ERSATORY, INC. i PREVIOUS 101444 12919 N.E. 126TH PLA REPORT No. No. KIRKLAND. WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 -0817 DATE/ n 9 CE. 49 9 • 0 / TO: PROD C e i e t \ r ( f \ \ \ LOCATI 1..) A LSD iczt ` BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM AT PM ENGINEER a•er � c... \ a.... ATTN: ARCHITECT iNi\ \ \N J >r \- CONTRACT 1 (2) INSPECTION PERFORMED RESTEEUCONCRETE F,STEEL ONLY RESTEEUMASONRY V STR.STIWELDING OTHER STR.STIBOLTING ( ITEMS INSPECTED - FOUNDATIONS FOOTINGS _ SLAB _ _ „ AUGER CAST PILES _ COLUMNS - DRILLED PIERS - WALLS - BEAMS - -- (4) SV 1 I S C J CND S G ? 25� LOCATION (AREAS) S26 �\ '' `6 - + (Y\too r -.c 1 /S2 � CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT SEE CYLINDER REPORT NO (%) YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ _ _ REMARKS: Q � 14\e- LS3 I V+ CA /L O e\-- 691Ve-- co Aos, \t/ %S'o t.-) A A Cam. \DQ.cwe ct.\( ed.NmAcQ___ . \ VI c % \ '\ De\ scssvivoV.z.k c\rf ( 2 a. ro , . \ � � A INSPECTOR: �� �� /. / �n2 1 � AnYMIth COPIES TO: /0 Revised 12197 ,eU FIELD RE SIGNED: 11 111 ) KIRKLANDEVERETT . WASHINGTON 95034 (425) 823 -9800 (425) 259 -0817 DATE 7 + 9 cE 2 O5? -� TO: PRSD0 CdP-A.Vre_ et1 cA t `G �7 \ \N L.. BLDG. PERMIT NO. 1-1 ° I ; — c)122 OWNER WEATHER TEMP. AT AM AT PM ENGINEER c `„ er.L...) ,.,.. k ATTN: ARCHITECT Mt. JV\— CONTRACTOR 2 , e. y IQ� c (2) INSPECTION PERFORMED RESTEELJCONCRETE ',TEEL ONLY RESTEEL/MASONRY STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED — FOOTINGS AUGER CAST PILES — DRILLED PIERS — FOUNDATIONS _ SLAB _ COLUMNS -- WALLS BEAMS —. — — (4) � L-. e� k s \lcJ c-.\C .� c` ca s\<-44 LOCATION (AREAS) S �� e CJ S \ o Sk ` CONCRETEIMASONRY MIX NO DESIGN STRENGTH (t'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO. E NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ — REMARKS COPIES TO: 179" "I 1 ?/9j CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE INSPECTOR: F1 EL SIGNED PREVIOUS REPORT No. ) °i •Z( 6 ;13 x2 \ a,�Aoce e A«....a • *nali No. 10147 2 ` CASCADE TESTING -- LABORATORY, INC. TESTING & INSPECTIc / � N ERS PREVIOUS 10 �, 4 43 '^ 12919 N.E. 126TH [ � REPORT No, No. M V KIRKLAND, WASHINGTON NGTON 9E034 823 - 9800 EVERETT (425) 259 -0817 DATE /� / 7 J CER I T902 —n/ SEP 2 4 1999 COMMUNITY DEVE LOPMENT TO: PRCZIEfvT� V fQ _ /\ r LOCATI J` /� 1\\ `�� K BLDG. PERMIT NO. is t -8\ OWNER WEATHER TEMP. AT AM AT PM ENGINEER \ a ATTN• ARCHITECT ,nn C �� Y r ` `w CONTRACT . 1 -Z . e" \ ,./ \ en. (2) INSPECTION PERFORMED _ RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY _ STR.ST/WELDING OTHER — STR.ST /BOLTING (3) ITEMS INSPECTED _. FOUNDATIONS FOOTINGS _ SLAB _ _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS — BEAMS -- [' n ' 4 1f ' � (� Ci.1NU� GJ �V /2. « � / J ` ( LOCATION (AREAS) 5\ / S4�Q.c.0 Vcab S vJ 04. Abe0,,.,nS be.,\ SIC LtV.ea 'cam y re t o iN 4 -4- Myb a / s i . -17,b\Ve A y/s > cer".VV C,V) c,es.. 'L9 //I S 1 Lc 'DR (5) CONCRETE/MASONRY MIX NO DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT %) SEE CYLINDER REPORT NO. ( NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ YES _ _ REMARKS' cx-+ c CC. 0 (Gc-A-ACG-- -3\ -\ S -- D\-\ -c-1<z ) cw,.6,_ ct,Wro 40, Acc,.....D,; L' ,::-..c., 4:1-- t2 -..\ c._._ ) ca&A \Dec„ ‹.\ d,\'' 12. 6. ';ra \,\c, , %\ ......)e ,)r 0S R, 42- Y\E SC ecAz oi. C6F.:;-.. -\ s:)ect."..„ Vc) ■\\s L.J. \ \, " 00 t SyNe-g INSPECTOR: � z y _/ 4. • • FIELD R COPIES TO: SIGNED: Ck l `. ` CASCADE TESTING "LABORATORY, INC. TESTING &INSPECTION /ENGINEERS PREVIOUS q • ( / 12919 N.E. 126TH PLACE REPORT No. No. a KIRKLAND, WASHINGTON 98034 (206) 823.9800 EVERETT (206) 259-0817 DATE 7 / - .7 ■ CERT. NO /7e r-0 TO: PROJE p� O'7>/ l e - r.-7O.< /1 -- ,(2 LOCATION BLDG. PERMIT NO... WNER WEATHER /'4f /e T AT , AM 7- AT /Z.3ePM ENGINEER ATTN: ARCHITECT CONTRACTOR /� / /L'" r (2) INSPECTION PERFORMED RESTEEUCONCRETE RESTEEL ONLY _ RESTEEL/MASONRY STR.ST/WELDING - OTHER STR.ST /BOLTING (3) , ITEMS INSPECTED FOUNDATIONS - _ FOOTINGS _ SLAB _ AUGER CAST PILES COLUMNS - DRILLED PIERS - WALLS - BEAMS J r � (4) LOCATION (AREAS) r(//v% 4 f�G�� - �Q�/T/� 6-foed4.r s if (5) CONCRET WRY MIX NO DESIGN STR ('c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST ' AIR CONTENT ( %) SEE CYLINDER REPORT NO � _ YES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS* S _.4r/ire /.�Ci76/lf — 2 / 5erer — © . Ae G ,/3if,€,-‹ ei f,tireec - ,d'd-r v Afrer.icX ear"' COPIES TO: t , P t' G ` /9) �ei°i/Y a �/ ��rm. 7 I N SPECTO /llvfsert/ FIELD REPORT SIGNED: ` 12919 CASCADE TESTINZ�..LABORA INC. ` - - ' TESTING & INSPECTION I ENGINEER PREVIOUS 10 4 7 N.E. 126TH PLACE REPORT No. No KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 -0817 DA 4 G /1j ^ cEpT9 U � 0 / \ TO: PRO " aJ Cee acre ak LOCATIO ''''.**-C, v No._ l.._3 P BLDG. PERMIT NO. '3) q 9 , 0∎ 22 OWNER WEATHER TEMP. AT AM AT PM ENGINEE q QC-W \ \` a ATTN• ARCHITE ` ' ` �� C\ G CONTRACTR -� Ct �e r\ (2) INSPECTION PERFORMED _ RESTEEUCONCRETE RESTEEL ONLY RESTEEUMASONRY �R.ST/WELDING OTHER — STR.ST /BOLTING ( ITEMS INSPECTED — FOUNDATIONS FOOTINGS _ SLAB — _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS BEAMS — — (4) (AREAS) c C O0 (. ..S\4./ \ ` � e' Q ` S ,2-14 o \� re ‘� c :en.NC 0 2 'oc Ct.. ..q reS 3 S 6 2 V._ . Secrs s_ \ e i.,, � c. k V. CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT %) SEE CYLINDER REPORT NO ( NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ YES _ COPIES TO: lle: scar\ A._ v' ■S \r. G REMARKS: \a� o ( \\..Q___ 'JE ( \ a.CC o Cc'. c.A/V.G2-- � A) sue\ a*‘).) c e co \ e a.,,v\ s - e 424( s. � ' r CASCADE TESTINa...._ABORATORY, INC. '. TESTING & INSPECTION / ENGINEERS PREVIOUS 10 14 3 7 12919 N.E. 126TH PLACE REPORT No. No KIRKLAND, WASHINGTON 98034 (425) 823 -9800 EVERETT (425) 259 -0817 DAT a n 1 . (:). Q / TO: Pa J c ere. t '_ q LOCAT v ` 1 Q ^ V. l ` t BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM AT PM ENGINEER ATTN: ARCHITECT CONTRAV) K I e_i. (2) INSPECTION PERFORMED _ RESTEEUCONCRETE _ RESTEEL ONLY _ RESTEEUMASONRY TR.ST/WELDING OTHER — STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS — SLA _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS — BEAMS — \ ' \ . ( LOCATION (AREAS) %--D A 'L 5 C C DC.4 SV k . CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT %) SEE CYLINDER REPORT NO. ( YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ 4. N.) t3 1,+ - C.-V/ L-.3 a t''^' O /N--, 1 REMARKS: Per vvc r 1 i. x \ 2 0242 ke( S \1 J \ 9.S,) Ss Ft L .4 4 2-x`V) 2S E >e 4 25.E x4 s J x2 S Xi 5 Q:)., 5 5 . rAA ,A AA �. (\vex- INSPECTOR: COPIES TO: '!A -- ��K FIELD SIGNED: L 1110 CASCADE TESTIN(1.._-ABORATORY, INC. ti 1 TESTING & INSPECTION / ENGINEERS PREVIOUS 1014 7 3 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 -0817 DATE /9 9 C� fl _ O y PROJEC LOCATION ■- L3 % \ L BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM AT PM ENGINEER c. , C A a � �� ATTN• ARCH _ ^ f1` \l CONTRACTO (2) INSPECTION PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY RE _ STR.ST/WELDING ✓/ OTHER STR.ST /BOLTING 1 (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS _ SLAB _ _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS — BEAMS — ,49)clIC7,7 ar■ CAN.00S S --* L (AREAS) ej fy, cccA cQr- \e s ec.rs ELF ,\ ". - `o r CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT %) SEE CYLINDER REPORT NO ( YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ _ _ REMARKS: c c Oc ) 'N,,,,, e- e. cVe.c� city d. ckr v , erc, � r�l.Q S 1 c,lAo cL\r,pe_A ca...,3 COPIES TO: - J / //o _SV Gwv Scke_ k � 2 c� Cocce c 411■A . INSPECTO FIELD R SIGNED' �\ ' ` CASCADE TESTINCL ABORATORY, TESTING & INSPECTION / ENGINEERS (2919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 90034 (425) EVERETT (425) INC. 823 - 9800 259 -0817 PREVIOUS REPORT No. No. 101486 DATE / CE �t �j], o g , 0/ TO: P EC of Ce..rM 42_. n G LOCATION kA k k-01:2t BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM AT PM ENGINEER l' n �r- al_ ATTN. ARCHITEC J �' CONT,I/cC� f y Q,‘ , INSPECTION PERFORMED RESTEEUCONCRETE RESTEEL ONLY RESTEEUMASONRY — STR.ST/WELDING — OTHER STR.ST /BOLTING ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS — FOUNDATIONS SLAB COLUMNS — WALLS BEAMS — -- ( LOCATION (AREAS) Q.c C�S S \ ` C0�L� cQ `Z, ,S , r `' ` Z:( (5) CONCRETE/MASONRY SUPPLIER MIX NO. DESIGN STRENGTH (PC) TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT (A) SPECIMENS CAST SEE CYLINDER REPORT NO YES NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS' COPIES TO: Revised 12/97 INSPECTOR: FIE SIGNED: V `SN. fc�J "Q1.D Q Ccc c V (-- ?e( c ed. � mod. �.., b . S C E. 41, x c h J eNNe .s c€x . \(\ SJ eN \-Y-3 ? ( y/ -\u„ 0\> a.ccocd cx2.— C Ak �.• o� -� Cv.d _s • HNICAL SPECIFICATIO] for the THCENTER MALL RENOVATION located at Tukwila, Washington r:LE- COPY I tho Finn C.70 t3 errdra crvi omissior.3 c.nd: plans co e3 not authorize the violation of cny aficpted code or ordnance. Receipt of contractor's 14 April, 1999 of aPPioved P110111 FOR PERMIT 14 By 1 REVIEW 7 Permit No. 1 MITHUN PART N E R S MPI PROJECT NO. 98294.00 3 qq RECEIVED CITY OF TUKWILA ,‘1 9 1999 1 4, PERMIT CENTER SOUTHCENTER MALL RENOVATION finish. MPI JOB NO. 98294 SECTION 02872 - TREE GRATES 1.1 General A. Submittals: In addition to product data, submit the following: 1. Shop drawings showing layout, details of construction, patterns or designs, dimensions, profiles, anchors, and accessories.. 1.2 Products A. Manufacturer: Ironsmith Architectural Products, Inc., P.O. Box 1141, Palm Desert, CA 92261; 800/338 -4766. B. Materials: Tree grate and frame assembly, Starburst model #M7208 -1; 72" x 72 ". Natural C. Tree grate material shall be cast aluminum per ASTM B26, latest revision. Allt ree grate castings hall be manufactured true to pattern an component parts, and shall fit together in satisfactory manner, planar, and in full alignment to component parts and surrounding materials. Castings shall be of uniform pattern and quality, free from blowholes, hard spots, shrinkage, distortion, or other defects. Clean castings by sandblasting. Grates shall be Americans with Disabilities Act compliant regarding pattern, design, and slip resistance. D. Frames shall be supplied with natural finish. 1.3 Execution A. Examination: coordinate with the work of other Sections for the proper installation of frame relative to finish construction and for uniform appearance. B. Install frames and grates where indicated on Plans, flush and leveled with surrounding finish floor surfaces. Use spreaders or stakes to keep frames from being distorted by concrete pressure. Clean concrete and debris from frame prior to grate installation. Provide wood or foam blocks in new concrete for projection of pilfer -proof bolts. C. Grind grate pads on bottom of grate sections as necessary for level. Maintain flush, aligned, and leveled at all times. Adjust tree opening diameter as necessary to accomodate trees and as directed by Owner's landscape and planting consultant, utilizing manufacturer's pre- determined opening diameters. D. Remove or protect tree grates if surrounding concrete or floor around tree well perimeter is chemically treated or acid washed. E. Position tree grates to meet in the center of tree well and have uniform spacing around outside edges of castings. Drill through counter -bored holes in the grates and install pilfer -proof bolts per manufacturer's instructions. F. Clean installed assembly and provide protection as necessary. END OF SECTION 02872 TREE GRATES 02872 -1 SOUTHCENTER MALL RENOVATION SECTION 03300 - CAST -IN -PLACE CONCRETE 1.1 General 1.2 Products MPI JOB NO. 98294 Submittals: In addition to Product Data, submit design mixes and the following for each concrete mix: 1. Shop Drawings detailing fabrication, bending, and placement. 2. Material certificates signed by product manufacturers certifying that product complies with requirements. B. Quality Assurance: Comply with ACI 301, "Specification for Structural Concrete," and ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." 1. Installer Qualifications: An experienced installer who has completed concrete Work similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in- service performance. 2. Manufacturer Qualifications: A firm experienced in manufacturing ready -mixed concrete products complying with ASTM C 94 requirements for production facilities and equipment. Steel Reinforcement: As follows: 1. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed. 2. Plain -Steel Welded Wire Fabric: ASTM A 185, flat sheets. B. Concrete Materials: As follows: 1. Portland Cement: ASTM C 150, Type I or H. 2. Aggregate: ASTM C 33, uniformly graded, from a single source. 3. Water: ASTM C 94. 4. Air- Entraining Admixture: ASTM C 260. 5. Water - Reducing Admixture: ASTM C 494, Type A. 6. High -Range, Water - Reducing Admixture: ASTM C 494, Type F. 7. Water - Reducing and Accelerating Admixture: ASTM C 494, Type E. 8. Water - Reducing and Retarding Admixture: ASTM C 494, Type D. 9. Synthetic Fiber: Fibrillated or monofilament polypropylene fibers engineered and designed for use in concrete, complying with ASTM C 1116, Type III, 1/2 to 1 -1/2 inches (13 to 38 mm) long. C. Related Materials: As follows: 1. Flexible Joints at planters: Manville Expand -O -Flash 2. Vapor Retarder: ASTM E 1745, Class C, not less than 7.8 mils (0.18 mm) thick; or polyethylene sheet, ASTM D 4397, not less than 10 mils (0.25 mm) thick. 3. Joint - Filler Strips: ASTM D 1751, asphalt - saturated cellulosic fiber, or ASTM D 1752, cork or self - expanding cork. CAST -IN -PLACE CONCRETE 03300 -1 SOUTHCENTER MALL RENOVATION 1.3 Execution MPI JOB NO. 98294 4. Bonding Agent: ASTM C 1059, Type II, non - redispersible, acrylic emulsion or styrene butadiene. 5. Epoxy - Bonding Adhesive: ASTM C 881, two- component epoxy resin, of type, class, and grade to suit requirements. D. Curing Materials: As follows: 1. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete. 2. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz. /sq. yd. (305 g /sq. m) dry. 3. Moisture - Retaining Cover: ASTM C 171, polyethylene film or white burlap - polyethylene sheet. 4. Clear, Solvent -Borne, Membrane - Forming Curing Compound: ASTM C 309, Type 1, Class B. 5. Clear, Waterborne, Membrane - Forming Curing Compound: ASTM C 309, Type 1, Class B. 6. Clear, Solvent -Borne, Membrane - Forming Curing and Sealing Compound: ASTM C 1315, Type 1, Class A. 7. Clear, Waterborne, Membrane - Forming Curing and Sealing Compound: ASTM C 1315, Type 1, Class A. E. Concrete Mixes: Prepare design mixes, proportioned according to ACI 211.1 and ACI 301, with the following properties: 1. Compressive Strength (28 Days): 3000 psi. 2. Slump: 4 inches (100 mm). 3. Air Content: 4.0 percent. 4. See structural drawings for specific mix requirements. F. Synthetic Fiber: Uniformly disperse in concrete mix at manufacturer's recommended rate, but not less than 1 lb /cu. yd. (0.60 kg /cu. m). G. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94, and furnish batch ticket information. H. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94 and ASTM C 1116, and furnish batch ticket information. I. Project -Site Mixing: Measure, batch, and mix concrete materials and concrete according to ASTM C 94. Mix concrete materials in appropriate drum -type batch machine mixer. A. Design, construct, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until concrete structure can support such loads. B. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast -in -place concrete. Use Setting Drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. CAST -IN -PLACE CONCRETE 03300 - 2 Finish formed surfaces as follows: a. Do not apply rubbed finish to smooth - formed finish. SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 C. Leave formwork, for beam soffits, joists, slabs, and other structural elements, that supports weight of concrete in place until concrete has achieved 28-day design compressive strength. D. Comply with ACI 318 (ACI 318M), ACI 301, and recommendations in ACI 347R for design, installation, and removal of shoring and reshoring. E. Vapor Retarder: Place, protect, and repair vapor - retarder sheets according to ASTM E 1643. F. Steel Reinforcement: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement. 1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete. G. Joints: Locate and install construction, isolation, and contraction joints. H. Waterstops: Install m construction joints and at other locations indicated, according to manufacturer's written instructions. I. Concrete Placement: Deposit concrete continuously and avoid segregation. Deposit concrete in forms in horizontal layers no deeper than 24 inches (600 mm), avoiding cold joints. 1. Consolidate concrete with mechanical vibrating equipment. 2. Screed and initial -float concrete floors and slabs using bull floats or darbies to form a uniform and open - textured surface plane, free of humps or hollows, before excess moisture or bleedwater appears on the surface. Do not further disturb slab surfaces before starting finishing operations. 3. Comply with ACI 306.1 for cold - weather concrete placement. 4. Place concrete according to recommendations in ACI 305R when hot - weather conditions exist. 1. Apply rough - formed finish, defined in ACI 301, to concrete surfaces indicated or not exposed to public view. 2. Apply smooth - formed finish, defined in ACI 301, to concrete surfaces indicated and exposed to public view or to be covered with a coating or covering material applied directly to concrete, such as waterproofing, dampproofing, veneer plaster, or painting. 3. Apply smooth -rubbed finish to smooth - formed finished concrete surfaces indicated or exposed to public view. K. Finishing Floors and Slabs: Comply with recommendations m ACI 302.1R for screeding, restraightening, and finishing operations for concrete surfaces. 1. Scratch Finish: Apply scratch finish, defined in ACI 301, to surfaces indicated and to surfaces to receive concrete floor topping or mortar setting beds for ceramic or quarry tile, portland cement terrazzo, and other bonded cementitious floor finishes. 2. Float Finish: Apply float finish, defined in ACI 301, to surfaces indicated, to surfaces to receive trowel finish, and to surfaces to be covered with fluid - applied or sheet waterproofing, built -up or membrane roofing, or sand -bed terrazzo. CAST -IN -PLACE CONCRETE 03300 - 3 SOUTHCENTER MALL RENOVATION 3. Trowel Finish: Apply a trowel finish to surfaces indicated and to surfaces exposed to view or to be covered with resilient flooring, carpet, ceramic or quarry tile set over a cleavage membrane, paint, or another thin film- finish coating system. a. After applying float finish, apply first trowel finish and consolidate concr +te by hand or power- driven trowel. Continue troweling passes and restraighten until surface is free of trowel marks and uniform in texture and appearance. Grind smooth any surface defects that would telegraph through applied coatings or floor coverings. b. Finish and measure surface so gap at any point between concrete surface and an unleveled freestanding 10 -foot- (3.05 -m -) long straightedge, resting on two high spots and placed anywhere on the surface, does not exceed the following: 4. Trowel and Fine -Broom Finish: Apply a partial trowel finish, stopping after second troweling, to surfaces indicated and to surfaces where ceramic or quarry tile is to be installed by either thickset or thin -set method. Immediately after second troweling, and when concrete is still plastic, slightly scarify surface with a fine broom. 5. Broom Finish: Apply a broom finish to exterior concrete, brooming with fiber - bristle broom perpendicular to main traffic route, to platforms, steps, and ramps, and elsewhere as indicated. L. Concrete Protection and Curing: Protect concrete from excessive cold or hot temperatures. Comply with ACI 306.1 for cold - weather protection and with recommendations in ACI 305R for hot - weather protection during curing. 1. Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause excessive moisture loss. 2. Begin curing after finishing concrete but not before free water has disappeared from concrete surface. 3. Cure formed and unformed concrete for at least seven days by moisture curing, moisture - retaining -cover curing, or curing compound. 4. Cure and seal floors and slabs with a curing and sealing compound according to manufacturer's written instructions. M. Testing Agency: Owner will engage a qualified independent testing and inspecting agency to sample materials, perform tests, and submit test reports during concrete placement. Tests shall be performed according to ACI 301. N. Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and replace concrete that cannot be repaired and patched to Architect's approval. END OF SECTION 03300 1) 1/4 inch (6.4 mm). 2) 3/16 inch (4.8 mm). 3) 1/8 inch (3.2 mm). MPI JOB NO. 98294 CAST -IN -PLACE CONCRETE 03300 - 4 SOUTHCENTER MALL RENOVATION SECTION 03450 - PLANT- PRECAST ARCHITECTURAL CONCRETE 1.1 General MPI JOB NO. 98294 Structural Performance: Provide precast architectural concrete units and connections capable of withstanding design loads within limits and under conditions indicated: concrete veneer accent band units. B. Submittals: In addition to Product Data, submit design mixes and the following: 1. Shop Drawings: Detail fabrication and installation of precast architectural concrete units. Indicate member locations, plans, elevations, dimensions, shapes, cross sections, limits of each finish, and types of reinforcement, including special reinforcement. 2. Samples: For each type of finish indicated on exposed surfaces of precast architectural concrete units, one set of 3, illustrating full range of finish, color, and texture variations expected; approximately 12 by 12 by 2 inches (300 by 300 by 50 mm). C Fabricator Qualifications: A qualified firm that assumes responsibility for engineering precast architectural concrete units to comply with performance requirement✓. D. Design Standards: Comply with ACI 318 (ACI 318M) and the design recommendations of PCI MNL 120, "PCI Design Handbook — Precast and Prestressed Concrete." E. Quality- Control Standard: Comply with PCI MNL 117, "Manual for Quality Control for Plants and Production of Architectural Precast Concrete Products." F. Welding: Qualify procedures and personnel according to AWS D1.1, "Structural Welding Code—Steel"; and AWS D1.4, "Structural Welding Code — Reinforcing Steel." G. Store units at Project site to prevent cracking, distorting, warping, staining, or other physical damage, and so markings are visible. 1. Lift and support units only at designated lifting and supporting points as shown on Shop Drawings. 1.2 Products A. Reinforcing Materials: As follows: 1. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed. 2. Plain -Steel Wire: ASTM A 82, as drawn. 3. Deformed -Steel Wire: ASTM A 496. B. Concrete Materials: As follows: 1. Portland Cement: ASTM C 150, Type I or Type III, white, of same type, brand, and source. 2. Normal - Weight Aggregates: Except as modified by PCI MNL 116, ASTM C 33 3. Air - Entraining Admixture: ASTM C -260. PLANT - PRECAST ARCHITECTURAL CONCRETE 03450 -1 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 C. Concrete Mixes: Prepare design mixes for each type of concrete required and as follows: 1. Normal - Weight Concrete: Proportion mixes by either laboratory trial batch or field test data methods according to ACI 211.1, with materials to be used on Project, to provide normal- weight concrete with the following properties: a. Compressive Strength (28 Days): 5000 psi (34.5 MPa). b. Maximum Water - Cementitious Materials Ratio: 0.45. c. Water Absorption: 12 to 14 percent by volume, tested according to PCI MNL 117. d. Add air - entraining admixture at manufacturer's prescribed rate to result in concrete at point of placement having an air content complying with PCI MNL 117. D. Fabrication: 1. Cast -in reglets, slots, holes, and other accessories in precast architectural concrete units to receive windows, cramps, dowels, reglets, waterstops, flashings, and other similar work as indicated. 2. Reinforce precast architectural concrete units to resist handling, transportation, and erection stresses. 3. Mix concrete according to PCI MNL 117 and requirements in this Section. After concrete batching, no additional water may be added. 4. Place concrete in a continuous operation to prevent seams or planes of weakness from forming in precast concrete units. Comply with requirements in PCI MNL 117 for measuring, mixing, transporting, and placing concrete. 5. Thoroughly consolidate placed concrete by internal and external vibration without dislocating or damaging reinforcement and built -in items. Use equipment and procedures complying with PCI MNL 117. 6. Identify pickup points or precast architectural concrete units and orientation in structure with permanent markings, complying with markings indicated on Shop Drawings. Imprint or permanently mark casting date on each precast architectural concrete unit on a surface that will not show in finished structure. 7. Cure concrete, according to requirements in PCI MNL 117, by moisture retention without heat or by accelerated heat curing using low- pressure live steam or radiant heat and moisture. 8. Discard precast architectural concrete units that are warped, cracked, broken, spalled, stained, or otherwise defective unless repairs are approved by Architect. 9. Fabricate precast architectural concrete units straight and true to size and shape with exposed edges and corners precise and true so each finished panel complies with PCI MNL 117 product tolerances as well as position tolerances for cast -in items. E. Finishes: Finish exposed -face surfaces of precast architectural concrete units to match approved design reference sample and as follows: 1. PCI and APA's "Architectural Precast Concrete - -Color and Texture Selection Guide," of plate numbers indicated. 2. Smooth- Surface Finish: Provide surfaces free of pockets, sand streaks, and honeycombs, with uniform color and texture. 3. Finish exposed surfaces of precast architectural concrete units. PLANT - PRECAST ARCHITECTURAL CONCRETE 03450 - 2 ND.OF SECTION 03450, UTHCENTER MALL RENOVATION Execution Install precast architectural concrete. Provide temporary supports and bracing as required to maintain position, stability, and alignment as units are being permanently connected. Maintain horizontal and vertical joint alignment and uniform joint width as erection progresses. Install precast architectural concrete units level, plumb, square, true, and in alignment without exceeding the noncumulative erection tolerances of PCI MNL 117, Appendix I. Repair exposed exterior surfaces of precast architectural concrete units to match color,, texture, and uniformity of surrounding precast architectural concrete if permitted by Architect. Clean exposed surfaces of precast concrete units after erection to remove weld marks, other markings, dirt, and stains. PLANT - PRECAST ARCHITECTURAL CONCRETE 03450 - 3 SOUTHCENTER MALL RENOVATION SECTION 03490 - GLASS - FIBER- REINFORCED PRECAST CONCRETE 1.1 General MPI JOB NO. 98294 Structural Performance: Provide GFRC shapes capable of withstanding gravity, wind, seismic, and erection design loads as well as the effects of thermal - and moisture - induced volume changes, according to load factors and loading combinations. 1. Design framing systems to withstand design loads with lateral deflections no greater than 1/360 of the wall height. B. Submittals: In addition to Product Data, submit GFRC design mixes, welding certificates, manufacturer qualification data, and the following: 1.2 Products 1. Shop Drawings detailing fabrication and installation of GFRC panels. Indicate panel elevations, sections, and dimensions; thickness of facing, GFRC backing, and bonding pads; finishes; joint and connection details; lifting and erection details; cold- formed metal framing layout and details; location and details of connection hardware attached to structure; size, location, and details of flex, gravity, and seismic anchors; other items sprayed into panels; and description of loose, cast-in, and field hardware. 2. Samples of GFRC showing the full range of colors and textures expected, 12 by 12 inches (300 by 300 mm). Quality Assurance: Comply with PCI MNL 130, "Manual for Quality Control for Plants and Production of Glass Fiber Reinforced Concrete Products," and as follows: 1. Comply with AISI's "Specification for the Design of Cold- Formed Steel Structural Members." 2. Manufacturer Qualifications: A firm experienced in manufacturing GFRC shapes and that assumes responsibility for engineering GFRC shapes; provides comprehensive engineering analysis prepared, signed, and sealed by a professional engineer legally qualified to practice in jurisdiction where Project is located; and participates in PCI's Plant Certification Program and is designated a PCI - Certified Plant for Group G, Glass Fiber Reinforced Concrete. 3. Welding: Qualify procedures and personnel according to AWS D1.1 and AWS D1.3. A. Concrete Materials: Complying with PCI MNL 130 and as follows: 1. Portland Cement: ASTM C 150, Type I or III, white to achieve sample finish color. 2. Metakaolin: ASTM C 618, Class N. 3. Glass Fibers: Alkali resistant, with a minimum zirconia content of 16 percent, 1 to 2 inches (25 to 50 mm) long, specifically produced for use in GFRC. 4, Sand: Washed and dried silica, successfully used in GFRC production, complying with composition requirements of ASTM C 144. 5. Aggregate: ASTM C 33. 6. Water: Potable. 7. Curing Admixture: Acrylic thermoplastic copolymer dispersion. 8. Air - Entraining Admixture: ASTM C 260. GLASS - FIBER - REINFORCED PRECAST CONCRETE 03490 -1 SOUTHCENTER MALL RENOVATION 9. Chemical Admixtures: ASTM C 494. MPI JOB NO. 98294 B. Anchors and Subsystems: As follows: 1. Carbon -Steel Shapes and Plates: ASTM A 36/A 36M. 2. Carbon -Steel Rods: ASTM A 108, AISI 1018, cold drawn. 3. Carbon -Steel Plate: ASTM A 283/A 283M. 4. Bolts: ASTM A 307 or ASTM A 325 (ASTM F 568M or ASTM A 325M). 5. Finish: Zinc coated by hot -dip process according to ASTM A 123/A 123M and ASTM A 153/A 153M, as applicable. 6. Finish: Shop primed with lead- and chromate -free, rust- inhibitive primer complying with performance requirements in FS TT-P -664 or SSPC -Paint 25. C. Frame Materials: ASTM A 653/ A 653M, structural -steel sheet, G90 (Z275) zinc coating, cold formed into manufacturer's standard C- shaped steel studs with stiffened flanges, complying with ASTM C 955, minimum uncoated steel thickness of 0.0538 inch (1.37 mm). D. GFRC Mixes: Proportion backing mix of portland cement, glass fibers, sand, and selected admixtures. Provide nominal glass -fiber content of not less than 5 percent. 1. Proportion face mix of portland cement, fine and coarse aggregates, and selected admixtures, with an air content of 3 to 10 percent; ASTM C 231. E. Panel Frame: Fabricate panel framing and accessories plumb, square, true to line, and with connections securely fastened. 1. Fasten cold - formed metal framing members by welding. Comply with AWS D1.3 requirements and procedures. 2. Fasten structural -steel framing members by welding. Comply with AWS D1.1 requirements and procedures for welding. 3. Weld flex, gravity, and seismic anchors to panel framing. 4. Reinforce, stiffen, and brace framing assemblies to withstand handling, delivery, and erection stresses. Lift fabricated assemblies to prevent damage or permanent distortion. 5. Repair Painting: Touch up accessible damaged galvanized surfaces according to ASTM A 780 and painted surfaces using rust- inhibitive prime -paint material compatible with shop coat. F. GFRC Fabrication: Proportion, mix, spray, consolidate, and cure GFRC according to PCI MNL 130 procedures. 1. Spray mist coat of matrix without glass fibers over molds to a thickness not exceeding 1/8 inch (3 mm). 2. Spray face mix in thickness indicated on Shop Drawings. 3. Proceed with spraying up backing mix skin before face mix has set, using procedures that produce a uniform thickness and even distribution of glass fibers and matrix. 4. Attach frame to GFRC before initial set of GFRC backing, maintaining a minimum clearance of 1/2 inch (13 mm) from GFRC backing, and without anchors protruding into GFRC backing. 5. Build up homogeneous GFRC bonding pads over anchor legs, maintaining a minimum thickness of 1/2 inch (13 mm) over top of anchor foot, before initial set of GFRC backing. GLASS - FIBER- REINFORCED PRECAST CONCRETE 03490 - 2 SOUTHCENTER MALL RENOVATION 1.3 Execution 6. Inserts and Embedments: Build up homogeneous GFRC bosses or bonding pads over inserts and embedments to provide sufficient anchorage and embedment to comply with design requirements. G. Manufacturing Tolerances: Manufacture GFRC units so each finished unit complies with PCI MNL 130 for dimension, position, and frame tolerances. Finish exposed -face surfaces of GFRC units as follows to match Architect's design reference sample. Panel faces shall be free of joint marks, grain, or other obvious defects. 1. Color and Finish: Match existing columns at Food Court Entrance. MPI JOB NO. 98294 Quality- Control Testing: Establish and maintain a quality- control program for manufacturing GFRC units according to PCI MNL 130. 1 Test and inspect GFRC production. Include material acceptance testing, preproduction testing, aggregate production testing, wet production testing, and production testing after curing. A. Erection: Install clips, hangers, and other accessories required for connecting GFRC units to supporting members and backup materials. 1. Lift GFRC units at lifting points established by manufacturer and install without damaging units. 2. Install GFRC units level, plumb, square, and in alignment. Provide temporary supports and bracing as required to maintain position, stability, and alignment of units until permanent connections are completed. Maintain horizontal and vertical joint alignment and uniform joint width. Remove projecting hoisting devices. 3. Anchor GFRC units in position by bolting or welding, or both, as indicated on Shop Drawings. Remove temporary shims, wedges, and spacers as soon as possible after anchoring is completed. 4. Welding: Comply with AWS D1.1 and AWS D1.3 requirements and procedures for welding, appearance and quality of welds, and methods used in correcting welding work. Protect GFRC units from damage by field welding or cutting operations, and provide noncombustible shields as required. 5. At bolted connections, use lock washers or other acceptable means to prevent loosening of nuts. 6. Erect GFRC units to comply with PCI MNL 130 noncumulative tolerances. END OF SECTION 03490 GLASS - FIBER - REINFORCED PRECAST CONCRETE 03490 - 3 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 SECTION 03532 - CONCRETE FLOOR TOPPING 1.1 General A. Submittals: Submit Product Data and material test reports. B. Cast topping mockups approximately 100 sq. ft. in the location indicated or, if not indicated, as directed by Architect. C. Environmental Limitations: Comply with manufacturer's written instructions for substrate moisture content, humidity, ventilation, and other conditions affecting topping performance. Place topping only when ambient temperature and temperature of base slabs are between 50 and 86 deg F. 1.2 Products A. Mineral- Aggregate Toppings: Subject to compliance with requirements, provide one of the following products: 1. A -H Emery A -1 Premix; Anti-Hydro International, Inc. 2. Emery Tuff Top; Dayton Superior Corporation. 3. Emerytop 400; L &M Construction Chemicals, Inc. 4. Met -Top E; Metalcrete Industries. 5. Emeri -Crete Topping; Sternson Group. B. Iron- Aggregate Toppings: Subject to compliance with requirements, provide one of the following products: 1. A -H Irontop; Anti-Hydro International, Inc. 2. Iron Topping RM; Burke Group, LLC (The). 3. Conplate Floor Topping; Conspec Marketing & Manufacturing Co., Inc. 4. Super Euco -Top; Euclid Chemical Co. 5. Mastertop 300 Anvil -Top; Master Builders, Inc. 6. Metalcrete; Metalcrete Industries. 7. Ferrotop; Sternson Group. C. Clear, Solvent -Borne, Membrane - Forming Curing Compound: ASTM C 309, Type 1, Class B, 25 percent solids content, minimum. D. Epoxy Joint Filler: Two - component, semirigid, 100 percent solids, epoxy resin with a Shore A hardness of 80 percent ASTM D 2240. E. Joint -Filler Strips: ASTM D 1751, asphalt- saturated cellulosic fiber. F. Acrylic- Bonding Agent: ASTM C 1059, Type II, non - redispersible, acrylic emulsion or styrene butadiene. G. Epoxy Adhesive: ASTM C 881, Type V, two- component epoxy resin, capable of humid curing and bonding to damp surfaces, of class and grade to suit requirements. H. Topping: Mix topping materials and water in appropriate drum -type batch machine mixer or truck mixer according to manufacturer's written instructions. CONCRETE FLOOR TOPPING 03532 - 1 C, SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 1.3 Execution Preparation of Existing Concrete: Prepare and clean existing base slabs according to topping manufacturer's written instructions. Fill voids, cracks, and cavities in base slabs. Install joint-filler strips where topping abuts vertical surfaces. C. Install topping according to manufacturer's written instructions. Start application in presence of manufacturer's technical representative. D. Existing Concrete: Apply epoxy-bonding adhesive, mixed according to manufacturer's written instructions, and scrub into dry base slabs. Place topping while adhesive is still tacky. E. Screed surface with a straightedge and strike off to correct elevations. Begin initial floating using bull floats to form a uniform and open-textured surface plane free of humps or hollows. Finishing: Consolidate surface with power-driven floats as soon as topping can support equipment and operator. Float and restraighten surface. Apply hard trowel finish, leaving surface smooth and uniform. Begin curing immediately after finishing topping. Apply curing compound uniformly in two coats in continuous operations by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period. H. Install epoxy joint filler full depth of contraction joints according to manufacturer's written instructions. Overfill joint and trim joint filler flush with top of joint after hardening. I. Repair and patch defective topping areas, including areas that have not bonded to concrete substrate. END OF SECTION 03532 CONCRETE FLOOR TOPPING 03532-2 • SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 SECTION 04810 - UNIT MASONRY ASSEMBLIES 1.1 General A. Submittals: In addition to Product Data, submit the following: 1. Shop Drawings: For masonry reinforcing bars; comply with ACI 315, "Details and Detailing of Concrete Reinforcement." Show elevations of reinforced walls. 2. Samples showing the full range of colors and textures available for exposed masonry units and colored mortars. 3. Material Test Reports: From a qualified testing agency, for each type of masonry unit required; mortar complying with property requirements, and grout complying with compressive strength requirement. 4. Material Certificates: For each type of masonry unit required. B. Preconstruction Testing Service: Engage a qualified independent testing agency to perform the following preconstruction testing: 1. Clay Masonry Units: For each clay masonry unit indicated, per ASTM C 67. 2. Concrete Masonry Units: For each concrete masonry unit indicated, per ASTM C 140. 3. Mortar: For mortar properties per ASTM C 270. 4. Grout: For compressive strength per ASTM C 1019. C. Fire- Resistance Ratings: Where indicated, provide materials and construction identical to those of assemblies with fire- resistance ratings determined per ASTM E 119 by a testing and inspecting agency, by equivalent concrete masonry thickness, or by another means, as acceptable to authorities having jurisdiction. D. Sample Panels: Build sample panels, to verify selections made under sample Submittals and to demonstrate aesthetic effects, for each type of exposed unit masonry assembly in sizes approximately 48 inches (1200 mm) long by 48 inches (1200 mm) high by full thickness. E. Cold- Weather Requirements: Do not build on frozen substrates. Remove and replace unit masonry damaged by frost or by freezing conditions. Comply with cold - weather construction requirements contained in ACI 530.1 /ASCE 6 /TMS 602. F. Hot - Weather Requirements: When ambient temperature exceeds 100 deg F (38 deg C), or 90 deg F (32 deg C) with a wind velocity greater than 8 mph (13 km /h), do not spread mortar beds more than 48 inches (1200 mm) ahead of masonry. Set masonry units within one minute of spreading mortar. 1.2 Products A. Color and Texture: As indicated by manufacturer's designations. B. Concrete Masonry Units: ASTM C 90 and as follows: 1. Unit Compressive Strength: Provide units with minimum average net -area compressive strength of 1900 psi (13.1 MPa) 2150 psi (14.8 MPa) 2800 psi (19.3 MPa) 3050 psi (21.0 MPa) . 2. Weight Classification: Medium weight . 3. Provide Type I, moisture - controlled units. UNIT MASONRY ASSEMBLIES 04810 -1 SOUTHCENTER MALL RENOVATION D. Face Brick: ASTM C 216 Grade SW , Type FBX , and as follows: E. Mortar and Grout Materials: As follows: MPI JOB NO. 98294 4. Provide special shapes for lintels, corners, jambs, sash, control joints, headers, bonding, and other special conditions. C. Brick, General: Provide shapes indicated and as follows: 1. Provide units without cores or frogs and with exposed surfaces finished for ends of sills and caps and for similar applications that would otherwise expose unfinished brick surfaces. 2. Provide special shapes for applications requiring brick of size, form, color, and texture on exposed surfaces that cannot be produced by sawing. 1. Mutual Materials: #43710 Smooth Finish Color "Copper" (confirm match to existing masonry on site). 2. Unit Compressive Strength: Provide units with minimum average net -area compressive strength of 3000 psi (20.7 MPa) . 3. Initial Rate of Absorption: Less than 20 g /30 sq. in. (20 g/194 sq. cm) per minute when tested per ASTM C 67. 4. Efflorescence: Provide brick that has been tested according to ASTM C 67 and is rated "not effloresced." 5. Size: Manufactured to the following actual dimensions: Match existing brick. 1. Portland Cement: ASTM C 150, Type I or II, except Type III may be used for cold - weather construction. 2. Hydrated Lime: ASTM C 207 , Type S. 3. Mortar Cement: ASTM C 1329 . 4. Masonry Cement: ASTM C 91 . 5. For pigmented mortar, use a colored cement or cement -lime formulation as required to produce the color indicated. 6. Aggregate for Mortar: ASTM C 144; except for joints less than 1/4 inch (6.5 mm) thick, use aggregate graded with 100 percent passing the No. 16 (1.18 -mm) sieve. a. Colored - Mortar Aggregates: Natural- colored sand or ground marble, granite, or other sound stone; of color necessary to produce required mortar color. 7. Aggregate for Grout: ASTM C 404. 8. Mortar Pigments: Natural and synthetic iron oxides and chromium oxides, compounded for use in mortar mixes. Use only pigments with a record of satisfactory performance in masonry mortar. 9. Water: Potable. F. Steel Reinforcing Bars: ASTM A 615/A 615M; ASTM A 616/A 616M, including Supplement 1; or ASTM A 617/A 617M, Grade 60 (Grade 400). G. Masonry Joint Reinforcement: ASTM A 951 ; mill galvanized, carbon -steel wire for interior walls and hot -dip galvanized, carbon -steel wire for exterior walls. H. Ties and Anchors, General: Provide ties and anchors, specified in subsequent paragraphs, made from materials that comply with this paragraph, unless otherwise indicated. UNIT MASONRY ASSEMBLIES 04810 - 2 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 1. Galvanized Carbon -Steel Wire: ASTM A 82; with ASTM A 153, Class B-2 coating for exterior walls and Class 1 coating for interior walls. 2. Galvanized Steel Sheet: ASTM A 366 /A 366M cold - rolled, carbon -steel sheet hot -dip galvanized after fabrication to comply with ASTM A 153, at exterior walls; and ASTM A 653/A 653M, G60 (Z180), commercial- quality, steel sheet zinc coated by hot - dip process on continuous lines before fabrication at interior walls. Adjustable Masonry- Veneer Anchors: Provide two -piece assemblies that allow vertical or horizontal adjustment but resist tension and compression forces perpendicular to wall, for attachment over sheathing to metal studs, and that are capable of withstanding a 100 -Ibf (445 - N) load in both tension and compression without deforming or developing play in excess of 0.05 inch (1.3 mm). 1. Dur.O Wal D/A 213S system with pencil rod attachment provisions in pintle section; 11 ga. pintle; 12 ga. Plate; stainless steel proprietary screws - two per plate. J• 2. Seismic Masonry- Veneer Anchors: Units consisting of a rib- stiffened, sheet metal anchor section with screw holes top and bottom; with raised rib - stiffened strap stamped into center to provide a slot for a connector section designed to engage a continuous wire embedded in the veneer mortar joint. Embedded Flashing Materials: As follows: 1. Metal Flashing: Fabricate from the following metal complying with requirements specified in Division 7 Section "Sheet Metal Flashing and Trim" and below: a. Copper - Laminated Flashing: Manufacturer's standard laminated flashing consisting of 5- oz. /sq. ft. (1.5- kg /sq. m) sheet copper bonded with asphalt between 2 layers of glass -fiber cloth. K. Miscellaneous Masonry Accessories: As follows: 1. Compressible Filler: Premolded filler strips complying with ASTM D 1056, Grade 2A1; compressible up to 35 percent; formulated from neoprene urethane or PVC . 2. Bond- Breaker Strips: Asphalt - saturated, organic roofing felt complying with ASTM D 226, Type I (No. 15 asphalt felt). 3. Round Plastic Weep/ Vent Tubing: Medium - density polyethylene, 3/8 -inch (9 -mm) OD by 4 inches (100 mm) long. 4. Cavity Drainage Material: Washed peagravel. L. Masonry Cleaners: As follows: 1. Proprietary Acidic Cleaner: Manufacturer's standard - strength cleaner designed for removing mortar /grout stains, efflorescence, and other new construction stains from new masonry without discoloring or damaging masonry surfaces. Use product expressly approved for intended use by cleaner manufacturer and manufacturer of masonry units being cleaned. M. Mortar and Grout Mixes: Do not use admixtures, unless otherwise indicated. Do not use calcium chloride in mortar or grout. 1. Mortar for Unit Masonry: Comply with ASTM C 270 , Proportion Specification. 2. Mortar for Unit Masonry: Comply with ASTM C 270 , Property Specification. UNIT MASONRY ASSEMBLIES 04810 - 3 SOUTHCENTER MALL RENOVATION 4. Grout for Unit Masonry: Comply with ASTM C 476 . D. Comply with tolerances in ACI 530.1 /ASCE 6 /TMS 602 and the following: MPI JOB NO. 98294 a. Extended -Life Mortar for Unit Masonry: Mortar complying with ASTM C 1142 may be used instead of mortar specified above, at Contractor's option. b. Limit cementitious materials in mortar to portland cement, mortar cement, and lime. c. For masonry below grade, in contact with earth, and where indicated, use Type M. d. For exterior, above - grade, load - bearing and non - load - bearing walls and parapet walls; for interior load - bearing walls; for interior non -load- bearing partitions; and for other applications where another type is not indicated, use Type N. 3. Pigmented Mortar: Select and proportion pigments with other ingredients to produce color required. Limit pigments to the following percentages of cement content by weight a. For portland cement-lime mortar, not more than 10 percent. b. For masonry cement or mortar cement mortar, not more than 5 percent. a. Use grout of type (fine or coarse) that will comply with Table 5 of ACI 530.1 /ASCE 6 /TMS 602 for dimensions of grout spaces and pour height. b. Provide grout with a slump of 8 to 11 inches (200 to 280 mm) as measured according to ASTM C 143. N. Clear Water Repellent: Hydrozo, Fabrishield, or equal as recommended by brick manufacturer. 1.3 Execution A. Cut masonry units with motor- driven saws. Allow units cut with water - cooled saws to dry before placing, unless wetting of units is specified. Install cut units with cut surfaces and, where possible, cut edges concealed. B. Select and arrange units for exposed unit masonry to produce a uniform blend of colors and textures. C. Wetting of Brick: Wet brick before laying if the initial rate of absorption exceeds 30 g /30 sq. in. (30 g/194 sq. cm) per minute when tested per ASTM C 67. Allow units to absorb water so they are damp but not wet at the time of laying. 1. For conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion and control joints, do not vary from plumb by more than 1/4 inch in 20 feet (6 mm in 6 m), nor 1/2 inch (12 mm) maximum. 2. For conspicuous horizontal lines, such as exposed lintels, sills, parapets, and reveals, do not vary from level by more than 1/4 inch in 20 feet (6 mm in 6 m), nor 1/2 inch (12 mm) maximum. E. Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint thicknesses and for accurate location of openings, movement -type joints, returns, and offsets. Avoid using less - than - half -size units, particularly at corners, jambs, and, where possible, at other locations. UNIT MASONRY ASSEMBLIES 04810 - 4 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 F. Bond Pattern for Exposed Masonry: Lay exposed masonry in bond pattern to match existing masonry; do not use units with less than nominal 4 -inch (100 -mm) horizontal face dimensions at corners or jambs. G. Built -in Work: As construction progresses, build in items specified under this and other Sections of the Specifications. Fill in solidly with masonry around built -in items. H. Fill cores in hollow concrete masonry units with grout 24 inches (600 mm) under bearing plates, beams, lintels, posts, and similar items, unless otherwise indicated. I. Lay hollow masonry units as follows: 1. With full mortar coverage on horizontal and vertical face shells. 2. Bed webs in mortar in starting course on footings and in all courses of piers, columns, and pilasters, and where adjacent to cells or cavities to be filled with grout. 3. For starting course on footings where cells are not grouted, spread out full mortar bed, including areas under cells. Lay solid brick -size masonry units with completely filled bed and head joints; butter ends with sufficient mortar to fill head joints and shove into place. Do not deeply furrow bed joints or slush head joints. 1. • At cavity walls, bevel beds away from cavity, to minimize mortar protrusions into cavity. K. Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than the joint thickness, unless otherwise indicated. Match existing masonry. L. Keep cavities clean of mortar droppings and other materials during construction. 1. Use wood strips temporarily placed in cavity to collect mortar droppings. As work progresses, remove strips, clean off mortar droppings, and replace in cavity. M. Provide continuous masonry joint reinforcement as indicated. Install with a minimum cover of 5/8 inch (16 mm) on exterior side of walls, 1/2 inch (13 mm) elsewhere. Lap reinforcement a minimum of 6 inches (150 mm). 1. Provide continuity at comers and wall intersections by using prefabricated "L" and "T" sections. N. Anchor masonry to structural members where masonry abuts or faces structural members to comply with the following: 1. Provide an open space not less than 1 inch (25 mm) in width between masonry and structural member, unless otherwise indicated. 2. Anchor masonry to structural members with flexible anchors embedded in masonry joints and attached to structure. O. Anchor masonry veneers to wall framing with seismic masonry- veneer anchors to comply with the following requirements: 1. Fasten each anchor section through sheathing to wall framing with two metal fasteners of type indicated. UNIT MASONRY ASSEMBLIES 04810- 5 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 2. Embed connector sections and continuous wire in masonry joints. Provide not less than 2 inches (50 mm) of air space between back of masonry veneer and face of sheathing. 3. Space anchors as indicated, but not more than 16 inches (406 mm) o.c. vertically and 24 inches (610) o.c. horizontally with not less than 1 anchor for each 2.67 sq. ft. (0.25 sq. m) of wall area. Install additional anchors within 12 inches (305 mm) of openings and at intervals, not exceeding 36 inches (914 mm), around perimeter. P. Install precast concrete accent veneer unit furnished under the work of other sections in the masonry veneer system, mortared in place with joints per brick masonry.. Install embedded flashing and weep holes in masonry at shelf angles, lintels, ledges, other obstructions to downward flow of water in wall, and where indicated. 1. Extend flashing 4 inches (100 mm) at ends and turn flashing up not less than 2 inches (50 mm) to form a pan. 2. Install metal drip edges beneath flashing at exterior face of wall. Stop flashing 1/2 inch (13 mm) back from outside face of wall and adhere flashing to top of metal drip edge. 3. Install metal flashing termination beneath flashing at exterior face of wall. Stop flashing 1/2 inch (13 mm) back from outside face of wall and adhere flashing to top of metal flashing termination. R. Install weep holes in the head joints in exterior wythes of the first course of masonry immediately above embedded flashing. Install vents in vertical head joints at the top of each continuous cavity at spacing indicated. 1. Use round plastic tubing to form weep holes and vents . 2. Space weep holes 16 inches (400 mm) o.c. 3. Trim wicking material used in weep holes flush with outside face of wall after mortar has set. S. Temporary Formwork and Shores: Construct formwork and shores to support reinforced masonry elements during construction. 1. Do not remove forms and shores until reinforced masonry members have hardened sufficiently to carry their own weight and other temporary loads that may be placed on them during construction. T. Placing Reinforcement: Comply with requirements of Section 2104.5 of the Uniform Building Code. U. Grouting: Do not place grout until entire height of masonry to be grouted has attained sufficient strength to resist grout pressure. 1. Comply with requirements of Section 2104.6 of the Uniform Building Code for cleanouts and for grout placement, including minimum grout space and maximum pour height. V. Field Quality Control: Owner will engage a qualified independent testing agency to perform field quality- control testing indicated below. Payment for these services will be made by Owner . UNIT MASONRY ASSEMBLIES 04810 - 6 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 Testing Frequency: Tests and Evaluations listed in these subparagraphs will be performed during construction for each 5000 sq. ft. (465 sq. m) of wall area or portion thereof. 2. Mortar properties will be tested per ASTM C 780 . 3. Grout will be sampled and tested for compressive strength per ASTM C 1019 . 4. Brick Tests: For each type and grade of brick indicated, units will be tested according to ASTM C 67. 5. Concrete Masonry Unit Tests: For each type of concrete masonry unit indicated, units will be tested according to ASTM C 140. W. Cleaning: Clean unit masonry as follows: 1. By dry brushing to remove mortar fins and smears before tooling joints, as work progresses. 2. After mortar is thoroughly set and cured, clean exposed masonry as follows: a. Test cleaning methods on sample wall panel; leave one -half of panel uncleaned for comparison purposes. Protect adjacent surfaces from contact with cleaner. Wet wall surfaces with water before applying cleaners; remove cleaners promptly by rinsing the surfaces thoroughly with clear water. Clean brick by the bucket - and -brush hand - cleaning method described in BIA Technical Notes No. 20, using job -mixed detergent solution. Clean masonry with a proprietary acidic cleaner applied according to manufacturer's written instructions. f. Clean concrete masonry by cleaning method indicated in NCMA TEK 8 -2 applicable to type of stain on exposed surfaces. b. c. d. e. Masonry Waste Disposal: Dispose of clean masonry waste, including broken masonry units, waste mortar, and excess or soil - contaminated sand, by crushing and mixing with fill material as fill is placed. 1. Do not dispose of masonry waste as fill within 18 inches (450 mm) of finished grade. 2. Remove excess, clean masonry waste that cannot be used as fill, as described above, and other masonry waste, and legally dispose of off Owner's property. Y. Sealing: Apply clear water repellent coating with low pressure spray equipment per manufacturer's instructions. Protect surrounding work. END OF SECTION 04810 UNIT MASONRY ASSEMBLIES 04810 - 7 SOUTHCENTER MALL RENOVATION SECTION 04851- DIMENSION STONE CLADDING 1.1 General MPI JOB NO. 98294 A. Structural Performance: Provide dimension stone cladding system capable of withstanding the effects of gravity loads and the following loads and stresses within limits and under conditions indicated: 1. Wind Loads: Determine loads based on pressures indicated on Drawings. 2. Equipment Loads: Allow for loads due to window cleaning and maintenance equipment. B. Seismic Performance: Provide dimension stone cladding system capable of withstanding the effects of earthquake motions determined according to Chapter 16 of the Uniform Building Code. 1. Seismic Design Criteria: See structural drawings. C. Safety Factors for Stone: Design dimension stone cladding system to withstand loads indicated without exceeding allowable working stress of stone determined by dividing stone's average ultimate strength, as established by testing, by the following safety factors: 1. Safety Factors for Granite: 3 for uniform loads and 4 for concentrated loads. 2. Safety Factors for Oolitic Limestone: According to ILI's "Technote on Safety Factors." 3. Safety Factors for Dolomitic Limestone, Marble, and Slate: 5 for uniform loads and 10 for concentrated loads. 4. Safety Factors for Quartz -Based Stone: 8 for uniform loads and 10 for concentrated loads. D. Submittals: Submit the following: 1. Product Data: For each variety of stone stone accessory, sealants, water repellant, and other manufactured products indicated. Provid manufacturer's data indicating campatibility of stone, sealants and water repellent. 2. Shop Drawings: Show details of fabrication and installation of dimension stone cladding system, including dimensions and profiles of stone units. a. Show locations and details of anchors and backup structure. b. For installed dimension stone cladding systems indicated to comply with certain design loads and deflection limits, include structural analysis data signed and sealed by the qualified structural engineer responsible for their preparation. 3. Stone Samples: Sets for each color, grade, finish, and variety of stone required; not less than 12 inches (300 mm) square. E. Preconstruction Stone Testing: Owner will engage a qualified independent testing agency to perform preconstruction testing indicated below. Payment for these services will be made by Owner. Retesting of materials that fail to meet specified requirements shall be done at Contractor's expense. 1. Furnish test specimens randomly selected from blocks representative of actual materials proposed for incorporation into the Work. DIMENSION STONE CLADDING 04851 -1 c SOUTHCENTER MALL RENOVATION 1.2 Products MPI JOB NO. 98294 2. One set of test specimens will be required for each stone variety, of number and size indicated in referenced standards. 3. Stone will be tested for compliance with physical property requirements according to referenced ASTM standards. 4. Flexural Strength Tests: ASTM C 880, performed on specimens representative of minimum thickness and finish of installed stone. One set will be tested in both wet and dry conditions. 5. Anchorage Tests: ASTM C 1354, performed on specimens representative of minimum thickness and finish of installed stone. One set will be tested for each combination of stone variety, finish, and anchor type. F. Mockups: Before installing dimension stone cladding systems, build mockups to verify selections made under sample Submittals and to demonstrate aesthetic effects and qualities of materials and execution. 1. Mockup shall contain radius cut stone and may be part of permanent installation. 2. Build mockups of typical exterior wall with dimension stone cladding, approximately 72 inches (1800 mm) long by 48 inches (1200 mm) high. A. Marble: Provide marble complying with ASTM C 503 and as follows: 1. Varieties and Sources: As follows: a. "Largo" marble, by Innovative Marble at 1- 800 - 627 -8663. 24 "x24" slabs, 1V /4 inches thick. 2. Finish: Polished B. Fabricate anchors, including shelf angles, from stainless steel, ASTM A 666, Type 316, temper as required to support loads imposed without exceeding allowable design stresses. C. Fabricate anchors, including shelf angles, from hot -dip galvanized steel, ASTM A 36/A 36M for materials and ASTM A 123/A 123M for galvanizing. D. Backup Structure: Fabricate components not in contact with stone from hot - rolled steel shapes complying with ASTM A 36/A 36M or from steel sheet not less than 0.1046 inch (2.7 mm) thick complying with ASTM A 570/A 570M. Fabricate components in contact with stone from same material specified for anchors. E. Setting Shims: Strips of resilient plastic or vulcanized neoprene, 50 to 70 Shore A durometer, nonstaining to stone, sized to suit joint thicknesses and depths of stone supports without intruding into required depths of joint sealants or causing third -side adhesion between sealant and setting shims. F. Concealed Sheet Metal Flashing: Fabricate from stainless steel complying with requirements specified in Division 7 Section "Sheet Metal Flashing and Trim" in thicknesses indicated, but not less than 0.0156 inch (0.4 mm) thick. G. Weep and Vent Tubes: Medium- density polyethylene tubing, 1/4 -inch (6 -mm) OD and of length required to extend from exterior face of stone to cavity behind. DIMENSION STONE CLADDING 04851- 2 S. f° 1, SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 H. Sealant Products: Provide manufacturer's standard chemically curing, elastomeric sealants that are compatible with joint fillers, joint substrates, and other related materials and that comply with requirements in Division 7 Section "Joint Sealants" for products corresponding to those indicated below: a. Low - modulus, neutral- curing silicone sealant. Dark grey color to match stone. Provide manufacturer's full range of standard colors for review. 2. Sealant for Filling Kerfs: As follows: a. Single- component, nonsag, urethane sealant for Use T. I. Stone Fabrication: Fabricate stone units in sizes and shapes required to comply with requirements indicated, including details on Drawings and Shop Drawings. 1. For marble, comply with recommendations in MIA's "Dimensional Stone — Design Manual IV." 2. Control depth of stone and back check to maintain minimum clearances indicated between backs of stone units and surfaces or projections of structural members, fireproofing (if any), backup walls, and other work behind stone. 3. Dress joints (bed and vertical) straight and at right angle to face, unless otherwise indicated. 4. Cut stone to produce joints of uniform width and in locations indicated. 5. Contiguous Work: Provide chases, reveals, reglets, openings, and similar features as required to accommodate contiguous work. J. Fabrication of Backup Structure: Fabricate and assemble cold - formed metal framing to comply with requirements in Division 5 Section "Cold- Formed Metal Framing." K. Shop - painted Steel Finishes: Comply with SSPC -PA 1, "Paint Application Specification No. 1," for shop painting backup structure. 1. Surface Preparation: After completing fabrication of steel items, prepare surfaces to comply with SSPC -SP 6 /NACE No. 3, "Commercial Blast Cleaning." 2. Apply 2 -coat high - performance coating system consisting of organic zinc -rich primer, complying with SSPC -Paint 20, at 2.5 -mil (0.065 -mm) dry film thickness and topcoat of high - build, 2- component, epoxy - polyamide, high- performance coating at 6 -mil (0.15 - mm) dry film thickness. 3. Products: Subject to compliance with requirements, provide one of the following: a. High - Performance Coating Systems: 1) Carboline 621 and 190 HB; Carboline Company. 2) Aquapon Zinc -Rich Primer 97 -670 and High -Build Polyamide -Epoxy 97- 131; PPG Industries, Inc. 3) Tneme -Zinc 90 -97 and Series 69 Hi -Build Epoxoline II; Tnemec Company, Inc. L. Clear impregnating sealer: Stone care International, Inc.; specific product as recommended by stone manufacturer. Confirm compatibility with sealants. DIMENSION STONE CLADDING 04851 - 3 SOUTHCENTER MALL RENOVATION 1.3 Execution MPI JOB NO. 98294 A. Execute dimension stone cladding installation by skilled mechanics and employ skilled stone fitters at Project site to do necessary field cutting as stone is set. Use power saws with diamond blades to cut stone. B. Install anchors, supports, fasteners, and other attachments indicated or necessary to secure dimension stone cladding in place. Shim and adjust anchors, supports, and accessories to set stone accurately in locations indicated with uniform joints of widths indicated and with edges and faces aligned according to established relationships. C. Provide expansion, control, and pressure - relieving joints of widths and at locations indicated. 1. Sealing expansion and other joints is specified in Division 7 Section "Joint Sealants." 2. Keep expansion joints free of mortar and other rigid materials. D. Install concealed flashing at continuous shelf angles, lintels, ledges, and similar obstructions to downward flow of water to divert water to building exterior. E. Keep cavities open where unfilled space is indicated between back of stone units and backup wall; do not fill cavities. 1. Place weep holes and vents in joints where moisture may accumulate, including base of cavity walls, above shelf angles, and flashing. Locate weep holes and vents at intervals not exceeding 24 inches (600 mm) and for those serving as vents only, at intervals not exceeding 60 inches (1500 mm) horizontally and 20 feet (6 m) vertically. F. Setting Mechanically Anchored Dimension Stone Cladding: Attach anchors securely to stone and to backup surfaces. Comply with recommendations in ASTM C 1242. 1. Attach framing for stone support system to structural frame of building by welding or bolting. a. For galvanized surfaces, clean welds, bolted connections, and abraded areas and repair galvanizing to comply with ASTM A 780. b. For shop - painted surfaces, clean field welds, bolted connections, and abraded areas immediately after erection. Apply paint to exposed areas using same material as used for shop painting. 2. Fill anchor holes with sealant. Where dowel holes occur at pressure - relieving joints, provide compressible material at ends of dowels. 3. Set stone supported on clip or continuous angles on resilient setting shims. Use material of thickness required to maintain uniform joint widths. Hold shims back from face of stone a distance at least equal to width of joint. G. Joint Sealant Installation: Prepare joints and apply sealants of type and at locations indicated to comply with applicable requirements in Division 7 Section "Joint Sealants." H. Water Repellant: Apply two coats per manufacturer's recommendations prior to or during stone application. DIMENSION STONE CLADDING 04851- 4 • END OF S 04881:: • . • • '.• • DIMENSION STONE CLADDING OUTHCENTER MALL RENOVATION MPI JOB NO. 98294 ..... • ,.:.,1 ,, , .,,• ''. :,..,...''..: • , . ,, , , , , ' . . '', , ,, :, .' : : „: , . ',„ . .., , . -,: : . . .,.. • ... . ...-,... : . .... , . ''''''.''':::•.,:.,.:':.-.:... , . Clean dimension :stone cladding' no ::fWer than:Six' days after Complition'Of•:.pointirig:'**.:,,*.':::• • s e a ling, using using. clean water 'stiff-bristle fiberbrUSheS..'Du use wirebrusheS;.acid,type. cleaning agents, cleaning agents Containing c compounds or abrasives, OrOtber,ritaterialS.,•.::: '''' ' . ..' . ' ' ''''''' ' ' ' ''''' ' . ' . thods that cOU1c1 daniage stone.' :,.•:::: ., •.., ' . .• . • 04851-5 �..: SECTION 05120 - STRUCTURAL STEEL SOUTHCENTER MALL RENOVATION 1.1 General MPI JOB NO. 98294 A. Installer Qualifications: Engage an experienced Installer who has completed structural steel work similar in material, design, and extent to that indicated for this Project and with a record of successful in- service performance. B. Fabricator Qualifications: Engage a firm experienced in fabricating structural steel similar to that indicated for this Project and with a record of successful in- service performance, as well as sufficient production capacity to fabricate structural steel without delaying the Work. Submittals: In addition to Product Data and mill test reports on structural steel and bolts, submit Shop Drawings detailing fabrication of structural steel components, including connections, splices, holes, welds, and bolts. 1. Include details of cuts, connections, splices, camber, holes, and other pertinent data. 2 Indicate welds by standard AWS symbols, distinguishing between shop and field welds, and show size, length, and type of each weld. 3. Indicate type, size, and length of bolts, distinguishing between shop and field bolts. Identify high- strength bolted slip - critical, direct-tension, or tensioned shear /bearing connections. D. Comply with applicable provisions of the following specifications and documents: 1. AISC's "Specification for Structural Steel Buildings — Allowable Stress Design and Plastic Design." 2. ASTM A 6 (ASTM A 6M) "Specification for General Requirements for Rolled Steel Plates, Shapes, Sheet Piling, and Bars for Structural Use." 3. Research Council on Structural Connections' (RCSC) "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts." E. Welding Standards: Comply with applicable provisions of AWS D1.1 "Structural Welding Code — Steel." 1. Present evidence that each welder has satisfactorily passed AWS qualification tests for welding processes involved and, if pertinent, has undergone recertification. F. Store materials to permit easy access for inspection and identification. Keep steel members off ground by using pallets, platforms, or other supports. Protect steel members and packaged materials from erosion and deterioration. 1. Store fasteners in a protected place. Clean and relubricate bolts and nuts that become dry or rusty before use. 1.2 Products A. Structural Steel Shapes, Plates, and Bars: ASTM A 36 (ASTM A 36M), carbon steel. STRUCTURAL STEEL 05120 -1 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 B. Structural Steel Shapes, Plates, and Bars: ASTM A 572 (ASTM A 572M), Grade 50, high - strength, low -alloy columbium - vanadium steel. C. Cold- Formed Structural Steel Tubing: ASTM A 500, Grade B. D. Anchor Rods, Bolts, Nuts: ASTM A 36 (ASTM A 36M), =headed rods. E. Anchor Rods, Bolts, Nuts: ASTM A 325 (ASTM A 325M), headed bolts, Type 1, heavy hex steel structural bolts and heavy hex carbon -steel nuts. F. Nonhigh - Strength Bolts, Nuts, and Washers: ASTM A 307, Grade A (ASTM F 568, Property Class 4.6); carbon - steel, hex -head bolts; carbon -steel nuts; and flat, unhardened steel washers, uncoated. G. High - Strength Bolts, Nuts, and Washers: ASTM A 325 (ASTM A 325M), Type 1, heavy hex steel structural bolts, heavy hex carbon -steel nuts, and hardened carbon -steel washers, uncoated. H. Primer: Fabricator's standard lead- and chromate -free, nonasphaltic, rust - inhibiting primer. I. Nonmetallic, Shrinkage - Resistant Grout: Premixed, ASTM C 1107, of consistency suitable for application. J. Fabrication: Fabricate and assemble structural steel in shop to greatest extent possible. Fabricate structural steel according to AISC specifications referenced in this Section and in Shop Drawings. 1. Comply with fabrication tolerance limits of AISC's "Code of Standard Practice for Steel Buildings and Bridges" for structural steel. 2. Shop install and tighten nonhigh - strength bolts, except where high- strength bolts are indicated. 3. Shop install and tighten high - strength bolts according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts." a. Connection Type: Snug tightened, unless indicated as slip - critical, direct - tension, or tensioned shear /bearing connections. 4. Weld Connections: Comply with AWS D1.1 for procedures, appearance and quality of welds, and methods used in correcting welding work. K. Shop Priming: Shop prime steel, except surfaces embedded in concrete or mortar, surfaces to be field welded, surfaces to be high - strength bolted with slip - critical connections, and surfaces to receive sprayed -on fireproofing. 1. Surface Preparation: SSPC -SP 2 "Hand Tool Cleaning" or SSPC -SP 3 "Power Tool Cleaning." 2. Surface Preparation: SSPC -SP 6 "Commercial Blast Cleaning." 3. Surface Preparation: SSPC -SP 11 "Power Tool Cleaning to Bare Metal." 4. Priming: Immediately after surface preparation, apply primer according to manufacturer's instructions and at rate recommended by SSPC to provide a dry film thickness of not less than 1.5 mils (0.038 mm). Use priming methods that result in full coverage of joints, corners, edges, and exposed surfaces. STRUCTURAL STEEL 05120 - 2 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 5. Priming: Apply a 1 -coat, nonasphaltic primer complying with SSPC's "Painting System Guide No. 7.00" to provide a dry film thickness of not less than 1.5 mils (0.038 mm). 1.3 Execution Erect structural steel accurately in locations and to elevations indicated and according to AISC specifications referenced in this Section. Base and Bearing Plates: Clean concrete and masonry bearing surfaces of bond- reducing materials and roughen surfaces prior to setting base and bearing plates. Clean bottom surface of base and bearing plates and set on wedges, shims, or setting nuts as required. 1. Tighten anchor bolts, cut off wedges or shims flush with edge of base or bearing plate, and pack grout solidly between bearing surfaces and plates. C. Maintain erection tolerances of structural steel within AISC's "Code of Standard Practice for Steel Buildings and Bridges." D. Install and tighten nonhigh - strength bolts, except where high - strength bolts are indicated. E. Install and tighten high - strength bolts according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts." 1. Connection Type: Snug tightened, unless indicated as slip - critical, direct - tension, or tensioned shear /bearing connections. F. Weld Connections: Comply with AWS D1.1 for procedures, appearance and quality of welds, and methods used in correcting welding work. G. Shop and Field Quality Control: Owner will engage an independent testing and inspecting agency to perform shop and field inspections and tests and to prepare test reports. 1. Correct deficiencies in or remove and replace structural steel that inspections and test reports indicate do not comply with specified requirements. 2. Additional testing, at Contractor's expense, will be performed to determine compliance of corrected Work with specified requirements. 3. High - strength bolted connections will be tested and inspected according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts." 4. In addition to visual inspection, welded connections will be inspected and tested according to AWS D1.1 procedures. END OF SECTION 05120 STRUCTURAL STEEL 05120 - 3 SOUTHCENTER MALL RENOVATION SECTION 05310 - STEEL DECK 1.1 General 1.2 Products MPI JOB NO. 98294 Submittals: In addition to Product Data for each type of deck and accessory, submit the following: 1. Shop Drawings showing layout and types of deck panels, anchorage details, reinforcing channels, pans, deck openings, special jointing, accessories, and attachments to other construction. 2 Product certificates signed by steel deck manufacturers certifying that products furnished comply with requirements. 3. Product test reports from a qualified testing agency. 4. Welder certificates. 5. Research /Evaluation Reports: Evidence of steel deck's compliance with building code in effect for Project, from a model code organization acceptable to authorities having jurisdiction. B. Quality Assurance: Comply with AISI's "Specification for the Design of Cold- Formed Steel Structural Members" for calculating structural characteristics of steel deck. 1. Welding: Qualify procedures and personnel according to AWS D1.1, "Structural Welding Code — Steel," and AWS D1.3, "Structural Welding Code —Sheet Steel." 2. Fire- Test - Response Characteristics: Where indicated, provide steel deck units identical to those steel deck units tested for fire resistance per ASTM E 119 by a testing and inspection agency acceptable to authorities having jurisdiction. a. Fire - Resistance Ratings: Indicated by design designations from UL's "Fire Resistance Directory" or from the listings of another testing and inspecting agency. b. Steel deck units shall be identified with appropriate markings of applicable testing and inspecting agency. 3. FM Listing: Provide steel roof deck evaluated by FM and listed in FM's "Approval Guide, Building Materials" for Class 1 fire rating and Class 1 -90 windstorm ratings. A. Steel Roof Deck: Fabricate panels, without top -flange stiffening grooves, to comply with "SDI Specifications and Commentary for Steel Roof Deck," in SDI Publication No. 29, and the following: 1. Galvanized Steel Sheet: ASTM A 653/A 653M, Structural Steel (SS), Grade 33 (230), G60 (Z180) zinc coating. 2. Profile Depth: 1 -1/2 inches (38 mm). 3. Design Uncoated -Steel Thickness: Per Structural drawings. B. Accessories: Steel deck manufacturer's standard accessory materials, including mechanical fasteners, closure strips, pour stops, and closures for deck. STEEL DECK 05310 - 1.3 Execution END OF SECTION 05310 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 C. Shear Connectors: ASTM A 108, Grades 1010 through 1020 headed stud type, cold - finished carbon steel, AWS D1.1, Type B, with arc shields. D. Galvanizing Repair Paint ASTM A 780. E. Repair Paint: Lead- and chromate -free rust- inhibitive primer complying with performance requirements of FS TT-P -664. A. Install deck panels and accessories according to applicable specifications and commentary in SDI Publication No. 29, manufacturer's written instructions, and requirements in this Section. 1. Place deck panels on supporting frame and adjust to final position with ends accurately aligned and bearing on supporting frame before being permanently fastened. Do not stretch or contract side -lap interlocks. 2. Place deck panels flat and square and fasten to supporting frame without warp or deflection. 3. Cut and neatly fit deck panels and accessories around openings and other work projecting through or adjacent to decking. 4. Provide additional reinforcement and closure pieces at openings as required for strength, continuity of decking, and support of other work. 5. Comply with AWS requirements and procedures for manual shielded metal arc welding, appearance and quality of welds, and methods used for correcting welding work. a. Mechanical fasteners may be used in lieu of welding to fasten deck. Locate mechanical fasteners and install according to deck manufacturer's written instructions. B. Roof Deck Accessories: Install sump pans and sump plates, ridge and valley plates, finish strips, cover plates, end closures, and reinforcing channels according to deck manufacturer's written instructions. Weld to substrate to provide a complete deck installation. C. Floor Deck Installation: Weld steel sheet pour stops and girder fillers to supporting structure according to SDI recommendations, unless otherwise indicated. 1. Weld steel sheet column closures, cell closures, and Z- closures to deck, according to SDI recommendations, to provide tight - fitting closures at open ends of ribs and sides of decking. Weld cover plates at changes in direction of floor deck panels, unless otherwise indicated. 2. Weld shear connectors through deck to supporting frame according to AWS D1.1 and manufacturer's written instructions. Butt end joints of deck panels; do not overlap. Remove and discard arc shields after welding shear connectors. D. Galvanizing Repairs: Prepare and repair damaged galvanized coatings on both surfaces of deck with galvanized repair paint according to ASTM A 780 and manufacturer's written instructions. STEEL DECK 05310 - 2 SOUTHCENTER MALL RENOVATION SECTION 05400 - COLD - FORMED METAL FRAMING 1.1 General A. Structural Performance: Provide cold - formed metal framing capable of withstanding design loads without deflections greater than the following: 1. Interior Load - Bearing Wall Framing: Horizontal deflection of 1/360 of the wall height. 2. Exterior Non - Load - Bearing Curtain -Wall Framing: Horizontal deflection of 1/600 of the wall height. 3. Ceiling Joist Framing: Vertical deflection of 1/360 of the span. B. Submittals: In addition to Product Data, submit the following: 1. Shop Drawings showing layout, spacings, sizes, thicknesses, and types of cold - formed metal framing; fabrication; and fastening and anchorage details, including mechanical fasteners. 2. Structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. 3. Mill certificates signed by steel sheet producer or test reports from a qualified independent testing agency. 4. Welder certificates. 5. Research /Evaluation Reports: Evidence of cold - formed metal framing's compliance with building code in effect for Project, from a model code organization acceptable to authorities having jurisdiction. C. Quality Assurance: Comply with AISI's "Specification for the Design of Cold- Formed Steel Structural Members" for calculating structural characteristics of cold - formed metal framing. 1. Engineering Responsibility: Engage a qualified professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated to prepare design calculations, Shop Drawings, and other structural data. 2. Welding: Qualify procedures and personnel according to AWS D1.1, "Structural Welding Code — Steel," and AWS D1.3, "Structural Welding Code —Sheet Steel." 3. Fire - Test - Response Characteristics: Where metal framing is part of a fire- resistance- rated assembly, provide framing identical to that of assemblies tested for fire resistance per ASTM E 119 by a testing and inspecting agency acceptable to authorities having jurisdiction. a. Fire - Resistance Ratings: Indicated by GA File Numbers in GA -600, "Fire Resistance Design Manual," or by design designations from UL's "Fire Resistance Directory" or from the listings of another testing and inspecting agency. 1.2 Products MPI JOB NO. 98294 4. Comply with HUD's "Prescriptive Method for Residential Cold- Formed Steel Framing." COLD - FORMED METAL FRAMING 05400 -1 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 A. Steel Sheet: ASTM A 653/A 653M, structural steel, G60 (Z180) zinc coating, Grade 33 (230) for minimum uncoated steel thickness of 0.0428 inch (1.09 mm) and less; 50 (340) for minimum uncoated steel thickness of 0.0538 inch (1.37 mm) and greater. B. Wall Framing: Manufacturer's standard steel studs, of web depths indicated, with stiffened flanges, complying with ASTM C 955, and as follows: 1. Minimum Uncoated -Steel Thickness: As required. 2. Flange Width: 1 -5/8 inches (41 mm). 3. Track: Manufacturer's standard U- shaped steel track, unpunched, with straight flanges, complying with ASTM C 955, manufacturer's standard flange width, and minimum uncoated -steel thickness matching steel studs. C. Joist Framing: Manufacturer's standard C- shaped steel joists, of web depths indicated, punched, with stiffened flanges, complying with ASTM C 955, and as follows: 1. Minimum Uncoated -Steel Thickness: As required. 2. Flange Width: 1 -5/8 inches (41 mm). 3. Track: Manufacturer's standard U- shaped steel joist track, of web depths indicated, unpunched, with unstiffened flanges, complying with ASTM C 955, and as follows: a. Minimum Uncoated -Steel Thickness: Matching steel joists. b. Flange Width: 2 inches (51 mm), minimum. D. Fabricate steel- framing accessories of the same material and finish used for framing members, with a minimum yield strength of 33,000 psi (230 MPa), of manufacturer's standard thickness and configuration, unless otherwise indicated. E. Steel Shapes and Clips: ASTM A 36/A 36M, zinc coated by hot -dip process according to ASTM A 123. F. Anchor Bolts: ASTM F 1554, Grade 36, threaded carbon -steel hex - headed bolts and carbon - steel nuts; and flat, hardened -steel washers; zinc coated by hot -dip process according to ASTM A 153/A 153M, Class C. G. Expansion Anchors: Fabricated from corrosion - resistant materials, with capability to sustain, without failure, a load equal to 5 times design load, as determined by testing per ASTM E 488 conducted by a qualified independent testing agency. H. Power - Actuated Anchors: Fastener system of type suitable for application indicated, fabricated from corrosion - resistant materials, with capability to sustain, without failure, a load equal to 10 times design load, as determined by testing per ASTM E 1190 conducted by a qualified independent testing agency. I. Mechanical Fasteners: Corrosion - resistant- coated, self - drilling, self - threading steel drill screws. J. Galvanizing Repair Paint: ASTM A 780. K. Cement Grout Portland cement, ASTM C 150, Type I; and clean, natural sand, ASTM C 404. Mix at ratio of 1 part cement to 2 -1/2 parts sand, by volume, with minimum water required for placement and hydration. COLD - FORMED METAL FRAMING 05400 - 2 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 L. Thermal Insulation: ASTM C 665, Type I, unfaced mineral -fiber blankets produced by combining glass or slag fibers with thermosetting resins. 1.3 Execution A. Grout bearing surfaces uniform and level to ensure full contact of bearing flanges or track webs on supporting concrete or masonry construction. B. Install cold - formed metal framing and accessories plumb, square, and true to line, and with connections securely fastened, according to ASTM C 1007, manufacturer's written recommendations, and requirements in this Section. 1. Cut framing members by sawing or shearing; do not torch cut. 2. Fasten cold - formed metal framing members by welding or screw fastening, as standard with fabricator. Wire tying of framing members is not permitted. 3. Install framing members in one -piece lengths. 4. Install temporary bracing and supports to secure framing and support loads comparable in intensity to those for which structure was designed. 5. Install insulation in built -up exterior framing members, such as headers, sills, boxed joists, and multiple studs at openings, that are inaccessible on completion of framing work. 6. Fasten hole reinforcing plate over web penetrations that exceed size of manufacturer's standard punched openings. C. Erection Tolerances: Install cold- formed metal framing level, plumb, and true to line to a maximum allowable tolerance variation of 1/8 inch in 10 feet (1:960) and as follows: 1. Space individual framing members no more than plus or minus 1/8 inch (3 mm) from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing materials. D. Load - Bearing Wall Installation: Install continuous top and bottom tracks sized to match studs. Align tracks accurately and securely anchor at corners and ends. Squarely seat studs against webs of top and bottom tracks. Space studs as indicated, set plumb, align, and fasten both flanges of studs to top and bottom tracks. 1. Align studs vertically where wall - framing continuity is interrupted by floor framing. Where studs cannot be aligned, continuously reinforce track to transfer loads. 2. Align floor and roof framing over studs. Where framing cannot be aligned, continuously reinforce track to transfer loads. 3. Anchor studs abutting structural columns or walls, including masonry walls, to supporting structure as indicated. 4. Install headers over wall openings wider than stud spacing. Locate headers above openings as indicated. Fabricate headers of compound shapes indicated or required to transfer load to supporting studs, complete with clip -angle connectors, web stiffeners, or gusset plates. 5. Frame wall openings with not less than a double stud at each jamb of frame as indicated on Shop Drawings. 6. Install runner tracks and jack studs above and below wall openings. Anchor tracks to jamb studs with clip angles or by welding, and space jack studs same as full- height wall studs. COLD - FORMED METAL FRAMING 05400 - 3 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 7. Install horizontal bridging in stud system, spaced as indicated on Shop Drawings. Fasten at each stud intersection. 8. Install miscellaneous framing and connections, including supplementary framing, blocking, bracing, web stiffeners, clip angles, continuous angles, anchors, and fasteners, to provide a complete and stable wall - framing system. E. Non- Load - Bearing Curtain -Wall Installation: Install continuous tracks sized to match studs. Align tracks accurately and securely anchor to supporting structure. Space studs as indicated; set plumb, align, and fasten both flanges of studs to track, unless otherwise indicated. 1. Isolate non- load - bearing steel framing from building structure to prevent transfer of vertical loads while providing lateral support. 2. Install horizontal bridging in curtain -wall studs, spaced in rows indicated on Shop Drawings but not more than 54 inches (1370 mm) apart. Fasten at each stud intersection. 3. Install miscellaneous framing and connections, including stud kickers, web stiffeners, clip angles, continuous angles, anchors, fasteners, and stud girts, to provide a complete and stable curtain- wall- framing system. F. Joist Installation: Install, align, and securely anchor perimeter joist track sized to match joists as indicated on Shop Drawings. Install joists bearing on supporting frame, level, straight, and plumb; adjust to final position, brace, and reinforce. Fasten to both flanges of joist track. 1. Install joists over supporting frame with a minimum end bearing of 1 -1/2 inches (38 mm). Reinforce ends and bearing points of joists as indicated on Shop Drawings. 2. Space joists not more than 2 inches (51 mm) from abutting walls and at spacings indicated. 3. Frame openings with built -up joist headers consisting of joist and joist track, nesting joists, or another combination of connected joists if indicated. 4. Install joist reinforcement at interior supports with single, short length of joist section located directly over interior support, with lapped joists of equal length to joist reinforcement, or as indicated. Install web stiffeners to transfer axial loads of walls above. 5. Install bridging at each end of joists and at intervals indicated. Fasten bridging at each joist intersection as indicated. 6. Secure joists to load - bearing interior walls to prevent lateral movement of bottom flange. 7. Install miscellaneous joist framing and connections, including web stiffeners, closure pieces, clip angles, continuous angles, hold -down angles, anchors, and fasteners, to provide a complete and stable joist - framing assembly. G. Galvanizing Repairs: Prepare and repair damaged galvanized coatings on fabricated and installed cold- formed metal framing with galvanized repair paint according to ASTM A 780 and manufacturer's written instructions. END OF SECTION 05400 COLD - FORMED METAL FRAMING 05400 - 4 SOUTHCENTER MALL RENOVATION SECTION 05500 - METAL FABRICATIONS 1.1 General A. Submittals: In addition to Product Data, submit the following: 1. Shop Drawings detailing fabrication and erection. 2. Templates for anchor bolts. 1.2 Products A. General: Provide materials with smooth, flat surfaces without blemishes. B. Ferrous Metals: As follows: MPI JOB NO. 98294 1. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. 2. Steel Tubing: Cold- formed steel tubing complying with ASTM A 500. 3. Steel Pipe: ASTM A 53, standard weight (Schedule 40), unless otherwise indicated. 4. Concrete Inserts: Threaded or wedge type; galvanized ferrous castings, either ASTM A 47 malleable iron or ASTM A 27/A 27M cast steel. Provide bolts, washers, and shims as needed, hot -dip galvanized per ASTM A 153/A 153M. C. Shop Primer for Ferrous Metal: Fast - curing, lead - and chromate -free, universal modified - alkyd primer complying with performance requirements in FS TT-P -664 and compatible with finish paint systems indicated. D. Galvanizing Repair Paint: High-zinc-dust-content paint for regalvanizing welds in steel, complying with SSPC -Paint 20. E. Fasteners: Provide Type 304 or 316 stainless -steel fasteners for exterior use and zinc- plated fasteners with coating complying with ASTM B 633, Class Fe /Zn 5, where built into exterior walls. Select fasteners for type, grade, and class required. F. Nonshrink, Nonmetallic Grout: Factory- packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107. G. Concrete Fill: Comply with requirements in Division 3 Section "Cast -in -Place Concrete" for normal- weight, air - entrained, ready -mix concrete with a minimum 28 -day compressive strength of 3000 psi, unless otherwise indicated. H. Fabrication, General: Use connections that maintain structural value of joined pieces. Shear and punch metals cleanly and accurately. Remove burrs. 1. Weld corners and seams continuously. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. Obtain fusion without undercut or overlap. Remove welding flux immediately. Finish exposed welds smooth and blended. 2. Fabricate joints that will be exposed to weather in a manner to exclude water, or provide weep holes. 3. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where possible. Locate joints where least conspicuous. METAL FABRICATIONS 05500 -1 SOUTHCENTER MALL RENOVATION I. Steel Ladders: Comply with ANSI A14.3 and as follows: J• MPI JOB NO. 98294 1. Siderails: Continuous, 1/2- by -2 -1/2 -inch steel flat bars, spaced 18 inches apart. 2. Bar Rungs: 3/4 -inch- (19 -mm -) diameter #6 deformed steel reinforcing bars, spaced 12 inches o.c. 3. Fit rungs in centerline of side rails; plug -weld and grind smooth. 4. Support each ladder at top and bottom and not more than 60 inches o.c. with welded or bolted steel brackets. Size brackets to support design loads specified in ANSI A14.3. 5. Galvanize exterior ladders and safety cages. Loose Bearing and Leveling Plates: Provide for steel items bearing on masonry or concrete. Drill plates to receive anchor bolts. 1. Galvanize plates. K. Loose Steel Lintels: Fabricate from shapes and to sizes indicated. 1. Galvanize lintels located in exterior walls. 2. Drill or punch for attachments as detailed prior to galvanizing. L. Shelf Angles: Fabricate to sizes indicated and for attachment to framing. Provide horizontally slotted holes to receive 3/4 -inch bolts, spaced not more than 6 inches from ends and 24 inches o.c. 1. Galvanize shelf angles to be installed in exterior walls. 2. Furnish wedge -type concrete inserts, complete with fasteners, to attach shelf angles to cast -in -place concrete. M. Miscellaneous Framing and Supports: Provide steel framing and supports that are not a part of structural -steel framework as necessary to complete the Work. Fabricate from structural steel of welded construction. Cut, drill, and tap units to receive hardware, hangers, and similar items. 1. Where indicated to be cast into concrete or built into masonry, equip with integrally welded anchors at 24 inches(600 mm) o.c. N. Miscellaneous Steel Trim: Fabricate units with continuously welded joints and smooth exposed edges. Miter corners and use concealed splices where possible. Provide cutouts, fittings, and anchorages; coordinate assembly and installation with other work. O. Pipe Bollards: Fabricate from Schedule 40 steel pipe. 1. Cap bollards with 1/4 -inch- minimum steel plate. 2. Fabricate sleeves for bollard anchorage from steel pipe with 1/4 -inch thick steel plate welded to bottom of sleeve. P. Finish metal fabrications after assembly. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. Shop prime ferrous -metal items not indicated to be galvanized. 1. Hot -dip galvanize items indicated to be galvanized to comply with ASTM A 123 or ASTM A 153/ A 153M as applicable. METAL FABRICATIONS 05500 - 2 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 2. Preparation for Shop Priming: Prepare uncoated ferrous -metal surfaces to comply with SSPC -SP 3, "Power Tool Cleaning." Apply shop primer to comply with SSPC -PA 1; "Paint Application Specification No. 1," for shop painting. Execution Installation, General: Provide anchorage devices and fasteners for securing metal fabrications to in -place construction. Perform cutting, drilling, and fitting required for installing metal fabrications. Set metal fabrications accurately in location, with edges and surfaces level, plumb, and true. 1. Provide temporary bracing or anchors in formwork for items that are to be built into concrete, masonry, or similar construction. 2. Fit exposed connections accurately together. Weld connections, unless otherwise indicated. Do not weld, cut, or abrade galvanized surfaces. Set bearing and leveling plates on cleaned surfaces using wedges, shims, or leveling nuts. After bearing members have been positioned and plumbed, tighten anchor bolts and pack with nonshrink, nonmetallic grout. Anchor bollards in concrete with pipe sleeves preset and anchored into concrete. Fill space between bollard and sleeve solidly with nonshrink, nonmetallic grout. Anchor bollards to existing construction with postinstalled anchors and bolts. Provide four 3 /a- inch (19 -mm) anchors at each bollard, embedded at least 4 inches (100 mm) in existing concrete. Fill bollards solidly with concrete, mounding top surface. Touch up shop paint after erection. Clean field welds, bolted connections, and abraded areas and paint with the same material as used for shop painting. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair galvanizing to comply with ASTM A 780. END OF SECTION 05500 METAL FABRICATIONS 05500 - 3 SOUTHCENTER MALL RENOVATION SECTION 05810 - EXPANSION JOINT COVER ASSEMBLIES 1.1 General 1.2 MPI JOB NO. 98294 Submittals: Submit the following according to Conditions of the Contract and Division 1. 1. Product data including specifications, installation instructions, details, profiles, and finishes. Fire- Resistance Ratings: Not less than the rating of adjacent construction. Products Manufacturers: Basis of design and specification is MM Systems. Equal products by the following manufacturers are subject to review and acceptance by Architect. 1. Architectural Art Mfg., Inc. 2. Balco, Inc. 3. Construction Specialties, Inc. 4. Metalines, Inc. 5. Pawling Corp. 6. Tremco, Inc. General: provide joint cover assemblies complete with all covers, trims, mounting assemblies, and miscellaneous components as required for complete and furnished installation in each condition. C. Seismic Seals: Two single - layered elastomeric profiles retained in frames at wide joints designed to withstand earthquake movement. At manufacturer's option, omit interior profile for interior application. D. Fire Barriers: Tested in maximum joint width condition per ANSI / UL 263, NFPA 251, U.B.C. 43 -1, or ASTM E 119. E. Moisture Barrier Where Applicable: Continuous, flexible, vinyl moisture barrier under covers. F. Fire -Rated Joint Covers: With fire barrier seals to provide fire- resistive rating not less than the rating of adjacent construction. G. Metal Floor -to -Floor Joint Cover Assemblies: Provide continuous, extruded, metal frames of profile indicated. 1. Exposed Cover: One frame on each side of joint supporting floor plate and filler. 2. Flat Cover Plates: Extend flat plates to lap each side of joint. 3. Self - Centering Cover Plates: Concealed centering device permitting free movement of cover plate on both sides. H. Floor -to -Wall Joints: Frame on floor side only, unless wall side frame required by manufacturer. 1. Angle Cover Plates: Attach angle cover plates to wall. EXPANSION JOINT COVER ASSEMBLIES 05810 -1 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 Wall, Ceiling, and Soffit Joint Cover Assemblies: Provide expansion joint cover assemblies in intersecting planes of same appearance. 1. Fixed Metal Cover Plates: Anchor frame on one side permitting free movement on other side. 2. Floating Metal Cover Plates: Cover plate secured to frames permitting free movement on both sides. . 3. Self- Centering Cover Plates: Concealed centering device permitting cover plate free movement on both sides. 4. Flexible Filler: Secure the approved flexible filler between frames to compress and expand with movement. Compression Seals: Preformed, elastomeric extrusions having internal baffle system with lubricant and adhesive for installation. J. K. Aluminum Finishes: Finish designations prefixed by AA. 1. Mill Finish: AA -M10 (unspecified mill finish). 2. Class I, Clear- Anodized Finish: AA- M12C22A41. 3. Class I, Color- Anodized Finish: AA- M12C22A42/A44. a. Color: Selected from within standard industry colors and color density range. 4. Baked Enamel Finish: AA- C12C42R1x. Comply with manufacturer's specifications for cleaning, conversion coating, and painting. a. Organic Coating: Thermosetting modified acrylic enamel. b. Color: Selected from manufacturer's standard colors. 5. High- Performance Organic Coating: AA- C12C42R1x. a. Fluoropolymer Two -Coat Coating System: Primer and fluoropolymer topcoat; 70 percent polyvinylidene fluoride resin. Comply with AAMA 605.2. 1) Resin Manufacturers: Ausimont USA, Inc. (Hylar 5000) or Elf Atochem North America, Inc. (Kynar 500). 2) Color and Gloss: Selected from manufacturer's standard choices for color and gloss. 6. Factory -prime concealed metal surfaces that will be in contact with concrete and masonry surfaces when installed. L. Natural Satin Bronze Finish: CDA Designation M32, mechanical finish, directional textured, medium satin. M. Stainless Steel Finishes: Comply with NAAMM "Metal Finishes Manual." 1. Bright, Cold - Rolled Unpolished Finish: AISI No. 2B finish. 2. Bright, Directional Polish: AISI No. 3 finish. N. Factory Finish: Manufacturer's standard factory finish. EXPANSION JOINT COVER ASSEMBLIES 05810 - 2 • • c. ' SOUTHCENTER MALL RENOVATION MPI JOB Na. 98294 Preparation: Comply with these specifications and manufacturer's instructions and recommendations including preparation of substrate, applying materials, and protecting installed units. Coordinate and furnish anchorages, setting drawings, templates, and instructions for anchoring to substrates or forming recesses into substrates for placement and grouting frames. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required. Install in true alignment in relationship to established lines and levels. Allow adequate free movement for metal thermal expansion and contraction. Set floor covers flush with adjacent finished floor materials. Install wall, ceiling, roof, and soffit covers in continuous contact with adjacent surfaces. Extruded Preformed Seals: Install seals to comply with manufacturer's instructions and with minimum number of end joints. Elastoineric Sealant Joint Assemblies: Seal end joints and transitions according to manufacturer's directions. Seismic Seals: Install seals according to manufacturer's instructions. Fire Barriers: Install fire barriers, including transitions and end joints according to manufacturer's instructions so that fire-rated construction is continuous. Cleaning and Protection: Remove protective covering only after finish work in adjacent areas is complete. Clean exposed metal surfaces to comply with manufacturer's instructions. END OF SECTION 05810 EXPANSION JOINT COVER ASSEMBLIES 05810 - 3 SOUTHCENTER MALL RENOVATION SECTION 06105 - MISCELLANEOUS CARPENTRY 1.1 General MPI JOB NO. 98294 A. Submittals: Submit wood treatment data, including chemical treatment manufacturer's instructions for handling, storing, installing, and finishing treated materials. 1.2 Products Lumber, General: Comply with DOC PS 20 and with applicable grading rules of inspection agencies certified by the American Lumber Standards Committee's (ALSC) Board of Review. Provide dressed lumber, S4S, with each piece factory marked with grade stamp of inspection agency. B. Wood - Preservative - Treated Materials: Comply with applicable requirements of AWPA C2 (lumber) and AWPA C9 (plywood). Mark each treated item with the Quality Mark Requirements of an inspection agency approved by ALSC's Board of Review. 1. Pressure treat aboveground items with waterborne preservatives to a minimum retention of 0.25 lb /cu. ft. (4.0 kg /cu. m). After treatment, kiln -dry lumber and plywood to a maximum moisture content of 19 and 15 percent, respectively. Treat indicated items and the following: a. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing. b. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with masonry or concrete. 2. Pressure treat wood members in contact with ground or freshwater with waterborne preservatives to a minimum retention of 0.40 lb /cu. ft. (6.4 kg /cu. m). C. Fire - Retardant- Treated Materials: Comply with applicable requirements of AWPA C20 (lumber) and AWPA C27 (plywood). Identify fire- retardant - treated wood with appropriate classification marking of UL; U.S. Testing; Timber Products Inspection, Inc.; or another testing and inspecting agency acceptable to authorities having jurisdiction. All wood products installed are to be fire retardant. D. Concealed Boards: Provide lumber with 19 percent maximum moisture content and any of the following species and grades: 1. Species and Grade: Eastern softwoods, No. 3 Common per NELIMIA rules. 2. Species and Grade: Northern species, No. 3 Common or Standard per NLGA rules. 3. Species and Grade: Mixed southern pine, No. 2 per SPIB rules. 4. Species and Grade: Western woods, Standard per WCLIB rules or No. 3 Common per WWPA rules. E. Fasteners: Size and type indicated. Where miscellaneous carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with a hot -dip zinc coating per ASTM A 153 or of Type 304 stainless steel. 1. Power - Driven Fasteners: CABO NER -272. MISCELLANEOUS CARPENTRY 06105 -1 SOUTHCENTERMALL RENOVATION 'MPI JOB NO. 48294 Execution Set carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit carpentry to other construction; scribe and cope as required for accurate fit. Correlate location of furring, nailers, blocking, grounds, and similar supports to allow attachment of other construction. Securely attach carpentry work as indicated and according to applicable codes and recognized D OF SECTION 06105 MISCELLANEOUS CARPENTRY 06105 -2 SOUTHCENTER MALL RENOVATION SECTION 06200 - FINISH CARPENTRY 1.1 General Submittals: In addition to Product Data, submit Samples for each finish and type of siding and paneling. 1.2 . Products B. MPI JOB NO. 98294 Lumber Standards: Comply with DOC PS 20, "American Softwood Lumber Standard," for lumber and with applicable grading rules of inspection agencies certified by American Lumber Standards Committee Board of Review. Softwood Plywood: Comply with DOC PS 1, "U.S. Product Standard for Construction and Industrial Plywood." Fire - Retardant Treatment: Where indicated, use materials impregnated with fire- retardant chemicals per AWPA C20; exterior type or interior Type A as required. Plastic laminate - color to be selected from standard color samples. 1.3 Execution A Condition finish carpentry to average prevailing humidity conditions in installation areas before installation, for a minimum of 24 hours. Install finish carpentry plumb, level, true, and aligned with adjacent materials. Use concealed shims where required for alignment. Scribe and cut finish carpentry to fit adjoining work. Refinish and seal cuts as recommended by manufacturer. C. Standing and Running Trim: Install with minimum number of joints practical, using full - length pieces from maximum lengths of lumber available. Stagger joints in adjacent and related trim. Cope at returns and miter at corners. D. Repair damaged or defective finish carpentry where possible to eliminate functional or visual defects. Where not possible to repair, replace finish carpentry. Adjust joinery for uniform appearance. END OF SECTION 06200 FINISH CARPENTRY 06200 -1 C SOUTHCENTER MALL RENOVATION SECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK 1.1 . General MPI JOB NO. 98294 A. Interior architectural woodwork includes wood furring, blocking, shims, and hanging strips, unless concealed within other construction before woodwork installation. B. Submittals: In addition to Product Data, submit the following: 1. Shop Drawings: Show location of each item, dimensioned plans and elevations, large - scale details, attachment devices, and other components. 2. Samples of solid- surfacing materials. C. Quality Standard: Unless otherwise indicated, comply with AWI's "Architectural Woodwork Quality Standards" for grades of interior architectural woodwork, construction, finishes, and other requirements. 1.2 Products 1. Provide AWI certification labels or compliance certificate indicating that woodwork complies with requirements of grades specified. D. Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet work is complete, and HVAC system is operating and maintaining temperature and relative humidity at occupancy levels during the remainder of the construction period. A. Fabricators: Subject to compliance with requirements, provide interior architectural woodwork by one of the following: B. High- Pressure Decorative Laminate: NEMA LD 3. C. Solid- Surfacing Material: Homogeneous solid sheets of filled plastic resin complying with material and performance requirements in ANSI Z124.3, for Type 5 or Type 6, without a precoated finish. 1. Products: Subject to compliance with requirements, provide one of the following: a. Corian; DuPont Polymers. b. Surell; Formica Corporation. c. Gibraltar; Wilsonart International, Div. of Premark International, Inc. D. Fire - Retardant- Treated Materials: Where indicated, use materials impregnated with fire-. retardant chemical formulations to comply with AWPA C20 (lumber) and AWPA C27 (plywood), Exterior Type or Interior Type A. Use fire - retardant - treatment formulations that do not bleed through or otherwise adversely affect finishes. Kiln -dry material after treatment. E. Fire - Retardant Particleboard: Panels made from softwood particles and fire - retardant chemicals mixed together at time of panel manufacture to achieve flame- spread rating of 25 or less and smoke - developed rating of 25 or less per ASTM E 84. INTERIOR ARCHITECTURAL WOODWORK 06402 -1 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 F. Fire- Retardant Fiberboard: Medium - density fiberboard panels complying with ANSI A208.2, made from softwood fibers, synthetic resins, and fire- retardant chemicals mixed together at time of panel manufacture to achieve flame - spread rating of 25 or less and smoke - developed rating of 200 or less per ASTM E 84. G. Furring, Blocking, Shims, and Hanging Strips: Fire - retardant - treated softwood or hardwood lumber, kiln -dried to less than 15 percent moisture content. H. Fabrication, General: Complete fabrication, including assembly, finishing and hardware application, to maximum extent possible, before shipment to Project site. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. 1. Interior Woodwork Grade: Provide [Premium] [Custom] [Economy] grade interior woodwork complying with the referenced quality standard. 2. Shop cut openings to maximum extent possible. Sand edges of cutouts to remove splinters and burrs. K. Solid- Surfacing- Material Countertops: As follows: 1.3 Execution 1. Solid- Surfacing- Material Thickness: 1/2 inch (13 mm). 2. Colors, Patterns, and Finishes: Provide materials and products that result in colors of solid- surfacing material complying with the following requirements: a. Provide Architect's selections from manufacturer's full range of colors and finishes. 3. Fabricate tops in one piece with shop - applied backsplashes and edges, unless otherwise indicated. Comply with solid- surfacing- material manufacturer's written recommendations for adhesives, sealers, fabrication, and finishing. L. Shop Finishing: Finish architectural woodwork at fabrication shop as specified in this Section. Defer only final touchup, cleaning, and polishing until after installation. A. Condition woodwork to average prevailing humidity conditions in installation areas and examine and complete work as required, including removal of packing and backpriming before installation. B. Quality Standard: Install woodwork to comply with WIC Section 26 for the same grade specified in this Section for type of woodwork involved. C. Install woodwork level, plumb, true, and straight to a tolerance of 1/8 inch in 96 inches (3 mm in 2400 mm). Shim as required with concealed shims. D. Scribe and cut woodwork to fit adjoining work, and refinish cut surfaces and repair damaged finish at cuts. E. Anchor woodwork to anchors or blocking built in or directly attached to substrates. Secure with countersunk, concealed fasteners and blind nailing as required for complete installation. Use fine finishing nails for exposed fastening, countersunk and filled flush with woodwork and matching final finish if transparent finish is indicated. INTERIOR ARCHITECTURAL WOODWORK 06402 - 2 OUTHCENTER MALL RENOVATION . • MPI JOB NO. 98294 • INTERIOR ARCHITECTURAL WOODWORK 06402 - 3 Fasten wall cabinets through back, near top and bottom, at ends and not more than 16 inches (400 mm) o.c. with No. 10 wafer-head screws sized for 1-inch (25-mm) penetration into wood framing, blocking, or hanging strips. No. 10 wafer-head sheet metal screws through metal backing or metal framing behind wall finish. Countert�ps: Anchor securely by screwing through corner blocks of base cabinets or other - supports into underside of countertop. Calk space between backsplash and wall with sealant specified in Division 7 Section "Joint Sealants." • SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 SECTION 07160 - BITUMINOUS DAMPPROOFING 1.1 General A. Submittals: Submit product data for each type of product specified, including data substantiating that materials comply with local regulations controlling use of volatile organic compounds (VOCs). 1.2 Products Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Cold- Applied, Asphalt Emulsion Dampproofing: a. ChemRex, Inc.; Sonneborn Building Products Div. b. Euclid Chemical Co. c. Karnak Chemical Corporation. d. Koppers Industries, Inc. e. Meadows: W.R. Meadows, Inc. B. Bituminous Dampproofing, General: Provide products recommended by manufacturer for designated application. 1. Odor Elimination: Provide material warranted by manufacturer to be odor free after drying for 24 hours under normal conditions. C. Cold- Applied, Asphalt Emulsion Dampproofing: Asphalt-based emulsions recommended by the manufacturer for dampproofing. 1. Trowel Grade: Emulsified asphalt mastic complying with ASTM D 1227, Type III or IV. D. Primer: Asphalt primer complying with ASTM D 41, for asphalt -based dampproofing. E. Glass Fabric: Woven glass fabric, treated with asphalt, complying with ASTM D 1668, Type I. F. Protection Course, Board Type: Premolded, 1/8 -inch- (3 -mm -) thick, multi-ply, semirigid board, with a mineral - stabilized asphalt core sandwiched between layers of asphalt- saturated felt and faced on one side with polyethylene film. 1.3 Execution 1. Products: Subject to compliance with requirements, provide one of the following: a. Protection Course II; ChemRex, Inc.; Sonneborn Building Products Div. b. Bituthene Asphaltic Hardboard; Grace: W.R. Grace & Co. c. PC -2 Protection Course; Meadows: W.R. Meadows, Inc. A. Preparation: Clean substrate and comply with recommendations of prime materials manufacturer. 1. Install cant strips and similar accessories as recommended by prime materials manufacturer. BITUMINOUS DAMPPROOFING 07160 -1 SOUTHCEINITER MALL RENOVATION MPI JOB NO 98294 2. Fill voids, seal joints, and apply bond breakers as recommended by prime materials manufacturer. 3. Install separate flashings and corner protection stripping as recommended by prime materials manufacturer. 4. Prime substrate as recommended by prime materials manufacturer. 5. Protection of Other Work: Prevent spillage and migration onto other surfaces of adjoining work. Application: Apply dampproofing where indicated on Drawings. Apply 1 or 2 coats as recommended by manufacturer. 1. Reinforcement: At changes in plane or as shown, install lapped course of glass fabric in first coat of dampproofing compound. 2. Apply horizontal dampproofing to concrete slab and turn up walls minimum 6 inches all around. Apply vertical dampproofing down walls from finished-grade line overlapping slab turn-up do not extend onto surfaces exposed to view when the Project is completed. Cold-Applied, Asphalt Emulsion Dampproofing: Apply on either exterior or interior surfaces. Protect dampproofing membrane from damage until backfill is completed. Remove overspray and spilled materials from surfaces not intended to receive dampproofing. E. Protection Course: Comply with dampproofing materials manufacturer's recommendations for method of support or attaching of protection materials. Support with spot application of trowel-grade mastic where not otherwise indicated. END OF SECTION 07160 Trowel Grade: Apply at a minimum rate of 7 gal./100 sq. ft. (2.8 L/sq. m), to produce an average, dry-film thickness of 60 mils (1.5 mm) but not less than 30 mils (0.8 mm) at any point. BITUMINOUS DAMPPROOFING 07160 -2 SOUTHCENTER MALL RENOVATION SECTION 07210 - BUILDING INSULATION 1.1 General A. Submittals: Product Data for each type of insulation product specified. B. Fire - Test - Response Characteristics: Provide insulation and related materials with the fire-test- response characteristics indicated as determined by testing identical products per ASTM E 84, ASTM E 119, or ASTM E 136 by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify materials with appropriate markings of applicable testing and inspecting agency. 1.2 Products MPI JOB NO. 98294 General: Provide insulating materials that comply with requirements and with referenced standards. 1. Preformed Units: Sizes to fit applications indicated; selected from manufacturer's standard thicknesses, widths, and lengths. B. Unfaced, Flexible Glass -Fiber Board Insulation: ASTM C 612, Type IA or ASTM C 553, Types I, H, and III. 1. Nominal Density: Not less than 1.5 lb/cu. ft. (24 kg /cu. m) nor more than 1.65 lb /cu. ft. (26 kg /cu. m). 2. Thermal Resistivity: 4.13 deg F x h x sq. ft. /Btu x in. at 75 deg F (28.6 K x m/W at 24 deg C). 3. Surface - Burning Characteristics: Smoke - developed indices of 25 and 50, respectively. C. Foil- Faced, Flexible Glass -Fiber Board Insulation: ASTM C 612, Type IA or ASTM C 553, Types I, II, and III; faced on one side with foil- scrim -kraft vapor retarder. 1. Nominal Density: 1.5 lb /cu. ft. (24 kg /cu. m). 2. Thermal Resistivity: 4.13 deg F x h x sq. ft. /Btu x in. at 75 deg F (28.6 K x m/W at 24 deg C). 3. Surface - Burning Characteristics: Maximum flame - spread and smoke - developed indices of 25 and 50, respectively. D. Fire - Retardant, Reinforced - Polyethylene Vapor Retarders: 2 outer layers of polyethylene film laminated to an inner reinforcing layer consisting of either a nonwoven grid of nylon cord or polyester scrim and weighing not less than 22 lb /1000 sq. ft. (10 kg /100 sq. m), with maximum permeance rating of 0.1317 perm (7.53 ng /Pa x s x sq. m) and flame - spread and smoke - developed indices of not more than 5 and 75, respectively. Color: white. 1. Products: Subject to compliance with requirements, provide one of the following or equal: a. DURA -SKRIM 2FR; Raven Industries, Inc. b. Griffolyn T -55 FR; Reef Industries, Inc., Griffolyn Div. E. Vapor - Retarder Tape: Pressure - sensitive tape of type recommended by vapor retarder manufacturer for sealing joints and penetrations in vapor retarder. BUILDING INSULATION 07210 -1 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 F. Adhesive for Bonding Insulation: Product with demonstrated capability to bond insulation securely to substrates indicated without damaging insulation and substrates. G. Adhesively Attached, Spindle -Type Anchors: Plate welded to projecting spindle; capable of holding insulation, of thickness indicated, securely in position indicated with self - locking washer in place; and complying with the following requirements: 1. Plate: Perforated galvanized carbon -steel sheet, 0.030 inch (0.762 mm) thick by 2 inches (50 mm) square. 2 Spindle: Copper- coated low carbon steel, fully annealed, 0.105 inches (2.67 mm) in . diameter, length to suit depth of insulation indicated. 3 Where spindles will be exposed to human contact after installation, protect ends with capped self - locking washers incorporating a spring steel insert to ensure permanent retention of cap. Anchor Adhesive: Product with demonstrated capability to bond insulation anchors securely to substrates indicated without damaging insulation, fasteners, and substrates. 1.3 Execution A Installation, General: Comply with insulation manufacturer's written instructions applicable to products and application indicated. 1. Install insulation that is undamaged, dry, unsoiled, and has not been exposed at any time to ice and snow. 2. Extend insulation in thickness indicated to envelop entire area to be insulated. Cut and fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement. 3. Apply single layer of insulation to produce thickness indicated, unless multiple layers are otherwise shown or required to make up total thickness. B. Extend vapor retarder to extremities of areas to be protected from vapor transmission. Secure in place with adhesives or other anchorage system. C. Protect installed insulation and vapor retarders from damage due to harmful weather exposures, physical abuse, and other causes. END OF SECTION 07210 BUILDING INSULATION 07210 - 2 SOUTHCENTER MALL RENOVATION 1.1 General SECTION 07242 - EXTERIOR INSULATION AND FINISH SYSTEMS C. Submittals: In addition to Product Data, submit the following: MPI JOB NO. 98294 A. Definitions: Exterior insulation and finish systems (EIFS) refer to exterior assemblies consisting of an inner layer of board insulation, an outer layer of a glass - fiber- mesh - reinforced base coat applied directly to board insulation, and a textured protective finish coat. Systems refer to EIMA classification Class PB EIFS. System manufacturer refers to EIFS manufacturer. B. Physical Properties: EIFS complying with performance standards and structural performance in "EIMA Guideline Specification for Exterior Insulation and Finish Systems, Class PB," including wind load per ASTM E 330 as indicated. 1. Shop Drawings: Show fabrication and installation of system including plans, elevations, sections, details of components, joint locations and configurations within system and between system and construction penetrating it, termination details, and attachments to construction behind system. 2. Samples for each finish, color, texture, and pattern specified. 3. Installer Certificates: Signed by system manufacturer certifying that installers comply with specified requirements. 4. Material Certificates: Signed by manufacturers or a third -party agency approved by system manufacturer certifying that insulation and joint sealants comply with requirements. 5. Compatibility and Adhesion Test Reports: From sealant manufacturer. 6. Product Test Reports: Based on comprehensive testing of current products by a qualified testing and inspecting agency. 7. EIFS Contractor and Sealant Installer Installation Cards: complete, sign, and submit to Building Department in accordance with ICBO Evaluation Service Report. D. Installer Qualifications: Engage an experienced installer who is certified in writing by system manufacturer as qualified to install manufacturer's system. Installer shall be trained in manufacturer's system, have a minimum of five years experience in projects of similar scope, and be approved by the Northwest Wall and Ceiling Bureau. E. Fire- Test - Response Characteristics: System assemblies and components with the following fire-test-response characteristics as determined by testing identical products per test method indicated below by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify products with appropriate markings of applicable testing and inspecting agency. 1. Flame Spread of Insulation Board and Finish Coats: 25 or less when tested individually per ASTM E 84. 2. Smoke Developed of Insulation Board and Finish Coats: 450 or less when tested individually per ASTM E 84. F. Mockups: Construct mockups for each form of construction and finish required. Mockup for panels over existing concrete fascia shall be full- height. G. Coordinate installation of EIFS with related Work specified in other Sections to ensure that wall assemblies, including sheathing, flashing, trim, joint sealers, windows, and doors, are EXTERIOR INSULATION AND FINISH SYSTEMS 07242 -1 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 1.2 Products protected against damage from the effects of weather, age, corrosion, moisture, and other causes. Do not allow water to penetrate behind EIFS. A. Manufacturers: Basis of Bid is "Outsulation Plus" by Dryvit Systens, Inc. Contractor may propose equal systems for review from the following: 1. Pleko Products, Inc. 2. Sto Corp.; Sto Finish Systems Div. 3. Stuc -O -Flex International, Inc. B. Compatibility: Substrates, adhesive, board insulation, reinforcing meshes, base- and finish - coat materials, sealants, and accessories that are compatible with one another and approved for use by system manufacturer. J. Colors, Textures, and Patterns of Finish Coat: Architect's selections from system manufacturer's full range of colors, textures, and patterns for type of finish coat indicated. Grid tape at all joints of exterior gypsum sheathing: comply with manufacturer's requirements. E. Air /weather barrier: "Backstop" air /weather barrier as manufactured by Dryvit Systems, Inc. Trowel on minimum 3/32 inch thickness per manufacturer's requirements. F. Flashing tape: install at all penetrations per manufacturer's requirements. G. Adhesive: "Primus" adhesive as manufactured by Dryvit Systems, Inc. Comply with notch trowel vertical pattern per manufacturer's requirements. H. Expanded Polystyrene Board Insulation: Comply with system manufacturer's requirements and ASTM C 578, Type IV for boards sized not more than 24 by 48 inches (610 by 1219 mm) and in thickness indicated but not more than 4 inches (102 mm) or less than that allowed by system manufacturer. Reinforcing Mesh: Balanced, alkali- resistant, open -weave glass -fiber mesh treated for compatibility with other system materials, made from continuous multiend strands with retained mesh tensile strength of not less than 120 lbf /in. (21 dN /cm) per EIMA 105.01, complying with ASTM D 578 and not less than 4.2 oz. /sq. yd. (142 g /sq. m) at reveals, 6 oz. /sq. yd. for typical wall installation, and 12 oz. /sq. yd. for top of parapet. Base -Coat Materials: System manufacturer's standard mixture complying with the following requirements for material composition and method of combining materials: 1. Job -mixed formulation of portland cement complying with ASTM C 150, Type I, natural color; clean, washed, silica sand complying with ASTM C 897 and system manufacturer's requirements; alkali- resistant chopped glass fibers; and polymer - emulsion admixture for base -coat use. "Genesis" base coat as manufactured by Dryvit Systems, Inc. a. Top of parapet: "Dryflex" as manufactured by Dryvit Systems, Inc. K. Finish -Coat Materials: System manufacturer's standard factory -mixed formulation of polymer - emulsion binder, colorfast mineral pigments, sound stone particles, and fillers. EXTERIOR INSULATION AND FINISH SYSTEMS 07242 - 2 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 Acrylic finish coat with DPR and PMR as manufactured by Dryvit Systems, Inc., integral color with sand pebble fine finish. 1. Top of parapet: Provide standard finish coat, then two coats "Weatherlastic Smooth" elastomeric finish. L. Water: Potable. M. Portland Cement: Type I or II. Trim Accessories: Type to suit conditions indicated and complying with ASTM C 1063; zinc alloy. 1. Drainage strip: exterior -grade PVC with .25 inch diameter holes spaced 3 inches on center, comply with ASTM D 1784-81 and ASTM C 1063 -94. Soffit drip screeds: vented drip reveal as manufactured by Fry Reglet and as shown on drawings. Joint Sealant System: Shall be as acceptable to EIFS system manufacturer as compatible with EIFS system, and shall be one of the following: I. Tremco, Inc. 2. Sealant: Dymeric 3. Primer: Primer #1 4. Pecora Corp. 5. Sealant: Dynatrol II 6. Primer: Primer type P75 7. Sonnebom 8. Sealant: Sonolastic NP II 9. Primer: Primer 733 10. Products Research & Chemical Corp. 11. Sealant: PRC Rubber Caulk 350 12. Primer: Primer #17 P. Backer Rod: Dow Ethafoam or equal. Q. Bond Breaker: Depends on surface; contact sealant manufacturer for recommendations. R. Sealant color to be as selected by Architect for match to EIFS materials. 1.3 Execution A. Comply with system manufacturer's written instructions for installation of system as applicable to each type of substrate indicated. B. Exterior Cement Board: Comply with cement board manufacturer's written instructions. 1. Cover exterior cement board with a layer of asphalt - saturated organic felt. C. Adhesive- attach insulation to substrate by method complying with manufacturer's requirements and DS 218 as specified by Dryvit Systems, Inc. EXTERIOR INSULATION AND FINISH SYSTEMS 07242-3 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 1. Apply insulation boards over dry substrates in courses with long edges oriented horizontally with vertical joints staggered in successive courses to produce running bond pattern. Begin first course from a level base line and work upward. 2. Locate joints so no piece of insulation is less than 12 inches (300 mm) wide or 6 inches (150 mm) high. Offset joints not less than 6 inches (150 mm) from corners of window and door openings. a. Offset joints of insulation not less than 4 inches (100 mm) from joints in sheathing. b. Offset joints of insulation not less than 4 inches (100 mm) from aesthetic reveals. 3. Interlock ends at internal and external corners. Abut boards tightly at joints and fill gaps with insulation. Interrupt insulation for expansion joints where indicated. Form joints for sealant application wide enough to produce joint widths indicated after encapsulating joint substrates with base coat and reinforcing mesh. 4. Rasp or sand flush entire surface of insulation to remove irregularities projecting more than 1/16 inch (1.6 mm) from surface of insulation and to remove yellowed areas due to sun exposure; smooth surface film created by extrusion process; do not create depressions deeper than 1/16 inch (1.6 mm). 5. Treat exposed edges of insulation board to comply with system manufacturer's written instructions. 6. Coordinate flashing installation with installation of insulation. D. Install expansion joints at locations indicated, where required by system manufacturer, where expansion joints are indicated in substrates behind EIFS, where EIFS adjoins dissimilar substrates, materials, and construction and at floor lines in multilevel wood -frame construction. E. Install control joints at locations indicated or, if not indicated, at locations complying with the following criteria and approved by Architect: 1. For wall areas defined by the placement of control joints; area not to exceed 150 sq. ft. (13.9 sq. m). 2. At a maximum spacing of 10 feet (3 m) in any direction. 3. At a maximum spacing of 12 feet (3.7 m) in any direction, with no panel exceeding 144 sq. ft. (13.4 sq. m) in area. 4. At a maximum spacing of 18 feet (5.4 m) in any direction, with no panel exceeding 144 sq. ft. (13.4 sq. m) in area. 5. Where required so no panel has a width -to- length ratio of more than 2- 1/2:1. 6. Where panels formed by system change in size, extend joints full width or height of protective coating. 7. Above and below window and door openings. F. Install trim accessories at locations indicated. Mechanically fasten accessories to structure. G. Cover insulation with reinforcing mesh and fasten through insulation to structure. H. Apply base coat over and into reinforcing mesh in thickness specified by system manufacturer to produce a flush, uniform surface with mesh fully embedded and prepared to receive finish coat. Apply in two separate passes. EXTERIOR INSULATION AND FINISH SYSTEMS 07242 - 4 c. • • • END OF SECTION 07242 , . . . . , •••• SOUTHCENTER MALL RENOVATION • •. MPI JOB NO. 98294 • •,, ,": • • .• • - • • • • . .• .••• • ,.•:, •. • .• • ..• I. Apply finish coat over dry base coat, maintaining a wet edge at all times for uniform appearance, m thickness required by system manufacturer to produce a uniform finish of . color arid textUre makhing approved sample. Installation of Joint Sealants: Prepare joints and apply sealants to comply with applicable requirements hi Division 7 Section "Joint Sealants" and in "EIMA Guide for Use of Sealants with Exterior Insulation and Finish Systems, Class PB." Apply joint sealants after base coat has cured but before applying finish coat. • , """ ' K. Field Quality Control: Owner .will engage a qualified independent testing and inspecting • agency to perform field quality-control tests and inspections and to prepare test reports. Correct deficiencies in or remove and replace EIFS that inspections and test reports indicate do not comply with requirements. Additional testing and inspecting, at Contractor's expense, , • , will be performed to determine compliance of corrected Work with requirements. EXTERIOR INSULATION AND FINISH SYSTEMS 07242-5 ( mPIetion Date: THE EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) INSTALLED ON THE STRUCTURE LOCATED AT THE ADDRESS INDICATED BELOW: CONFORMS • TO (EIFS MANUFACTURER NAME) RECOMMENDED INSTALLATION PRACTICES AND SECTION (S) OF ICBO ES, INC., EVALUATION REPORT ERA Address of Structure: A. B. C. INSTALLATION Substrate Type and Tolerance Weather- resistive Barrier (where applicable) EIFS 1. • Adhesive and /or Fasteners 2. Insulation 3. Reinforcing Fabric 4. Base Coat 5. Finish EIFS Contractor Company Name and Address: cc: Original: Building Department (EIFS CONTRACTOR NAME) Product Component Names: Adhesive(s) Fasteners (mech) Base Coat Reinforcing Fabric Finish Coat (s) CONFORMS Signature of responsible Officer: Type Name and Title of Officer: Telephone Number: ( ) FIGURE 8 INSTALLATION CARD D. The information entered above is offered in testimony that the EIFS installation conforms with the EIFS manufacturer's installation methods and procedures, and the EIFS manufacturer's ES report. NOTE: An installation card shall be received from the Sealant Installer indicating that the sealant installation conforms with the EIFS evaluation report and sealant manufacturer's installation methods and procedures must accompany this declaration. (Must be submitted with sealant Copy: EIFS Manufacturer installer declaration.) 'ompletion Date: THE SEALANT INSTALLED IN CONJUNCTION WITH AN EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) , INSTALLED ON THE STRUCTURE LOCATED AT THE ADDRESS INDICATED BELOW: CONFORMS TO (EIFS MANUFACTURER NAME)'AND (SEALANT MANUFACTURER'S NAME) RECOMMENDED INSTALLATION PRACTICES AND SECTION(S) OF ICBO ES, INC., EVALUATION REPORT ER- Address of Structure: A. Designer's requirements, details and instructions B. Sealant manufacturer's details and requirements C. Exterior insulation manufacturer's requirements cc: INSTALLATION Original: Copies: Building Department EIFS Manufacturer EIFS Contractor Sealant Manufacturer (SEALANT INSTALLER NAME) FIGURE 9— INSTALLATION CARD Product Component Names: Primer(s) Sealers Bond Breakers Sealant Materials CONFORMS Signature of responsible Officer: Type Name and Title of Officer: Telephone Number: ( ) 4�� � t 8 ti 4 � St;r �Sg�,Sl01� Pti • The information entered above is offered in testimony that the Sealant installation conforms with the sealant C . manufacturer's installation methods and procedures, and the EIFS manufacturer's evaluation report. Sealant Installer Company Name and Address: (Must be submitted with EIFS • contractor declaration.). C. SOUTHCENTER MALL RENOVATION SECTION 07412 - MANUFACTURED WALL PANELS 1.1 General MPI JOB NO. 98294 Submittals: In addition to Product Data, submit Shop Drawings, installation instructions, color samples, and general recommendations, as applicable to materials and finishes for each component and for total panel assemblies. 1.2 Products A Manufacturers: Design basis is BHP Steel Building Products "Nu -Wave Corrugated" factory- finished metal panel system with matching factory- finished trim, flashing, and accessories, or equal by one of the following manufacturers: a. Atas Aluminum Corp. b. Berridge Manufacturing Co. c. BHP Steel Building Products USA Inc. d. Carlisle Engineered Metals. e. Metal Building Components, Inc. f. Metal Sales Mfg. Corp. g. Modern Metal Systems, Inc. h. Petersen Aluminum Corp. i. Reynolds Metals Company. j. Robertson: H.H. Robertson Company. k. Smith Steelite, Inc. B. Galvanized Steel Sheet: ASTM A 653, G90 (ASTM A 653M, Z275); structural quality. C. Exposed Finish for Exterior Steel Panels: Coil coated with 2 -coat fluoropolymer according to ASTM A 755 (ASTM A 755M), composed of inhibitive primer and color topcoat containing not less than 70 percent polyvinylidene fluoride resin by weight, with a total minimum dry film thickness of 0.9 mil (0.023 mm); in color as selected by Architect from manufacturer's full range of colors. D. Prime Coat for Concealed Surfaces: Light - colored, baked -on polyester primer coat with a minimum dry film thickness of 0.2 mil (0.005 mm). E. Exterior Steel Panels: 24 guage, galvanized steel sheet. F. Fasteners: Self- tapping screws, bolts, nuts, self - locking rivets and bolts, end - welded studs, and other suitable fasteners designed to withstand design loads. G. Closure Strips: Closed -cell, self - extinguishing, expanded, cellular, rubber or cross - linked, polyolefin -foam strips. H. Sealing Tape: Pressure - sensitive, polyisobutylene tape with release paper backing. I. Joint Sealant: Polyurethane, polysulfide, or silicone- rubber sealant as recommended by panel manufacturer. J. Bituminous Coating: Cold- applied asphalt mastic, SSPC -Paint 12, compounded for 15 -mil (0.4 -mm) dry film thickness per coat. MANUFACTURED WALL PANELS 07412 -1 SOUTHCENTER MALL RENOVATION 1.3 Execution MPI JOB NO. 98294 A. Examination: Examine substrates and conditions for compliance with requirements indicated for conditions affecting performance of metal panel walls. Examine wall framing to verify that girts, angles, and other secondary structural panel support members and anchorage have been installed to meet requirements of panel manufacturer. Do not proceed with wall panel installation until unsatisfactory conditions have been corrected. B. Panel Installation: Comply with panel manufacturer's written instructions and recommendations for installation. Anchor panels securely in place, with provisions for thermal and structural movement. Field cutting exterior panels by torch is not permitted. Install panels with concealed fasteners, unless otherwise indicated. 1. Align bottom of wall panels and fasten with blind rivets, bolts, or self - tapping screws. Fasten flashings and trim around openings and similar elements with self - tapping screws. C. Accessories: Install components required for a complete wall panel assembly including trim, copings, fasciae, mullions, sills, corner units, clips, seam covers, flashings, louvers, sealants, gaskets, fillers, closure strips, and similar items. D. Weatherproofing: Install weatherseal to prevent air and moisture penetration. Install gaskets, joint fillers, and sealants where indicated and where required for weatherproof performance of wall panel assemblies. Provide types of gaskets, fillers, and sealants indicated or, if not otherwise indicated, types recommended by panel manufacturer. 1. Flash and seal panels at ends and intersections with other materials with rubber, neoprene, or other closures to exclude weather. 2. Seal panel end laps with a bead of tape or sealant, full width of panel. Seal side joints where recommended by panel manufacturer. 3. Prepare joints and apply sealants to comply with requirements of Division 7 Section "Joint Sealants." 4. Apply elastomeric sealant continuously between metal base channel (sill angle) and concrete, and elsewhere as necessary for waterproofing. Handle and apply sealant and back -up according to sealant manufacturer's written instructions. E. Separate dissimilar metals by painting each metal surface in area of contact with a bituminous coating or by other permanent separation as recommended by manufacturers of dissimilar metals. F. Damaged Units: Replace panels and other components of the Work that have been damaged or have deteriorated beyond successful repair by finish touchup or similar minor repair procedures. G. Cleaning: Remove temporary protective coverings and strippable films, if any, as soon as each panel is installed. On completion of panel installation, clean finished surfaces as recommended by panel manufacturer and maintain in a clean condition during construction. H. Warranty: Provide manufacturer's standard 20 -year finish warranty. END OF SECTION 07412 MANUFACTURED WALL PANELS 07412 - 2 C SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 SECTION 07620 - SHEET METAL FLASHING AND TRIM 1.1 General A Submittals: Product Data, Shop Drawings, and Samples for each item specified. 1.2 Products A Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Reglets: • a. Fry Reglet Corporation. b. Hickman: W.P. Hickman Co. c. Keystone Flashing Company. Galvanized Steel Sheet: ASTM A 526, G 90 (ASTM A 526M, Z 275), commercial quality, or ASTM A 527, G 90 (ASTM A 527M, Z 275), lock- forming quality, hot -dip galvanized, mill phosphatized where indicated for painting; not less than 0.0396 inch (1.0 mm) thick, unless otherwise indicated. Lead Sheet: ASTM B 749, Type L51121, copper - bearing lead sheet, minimum thickness of 0.0625 inch (1.6 mm) except not less than 0.0937 inch (2.4 mm) thick for applications where burning (welding) is involved. Concealed Through -Wall Flashing: 0.0156 -inch- (0.4 -mm -) thick stainless steel. E. Reglets: Profile indicated; 0.0187 -inch- (0.5 -mm -) thick stainless steel. F. Miscellaneous Materials and Accessories: As follows: 1. Solder: ASTM B 32, Grade Sn50. 2. Solder for Stainless Steel: ASTM B 32, Grade Sn60. 3. Fasteners: Noncorrosive metal. Match finish of exposed heads with material being fastened. 4. Asphalt Mastic: SSPC -Paint 12, asbestos free, solvent type. 5. Roofing Cement: ASTM D 4586, Type I, asbestos free, asphalt based. 6. Mastic Sealant: Polyisobutylene; nonhardening, nonskinning, nondrying, nonmigrating sealant. 7. Elastomeric Sealant: As specified in Division 7 Section "Joint Sealants." 8. Epoxy Seam Sealer: 2 -part, noncorrosive, aluminum seam - cementing compound. 9. Adhesives: Type recommended for waterproof and weather - resistant seaming and adhesive. 10. Clips, Straps, Anchoring Devices, and Similar Accessories: Compatible with material being installed. G. Fabricate sheet metal flashing and trim to comply with recommendations of SMACNA's "Architectural Sheet Metal Manual" that apply to the design, dimensions, metal, and other characteristics of the item indicated. 1. Gutters: 0.040 -inch- (1.0 -mm -) thick Galvanized Steel. SHEET METAL FLASHING AND TRIM 07620 -1 C SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 2. Downspouts: 0.024 -inch- (0.6 -mm -) thick galvanized steel. 3. Conductor Heads: 0.032 -inch- (0.8 -mm -) galvanized steel. 4. Splash Pans: 0.0187 -inch- (0.5 -mm -) thick stainless steel. 5. Roof -Drain Flashing: 4.0 lb /sq. ft. (1.6 -mm- thick), hard - tempered lead. 6. Scuppers: 16 oz. /sq. ft. (0.55 -mm- thick) copper. 7. Exposed Trim, Gravel Stops, and Fasciae: 0.0187 -inch- (0.5 -mm -) galvanized steel. 8. Copings: 0.050 -inch- (1.2 -mm -) thick galvanized steel. 9. Base Flashing: 0.0187 -inch- (0.5 -mm -) thick galvanized steel. 10. Counterflashing: 0.0187 -inch- (0.5 -mm -) thick galvanized steel. 11. Flashing Receivers: 0.0156 -inch- (0.4 -mm -) thick galvanized steel. 12. Drip Edges: 0.0217 -inch- (0.55 -mm -) thick galvanized steel. 13. Equipment Support Flashing: 0.0276 -inch- (0.7 -mm -) thick galvanized steel. 14. Roof - Penetration Flashing: 0.0276 -inch- (0.7 -mm -) thick galvanized steel. 15. Roof Expansion -Joint Cover: 0.0276 -inch- (0.7 -mm -) thick galvanized steel. 16. Roof -to -Wall Expansion Joint Cover: 0.0336 -inch- (0.85 -mm -) thick galvanized steel. H. Coil- Coated Galvanized Steel Sheet Finish: 2 -coat fluoropolymer Hylar 5000 or Kynar 500. 1. Color and Gloss: Match Architect's sample. 1.3 Execution Installation: Comply with manufacturer's instructions and SMACNA's "Architectural Sheet Metal Manual" allow for thermal expansion; set true to line and level as indicated. Install Work with laps, joints, and seams permanently watertight and weatherproof; conceal fasteners where possible. 1. Roof -Edge Flashings: Secure metal flashings at roof edges according to FM Loss Prevention Data Sheet 1 -49 for specified wind zone. B. Expansion Provisions: Provide for thermal expansion of exposed sheet metal Work. Space movement joints at maximum of 10 feet (3 m) with no joints allowed within 24 inches (610 mm) of corner or intersection. Where lapped or bayonet -type expansion provisions in Work cannot be used or would not be sufficiently weatherproof and waterproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch (25 mm) deep, filled with mastic sealant (concealed within joints). C. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pretin edges of sheets to be soldered to a width of 1 -1/2 inches (38 mm), except where pretinned surface would show in finished Work. 1. Pretinning is not required for lead. D. Sealed Joints: Form nonexpansion, but movable, joints in metal to accommodate elastomeric sealant to comply with SMACNA standards. Fill joint with sealant and form metal to completely conceal sealant. E. Seams: Fabricate nonmoving seams in sheet metal with flat -lock seams. Tin edges to be seamed, form seams, and solder. F. Separations: Separate noncompatible metals or corrosive substrates with a coating of asphalt mastic or other permanent separation as recommended by manufacturer. SHEET METAL FLASHING AND TRIM 07620 - 2 END OF SECTION 07620 Counterflashings: Coordinate installation with installation of assemblies to be protected by counterflashing. Install counterflashings in reglets or receivers: Secure in a waterproof manner, by means of snap -in installation and sealant, lead wedges and sealant, interlocking folded seam, or blind rivets and sealant. Lap counterflashing joints a minimum of 2 inches (50 mm) and bed with sealant. Roof- Drainage System: Coordinate installation with roofing installation. 'Coordinate flashing and sheet metal items for steep- sloped roofs with roofing installation. Equipment Support Flashing.. Coordinate installation with roofing : and equipment installation. Weld or seal flashing to equipment support member. Roof- Penetration Flashing: Coordinate installation with roofing and installation of items penetrating roof. SHEET METAL FLASHING AND TRIM 07620 - 3 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 SECTION 07841 - THROUGH - PENETRATION FIRESTOP SYSTEMS 1.1 General A. Performance Requirements: Provide through- penetration firestop systems that are produced and installed to resist spread of fire according to requirements indicated, resist passage of smoke and other gases, and maintain original fire - resistance rating of assembly penetrated. 1. F -Rated Systems: Provide through - penetration firestop systems with F- ratings indicated, as determined per ASTM E 814, but not less than that equaling or exceeding fire- resistance rating of constructions penetrated. 2. T -Rated Systems: For the following conditions, provide through - penetration firestop systems with T- ratings indicated, as well as F- ratings, as determined per ASTM E 814, where systems protect penetrating items exposed to potential contact with adjacent materials in occupiable floor areas: a. Penetrations located outside wall cavities. b. Penetrations located outside fire - resistive shaft enclosures. c. Penetrations located in construction containing fire- protection -rated openings. d. Penetrating items larger than 4 -inch- (100 -mm -) diameter nominal pipe or 16 sq. in. (100 sq. cm) in overall cross - sectional area. 3. For through - penetration firestop systems exposed to view, traffic, moisture, and physical damage, provide products that after curing do not deteriorate when exposed to these conditions both during and after construction. a. For piping penetrations for plumbing and wet -pipe sprinkler systems, provide moisture - resistant through - penetration firestop systems. b. For floor penetrations with annular spaces exceeding 4 inches (100 mm) in width and exposed to possible loading and traffic, provide firestop systems capable of supporting floor loads involved either by installing floor plates or by other means. c. For penetrations involving insulated piping, provide through- penetration firestop systems not requiring removal of insulation. 4. For through- penetration firestop systems exposed to view, provide products with flame- spread ratings of less than 25 and smoke - developed ratings of less than 450, as determined per ASTM E 84. B. Submittals: In addition to Product Data for each type of product specified, submit the following: 1. Shop Drawings: For each through- penetration firestop system, show each kind of construction condition penetrated, relationships to adjoining construction, and kind of penetrating item. Include firestop design designation of testing and inspecting agency acceptable to authorities having jurisdiction. 2. Product Certificates: Signed by manufacturers of through- penetration firestop system products certifying that products furnished comply with requirements. 3. Product Test Reports: From a qualified testing agency indicating through- penetration firestop system complies with requirements, based on comprehensive testing of current products. THROUGH - PENETRATION FIRESTOP SYSTEMS 07841 -1 SOUTHCENTER MALL RENOVATION C. Fire- Test - Response Characteristics: Provide through - penetration firestop systems that comply with the following requirements and those specified in "Performance Requirements" Paragraph: 1.2 Products 1. Firestopping tests are performed by a qualified testing and inspecting agency. A qualified testing and inspecting agency is UL, Warnock- Hersey, or another agency performing testing and follow -up inspection services for firestop systems acceptable to authorities having jurisdiction. 2. Through- penetration firestop systems are identical to those tested per ASTM E 814 and bear classification marking of qualified testing and inspecting agency. A. Products: Subject to compliance with requirements, provide one of the through- penetration firestop systems indicated for each application that are produced by one of the following manufacturers: 1. A/D Fire Protection Systems Inc. 2: DAP Inc. 3. Firestop Systems Inc. 4. Hilti Construction Chemicals, Inc. 5. Instant Firestop Mfg. Inc. 6. International Protective Coatings Corp. 7. Isolatek International. 8. Nelson Firestop Products. 9. NUCO Industries. 10. RectorSeal Corporation (The). 11. Specified Technologies Inc. 12. 3M Fire Protection Products. 13. Tremco. 14. United States Gypsum Company. B. Firestopping, General: Provide through - penetration firestop systems that are compatible with one another, with the substrates forming openings, and with the items, if any, penetrating through- penetration firestop systems, under conditions of service and application, as demonstrated by through- penetration firestop system manufacturer based on testing and field experience. C. Accessories: Provide components for each through- penetration firestop system that are needed to install fill materials and to comply with "Performance Requirements" Paragraph. Use only components specified by through - penetration firestop system manufacturer and approved by the qualified testing and inspecting agency for firestop systems indicated. Accessories include, but are not limited to, the following items: 1. Permanent forming /damming /backing materials. 2. Temporary forming materials. 3. Substrate primers. 4. Collars. 5. Steel sleeves. MPI JOB NO. 98294 D. General: Provide through- penetration firestop systems containing the types of fill materials indicated in the Through - Penetration Firestop System Schedule on the Drawings by reference THROUGH - PENETRATION FIRESTOP SYSTEMS 07841- 2 SOUTHCENTER MALL RENOVATION to the types of materials described below. Fill materials are those referred to in directories of the referenced testing and inspecting agencies as fill, void, or cavity materials. 1. Cast-in-Place Firestop Devices: Factory-assembled devices for use in cast-in-place concrete floors and consisting of an outer metallic sleeve lined with an intumescent strip, a radial extended flange attached to one end of the sleeve for fastening to concrete formwork, and a neoprene gasket. Latex Sealants: Single-component latex formulations that after cure do not re-emulsify during exposure to moisture. 3. Firestop Devices: Factory-assembled collars formed from galvanized steel and lined with intumescent material sized to fit specific diameter of penetrant. 4. Intumescent Composite Sheets: Rigid panels consisting of aluminum-foil-faced elastomeric sheet bonded to galvanized steel sheet. 5. Intumescent Putties: Nonhardening dielectric, water-resistant putties containing no solvents, inorganic fibers, or silicone compounds. 6. Intumescent Wrap Strips: Single-component intumescent elastomeric sheets with aluminum foil on one side. 7. Mortars: Prepackaged, dry mixes consisting of a blend of inorganic binders, hydraulic cement, fillers, and lightweight aggregate formulated for mixing with water at Project site to form a nonsluinking, homogeneous mortar. 8. Pillows/Bags: Reusable, heat-expanding pillows/bags consisting of glass-fiber cloth cases filled with a combination of mineral-fiber, water-insoluble expansion agents and fire-retardant additives. 9. Silicone Foams: Multicomponent, silicone-based liquid elastomers that, when mixed, expand and cure in place to produce a flexible, nonshrinking foam. 10. Silicone Sealants: Moisture-curing, single-component, silicone-based, neutral-curing elastomeric sealants. 1.3 Execution A. General: Install through-penetration firestop systems to comply with "Performance Requirements" Paragraph and firestop system manufacturer's written installation instructions and published drawings for products and applications indicated. B. Install forming/damming/backing materials and other accessories of types required to support fill materials during their application and in the position needed to produce cross- sectional shapes and depths required to achieve fire ratings indicated. END OF SECTION 07841 MPI JOB NO. 98294 THROUGH-PENETRATION FIRESTOP SYSTEMS 07841 - 3 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 SECTION 07920 - JOINT SEALANTS 1.1 General A. Provide caulking and sealants as specified herein, as shown on the Drawings, and elsewhere as required to provide a positive barrier against the passage of moisture and air. Fill all joints between like and dissimilar materials. B. Provide firestopping at penetrations and material gaps and junctions in a fire resistive construction. C. System Description: 1. Fire -rated construction: Maintain barrier and structural floor fire resistance ratings including resistance to cold smoke at all penetrations, connections with other surfaces or types of construction, at separations required to permit building movement and sound or vibration absorption, and at other construction gaps. 2 Smoke barrier construction: Maintain barrier and structural floor resistance to cold smoke at all penetrations, connections with other surfaces and types of construction, and at all separations required to permit building movement and sound or vibration absorption, and at other construction gaps. D. Submittals: 1.2 Products 1. Manufacturer's printed literature and color cards for all products proposed for use in this work. 2. Manufacturer's printed installation instructions. 3. UL or Warnock Hersey approval reports and assembly details for each type of fire - rated joint or penetration firestopping situation anticipated and corresponding assembly proposed. If additional penetrations or joint conditions become apparent as construction progresses provide additional details to the Architect for review. 4. Maintain copies of the approved penetration firestopping and fire -rated joint system details on site for the use of the Inspector in confirming the system installation. • A. Compatibility: Provide joint sealers, joint fillers and other related materials that are compatible with one another and with joint substrates under service and application conditions, as demonstrated by testing and field experience. Coordinate with contractors for other portions of the work for material compatibility and for proper scheduling of previous and subsequent installations such as painting and water repellants. B. Colors: Provide color of exposed joint sealers, as selected by Architect from manufacturer's standard colors. Color of firestopping sealants shall be readily identifiable as to type, distinguishable from non -rated caulks or sealants. JOINT SEALANTS 07920 -1 SOUTHCENTER MALL RENOVATION. MPI JOB NO. 98294 Elastomeric Sealant Standard: Provide manufacturer's standard chemically curing, elastomeric sealant of base polymer indicated, complying with ASTM C 920 requirements. D. Elastomeric Sealants: 1. The following manufacturers offering products which may be incorporated in the work include: a. Dow Corning b. Pecora Corp. c. Tremco inc. d. General Electric e Sonneborn Sealants for use with EIFS systems are specified in Section 07240. One - Component Polyurethane Sealant: Polyurethane- based, one -part elastomeric sealant, complying with FS TT -S- 00230, Class A, Type I (self - leveling) unless Type II recommended by manufacturer for application shown. F. One -Part, Nonsag Polysulfide Sealant: Type S; Grade NS; Class 12 -1/2. Multi -Part, Nonsag Urethane Sealant: Type M, Grade NS, Class 25. H. Acrylic Sealant: One -part, nonsag, solvent - release - curing acrylic terpolymer sealant complying with AAMA 808.3 or FS TT-S- 00230, or both, with capability, when tested per ASTM C 719, to withstand the following percentage change in joint width existing at time of application without failing adhesively or cohesively: 1. Maximum cyclic movement capability: plus or minus 7.5 percent. I. Fire -rated penetration systems: Provide caulk or putty intumescent -type sealant system materials as required by penetration or joint type meeting the requirements for rated joints under UL or Warnock- Hersey approvals; products of one manufacturer as follows, or equal based on substantiating listing agency acceptance: 1. 3M 2. Hilti 3. Bio Fireshield J. Joint Primer /Sealer: Provide type of joint primer /sealer recommended by sealant manufacturer for joint surfaces to be primed or sealed. K. Bond Breaker Tape: Polyethylene tape or other plastic tape as recommended by sealant manufacturer to be applied to sealant- contact surfaces where bond to substrate or joint filler must be avoided for proper performance of sealant. Provide self - adhesive tape where applicable. JOINT SEALANTS 07920 - 2 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 M. Fire- resistant sealant systems: use only those primers, joint backers and packing, and miscellaneous materials approved by the listing agency in specific details for each type of firestopping penetration or fire -rated joint assembly: 1.3 Execution Sealant Backer Rod: Compressible rod stock of polyethylene foam, polyethylene jacketed polyurethane foam, butyl rubber foam, neoprene foam, or other flexible, permanent, durable nonabsorptive material as recommended by sealant manufacturer for compatibility with sealant. Manufacturer's Instructions: 1. Comply with manufacturer's printed instructions except where more stringent requirements are shown or specified, and except where manufacturer's technical representative directs otherwise. B. Joint Preparation: 1. Clean joint surfaces immediately before installation of sealant or caulking compound. Remove dirt, insecure coatings, moisture, and other substances which could interfere with bond of sealant or caulking compound. Etch concrete joint surfaces as recommended by sealant manufacturer. Roughen vitreous and glazed joint surfaces as recommended by sealant manufacturer. 2. Prime or seal joint surfaces where indicated, and where recommended by sealant manufacturer. Do not allow primer /sealer to spill or migrate onto adjoining surfaces. C. Installation 1. Set joint filler units at proper depth or position in joint to coordinate with other work, including installation of bond breakers, backer rods, and sealants. Do not leave voids or gaps between ends of joint filler units. 2. Install sealant backer rod for liquid elastomeric sealants, except where shown to be omitted by sealant manufacturer for application indicated. 3. Install bond breaker tape where indicated and where required by manufacturer's recommendations to ensure that elastomeric sealants will perform properly. Prevent three sided bending within the joint. 4. Employ only proven installation techniques, which will ensure that sealants are deposited in uniform, continuous ribbons without gaps or air pockets, with complete "wetting" of joint bond surfaces equally on opposite sides. Except as otherwise indicated, fill sealant rabbet to a slightly concave surface, slightly below adjoining surfaces. Where horizontal joints are between a horizontal surface and vertical surface, fill joint to form a slight cove, so that joint will not trap moisture and dirt. JOINT SEALANTS 07920 - 3 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 5 . Install sealant to depths as shown or, if not shown, as recommended by sealant manufacturer but within the following general limitation, measured at center (thin) section of bead: 6. For normal moving joints sealed with elastomeric sealants but not subject to traffic, fill joints to a depth equal to 50% of joint width, but neither more than 1/2" deep nor less than 1/4" deep. 7. For joints sealed with non - elastomeric sealants and caulking compounds, fill joints to a depth in range of 75% to 125 % joint width. 8. Spillage: Do not allow sealants or compounds to overflow or spill onto adjoining surfaces, or to migrate into voids of adjoining surfaces. Clean adjoining surfaces by whatever means may be necessary to eliminate evidence of spillage. 9. Do not overheat hot - applied sealants. 10. Recess exposed edges of gaskets and exposed joint fillers slightly behind adjoining surfaces, unless otherwise shown, so that compressed units will not protrude from joints. 11. Fire - resistant sealant systems: Apply all backings, putties, caulks, sealants, etc. required for a complete assembly per the approved details of the required fire - resistance of the wall within which the penetration or joint occurs. All installations shall be in accordance with requirements of the manufacturer for handling, installation, and final arrangement of components. D. Cure And Protection 1. Cure sealants and caulking compounds in compliance with manufacturer's instructions and recommendations, to obtain high early bond strength, internal cohesive strength and surface durability. Advise Contractor of procedures required for cure and protection or joint sealers during construction period, so that they will be without deterioration or damage (other than normal wear and weathering) at time of substantial completion. 2. General: Comply with joint sealant manufacturer's instructions for products and applications indicated. 3. Sealant Installation Standard: Comply with ASTM C 1193. 4. Acoustical Sealant Application Standard: Comply with ASTM C 919 for use of joint sealants in acoustical applications. END OF SECTION 07920 JOINT SEALANTS 07920 - 4 SOUTHCENTER MALL RENOVATION SECTION 08110 - STEEL DOORS AND FRAMES 1.1 General A. Submit Product Data for each type of door and frame specified. B. Quality Assurance: Comply with ANSI /SDI 100. C. Fire -Rated Door Assemblies: NFPA 80, identical to assemblies tested per ASTM E 152, and labeled and listed by UL, Warnock Hersey, or another testing and inspecting agency acceptable to authorities having jurisdiction. 1.2 Products A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Amweld Building Products, Inc. 2. Benchmark Commercial Doors. 3. Ceco Door Products. 4. Copco Door Co. 5. Curries Co. 6. Deansteel Manufacturing Co. 7. Fenestra Corp. 8. Kewanee Corp. 9. Mesker Door, Inc. 10. Pioneer Industries. 11. Republic Builders Products. 12. Steelcraft. B. Hot -Rolled Steel Sheets: ASTM A 569 (ASTM A 569M). MPI JOB NO. 98294 C. Cold- Rolled Steel Sheets: ASTM A 366 (ASTM A 366M), commercial quality, or ASTM A 620 (ASTM A 620M), drawing quality. D. Galvanized Steel Sheets: ASTM A 526 (ASTM A 526M), commercial quality, or ASTM A 642 (ASTM A 642M), drawing quality, with A 60 or G 60 (Z 180 or ZF 180) coating designation, mill phosphatized. E. Steel Doors: Provide 1 -3/4 -inch- (44 -mm -) thick doors of materials and ANSI /SDI 100 grades and models specified below, or as indicated on Drawings or schedules: 1. Interior Doors: Grade II, heavy -duty, Model 2, seamless design, minimum 0.0478 -inch- (1.2 -mm- ) thick cold - rolled steel sheet faces. 2. Exterior Doors: Grade III, extra heavy -duty, Model 2, seamless design, minimum 0.0635 -inch- (1.6 -mm -) thick galvanized steel sheet faces. F. Frames: Provide frames for doors, sidelights, borrowed lights, and other openings that comply with ANSI /SDI 100; fabricate to be rigid, neat in appearance, and free from defects, warp, or buckle. STEEL DOORS AND FRAMES 08110 -1 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 1. For interior frames provide units with mitered or coped and continuously welded corners, formed from 0.0478 -inch- (1.2 -mm -) thick cold -rolled steel for openings 48 inches (1220 mm) or less in width and from 0.0598 -inch- (1.5 -mm -) thick steel for openings over 48 inches (1220 mm) in width. 2 For exterior frames provide units with mitered or coped and continuously welded corners, formed from 0.0635 -inch- (1.6 -mm -) thick galvanized steel sheet. 3. Door Silencers: 3 on strike jambs of single -door frames and 2 on heads of double -door frames; non -rated and non - weather- stripped doors only. 4. Plaster Guards: Provide where mortar might obstruct hardware operation and to close off interior of openings. 5. Grout: As specified in Division 4 Section "Unit Masonry." G. Tolerances: Comply with SDI 117. H. Fabricate concealed stiffeners, reinforcement, edge channels, louvers, and moldings from either cold- or hot -rolled steel sheet. I. Hardware Preparation: Prepare doors and frames to receive mortised and concealed hardware according to SDI 107. J. Glazing Stops: Minimum 0.0359 -inch- (0.9 -mm -) thick steel or 0.040 -inch- (1 -mm -) thick aluminum. 1. Provide nonremovable stops on outside of exterior doors and on secure side of interior doors for glass, louvers, and other panels in doors. 2. Provide screw- applied, removable, glazing beads on inside of glass, louvers, and other panels in doors. K. Finishes, General: Comply with NAAMM's "Metal Finishes Manual" for recommendations relative to applying and designating finishes. 1. Apply primers and organic finishes to doors and frames after fabrication. L. Galvanized Steel Sheet Finishes: Comply with SDI 112 and the following: 1. Surface Preparation: Clean surfaces with nonpetroleum solvent so that surfaces are free of oil or other contaminants. After cleaning, apply a conversion coating of the type suited to the organic coating applied over it. Clean welds, mechanical connections, and abraded areas, and apply galvanizing repair paint specified to comply with ASTM A 780. 2. Galvanizing Repair Paint: SSPC -Paint 20, high -zinc- dust - content paint with dry film containing not Less than 94 percent zinc dust by weight. 3. Factory Priming for Field- Painted Finish: Where field painting after installation is indicated, apply air -dried primer specified below immediately after cleaning and pretreatment. a. Shop Primer: Zinc -dust, zinc -oxide primer paint complying with performance requirements of FS TT -P -641, Type II. M. Steel Sheet Finishes: Comply with SSPC -PA 1, "Paint Application Specification No, 1." STEEL DOORS AND FRAMES 08110 - 2 SOUTHCENTER MALL RENOVATION 1. Surface Preparation: Solvent-clean surfaces according to SSPC-SP 1. Remove mill scale and rust to comply with SSPC-SP 5 (White Metal Blast Cleaning) or SSPC-SP 8 (Pickling). 2. Pretreatment: Immediately after surface preparation, apply a conversion coating suited to organic coating applied over it. Factory Priming for Field-Painted Finish: Apply shop primer that complies with ANSI A224.1 acceptance criteria, is compatible with finish paint systems indicated, and has capability to provide a sound foundation for field-applied topcoats. Apply primer immediately after surface preparation and pretreatment. 1.3 Execution A. General: Install steel doors, frames, and accessories according to Shop Drawings, manufacturer's data, and as specified. B. Placing Frames: Comply with provisions of SDI 105, unless otherwise indicated. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. 1. Except for frames located in existing concrete, masonry, or gypsum board assembly construction, place frames before constructing enclosing walls and ceilings. 2. Install at least 3 anchors per jamb adjacent to hinge location on hinge jamb and at corresponding heights on strike jamb. 3. In in-place gypsum board partitions, install knock-down, slip-on, drywall frames. 4. Install fire-rated frames according to NFPA 80. C. Door Installation: Fit hollow-metal doors accurately in frames, within clearances specified in ANSI/SDI 100. D. Prime Coat Touchup: Immediately after erection, sand smooth any rusted or damaged areas of prime coat and apply touchup of compatible air-drying primer. Protection Removal: Immediately before final inspection, remove protective wrappings from doors and frames. E. END OF SECTION 08110 1. Fire-Rated Doors: Install with clearances specified in NFPA 80. 2. Smoke-Control Doors: Comply with NFPA 105. MPI JOB NO. 98294 STEEL DOORS AND FRAMES 08110 - 3 SOUTHCENTER MALL RENOVATION SECTION 08211 - FLUSH WOOD DOORS 1.1 General A. Submittals: In addition to Product Data, submit the following: 1. Shop Drawings: Indicate location, size, and hand of each door; fire ratings; construction details; location and extent of hardware blocking, mortises, holes, and cutouts; requirements for veneer matching and factory finishing; and other pertinent data. 2. Samples of actual materials in small sections for each face material and finish. B. AWI Quality Standard: AWI's "Architectural Woodwork Quality Standards" for grade of door, core, construction, finish, and other requirements. 1.2 Products Fire -Rated Wood Doors: Doors that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Eagle Plywood & Door Manufacturing, Inc. 2. Eggers Industries; Architectural Door Division. 3. Graham Manufacturing Corp. 4. Haley Brothers, Inc. 5. Ideal Wood Products, Inc. 6. Vancouver Door Company, Inc. 7. V -T Industries Inc. 8. Weyerhaeuser Co. B. Doors for Transparent Finish: As follows: 1. Grade: Custom (Grade A faces). 2. Faces: Red oak, plain sliced. 3. Match between Veneer Leaves: Book match. 4. Pair and Set Match: Provide for pairs of doors and for doors hung in adjacent sets. C. Doors for Opaque Finish: As follows: 1. Grade: Economy. 2. Faces: Hardboard. D. Interior Solid -Core Veneer -Faced Doors: Contractor's option from the following: MPI JOB NO. 98294 1. Core: Particleboard core. 2. Core: Glued -block core. 3. Construction: Five or seven plies with stiles and rails bonded to core, then entire unit abrasive planed before veneering. E. Interior Solid -Core Hardboard -Faced Doors: Contractor's option from the following: 1. Core: Particleboard core. FLUSH WOOD DOORS 08211 -1 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 F. Fire -Rated Doors: As follows: G. Blocking: Provide blocking for particleboard -core, mineral -core, and hollow -core doors as necessary to eliminate need for through- bolting hardware. For mineral -core doors, provide composite blocking with improved screw - holding capability. H. Factory fit doors to suit frame- opening sizes indicated. Comply with clearance requirements of referenced quality standard for fitting. Comply with requirements of NFPA 80 for fire - rated doors. I. Contractor's option: Factory machine doors for hardware that is not surface applied. J. Openings: Cut and trim openings through doors to comply with applicable requirements of referenced standards for kind(s) of door(s) required. K. Shop prime exposed portions of doors for paint finish with one coat of wood primer specified in Division 9 Section "Painting." 1.3 Execution 2. Construction: Hardboard faces glued directly to core with stiles and rails bonded to core, then entire unit abrasive planed before faces are applied. 1. Construction: Construction and core specified above for type of face indicated or manufacturer's standard mineral -core construction as required to provide fire rating indicated. 2. Edge Construction: Manufacturer's standard laminated -edge construction with improved screw - holding capability and split resistance. 3. Pairs: Furnish formed -steel edges and astragals for pairs of fire -rated doors, unless otherwise indicated. 4. Pairs: Provide fire -rated pairs with fire- retardant stiles that are labeled and listed for kinds of applications indicated without formed -steel edges and astragals. 1. Metal Astragals: Premachine astragals and formed -steel edges for hardware for pairs of fire -rated doors. A. Install wood doors to comply with manufacturer's written instructions, referenced quality standard, and as indicated. 1. Install fire -rated doors in corresponding fire -rated frames according to NFPA 80. B. Align and fit doors in frames with uniform clearances and bevels as indicated below; do not trim stiles and rails in excess of limits set by manufacturer or permitted with fire -rated doors. Machine doors for hardware. Seal cut surfaces after fitting and machining. C. Factory-Fitted Doors: Align in frames for uniform clearance at each edge. D. Factory- Finished Doors: Restore finish before installation, if fitting or machining is required at Project site. END OF SECTION 08211 FLUSH WOOD DOORS 08211 - 2 SOUTHCENTER MALL RENOVATION SECTION 08305 - ACCESS DOORS 1.1 General Submittals: In addition to product data, submit the following: 1. Access door schedule including types, general locations, sizes, wall and ceiling details, latching or locking provisions, and other pertinent installation data. 2. Shop drawings showing fabrication and installation of customized access doors and frames. B. Quality Assurance: Provide fire -rated access doors that comply with NFPA 80, are identical to door and frame assemblies tested for fire-test-response characteristics per test method as indicated below, and are labeled and listed by UL, Warnock Hersey, or another testing and inspecting agency acceptable to authorities having jurisdiction. 1. Test Method for Vertical Installations: ASTM E 152. 2. Test Method for Horizontal Installations: ASTM E 119. 1.2 Products A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Acudor Products Inc. 2. Bar -Co, Inc. Div., Alfab, Inc. 3. Cesco Products. 4. Elmdor Manufacturing Co. 5. J.L. Industries. 6. Karp Associates, Inc. 7. Larsen's Manufacturing Co. 8. Milcor, Inc. 9. Nystrom, Inc. 10. The Williams Bros. Corporation of America. B. Zinc- Coated Steel Sheet: ASTM A 591/A 591M, Electrolytic zinc- coated steel sheet with Class C coating and phosphate treatment to prepare surface for painting. C. Stainless -Steel Sheet: ASTM A 167, Type 304 with No. 4 finish according to ASTM A 480/A 480M. D. Noninsulated, Fire -Rated Doors for Walls: Self- latching units consisting of frame, trim, door, and hardware, including automatic closer, interior latch release, and complying with the following requirements: 1. Fire - Protection Rating for Walls: 1 -1/2 hours. MPI JOB NO. 98294 E. Flush Access Doors with Exposed Trim: Units consisting of frame with exposed trim, door, hardware, and complying with the following requirements: 1. Prime painted units at GWB walls. 2. Stainless steel units, #4 finish, at toilet room walls. ACCESS DOORS 08305 -1 . • .•'.. ;,. SOUTHCENTER MALL RENOVATION 3 . Frame: 0.0598-inch- (1.52-mm-) thick zinc-coated steel sheet. 4. Frame: 0.0625-inch- (1.59-mm-) thick stainless-steel sheet. 5. Door: 0.0598-inch- (1.52-mm-) thick zinc-coated steel sheet. • 6. Door: 0.0625-inch- (1.59-mm-) thick stainless-steel sheet. 7.. Hinge: Continuous type. 8. Locks: Key-operated cylinder lock. • Execution • ' Preparation: Advise Installers of other work about specific requirements relating to access door installation, including sizes of openings to receive access door and frame, as well as • locations of supports, inserts, and anchoring devices. Furnish inserts and anchoring devices for access doors that must be built into other construction. Coordinate delivery with other work to avoid delay. Installation: Comply with manufacturer's instructions for installing access doors. Set frames accurately in position and attach securely to supports with plane of face panels aligned with adjacent finished surfaces. Install concealed-frame access doors flush with adjacent finish surfaces. • C. Adjust and clean hardware and panels after installation for proper operation. D. • Remove and replace panels or frames that are warped, bowed, or otherwise damaged. END OF SECTION 08305 ACCESS DOORS 08305 - 2 SECTION 08410 - ALUMINUM STOREFRONTS 1.1 General B. Glazing: Physically and thermally isolate glazing from framing members. SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 A. System Description: Provide aluminum storefront systems at new tenant space exterior walls capable of withstanding loads and thermal and structural movement requirements indicated without failure, based on testing manufacturer's standard units in assemblies similar to those indicated for this Project. Failure includes air infiltration and water penetration exceeding specified limits; and framing members transferring stresses, including those caused by thermal and structural movement, to glazing units. C. Thermally Broken Construction: Provide systems that isolate aluminum exposed to exterior from aluminum exposed to interior with a material of low thermal conductance. D. Wind Loads: Provide storefront systems, including anchorage, capable of withstanding wind - load design pressures calculated according to requirements of authorities having jurisdiction or the American Society of Civil Engineers' ASCE 7, "Minimum Design Loads for Buildings and Other Structures," 6.4.2, "Analytical Procedure," whichever are more stringent. 1. Deflection of framing members in a direction normal to wall plane is limited to 1/175 of clear span or 3/4 inch (19 mm), whichever is smaller, unless otherwise indicated. 2. Static- Pressure Test Performance: Provide storefront systems that do not evidence material failures, structural distress, failure of operating components to function normally, or permanent deformation of main framing members exceeding 0.2 percent of clear span when tested according to ASTM E 330. a. Test Pressure: 150 percent of inward and outward wind -load design pressures. b. Duration: As required by design wind velocity; fastest 1 mile (1.609 km) of wind for relevant exposure category. E. Dead Loads: Provide storefront - system members that do not deflect an amount which will reduce glazing bite below 75 percent of design dimension when carrying full dead load. Provide a minimum 1/8 -inch (3.18 -mm) clearance between members and top of glazing or other fixed part immediately below. Provide a minimum 1/16 -inch (1.59 -mm) clearance between members and operable windows and doors. F. Air Infiltration: Provide storefront systems with permanent resistance to air leakage through fixed glazing and frame areas of not more than 0.06 cfm /sq. ft. (0.3 L /s /sq. m) of fixed wall area when tested according to ASTM E 283 at a static -air- pressure difference of 1.57 lbf /sq. ft. (75.2 Pa). G. Water Penetration: Provide storefront systems that do not evidence water leakage through fixed glazing and frame areas when tested according to ASTM E 331 at minimum differential pressure of 20 percent of inward - acting wind -load design pressure as defined by ASCE 7, "Minimum Design Loads for Buildings and Other Structures," but not less than 6.24 lbf /sq. ft. (299 Pa). H. Thermal Movements: Provide storefront systems, including anchorage, that accommodate thermal movements of systems and supporting elements resulting from the following maximum change (range) in ambient and surface temperatures without buckling, damaging ALUMINUM STOREFRONTS 08410 -1 SOUTHCENTER MALL RENOVATION 1.2 Products MPI JOB NO. 98294 stresses on glazing, failure of joint sealants, damaging loads on fasteners, failure of doors or other operating units to function properly, and other detrimental effects. 1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces. I. Average Thermal Conductance: Provide storefront systems with average U- values of not more than 0.75 Btu /sq. ft. x h x deg F (3.57 W /sq. m x K) when tested according to AAMA 1503.1. Submittals: Product Data for each product specified and the following: 1. Shop Drawings: Show system layout and details of fabrication and installation, including plans, elevations, sections, details of components, provisions for expansion and contraction, and attachments to other work. 2. Samples for Verification: Of each type of exposed finish required in manufacturer's standard sizes. Where finishes involve normal color and texture variations, include Sample sets showing the full range of variations expected. 3. Product Test Reports: Based on evaluation of tests performed by manufacturer and witnessed by a qualified independent testing agency, indicate compliance of storefront systems with requirements based on comprehensive testing of current systems. K. Installer Qualifications: Engage an experienced installer to perform work of this Section who has specialized in installing storefront systems similar to those required for this Project and who is acceptable to manufacturer. L. Product Options: Drawings indicate size, profiles, and dimensional requirements of storefront systems and are based on the specific systems indicated. Other manufacturers' systems with equal performance characteristics may be considered. Refer to Division 1 Section "Substitutions." M. Welding Standards: Comply with applicable provisions of AWS D1.2, "Structural Welding Code — Aluminum." A. Manufacturers: Kawneer Company, Inc. Trifab 451 -T, thermally- broken framing system or equal by US Aluminum. B. Materials: As follows: 1. Aluminum: Alloy and temper recommended by manufacturer for type of use and finish indicated, complying with the requirements of standards indicated below. a. Sheet and Plate: ASTM B 209 (ASTM B 209M). b. Extruded Bars, Rods, Shapes, and Tubes: ASTM B 221 (ASTM B 221M). c. Extruded Structural Pipe and Tubes: ASTM B 429. d. Bars, Rods, and Wire: ASTM B 211 (ASTM B 211M). e. Welding Rods and Bare Electrodes: AWS A5.10. ALUMINUM STOREFRONTS 08410 - 2 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 2. Steel Reinforcement: Complying with ASTM A 36 (ASTM A 36M) for structural shapes, plates, and bars; ASTM A 611 for cold -rolled sheet and strip; or ASTM A 570 (ASTM A 570M) for hot -rolled sheet and strip. 3. Glazing as specified in Division 8 Section "Glazing." 4. Glazing Gaskets: Manufacturer's standard pressure - glazing system of black, resilient glazing gaskets, setting blocks, and shims or spacers, fabricated from an elastomer of type and in hardness recommended by system and gasket manufacturer to comply with system performance requirements. Provide gasket assemblies that have corners sealed with sealant recommended by gasket manufacturer. 5. Framing system gaskets, sealants, and joint fillers as recommended by manufacturer for joint type. 6. Sealants and joint fillers for joints at perimeter of entrance and storefront systems as specified in Division 7 Section "Joint Sealants." 7. Bituminous Paint: Cold- applied asphalt -mastic paint complying with SSPC -Paint 12 requirements, except containing no asbestos, formulated for 30 -mil (0.762 -mm) thickness per coat. C. Components: As follows: 1. Brackets and Reinforcements: Provide manufacturer's standard brackets and reinforcements that are compatible with adjacent materials. Provide nonstaining, nonferrous shims for aligning system components. 2. Fasteners and Accessories: Manufacturer's standard corrosion - resistant, nonstaining, nonbleeding fasteners and accessories compatible with adjacent materials. a. Reinforce members as required to retain fastener threads. b. Do not use exposed fasteners, except for hardware application. For hardware application, use countersunk Philips flat -head machine screws finished to match framing members or hardware being fastened, unless otherwise indicated. 3. Concrete and Masonry Inserts: Hot -dip galvanized cast -iron, malleable -iron, or steel inserts complying with ASTM A 123 or ASTM A 153 requirements. 4. Concealed Flashing: Manufacturer's standard corrosion - resistant, nonstaining, nonbleeding flashing, compatible with adjacent materials, and of type recommended by manufacturer. D. Fabrication: Fabricate components that, when assembled, will have accurately fitted joints with ends coped or mitered to produce hairline joints free of burrs and distortion. After fabrication, clearly mark components to identify their locations in Project according to Shop Drawings. 1. Forming: Form shapes with sharp profiles, straight and free of defects or deformations, before finishing. 2. Prepare components to receive concealed fasteners and anchor and connection devices. 3. Fabricate components to drain water passing joints and condensation and moisture occurring or migrating within the system to the exterior. 4. Welding: Weld components to comply with referenced AWS standard. Weld before finishing components to greatest extent possible. Weld in concealed Locations to greatest extent possible to minimize distortion or discoloration of finish. Remove weld spatter and welding oxides from exposed surfaces by descaling or grinding. 5. Metal Protection: Where aluminum will contact dissimilar metals, protect against galvanic action by painting contact surfaces with primer or by applying sealant or tape ALUMINUM STOREFRONTS 08410 - 3 c SOUTHCENTER MALL RENOVATION recommended by manufacturer for this purpose. Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. 6. Storefront: Fabricate framing in profiles indicated. Provide subframes and reinforcing of types indicated or, if not indicated, as required for a complete system. Factory assemble components to greatest extent possible. Disassemble components only as necessary for shipment and installation. E. Aluminum Finishes: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations relative to applying and designating finishes. 1.3 Execution 1. Class I, Color Anodic Finish: AA- M12C22A42/A44 (Mechanical Finish: nonspecular as fabricated; Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class I, integrally colored or electrolytically deposited color coating 0.018 mm or thicker) complying with AAMA 606.1 or AAMA 608.1. a. Color: Bronze to match adjacent existing storefront systems. MPI JOB NO. 98294 F. Steel Priming: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations relative to applying primer. Perform manufacturer's standard cleaning operations to remove dirt, oil, grease, or other contaminants that could impair paint bond. Remove mill scale and rust, if present, from uncoated steel. Apply manufacturer's standard corrosion - resistant primer immediately after surface preparation and pretreatment. A. Installation, General: Comply with manufacturer's written instructions for protecting, handling, and installing entrance and storefront systems. Do not install damaged components. Fit frame joints to produce hairline joints free of burrs and distortion. Rigidly secure nonmovement joints. Seal joints watertight. B. Metal Protection: Where aluminum will contact dissimilar metals, protect against galvanic action by painting contact surfaces with primer or by applying sealant or tape recommended by manufacturer for this purpose. Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. C. Install components to drain water passing joints and condensation and moisture occurring or migrating within the system to the exterior. D. Set continuous sill members and flashing in a full sealant bed to provide weathertight construction, unless otherwise indicated. Comply with requirements of Division 7 Section "Joint Sealants." E. Install framing components plumb and true in alignment with established lines and grades without warp or rack of framing members. F. Install glazing to comply with requirements of Division 8 Section "Glazing," unless otherwise indicated. G. Install perimeter sealant to comply with requirements of Division 7 Section "Joint Sealants," unless otherwise indicated. ALUMINUM STOREFRONTS 08410 - 4 • UTHCENTER MALL RENOVATION MPI JOB NO 98294 Erection Tolerances: Install entrance and storefront systems to comply with the following maximum tolerances: Remove excess sealant and glazing compounds, and dirt from surfaces. Variation from Plane: Limit variation from plane or location shown to 1/8 inch in 12 feet (3 mm in 3.7 m); 1/4 inch (6 mm) over total length. Alignment Where surfaces abut in line, limit offset from true alignment to 1/16 inch (1.5 mm).' Where surfaces meet at corners, limit offset from true alignment to 1/32 inch (0.8 mm). Diagonal Measurements: Limit difference between diagonal measurements to 1/8 inch (3 mm). ALUMINUM STOREFRONTS 08410 -5 c SOUTHCENTER MALL RENOVATION SECTION 08630 - METAL - FRAMED SKYLIGHTS 1.1 General MPI JOB NO. 98294 Performance Requirements: As follows: 1. General: Provide metal - framed skylights capable of withstanding loads and thermal and structural movements indicated without failure. 2 Deflection Limits: As follows: a. Deflection of the entire length of framing members in direction normal to glazing plane is limited to 1/180 of clear span or 3/4 inch (19 mm), whichever is smaller, unless otherwise indicated. b. Deflection of the entire length of framing members for spans exceeding 20 feet (6 m) is limited to 1/240 of clear span. c. Deflection of framing members in a direction parallel to glazing plane, when carrying full dead load, is limited to an amount not exceeding that which reduces glazing bite below 75 percent of design dimension and that which reduces edge clearance between framing members and glazing or other fixed components to less than 1/8 inch (3.2 mm). 3. Lateral Support: Compression flanges of flexural members are laterally braced by cross members with minimum depths equal to 50 percent of flexural member depth and by anchors to the building structure. Glazing material does not provide lateral support. 4. Structural Loads: Provide metal - framed skylights, including anchorage, capable of withstanding the effects of design loads indicated when supporting full dead loads. 5. Structural Performance: Provide metal- framed skylights, including anchorage, capable of withstanding test pressure indicated without material and deflection failures and permanent deformation of structural members exceeding 0.2 percent of span when tested according to ASTM E 330. a. Test Pressure: 150 percent of positive and negative wind -load design pressures. b. Test Duration: As required by design wind velocity; fastest 1 mile (1.609 km) of wind for relevant exposure category. 6. Thermal Movement: Provide metal- framed skylights that allow for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures by preventing buckling, sealant failure, and other detrimental effects. a. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C) material surfaces. 7. Air Infiltration: Provide metal- framed skylights with maximum air leakage of 0.06 cfm /sq. ft. (0.03 L/s per sq. m) of surface when tested according to ASTM E 283 at a minimum static- air - pressure differential of 6.24 lbf /sq. ft. (300 Pa). 8. Water Penetration: Provide metal- framed skylights that do not evidence water penetration when tested according to ASTM E 331 at a minimum differential static pressure of 20 percent of positive design wind load, but not less than 6.24 lbf /sq. ft. (300 Pa). B. Submittals: As follows: METAL- FRAMED SKYLIGHTS 08630 -1 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 1. Product Data: Include construction details, material descriptions, dimensions and profiles of components, and finishes for metal - framed skylights. 2. Shop Drawings: For metal- framed skylights. Include plans, elevations, sections, details, and attachments to other Work. a. Include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. fi 3. Samples for Initial Selection: Manufacturer's color charts consisting of sections of units showing the full range of colors available for factory- finished aluminum. 4 4. Product Test Reports: From a qualified testing agency indicating skylights comply with requirements, based on comprehensive testing of current products. 5. Sealant Compatibility and Adhesion Test Reports: From sealant manufacturer indicating that materials forming joint substrates and joint sealant backings have been tested for compatibility and adhesion with sealants; include sealant manufacturer's, interpretation of test results for sealant performance and recommendations for primers and substrate preparation needed for adhesion. 6. Field Test Reports: Indicate and interpret test results for compliance with requirements. C. Installer Qualifications: An experienced installer to assume engineering responsibility who has specialized in installing metal- framed skylights similar to those indicated for this Project and who is acceptable to manufacturer. 1. Engineering Responsibility: Preparation of data for metal- framed skylights, including Shop Drawings, based on engineering analysis of manufacturer's standard skylights similar to those indicated for this Project. D. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of skylights that are similar to those indicated for this Project in material, design, and extent. E. Testing Agency Qualifications: An independent testing agency with the experience and capability to conduct the testing indicated, as documented according to ASTM E 548. F. Product Options: Drawings indicate size, profiles, and dimensional requirements of metal - framed skylights and are based on the specific skylight systems indicated. Other manufacturers' skylight systems with equal performance characteristics may be considered. Refer to Division 1 Section "Substitutions." G. Preconstruction Sealant Compatibility and Adhesion Testing: Use sealant manufacturer's standard test methods to determine whether priming and other specific joint preparation techniques are required to obtain rapid, optimum adhesion of joint sealants to joint substrates. 1. For materials failing tests, obtain sealant manufacturer's written instructions for corrective measures, including the use of specially formulated primers. METAL - FRAMED SKYLIGHTS 08630 - 2 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 H. Warranty: Provide a special project warranty signed by the Contractor, Installer, and Manufacturer certifying that the installation will be free of defects in materials and workmanship and shall remain watertight for a period of 10 years from the date of final acceptance. Defects and leaks which develop during the warranty period, as well as damage to the structure and finishes resulting from such leakage, shall be repaired or replaced at no expense to the Owner. 1.2 Products A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Dea- Moore, Inc.. 2. Evergreen House Skylights as represented by RGA Architectural Sales. 3. Super Sky Products, Inc. B. Framing Materials: As follows: 1. Aluminum: Alloy and temper recommended by manufacturer for use and finish indicated, and as follows: a. Extrusions: ASTM B 221 (ASTM B 221M). b. Sheet and Plate: ASTM B 209 (ASTM B 209M). c. Bars, Rods, and Wire: ASTM B 211 (ASTM B 211M). 2. Brackets and Reinforcements: Provide manufacturer's standard high- strength aluminum brackets and reinforcements. Provide nonstaining, nonferrous shims to install and align skylights. 3. Concealed Flashing: Manufacturer's standard corrosion - resistant, nonstaining, nonbleeding flashing; compatible with adjacent materials. 4. Exposed Flashing and Closures: Aluminum sheet. 5. Fasteners and Accessories: Manufacturer's standard corrosion - resistant, nonstaining, nonbleeding fasteners and accessories; compatible with adjacent materials. a. Movement Joints: Provide slip -joint linings, spacers, and sleeves of material and type recommended by manufacturer. b. Aluminum- Retaining -Cap Fasteners: ASTM A 193/A 193M, Series 300 stainless - steel screws; type as recommended by manufacturer. c. Connections to Supporting Structure: ASTM A 307, zinc- coated steel fasteners. 6. Framing- System Gaskets and Joint Fillers: Manufacturer's standard permanent gaskets and joint fillers for sliding, compression, and nonmoving joints. 7. Framing - System Sealants: Compatible with components with which sealants come in contact and recommended by skylight and sealant manufacturers for this use. 8. Bituminous Paint: Cold - applied asphalt mastic paint complying with SSPC -Paint 12, except containing no asbestos, and formulated for 30 -mil (0.8 -mm) thickness per coat. 9. Thermal Insulation: As specified in Division 7 Section "Building Insulation." C. Glazing Materials: As follows: 1. Insulating Glass: 1" thick sealed insulating units consisting of outer layer min. /4" thick clear tempered float glass, and inner Layer of 5/16" thick min. laminated safety glass METAL - FRAMED SKYLIGHTS 08630 - 3 1 c SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 with heat strengthened glass and light green PVB plastic inter layer. Unit shall have low -E coating on #2 surface. a. Outer layer: PPG Sungate 1000 T, or equal. b. Inner layer: Monsanto Saflex with #3773 light green interlayer, or equal. 2. Glazing Gaskets: Manufacturer's standard pressure - glazing gaskets of elastomer type and hardness selected by skylight and gasket manufacturers to comply with requirements. Provide gasket assemblies that have corners sealed with sealant recommended by gasket manufacturer. 3. Spacers, Edge Blocks, and Setting Blocks: Manufacturer's standard permanent nonmigrating type of elastomer type and hardness selected to comply with requirements. a. For structural silicone glazing, provide bond - breaking spacer gaskets and bonding setting blocks compatible with silicone sealants. 4. Structural Silicone Sealant ASTM C 1184, compatible with components with which sealant comes in contact, formulated and tested for use as a structural sealant, and neutral curing. a. Color: Black. b. Tensile Strength: 100 psi (690 kPa) minimum. c. Provide sealant with modulus of elasticity that will not allow movement of more than 25 percent of joint width, unless less movement is required by skylight systems' design. 5. Weatherseal Sealant Neutral- curing silicone sealant recommended by skylight and sealant manufacturers for this use. a. Color: Black. D. Fabrication: Fit and assemble framing components to greatest extent practicable before finishing. Before shipping, shop assemble, mark, and disassemble components that cannot be permanently shop assembled. 1. Metal Protection: As follows: a. Where aluminum will contact dissimilar metals, protect against galvanic action by painting contact surfaces with primer or by applying sealant or tape recommended by manufacturer for this purpose. b. Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. c. Where aluminum will contact pressure - treated wood, separate dissimilar materials by methods recommended by manufacturer. E. Aluminum Finishes: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. 1. Class I, Clear Anodic Finish: AA- M10C22A41, clear coating 0.018 mm or thicker complying with AAMA 607.1. METAL - FRAMED SKYLIGHTS 08630 - 4 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 1.3 Execution A. Metal Protection: As follows: 1. Where aluminum will contact dissimilar metals, protect against galvanic action by painting contact surfaces with primer or by applying sealant or tape recommended by manufacturer for this purpose. 2. Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. 3. Where aluminum will contact pressure- treated wood, separate dissimilar materials by methods recommended by manufacturer. B. Installation: Comply with manufacturer's written instructions for protecting, handling, and installing skylight components. 1. Fit frame joints to produce hairline joints free of burrs and distortion. 2. Rigidly secure nonmovement joints. 3. Accommodate thermal and mechanical movements. 4. Install framing components to drain water passing joints and to drain condensation and moisture occurring or migrating within skylight system to the exterior. 5. Coordinate installation of insulation and flashings at skylight perimeters to maintain continuity of thermal and water barriers. 6. Set continuous curbs and flashings in a full sealant bed, unless otherwise indicated. Comply with requirements in Division 7 Section "Joint Sealants." C. Erection Tolerances: Install skylight components true in plane, accurately aligned, and without warp or rack. Adjust framing to comply with the following tolerances: 1. Variation from Plane: Limit variation from plane or location shown to 1/8 inch in 10 feet (3 mm in 3 m); 1/4 inch (6 mm) over total length. 2. Alignment: Where surfaces abut in line and at corners and where surfaces are separated by less than 3 inches (76 mm), limit offset from true alignment to less than 1/32 inch (0.8 mm); otherwise, limit offset from true alignment to 1/8 inch (3.2 mm). D. Field Glazing: As follows: 1. Insulating Glass: Comply with requirements in Division 8 Section "Glazing." E. Clean skylights inside and outside, immediately after installation and after sealants have cured, according to manufacturer's written recommendations. 1. Remove temporary protective coverings and strippable coatings from prefinished metal surfaces. Remove labels and markings from all components. END OF SECTION 08630 METAL - FRAMED SKYLIGHTS 08630 - 5 SOUTHCENTER MALL RENOVATION SECTION 08632 - UNIT SKYLIGHTS 1.1 General A. Performance Requirements: As follows: 1. General: Provide unit skylights capable of withstanding loads and thermal and structural movements indicated without failure. B. Submittals: As follows: 1. Product Data: Include manufacturer's data, construction details, material descriptions, 1 dimensions and profiles of components, and finishes. Installer Qualifications: An installer experienced in installing unit skylights similar to those indicated for this Project and who is acceptable to manufacturer. D. Product Options: Drawings indicate size, profiles, and dimensional requirements of unit skylights and are based on the specific skylight systems indicated. Other manufacturers' skylight systems with equal performance characteristics may be considered. Refer to Division 1 Section "Substitutions." E. Warranty: minimum five -year warranty against material defects and leakage. 1.2 Products A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. American Skylights. 2. Bristolite 3. Thermo -Vu Sunlite Industries 4. Wasco Products, Inc. MPI JOB NO. 98294 B. Materials: Polycarbonate- or acrylic - glazed, double -domed insulated unit skylights, with dome profile to generally match existing unit skylights and translucent white color to match existing unit skylights as follows: 1. Glazing to meet requirements of UBC Standard 26-7 for type CC -1 or CC -2. Maximum SHGC (NFRC certified and labeled) of 1.0. Maximim U- Factor (NFRC certified and labeled; Standard RS-31) of 1.40. Dome rise to be at least 10 percent of maximum dimension. 2. Aluminum: Alloy and temper recommended by manufacturer for use and finish indicated, and as follows: a. Extrusions: ASTM B 221 b. Sheet and Plate: ASTM B 209 c. Bars, Rods, and Wire: ASTM B 211 3. Curb: Provide manufacturer's standard integral 12 inch tall, insulated aluminum curb. Provide nonstaining, nonferrous shims to install and align skylights. UNIT SKYLIGHTS 08632 -1 11 SOUTHCENTER MALL RENOVATION 1.3 4. Concealed Flashing: Manufacturer's standard corrosion - resistant, nonstaining, nonbleeding flashing; compatible with adjacent materials. 5. Exposed Flashing and Closures: Aluminum sheet. MPI JOB NO. 98294 6. Fasteners and Accessories: Manufacturer's standard corrosion - resistant, nonstaining, nonbleeding fasteners and accessories; compatible with adjacent materials. a. Connections to Supporting Structure: ASTM A 307, zinc- coated steel fasteners. b. Concrete or Masonry Inserts: Zinc - coated cast -iron, malleable -iron, or steel inserts; hot -dip galvanized according to ASTM A 123. c. Structural Silicone Sealant Glazing: Prepare surfaces that will contact sealant and install sealant according to sealant manufacturer's written instructions. Do not transport units until sealant has cured. Aluminum Finishes: Mill finish aluminum. Execution Metal Protection: As follows: 1. Where aluminum will contact dissimilar metals, protect against galvanic action by painting contact surfaces with primer or by applying sealant or tape recommended by manufacturer for this purpose. 2. Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. 3. Where aluminum will contact pressure - treated wood, separate dissimilar materials by methods recommended by manufacturer. B. Installation: Comply with manufacturer's written instructions for protecting, handling, and installing unit skylights. 1. Coordinate schedule and installation with the work of other Sections. 2. Coordinate installation of insulation and flashings at skylight perimeters to maintain continuity of thermal and water barriers. 3. Set continuous curbs and flashings in a full sealant bed, unless otherwise indicated. C. Erection Tolerances: Install unit skylights true in plane, accurately aligned, and without warp or rack. D. Clean skylights inside and outside, immediately after installation and after sealants have cured, according to manufacturer's written recommendations. 1. Remove temporary protective coverings and strippable coatings from prefinished metal surfaces. Remove labels and markings from all components. END OF SECTION 08632 UNIT SKYLIGHTS 08632 - 2 • SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 SECTION 08711- DOOR HARDWARE 1.1 General A. Submittals: In addition to Product Data for each item specified, submit the following: 1. Shop Drawings: Details of electrified door hardware, including wiring diagrams. 2. Samples: For each type of exposed finish. 3. Door Hardware Schedule: Organize into door hardware sets indicating type, style, function, size, label, hand, manufacturer, fasteners, location, and finish of each door hardware item. Include description of each electrified door hardware function, including sequence of operation. 4. Keying Schedule: Detail Owner's final keying instructions for locks, coordinating with existing mall keying program. 5. Product Certificates: Certifying that door hardware complies with listed fire door assemblies. B. Supplier Qualifications: Door hardware supplier who is or employs a qualified DHI Architectural Hardware Consultant. C. Keying Conference: Conduct conference with owner's representative and mall security and maintenance supervisors at Project site. Incorporate keying conference decisions into final keying schedule. D. Deliver keys to Owner by registered mail. E. Templates: Obtain and distribute templates for doors, frames, and other work specified to be factory prepared for installing door hardware. 1.2 Products A. Scheduled Door Hardware: Provide door hardware for each door to comply with requirements in this Section and the Door Hardware Schedule. 1. Door Hardware Sets: Provide quantity, item, size, finish or color indicated, and named manufacturer's products. 2. Designations: Product designation and manufacturer are listed for each door hardware type required for the purpose of establishing minimum requirements. Manufacturers' names are abbreviated in the Door Hardware Schedule. B. Certified Products: Provide door hardware that is listed in one of BHMA's directories of certified products. C. Hinges and Pivots: Except for hinges and pivots to be installed entirely (both leaves) into wood doors and frames, provide only template - produced units. 1. Hinge Base Metal: Unless otherwise indicated, provide the following: a. Exterior Hinges: Stainless steel, with stainless -steel pin. b. Interior Hinges: Stainless steel, with stainless -steel pin. c. Hinges for Fire -Rated Assemblies: Stainless steel, with stainless -steel pin. DOOR HARDWARE 08711 -1 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 2. Nonremovable Pins: Provide set screw in hinge barrel that prevents removal of pin while door is closed; for outswinging exterior doors and outswinging corridor doors with locks. 3. Threaded - to-the -Head Wood Screws: For fire -rated wood doors. 4. Screws: Phillips flat -head screws; machine screws (drilled and tapped holes) for metal doors and frames and wood screws for wood doors. Finish screw heads to match surface of hinges. D. Locks and Latches: As follows: 1. Provide the lockset design designated below or, if sets are provided by another manufacturer, provide designs that match those designated: a. Bored Locks: Sargent 10 line levers series 2. Dummy Trim: Match lever lock trim and escutcheons. 3. Lock Throw: Comply with labeled fire door requirements. 4. Backset: 2 -3/4 inches (70 mm), unless otherwise indicated. 5. Electromagnetic Locks: Provide the following, as tested according to BHMA A156.23: a. Strength Ranking: 500 lbf (6672 N). b. Inductive Kickback: Not more than 53 -V peak voltage. c. Residual Magnetism: Not more than 4 lbf (18 N) to separate door from magnet. E. Bolts: Comply with labeled fire door requirements. F. Panic Exit Devices: Listed and labeled for panic protection, based on testing according to UL 305. G. Fire Exit Devices: Complying with NFPA 80 that are listed and labeled for fire and panic protection, based on testing according to UL 305 and NFPA 252. 1. Dummy Push Bar: Nonfunctioning push bar matching functional push bar. 2. Outside Trim: Lever with cylinder; material, finish, and design to match locksets and latchsets, unless otherwise indicated. 3. Through Bolts: For exit devices and trim on metal doors. H. Cylinders: Tumbler type, constructed from brass or bronze, stainless steel, or nickel silver, and complying with the following: 1. Number of Pins: Manufacturer: Sargent: no substitution. Match grade and style to coordinate with existing keying. 2. High - Security Grade: BHMA Grade 1A, listed and labeled as complying with UL 437 (Suffix A). 3. Permanent Cores: Manufacturer's standard; finish face to match lockset; interchangeable cores. 4. Construction Cores: Provide construction cores that are replaceable by permanent cores. Provide 10 construction master keys. a. Furnish permanent cores to Owner for installation. DOOR HARDWARE 08711- 2 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 Keying System: Factory- registered keying system; master key system. 1. Keys: Provide nickel- silver keys permanently inscribed with a visual key control number and "DO NOT DUPLICATE" notation. In addition to one extra blank key for each lock, provide three change keys and five master. J• Strikes: Manufacturer's standard strike with strike box for each latch or lock bolt, with curved lip extended to protect frame, finished to match door hardware set. Coordinators: Provide coordinators for inactive leaves of pairs of doors, unless automatic or self - latching bolts are used. L. Closers: Comply with the following: 1. Flush Floor Plates: Finish cover plates for floor closers unless thresholds are indicated. Match door hardware finish. 2. Recessed Floor Plates: Provide insert of floor finish material for floor closers, unless thresholds are indicated. Provide extended closer spindle to accommodate thickness of floor finish. 3. Size of Units: Factory sized, adjustable to meet field conditions and requirements for opening force. 4. Power - Assist Closers: As specified in Division 8 Section "Power Door Operators." M. Protective Trim Units: Furnish protection plates sized 1 -1/2 inches (38 mm) less than door width on push side and 1/2 inch (13 mrn) less than door width on pull side, by height specified in Door Hardware Schedule. Fasten with exposed machine or self - tapping screws. N. Floor Stops: For doors, unless wall or other type stops are scheduled or indicated. Do not mount floor stops where they will impede traffic. Where floor or wall stops are not appropriate, provide overhead holders. O. Door Gasketing: Provide continuous weather -strip gasketing on exterior doors and provide smoke, light, or sound gasketing on interior doors where indicated or scheduled. Provide noncorrosive fasteners for exterior applications and elsewhere as indicated. P. Boxed Power Supplies: Modular unit in NEMA ICS 6, Type 4 enclosure; filtered and regulated; and listed and labeled for use with fire alarm systems. Q. Fabrication: As follows: 1. Base Metals: Furnish metals of a quality equal to or greater than that of specified door hardware units and BHMA A156.18 for finishes. Do not furnish manufacturer's standard materials if different from specified standard. 2. Fasteners: Phillips flat -head screws with finished heads to match surface of door hardware, unless otherwise indicated. Provide steel machine or wood screws or steel through bolts for fire -rated applications. 3. Spacers or Sex Bolts: For through bolting of hollow metal doors. 4. Fasteners for Wood Doors: Comply with requirements of DHI WDHS.2, "Recommended Fasteners for Wood Doors." DOOR HARDWARE 08711 - 3 SOUTHCENTER MALL RENOVATION 1.3 Execution Examine doors and frames for compliance with requirements for installation tolerances, labeled fire door assembly construction, wall and floor construction, and other conditions affecting performance. Examine roughing -in for electrical power systems to verify actual locations of wiring connections before electrified door hardware installation. B. Steel Door and Frame Preparation: Comply with DHI A115 series. Drill and tap doors and frames for surface- applied hardware according to SDI 107. C. Wood Door Preparation: Comply with DHI A115 -W series. D. Mounting Heights: Comply with DHI requirements for compliance with access code, unless otherwise indicated. E. Installation: Comply with manufacturer's written instructions. Set units level, plumb, and true to line and location. Adjust and reinforce attachment substrates as necessary for proper installation and operation. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors according to industry standards. 1. Boxed Power Supplies: Locate power supplies as indicated or, if not indicated, above accessible ceilings. Verify location with Architect. 2. Thresholds: Set thresholds for exterior and acoustical doors in full bed of sealant complying with requirements specified in Division 7 Section "Joint Sealants." F. Adjust and check each operating item of door hardware and each door to ensure proper operation or function. Replace units that cannot be adjusted to operate as intended. Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with accessibility requirements. Clean operating items as necessary to restore proper function and finish. G. Door Hardware Schedule: As follows: H. Legend of listed 1. HA 2. SAR 3. RI 4. BBW 5. LCN 6. PE 7. KAW J. manufacturers: Hager Sargent Rixson Builders Brass Works LCN Closer Pemko Kawneer MPI JOB NO. 98294 I. The items listed in the following "Schedule of Finish Hardware" shall conform throughout to the requirements of the foregoing specification. The third column of letters in the Hardware Schedule refers to the manufacturer abbreviation listed above. The Door and Frame Schedule sheet A9.0 indicates which Hardware Group is used with each door. DOOR HARDWARE 08711- 4 MPI JOB NO. 98294 SOUTHCENTER MALL RENOVATION 1.4 Schedule of Finish Hardware HW-1 New Exterior Service Door 3'-0"x7-0" 1½ pr Butts HA AB850 1 Lockset SAR 63-10G37LL-26D 1 Door Closer LCN 4041-EDA 1 Kick Plate BBW 37X 1 Cylinder SAR 13-3266 1 Threshold PE 271A 1 Door Sweep PE 307A 1 Weather Strip Gasket PE S88D 1 Sign "AUTHORIZED PERSONNEL ONLY" HW-2 New Interior Service Door 3'-0"x7'-0" 1½ pr Butts HA AB850 1 Latchset SAR 63-10U15LL-26D (DR# 32 & 42 only) 1 Lockset SAR 63-10G37LL-26D (DR #35 only) 1 Door Closer LCN 4041-EDA 1 Kick Plate BBW 37X 1 Cylinder SAR 13-3266 (DR #35 only) 1 Wall Stop BBW W551X 1 Threshold PE R.75FA (DR# 32 & 42 only) 1 Set Smoke Gasket PE S88D Sign HW-3 Existing Entry Doors See Section 08920 for hardware HW-4 Existing Interior Service Door 3c0"x7-0" Adjust existing hardware 1 Set Smoke Gasket PE S88D 1 Threshold PE R.75FA HW-5 New Entry Doors 1 Cylinder SAR 13-3266 See Section 08920 for balance of hardware HW-6 New Accessible Entry Doors 1 Cylinder SAR 13-3266 See Section 08920 for balance of hardware "AUTHORIZED PERSONNEL ONLY DOOR HARDWARE 08711 - 5 • • c SOUTHCENTER MALL RENOVATION 1. 2 2 2 1 1 :;: " , • ':, • MPI JOB NO. 98294 HW-7 New Restroom Door 3'-0"x7'-0" (on hold open) 1½ pr Butts HA AB850 1 Latchset SAR 63-10U15LL-26D 1 Door Closer LCN 4041-EDA Magnet Holdopen RI FM998 with 110V transformer power supply and 2 ceiling mounted smoke detectors w/ building system interlink 1 Kick Plate BBW 37X 1 Wall Stop BBW W551X 1 Set Smoke Gasket PE S88D HW-8 New Restroom Door 3'-0"x7'-0" 1 pr Butts HA AB800 1 Privacy Lock SAR 63-10U65LL-26D 1 Wall Stop BBW W9 HW-9 New Interior Service Corridor Door PR 3'-0"x7'-0" 3 pr Butts HA AB850 2 Door Closer LCN 4041-EDA 3 pr 2 2 2 2 2 1 2 END OF SECTION 08711 HW-10 New Interior Service Corridor DOOR HARDWARE Pull Plate Push Plate Overhead Stops • Threshold Sign HA 31G-1G 3"x12" Stainless Steel HA 31G 3"x12" Stainless Steel RI 1-26D PE R.75FA "AUTHORIZED PERSONNEL ONLY" Door PR 3'-6"x7'-0" (on hold open) HA AB850 LCN 4041-EDA SAR 12-8600 SAR 605 SAR 606 BBW 2954 x Type N Fasteners PE S88D RI FM998 Butts Door Closer Exit Devices Strike plate Strike plate Door Pulls Set Smoke Gasket Magnet Holdopen with 110V transformer power supply and 2 ceiling mounted smoke detectors with building system interlink HW-11 Existing Interior Restroom Door 3'-0"x7'-0" 1 Pull Plate HA 31G-1G 3"x12" Stainless Steel 1 Push Plate HA 31G 3"x12" Stainless Steel 08711-6 • SOUTHCENTER MALL RENOVATION SECTION 08800 - GLAZING 1.1 General MPI JOB NO. 98294 A. Performance Requirements: Provide glazing systems capable of withstanding normal thermal movement and wind and impact loads without failure, including loss or glass breakage attributable to the following: defective manufacture, fabrication, and installation; failure of sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; or other defects in construction. 1. Glass Design: Glass thicknesses indicated are minimums and are for detailing only. Provide glass lites for various size openings in nominal thicknesses indicated, but not less than thicknesses and in strengths (annealed or heat treated) required to meet or exceed the following criteria: a. Glass Thicknesses: Minimum thickness of 1/4" glass pane thickness in 1" insulating double - glazed assembly. Select glass thickness to comply with ASTM E 1300, according to the following requirements. 1) Specified Design Wind Loads: As indicated. 2. Thermal and Optical Performance Properties: As determined according to procedures indicated below: a. Center -of -Glass U- Values: NFRC 100 methodology using LBL -35298 WINDOW 4.1 computer program, expressed as Btu /sq. ft. x h x deg F (W /sq. m x K). b. Center -of -Glass Solar Heat Gain Coefficient: NFRC 200 methodology using LBL- 35298 WINDOW 4.1 computer program. c. Solar Optical Properties: NFRC 300. B. Submittals: In addition to Product Data for each glass product and glazing material, submit the following: 1. Samples: In the form of 12 -inch- (300 -mm -) square Samples for each type of glass, , and of 12 -inch- (300 -mm -) long Samples for sealants. Install sealant Samples between two strips of material representative in color of the adjoining framing system. 2. Glazing Schedule: Use same designations indicated on Drawings for glazed openings in preparing a schedule listing glass types and thicknesses for each size opening and location. C. Fire -Rated Door Assemblies: Assemblies complying with NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings indicated, based on testing according to NFPA 252. D. Safety Glass: Category II materials complying with testing requirements in 16 CFR 1201 and ANSI Z97.1. E. Glazing Publications: Comply with published recommendations of glass product manufacturers and organizations below, unless more stringent requirements are indicated. Refer to these publications for glazing terms not otherwise defined in this Section or in referenced standards. GLAZING 08800 - SOUTHCENTER MALL RENOVATION 1.2 Products 1. Insulating Glass Certification Council. MPI JOB NO. 98294 1. GANA Publications: GANA'S "Glazing Manual" and "Laminated Glass Design Guide." 2. SIGMA Publications: SIGMA TM -3000, "Vertical Glazing Guidelines," and SIGMA TB- 3001, "Sloped Glazing Guidelines." F. Insulating -Glass Certification Program: Permanently marked either on spacers or on at least one component lite of units with appropriate certification label of the following inspecting and testing agency: Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the products indicated in schedules. B. Products: Subject to compliance with requirements, provide products of the following manufacturers: Viracon, Pilkington -LOF, or PPG. C. Float Glass: ASTM C 1036, Type I, Quality q3; class as indicated in schedules. D. Heat - Treated Float Glass: ASTM C 1048; Type I; Quality q3; class, kind, and condition as indicated in schedules. 1. Fabrication Process: By horizontal (roller - hearth) process with roll-wave distortion parallel to bottom edge of glass as installed, unless otherwise indicated. E. Low - emissivity (Low -E) glass: Viracon VE -85 or equal by Monsanto, Pilkington -LOF, or PPG. Low -E coating to be on #2 surface of insulating glass units. F. Laminated Glass: Comply with ASTM C 1172 for kinds of laminated glass indicated and other requirements specified, including those in the Laminated -Glass Schedule. 1. Interlayer: Interlayer material as indicated below, clear and of thickness indicated with a proven record of no tendency to bubble, discolor, or lose physical and mechanical properties after laminating glass lites and installation. a. Interlayer Material: Polyvinyl butyral sheets, clear. b. Manufacturers: Monsanto, Interpane, Pilkington -LOF, PPG, or Viracon. G. Insulating -Glass Units: Preassembled units consisting of dual - sealed lites of glass separated by a dehydrated interspace, and complying with ASTM E 774 for Class CBA units. Provide units of overall one inch thickness; outer layer of Low -E glass and inner layer of clear float glass. H. Glazing Film at clerestory windows to be covered: Opaque, white, self- adhesive film; 3-M or equal. Miscellaneous Glazing Materials: Provide products of material, size, and shape complying with referenced glazing standard, requirements of manufacturers of glass and other glazing materials for application indicated, and with a proven record of compatibility with surfaces contacted in installation. GLAZING 08800 - 2 SOUTHCENTER MALL RENOVATION END OF SECTION 08800 GLAZING MPI JOB NO. 98294 Fabricate glass and other glazing products in sizes required to glaze openings indicated for Project, with edge and face clearances, edge and surface conditions, and bite complying with written instructions of product manufacturer and referenced glazing standard, to comply with system performance requirements. Execution Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and other glazing materials, unless more stringent requirements are indicated, including those in referenced glazing publications. Protect glass edges from damage during handling and installation. C. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites. Set glass lites in each series with uniform pattern, draw, bow, and similar characteristics. Protect glass from contact with contaminating substances resulting from construction operations, including weld splatter. Remove and replace glass that is broken, chipped, cracked, abraded, or damaged in any way, including natural causes, accidents, and vandalism, during construction period. Provide safety glass as indicated on drawings and as required by code and authorities having jurisdiction over the work. Wash glass on both exposed surfaces in each area of Project not more than four days before date scheduled for inspections that establish date of Substantial Completion. Wash glass as recommended by glass manufacturer. 08800 - 3 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 SECTION 08920 - GLAZED ALUMINUM CURTAIN WALLS 1.1 General A. System Description: Provide glazed aluminum curtain wall system capable of withstanding loads and thermal and structural movement requirements indicated without failure, based on testing manufacturer's standard units in assemblies similar to those indicated for this Project. Failure includes air infiltration and water penetration exceeding specified limits and framing members transferring stresses, including those caused by thermal and structural movement, to glazing units. 1. Glazing is physically and thermally isolated from framing members. 2. System is reglazable from the exterior. B. Wind Loads: Provide glazed aluminum curtain wall system, including anchorage, capable of withstanding wind -load design pressures calculated according to requirements of authorities having jurisdiction or the American Society of Civil Engineers' ASCE 7, "Minimum Design Loads for Buildings and Other Structures," 6.4.2, "Analytical Procedure," whichever are more stringent. 1. Deflection of framing members in a direction normal to wall plane is limited to 1/175 of clear span or 3/4 inches (19 mm), whichever is smaller, unless otherwise indicated. 2. Test Performance: Provide glazed aluminum curtain wall system that does not evidence material failures, structural distress, or permanent deformation of main framing members exceeding 0.2 percent of clear span when tested according to ASTM E 330. a. Test Pressure: 150 percent of inward and outward wind -Ioad design pressures. b. Duration: As required by design wind velocity; fastest 1 mile (1.609 km) of wind for relevant exposure category. C. Seismic Loads: Provide glazed aluminum curtain wall system, including anchorage, capable of withstanding the effects of earthquake motions calculated according to requirements of authorities having jurisdiction or ASCE 7, "Minimum Design Loads for Buildings and Other Structures," Section 9, "Earthquake Loads," whichever are more stringent. D. Dead Loads: Provide glazed aluminum curtain wall system members that do not deflect an amount which will reduce glazing bite below 75 percent of design dimension when carrying full dead load. Provide a minimum 1/8 -inch (3.18 -mm) clearance between members and top of fixed panels, glazing, or other fixed part immediately below. Provide a minimum 1/16 - inch (1.59 -mm) clearance between members and operable windows and doors. E. Live Loads: Provide glazed aluminum curtain wall system, including anchorage, that accommodates supporting structure's deflection from uniformly distributed and concentrated live loads indicated without failure of materials or permanent deformation. F. Air Infiltration: Provide glazed aluminum curtain wall system with permanent resistance to air leakage through system of not more than 0.06 cfm /sq. ft. (0.3 L /s /sq. m) of fixed wall area when tested according to ASTM E 283 at a static- air - pressure difference of 6.24 lbf /sq. ft. (299 Pa). GLAZED ALUMINUM CURTAIN WALLS 08920 -1 c SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 G. Water Penetration: Provide glazed aluminum curtain wall system that does not evidence water leakage when tested according to ASTM E 331 at minimum differential pressure of 20 percent of inward acting wind -load design pressure as defined by ASCE 7, "Minimum Design Loads for Buildings and Other Structures," but not less than 10 lbf /sq. ft. (479 Pa). H. Thermal Movements: Provide glazed aluminum curtain wall system, including anchorage, that accommodates thermal movements of system and supporting elements resulting from the following maximum change (range) in ambient and surface temperatures without buckling, damaging stresses on glazing, failure of joint sealants, damaging loads on fasteners, noise or vibration, and other detrimental effects. J. 1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces. I. Structural Support Movement: Provide glazed aluminum curtain wall system that accommodates structural movements including, but not limited to, sway, twist, column shortening, long -term creep, and deflection. Average Thermal Conductance: Provide glazed aluminum curtain wall system with an average U -value of not more than 0.75 Btu /sq. ft. x h x deg F (3.75 W /sq. m x K) when tested according to AAMA 1503.1. K. Dimensional Tolerances: Provide glazed aluminum curtain wall system, including anchorage, that accommodates dimensional tolerances of building frame and other adjacent construction. L. Submittals: Product Data for each product specified and the following: 1. Shop Drawings showing fabrication and installation of glazed aluminum curtain wall system including plans, elevations, sections, details of components, and attachments to other units of Work. For entrance systems, include hardware schedule and indicate operating hardware types, quantities, and locations. 2. Samples for initial selection showing the full range of colors available for components with factory- applied color finishes. 3. Product test reports from a qualified independent testing agency evidencing compliance of glazed aluminum curtain wall system with requirements based on comprehensive testing of manufacturer's current system. M. Installer Qualifications: Engage an experienced installer to assume engineering responsibility and perform work of this Section who has specialized in installing glazed aluminum curtain wall systems similar to those required for this Project and who is acceptable to manufacturer. 1. Engineering Responsibility: Prepare data for glazed aluminum curtain wall systems, including drawings, based on testing and engineering analysis of manufacturer's standard units in assemblies similar to those indicated for this Project. N. Source Limitations: Obtain each type of glazed aluminum curtain wall system from one source and by a single manufacturer. O. Product Options: Drawings indicate size, profiles, and dimensional requirements of glazed aluminum curtain wall system and are based on the specific system indicated. Other manufacturers' systems with equal performance characteristics may be considered. Refer to Division 1 Section "Substitutions." GLAZED ALUMINUM CURTAIN WALLS 08920 - 2 SOUTHCENTER MALL RENOVATION 1.2 Products 1. Butler Manufacturing Company; Vistawall Architectural Products. 2. International Aluminum Corporation; U.S. Aluminum. B. Materials: As follows: 1. Aluminum: As follows: MPI JOB NO. 98294 P. Welding Standards: Comply with applicable provisions of AWS D1.2, "Structural Welding Code — Aluminum." 1. Engage welders who have satisfactorily passed AWS qualification tests for welding processes involved and who are currently certified for these processes. Manufacturers: Basis of bid is Kawneer Company, Inc. System 1600 -1; contractor may propose equal products by the following manufacturers for review and approval: a. Sheet and Plate: ASTM B 209 (ASTM B 209M). b. Extruded Bars, Rods, Shapes, and Tubes: ASTM B 221 (ASTM B 221M). c. Extruded Structural Pipe and Tubes: ASTM B 429. 2. Steel Reinforcement: ASTM A 36 (ASTM A 36M), ASTM A 611, or ASTM A 570 (ASTM A 570M). 3. Glazing as specified in Division 8 Section "Glazing." 4. Glazing Gaskets: Manufacturer's standard sealed- corner pressure - glazing system. 5. Sealants and joint fillers for joints within glazed aluminum curtain wall system as specified in Division 7 Section "Joint Sealants." 6. Bituminous Paint: SSPC -Paint 12, except containing no asbestos, formulated for 30 -mil (0.762 -mm) thickness per coat. C. Brackets and Reinforcements: Manufacturer's standard high - strength aluminum brackets and reinforcements. Provide nonstaining, nonferrous shims for aligning system components. D. Fasteners and Accessories: Manufacturer's standard corrosion - resistant, nonstaining, nonbleeding fasteners and accessories compatible with adjacent materials. Finish exposed portions to match glazed aluminum curtain wall. 1. At movement joints, use slip -joint linings, spacers, and sleeves of material and type recommended by manufacturer. E. Anchors: 3 -way adjustable anchors that accommodate fabrication and installation tolerances in material and finish compatible with adjoining materials and recommended by manufacturer. F. Concealed Flashing: Manufacturer's standard corrosion - resistant, nonstaining, nonbleeding flashing, compatible with adjacent materials, and of type recommended by manufacturer. G. Fabricate glazed aluminum curtain wall system according to Shop Drawings. Fabricate components that, when assembled, will have accurately fitted joints with ends coped or mitered to produce hairline joints free of burrs and distortion. After fabrication, clearly mark components to identify their locations in Project according to Shop Drawings. GLAZED ALUMINUM CURTAIN WALLS 08920 - 3 C SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 1. Entrances: Fabricate door framing in profiles indicated. Reinforce as required to support imposed loads. Factory assemble door and frame units and factory install hardware to greatest extent possible. Reinforce door and frame units as required for installing hardware indicated. Cut, drill, and tap for factory- installed hardware before finishing components. Provide compression weather stripping at fixed stops. At other locations, provide sliding weather stripping retained in adjustable strip mortised into door edge. H. Forming: Form shapes with sharp profiles, straight, true to detailed radii, and free of defects or deformations, before finishing. I. Prepare components to receive concealed fasteners and anchor and connection devices. J. Fabricate components to drain water passing joints, condensation occurring in glazing channels, condensation occurring within framing members, and moisture migrating within the system to the exterior. K. Glazing Pockets: Provide minimum clearances for thickness and type of glass indicated according to FGMA's "Glazing Manual." L. Metal Protection: Where aluminum will contact dissimilar metals, protect against galvanic action by painting contact surfaces with primer or by applying sealant or tape recommended by manufacturer for this purpose. Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. M. Doors: Provide manufacturer's standard 2 -inch- thick glazed doors with minimum 3/16 -inch- thick, extruded tubular rail and stile members. Mechanically fasten corners with reinforcing brackets that are deep penetration and fillet welded or that incorporate concealed tie -rods. Provide manufacturer's standard snap -on extruded - aluminum glazing stops and preformed gaskets. Kawneer Medium Stile #350 Heavy Wall Doors, with ten inch tall bottom rail, for 1 inch glazing units. N. Hardware: Provide heavy -duty hardware units indicated in sizes, number, and type recommended by manufacturer for entrances indicated. Finish exposed parts to match door finish, unless otherwise indicated. At new entrance doors: 1. Kawneer heavy - duty pivots for center - glazed door leaves 2. Concealed overhead closer at each leaf (except door pairs equipped with power assist operator): Kawneer Husky II 3. Lockset (on active leaf): Adams -Rite MS1850A with cylinder guard and cam for Sargeant cylinder, and Exit Indicator 4. Strike reinforcement (at inactive leaf): Adams Rite 5. 2 -point locking system (at inactive leaf): Kawneer "Controller" or equal by Adams Rite 6. Push - pulls: Kawneer Architect's Classic Hardware tubular metal system with 9 inch center to center 90 degree offset pulls, style C09, and full width horizontal push bars, style CP -II. Clear anodized finish. 7. Threshold: as detailed, clear anodized aluminum 8. Full weatherstripping 9. Finger guards (at power assist operator door leaves only): Collapsible neoprene or PVC gasketing GLAZED ALUMINUM CURTAIN WALLS 08920 - 4 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 1.3 Execution 10. Decal at head of each door pair: This Door to Remain Unlocked During Business Hours. At existing entrance doors: 1. Push- pulls: Kawneer Architect's Classic Hardware tubular metal system with 15 inch center to center 90 degree offset pulls, style CO15, and full width horizontal push bars, style CP -II. Anodized finish to match existing doors. O. Low Energy Power Assist Door Operator: Dor -O -Matic Senior Swing electromechanical operator system with microprocessor controls, conforming with ANSI/BHMA A156.19. No Substitutions. Provide with extruded aluminum transom housing and compatible system overhead concealed manual closer for adjacent inactive leaf of door pair. Operator to function in both Automatic Handicap Mode and Manual "Push -N -Go" Mode. Provide low - voltage recessed jamb- mounted pushbutton switch with dress plate #1211 -900 and recessed wall- mounted pushbutton switch with dress plate #1204 -900. Remainder of hardware as specified for door leaves elsewhere in this Section. P. Finishes: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products." Finish designations prefixed by AA conform to the system established by the Aluminum Association for designating aluminum finishes. Q. Class I, Clear Anodic Finish: AA- M12C22A41, clear coating 0.018 mm or thicker, and complying with AAMA 607.1. A. General: Comply with manufacturer's written instructions for protecting, handling, and installing glazed aluminum curtain wall system. Do not install damaged components. Fit joints to produce hairline joints free of burrs and distortion. Rigidly secure nonmovement joints. Seal joints watertight, unless otherwise indicated. Provide means to drain water to the exterior to produce a permanently weatherproof system. B. Metal Protection: Where aluminum will contact dissimilar metals, protect against galvanic action by painting contact surfaces with primer or by applying sealant or tape recommended by manufacturer for this purpose. Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. C. Install components to drain water passing joints, condensation occurring in glazing channels, condensation occurring within framing members, and moisture migrating within the system to the exterior. D. Install framing members plumb and true in alignment with established lines and grades. E. Install entrances plumb and true in alignment with established lines and grades without warp or rack. Lubricate operating hardware and other moving parts according to hardware manufacturers' written instructions. F. Install column covers plumb and true in alignment with established lines and grades. GLAZED ALUMINUM CURTAIN WALLS 08920 - 5 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 Anchorage: After system components are positioned, fix connections to building structure as indicated on Shop Drawings. Provide separators and isolators to prevent metal corrosion and electrolytic deterioration and to prevent impeding movement of moving joints. Install sealant according to Shop Drawings. Comply with requirements of Division 7 Section "Joint Sealants," unless otherwise indicated. Erection Tolerances: Install glazed aluminum curtain wall system to comply with the following maximum tolerances: Provide Door Operator System manufacturer's standard one year limited warranty on equipment and controls, commencing on date of final acceptance. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensure glazed aluminum curtain wall system is without damage or deterioration at the time of Substantial Completion. END OF SECTION 08920 Plumb: 1/8 inch in 10 feet (3 mm in 3 m); 1/4 inch in 40 feet (6 mm in 12 m). Level: 1/8 inch in 20 feet (3 mm in 6 m);1/4 inch in 40 feet (6 mm in 12 m). Alignment: Where surfaces abut in line, limit offset from true alignment to 1/16 inch (15 mm); where a reveal or protruding element separates aligned surfaces by less than 2 inches (50.8 mm), limit offset to 1/2 inch (12.7 mm). Location: Limit variation from plane or location shown on Shop Drawings to 1/8 inch in 12 feet (3 mm in 3.7 m); 1/2 inch (12.7 mm) over total length. GLAZED ALUMINUM CURTAIN WALLS 08920 - 6 SOUTHCENTER MALL RENOVATION SECTION 09255 - GYPSUM BOARD ASSEMBLIES 1.1 General A. Sound Transmission Characteristics: For gypsum board assemblies with STC ratings, provide materials and construction identical to those of assemblies whose STC ratings were determined according to ASTM E 90 and classified according to ASTM E 413 by a qualified independent testing agency. Fire - Test - Response Characteristics: Where fire- resistance -rated gypsum board assemblies are indicated, provide gypsum board assemblies that are identical to assemblies tested for fire resistance according to ASTM E 119 by an independent testing . and inspecting agency acceptable to authorities having jurisdiction. 1.2 Products Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Steel Framing and Furring: a. Angeles Metal Systems b. Clark Steel Framing, Inc. c. Consolidated Systems, Inc. d. Dale Industries, Inc. e. Dietrich Industries, Inc. f. Knorr Steel Framing Systems g. Marino /Ware (formerly Marino Industries Corp.). h. National Gypsum Co.; Gold Bond Building Products Division. i. Steeler, Inc. j. Unimast, Inc. 2. Gypsum Board and Related Products: a. Domtar Gypsum. b. Georgia - Pacific Corp. c. James Hardie Industries d. National Gypsum Co.; Gold Bond Building Products Division. e. United States Gypsum Co. MPI JOB NO. 98294 B. Steel Framing Components for Suspended and Furred Ceilings: Provide components complying with ASTM C 754 for conditions indicated. 1. Cast -in -Place and Postinstalled Anchors in Concrete: Capable of sustaining a load equal to 5 times that imposed by ceiling construction, as determined by testing according to ASTM E 488. 2. Powder - Actuated Fasteners in Concrete: Corrosion - resistant materials, with clips or other accessory devices for attaching hangers of type indicated, and with capability to sustain a load equal to 10 times that imposed by ceiling construction, as determined by testing according to ASTM E 1190. GYPSUM BOARD ASSEMBLIES 09255 -1 C. SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 3. Wire Ties: ASTM A 641 (ASTM A 641M), Class 1 zinc coating, soft temper, 0.062 inch (1.6 mm) thick. 4. Wire Hangers: ASTM A 641 (ASTM A 641M), Class 1 zinc coating, soft temper, 0.162 - inch (4.1 -mm) diameter. 5. Hanger Rods: Mild steel and zinc coated or protected with rust - inhibitive paint. 6. Flat Hangers: Mild steel and zinc coated or protected with rust - inhibitive paint. 7. Channels: Cold -rolled steel, 0.0598 -inch (1.5 -mm) minimum thickness of base metal and 7/16 -inch- (11.1 -mm -) wide flanges, and as follows: a. Carrying Channels: 2 inches (50.8 mm) deep, 590 lb /1000 feet (88 kg /100 m), unless otherwise indicated. b. Furring Channels: 3/4 inch (19.1 mm) deep, 300 lb/1000 feet (45 kg /100 m), unless otherwise indicated. c. Finish: Rust - inhibitive paint, unless otherwise indicated. d. Finish: ASTM A 653, G 60 (ASTM A 653M, Z 180) hot -dip galvanized coating for framing for exterior soffits and where indicated. Steel Studs for Furring Channels: ASTM C 645, in depth indicated and with 0.0179 -inch (0.45 -mm) minimum base metal thickness, unless otherwise indicated. a. Protective Coating: ASTM A 653, G 40 (ASTM A 653M, Z 90) hot-dip galvanized coating for framing for exterior soffits and ceiling suspension members in areas within 10 feet (3 m) of exterior walls. 9. Steel Rigid Furring Channels: ASTM C 645, hat shaped, 0.0179 -inch (0.45 -mm) minimum base metal thickness, unless otherwise indicated. a. Protective Coating: ASTM A 653, G 40 (ASTM A 653M, Z 90) hot -dip galvanized coating for framing for exterior soffits and ceiling suspension members in areas within 10 feet (3 m) of exterior walls. 10. Steel Resilient Furring Channels: Standard product fabricated from steel sheet complying with ASTM A 653 (ASTM A 653M) or ASTM A 568 (ASTM A 568M) to form 1/2 -inch- (12.7 -mm -) deep channel of the following configuration: a. Single-. or Double -Leg Configuration: Asymmetric- shaped channel with face connected to a single flange by a single - slotted leg (web) or hat - shaped channel, with 1 -1/2 -inch- (38.1 -mm -) wide face connected to flanges by double - slotted or expanded -metal legs (webs). C. Steel Framing for Walls and Partitions: Provide steel framing members complying with the following requirements: 1. Protective Coating: ASTM A 653, G 40 (ASTM A 653M, Z 90) hot -dip galvanized coating for framing members attached to and within 10 feet (3 m) of exterior walls. 2. Steel Studs and Runners: ASTM C 645, in depth indicated and with 0.0179 -inch (0.45 - mm) minimum base metal thickness, unless otherwise indicated. a. Provide 0.0329 -inch (0.84 -mm) minimum base metal thickness for head runner, sill runner, jamb, and cripple studs at door and other openings. b. Provide 0.0329 -inch (0.84 -mm) minimum base metal thickness in locations to receive cementitious backer units. GYPSUM BOARD ASSEMBLIES 09255 - 2 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 3. Steel Rigid Furring Channels: ASTM C 645, hat shaped, in depth indicated and with 0.0179 -inch (0.45 -mm) minimum base metal thickness, unless otherwise indicated. 4. Steel Resilient Furring Channels: Manufacturer's standard product designed to reduce sound transmission, fabricated from steel sheet complying with ASTM A 653 (ASTM A 653M) or ASTM A 568 (ASTM A 568M) to form 1/2 -inch- (12.7 -mm -) deep channel of the following configuration: a. Single- or Double -Leg Configuration: Asymmetric- shaped channel with face connected to a single flange by a single - slotted leg (web) or hat - shaped channel, with 1 -1/2 -inch- (38.1 -mm -) wide face connected to flanges by double - slotted or expanded -metal legs (webs). 5. Z- Furring Members: Manufacturer's standard Z- shaped furring members with slotted or nonslotted web, fabricated from steel sheet complying with ASTM A 653 (ASTM A 653M) or ASTM A 568 (ASTM A 568M); with a minimum base metal (uncoated) thickness of 0.0179 inch (0.45 mm), face flange of 1 -1/4 inch (31.8 mm), wall- attachment flange of 7/8 inch (22.2 mm), and of depth required to fit insulation thickness indicated. D. Fasteners for Metal Framing: Type, material, size, corrosion resistance, holding power, and other properties required to fasten steel framing and furring members securely to substrates involved; complying with the recommendations of gypsum board manufacturers for applications indicated. E. Gypsum Board Products: Types indicated in maximum lengths available that will minimize end - to-end butt joints in each area indicated to receive gypsum board application. 1. Gypsum Wallboard: ASTM C 36, in thickness indicated. a. Type: Regular for vertical surfaces, unless otherwise indicated. b. Type: Type X where required for fire- resistance -rated assemblies. c. Type: Sag - resistant type for ceiling surfaces. d. Edges: Tapered. 2. Gypsum Board Base Layer(s) for Multilayer Applications: ASTM C 36, in thickness indicated. a. Type: Regular for vertical surfaces, unless otherwise indicated. b. Type: Type X where indicated or required for fire- resistance -rated assemblies. c. Type: Sag - resistant type for ceiling surfaces, unless otherwise indicated. 3. Exterior Gypsum Soffit Board: ASTM C 931, with manufacturer's standard edges, in thickness indicated. a. Type: Regular, unless otherwise indicated. b. Type: Type X where required for fire- resistance -rated assemblies and where indicated. 4. Water - Resistant Gypsum Backing Board: ASTM C 630, in thickness indicated. a. Type: Regular, unless otherwise indicated. b. Type: Type X where required for fire- resistance -rated assemblies and where indicated. GYPSUM BOARD ASSEMBLIES 09255 - 3 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 5. Exterior Gypsum Sheathing Board: ASTM C 79 with water- repellent paper and chemically - treated core for additional moisture resistance, of thickness indicated. a. Type: Regular, unless otherwise indicated. b. Type: Type X, where required for fire- resistance -rated assemblies and where indicated. F. Accessories for Interior Installation: Cornerbead, edge trim, and control joints complying with ASTM C 1047, formed metal or plastic, with metal complying with the following requirement: 1. Steel sheet zinc coated by hot -dip or electrolytic process, or steel sheet coated with aluminum, or rolled zinc. G. Accessories for Exterior Installations: Cornerbead, edge trim, and control joints formed from steel sheet zinc coated by hot -dip process or rolled zinc complying with ASTM C 1047. H. Aluminum Accessories: Where indicated, provide manufacturer's standard extruded - aluminum accessories of profile indicated; Fry Reglet or approved equal: 1. Primed Finish: Manufacturer's standard corrosion - resistant primer compatible with joint compound and finish materials specified. 2. Class II, Clear Anodic Finish: AA- C12C22A31. I. Joint Treatment Materials: Provide joint treatment materials complying with ASTM C 475 and the recommendations of both the manufacturers of sheet products and of joint treatment materials for each application indicated. 1. Joint Tape for Gypsum Board: Paper reinforcing tape, unless otherwise indicated. a. Use pressure- sensitive or staple- attached, open - weave, glass -fiber reinforcing tape with compatible joint compound where recommended by manufacturer of gypsum board and joint treatment materials for application indicated. 2. Setting -Type Joint Compounds for Gypsum Board: Factory- packaged, job -mixed, chemical- hardening powder products formulated for uses indicated. a. For prefilling gypsum board joints, use formulation recommended by gypsum board manufacturer. b. For filling joints and treating fasteners of water - resistant gypsum backing board behind base for ceramic tile, use formulation recommended by gypsum board manufacturer. c. For topping compound, use sandable formulation. 3. Drying -Type Joint Compounds for Gypsum Board: Factory- packaged vinyl -based products complying with the following requirements for formulation and intended use. a. Ready -Mixed Formulation: Factory-mixed product. 1) Taping compound formulated for embedding tape and for first coat over fasteners and face flanges of trim accessories. 2) Topping compound formulated for fill (second) and finish (third) coats. 3) All - purpose compound formulated for both taping and topping compounds. GYPSUM BOARD ASSEMBLIES 09255 - 4 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 Acoustical Sealant for Exposed and Concealed Joints: Manufacturer's standard nonsag, paintable, nonstaining latex sealant complying with ASTM C 834 that is effective in reducing airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90. K. Acoustical Sealant for Concealed Joints: Manufacturer's standard nondrying, nonhardening, nonskinning, nonstaining, gunnable, synthetic -rubber sealant recommended for sealing interior concealed joints to reduce transmission of airborne sound. L. Miscellaneous Materials: Provide auxiliary materials for gypsum board construction that comply with referenced standards and recommendations of gypsum board manufacturer. 1. Laminating Adhesive: Special adhesive or joint compound recommended for laminating gypsum panels. 2. Spot Grout: ASTM C 475, setting -type joint compound recommended for spot - grouting hollow metal door frames. 3. Fastening Adhesive for Wood: ASTM C 557. 4. Fastening Adhesive for Metal: Special adhesive recommended for laminating gypsum panels to steel framing. 5. Steel drill screws complying with ASTM C 1002 for the following applications: a. Fastening gypsum board to steel members less than 0.033 inch (0.84 mm) thick. b. Fastening gypsum board to wood members. c. Fastening gypsum board to gypsum board. 6. Steel drill screws complying with ASTM C 954 for fastening gypsum board to steel members from 0.033 to 0.112 inch (0.84 to 2.84 mm) thick. 7. Steel drill screws of size and type recommended by unit manufacturer for fastening cementitious backer units. 8. Gypsum Board Nails: ASTM C 514. 9. Asphalt- Saturated Organic Felt: ASTM D 226, Type I (No. 15 asphalt felt), nonperforated. 10. Foam Gaskets: Closed -cell vinyl foam adhesive - backed strips that allow fastener penetration without foam displacement, 1/8 inch (3.2 mm) thick, in width to suit metal stud size indicated. 11. Sound- Attenuation Blankets: Unfaced mineral -fiber blanket insulation to comply with ASTM C 665 for Type I. 12. Polyethylene Vapor Retarder: ASTM D 4397, thickness and maximum permeance rating as follows: a. 6 mils (0.15 mm), 0.13 perms (7.5 ng /Pa x s x sq. m). 13. Vapor Retarder Tape: Pressure - sensitive tape of type recommended by vapor retarder manufacturer for sealing joints and penetrations in vapor retarder. 1.3 Execution A. Install steel framing to comply with ASTM C 754 and with ASTM C 840 requirements that apply to framing installation. 1. Install supplementary framing, blocking, and bracing at terminations in gypsum board assemblies to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction. GYPSUM BOARD ASSEMBLIES 09255 - 5 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 2. Isolate steel framing from building structure at locations indicated to prevent transfer of loading imposed by structural movement. a. Where building structure abuts ceiling perimeter or penetrates ceiling. b. Where partition framing and wall furring abut structure, except at floor. 3. Do not bridge building control and expansion joints with steel framing or furring members. Independently frame both sides of joints with framing or furring members as indicated. B. Installing Steel Framing for Suspended and Furred Ceilings: As follows: 1. Sway -brace suspended steel framing with hangers used for support. 2. Install suspended steel framing components in sizes and at spacings indicated, but not less than that required by the referenced steel framing installation standard. 3. Grid Suspension System: Attach perimeter wall track or angle where grid suspension system meets vertical surfaces. Mechanically join main beam and cross - furring members to each other and butt -cut to fit into wall track. 4. For exterior soffits, install cross - bracing and additional framing to resist wind uplift according to details on Drawings. C. Installing Steel Framing for Walls and Partitions: Install steel studs and furring at spacings indicated. 1. Where studs are installed directly against exterior walls, install asphalt felt strips or foam gaskets between studs and wall. 2. Extend partition framing full height to structural supports or substrates above suspended ceilings, except where partitions are indicated to terminate at suspended ceilings. Continue framing over frames for doors and openings and frame around ducts.penetrating partitions above ceiling to provide support for gypsum board. 3. Cut studs 1/2 inch (13 mm) short of full height to provide perimeter relief. 4. For STC -rated and fire - resistance -rated partitions that extend to the underside of floor /roof slabs and decks or other continuous solid structural surfaces to obtain ratings, install framing around structural and other members extending below floor /roof slabs and decks, as needed, to support gypsum board closures needed to make partitions continuous from floor to underside of solid structure. 5. Frame door openings to comply with GA -219, and with applicable published recommendations of gypsum board manufacturer, unless otherwise indicated. 6. Frame openings other than door openings to comply with details indicated or, if none indicated, as required for door openings. Install framing below sills of openings to match framing required above door heads. 7. Install polyethylene vapor retarder where indicated to comply with the following requirements: a. Extend vapor retarder to extremities of areas to be protected from vapor transmission. Secure in place with mechanical fasteners or adhesives. Extend vapor retarder to cover miscellaneous voids in insulated substrates, including those filled with loose mineral -fiber insulation. b. Seal vertical joints in vapor retarders over framing by lapping not less than 2 wall studs. Fasten vapor retarders to framing at top, end, and bottom edges, at perimeter of wall openings, and at lap joints; space fasteners 16 inches (400 min) o.c. GYPSUM BOARD ASSEMBLIES 09255 - 6 SOUTHCENTER MALL RENOVATION a. Fasten with screws. MPI JOB NO. 98294 c. Seal joints in vapor retarders caused by pipes, conduits, electrical boxes, and similar items penetrating vapor retarders with vapor retarder tape. d. Repair any tears or punctures in vapor retarder immediately before concealing it with the installation of gypsum board or other construction. D. Gypsum Board Application and Finishing Standards: Install and finish gypsum panels to comply with ASTM C 840 and GA -216. 1. Install sound - attenuation blankets, where indicated, prior to installing gypsum panels unless blankets are readily installed after panels have been installed on one side. 2. Install ceiling board panels across framing to minimize the number of abutting end joints and to avoid abutting end joints in the central area of each ceiling. Stagger abutting end joints of adjacent panels not less than one framing member. 3. Spot grout hollow metal door frames for solid -core wood doors, hollow metal doors, and doors over 32 inches (813 mm) wide. Apply spot grout at each jamb anchor clip and immediately insert gypsum panels into frames. 4. Form control and expansion joints at locations indicated and as detailed, with space between edges of adjoining gypsum panels, as well as supporting framing behind gypsum panels. 5. Isolate perimeter of nonload - bearing gypsum board partitions at structural abutments, except floors, as detailed. Provide 1/4- to 1/2 -inch- (6.4- to 12.7 -mm -) wide spaces at these locations and trim edges with U -bead edge trim where edges of gypsum panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant. 6. Where STC -rated gypsum board assemblies are indicated, seal construction at perimeters, behind control and expansion joints, openings, and penetrations with a continuous bead of acoustical sealant including a bead at both faces of the partitions. Comply with ASTM C 919 and manufacturer's recommendations for location of edge trim and closing off sound - flanking paths around or through gypsum board assemblies. 7. Space fasteners in gypsum panels according to referenced gypsum board application and finishing standard and manufacturer's recommendations. 8. Space fasteners in panels that are tile substrates a maximum of 8 inches (203.2 mm) o.c. 9. Install water - resistant gypsum backing board panels behind ceramic tile, at showers, tubs, and where indicated. Install with 1/4 -inch (6.4 -mm) open space where panels abut other construction or penetrations. 10. Single -Layer Fastening Methods: Apply gypsum panels to supports as follows: 11. Multilayer Fastening Methods: Apply base layers of gypsum panels and face layer to base layers as follows: a. Fasten both base layers and face layers separately to supports with screws. E. Exterior Soffits and Ceilings: Apply exterior gypsum soffit board panels perpendicular to supports, with end joints staggered over supports. Install with 1/4 -inch (6.4 -mm) open space where panels abut other construction or structural penetrations. Fasten with corrosion - resistant screws. F. Installing Trim Accessories: For trim accessories with back flanges, fasten to framing with the same fasteners used to fasten gypsum board. Otherwise, fasten trim accessories according to accessory manufacturer's directions for type, length, and spacing of fasteners. GYPSUM BOARD ASSEMBLIES 09255 - 7 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 1. Install cornerbead at external corners. 2. Install edge trim where edge of gypsum panels would otherwise be exposed. Provide edge trim type with face flange formed to receive joint compound, except where other types are indicated. a. Install LC -bead where gypsum panels are tightly abutted to other construction and back flange can be attached to framing or supporting substrate. b. Install L -bead where edge trim can only be installed after gypsum panels are installed. c. Install U -bead where indicated. d. Install aluminum trim and other accessories where indicated. e. Install control joints according to ASTM C 840 and manufacturer's recommendations and in specific locations approved by Architect for visual effect. G. Finishing Gypsum Board Assemblies: Treat gypsum board joints, interior angles, flanges of cornerbead, edge trim, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. 1. Prefill open joints, rounded or beveled edges, and damaged areas using setting -type joint compound. 2. Apply joint tape over gypsum board joints, except those with trim accessories having flanges not requiring tape. 3. Apply joint tape over gypsum board joints and to flanges of trim accessories as recommended by trim accessory manufacturer. 4. Levels of Gypsum Board Finish: Provide the following levels of gypsum board finish per GA -214. a. Level 1 for ceiling plenum areas, concealed areas, and where indicated, unless a higher level of finish is required for fire- resistance -rated assemblies and sound - rated assemblies. b. Level 2 where panels form substrates for tile and where indicated. c. Level 4 for gypsum board surfaces, in non -public "back -of- house" areas unless otherwise indicated. d. Level 5 for gypsum board surfaces exposed to view in public areas. 5. Where Level 5 gypsum board finish is indicated, embed tape in joint compound and apply first, fill (second), and finish (third) coats of joint compound over joints, angles, fastener heads, and accessories; and apply a thin, uniform skim coat of joint compound over entire surface. Touch up and sand between coats and after last coat as needed to produce a surface free of visual defects, tool marks, and ridges and ready for decoration. 6. For Level 4 gypsum board finish, embed tape in joint compound and apply first, fill (second), and finish (third) coats of joint compound over joints, angles, fastener heads, and accessories. Touch up and sand between coats and after last coat as needed to produce a surface free of visual defects and ready for decoration. 7. Where Level 2 gypsum board finish is indicated, embed tape in joint compound and apply first coat of joint compound. 8. Where Level 1 gypsum board finish is indicated, embed tape in joint compound. 9. Finish exterior gypsum soffit board using setting -type joint compounds to prefill joints and embed tape, and for first, fill (second), and finish (third) coats, with the last coat being a sandable product. Smooth each coat before joint compound hardens to minimize need for sanding. Sand between coats and after finish coat. GYPSUM BOARD ASSEMBLIES 09255 - 8 a Painting exterior gypsum soffit board after finish coat has dried is specified in another Division 9 Section. Finish water - resistant gypsum backing board to comply with ASTM C 840 and gypsum board manufacturer's directions: GYPSUM BOARD ASSEMBLIES 09255 - 9 SOUTHCENTER MALL RENOVATION SECTION 09270 - GLASS - FIBER- REINFORCED GYPSUM FABRICATIONS PART 1- GENERAL 1.1 SUMMARY A. This section specifies Glass fiber Reinforced Gypsum (GFRG) fabrications, including their design, support structures, and related services for erection and installation. B. Work included: 1. Provide all materials, equipment, labor and additional services required for the fabrication and delivery of GFRG shapes and support frames. 2. All materials, equipment, labor and additional services required for the installation and finishing of GFRG units shall be provided by the installer as shown in the contract documents and in conformance with the Manufacturer's installation procedures, which include the following: a. Structural framing, hanger systems and fastening asrequired. b. Joint finishing, fastener concealment and patching. C. Related work specified in other sections: 1. Gypsum board assemblies: Section 09255. 2. Painting: Section 09900. 3. Electrical systems connected to or impacting GFRG units: Section 16000 1.2 SUBMITTALS A. Submit the following according to the Conditions of the Contract and Division 1 Sections: 1. Shop Drawings showing location and extent of each wall covering type. Indicate seams and termination points. Submit complete shop drawings fully detailing fabrication and installation of GFRG fabrications, including unit shapes (elevations and sections) and thickness of GFRG, finishes, joint and connection details, steel support framing system (where used), other items integrated in fabrications, sequence of erection for special conditions and relationships to adjacent materials. 2. Submit samples of each shape to be provided, at full scale, for review and acceptance. Samples of linear pieces may be full length or foreshortened at manufacturer's option, with minimum length of 3' -0 ". Provide samples of each corner piece and end condition. Samples, when approved, may be incorporated into the work. 3. Directions describing joint treatment, patching, adhesives, fasteners and fastener concealment procedures. 4. Backup test data on which GFRG design is based and data on GFRG tests. 1.3 QUALITY ASSURANCE A. Design responsibility: MPI JOB NO. 98294 1. Design individual pieces to conform to the requirements of the Documents. All proposed changes shall be noted and submitted with shop drawings. GLASS- FIBER - REINFORCED GYPSUM FABRICATIONS 09270 -1 9 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 2. Substitutions: a. Proposals shall be based only the specified product. b. Alternate products must be submitted with product data and samples for review by architect. Mock -Ups: 1. Submit one full-scale unit meeting design requirements prior to start of production and after acceptance of shop drawings, samples and related documents. a. Architect shall approve mock -up before production of GFRG is started. b. Retain mock -up on job site as standard of quality for GFRG units. c. Incorporate mock -up into the job in location approved by Architect. d. Provide one complete light fixture shroud assembly. e. Provide one multi-unit run of at least three pieces of double - bullnose fascia assembly incorporating one inner corner and one outer corner unit with a minimum of three joints. Manufacturer's qualifications: Manufacturer with a demonstrated capability to produce GFRG products of quality and scope required for the project and actively involved in GFRG production for at least five years. Manufacturer must have sufficient production capacity to produce, transport and deliver required units without causing delay in the work. Installer Qualifications: Engage an experienced installer who has completed 5 projects similar in material, design, and extent to that indicated for this Project and with a record of successful in- service performance. 1.5 DELIVERY, STORAGE AND HANDLING A. Delivery and handling: 1. All units are to be handled, supported and transported in conformance with manufacturer's instructions. 2. Lift and support units only at points indicated for attachment on shop drawings. 3. Use non - staining shock absorbing material between units and for support during shipment. 4. Protect units from dirt and moisture during handling and shipment. B. Acceptance at site: 1. Installer shall be responsible for inspecting and accepting all units upon delivery. Any discrepancies of quantity or material condition will be brought to the attention of the manufacturer immediately. C. jobsite storage: 1. Store units in an upright position on a firm, smooth and level surface. 2. Installer will protect pieces from dirt, moisture, surface damage and other jobsite hazards. 3. Use non - staining shock absorbing material between units and for support during storage. 4. Place stored units so that identification marks are easily accessible. GLASS - FIBER- REINFORCED GYPSUM FABRICATIONS 09270 - 2 SOUTHCENTER MALL RENOVATION PART 2 - PRODUCTS 2.1 MANUFACTURERS A. DecoForm Corporation, as represented by Continental Architectural Products, attention Len Nowacki Cleveland, Ohio Phone: (440) 230 -1297 B. Olympian Precast, Inc., attention Patrick Purcell 19150 Union Hill Road Redmond, Washington 98053 -0539 Phone: (425) 868 -1922 Fax: (425) 868 -1400 2.2 MATERIALS A. Glass fiber Reinforced Gypsum members to consist of long strand or chopped strand Glass fiber mat, laminated with high strength, high density alpha -based gypsum produced in a manufacturing plant and shipped to a jobsite as pre - molded shapes for field erection. B. Provide nominal Glass fiber content of not less than six percent by weight. C. Units to be dimensionally stable and fabricated to shape, size and thickness indicated on shop drawings. D. Materials embedded or integrated into GFRG units shall have a Class 1 Flame Spread Rating. E. Material characteristics: GFRG members to meet or exceed the following standard: 1. Shell thickness 3/16" nominal 2. Flexural strength 4,400 PSI 3. Tensile strength 1,200 to 1,400 PSI 4. Finished density 115 lbs. per cubic ft. 5. Impact strength (Charpy) 11 ft. lbs. per sq. inch; 7. 6. Burning characteristics 0 flame spread 7. Smoke development 0 8. Impact Strength 8.0 to 8.8 ft.lb. /sq. In. 9. Rockwell Hardness M72 2.3 ACCESSORIES A. Miscellaneous materials to be supplied by installer: MPI JOB NO. 98294 1. Metal internal framing and separate metal support frame sections as required for support of units as indicated on shop drawings. 2. Shims as required to provide proper alignment of units. 3. Flange adhesive to be (Liquidnail or equal) as recommended by the manufacturer for maximum joint strength. 4. Fasteners to be as designated on shop drawings. 5. Hanger wire to be galvanized steel wire, required size to be as designated on shop drawings. 6. Joint primer as recommended by the manufacturer to insure proper adhesion of gypsum - based finish materials. GLASS - FIBER- REINFORCED GYPSUM FABRICATIONS 09270 - 3 SOUTHCENTER MALL RENOVATION C. Curing: 7. Joint taping and topping materials shall be as specified in Gypsum Wall Board section. For maximum joint strength, a fast set type compound (Durabond or equal) is recommended for initial coats along with perforated paper tape. 2.4 FABRICATION Molds: 1. To be constructed from materials of rigidity sufficient to ensure finished products that conform to profiles, dimensions and tolerances indicated on shop drawings. 2. Use mold release agents that are compatible with architectural finish and joint sealants. B. Lamination: 1. Mix gypsum materials as required for desired mix proportion. 2. Spray mist coat of gypsum cement into shape of mold. 3. Alternate layers of glass mat and gypsum into mold, place additional layers onto flanges for added strength. 1. Employ curing methods that will provide sufficient strength before removing units. 2. After demolding, unit shall be handled and stored under appropriate conditions of temperature and moisture to insure part stability. D. Identification: 1. Each unit to be marked on unexposed surface with identification mark that matches corresponding mark on shop drawings and part schedule. E. . Shop Finishing: 1. Finish exposed face of fabrications to match accepted samples. 2. Any hollows, voids, scratches or other surface imperfections to be repaired and surface of unit shall be ready for primer. F. Fabrication Tolerances: 1. Dimensional - length and width plus or minus 1/8" 2. Skin thickness plus 1/8" minus 0" 3. Warpage or bowing 1/360 . MPI JOB NO. 98294 PART 3 - EXECUTION 3.1 EXAMINATION /INSPECTION A. Coordinate with the providers of adjoining work for scheduling of this work. B. Inspect jobsite conditions for clearance and working space provided before commencement of installation. Verify that jobsite dimensions are in agreement with approved shop drawings. GLASS - FIBER - REINFORCED GYPSUM FABRICATIONS 09270 - 4 SOUTHCENTER MALL RENOVATION 3.2 INSTALLATION A. Lifting and setting: Installation requirements: C. Verify that all pieces adhere to shop drawings prior to installation. D. Inspect surfaces to which GFRG units will be attached for suitability of attachment and support of GFRG. Bring discrepancies affecting the installation of GFRG members to the attention of the Contractor and resolve before installation begins. Commencement of work signals acceptance of jobsite conditions as acceptable for installation of this work. 1. Lift GFRG units at points established by manufacturer. 2. Set GFRG units level, plumb and square within allowable tolerances. B. Supports and bracing: 1. Provide temporary supports and bracing as required to maintain position, stability and alignment as units are being permanently connected. 1. Parts will be installed as shown in approved shop drawings. Curved parts forming a segment of a circle to be installed at a constant radius. 2. Joints will be properly aligned and spaced as required to prevent overall dimensional error. Control joints shall be used on runs exceeding 30 feet or as recommended by manufacturer. 3. Construction adhesive shall be used at flanges to resist independent part movement and cracking at joints. 4. Shim as required to ensure proper alignment with adjacent units and other trade's materials. 5. All pieces will be securely anchored with screws, bolts, wires or metal clips as shown in approved shop drawings. Type, size and spacing of anchorage devices to be as required to meet required loads and building codes. 6. Countersink, fill and float drywall screws where shown in installation drawings. 7. Joints between units and at intersection with drywall shall be taped and finished to match surface texture. 8. Joint treatments shall maintain the profile of curved parts and care shall be taken to prevent crowning of taping materials between units. 9. Topping coats shall be sanded smooth. Patch surface defects, clean and prepare surface for scheduled finish. Finish standard shall be per Level 5 description of "Recommended Levels of Gypsum Board Finish" endorsed by AWCI, CISCA, Gypsum Association, and painting and Deocrating Contractors of America. C. Installation tolerances: Maintain erection tolerances for locating PGRG units. For erection tolerances not listed, comply with requirements of PCI -MNL -117. 1. Face width of joint as follows: a. Panel dimension 10 feet or less, plus or minus 3/16 inch. b. Panel dimension 10 feet to 20 feet, plus or minus 1/4 inch. c. Panel dimension over 20 feet, plus 1/4 inch, minus 5/16 inch. MPI JOB NO. 98294 GLASS - FIBER- REINFORCED GYPSUM FABRICATIONS 09270 - 5 c SOUTHCENTER MALL RENOVATION 2. Warpage: Maximum permissible warpage of one corner out of plane with other three is 1/16 inch per foot distance from nearest comer or 1/4 inch total after installation. Bowing: Not over L/360, with a maximum of 1 inch where "L" is panel length in inches in direction of bow. Differential bowing, between adjacent members of same design, not more than 1/4 inch. REPAIR/RESTORATION Repair: 1. Patch or replace defective pieces subject to approval by the Architect Patching will be utilized when structural integrity and appearance of unit are not ' - 3 Protect GFRG units from damage by subsequent work during construction and until accepted by the Contractor. : 3.4 WARRANTY A. General: 1. Warranty that GFRG materials and assemblies and their supports will not warp or sag and shall remain free from cracks, chips and marks caused by defective material or workmanship for the period of one year from the date of acceptance. END OF SECTION 09270 GLASS-FIBER-REINFORCED GYPSUM FABRICATIONS 09270 - 6 SOUTHCENTER MALL RENOVATION SECTION 09511- ACOUSTICAL PANEL CEILINGS 1.1 General 1.2 Products MPI JOB NO. 98294 A. Submittals: In addition to Product Data for each type of acoustical panel and suspension system required, submit the following: 1. 6 -inch- (150 -mm -) square samples of each acoustical panel type, pattern, and color. 2. Set of 12 -inch- (300 -mm -) long samples of exposed suspension system members, including moldings, for each color and system type required. B. Fire - Test - Response Characteristics: Provide acoustical panel ceilings that comply with the following requirements: 1. Fire - response tests were performed by UL, ITS /Warnock Hersey, or another independent testing and inspecting agency that is acceptable to authorities having jurisdiction and that performs testing and follow -up services. 2. Surface - burning characteristics of acoustical panels comply with ASTM E 1264 for Class A materials as determined by testing identical products per ASTM E 84. 3. Fire - resistance -rated assemblies, which are indicated by design designations from UL's "Fire Resistance Directory," from 1TS /Warnock Hersey's "Directory of Listed Products," or from the listings of another testing and inspecting agency, are identical in materials and construction to those tested per ASTM E 119. 4. Products are identified with appropriate markings of applicable testing and inspecting agency. C. Extra Stock: Five unopened cartons of each tile type, size, color with Owner's maintenance crew. A. Acoustical Panels: USG Eclipse Premier, 2' x 2' x 1" thick, SLT "Shadlowline tapered ", color: white (no substitutions). B. Metal Suspension System: Manufacturer's standard direct-hung heavy -duty rated suspension system complying with applicable ASTM C 635 requirements Donn DX26, or Chicago metallic equal. C. Finishes and Colors for Metal Suspension System, General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. Provide manufacturer's standard factory- applied finish for type of system indicated. Color: white. D. Suspension System Attachment Devices: Fabricated from corrosion - resistant materials and sized for five times design load indicated in ASTM C 635, Table 1, Direct Hung, unless otherwise indicated. Provide Unistrut -type members as necessary to "trapeze" span around or between existing structural members and to avoid obstructions. E. Wire Hangers, Braces, and Ties: Zinc- coated, carbon -steel wire complying with ASTM A 641/A 641M, Class 1 zinc coating, soft temper. Size wire diameter so its stress at three times hanger design load (ASTM C 635, Table 1, Direct Hung) will be less than yield stress of wire, but provide not less than 0.106 -inch- (2.69 -mm -) diameter wire. ACOUSTICAL PANEL CEILINGS 09511 -1 SOUTHCENTER MALL RENOVATION 1.3 Execution MPI JOB NO. 98294 F. Sheet -Metal Edge Moldings and Trim: Type and profile indicated or, if not indicated, manufacturer's standard moldings for edges and penetrations that fit acoustical panel edge details and suspension systems indicated; formed from sheet metal of same material and finish as that used for exposed flanges of suspension system runners. G. Compression struts: Grid manufacturer's standard product for span, spacing and loads imposed. General: Install acoustical panel ceilings to comply with publications referenced below per manufacturer's written instructions and CISCA's "Ceiling Systems Handbook." 1. Standard for Ceiling Suspension Systems Requiring Seismic Restraint: Comply with ASTM E 580. 2. U.B.C.'s "Metal Suspension Systems for Acoustical Tile and for Lay -in Panel Ceilings ": U.B.C. Standard 25-2. 3. Provide new ceiling grid and tile systems complete where shown. 4. Existing ceilings where indicated: Replace tiles. Coordinate with contractors for work of other sections for scheduled preparation and painting of existing grids to be used. B. Secure ceiling hangers from suspension system members to building's structural members. Install hangers plumb and free from contact with other objects within ceiling plenum. Connect hangers directly either to structures or to inserts, eye screws, or other devices that are secure; that are appropriate for substrate; and that will not deteriorate or otherwise fail due to age, corrosion, or elevated temperatures. 1. Do not support ceilings directly from permanent metal forms, or floor or roof deck. Do not attach hangers to steel deck tabs. 2. Space hangers not more than 48 inches (1200 mm) o.c. along each member supported directly from hangers, unless otherwise indicated; and provide hangers not more than 8 inches (200 mm) from ends of each member. 3. Provide seismic restraint diagonal wire assemblies with compression struts at maximum 12' -0" OC each way. 4. Provide 2 slack wires for in- ceiling light fixtures and mechanical fixtures and equipment as required by referenced standards. C. Install edge moldings and trim of type indicated at perimeter of acoustical ceiling area and where necessary to conceal edges of acoustical panels. D. Install suspension system runners so they are square and securely interlocked with one another. Remove and replace dented, bent, or kinked members. E. Install acoustical panels with undamaged edges and fitted accurately into suspension system runners and edge moldings. Scribe and cut panels at borders and penetrations to provide a neat, precise fit matching edge profile of tile design. Touch -up paint all cut edges exposed to view. END OF SECTION 09511 ACOUSTICAL PANEL CEILINGS 09511- 2 SOUTHCENTER MALL RENOVATION SECTION 09900 - PAINTING 1.1 General MPI JOB NO. 98294 . This Section .includes surface preparation and field painting of exposed exterior and interior items and surfaces.... 1. Surface preparation, priming, and finish coats specified in this Section are in addition to shop priming and surface treatment specified in other Sections. B. Paint exposed surfaces, except where the paint schedules indicate that a surface or material is not to be painted or is to remain natural. If the paint schedules do not specifically mention an item or a surface, paint the item or surface the same as similar adjacent materials or surfaces whether or not schedules indicate colors. If the schedules do not indicate color or finish, the Architect will select from standard colors and finishes available. C. Do not paint prefinished items, concealed surfaces, finished metal surfaces, operating parts, and labels. 1. Labels: Do not paint over Underwriters Laboratories (UL), Factory Mutual (FM), or other code - required labels or equipment name, identification, performance rating, or nomenclature plates. D. Submittals: For each paint system specified, provide the following: 1. Material List: Provide an inclusive list of required coating materials. Indicate each material and cross - reference specific coating, finish system, and application. Identify each material by manufacturer's catalog number and general classification. 2. Manufacturer's Information: Provide manufacturer's technical information, including label analysis and instructions for handling, storing, and applying each coating material proposed for use. E. Samples for Initial Selection: Manufacturer's color charts showing color match existing or as specified in the finish schedule Sheet A9.0 for each type of finish -coat material indicated. F. Samples for Verification: Of each color and material to be applied, with texture to simulate actual conditions, on representative Samples of the actual substrate. 1. Provide a list of materials and applications for each coat of each sample. Label each sample for Location and application. 2. Submit Samples on the following substrates for the Architect's review of color and texture only: a. Stained or Natural Wood: Provide two 4 -by -8 -inch (100 -by- 200 -mm) samples of natural- or stained -wood finish on actual wood surfaces. G. Source Limitations: Obtain block fillers, primers, and undercoat materials for each coating system from the same manufacturer as the finish coats. H. Deliver materials to the Project Site in manufacturer's original, unopened packages and containers bearing manufacturer's name and label. I. Store materials not in use in tightly covered containers in a well - ventilated area at a minimum ambient temperature of 45 deg F (7 deg C). Maintain containers in clean condition, free of PAINTING 09900 -1 SOUTHCENTER MALL RENOVATION 1.2 Products foreign materials and residue. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. Project Conditions: Do not apply paint in snow, rain, fog, or mist; or when the relative humidity exceeds 85 percent; or at temperatures less than 5 deg F (3 deg C) above the dew point; or to damp or wet surfaces. Special coating - Plomyx Multi -Color Finish: 1. Polomyx modified acrylate copolymer multi -color coating. Finish shall be ready- mixed, with no field mixing or tinting required. Allow substrate primers to cure 72 hrs prior to applying finish. At exterior conditions apply a Urethane over coat with UV inhibitor. B. Stain finish as per scheduled MPI JOB NO. 98294 C. Material Compatibility: Provide block fillers, primers, undercoats, and finish -coat materials that are compatible with one another and the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. D. Material Quality: Provide manufacturer's best - quality paint material of the various coating types specified. Paint- material containers not displaying manufacturer's product identification will not be acceptable. E. Colors: Match colors indicated by reference to manufacturer's color designations. 1.3' Execution A. Examine substrates, areas, and conditions under which painting will be performed for compliance with paint application requirements. Do not begin to apply paint until unsatisfactory conditions have been corrected and surfaces receiving paint are thoroughly dry. B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system for various substrates. C. Preparation: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items already installed that are not to be painted. If removal is impractical or impossible because of the size or weight of the item, provide surface - applied protection before surface preparation and painting. After completing painting operations in each space or area, reinstall items removed using workers skilled in the trades involved. D. Cleaning: Before applying paint or other surface treatments, clean the substrates of substances that could impair the bond of the various coatings. Remove oil and grease before cleaning. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces. E. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written instructions for each particular substrate condition. 1. Cementitious Materials: Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze. If hardeners or sealers have been PAINTING 09900 - 2 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 used to improve curing, use mechanical methods of surface preparation. Use abrasive blast - cleaning methods if recommended by paint manufacturer. a. Determine alkalinity and moisture content of surfaces by performing appropriate tests. If surfaces are sufficiently alkaline to cause the finish paint to blister and burn, correct this condition. Do not paint surfaces where moisture content exceeds that permitted in manufacturer's written instructions. 2. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off. a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac or other recommended knot sealer before applying primer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried. b. Prime, stain, or seal wood to be painted immediately on delivery. Prime edges, ends, faces, undersides, and backsides of wood, including cabinets, counters, cases, and paneling. c. Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of varnish or sealer immediately on delivery. 3. Ferrous Metals: Clean ungalvanized ferrous -metal surfaces that have not been shop coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with the Steel Structures Painting Council's (SSPC) recommendations. a. Touch up bare areas and shop- applied prime coats that have been damaged. Wire- brush, clean with solvents recommended by paint manufacturer, and touch up with the same primer as the shop coat. 4. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum -based solvents so surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods. F. Materials Preparation: Mix and prepare paint materials according to manufacturer's written instructions. 1. Stir material before application to produce a mixture of uniform density. Stir as required during application. Do not stir surface film into material. If necessary, remove surface film and strain material before using. 2. Use only thinners approved by paint manufacturer and only within recommended limits. G. Application: Apply paint according to manufacturer's written instructions. Use applicators and techniques best suited for substrate and type of material being applied. 1. Paint colors, surface treatments, and finishes are indicated in the schedules. 2. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. 3. Provide finish coats that are compatible with primers used. PAINTING 09900 - 3 c SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 4. The term "exposed surfaces" includes areas visible when permanent or built -in items are in place. Extend coatings in these areas, as required, to maintain the system integrity and provide desired protection. 5. Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces. Before the final installation of equipment, paint surfaces behind permanently fixed equipment or furniture with prime coat only. 6. Paint back sides of access panels and removable or hinged covers to match exposed surfaces.. 7. Finish exterior doors on tops, bottoms, and side edges the same as exterior faces. 8. Sand lightly between each succeeding enamel or varnish coat. I-I. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. 1. The number of coats and the film thickness required are the same regardless of application method. Do not apply succeeding coats until the previous coat has cured as recommended by the manufacturer. If sanding is required to produce a smooth, even surface according to manufacturer's written instructions, sand between applications. 2. If undercoats, stains, or other conditions show through final coat of paint, apply additional coats until paint film is of uniform finish, color, and appearance. Give special attention to ensure edges, corners, crevices, welds, and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces. 3. Allow sufficient time between successive coats to permit proper drying. Do not recoat surfaces until paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure, and where application of another coat of paint does not cause the undercoat to lift or lose adhesion. I. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators according to manufacturer's written instructions. J. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended spreading rate. Provide the total dry film thickness of the entire system as recommended by the manufacturer. K. Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure complete coverage with pores filled. L. Prime Coats: Before applying finish coats, apply a prime coat of material, as recommended by the manufacturer, to material that is required to be painted or finished and that has not been prime coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to ensure a finish coat with no burn through or other defects due to insufficient sealing. M. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or repaint work not complying with requirements. N. Field Quality Control: The Owner reserves the right to engage the services of an independent testing agency to sample the paint material being used. Samples of material delivered to the Project will be taken, identified, sealed, and certified in the presence of the Contractor. 1. The testing agency will perform appropriate tests as required by the Owner. PAINTING 09900 - 4 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 2. If tests show material being used does not comply with specified requirements, the Contractor shall remove noncomplying paint from the site, pay for testing, and repaint surfaces previously coated with the rejected paint. If necessary, the Contractor may be required to remove rejected paint from previously painted surfaces if, on repainting with specified paint, the 2 coatings are incompatible. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint materials from the site. 1. After completing painting, clean glass and paint- spattered surfaces. Remove spattered paint by washing and scraping. Be careful not to scratch or damage adjacent finished surfaces. Protect work of other trades, whether being painted or not, against damage by painting. Correct damage by cleaning, repairing or replacing, and repainting, as approved by Architect. Provide "Wet Paint" signs to protect newly painted finishes. Remove temporary protective wrappings provided by others to protect their work after completing painting operations. 1. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. Comply with procedures specified in PDCA P1. R. Paint Schedules: See finish schedule Sheet A9.0. S. Exterior Paint Systems 1. P -1, Stucco a. Acrylic latex finish to match existing: One coat primer, 1 finish coat 1) Preservative Prime - Masonry Primer / sealer base 2) Preservative 62 Series color shield 2500 Exterior - Acrylic 2. Zinc - Coated Metal: a. Semi - gloss, Acrylic - Enamel Finish: 2 finish coats over a galvanized metal primer. 1) Primer: Total dry film thickness of not less than 1.2 mils. Preservative 24 -99 Series Eco- Prime. 2) First and Second Coats: Semigloss, exterior, acrylic -latex enamel, total dry film thickness of not less than 2.6 mils. Preservative 24 Series Eco- Thane.E. 3. P -2, Special coating - Plomyx Multi -Color Finish: Apply coatings in accordance with manufacturers instructions. One Basecoat, three finish coats. a. Basecoat: Apply as many coats as necessary to produce a uniform substrate appearance. Do not exceed manufacturer's recommended coverage rate. Allow to dry prior to application of subsequent coats. b. Sand: sand basecoat with 100 grit or finer sandpaper. Remove dust. c. Multicolor Finish: Apply in two steps PAINTING 09900 - 5 r3 fi SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 Interior Paint Systems 2. P -2, Special coating - Plomyx Multi -Color Finish: Apply coatings in accordance with manufacturers instructions. One Basecoat, two finish coats. 2. 5-1, Transparent Over Wood Doors: F. Metals: 1) First Step: Apply high - pressure spray coat to completely cover basecoat and achieve a continuous uniform film. Comply with manufacturer's cover rate. Second Step: Apply low pressure spray coat adjusted to produce uniform pattern and texture matching approved sample. Slight variations in pattern and color blend are normal for multicolor coatings. Third Step: Apply Urethane over coat with UV inhibitor P -1, Gypsum Board a New Gypsum Board - Match existing finish with Latex based: One primer coat, one finish coat. 1) Primer: Preservative 95 -100 Pre -Cote primer /sealer. 2) Finish: Preservative 69 or 67 series Styro -Cote. Existing Gypsum Board - Match existing finish with Latex based: One finish coat. 1) Finish: Preservative 69 or 67 series Styro -Cote. a. Basecoat: Apply as many coats as necessary to produce a uniform substrate appearance. Do not exceed manufacturer's recommended coverage rate. Allow to dry prior to application of subsequent coats. b. Sand: sand basecoat with 100 grit or finer sandpaper. Remove dust. c. Multicolor Finish: Apply in two steps 1) First Step: Apply high - pressure spray coat to completely cover basecoat and achieve a continuous uniform film. Comply with manufacturer's cover rate. 2) Second Step: Apply low pressure spray coat adjusted to produce uniform pattern and texture matching approved sample. Slight variations in pattern and color blend are normal for multicolor coatings. a. Pre -seal: Sherwood Vinyl Sealer #T67F3, reduced 20 % -50% (depending on stain color) with lacquer thinner. b. Stain coat: Sherwood Wiping Stain, S64 Series. c. Sealer: Sherwood 24% solids Vinyl Sealer #T67F3. d. Finish coat: Sherwood Precatalyzed Lacquer #T99FX212 PAINTING 09900 - 6 1. P-1, Satin Paint Over Primed (Includes H.M. doors, frames, relite.$): Two finish coats Preservative Acrylic 25 series "Envira-Shield" satin finish over factory primer. PAINTING • 09900 - 7 SOUTHCENTER MALL RENOVATION SECTION 10155 - TOILET COMPARTMENTS 1.1 General A. Submittals: Include the following: 1.2 Products MPI JOB NO. 98294 1. Product Data: For each type of toilet compartment and screen specified. 2. Shop Drawings: For fabrication and installation of toilet compartment and screen assemblies. 3. Samples: Manufacturer's color charts consisting of sections of actual units showing the full range of colors, textures, and patterns available for each type of compartment or screen indicated. A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Accurate Partitions Corporation. 2. Global Steel Products Corp. 3. Knickerbocker Partition Corporation. 4. Sanymetal. 5. Metpar. B. Men's Toilet Room: stainless steel, maximum privacy, overhead - rail - braced units with 4 inches maximum clearance to floor. C. Women's Toilet Room: Plastic- laminate faced, overhead -rail- braced units. D. Stainless -Steel Sheet ASTM A 666, Type 302 or 304, that is leveled to stretcher- leveled flatness, in Number 4 finish and standard thicknesses. E. Core Material for Metal -Faced Units: Manufacturer's standard sound - deadening honeycomb of resin - impregnated !craft paper in thickness required to provide finished thickness of 1 inch (25 mm) minimum for doors, panels, and screens and 1 -1/4 inches (32 mm) minimum for pilasters. F. Plastic Laminate: NEMA LD 3, GP -50, 0.050 -inch (1.27 -mm) nominal thickness, in color and pattern as selected by Architect from manufacturer's full range of colors and patterns. G. Core Material for Plastic Laminate: ANSI 208.1, Type M -2 particleboard with 45-1b (20.4 -kg) density in thicknesses required to provide nominal thicknesses of 1 inch (25 mm) minimum for doors, panels, and screens and 1 -1/4 inches (32 mm) minimum for pilasters. H. Pilaster Shoes and Sleeves (Caps): ASTM A 666, Type 302 or 304 stainless steel, not less than 0.0312 inch (0.8 mm) thick and 3 inches (75 mm) high, finished to match hardware. I. Stirrup Brackets: Manufacturer's standard ear or U- brackets for attaching panels and screens to walls and pilasters of chrome - plated, nonferrous, cast zinc alloy (zamac) or clear - anodized aluminum. TOILET COMPARTMENTS 10155 -1 SOUTHCENTER MALL RENOVATION 1• MPI JOB NO. 98294 Hardware and Accessories: Manufacturer's standard design, heavy -duty operating hardware and accessories of chrome- plated, nonferrous, cast zinc alloy (zamac) or clear - anodized aluminum. K. Overhead Bracing: Manufacturer's standard continuous, extruded - aluminum head rail with antigrip profile in manufacturer's standard finish. L. Anchorages and Fasteners: Manufacturer's standard exposed fasteners of stainless steel or chrome - plated steel or brass, finished to match hardware, with theft- resistant -type heads. Provide sex -type bolts for through -bolt applications. For concealed anchors, use hot -dip galvanized or other rust-resistant, protective - coated steel. M. Fabrication: As follows: 1. Except as otherwise detailed, provide standard doors, panels, screens, and pilasters fabricated for compartment system. Provide units with cutouts and drilled holes to receive compartment - mounted hardware, accessories, and grab bars, as indicated. Provide internal reinforcement in metal units for compartment- mounted hardware, accessories, and grab bars, as indicated. 2. Overhead- Braced - and - Floor- Anchored Compartments: Provide manufacturer's standard corrosion - resistant supports, leveling mechanism, fasteners, and anchors at pilasters to suit floor conditions. Make provisions for setting and securing continuous head rail at top of each pilaster. Provide shoes at pilasters to conceal supports and leveling mechanism. 3. Doors: 4' -10" tall doors; unless otherwise indicated, provide 24 -inch- (610 -mm -) wide in- swinging doors for standard toilet compartments and 36 -inch- (914 -mm -) wide out- swinging doors with a minimum 32 -inch- (813 -mm -) wide clear opening for compartments indicated to be handicapped accessible. a. Hinges: Manufacturer's standard self - closing type that can be adjusted to hold door open at any angle up to 90 degrees. b. Latch and Keeper: Manufacturer's standard surface - mounted latch unit with combination rubber -faced door strike and keeper designed for emergency access. Provide units that comply with accessibility requirements of authorities having jurisdiction at compartments indicated to be handicapped accessible. c. Coat Hook: Manufacturer's standard combination hook and rubber -tipped bumper, sized to prevent door from hitting compartment - mounted accessories. d. Door Bumper: Manufacturer's standard rubber -tipped bumpers at out - swinging doors or entrance screen doors. e. Door Pull: Manufacturer's standard unit that complies with accessibility requirements of authorities having jurisdiction at out - swinging doors. Provide units on both sides of doors at compartments indicated to be handicapped accessible. 1.3 Execution A. Prior to toilet room demolition work, field measure existing installation to detern =mine existing layout and locate existing backing, blocking, and points of connection which may be re -used if determined by this contractor to be sufficient support for new units. Coordinate with the work of other Sections for location and type of additional blocking or backing required to be installed in existing or new walls. TOILET COMPARTMENTS 10155 - 2 • SOUTHCENTER MALL RENOVATION C' END OF SECTION 10155 TOILET COMPARTMENTS MPI JOB NO. 98294' Installation: Comply with manufacturer's written installation instructions. Install units rigid, straight, plumb, and level. Provide clearances of not more than 1/2 inch (13 mm) between pilasters and panels and not more than 1 inch (25 mm) between panels and walls. Secure units in position with manufacturer's recommended anchoring devices. Secure panels to walls and panels with not less than 2 stirrup brackets attached near top and bottom of panel. Locate wall brackets so holes for wall anchors occur in masonry or tile joints. Align brackets at pilasters with brackets at walls. Overhead-Braced-and-Floor-Anchored Compartments: Secure pilasters to floor and level, plumb, and tighten. Secure continuous head rail to each pilaster with not less than 2 fasteners. Hang doors and adjust so tops of doors are parallel with overhead brace when doors are in closed position. Wall-Hung Screens: Attach with anchoring devices according to manufacturer's written • instructions and to suit supporting structure. Set units level and plumb and to resist lateral impact. Hardware Adjustment: Adjust and lubricate hardware according to manufacturer's written instructions for proper operation. Set hinges on in-swinging doors to hold open approximately 30 degrees from closed position when unlatched. Set hinges on out-swinging doors and swing doors m entrance screens to return to fully closed position. 10155-3 SOUTHCENTER MALL RENOVATION SECTION 10200 - LOUVERS AND VENTS 1.1 General MPI JOB NO. 98294 A. Structural Performance: Provide louvers capable of withstanding the effects of wind and normal thermal movement without evidencing permanent deformation of blades, frames, and supports; noise or metal fatigue caused by louver blade rattle or flutter; or permanent damage to fasteners and anchors. 1. Wind Load: Uniform pressure (velocity pressure) of 20 lbf /sq. ft. (960 Pa), acting inward or outward. 2. Thermal Movements: Movements resulting from 120 deg F (67 deg C) change (range) in ambient and 180 deg F (100 deg C) change in surface temperatures. Submittals: In addition to Product Data, submit the following: A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Airolite Co. 2. Construction Specialties, Inc. 3. Ruskin Manufacturing; Tomkins Industries, Inc. B. Materials: As follows: 1. Aluminum Extrusions: ASTM B 221 (ASTM B 221M), alloy 6063 -T5 or T -52. 2. Aluminum Sheet: ASTM B 209 (ASTM B 209M), alloy 3003 or 5005 with temper as required for forming. 3. Galvanized Steel Sheet: ASTM A 653/A 653M,0G90 (Z275) zinc coating, mill phosphatized. 4. Stainless -Steel Sheet: ASTM A 666, Type 302 or 304. 5. Fasteners: Of same basic metal and alloy as fastened metal or 300 series stainless steel. Do not use metals that are incompatible with joined materials. 6. Bituminous Paint: Asphalt mastic complying with SSPC -Paint 12 but containing no asbestos fibers, or asphalt emulsion complying with ASTM D 1187. C. Fabrication, General: Fabricate louvers to fit in openings of sizes indicated, with allowances made for fabrication and installation tolerances, adjoining materials' tolerances, and perimeter sealant joints. 1. Join frame members to one another and to fixed louver blades with fillet welds concealed from view. LOUVERS AND VENTS 10200 -1 1. Shop Drawings: For louver units and accessories not completely described in Product Data. 2. Samples of each type of metal finish. 3. Product test reports indicating compliance of products with requirements. C. Field Measurements: Verify louver openings by field measurements before fabrication. A 1.2 Products SOUTHCENTER MALL RENOVATION 1.3 2. Join frame members to one another and to fixed louver blades with fillet welds concealed from view, threaded fasteners, or both, as standard with louver manufacturer. Fixed, Extruded- Aluminum, Horizontal Louvers: Provide louvers with extruded - aluminum frames and blades. 1. Performance Requirements: Either drainable- or nondrainable -blade type with maximum standard airflow not less than 7500 cfm (3540 L /s) with not more than 0.18 - inch wg (45 -Pa) static- pressure loss. 2. Descriptive Requirements: As follows: a. Exterior Blade Profile: Drainable blade; Ruskin ELF8WDD or equal. b. Interior Blade Profile: Chevron shape, "sight - tight/': CSI #4180 • Louver Screens: Provide insect screens on interior faces of exterior louvers. END OF SECTION 10200 MPI JOB NO. 98294 1. Frames and Louver Screening: Same kind and form of metal as indicated for louvers to which screens are attached. Finishes, General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. Finish louvers after assembly. Interior - factory prime coat. Exterior - factory finish Kynar 500 - white. Execution Locate and place louver units level, plumb, and at indicated alignment with adjacent work. Use concealed anchorages where possible. Provide brass or lead washers fitted to screws where required to protect metal surfaces and to make a weathertight connection. Provide perimeter reveals and openings of uniform width for sealants and joint fillers, as indicated. D. Repair damaged finishes so no evidence remains of corrective work. Return items that cannot be refinished in the field to the factory, make required alterations, and refinish entire unit or provide new units. E. Protect galvanized and nonferrous -metal surfaces from corrosion or galvanic action by applying a heavy coating of bituminous paint on surfaces that will be in contact with concrete, masonry, or dissimilar metals. LOUVERS AND VENTS 10200 - 2 SOUTHCENTER MALL RENOVATION SECTION 10801 - TOILET AND BATH ACCESSORIES 1.1 General MPI JOB NO. 98294 Submittals: Manufacturer's Product Data. Include construction details, material descriptions and thicknesses, dimensions, profiles, fastening and mounting methods, specified options, and finishes for each type of accessory specified. B. Product Options: Accessory requirements, including those for materials, finishes, dimensions, capacities, and performance, are established by specific products indicated in the Toilet Accessory Schedule on the Drawings. 1. Do not modify aesthetic effects, as judged solely by Architect, except with Architect's approval. Where modifications are proposed, submit comprehensive explanatory data to Architect for review. 1.2 Products A Manufacturers: Subject to compliance with requirements, provide accessories by one of the following: 1. Toilet and Bath Accessories: a. Bobrick Washroom Equipment, Inc., no substitutions. 2. Warm -Air Dryers: a. Bobrick Washroom Equipment, Inc., no substitutions. 3. Infant -Care Products: a. Avanti Baby Consultants, Inc., no substitutions; 1-800/366-9778. B. Materials: As follows: 1. Stainless Steel: ASTM A 666, Type 304, with No. 4 finish (satin), in 0.0312 -inch (0.8- mm) minimum nominal thickness, unless otherwise indicated. 2. Brass: ASTM B 19, leaded and unleaded flat products; ASTM B 16 (ASTM B 16M), rods, shapes, forgings, and flat products with finished edges; ASTM B 30, castings. 3. Sheet Steel: ASTM A 366/A 366M, cold rolled, commercial quality, 0.0359 -inch (0.9- mm) minimum nominal thickness; surface preparation and metal pretreatment as required for applied finish. 4. Galvanized Steel Sheet: ASTM A 653/A 653M, G60 (Z180). 5. Chromium Plating: ASTM B 456, Service Condition Number SC 2 (moderate service), nickel plus chromium electrodeposited on base metal. 6. Baked - Enamel Finish: Factory- applied, gloss - white, baked - acrylic - enamel coating. 7. Mirror Glass: ASTM C 1036, Type I, Class 1, Quality q2, nominal 6.0 mm thick, with silvering, electroplated copper coating, and protective organic coating complying with FS DD- M-411. 8. Galvanized Steel Mounting Devices: ASTM A153/ A 153M, hot -dip galvanized after fabrication. TOILET AND BATH ACCESSORIES 10801 -1 SOUTHCENTER MALL RENOVATION MPI JOB NO. 98294 Fasteners: Screws, bolts, and other devices of same material as accessory unit, tamper and theft resistant when exposed, and of galvanized steel when concealed. 0. Keys: Provide universal keys for internal access to accessories for servicing and resupplying. Coordinate keying requirements with Owner for compatibility with existing accessory keying. Provide minimum of six keys to Owner's representative Execution Coordinate with other trades regarding coordination of requirements for installation of this work, including layout of support structures, heights, and dimensions. Provide templates or installation requirement drawings as requested. . Install accessories according to manufacturers' written instructions, using fasteners • appropriate to substrate indicated and recommended by unit manufacturer. Install units level, plumb, and firmly anchored in locations and at heights indicated. 1. Secure mirrors to walls in concealed, tamper-resistant manner with. special hangers, toggle bolts, or screws. Set units level, plumb, and square at locations indicated, according to manufacturer's written instructions for substrate indicated. Install grab bars to withstand a downward load of at least 250 lbf (1112 N), when tested according to method in ASTM F 446. Adjust accessories for unencumbered, smooth operation and verify that mechanisms function properly. Replace damaged or defective items. Remove temporary labels and protective coatings. Clean and polish exposed surfaces according to manufacturer's written reconunendations. TOILET AND BATH ACCESSORIES 10801 - 2 SOUTHCENTER MALL RENOVATION MECHANICAL GENERAL PROVISIONS PART 1 GENERAL 1.01 GENERAL REQUIREMENTS 1.02 SECTION 15000 Conform to General Conditions, Supplementary Conditions, the modifications thereto and Division 1 - General Requirements for all work in Divisions 15. SCOPE OF WORK Design Intent 1. Replacement and modification of Sears and Main entrance door heating systems to accommodate architectural revisions. 2. Relocation of exhaust ductwork and roof penetration above JC Penney corridor. 3. Removal and relocation of existing plumbing piping and accessories at renovated main entrance and restrooms. 4. Relocation and replacement of fire sprinkler piping and heads at new skylights. Relocation of water motor alarm at main entrance rearrangement . of sprinkler heads at renovated restrooms. B. Systems Provide labor, materials and appliances and perform operations in connection with satisfactory installation of mechanical work ready to operate in strict accordance with these specifications and drawings. Work of Division 15 includes, but is not limited to, that as delineated in the following specification sections: 15000 General Provisions 15055 Basic Materials and Methods 15300 Fire Protection System 15400 Plumbing Systems 15488 Natural Gas System 15810 HVAC Equipment 15840 Air Distribution Systems 15000 -1 1.04 COORDINATION 1.05 EXISTING SYSTEMS 1.03 CODES AND STANDARDS Conform to following code and agency requirements having jurisdictional authority over mechanical installation. • Uniform Plumbing Code (UPC) with local amendments. • Uniform Mechanical Code (UMC) with local amendments. • Uniform Building Code (UBC) with local amendments. • National Electrical Code (NEC) NFPA 70. • Requirements of OSHA and EPA. • National Fire Protection Association (NFPA) Codes and Standards. • American Gas Association (AGA) Standards. • ASTM, ANSI and NEMA standards, as referenced in subsequent sections. • Local Sewer District Requirements. • Local Water District Requirements. • Local Health Department Requirements. A. Visit site and become familiar with existing conditions affecting work. B. Verify locations of any overhead or buried utilities on or near site. Determine such locations in conjunction with all public and private utility companies and with all authorities having jurisdiction. C. Mechanical drawings are diagrammatic. Verify all measurements, dimensions and connections on the site, and coordinate between trades to preclude interferences. D. When discrepancies occur between plans and specifications, the Architect will determine which takes precedence and the Contractor shall perform the selected requirement at no additional cost. E. Check mechanical and electrical drawings and specifications to assure proper location and electrical characteristics of connections serving mechanical and electrical equipment. F. Advise the Architect of any modifications required to suit equipment furnished. G. Locate all piping to avoid conflict and interference with the ductwork and lighting fixtures that may be installed after the plumbing and piping. In general, give ductwork preference over piping, unless directed otherwise by the Architect. Existing systems and utility lines indicated on drawings are in accordance with information furnished to the Architect and may not be complete. Contractor is responsible for locating, uncovering, disposing of or maintaining existing systems. 15000 -2 1.06 FINAL APPROVAL A. Contingent upon completion of the following: • Execution of Architect's final observation report • Operation and maintenance manuals • Operation instruction period • Permit submittals • Record drawings • Valve list posted • Balancing • Testing and cleaning The Contractor shall submit a completed Project Completion Form at the time final acceptance of the mechanical work is requested. A copy of the form to be used is attached to this section. 1.07 TERMS OF CONTRACT ▪ Submittals: 1. Submit for review six (6) copies of shop drawings, brochures (catalog data), and lists in accord with Division 1. Turn in all Division 15 submittals as a single unit. Only Fire Protection (Section 15300) may be submitted separately. 2. Unless otherwise indicated, material and equipment to be submitted include all items specified in Part 2 (Products) in each section of Division 15 and as listed on equipment schedules on drawings. 3. Clearly indicate on each page the equipment schedule designation, as applicable, and model intended for use. 4. Do no fabrication or manufacture of products until return of submittals. 5. Provide shop drawings for all products, systems, system components, and special supports which are not a standard catalog product and which may be fabricated for the Contractor or by the Contractor. Layout drawings to scale and show dimensions where accuracy of location is necessary for coordination or communication purposes. B. Substitutions: 1. Manufacturers and models of equipment and material indicated herein and on drawings are those upon which mechanical design is based. Other manufacturers with products considered equal in general quality may be listed without specific model designation. 2. For substitution of any other manufacturers' equipment, see Division 1. In selecting substitute equipment, Contractor is responsible for and must guarantee equal performance and fit. 15000 -3 Unless indicated otherwise, "or approved" may be assumed for all products in Division 15. DOCUMENTATION Permits: Submitted, paid for and obtained by Contractor. Submit copies of signed, approved permits to the Architect upon request. • Record Drawings: See Division 1. Show location of equipment and size of piping and ductwork. Locate all valves, cocks, dampers and similar equipment with tag or label identification. Indicate locations and elevations of exterior pipe and utility connections. Maintain continuously updated drawings during progress of project. OPERATING AND MAINTENANCE MANUALS Contents: Furnish, in accord with Division 1, three (3) bound copies of operating and maintenance manuals to include the following: Manufacturers, suppliers, contractor and mechanical subcontractors' names, addresses and phone numbers. • Warranty service contractors' names, address and phone numbers (if different from above). Schedule and description of routine maintenance for each component to include oiling, lubrication and greasing data and belt sizes, types and lengths. • Balancing log and test data. • Manufacturer's cuts and rating tables, including brochures for all submittal items. • Part numbers of all replaceable items. • Written guarantees. • Record drawings corrected and completed. B. Binders: 1. Furnish typewritten or printed index and tabbed dividers between principal categories. 2. Bind each manual in a hard - backed loose -leaf binder. 3. Imprint on cover: • Name of project. • Owner. • Location of project. • Architect. • Contractor. • Year of completion. 4. Imprint on backing: • Name of project. • Year of completion. 15000 -4 Preliminary Copies: Prior to scheduled completion of the project, submit two copies for review by the Architect. . Final Copies: After approval of the preliminary copies, submit three (3) finished copies to the Owner. 1.10 OPERATING AND MAINTENANCE INSTRUCTIONS 1. Submittals: General: In addition to requirements of Division 1, following initial operation of mechanical systems and prior to acceptance by the Architect, perform the following services. 1. At least two weeks prior to each instruction period, give written notification of readiness to proceed to the Architect and Owner, and obtain mutually acceptable dates. ▪ Conduct demonstrations and instructions for the Owner's representatives, pointing out requirements for servicing and maintaining equipment and systems. If requested by the Architect, furnish qualifications of Contractor's personnel in charge of the instruction; foreman position is minimum acceptable. Include preliminary discussion, information from maintenance manual and contract drawings; conduct tours of the new construction, explaining maintenance, operation and adjustment of each piece of equipment. ▪ Minimum duration of instruction periods: 1. Plumbing 2. Fire Protection Systems 3. Air Handling Systems 1.11 ELECTRICAL A. Motors: 2 hours 2 hours 2 hours 1. Temperature Rating: Rated for 40 degree C environment with maximum 50 degree C temperature rise for continuous duty at full load. 2. Starting Capability: Not less than 12 starts per hour. 3. Phase Characteristics: Squirrel -cage induction poly -phase motors for 3/4 HP and larger, and capacitor -start single -phase motors for 1/2 HP and smaller. At equipment manufacturer's option, 1/6 HP and smaller may be split -phase type. 15000 -5 4. Service Factor: 1.15 for polyphase motors and 1.35 for single -phase motors. 5. Enclosure Type: Open drip -proof motors for indoor use where satisfactorily housed or remotely located during operation, and guarded drip -proof motors where exposed to contact by employees or building occupants. Weather - protected Type I for outdoor use, Type II, where not housed. 6. Overload Protection: Built -in thermal overload protection. 7. Name Plate: Indicate full identification of manufacturer, ratings, characteristics, construction, special features and similar information. Motor Starters: By mechanical equipment manufacturer where factory mounted controls are provided. All other starters provided by Contractor in accord with Division 16. Power Wiring: In accord with Division 16. 1.12 CUTTING, FITTING, REPAIRING AND PATCHING A. Arrange and pay for all cutting, fitting, repairing, patching and finishing of work by other trades where necessary for installation of mechanical work. Perform work only with craftsmen skilled in their respective trades. B. Avoid cutting, where possible, by setting sleeves, frames, etc., and by coordinating for openings in advance. Assist other trades in securing correct location and placement of rough - frames, sleeves, openings, etc. for ducts and piping. C. Cut all holes neatly and as small as possible to admit work. Perform cutting in manner so as not to weaken walls, partitions or floors. Drill holes required to be cut in floors without breaking out around holes. 1.13 TESTING AND INSPECTION A. Provide functional test of Heating Systems, and all mechanical components. Written verification of test to be signed by Owner's Representative. B. Testing and balancing of mechanical systems shall be performed as described in following sections and as required by the various codes and ordinances. C. Do not allow any work to be covered up or enclosed until inspected, tested and approved by the Architect and all authorities having jurisdiction over the work. D. Should any work be enclosed or covered up before such inspection and test, Contractor shall at his own expense uncover work, and after it has been inspected, tested and approved, make all repairs as necessary to restore all work distributed by him to its original condition. 15000 -6 CONTRACTOR'S GUARANTEE All work, material and equipment shall be free of defect, complete and in perfect operating order at time of delivery to Owner. Without cost to Owner, correct all defects and failures discovered within one year from date of final acceptance, except when in the opinion of the Architect such condition is due to neglect or carelessness of the Owner. • The guarantee of the Contractor is independent of shorter time limits by any manufacturer of equipment he has furnished. Submit with Operation and Maintenance Manual all guarantees which exceed one year. D. Make all necessary adjustments during first year of operation. E. The presence of any inspector or observer during any construction does not relieve the Contractor from responsibility for defects discovered after completion of the work. SALVAGE Remove excess piping and sheet metal work and plug or cap any unused branch cormections. Remove scrap pipe and sheet metal and all other excess materials from the site. PROJECT CLOSE-OUT At end of project, Contractor shall verify that the following have been accomplished: • -Test and Balance Reports submitted. • -Operation and Maintenance Manuals submitted. • -Record Drawings submitted. -Operating Instructions completed. END OF SECTION 15000-7 c. SOUTHCENTER MALL RENOVATION SECTION 15055 BASIC MATERIALS AND METHODS PART 1 GENERAL 1.01 GENERAL REQUIREMENTS 1.02 Conform to General and Supplementary Conditions, the modifications thereto, and Division 1 - General Requirements. SCOPE This section includes products, assemblies and methods applicable to more than one of the systems specified in the following sections of Division 15. 1.03 • MATERIALS AND EQUIPMENT A. Use products of a single manufacturer, where two or more units of same class of equipment are required. Use new equipment and materials. B. Protect materials stored on site against weather, corrosion and dirt. C. Provide major components of equipment with manufacturer's name, address, catalog number and capacity indicated on a nameplate, securely affixed in a conspicuous place. PART 2 PRODUCTS 2.01 PIPE AND FITTINGS A. Cast Iron Soil Pipe and Fittings: Bell and Spigot: ASTM A -74 No -Hub: CISPI 301 B. Steel Pipe, Black and Galvanized: ASTM A -120 Fittings: Malleable iron screwed: ANSI B16.3 Cast iron screwed: ANSI B16.4 C. Copper Tubing: ASTM B -88 Fittings: Wrought copper, ANSI B16.22 15055 -1 A. .. Copper DWV: ASTM B306 Fittings: Cast brass, B16.23 VALVES AND SPECIALTIES Operating Valves: Nibco, Crane, Stockham, Hammond or Milwaukee equal to Nibco model numbers listed: Gate: T -111 Globe: T -211 Check: T-413 Ball: T -580 -Y 2.03 PIPING SPECIALTIES Unions: Ground joint, malleable type. Grinnell, Crane, Walworth, Syspac. Access Panels: Same type and construction as those specified in Section 08300 or Milcor, Type "K" with screwdriver operated lock. Stainless steel access panels in tile walls. C. Insulating Union: Epco, Capitol. D. Escutcheon: Grinnell Fig. 2 or 13, nickel plated. 2.04 MECHANICAL SUPPORTING DEVICES A. Pipe Hangers: Components and assemblies in accord with MSS SP -58 and ANSI 831.1. B. Duct Hangers: In accord with SMACNA Low Pressure Duct Construction Standards. C. Vibration Isolation: Provide equipment by a single manufacturer and installed in accordance with manufacturer's recommendations. Vibration isolators shall be coordinated with equipment supplied. Amber Booth Co., Mason Industries. 2.05 IDENTIFICATION A. Equipment Nameplates: Black bakelite with white layer, 1/2" lettering with equipment schedule designation (e.g.: "EF -1, Exhaust Fan"). 15055 -2 Valve Tags: 1 -1/2" diameter brass, aluminum, or 3/32" plastic stamped to indicate service and valve number, 1/2" lettering, chain hanger. Valve list to be posted under glass or plastic in appropriate mechanical room and to be included in maintenance manual. C. Pipe Marking: Semi -rigid plastic coil markers with written legend, color -coded background, and flow arrow all in accord with ANSI A13.1 Letters to reflect drawings legend designations. 2.06 PAINT A. Factory Finished Equipment: See individual equipment specification. B. Ductwork: Paint interior of ductwork visible through grilles and diffusers with flat black paint. Prepare and paint surfaces in accord with Section 09900. 2.07 PIPE INSULATION A. Preformed Glass Fiber: 41b. density, 0.24K at 75° F mean temp., laminate jacket. Manville Micro-Lock, APT or equal. B. Foamed Plastic: 0.27K at 75° F mean temp., continuously sealed joints. Armstrong Armaflex or equal. 2.08 DUCT INSULATION A. Flexible Glass Fiber Blanket (FGF): 2" thickness, 1 -1/2# density, minimum R -7 installed, foil jacket. Manville Microlite or approved. B. Insulation for Ducts exposed to Weather (i.e. exposed on roof): 2" thickness, 1 -1/2# density, duct liner with vapor barrier; minimum R -7 installed. CSG Ultraliner, Owens - Corning Fiberglas, Aeroflex. C. Relocation of existing duct: Match existing insulation. PART 3 EXECUTION 3.01 PIPE AND PIPE FITTINGS A. Underground Ferrous Piping & Fittings (Except cast iron soil piping): Machine wrap with polyvinyl chloride (PVC) pressure sensitive tape 0.020" thick (Scotchwrap) to include risers at buildings to a minimum of 6" above grade. B. Pipes: Remove burrs by reaming. Use pipe cement on male threads only. C. Openings in Pipes: Keep closed during progress of work. 15055 -3 . Concealed Piping: Install so as not to interfere with light fixtures or other trade components. E. Close Nipples: Not permitted on any part of work. Use standard short nipples for short pipe connections. Use of bushings not permitted. F. Copper Tubing: Continuous. Copper tubing inserts in runs of steel pipe not permitted. Solder joints in copper piping. Do not lay copper tubing on rocks or gravel. . Pipes of Dissimilar Metals: Make connections with insulating (Dielectric) unions. H. Cutting Copper Pipe: Use a cutter. Smooth sharp edges with emery cloth. I. Saddles on Pipe: Not permitted. 3.02 VALVES AND SPECIALTIES A. Unions: Install at final connections to equipment and on control side of all valves in mains, branches and risers. B. Access Panels: Provide to service valves, dampers, motors, air vents or other concealed equipment. C. Escutcheons: Install at all places where exposed uncovered piping passes through walls, floors or ceilings. D. Galvanized Iron Sleeves: Not less than 20 gauge, cast in concrete installed wherever piping passes through concrete floors or walls. Sleeves for insulated pipe shall be of sufficient size to allow the covering to pass through sleeve. Use steel pipe extended 1" above finished floor for sleeves in floors of rooms exposed to water. For penetration of floors and walls from buried pipe, caulk annular space between pipe and sleeve with first quality oakum and fill with pitch. 3.03 MECHANICAL SUPPORTING DEVICES A. General: Mechanical equipment and materials are not to be suspended or supported from pipe, electrical conduit, ceiling systems or any non- structural member. B. Pipe Hangers and Supports: Item selections, hanger spacings, rod diameters, and protection shields in accord with MSS SP -69, except as otherwise indicated. Pipes shall not be hung or supported from each other. C. Multiple Pipe Supports: Where a number of pipes are hung with a common support e.g.: trapeze hanger), submit design criteria/calculation. 15055 -4 c. 3.05 INSULATION Structural Attachments: Beam clamps where possible. Vertical Adjusting Device: Provide on all rigid hangers. F. Protection Shield/Protection Saddle: Use on insulated pipe. G. Risers: Provide support at tee or elbow at base of risers. Provide pipe clamp support at each floor. H. Duct Hangers: Install in accord with SMACNA Low Pressure Duct Construction Standards. Penetrations by Duct: Support duct at wall or floor and fill around duct with fiberglass. IDENTIFICATION Equipment Nameplates: Affix prominently on equipment except in finished areas (e.g.: units in offices) where nameplates shall be inside access panel. B. Pipe Marking: Every 30 feet, at wall or partitions, and at pipe junctions. Lettering oriented to be read from below horizontal centerline. A. Application: The following reflect minimum requirements. Designer shall specify insulation to comply with local energy codes. 1. Pipe Insulation PIPE SIZE Insul Fluid Type Runouts 1" 1 '4"-2" 2 1 /2"-6" Domestic PGF/FP 1/2" 1/2" 1/2" CW Domestic PGF 1" 1" 1" 1" HW, HWC, Rain Leaders and PGF/FP 1 /2 " 1/2" 'A" 1/2" drain Bowls 15055-5 D uct Insulation uct Location Building Exterior Unconditioned Space (e.g.: attics, clg. spaces rtn. plenums Installation Apply covering when building is thoroughly dry to prevent shrinkage. END OF SECTION Apply insulating cement to all fittings and valves equal to adjacent thickness and finish with preformed PVC fitting jackets. Insulate all risers, branches and connections to equipment. Insulate pipe at hangers and provide protection saddles or shields. Do not insulate direct burial rainleader or cold water. Do not insulate over equipment data labels. Secure duct wrap with mechanical fasteners spaced 12" on center, minimum. For horizontal ducts 24" or more in width, duct wrap . shall also be secured with mechanical fasteners spaced. 18" on center, on centerline of bottom of duct. Insulation is not required on sound lined ductwork with sufficient insulation value. Insulate all rainleader drain bowls, down to first horizontal and all horizontal runs of pipe. 15055 -6 SOUTHCENTER MALL RENOVATION SECTION 15300 FIRE PROTECTION SYSTEMS PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. Conform to the General Conditions, Supplementary Conditions and the modifications thereto, and Division 1 - General Requirements. 1.02 SCOPE . The fire sprinkler system modifications are to be design - build, but in conformance with conceptual information shown on the drawings. B. This section requires design and installation of modifications to existing sprinkler systems for building fire protection. 1.03 QUALIFICATIONS A. Fire protection Contractor shall be licensed and regularly engaged in the design and installation of automatic sprinkler equipment as listed by UL or other nationally recognized testing laboratories. B. Contractor shall have been engaged in work of this section for a period of at least two years and have installed at least five such systems of comparable size. PART 2 DESIGN Conform to requirements and recommendations of NFPA 13. 2.01 SHOP DRAWINGS Develop in accordance with NFPA No. 13, and the local Fire Marshal. Include detail plans of sprinkler systems including sections. Drawings shall show sprinkler heads, piping, piping supports, earthquake protections, etc. as may be required to formally meet all requirements of NFPA and approving authorities. 2.02 SPRINKLER HEAD LAYOUT Conform to symmetrical spacing and integrate into locations of lights and other ceiling devices. Center heads on ceiling tiles (+1") and align in straight rows. 15300 -1 2.03 SUBMITTALS Submit shop drawings to Architect, Local Fire Marshal, and all other approving authorities. Drawings shall be approved by all agencies prior to fabrication or installation. PART 3 PRODUCTS 3.01 PIPE AND FITTINGS Schedule 40 black steel or thinwall pipe with cast iron or malleable iron screwed fittings or grooved end fittings. 3.02 SPRINKLER HEADS D. Pendent: 1/2" male thread, polished chrome finish and ordinary temperature rating (155 °F). Grinnell Universal Model A or approved. Upright: Standard type with 1/2" male thread, standard brass finish and ordinary temperature rating (155 °F). Grinnell Universal Model A or approved. Semi- recessed Pendent: lfi" male thread, ceiling escutcheon, white finish and ordinary temperature rating (155 °F). Grinnell Model F700 or approved Model E -1. Head: Grinnell Universal Model A or approved Residential Pendent and Semi - Recessed: 'f "male thread, ceiling Escutcheon, white finish, bulb type and ordinary temperature rating (155 °F). Grinnell F973 or approved. 3.03 WATER MOTOR ALARM Relocate as shown on plans, run new 3/4" water and 1" drain connection. PART 4 INSTALLATION 4.01 Coordinate installation with all other trades to insure room for all and minimize competition for space. 4.02 Typical sprinkler installation is sprinkler main and branch lines in furred ceilings, soffits, or joist spaces; and branch piping in joist space or other concealed space to sprinkler heads. Refer to Mechanical, Architectural, and Structural drawings. 4.03 Exposed sprinkler piping is permitted below skylights along skylight mullions. All exposed piping shall be painted to match adjacent serfaces. 15300 -2 Ins tallation shall be in accordance with NFPA #13. semi -recessed sprinkler heads where piping is concealed, i i behind dry wall or acoustical tile ceilings. Coordination of work shall preclude interferences with other pipin lighting or other equipment in ceiling areas. T ests shall be in accordance with NFPA #13. 15300 -3 c SOUTHCENTER MALL RENOVATION PLUMBING SYSTEMS PART 1 GENERAL 1.01 GENERAL REQUIREMENTS Conform to General Conditions, Supplementary Conditions, the Modifications thereto, and Division 1 - General Requirements. 1.02 SCOPE This section includes plumbing piping, fixtures, equipment and accessories. PART 2 PRODUCTS 2.01 WATER PIPE AND FITTINGS Match existing. 2.02 WASTE AND VENT PIPE - UNDERGROUND Match existing 2.03 WASTE AND VENT PIPE - ABOVE GROUND Match existing 2.04 FLASHING AND COUNTERFLASHING 31b. lead soldered joints and seams, 24x24 base pad and counterflashed into pipe. 2.05 PLUMBING FIXTURES AND TRIM As scheduled on drawings and as manufactured by Kohler, American Standard, Just, Elkay, Chicago or approved. 2.06 FIXTURE SUPPLIES 2.07 TRAPS SECTION 15400 Install for all required fixtures, equal to Speedway Flexible Supplies SR1715A or similar loose key stop type as applicable to specific fixtures. Use existing stops where possible. Adjustable type with cleanout plug as applicable to specific fixture. 15400 -1 c PART 3 EXECUTION 3.01 WATER SYSTEMS A. Provide connections to water mains in accord with Water District procedures. Regardless of whether connections are made by Contractor of Water Department, Contractor shall bear all costs of such connections. B. Grade: Grade piping to drain at low points. Provide hose bibb if low point is not at plumbing fixture. C. Exterior Walls: Install water piping on interior side of building insulation. D. Cleaning: Clean pipe prior to testing by thoroughly flushing with water until all dirt and foreign materials have been removed. Maintain flushing operations for not less than one hour and until piping is clean. Not less than 80 psi flushing pressure. E. Sterilization: Sterilize pipe with chlorine before acceptance. Apply amount of chlorine such as to provide a dosage of not less than 50 parts per million. After a contact period of not less than 8 hours, flush system with clean water until residual chlorine content is not greater that 0.2 parts per million. Open all valves in lines being sterilized and close several times during contact period. F. Testing: Test pipe for a period of not less than 4 hours at 50 psig above building operating pressure, 110 psig minimum. 3.02 WASTE AND VENT SYSTEMS A. Grade: Grade at 1/4" per foot where possible, but in no case less than 1/8" per foot. B. Vents: Flash and counterflash. Install vents passing through roof with roof flashing and counterflashing assemblies. C. Testing: Subject all work to hydrostatic test of 10 feet head of water. Notify Architect at least 2 normal working days prior to testing. D. Approvals: Obtain written approval of local plumbing authority prior to covering or concealing any work. 3.03 PLUMBING FIXTURES A. Exposed Piping at Fixtures: Chromium plated. B. Counter -Top Lavatory: Verify with cabinet supplier prior to ordering. 15400 -2 F ixtures and Equipment Furnish all traps, valves, tailpieces and other Wm not furnished with equipment Fixtures: Locate in accordance with details on architectural . drawings and/or Architect's direction in field. Fixtures and Equipment: Align fixtures and equipment in accord with architectural drawings. Fit fixtures on finished walls without noticeable warpage on either the wall or fixture and grout with G.E. silicone or similar approved : material. Water Connections: Install individual loose key stops on all fixtures. If water connections are concealed, install valves in lieu of stops 15400 -3 SECTION 15488 • SOUTHCENTER MALL RENOVATION NATURAL GAS SYSTEM PART 1 GENERAL 1.01 GENERAL REQUIREMENTS • •• A. Conform to General Conditions, Supplementary Conditions, the modifications thereto and Division 1 - General Requirements. Comply with requirements and recommendations of NFPA 54. SCOPE OF WORK This section includes piping, associated equipment and materials, and coordination with local gas company, all as necessary for natural gas service. PART 2 PRODUCTS 2.01 PIPE AND FITTINGS Schedule 40 black steel with malleable iron screwed fittings. 2.02 SHUT-OFF VALVES Ball valve equal to Nibco T-580-Y. PART 3 EXECUTION • 3.01 GAS METERS AND DISTRIBUTION Refer to plans and coordinate with Gas Company. Pay all charges necessary for complete installation. 3.02 PIPE AND FITTINGS A. Grade horizontal pipe not less than 1/4" in 15 feet. B. Provide 6" long drip leg at bottom of vertical pipe. C. Take from top or side of horizontal pipe. 15488-1 TESTS • pstieifb Subject pipe piiii pe accord airrd with pressure o f 0A 654.psig for 30 minutes with no perceptible d in press E ND OF SECTION , . SURE REDUCING VALVES 15488-2 High capacity units designed and rated for natural gas second stage service in accord with ANSI/UL Standard 144. Units shall. have spring loaded regulations and internal relief Valves. Fisher series S102; S202; *- S302 or approved. SOUTHCENTER MALL RENOVATION HVAC EQUIPMENT PART 1 GENERAL SCOPE SECTION 15810 1.01 GENERAL REQUIREMENTS Conform to General Conditions, Supplementary Conditions, the modifications thereto and Division 1 - General Requirements. This section includes heating, ventilation and air conditioning equipment. PART 2 PRODUCTS 2.01 GAS -FIRED UNIT HEATERS A. General: Self- contained, gas -fired unit consisting of fan, burner and safety and operating controls. Reznor, Trane, Hastings or approved. • Casing: Heavy gauge steel with phosphatized undercoating and baked enamel finish; horizontal discharge louvers. C. Fan: Centrifugal -type with fan -motor assembly isolated from unit casing. D. Burner: Aluminized steel burners and heat exchangers. E. Accessories: • Full perimeter roof curb. • 100% bottom return air opening. • Outside air sensor. • One stage control. PART 3 EXECUTION 3.01 ACCESS Install equipment with associated ductwork and piping to permit access to doors and panels as required for periodic maintenance (e.g., filter servicing). 15810 -1 3. • END OF SECTION 305 FILTERS Provide three complete sets of filters: One for use during construction, ne initial operating set and one replacement set to be turned over to owner at time of occupancy. LOCATION AND SIZING Equipment scheduled on drawings are selected and configured to fit in mechanical spaces available, Insure that substitute equipment will fit without change in function or quality and without additional cost. STATIC PRESSURES Scheduled static pressures reflect calculations based on manufacturer's recommend procedures using listed accessories and designed distribution system. Insure that substitute equipment will provide similar operating characteristics to include fan RPM and motor size to BHP ratio. INSTALLATION Install equipment in accord with manufacturer's recommendations. •Bring conflicts between such recommendations and drawings to immediate attention of Architect. 15810-2 SOUTHCENTER MALL RENOVATION AIR DISTRIBUTION SYSTEMS PART 1 GENERAL 1.01 GENERAL REQUIREMENTS 1.02 SCOPE Conform to General Conditions, Supplementary Conditions, the modifications thereto and Division 1 - General Requirements. SECTION 15840 This section includes all supply, return and exhaust duct, plenums, accessory equipment and terminal units. PART 2 PRODUCTS 2.01 METAL DUCTWORK A. Standards: Comply with most stringent requirements and recommendations of Uniform Mechanical Code or SMACNA (Sheet Metal and Air Conditioning Contractors National Association) Duct Construction Standards for fabrication, construction and sealant of duct, fittings, and accessories. B. Material: Galvanized sheet steel, ASTM A527. C. Construction: Casings, ductwork, and fittings configuration as indicated on drawings. Indicated dimensions are net inside. Allow for thickness of duct lining where indicated. All round ductwork to be spiral construction. 2.02 FLEXIBLE DUCT Insulated assembly with polyester film inner liner, steel helix, 1" insulation and vapor barrier jacket, UL approved. Thermoflex G -KM or approved. 2.03 ACOUSTICAL TREATMENT (DUCT LINING) Fiberglass 1" thickness and 1 1/2 lbs. density with vinyl coating in accord with requirements of NFPA Standard 90 -A and suitable for operating velocities to 4000 FPM. CSG Ultraliner, Manville, Fiberglas, Aeroflex. 2.04 FLEXIBLE CONNECTIONS Waterproof, air tight, heat resistant, neoprene coated fabric, 32 ounce, Ventglas, Elgen. 15840 -1 2.05 ACCESSORIES A. Take Off Fittings: SMACNA, conical, Flexmaster STO or approved. B. Manual Volume Damper: Single blade for ducts up to 12" high, opposed blade for over 12" high, locking nut and indicating device, SMACNA. . Elbows: Standard radius or vaned square, SMACNA. • Duct Access Door: Hinged, sash lock, SMACNA. E. Sealant and Tapes: Non - combustible. NASHUA 357 (Low Pressure), NASHUA FSK (High Pressure) or approved. ▪ Firestop Sealant: Biostop 500 intumescent firestop caulk; 5/8" for 1 hour assemblies, 1'/ " for 2 -hour. 2.06 GRILLES, REGISTERS AND DIFFUSERS Ceiling mounted units to mate with ceiling system. Performance tests in accord with ADC Standard 1062 R2, Test Code, with ASHRAE Standard 26B. Titus, Krueger, Anemostat, Carnes or approved. PART 3 EXECUTION 3.01 DUCTWORK A. Fabricate, install, support and seal ductwork in accord with SMACNA Duct Construction Standards for indicated pressure class. B. Where ducts pass through partitions, ceilings or floors. Provide 1" clearance and insulate from structure with insulation material. Provide flanged sheet metal closure. C. Where ducts pass through rated walls on assemblies without fire dampers, provide 'A" to 1" annular space and fill with firestop sealant. D. Isolate joints between dissimilar metals with fiber gasket. E. Install flexible connection at inlet and discharge of all fans not internally isolated. F. Drawings do not attempt to show all offsets in ductwork. Make such offsets as necessary for installation of work without additional cost to Owner. 15 degree maximum angle of offset. 15840 -2 TESTS END OF SECTION flexible duct in full extended condition free of sags and kinks. U se minimum length required to make connection. Length shall not exceed 10 feet. Suspend on 36" centers. Use clamps and duct sealer. EQUIPMENT Install in accord with manufacturer's recommendations. Bring conflicts between such recommendations and drawings to immediate attention of Architect/Engineer. Install equipment with associated piping and ductwork to permit access to doors and panels as required for periodic maintenance (e.g.: filter Upon completion of installation and prior to balancing, insulating and acceptance, subject ventilating system to operating tests to demonstrate satisfactory functional and operating efficiency. SECTION 16610 • •'. SECTION 16030 • . SECTION 16040 %'. . SECTION 16050 SECTION 16100 SECTION 16110 • .SECTION 16120 SECTION 16130 : . SECTION 16140 SECTION 16169 SECTION 16170 SECTION 16180 SECTION 16450 'SECTION 16471 SECTION 16500 SECTION 16740 SECTION 16930 SECTION 16999 • SOUTCENTER RENOVATION. DIVISION 16 ELECTRICAL SPECIFICATION INDEX GENERAL PROVISIONS TESTING IDENTIFICATION • EXISTING SYSTEMS BASIC MATERIALS & METHODS RACEWAYS CONDUCTORS & TERMINATORS (COPPER ONLY) • OUTLET AND PULL BOXES SWITCHES AND RECEPTACLES. MOTOR CONTROLLERS DISCONNECTS AND FUSED SWITCHES FUSES GROUNDING PANELBOARDS LIGHTING COMMUNICATIONS INFRASTRUCTURE, LIGHTING CONTROL PROJECT CLOSEOUT hereby certify that this project specification Was me or Under 'my direct supervision and that I am a duly registered Professional Engineer under the laws e of Washington. . . • Sparling, Inc. Electrical Engineers j:\7992\specs\index.doc EXPIRES 2-26-1.401 1 720 Olive Way, Suite 1100 Seattle, Washington 98101 (206) 667-0555 SOUTHCENTER MALL RENOVATION SECTION 16010 - GENERAL PROVISIONS PART 1- GENERAL 1.1 General Conform to the General Conditions, Supplementary Conditions, and related work in other Divisions for all work in Division 16. See Division 1 for sequence of work. 1.2 Scope of Work It is the intention of this Division of the Specifications and the accompanying drawings to describe and provide for the furnishing, installing, testing and placing in satisfactory and fully operational condition all equipment, materials, devices and necessary appurtenances to provide a complete electrical system, together with such other miscellaneous installations and equipment hereinafter specified and /or shown on the drawings. The work shall include all materials, appliances and apparatus not specifically mentioned herein or shown on the drawings, but which are necessary to make a complete, fully operational installation of all electrical systems shown on the drawings or described herein. Equipment and devices furnished and installed under other Divisions of this specification (or the Owner) shall be connected under this Division. The drawings and specifications are complementary and what is called for in either is binding as if called for in both. 1.3 Work In Other Divisions See all other divisions of specifications for other work which includes but is not limited to: Temporary Power Cutting and Patching Door Hardware Painting, Refinishing and Finishes Equipment Wiring Mechanical Control Wiring Mechanical Equipment 1.4 Codes and Regulations A. If any conflict occurs between government adopted code rules and this Specification, the codes are to govern. Nothing in these drawings and specifications shall be construed to permit work not conforming with the governing codes. Also, this shall not be construed as relieving the Contractor from complying with any requirements of the drawings or specifications which may be in excess of requirements of the hereinbefore mentioned governing codes and rules and not contrary to same. B. The electrical systems shall be installed based on the following current Standards. NFPA 70 National Electrical Code as adopted and amended by the State of Washington and Local Jurisdiction Uniform Building Code International Conference of Building Officials as adopted and amended by the Local Jurisdiction. GENERAL PROVISIONS 16010 -1 c SOUTHCENTER MALL RENOVATION The Contractor is required to familiarize himself with the detailed requirements of these standards and any local codes and ordinances as they affect the installation of specific electrical systems. 1.5 Permits and Fees The Contractor shall obtain and pay for all licenses, permits and inspections required by laws, ordinances and rules governing work specified herein. The Contractor shall arrange for inspection of work by the inspectors and shall give the inspectors all necessary assistance in their work of inspection. 1.6 Coordination A. The Contractor responsible for accomplishing Division 16 work shall coordinate his work with that of the other Contractors and /or other trades doing work on the project and shall examine all drawings and specifications of other trades including the mechanical, architectural, and structural for construction details and necessary coordination. B. Obtain submittals and shop drawings of all equipment with electrical connections furnished under other divisions of the specifications. Provide all wiring in accordance with requirements indicated. Advise the Architect of any changes which may affect the contract price. C. Special attention is called to the following items and all conflicts shall be coordinated prior to installation. 1. Door swings to the end that switches will be located on the "strike" side of the door. 2. Location of grilles, pipes, sprinkler heads, ducts and other mechanical equipment so that all electrical outlets, lighting fixtures and other electrical outlets and equipment are clear from and in proper relation to these items. 3. Location of cabinets, counters and doors so that electrical outlets, lighting fixtures and equipment are clear from and in proper relation to these items. 4. Recessing and concealing electrical materials in CMU walls, concrete construction, precast construction and similar construction methods. 5. Electrical characteristics (HP, KVA, voltage, phase) of actual equipment furnished under other divisions being different from that shown on the electrical drawings. D. The Contractor will not be paid for relocation of work, cuttings, patching and finishing required for work requiring reinstallation due to lack of coordination prior to installation. 1.7 Contract Drawings A. Raceways, boxes and ground connections are shown diagrammatically only and indicate the general character and approximate location. The layout does not necessarily show the total number of raceways or boxes for the circuits required, nor are the locations of indicated runs intended to show the actual routing of the raceways. The Contractor shall furnish, install and place in satisfactory condition all raceways, boxes, conductors and connections and all other materials required for the electrical systems shown or noted in the contract documents to be complete, fully operational and fully tested upon completion of the project. GENERAL PROVISIONS 16010 - 2 SOUTHCENTER MALL RENOVATION 1.8 Itemized Schedule of Costs 1.10 Record Drawings B. The drawings do not show all requirements of the specifications. The drawings and specifications are complementary and what is called for (or shown) in either is required to be provided as if called for in both. C. The horsepower of motors and apparatus wattages shown on the drawings are estimated requirements of equipment furnished under other Divisions of this contract and bid shall be based on these sizes. Overload elements shall be provided to suit actual equipment nameplate current. Advise Architect of any equipment changes or substitutions affecting electrical systems. Conform to Substitution Requirements, Section 16100. D. Any minor changes (less than 6' -6" horizontal) in the location of the raceways, outlets, boxes, devices, wiring, etc., from those shown on the drawings shall be made without extra charge, where coordination requires or if so directed by the Architect before rough -in. E. Contractor shall consult the architectural drawings for the exact height and location of all electrical equipment not specified herein or shown on the drawings. F. Outlet locations shown on the drawings are approximate. Contractor shall study the building drawings in relation to spaces and equipment surrounding each outlet so that the outlet is correctly positioned and symmetrically located for proper usage. Lighting fixtures are to be symmetrically located according to ceiling tile and room layout. G. When inserts or sleeves for outlet boxes, conductors, cables and /or raceways are required, Contractor shall provide and shall fully coordinate the installation thereof with other trades. Furnish a contract cost breakdown by specification section to the Architect with a copy to the Engineer to allow evaluation of partial payment requests. Refer to the Supplementary Conditions of General Contract for details, and conform thereto. 1.9 Warranty The Contractor shall guarantee all work installed under this specification. He shall make good, repair or replace, at his own expense, any defective work, materials or parts which may show themselves within one year after final acceptance, if in the opinion of the Architect said defect is due to imperfection in material, design or workmanship. Incandescent lamps are not warranted, but all shall be operating at time of final acceptance. Continually record the actual electrical system(s) installation on a set of prints kept readily available at the project during construction. These prints shall be used for this purpose alone. Accurately locate with exact dimensions all underground and underslab raceways and stub -outs for new power and telephone floor box systems. At the completion of the work, Contractor shall furnish the Architect a set of reproducible record drawings (xerox type) and the set of mark -ups. Final payment to the Contractor will not be authorized until these prints have been submitted to and accepted by the Architect. 1.11 Electrical Equipment Operation and Maintenance (O &M) Manuals A. The Contractor shall prepare four (4) O &M manuals for all equipment furnished under Division 16 of the specifications. GENERAL PROVISIONS 16010 - 3 SOUTHCENTER MALL RENOVATION B. The information included must be the exact equipment installed, not the complete "line" of the manufacturer. Where sheets show the equipment installed and other equipment, the installed equipment shall be neatly and dearly identified on such sheets. C. These 0 & M manuals shall contain all the information needed to operate and maintain all systems and equipment provided in the project. It shall be presented and arranged in a logical manner for efficient use by the Owner's operating personnel. The information provided shall include but not be limited to the following: 1. Equipment manufacturer, make, model number, size, etc. 2. Equipment nameplate data. 3. Description of system configuration and operation including component identification and interrelations. A master control schematic drawing(s) may be required for this purpose. 4. Dimensional and performance data for specific unit provided as appropriate. 5. Manufacturer's recommended operation instructions as appropriate. 6. Complete parts list including reordering information, recommended spares and anticipated useful life (if appropriate). Parts lists shall give full ordering information assigned by the original parts manufacturer for floor boxes. Include box and cover ordering information. Relabeled and /or renumbered parts information as reassigned by equipment supplier not acceptable. D. Wiring diagrams for each system shall be complete drawings for the specific system installed under the contract. "Typical" line diagrams will not be acceptable unless properly marked to indicate the exact field installation. E. The information contained in the manuals shall be grouped in an orderly arrangement by specification index. The manuals shall have a typewritten index and divider sheets between categories with identifying tabs. The completed manuals shall be bound with hard board covers. (0 & M manuals shall not exceed 5" thick. Provide two or more volumes if required. Signal and communication systems shall be in separate volume(s).) The covers shall be imprinted with the name of the job, Owner, Architect, Electrical Engineer, Contractor and year of completion. The back edge shall be imprinted with the name of the job, Owner and year of completion. Hard board covers and literature contained may be held together with screw post bindings. F. A preliminary copy, complete except for the bound cover, shall be submitted 60 days prior to completion of the project for checking and review. Four (4) bound, final, corrected copies shall be provided. Deliver one (1) to Sparling, Inc. Deliver three (3) to the Owner via the Architect 20 days prior to scheduled instruction periods. Obtain a receipt for the manuals and forward a copy of the receipt to both the Architect and Engineer with the completed form. 1.12 Final Acceptance Request The Contractor shall submit to the Architect, with a copy to the Engineer, a Job Completion Form (form attached in this section) properly filled out prior to the time final acceptance of the electrical work is requested. At this time also submit copies of final inspection certificates and receipts for loose materials (microphones, etc.) turned over to the Owner. GENERAL PROVISIONS 16010 - 4 SOUTHCENTER MALL RENOVATION PROJECT NAME: PROJECT LOCATION: DATE: Electrical Inspectors Final Acceptance Copy of certificate attached. Name JOB COMPLETION FORM Agency Date The following systems have been demonstrated to Owner's representative. Lighting & Power Systems Owner's Rep. Date Record Drawings Attached Transmitted previously to Date O &MManuals Attached Transmitted previously to Date Test Reports Attached Transmitted previously to Date The work is complete in accordance with contract documents and authorized changes except for and the architect /engineer's representative is requested to meet with at on Supervisor of Electrical Work Time Date Contractors Rep. Signature Date Note: Additional copies of this form are available from Sparling, Inc., 720 Olive Way, Suite 1100, Seattle, WA 98101. GENERAL PROVISIONS 16010 - 5 SOUTIICENTER MALL RENOVATION 1.13 Abbreviations and Definitions When the following abbreviations and definitions are used m relation to the work for Divisions - 16 they shall have the following meanings: Item Meaning Accepted Reviewed with no exceptions taken to submittal material. See "Submittal" below. AHJ Authority Having Jurisdiction ANSI American National Standards Institute Approved Inspected and accepted by the Authority Having Jurisdiction ASTM American Society for Testing Materials Boxes Outlet, Junction or Pull Boxes Code All codes currently enforced at project location. Compression Compressed using a leverage powered (hydraulic or equivalent) crimping tool Connection All materials and labor required for equipment to be fully operational. EMT Electrical Metallic Tubing Exterior Outside of or penetrating the outer surfaces of the Location building weather protective membrane. Fully Oper- Tested and approved and operating to the satisfaction ational of the AHJ, manufacturer and contract documents Furnish Deliver to the jobsite ICEA Insulated Cable Engineers Association Install To enter permanently into the project and make fully operational. KCM Thousand circular mils (formerly MCM) Mfr. Manufacturer NEC National Electrical Code, National Fire Protection Association Publication #70 (latest adopted edition with amendments) NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association GENERAL PROVISIONS 16010 - 6 UTHCENTER MALL RENOVATION Noted Shown or specified in the contract documents PVC Polyvinyl Chloride Provide Furnish and install RGS Rigid Galvanized Steel Required As required by code, AHJ or contract doctunents for the particular installation to be fully operational. Shop Drawing Hand drafted document which fully details the equipment and intended installation relative to this specified project Shown As indicated on the drawings or details. Submittal Material for Engineer review which may contain catalog cuts, shop drawings, wiring diagrams, etc., of the actual material being fitritished. UL Underwriters' Laboratories, Inc. Wirmg Raceway, conductors and connections END OF SECTION GENERAL PROVISIONS 16010 - 7 SOUTHCENTER MALL RENNOVATION SECTION 16030 - TESTING PART 1- GENERAL 1.1 Description Test and provide written certification that the entire electrical installation complies with contract documents, code and proper system operation. Perform acceptance tests in accordance with manufacturer's recommendations, NFPA 70B and International Electrical Testing Association (NETA) testing specifications NETA ATS -1991. 1.2 Schedule Perform all testing after installation. All systems shall pass tests prior to substantial completion or owner occupancy. 1.3 Receptacle and Device Test Receptade Polarity Test: Test every receptade installed or reconnected under this contract with a receptacle circuit tester. Tester shall test for open ground, reverse polarity, open hot, open neutral, hot and ground reversed, hot or neutral and hot open. Rewire receptacles with faults and retest. Submit test report signed by electrician that performed the test. Ground -Fault Receptacle Circuit Interrupter Tests: Test each receptacle or branch circuit breaker having ground -fault circuit protection to assure that the ground -fault circuit interrupter will not operate when subjected to a ground -fault current of less than 4 milliamperes and will operate when subjected to a ground -fault current exceeding 6 milliamperes. Perform testing using an instrument specifically designed and manufactured for testing ground -fault circuit interrupters. Apply the test to the receptacle. "TEST" button operation will not be acceptable as a substitute for this test. Replace receptades that do not shutoff power with 5/1000 of an ampere within 1 /40th of a second and retest. C. Operational Tests: Demonstrate the operation of each switch, circuit breaker and other item of electrical control with the systems fully energized and operating. Each shall be demonstrated three times. 1.4 600 Volt Wiring A. Scope: Test all electrical feeders whose operating voltage is 600 volts or less that are installed or reconnected under this contract. B. Test for continuity of each circuit. C. Test for grounds in each circuit which shall consist of the physical examination of the installation to ensure that all required ground jumpers, devices, and appurtenances do exist and are mechanically firm. D. Perform a 500 volt megohm meter test on each circuit between the conductor and ground. The insulation resistance shall not be less than 8 megohms for those circuits (115V -600V) with single conductor length of less than 2,500 feet. If conductor fails test replace wiring or correct defect and retest. TESTING 16030 -1 1.5 Power System Tests PART 2 - PRODUCTS 2.1 Test Equipment SOUTHCENTER MALL RENOVATION E. Perform torque test for every conductor tested and terminated in an overcurrent device or bolted type connection; torque all connections per manufacturers recommendations and tabulate the results on a tabular form. A. Scope. Inspect and test entire electrical systems provided by this contract to verify equipment and controls are correctly operating. B. Load Balance Tests: Checks all panelboards for proper load balance between phase conductors and make adjustments as necessary to bring unbalanced phases to within 15% of average load. C. Motor Tests: Check all motors for proper rotation and measure actual load current. Submit tabulation of motor currents for all motors 1 HP or more after the system has been balanced. The Contractor shall provide all apparatus and material required for testing. The Contractor shall use installation tools and test equipment which are designed for the specific task and shall use this equipment per the manufacturer's instructions. All test equipment shall have current calibration certification by a third party calibration laboratory, and shall have a signed and dated calibration sticker affixed to the device. Calibration shall be traceable to the National Bureau of Standards and be less than 6 months since last calibration. Defective test equipment and installation tools shall not be used. Installation tools such as torque wrenches shall be calibration certified. PART 3 - EXECUTION 3.1 Schedule Notify Architect 10 working days prior to performance of any test. 3.2 Test Reports A. The Contractor shall prepare test reports including description of project, description of equipment tested, description of test, test results, conclusions and recommendations, retesting results and list of test equipment used and calibration date. B. One copy of each test report shall be delivered directly to the electrical engineer and Owner within 7 calendar days of the test. C. Insert a copy of each test report in the operation and maintenance manuals. 3.3 Retesting Any fault in material or in any part of the installation revealed by these tests shall be investigated, replaced or repaired by the Contractor and the same test repeated at Contractor's expense until no fault appears. TESTING 16030 - 2 If a system or device provided under this contract does not operate per manufacturers specifications contractor shall replace device or provide qualified men with tools and tes equipment to find 'and repair problem at contractor's expense U pon completion of the tests a label shall be attached to all serviced devices These labels s indicate 'date serviced and the testing company. TESTING 16030 - 3 SECTION 16040 .IDENTIFICATION PART 1 - GENERAL • SOUTHCENTER MALL RENOVATION 1.1 Provide labels, nameplates, directories and coding as described in this specification. PART 2 - PRODUCTS 2.1 Branch Circuit Panelboard Directories A. Provide neatly typed schedule under plastic jacket or protective cover for protection from damage or dirt. Number each single pole space: odd numbered circuits on left side or top, even on right side or bottom. Securely mount on inside face of panelboard door. When no cover, provide individual nameplates for each overcurrent and other device. Define briefly, but accurately, nature of connected load (i.e., Lighting Office, Receptacles, Mechanical/Electrical Room, etc.) as approved. Provide room locations for all loads and indicate first pole space number as its circuit number. B. Spare circuit breakers and space positions shall be noted in pencil. C. Panel schedules and as-built circuit numbers shall agree. 2.2 Nameplates 1. Material a. Provide nameplates constructed of 1/16 inch thick plastic laminated material. Engrave through colored surface material to contrasting colored sub-layer. b. Receptacle labels to be Dymo-Tape or equal. 2. Provide nameplates for the following: a. Equipment identification labels for all electrical equipment including, but not limited to, panels, disconnect switches, motors, fixed equipment, motor starters, etc. b. Special equipment outlet labels (1/4" letters). c. GFCI "series protected" receptacles. d. Cover plate receptacle labels shall indicate panel and circuit identification for all receptacles. 2.3 Color Scheme for Plastic Labels System • Normal Power and Control Emergency Power and Control Label Lettering Color Color White Black Red Black Identification IDENTIFICATION 16040 - 1 Circuit identification at all J-boxes. Black permanent marker. Telephone: "Tele/Data" at all j-boxes. Black permanent marker. A. Provide labels with description of purpose, and location of opposite end, on each end of conduits provided for future. B Equipment or those abandoned as a result of this contract. Cardboard or plastic handwritten tags are permissible. Note accurately on as-built drawings. SOUTHCENTER MALL RENOVATION Attachment Securely attach engraved labels and nameplates with rivets, screws; or suitable epoxy cement. Clean surfaces thoroughly before attaching all labels. Use solvent on device plates before attaching Dymo labels. (Without proper cleaning, Dymo labels will soon curl off). C. Drill hole in nameplate and attach to motor flexible conduit with plastic tie-wrap. 3.2 Temporary Markings • No temporary markings permitted to remain on equipment. Remove all temporary markings • where possible. Where markings cannot be removed, repaint trims, housing, etc., to cover markings. Refinish defaced finishes. 3.3 Abbreviations Labeling abbreviations permitted only as approved. END OF SECTION Junction Boxes Empty. Conduits IDENTIFICATION 16040 - 2 SOUTHCENTER MALL RENOVATION SECTION 16050 - EXISTING SYSTEMS PART 1- GENERAL 1.1 Related Work Same as in Section 16010 - General Provisions. 1.2 Existing Systems Maintained A. Prior to bidding, existing systems and systems adjacent to the work shall be investigated thoroughly. Any damage resulting from performance of work under this contract shall be repaired to assure continuing operation and integrity during and at completion of the project at no increase in contract cost. Any existing wiring serving devices to remain in service and which is interrupted by work performed under this contract shall be rerouted to maintain circuit continuity. Contractor shall assume the risk of maintaining existing systems except relocation of wiring of #2 AWG and above shall be considered an additional cost if not shown to be relocated. If such wiring is found the Contractor shall notify Architect of wiring location, reason it'must be removed and cost of relocation and receive the Owner's approval before proceeding with the work. The building will continue operation during the work and it is essential that no systems operation be interrupted unless scheduled with the Architect. Contractor shall assume responsibility for unscheduled interruptions and expedient repair. 1.3 Existing Systems Concealed A. The electrical drawings show portions of the existing electrical systems which are to remain, be removed or be modified as a part of the Contractor's work. Concealed features of the existing systems are derived from record drawings and the Engineer's best judgment of the configuration, but no guarantee is made as to their correctness. B. The Contractor shall inspect the existing installation prior to bidding and shall make his own judgment as to the work required to provide a complete installation and demolition within the intent of the contract documents. 1.4 Existing System Drawings (Demolition; El Series) The drawings show portions of the existing systems which are derived from record drawings. The drawings are incomplete and do not necessarily show up to date on -site current conditions. No guarantee is made to their correctness. The Contractor shall assume there is 20% more electrical systems than shown on the demolition and existing system drawings. 1.5 Mechanical Equipment New mechanical equipment and ductwork takes precedence over existing electrical systems. Any existing electrical systems deemed to interfere with new mechanical equipment shall be moved and /or re- routed to allow placement of such equipment. Contractor is responsible for verifying existing conditions and anticipating such work prior to bid. Moving or relocating of existing mechanical systems to be included in base bid and will not constitute basis for field change order after award of contract. Coordinate all related work with mechanical contractor. Note revisions on as -built and record drawings. EXISTING SYSTEMS 16050 -1 SOUTHCENTER MALL RENOVATION 1.6 Demolition Work All demolition work required under this contract is not shown on the drawings. The Contractor shall remove all electrical equipment in the area being remodeled which is no longer in service presently or as a result of this contract. The definition of electrical equipment is any equipment mentioned in the National Electrical Code. 1.7 Temporary Electrical Equipment Removing, temporary hanging by chains and reinstalling in ceilings of light fixtures, speakers, detectors, exit signs and other electrical equipment is not shown on the drawings. The Contractor shall investigate the ceiling demolition work and include this work in the bid. The sequence of work shall be (1) Remove and store fixtures, detectors and speakers along with removal of ceiling, (2) Provide temporary support for wired fixtures and devices to be reinstalled in new ceiling at approximately the same location. Use chains for lighting fixture support, (3) Clean and reinstall in the new or replaced ceilings. Provide new lamps when so noted. Provide temporary relocation of exit signs and reinstall in the original location when exit is reactivated. 1.8 Premium Time Premium time shall be included in the Base Bid for electrical system(s) outages and for other work as required by the schedule, as shown on the drawings and as noted in other Divisions of the specifications. Of particular note is the new floor box system. This system will be installed in conjunction with new tile work at night after mall is closed and should be scheduled to coordinate. Contractor is responsible for the coordination of all work with other trades. All work shall be performed per mall schedule and time constraints. 1.9 Work Outside Of Remodel Areas Caution - this work is not shown on the contract documents. Provide new wiring systems in concealed ceiling spaces to switchboards, panelboards, communication and signaling and system control panels. Remove and relocate electrical equipment in the way of other trades work installed under this contract. Route wiring around obstructions and provide pull boxes per code. 1.10 Existing Floor Box System Existing floor box system shall remain functional under this contract until which time new system can be cut over and tenants assigned. This work and coordination is vital to the success of this project and shall be top priority for the installing contractor. Where existing floor box system is abandoned and /or not used to feed new system, the existing system will be abandoned and covered by new tile work. Contractor shall remove all floor box devices and associated conductors back to source. Provide blank cover on existing box and mark as abandoned. Where conductors cannot be removed due to collasped pipes or existing conditions, disconnect conductor at serving panel and remove back to serving j -box in raceway system nearest obstruction point. Label breaker in serving panel as spare. Where existing floor box system is revised, reused or used to feed locations, all floor box locations upstream from new device location (s) become a junction box per code. Provide extension ring (s) and brass cover plate as required to match new tile set. Mark all such locations on as built drawings. EXISTING SYSTEMS 16050 - 2 SOUTHCENTER MALL RENOVATION PART 2 - PRODUCTS 2.1 Existing Materials All materials which are a part of the building shall remain the property of the Owner. 2.2 Existing Materials To Be Reinstalled Existing materials and equipment (except interior, undamaged raceways) that are removed as a part of the work or stored in surplus shall not be reinstalled as a part of the new systems unless specifically noted or authorized in writing by the Owner. Forward a copy of the authorization to the Engineer. The requirements of the specifications (i.e., condition, installation, testing, etc.) shall apply as if the materials were new, furnished by the Contractor. 2.3 Existing Materials Not To Be Reinstalled A. In coordination with the Architect, these materials shall be made available for his inspection and decision as to whether the Owner will retain possession. Items selected for retention shall be turned over to the Owner. These items shall be delivered to a location on the premises selected by the Owner. Take reasonable care to avoid damage to this material. If the Contractor fails to conform to this requirement, he shall purchase and turn over to the Owner replacement material of like kind and quantity. B. All material not selected for retention by the Owner and debris shall be legally disposed of by the Contractor. 2.4 Existing Raceways The Contractor may reuse the existing raceways if no other systems occupy the raceway, raceways and enclosures are electrically and mechanically continuous and new wiring is provided. No warranty is made and the Contractor shall assume the risk of using existing outlet boxes and raceway systems. PART 3 - EXECUTION 3.1 Existing Conditions Examine the structure, building, and conditions under which electrical work is to be installed for conditions detrimental to proper and timely completion of electrical work. Do not proceed with work until deficiencies or detrimental conditions have been corrected. Report deficiencies or detrunental conditions of existing electrical work which might be unsuitable to connect with or receive other work. Failure to so report shall constitute acceptance of other work as being fit and proper for the reception of electrical work. 3.2 Existing Systems Maintained A. General Reroute existing circuits that are interrupted as a result of this contract that serve devices to remain in service. 1. Power Circuits Trace out and identify loads and systems being served. EXISTING SYSTEMS 16050 - 3 SOUTHCENTER MALL RENOVATION Provide temporary wiring, schedule outage and reconnect loads to temporary wiring. Provide new wiring in new location. Schedule outage, disconnect temporary wiring, and connect loads to new wiring. 2. Signal and Communication Systems Trace out and identify device and systems being served. Provide temporary wiring to maintain operation of system throughout facility. Schedule outage and connect to temporary wiring and test system. Provide new wiring and new equipment in project area. Schedule outage, disconnect temporary wiring and connect new wiring and new equipment and test system. 3. Note any revisions on as -built and record drawings. 4. Update field panel schedules with circuit revision information where such changes occur. 3.3 Demolition Panelboards, signaling and communication systems, lighting fixtures, other electrical equipment free standing or surface mounted, raceway (exposed) and conductors; which are no longer in service presently or as a result of this contract shall be removed. Unused flush mounted devices, outlet and other boxes in finished areas shall be removed from wall and the remaining hole patched to match adjacent wall surfaces. Unused raceways and sleeves embedded in concrete shall be cut flush at ceiling, floor or wall and filled with grout. Unused raceways above ceilings that are empty shall be removed. Contractor shall remove all floor, wall or ceiling mounted electrical equipment in the "Demolition Area" indicated on the drawings even if the equipment /or device is not shown on the project drawings. If Contractor questions whether a particular device is to be removed notify the Architect noting type and location of device. If so directed the Contractor shall maintain the existing device in service without any change in contract price. 3.4 Power Outages A. Scheduled Outages. The facility will continue its normal operation during the construction work; therefore it is required that the Contractor schedule electrical system(s) outages with the Owner. Electrical system(s) outages to Owner or tenant occupied areas shall not be permitted during normal mall operational hours. Submit a written request for a power outage at least one week in advance identifying the areas, and systems that will be affected, time and duration of the power outage. The Contractor shall receive written authorization to proceed with the outage and shall renotify the Owner verbally at least one hour prior to the outage and also notify the Owner when the outage is completed. B. Unscheduled Outages. In the event that the Contractor's work causes or contributes to an unscheduled system(s) outage (or other system fault), the Contractor is responsible for immediately correcting the problem. Included (as examples) shall be any premium time required to stay on the job site until problem is corrected and air freight for parts not locally EXISTING SYSTEMS 16050 - 4 available. If the Contractor fails to correct the problem, the Owner's cost of correcting the problem shall be deducted from the Contractor's contract amount. New Devices In Remodel Areas 1 A. New devices may require cutting, patching, and painting of walls and /or trenching of floor. It shall be the responsibility of the contractor to provide all cutting, patching and painting required for the installation of the Division 16 work. Contractor shall investigate existing areas prior to bid and shall include all costs of such work in the bid. B.: This facility has wiring embedded in raceways in concrete slabs. Concrete slab is structurally reinforced and care should be taken to not disturb. In order to set floor boxes flush and allow , ,'conduit entry, portions of the slab can be cut into, but only as required. Under no conditions will trenching into the slab be allowed. All raceway runs shall be in the topping slab only except for entry into set and level box. EXISTING SYSTEMS 16050 - 5 SOUTHCENTER MALL RENOVATION SECTION 16100 - BASIC MATERIALS AND METHODS PART 1- GENERAL 1.1 Description This section contains the general requirements for materials and installation methods which apply to all sections of Division 16. All materials and equipment shall be installed in conformance with the manufacturer's installation instructions and U.L. requirements. PART 2 - PRODUCTS 2.1 General A. All materials to be new, free from defects and not less than quality herein specified (except as permitted in Section 16051). Materials shall be designed to insure satisfactory operation and operational life in the environmental conditions which will prevail where they are being installed. B. Each type of materials furnished shall be of the same make, be standard products of manufacturers regularly engaged in production of such materials and be the manufacturer's latest standard design. C. All materials and equipment installed, including lighting fixtures (specified by others), shall have been tested and listed by Underwriters Laboratories or other approved testing organization and shall be so labeled unless otherwise permitted by the Code Inspector (AHJ) and the Architect. 2.2 Substitution Of Materials A. Listing of materials is not intended to prevent listing of other material provided the substitute product is submitted for listing and has been reviewed and listed in accordance with the following Substitution of Materials requirements. 1. No Substitute: It is the intent of this specification to require new materials to be compatible with the existing installation and to this end certain materials and systems are indicated "No Substitute" and shall be provided as specified. 2. Listing Prior to Bid Opening: Listing of products other than those specified will be issued after the following requirements are met: Requests to be original material, clearly indicating the product fully complies with contract documents and be neatly marked with yellow felt tip marker to dearly define and describe the product for which listing is requested. Include certified laboratory test report for lighting fixtures. Samples shall be submitted if requested. Requests shall be received prior to 10 days before bid opening. Requests containing insufficient information to confirm compliance with contract documents will not be considered. 3. After Award of Contract: Substitution of products will be considered after award of contract only under the following conditions: BASIC MATERIALS AND METHODS 16100 -1 SOUTHCENTER MALL RENOVATION b. The reason for the unavailability is beyond the Contractor's control, i.e., due to strikes, bankruptcy, discontinuance of manufacture, acts of God. c. Requests for substitutions shall be made in writing and shall be accompanied by complete description of the material or equipment. B. In all cases, should a substituted material result in requiring electrical system or building modifications; the Contractor alone shall pay all costs to provide these modifications including all costs to the Engineer and Architect for redesign time required to accommodate the required modifications. 2.3 Complete Systems a. The Contractor shall have placed orders for specified materials promptly after contract is awarded. All the systems mentioned shall be complete in every detail and fully operational upon completion of the project unless specifically noted otherwise. Mention of certain materials in these specifications shall not be construed as releasing the Contractor from furnishing such additional materials and performing all labor required to provide complete and fully operational systems. 2.4 Submittals And Shop Drawings A. Submittals: Within 30 days after award of contract, submit common brochure(s) with index and divider tabs by specification section, containing all required catalog cuts, to the Architect in a three ring binder with hardboard cover. The data shall indicate listing by U.L. or other approved testing agency and contain sufficient information neatly highlighted with yellow or blue marker to demonstrate that the materials being submitted fully comply with contract documents. Each item submitted shall have been stamped "Reviewed and Approved" by the Contractor prior to review by the Architect. (Note: Submittals and shop drawings which are incomplete or which contain insufficient information will be returned for resubmittal.) See General Conditions for format, quantity, etc. B. The contractor agrees that submittals and shop drawings processed by the Architect are not change orders; that the purpose of submittals and shop drawings by the Contractor is to demonstrate to the Engineer that the Contractor understands the design concept, that he demonstrates his understanding by indicating which equipment and material he intends to furnish and install and by detailing the fabrication and installation methods he intends to use. The Contractor alone accepts all responsibility for assuring that all materials furnished under this Division of the specifications meet in full all requirements of the contract documents. The Engineer's review is for general conformance with the design concept and contract documents. Markings or comments shall not be construed as relieving the Contractor from compliance with the project plans and specifications, nor departures therefrom. The Contractor remains responsible for details and accuracy for confirming and correlating all quantities and dimensions, for selecting fabrication processes and for techniques of assembly. C. Submittals are required for: Qualification Certificates Contract Cost Breakdown Raceways Wire and Cables BASIC MATERIALS AND METHODS 16100 - 2 SOUTHCENTER MALL RENOVATION Wiring Devices Motor Controllers Disconnects and Fused Switches Fuses Panelboards 2.5 Nameplates A. See Section 16040 B. As shown on the drawings and details PART 3 - EXECUTION 3.1 Cutting Building Construction A. Obtain permission from the Architect and coordinate with other trades prior to cutting. Locate cuttings so they will not weaken structural components. Cut carefully and only the minimum amount necessary. Cut concrete with diamond core drills or concrete saws except where space limitations prevent the use of such tools. B. All construction materials damaged or cut into during the installation of this work must be repaired or replaced with materials of like kind and quality as original materials by skilled labor experienced in that particular building trade. 3.2 Penetrations Of Fire Rated Elements Must be provided such as to retain that rating. 3.3 Painting A. Painting in general will be covered under another Division of this specification, except items furnished under this Division that are scratched or marred in shipment or installation shall be refinished. B. Exposed raceways in finished areas, shall be painted with two coats of oil based paint. Paint • color shall match color of surface the raceway is attached to. 3.4 Clean Up Contractor shall continually remove debris, cuttings, crates, cartons, etc., created by his work. Such dean up shall be done daily and at sufficient frequency to eliminate hazard to the public, other workmen, the building or the Owner's employees. Before acceptance of the installation, Contractor shall carefully dean cabinets, panels, lighting fixtures, wiring devices, cover plates, etc., to remove dirt, cuttings, paint, plaster, mortar, concrete, etc. Blemishes to finished surfaces of apparatus shall be removed and new finish equal to the original applied. 3.5 Workmanship and Observation A. Workmanship shall be of the best quality and none but competent and experienced electricians shall be employed and shall be under the supervision of a competent and experienced foreman. All completed work shall represent a neat and orderly appearance. BASIC MATERIALS AND METHODS 16100 - 3 " • All work and materials shall be subject to observation at any and all times by representatives of: • • the Architect. Equipment Connection A For equipment furnished under this or other Divisions of the specifications, or by owner; provide complete all electrical connections necessary to serve such equipment and provide , •• , , . required control connections to all equipment so that the equipment is fully operational upon • •'• ••, • •••:. completion of the project. Whenever the drawings show an equipment connection the Contractor shall provide the code required disconnect switch. B. : . Prior to rough-in, obtain submittals and shop drawings for all equipment requiring electrical connections being furnished under other divisions of the specifications and by the owner. , • Provide all wiring per the wiring diagrams and requirements indicated. • . , Interface With Other Trades • The Contractor shall continually interface and coordinate the electrical work with the work of At each panelboard location the Contractor shall monitor the work of all trades to assure that the space and clearance requirements of code are met. • • : • END OF SECTION BASIC MATERIALS AND METHODS 16100 - 4 SOUTHCENTER MALL RENOVATION SECTION 16110 - RACEWAYS PART 1- GENERAL 1.1 Description Provide all raceway systems complete and in conformance with code. PART 2 - PRODUCTS 2.1 Rigid Metal Conduit (Rgs) and Intermediate Metal Conduit (Imc) A. Hot dipped galvanized steel. Fittings: Galvanized malleable iron or non - corrosive alloy threaded fittings compatible with galvanized conduit. Erickson couplings, watertight split couplings, similar to OZ permitted. Set screw and running thread fittings not permitted. Wherever rigid galvanized steel conduit is specified, intermediate metal conduit is permitted unless noted or required otherwise. • 2.2 Electrical Metallic Tubing (emt) A. Hot dip galvanized, electrogalvanized or sherardized, steel tubing. B. Couplings and Connectors: Raintight; steel or malleable iron type using a split corrugated compression ring and tightening nut or stainless steel locking disc. Steel set screw, indenter, drive -on and pressure cast or diecast type fittings are not permitted. 2.3 Flexible Metal Conduit A. Galvanized, or zinc coated flexible steel for dry locations. Aluminum and flexible metallic tubing not permitted. Fittings: malleable iron or steel, similar to Thomas and Betts "squeeze" type. B. Liquid Tight Flexible Metal Conduit. PVC weatherproof cover over flexible steel conduit. Fittings: similar to Thomas and Betts "Super- Tite ". 2.4 Expansion Fittings Malleable iron, hot dip galvanized allowing 4" ( +1 -2 ") conduit movement. O -Z /Gedney type AX series. PART 3 - EXECUTION 3.1 General A. Provide raceways concealed in construction unless noted otherwise or unless specifically authorized by the Architect. B. Supports, bending, reaming and threading of raceway shall conform with code. RACEWAYS 16110 -1 SOUTHCENTER MALL RENOVATION 3.2 Rigid Metal And Intermediate Metal Conduit All connections watertight. Shall be used for: 1) all raceways where subject to damage, 2) all stubups in concrete, 3) all routings in and stubouts through concrete and /or topping slabs, 4) where exposed to weather. 3.3 Electrical Metallic Tubing (Emt) 3.4 Flexible Metal Conduit Provide for wiring in masonry or frame construction and for wiring in furred ceilings and above suspended ceilings. May be used for exposed work in unfinished areas where not subject to damage. Where construction involves masonry work, assemble and install at the same time as the wall is erected. Avoid surface cut masonry units wherever such masonry units are to remain unplastered or uncovered in completed construction. EMT not permitted to be encased in concrete or topping slabs. Provide flexible raceway connection with 90 degree loop minimum for isolation to 1) motors 2) transformers and 3) to all other equipment subject to vibration, (i.e. control equipment, such as solenoid valves, pressure controls, aquastats, pneumatic electric relays, etc.). Provide liquid tight for pumps, for equipment in areas which are regularly washed down, and for equipment in damp or wet locations. Provide code bonding jumper. 3.5 Raceway Penetration Seals A. Exterior wall surfaces above grade: Provide watertight seal around all raceways. For concrete construction above ground level, cast raceway in wall or core drill wall and hard pack with a mixture of equal parts of sand and cement. For other types of construction use method acceptable to Architect. B. Roofs: Provide flashed and hot mopped weatherproof seal, or a pitch pan filled and sealed to be weatherproof where raceway penetrates roof membrane. Provide a weatherhead on all raceway stubups penetrating roof. C. Fire rated construction: Seal penetrations to maintain fire rating of construction penetrated. Caulk around penetration with Thomas & Betts Flame -Safe Compound, 3M Fire Barrier Caulk, Nelson Electric Flameseal or Dow Corning Silicone RTV foam. Install as recommended by manufacturer. 3.6 Raceways Sealing Fittings A. Provide watertight seal in the interior of all raceways which pass through building roof or through outside walls of the building above or below grade. Seal on the end inside the building, using raceway sealing fittings manufactured for the purpose. Seal poured type fittings with a non - hardening compound manufactured for such service. B. Provide sealing fittings for all raceways entering freezers and refrigeration units. 3.7 Hangers For Raceways A. Raceways 1" and larger: Provide lay -in pipe hangers on 3/8" all threaded rods attached to metal ceiling inserts or to structural members at not greater than 10' -0" on center and within 12" of each change in direction. RACEWAYS 16110 - 2 1 c j • • c. SOTJTHCENTER MALL RENOVATION • • When more than two raceways will use the same routing, group together on a patented channel trapeze support system supported by 3/8" (minimum) threaded rods attached to metal ceiling inserts or structural members. Suspended ceiling systems: Do not attach raceways to ceiling suspension system hangers. Raceways 3/4" and smaller serving equipment located within ceiling cavity or mounted on or supported by the ceiling grid system may be supported by dedicated #9 ga. galvanized, soft annealed mild steel wire hangers. Two raceways maximum per hanger. Attach raceways with clips manufactured for the purpose. Attach hangers to structure and to ceiling system. 3.8 Pull Cords A. Provide a pull cord in all raceways for communications and telephone systems. B. In other raceways, provide a nylon pull cord in those which are left empty at end of the project, designed as spare or greater than 25 feet in length. • 3.9 Proximity To High Temperature Surfaces Maintain 12" minimum dearartce. 3.10 Raceway Fill Raceways not sized on the drawings shall be sized per NEC Tables. Raceways for signal and communications systems shall be sized per the shop drawings and code. 3.11 • Expansion Fittings • • Provide expansion fittings for raceways crossing expansion joints, building separation walls, and seismic joints. Provide bonding jumper. Coordinate all expansion joints with architectural drawings. RACEWAYS END OF SECTION. 16110 - 3 SOUTHCENTER MALL RENOVATION SECTION 16120 - WIRE & CABLE PART 1- GENERAL 1.1 Summary A. Section Includes B. • 1.2 References American National Standards Institute (ANSI): A. 13. C. Building wire and cable Remote control and signal circuits Splices, connectors, and terminations Substitutions: Substitute products will be considered only under the terms and conditions of Section 16100 Basic Materials and Methods. ASTM B1 Hard-Drawn Copper Wire ASTM 138 Concentric Lay Stranded Copper Conductors, Hard, Medium Hard, Medium Soft, or Soft 13. Underwriter's Laboratories, Inc. (UL) UL 44 UL 83 UL 486A UL 486C C. SUBMITTALS Make submittals in accordance with Section 16100. PART 2 - PRODUCTS 2.1 Wire And Cable General 1. 2. 3. Rubber Insulated Wires and Cables Thermoplastic-Insulated Wires and Cables Wire Connector and Soldering Lugs for use with Copper Conductors Splicing Wire Connectors Thermoplastic Insulated Wires and Cables Type THHN/ THWN , UL 83 listed Rubber Insulated Wires and Cables Type XHHW-2, UL 44 listed Type USE-2, UL 44 listed WIRE & CABLE Copper conductor, single insulated wire ASTM B1 solid conductors; ASTM B8 for stranded conductors 600 volt insulation dass, 90°C maximum operating temperature for dry and wet locations 16120-1 SOUTHCENTER MALL RENOVATION 2.2 Remote Control And Signal Circuits Class 1 1. Copper conductor, single insulated wire Insulation type THHN/ THWN (90 °C), 600 volt insulation class. Type XHHW for ambient temperature less than 0 °C UL 83 listed, ASTM B1 solid conductors; ASTM B8 for stranded conductors Class 2 and 3 1. Copper conductor, multiple twisted conductors covered with an overall non - metallic jacket unless otherwise noted. 300 volt XLPE insulation rated 105 °C UL listed for use in the space in which circuits will be installed. Splices, Connectors & Terminals Splices 1. Electrical Tape: 7 mil thick, PVC backing with flexibility and adhesion at 0 °F. 2. Pre - Stretched Tubing: EPR pre - stretched tubular rubber sleeve suitable for insulation of voltages up to 600 volts. 3M PST series or equivalent. 3 Heat Shrink Tubing: Thermally stabilized cross - linked polyolefin with 3 to 1 expansion and internal adhesive sealant. Thomas & Betts Shrink -Kon or equivalent. Connectors A. 1, No. 10 AWG and Smaller: Pre - insulated "twist -on" type with integral spring and insulated housing per UL 486C. Manufacturers: Ideal, Thomas & Betts, or 3M. 2. No 8 AWB and Larger: Bolt or compression set type per UL 486C. Provide two hole compression set connectors for ground bus applications. Manufacturers: Thomas & Betts, O.Z. Gedney. C. Terminals 1. Stranded Conductors #12 only: Comply with UL 486A 2. Heavy wall thickness copper, tin plated with nylon insulation 3. Thomas & Betts Sta -Kon Terminals 4. Cable ties - nylon locking type. Thomas & Betts Ty -Rap 2.4 Terminations A Compression set, bolted, or screw type lug or direct to bolted or screw type terminal. WIRE & CABLE 16120 -2 SOUTHCENTER MALL RENOVATION B. Stranded Conductors #10 and Smaller: Eye type crimped terminal when termination is to a screw type terminal. Forked tongue terminal only when terminal screws cannot be removed. Comply with UL 486A. C Plastic Cable Ties Nylon or approved, locking type. PART 3 - EXECUTION 3.1 Wire & Cable A. Sizing 1. Use stranded conductors for #10 AWG and larger. Conductors of #12 AWG may be solid or stranded at the contractor's option. 2 _ Minimum power and lighting branch circuit requirement of #12 AWG. Color Coding 1. Color code wire in accordance with the coding shown below: 208Y/120V 480Y/277V A Phase (Left bus in panel): Black Brown B Phase (Center bus in panel) Red Orange C Phase (Right bus in panel) Blue Yellow Neutral White Gray Equipment Ground Green Green 2. If large conductors cannot be purchased with the correct insulation color, color code the conductors with wire and cable markers of the appropriate color. Complete encirde the conductor with color coding tape for a minimum length of 6 inches at all accessible locations. C. • Installation 1. Utilize type THHN /THWN wire for all power, lighting circuits except where the ambient temperature is below 0 °C, use Type XHHW installation. 2. Install all wiring in a raceway system unless otherwise specified. 3. Install wire only after mechanical work likely to damage wire has been completed. 4. Pull all conductors into a common raceway simultaneously. 5. Use suitable wire pulling lubricant for building wire 4 AWG and larger. 6. Neatly train and lace wiring inside boxes, equipment and panelboards. 7. Conductors from one system shall not be intermixed in the same raceway as another system unless shown otherwise. Examples of circuits not be to be intermixed are WIRE & CABLE 16120 -3 SOUTHCENTER MALL RENOVATION 3.2 Remote Control & Signal Circuits A. Sizing - #16 AWG minimum. Installation: 1. Install cables in raceways and cable rings. 2. Provide protection for exposed cables where subject to damage. 3. Support cables above accessible ceilings; do not rest on ceiling tiles. 4. Use suitable cable fittings and connectors. 3.3 Splices, Connectors & Terminals Splices 1. Do not make splices without the approval of the engineer. 2. Splice wires and cables only in accessible locations such as within junction boxes. 3. Make splices to carry full capacity of conductors with no perceptible temperature rise. Connectors C. Terminals 480Y/277 with 208Y/120 volt circuits, emergency power, line voltage circuits with low voltage wiring, etc. 1. Except where equipment is furnished with bolted or screw type lug, use compression set pressure connectors with insulating covers. Use compression tools and die compatible with the connectors being installed. 2 Use bolt or compression -set type with application of insulating tape, pre - stretched or heat shrinkable insulating tubing for splices and taps of #8 AWG copper conductors and larger. 3. Torque conductor connections to manufacturer's recommended values. 4. Use pre - insulated "twist-on" connectors with integral spring for splices and taps of #10 AWG copper conductors and smaller. 1. Insulate ends of spare conductors with electrical tape and identify spare circuit number where appropriate. 2. Eye type crimped terminal for removable screw type terminal. Forked torque terminal when screw terminal cannot be removed. 3. Train wires to eliminate fanning of stands, crimp with proper tool and die. 4. Torque screw termination per manufacturer's recommended values. WIRE & CABLE 16120 -4 UTHCENTER *II, RENOVATION: WIRE & CABLE Cable ties; neatly bundle conductors and cables together for support. Size cable ties ...'suffidentlY to accommodate the multiple cables,beirig supported.' •' . .„ 16120-5 SOUTHCENTER MALL RENOVATION SECTION 16130 - OUTLET, JUNCTION AND PULL BOXES PART 1- GENERAL 1.1 Description Provide outlet, junction and pull boxes as required to enclose devices, permit pulling conductors and for wire splices and branches. PART 2 - PRODUCTS 2.1 Interior Wiring A. General. Outlet and pull boxes shall be pressed steel, zinc coated with plaster ring where applicable. Large junction and pull boxes shall be sized per NEC and fabricated sheet steel, zinc coated or baked enamel finish, with return flange and screw retained cover. B. Concrete and Topping Slab: Boxes for casting in concrete or topping slab shall be specifically designed for that purpose. Boxes shall be wet /damp label and UL listed 514A as suitable for said application. See drawings for description of new floorbox equipment. 2.2 Exterior Wiring A. Above Grade: Outlet and junction boxes shall be cast or malleable iron or shall be cast of corrosion resistant alloy, complete with conduit hubs, compatible with raceway to which it is connected. Pull boxes shall be fabricated of heavy gauge steel and hot dipped galvanized complete with malleable iron hubs. All boxes shall be labeled for damp or wet locations as applicable. PART 3 - EXECUTION 3.1 Anchoring All boxes shall be firmly anchored directly or with concealed bracing to building studs or joists. Boxes must be so attached that they will not "rock" or "shift" when devices are operated. 3.2 Flush Mounting A. All boxes shall have front edge (box or plaster ring) even with the finished surface of the wall or ceiling, except for those mounted above accessible ceilings or where drawings indicate surface mounting is permitted. B. Flush mounted boxes on opposite sides of a common wall shall not be mounted back -to -back. Provide 0' -6" minimum horizontal separation between closest edges of the boxes. Option: Use other sound proofing method acceptable to Architect. 3.3 Electrical Outlets A. General: Coordinate the work of this Section with the work of other Sections and trades. Study all drawings that form a part of this contract and confer with the various trades involved to eliminate conflicts between the work of this Section and the work of other trades. Check and verify outlet locations indicated on Architectural drawings, door swings, installation details and layouts of suspended ceilings and locations of all plumbing, heating and ventilating equipment. OUTLET, JUNCTION AND PULL BOXES 16130 -1 SOUTHCENTER MALL RENOVATION B. Centered on Built -In Work: In the case of doors, cabinets, recesses or similar features, or where outlets are centered between two such features, such as between a door jamb and a cabinet, make these outlet locations exact. Relocate any outlets which are located off center. C. Vertical and Horizontal Relationships: Where more than one outlet is shown or specified to be at the same elevation or one above the other, align them exactly on center lines horizontally or vertically. Relocate as directed all such outlets (including lighting, receptacle, power, signal and thermostat outlets) which are not so installed, at no additional cost to Owner. D. Device Outlet Height: Measure from the finished floor to the center line, unless otherwise noted. Switches 4 feet, set vertically Receptades 18 inches, set vertically or as indicated. Other As noted or as directed by Architect. E. Ceiling Location: For acoustical material locate outlet either at the corner joint or in the center of a panel, whichever is closer to the normal spacing. Locate all outlets in the same room in same panel position. F. Floor boxes: All floor boxes shall be set flush and level to finish tile work. Provide extension rings as required and make all final adjustments prior to casting in place. 3.4 Connection To Equipment For equipment furnished under this or other Divisions of the specifications, or by others; provide outlet boxes of sizes and at locations necessary to serve such equipment and provide final connections to all equipment. Outlet box required if equipment has pigtail wires for external connection, does not have space to accommodate circuit wiring or requires a wire with insulation rating different from circuit wiring used. Study equipment details to assure proper coordination. 3.5 Blank Covers Provide blank covers or plates over all boxes that do not contain devices or are not covered by equipment. 3.6 Device Boxes Containing Emergency And Normal Devices Permitted only with steel barrier manufactured especially for the purpose of dividing the box into two completely separate compartments. 3.7 Device Boxes Containing Multiple Devices And Wiring Rated Over 150 Volts To Ground And Over 300 Volts Between Conductors Permitted only with steel barrier manufactured especially for the purpose of dividing the box into separate compartments for each device having exposed live parts. 3.8 Junction Or Pull Boxes A. Pull and junction boxes shall be installed as shown, or as necessary to facilitate pulling of wire and to limit the number of bends within code requirements. Boxes shall be permanently accessible and shall be placed only at locations approved by the Architect. OUTLET, JUNCTION AND PULL BOXES 16130 - 2 END OF SECTION V LITHCENT'Eli MALL'RENOVATION2 : . . • Conductors from one system shall not be intermixed in same junction box or pull box as another system unless shown or specifically authorized otherwise. • • '• . • • " • , „ , .„ • ' • ,, • • „ - „ „ , • • „ •. The drawings do not necessarily show every pull or junction box required. The Contractor shall add all boxes required. OUTLET, JUNCTION AND PULL BOXES 16130 - 3 SOUTHCENTER MALL RENOVATIONS SECTION 16140 - SWITCHES AND RECEPTACLES B. Interchangeable type rated same. 2.4 Receptacles 2.5 Device Plates PART 1- GENERAL 1.1 Description Provide wiring devices and plates complete and fully operational. PART 2 - PRODUCTS 2.1 Manufacturer Product of nationally recognized manufacturer regularly engaged in manufacturing such products. 2.2 Color A. Ivory material for switch handles and receptade faces. B. Plates specified below and as noted. 2.3 Switches A. Specification Grade, Federal Specification WS -896, back and side wired, rated 277 volt, 20 amp. Single pole, double pole, keyed, 3- way, pilot light, locking type or as required or as noted. Provide matching styles and color in other devices as required for the conditions of installation. Arrow Hart 1991 -I, Bryant 4901 -I, Eagle 2221V, General Electric GE 5951 -2G, Hubbell HBL1221- I, Leviton 1221 -I, or Pass & Seymour 20AC1. Keyed switches to utilize Pass & Seymour 500K key only. C. Momentary Contact Line Voltage Switches: Single pole, double throw, 3 -wire, spring return to open. Rating same as above. A. Specification Grade, Federal Specification WC -596F, back and side wired, duplex NEMA 5 -15R configuration (15 amp, 120V), nylon face, unless shown otherwise. Arrow Hart 5252 -I, Bryant 5252 -I, Eagle 5252V, General Electric GE 5252 -2, Hubbell 5252 -I, Leviton 5252 -I, or Pass & Seymour 5252 -I. All dedicated equipment receptacles shall be NEMA -5 -20R configuration (20 amp, 120V). B. Ground Fault Circuit Interrupter (GFCI or GFI) Receptacle: Specification Grade, NEMA 5 -15R configuration, duplex receptacle with 4 -6 milliamps leakage current trip level. Ivory color. Arrow Hart GF- 5242 -I, General Electric GF 5342 -2, Hubbell GF- 5252 -I, Leviton 6599 -I, or Pass & Seymour 1591 -SI. A. Plastic. Match device color. Attachment screws shall match plate finish. B. Exterior: Bell #RCH1 -GFR or Pass & Seymour 4511, Hubbell CWP26H, (horizontal mounting) for 15A and 20A duplex receptacles. Where horizontal mounting is not possible provide Bell SWITCHES AND RECEPTACLES 16140 -1 a SOUTHCENTER MALL RENOVATIONS 3 4 • • Receptacles SWITCHES AND RECEPTACLES END OF SECTION • #RCV1-GFR, Pass & Seymour 4512, or Hubbell WP26. For receptacles other. than 15A and 20A provide weatherproof cover to match receptacle. • PART 3- EXECUTION 3.1 Mounting Rigidly fasten (without play) outlet boxes and devices at proper position with wall to bring receptacle flush with plate or switch handle the proper distance through plate. Align devices and plates plumb. Plates over tightened so corners have play not acceptable. 3.2 - Orientation Set switches with handle operating vertically, up position "ON". Set receptacles vertically with ground pin up or when construction requires horizontal mounting ground pin left. 3.3 Device Plates A. Provide for wiring devices. Plate to cover cutout for device outlet box. For remodel projects or for additions to existing construction provide new plates on existing outlet boxes unless the existing plate matches new plates in construction and appearance. Provide weatherproof, GFCI receptade within 25'-0" of each roof mounted mechanical equipment, for all outdoor receptades and other locations shown on the drawings. 16140 - 2 Provide GFI receptacles at all floor box locations. Provide 20 amp receptacles on dedicated 20 amp circuits. Provide 15 amp receptades in all other locations. SOUTHCENTER MALL RENOVATION SECTION 16160 - MOTROL CONTROLLERS PART 1- GENERAL 1.1 Description A. Scope of work under this Section includes all requirements for motor controllers (starters); to be provided and /or installed under this contract. Motor controls shall conform to NEMA standards for each specific purpose and be U.L. listed. B. The Contractor performing the Division 16 work shall furnish motor controllers for all motors shown unless the controllers are included with the equipment furnished under other divisions of these specifications. The contractor performing the Division 16 work shall install all motor controllers including all controllers not factory assembled into equipment furnished under other divisions of these specifications or by Owner. All motors and motor controllers shall be complete and fully operational upon completion of the project. 1.2 Motor Voltage Information Voltages available are 208 and 480 volt three phase; or 120, 208 and 277 volt single phase. Circuits are designed (in general) for motors with voltage ratings as follows: Smaller than 1/2 HP -115 volts, single phase. 1/2 HP and larger - 200 or 460 volts, three phase. Obtain submittals and shop drawings and verify motor sizes and voltages provided under other Divisions prior to commencing work. PART 2 - PRODUCTS 2.1 Motor Starters A. Magnetic motor starters: Shall conform to or contain items called for below and unless noted otherwise, shall be full voltage non - reversing for NEMA size 3 and under. No starters smaller than NEMA size 0 and no half size starters are permitted. Contractor is responsible for coordination. Conductors and terminations shall conform with 16120. B. Overload devices: Shall be melting alloy or bimetallic type. One overload shall be provided for each phase. Provisions shall be made for resetting the overload devices from outside the starter enclosure. Provide ambient compensated overload devices only when the motor is at a constant temperature and the controller is subject to a separate, varying temperature. Automatic reset overload devices are not permitted. C. Accessories: Each magnetic motor controller shall include phase loss protector, "HAND-OFF - AUTO" selector switch, 120 volt coil (unless noted otherwise), red running pilot light, green off pilot light, 100VA (minimum) control transformer (except for 115 volt motors), with fused primary and secondary, two spare auxiliary interlock contacts and all other accessories required or noted. D. Enclosures: All motor controllers shall be contained in an enclosure suitable for the environment in which the controller is mounted. Shall be NEMA 3R when exposed to weather. Other enclosures shall be per code or as noted. MOTOR CONTROLLERS 16160 -1 c. SOUTHCENTER MALL RENOVATION E. Combirtation motor controller: Shall be fused switch type (Class RK5), or motor circuit protector type rated for 10,000 RMS A.I.C. minimum unless noted otherwise and containing all accessories as listed above. If externally powered control circuits are used, provide an auxiliary switch on the disconnect switch or protector and fuse in lieu of the control transformer. Switch or protector shall be capable of being padlocked in the off position. Manual Starters: Shall be toggle switch type, lockable in the "off" position, with overload relays, • pilot light and endosure per above. 2.2 Manufacturer Allen Bradley, General Electric, Square D, Cutler Hammer. 23 Nameplates Provide engraved phenolic nameplates per Section 16040. Permanently attach (with mechanical fasteners) on each controller, nameplates with the following information: load and area served, voltage, phase and (when applicable) fuse size and type. PART 3- EXECUTION 3.1 Wiring Wiring shall conform to applicable sections of these specifications. Provide wiring from branch circuit overcurrent device to motor controller to motor terminals, including installation of starter and all connections. Motor controllers provided under Division 16 shall be combination type. Where starters furnished under other Divisions of the specification or by Owner do not indude an integral disconnect switch, a separately mounted disconnect switch shall be provided. Provide raceway and conductors as shown for remote control, or interlock connections. Coordinate other control wiring with Division 15 of the Specifications. Provide overload elements in controllers sized to match motor nameplate full load amperes. Space within controllers shall not be used as a junction box. 3.2 Supports Securely mount to equipment, wall or acceptable mounting frame suitable to withstand earthquake forces. Controllers supported only by raceways are not acceptable. END OF SECTION MOTOR CONTROLLERS 16160 -2 SOUTHCENTER MALL RENOVATION SECTION 16170 - DISCONNECTS AND FUSED SWITCHES PART 1- GENERAL 1.1 Description Provide all disconnects, fused and unfused, required by code for equipment furnished under this and other Divisions of these specifications and by Owner. PART 2 - PRODUCTS 2.1 Disconnects A. Switch shall be heavy duty type, shall be quick -make, quick -break and shall be horsepower rated. Exception: Toggle switches with padlocking provisions are acceptable when applied within their rating. Switch shall have blades as required to open all ungrounded conductors and shall be single throw unless noted. Conductors and terminations shall conform with 16120. 3.1 Wiring Enclosure shall have interlocking cover to prevent opening door or removal when switch is closed. Door interlocks shall include a defeating scheme. Shall be padlockable in the "off" position. C Enclosure shall be suitable for the environment in which mounted. Shall be NEMA 3R when exposed to weather. Other enclosures shall be per code or as noted. 2.2 Fused Switches (Or Fused Disconnects) Shall be as above with addition of fuse space and clips to accept only Class R fuses. 2.3 Manufacturer General Electric, Square D, Gould -ITE, GTE Sylvania, Cutler Hammer. 2.4 Nameplates Provide engraved phenolic nameplates per Section 16040. Permanently attach (with mechanical fasteners) on each a nameplate with the following information: load and area served, voltage and phase and (when applicable) fuse size and type. PART 3 - EXECUTION Wiring shall conform to applicable sections of these specifications. Location of motor disconnects shall be per code. 3.2 Supports Securely mount to equipment, wall or acceptable mounting frame. Disconnects supported only by raceway are not acceptable. DISCONNECTS AND FUSED SWITCHENS 16170 -1 a DISCONNECTS AND FUSED SWITCHENS 16170 - 2 • " • „ • . SOUTHCENTER MALL RENOVATION SECTION 16180 - FUSES PART 1- GENERAL 1.1 Description • Provide fuses sized per code as required for systems to be complete and fully operational. .. , PART 2- PRODUCTS Fuses • Current limiting, U.L. Class R rejection type or Class L unless noted otherwise. • 600 Amp and less: Class RK1 except motor circuits Class RK5. Over 600 Amp: Class L. D. Manufacturer: Bussmann, Gould, Littelfuse. • 2.2 Spare Fuses FUSES Install in fusible devices. Spare Fuse Cabinet Locate as noted on drawings. • • • Provide 10% spare fuses, but not less than three (3) of any one size and type. PART 3- EXECUTION 3.1 Fuses 16180 - 1 SOUTHCENTER MALL RENOVATION SECTION 16450 - GROUNDING PART 1- GENERAL 1.1 Description Grounding systems shall be provided for equipment grounds and bonding as required by code. PART 2 - PRODUCTS 2.1 Grounding Conductors And Connectors Copper only, sized per code. Bare or green insulated in sizes #10 AWG or larger. Green insulated for size #12 AWG. PART 3 - EXECUTION 3.1 Grounding, General Provide all grounding for electrical systems and equipment as required by codes and as specified herein. 3.2 Size of Ground Wire As required by National Electrical Code. Where ground wire is exposed to physical damage protect with rigid non - ferrous conduit as permitted by applicable code. 3.3 Connection to the Power Ground Bus A. Provide connections in accordance with the codes; including but not limited to: 1. Raceway system 2. Electrically operated equipment and devices. B. No device or equipment shall be connected for electrical service which has a neutral conductor connected to a grounding conductor or to the frame within the device or equipment. 3.4 Method of Connections Make all ground connections and ground cable splices by thermal welding or copper compression set type connectors U.L. listed for grounding purposes. Grounding lugs, where provided as standard manufacturer's items on equipment furnished, may be used. 3.5 Expansion Fittings 3.6 Testing In conduit runs requiring an expansion fitting, a bonding jumper shall be installed around the fitting to maintain continuous ground continuity. Conform to Section 16030, GROUNDING 16450 -1 UTHCENTER MALL RENOVATION P rovide insulated grounding bushing on service and feeder raceways at panelboards an switchboards. Provide ground conductor sized per code to ground bus. • G round cables crossing expansion joints or similar separations m structures or paved areas sh be protected from damage by means of suitable approved devices or methods of installation which will provide the necessary slack in the cable across the joint to permit movement Stranded or other approved flexible copper rumor jumper shall be used across such separations. R aceway Bushings GROUNDING 16450 - 2 SOUTHCENTER MALL RENOVATION PART 1- GENERAL 1.1 SUMMARY A. Provide lighting system complete and fully operational. B. Substitutions: 1. Bidders requesting approval to provide products other than those specifically listed in the Light Fixture Schedule shall submit requests in writing to the Architect and Lighting Designer ten days prior to the dose of the bid period. Approval will be in the form of an addendum to the specifications issued to all registered plan holders. No requests for substitution will be considered after this date. 2. Substitution request shall indude all information under paragraph 1.4 SUBMITTALS. Requests for approval shall be accompanied by a working fixture sample (including lamps and a cord and plug). Provide the name of at least one installation where each proposed substitute has been installed for at least six months along with the name and phone number of the Architect, Owner's representative and the Lighting Designer of Record. If required by the Lighting Designer, the proposed substitutes must be installed at the bidders expense in a location selected by the Architect. 1.2 REFERENCES A. National Electrical Manufacturer's Association (NEMA)LE5 -1993: Procedure for determining Luminaire efficiency ratings. B. Underwriters Laboratories, Inc. (UL): 1 UL 542: Lampholders, Starter Holders for Fluorescent Lamps 2. UL 924: Emergency Lighting and Power Equipment 3. UL 935: Fluorescent Lamp Ballasts 4. UL 1029: HID Lamp Ballasts 5. UL 1570: Fluorescent Lighting Fixtures 6. UL 1572: High Intensity Discharge Lighting Fixtures 1.3 SYSTEM DESCRIPTION A. Light fixture schedule series numbers are a design series reference and do not necessarily represent the exact catalog number, size, voltage, wattage, type of lamp, ballast, finish trim, ceiling type, mounting hardware, ceiling trim or special requirements as specified hereinafter or as required by the particular installations. Provide complete fixtures to correspond with the number of lamps, wattage and /or size specified. B. Light fixture voltage shall match voltage of circuit serving the light fixture. LIGHTING 16500 -1 SOUTHCENTER MALL RENOVATION 1.4 SUBMITTALS A. For standard catalog items provide original product sheets, neatly and dearly marked to indicate light fixture, ballasts and lamps fully comply with contract documents. Include photometric report by an independent certified testing laboratory when required in fixture schedule. Manufacturer's test report is not acceptable. Submittals shall have fixture types and project name clearly indicated and shall be prepared by the authorized manufacturer's representative serving the project area. A list of manufacturer's representatives (including address, telephone and fax numbers) identifying which light fixture types they represent shall be included with submittals. Submittals or requests for prior approvals not meeting these requirements will be rejected. C. Product Samples, complete with housing, trim with 8' cord, plug, and specified lamp shall be submitted if requested. 1.5 QUALITY ASSURANCE A. All fixtures and components shall be new and listed by Underwriters Laboratories (UL) or other testing lab acceptable to local jurisdiction. 1.6 WARRANTY A. Ballasts: Provide manufacturer's warranty for a period of not less than five years. Warranty shall include parts and labor to replace defective ballasts. B. Exit Signs Utilizing LED Lamp Technology: Provide manufacturer's warranty for a period of not less than five years including parts and labor for full replacement of defective product. 1.7 EXTRA MATERIALS A. Ballasts: Provide one case or 10% (whichever is less) of each type used on the project. Turn over to Owner and obtain signed receipt. B. Lamps: Provide one case or 10% (whichever is less) of each type used on the project. Turn over to Owner and obtain signed receipt. C. Fuses: Provide one case or 10% (whichever is less) of each type used on the project. Turn over to Owner and obtain signed receipt. D. Adjustable Accent Lights (track, recessed or surface mounted): Provide additional lenses, color filters and other accessories to be used during final focusing, as follows: 1. 20% or one case (whichever is less) of each lamp type (type, beam spreads, and wattages to be determined by the lighting designer). A spot and a flood lamp of the same wattage are considered to be two different lamp types. 2. 10% or one dozen each, (whichever is less) lenses, color filters and louvers (to be determined by the lighting designer). LIGHTING 16500 - 2 c SOUTHCENTER MALL RENOVATION PART 2 - PRODUCTS 2.1 GENERAL MATERIAL REQUIREMENTS A. Interior Light Fixtures: Finish ferrous mounting hardware and accessories to prevent corrosion and discoloration to adjacent materials. B. For weatherproof or vaportight installations, painted finishes of fixtures and accessories shall be weather resistant enamel using proper primers or galvanized and bonderized epoxy, so that the entire assembly is completely corrosion resistant for the service intended. Where aluminum parts come into contact with bronze or steel parts, apply a coating material to both surfaces to prevent corrosion. C. Fixtures shall be free of light leaks and designed to provide sufficient ventilation of lamps to provide the photometric performance required. Ballasts and transformers shall be adequately vented. D. All sheet metal work shall be free from tool marks and dents and shall have accurate angles bent as sharp as compatible with the gauges of the required metal. Intersections and joints shall be formed true and of adequate strength and structural rigidity to prevent any distortion after assembly. Finish exposed edges so no sharp or ragged edges are exposed. All miters shall be in accurate alignment with abutting intersecting members. E. Lampholders shall hold lamps securely against normal vibrations and maintenance handling. F. Reflector Cones: 1. Provide minimum 45° lamp and lamp image cut -off for all vertically mounted lamps. For horizontal lamps provide minimum 33° cut -off. There shall be no visible lamp flashing in the cone. 2. Plastic materials shall not be used for reflector cones, unless noted otherwise in the Light Fixture Schedule. 3. Reflector cones shall not be riveted or welded to housing and shall be removable without tools. Retention devices shall not deform the cone in any manner. Trim shall be flush with finished ceiling without gaps or light leaks. Where the flange trim is separate from the cone, it shall have the same finish as the cone. 4. Reflector cones shall be of uniform gauge, not less than 0.032 -inch thick, high purity aluminum Alcoa 3002 alloy, free of spin marks or other defects. 5. Manufacture reflector under the Alzak process. Refer to fixture schedule for cone color and specular or diffuse finish requirements. For fixtures using compact fluorescent lamps, provide additional finish equivalent to Color -Chek that eliminates iridescence. Submit one sample of each cone type for review when required in the fixture schedule. G. Fresnel Lens and Door Assembly: 1. Lens shall have uniform brightness throughout the entire visible area at angles from 45° to 90° from vertical, without bright spots or striations. LIGHTING 16500 - 3 SOUTHCENTER MALL RENOVATION 2. Lens shall have opaque risers painted neutral gray unless otherwise specified in the Light Fixture Schedule. 3. Finish of regress door shall be matte baked enamel paint in color as selected by the Architect. Light fixtures containing lamps which require protective shielding shall have tempered glass lens. I. For adjustable fixtures, provide positive locking devices to fix aiming angle. Fixture shall be capable of being relamped without adjusting aiming angle. J. Fixtures recessed in suspended ceilings where the space above the ceiling is either an air supply or return plenum shall conform with NEC Article 300 -22. K. Safety: Provide safety devices for removable fixture elements (cones, reflectors, lenses, etc.) to support removable elements when not in normal operating position. Safety devices shall be detachable if necessary and shall not interfere with fixture performance, maintenance or the seating of any fixture element, and not be visible during normal fixture operation. L. Exterior Fixtures: 1. Painted surfaces shall have an outdoor life expectancy of not less than 20 years without any visible rust or corrosion. 2. All diffusing materials shall be UV stabilized. 3. Finish colors shall be as specified. 2.2 FLUORESCENT FIXTURES A. Housing: Minimum code gauge steel or rigid aluminum construction painted after fabrication with high reflectance white paint (min. 89%). B. Light Shields: 1. Eggcrate Louvers: Aluminum (unless noted otherwise) continuously bound in a perimeter channel frame. Frame, louver and support shall be painted color as selected by Architect. 2. Clear Patterned Lenses: Injection molded 100% virgin acrylic. For Lenses with a male pattern of prisms or cones, specified minimum thickness refers to distance from flat surface to base of pyramids or cones, or to thickness of undisturbed material. For lenses with female pattern, specified minimum thickness refers to overall thickness of material. Lenses shall fully eliminate lamp image when viewed from all directions between 45 -90° from vertical. From 0-45° the ratio of maximum brightness (under a lamp) to minimum brightness (mid -point between lamps) shall not exceed 3:1. Minimum thickness shall not be less than 0.125" with a minimum weight of 8 ounces per square foot. C. Frames: Supply concealed hinges and latching. Provide mitered corners with no gaps or light leaks. LIGHTING 16500 - 4 SOUTHCENTER MALL RENOVATION D. Lamp Mounting: 2.3 HIGH INTENSITY DISCHARGE (HID) FIXTURES: 1. Mount lamps used in rapid start circuits 430 ma and below within 1/2" of grounded metal as long as the lamp. For 800 ma and 1500 ma lamps, mount within 1" of grounded metal as long as the lamp. 2. For rapid start circuits using single lamp ballasts, provide one grounding lamp holder per lamp. A. Housing: Minimum code gauge steel, bonderized or equal rust protected or rigid aluminum construction. B. Finish: Visible surfaces. Powder coated paint unless otherwise specified. Color and finish as selected by architect. Concealed parts, (lamp holders, yokes, brackets, etc.) matte black. Lamp Holder Housing: Cast aluminum with integral heat radiating fins to assure cool lamp base operation. 2.4 WIRING A. All wiring shall be as required by code for fixture wiring. B. All flexible cord wiring between fixture components or to electrical receptacle and not in wireways shall have a minimum temperature rating of 105 °C. C. Cords shall be fitted with proper strain reliefs and watertight entries where required by application. D. No internal wiring shall be visible at normal viewing angles, i.e. above 45° from vertical. E. Master Slave Fixtures: Supply ballasts in adjacent fixtures to operate one or more lamps in the adjacent fixture where required in Drawings or Light Fixture Schedule. For single lamp fixtures, provide a two -lamp ballast for two adjacent fixtures. For three -lamp fixtures, provide one two - lamp ballast for the outboard lamps in each fixture and an additional two -lamp ballast for the center lamp in each of two adjacent fixtures. F. Tandem Wired Fixtures: For fixtures in continuous rows and where required in Drawings or Light Fixture Schedule, supply ballasts and wiring to control all top or inboard lamps together and control all bottom or outboard lamps together. G. Provide #14 AWG, 3 -wire flexible conduit connections (whips) for dual level switching as shown on Drawings for light fixtures recessed in accessible suspended ceilings. Provide 3 -wire whips for all dual level switching. Wire count on wire whips is not shown on Drawings and shall be the responsibility of the Contractor to provide proper wire count for the lighting control as shown on Drawings. 2.5 BALLASTS A. Fluorescent General Requirements LIGHTING 16500 - 5 SOUTHCENTER MALL RENOVATION 1. All lamps shall be operated on the type of circuit the lamp was designed for (preheat, rapid start, instant start, etc.). T8 lamps shall be operated on rapid start ballasts only. Ballasts shall provide normal rated lamp life as stated by lamp manufacturers. 2. Ballasts shall be HPF (greater than 90 %), UL listed, and ETL certified. Magnetic ballasts shall be CBM certified. For projects applying for utility funding, ballasts shall meet utility requirements. Provide ballasts with thermal protection unless otherwise specified. Ballasts shall be Class P. 3. Confirm voltage requirements with Electrical Drawings. Ballasts shall operate lamps correctly within +/ -10% voltage variation without damaging ballasts. Ratings: 1. "A" sound rating for 430 ma and 265 ma 2. "B" sound rating for 800 ma 3. "C" sound rating for 1500 ma Low temperature and /or outdoor application: Provide ballasts suitable for low starting temperature where light fixture is located outdoors, in freezer or refrigerator or other location where ambient air temperature will be below 50 degrees F. Magnetic Fluorescent Ballasts: In addition to the general requirements, provide magnetic ballasts where required in the Light Fixture Schedule'as follows: 1. Energy saving type with a ballast factor not less than 95%. 2. Each ballast individually protected by an in -line GMF fuse in a Bussman type HLR fuseholder. 3: Manufacturers: Advance, Magnatek, Valmont or Robertson or as specifically noted in the Light Fixture Schedule. Electronic Fluorescent Ballasts: In addition to the general requirements, provide electronic ballasts where required in the Light Fixture Schedule as follows: 1. Ballasts in conformance with the following regulatory requirements: a. EMI and RFI limits set by the FCC (CFR47, Part 18 and FCC Part 18, 15j), IEEE Publication 587, Category A (transients). b. Minimum efficiency standards of Public Law 100 -357. c. Starting sequence consistent with ANSI Standard C82.1 -1993. 2. Reduced light output ballasts (ballast factors below 87%) are not acceptable except as noted otherwise in the Light Fixture Schedule. 3. Total harmonic distortion shall be less than 15% of the input current. Current crest factor shall be less than 1.7. Operating frequency shall be between 25 and 60 kHz with no visible flicker. LIGHTING 16500 - 6 SOUTHCENTER MALL RENOVATION 4. Ballasts shall operate in ambient temperatures up to 105 °F (40 °C). 5 Rapid start ballasts shall be wired in series (or m parallel if manufactured accordingly). 6. Manufacturers: EBT, Magnatek, MT1, Motorola (General Electric), Valmont. High Intensity Discharge: 1. HPF type (minimum power factor 90%). 2. Sound Rating: "low noise "or "extra quiet ". 3. Each ballast shall be individually protected by an in -line fuse in a Bussman fuseholder type HLR for 120 and 277 volt, type HEX for 208, 240 and 480 volt. Metal Halide: Constant Wattage Autotransformer (CWA) except for lamps below 175 watts without ignitors where high resistance auto transformer will be acceptable. Use Advance Transformer "Smart Cap" ballast where required by lamp selection. Electronic ballasts are acceptable where available. 5. High Pressure Sodium: Magnetic regulator or constant wattage ballast. Electronic ballasts where required by lamp selection. 6. Acceptable Manufacturers: Valmont, Osram Sylvania, Holophane, Jefferson, Advance, Universal. 2.6 LAMPS A. Each lamp type in the Project shall be manufactured by the same manufacturer. B. Fluorescent: 1. Medium Bi -pin, T8 rapid start, T12, compact TT and DTT; 3500K color temperature and 80+ Color Rendering Index (CRI) unless otherwise noted. 2. Manufacturers: General Electric, Philips, Osram Sylvania or as noted in the Light Fixture Schedule. C. High Intensity Discharge Type 1. For indoor applications provide color corrected HPS (minimum 65 CRI) or color corrected metal halide (Minimum CRI 65). For exterior applications provide dear metal halide or high pressure sodium unless specified otherwise. 2. Refer to fixture schedule for specific metal halide and high pressure sodium lamps required. Mercury Vapor shall not be used. 3. Acceptable manufacturers: General Electric, Osram Sylvania, Philips, Venture or as I noted in the Light Fixture Schedule. 2.7 SOCKETS LIGHTING 16500 - 7 SOUTHCENTER MALL RENOVATION A. Incandescent: Porcelain for medium or mogul screw base. For other lamp types, as required by base type. B. Fluorescent: Suitable for lamp and ballast type employed. C. H.I.D.: Porcelain for mogul or medium base lamps, pulse rated as required. Keyed for all position oriented lamps. For other lamp types, as required by base type. PART 3 EXECUTION 3.1 LIGHTING FIXTURES, GENERAL A. Provide mounting accessories and trims as required and ceiling construction types shown in Finish Schedule and on Drawings. B. Verify weight and mounting method of all fixtures and provide suitable supports. Fixture mounting assemblies shall comply with all local seismic codes and regulations. C. Refer to architectural reflected ceiling plans for coordination of lighting fixture locations with mechanical and fire safety equipment. Where conflicts occur, coordinate with Architect prior to installing any of the systems. D. Install fixtures with vent holes free of air blocking obstades. E. Lighting fixtures located in recessed ceilings with a fire resistive rating of 1 -hour or more shall be endosed in an approved fire- resistive rated box equal to that of the ceiling. F. Contractor shall be responsible for adjusting aperture rings on all recessed fixtures to be flush with the finished ceiling. G. For fluorescent lamps operated on dimming ballasts, operate lamps at full output for 100 hours (continuous burn) before dimming. H. Adjust variable position lampholders for proper lamp position prior to fixture installation. I. Blemished, damaged or unsatisfactory fixtures or accessories shall be replaced. J. For pendant mounted fixtures, mounting height is from finished ceiling to top of pendant light fixture. For wall mounted fixtures, center on outlet box unless otherwise noted. Verify mounting provisions and other requirements prior to order of light fixtures and provide as required. K. In accessible suspended ceilings, provide 72" flexible conduit wiring connection (flexible tubing not permitted) from a rigidly supported junction box. L. All finishes shall be unmarred upon project completion. All damaged finishes repaired or replaced. M. Replace all burned out or inoperative lamps at the end of the construction prior to Owner occupancy. 3.2 DIFFUSERS AND ENCLOSURES LIGHTING 16500 - 8 SOUTHCENTER MALL RENOVATION A. Remove protective plastic covers from lighting fixture diffusers only after construction work, painting and dean -up are completed. Remove all dirty lamps, reflectors and diffusers; dean and reinstall. When deaning "Alzak" reflectors, use a manufacturer recommended leaning solution. Reflectors damaged or impregnated with fingerprints shall be replaced at the Contractor's expense. 3.3 ADJUSTMENT OF LIGHT FIXTURES A. Focus all adjustable light fixtures under the direction of the Lighting Designer during a scheduled period of time prior to the completion of the project, after normal business hours if required. Include all equipment and personnel expenses (including overtime) required for adjustment. 3.4 SUPPORT OF INCANDESCENT AND COMPACT FLUORESCENT LIGHT FIXTURES A. Surface or Pendant Type: Attach heavy formed steel straps to the outlet box by means of threaded stems with locknuts, or directly to the outlet box where the light fixture is specifically so designed. B. Recessed Type: Mount in frames suitable for the ceiling, with recessed portion of the fixture securely supported from the ceiling framing. Bottom of light fixture to be flush with adjacent ceiling. Fixture trim shall totally conceal ceiling opening. Provide two #14 earthquake chains or #12 wires when fixture is supported by ceiling suspension system. 3.5 SUPPORT OF FLUORESCENT LIGHT FIXTURES A. Recessed type: For light fixtures supported by the ceiling suspension system, provide four Caddy #515 support dips (one each corner) which lock light fixture to ceiling tees after light fixture is installed. In addition, provide for each light two #14 earthquake chains or #12 wires secured at diagonally opposite fixture corners (for fixtures weighing less than 56 pounds) to structural members above suspended ceiling. For plaster or gypsum board ceilings provide plaster frame compatible with light fixture. Contractor shall coordinate fixture trim with ceiling type. B. Surface Mounted Type: 1. Where mounted on accessible ceilings, support from structural members above ceiling by means of hanger rods through ceiling or as approved. 2. Continuous Runs of Fixtures. Laser sight to assure fixtures are straight when sighting from end to end, regardless of irregularities in the ceiling. Where light fixtures are so installed, omit ornamental ends between sections. C. Pendant Mounted Type: 1. For fixtures with rigid pendants, supply swivel ball aligners at canopy to comply with local seismic requirements. 2. Where suspended from accessible ceiling, support fixture from structural members above ceiling by means of hanger rods through ceiling or as approved. LIGHTING 16500 - 9 Continuous Runs of Light Fixtures: Laser sight to assure fixtures are straight: when sighting from end to end, regardless of irregularities in the ceiling. Where li ght fixtures are so installed, omit ornamental ends between sections SUPPORT OF HIGH INTENSITY DISCHARGE FIXTURES ballasts, isolate ballast from structure. : CEILING LIGHT FIXTURE SUPPORT AS specified for incandescent light fixtures, except provide access as required for ballast. Provide .. earthquake chains when light fixture is supported by the ceiling suspension system. For remote Where ceiling is of insufficient strength to support weight of lighting fixtures installed, provi additional framing to support as required. END OF SECTION, LIGHTING 16500 -10 SOUTHCENTER MALL RENOVATION SECTION 16471 - PANELBOARDS PART 1- GENERAL 1.1 Description Dead front type, conforming with U.L. 67 and NEMA PB 1.1. PART 2 PRODUCTS 2.1 Manufacturer Square D, GE, Cutler Hammer, Siemens, Westinghouse, IEM. 2.2 Shop Drawings A. Submit for review prior to manufacture. Include complete description, front view, dimensions, device sizes and layout, and ground bus(s). B. Dimensions: Not exceeding dimensions noted or shown. 2.3 Panelboard Type A. Rated at proper voltage and current, bus bars of copper or aluminum, 3 phase, 4 wire, 100 percent neutral, unless noted otherwise. Multiple lugs where conductors in parallel or "feed through" or double lugs are shown. B. Bolted busbar to busbar connections. Conductor connectors to conform with 16120, bolted to busbars using Grade 5 bolts, belleville and flat washers. C. Separate ground bus bonded to panelboard cabinet. 2.4 Circuit Breakers A. U.L. interrupting rating labeled. Ratings as noted. Minimum rating: 208Y/120V Panelboards 10,000 AIC symmetrical 480Y/277V Panelboards 14,000 AIC symmetrical B. Circuit breakers: Conform with UL 489, labeled for 750C conductors. Mount per panel schedules. Pre - threaded, bolt on type. Common trip on multiple pole breakers. Labeled 'SWD' when utilized for switching loads. C. Spares and spaces: Complete for future circuits. Where "Space" is indicated, provide space, bussing, device mounting hardware and steel knockouts in dead front. 2.5 Cabinet And Fronts A. Flush or surface, as noted. Door in Door construction. Tight closing doors without play, when latched. Where two cabinets are located adjacent to each other in finished areas, provide matching trim, same height. Where remote controlled switch or contactor is mounted in panelboard, mount on same frame as panelboard interior, with dedicated key lock access door over. PANELBOARDS 16471 -1 SOUTHCENTER MALL RENOVATION 2.6 Nameplates Nameplates per Section 16040. 2.7 System Of Numbering And Bus Arrangement As noted on Panel Schedules. PART 3 - EXECUTION 3.1 Mounting Firmly anchor cabinets directly or with concealed bracing to building structure, level, 6-6" above finished floor unless otherwise required. When not located directly on wall, provide support frame of formed steel channel anchored to floor and ceiling structure. Install interiors after structure is enclosed. 3.2 Wiring Conform to applicable sections of these specifications and NEMA PB 1.1. Conductors and terminations per 16120. Coverplates in open knockouts. . Fronts: Lifting rest. Door -in -door, hinged at right side in addition to hinged door with flush key lock over dead front. Key identically. Match existing key system where applicable. 3.3 Circuit Index And Labels See Section 16040. Work Clearance 3.4 Verify space available with equipment sizes and code required working clearances prior to submitting shop drawings. 3.5 Grounding Provide per 16450. 3.6 Cabinet Painting Factory finished. 3.7 Feed Through and Double Lugs Provide feeder with amperage equal to incoming feeder to panels and sections fed via feed through or double lugs. 3.8 Dedicated Space Locate in dedicated spaces. Coordinate project construction so piping, ducts, etc. are routed around dedicated spaces above and in front of panelboards per code. END OF SECTION PANELBOARDS 16471- 2 SOUTHCENTER MALL RENOVATION SECTION 16740 - TELEPHONE, COMPUTER RACEWAY SYSTEM PART 1- GENERAL 1.1 Description A. Provide raceway systems for the installation of the telephone and computer wiring by others. Installation shall indude raceways, floor boxes, cover plates and pull cords. Provide a raceway from each telephone /data outlet to accessible ceiling space. Raceways shall terminate in nearest service corridor only. Raceway shall not be terminated in tenant space. Provide raceway sleeves through all fire and smoke separation walls. PART 2 - PRODUCTS 2i Floor Boxes /Covers See drawings for equipment identification. Pull Wire Shall be plastic having not less than 200 -pound tensile strength. Conductors Provided by others. 2.4 Pay Telephone Locations Coordinate installation and termination of raceways with telephone equipment provider. Provide all required hardware as required by manufacturer. PART 3 - EXECUTION 3.1 Raceways Shall conform to specification section 16110 Raceways except that conduit bends shall be long radius. All telephone raceways to be 1" trade size. 3.2 Pull Cords Nylon type, shall be included in all raceways over 10 feet long. Leave not less than 12 inches of slack at each end of the pull wire. END OF SECTION TELEPHONE, COMPUTER RACEWAY SYSTEM 16740 -1 SECTION 16930 -LIGHTING CONTROL EQUIPMENT PART 1- GENERAL 1.1 Description Extend existing lighting control system to control new lighting. System shall be design build by the contractor. There are an estimated 30 lighting control zones. Contractor to field verify existing system and become familiar With mall lighting control schemes prior to bid. Contractor to provide any and all components required and compatible with existing system. All such equipment shall be UL PART 2 - PRODUCTS 2.1 Lighting Contactors and Control Relays A. Contactors: Multipole, mechanically or electrically held as required, rated for operating voltage. Contact rating 20A minimum or as required, with coil dearing contacts. Square D Class 8903. Control relays: Rated 600V, 20A contacts. Square D Class 8501 XMO-40. NEMA 1 endosures and 120V coils unless noted otherwise. PART 3 EXECUTION 3.1 Lighting Controls Mall lighting is controlled by existing contactor and relay cabinets located in the AC houses adjacent to serving panels. Contractor to reuse existing control circuits or supplement with control relays as required to maintain lighting control schemes currently in place. Where new zones are required, existing space contacts are located in the existing lighting control cabinets. Lighting control devices and schemes are not indicated on plans. Contractor is responsible for verifying and coordinating control schemes with owner, architect and lighting designer. LIGHTING CONTROL EQUIPMENT END OF SECTION 16930 - 1 SOUTHCENTER MALL RENOVATION SECTION 16999 - PROJECT CLOSEOUT PART 1- GENERAL 1.1 Description Summary of procedures and requirements for project doseout of electrical portions of work. Conform also with other portions of the Contract Documents. Final payment to Contractor is subject to full completion of this Section. PART 2 PRODUCTS 2.1 Record Drawings Reproducible, Xerox drawings. See 16010, 1.10. 2.2 Electrical Equipment Operation And Maintenance (0 & M) Manuals Hardboard, screw post, imprinted covers. Tabbed dividers between categories. See 16010, 1.11. PART 3 - EXECUTION 3.1 Request For Final Punch List To request a final electrical punch list, forward a letter to Sparling, Inc. stating; "The electrical work on this project is complete, all punch list items to date are complete, items below in Section 16999, 3.02 are complete and the project is ready for final punch list observation ". 3.2 Job Closeout Procedure A. Perform the following procedures for project closeout of electrical portions of work: 1. Perform testing, tests and documentation per 16030. 2. Provide engraved nameplates on electrical. equipment. 3. Refinish electrical equipment finishes which are damaged. 4. Clean up per 16100, 3.05. Clean all parts of lighting fixtures. 5. Color code junction boxes per 16130. 6. Type panel schedules with actual "as- built" circuit descriptions. 7. Number all circuit breakers. 8. Obtain final electrical inspection. Include copies in 0 & M manual. 9. Give written one year warranty in 0 & M per 16010, 1.09. 10. Furnish Record Drawings per 16010, 1.10. Obtain signature on Job Completion Form. 11. Furnish 0 & M Manuals per 16010, 1.11. Obtain signature on Job Completion Form. 12. To request final acceptance of project, fill out Job Completion Form in 16010, 1.13 and forward to Sparling. Note: If inspectors have not signed form, a copy of signed -off permits will suffice. 13. Include with Job Completion Form, a copy of the final punch list with the word "DONE ", and the date and Contractor's initials after each item on the list. END OF SECTION PROJECT CLOSEOUT • 16999 -1 ANDERSEN BJORNSTAD CONSULTING ENGINEERS SEATTLE, WASHINGTON A:: °RAGE, ALASKA PROJECT: SUBJECT: KANE JACOBS • INC. lExpins 10/30/00 • , • , , , • , ' • , , • • ' . • , ' . :,}- • JOB #fi./6■0 BY: RECEIVED APR 011: T 1,4 CENTER PER MIT DATE SHEET # A cli Thw ANDERSEN BJORNSTAD KANE JACOBS • INC. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: f 0'/ / � / reje , Q . ,�I /� SUBJECT: 5�z.,��iwr (ozi,e J,G LeA teas v/_= hi"/> �JO�Gv 4F/e 5R 7 .4/, z 2" Zr / t t. (Z)".404/7/::› / ,&47.0 /,& 71v,e .5 " . 1 - loo 7 -6 1 /- o ff t JOB# BY: Ai- /C -- �Sr -fi I ' �I le 1, ( ( DATE ¢ " -- 17 SHEET # &Gr. h.( 0 A ®J B 3, / r //2 A (r0 161 /%,/ (Pi/ Z l /T 4 f� wt . = A /5 VP—v ° ) (24 s 5 //o/ t', VT See T h 4/) (J(r /(k 4fri C L A Dr/ eio By /fr' 0 8 / 1/., , /4 // - C3, CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA ANDERSEN BJORNSTAD KANE JACOBS • INC. PROJECT: SUBJECT: //,‘4 j zoger.teit I ( t / --/ =-- / /)4/ Az- ehteeit . /44 /65,0 (4) Y47 (3) AWA ec-too, #// /5,f, p< 7/ 334. on S/ )( /. 375 - dal 42ae.e- 1 1 je- 7.44.5 e7 )c, 0,0/2,c) 7 -11 LH_ .1 r A ( JOB* BY: /Joe *// (LAPte p) 7 > DATE SHEET* 2. A cli B r t. t ANDERSEN BJORNSTAD KANE JACOBS • INC. CONSULTING ENGINEERS . SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: rhi • O)7 -/� �r SUBJECT: yIl4/ 7 S • & 4 /WA WA Ajt- /i, yr 7 at .e /coWer< Of z5-7 pl 80,Sf - ,8 I g (. -C �r5wie /ff7 ',/, ✓ s _ fG T (5 ` '� a3 • /f, r e C //171/1/ T �T1�i°i C r =p' =1'T ,fd 1„4 -XdA Di4Fiv/ /W4 4@4'49,f 6 t .,de ware 4,4 -vary hfastic . w��� .711w- 01;zet = 067)(1//)w : o . o74ls/ fr o ithi-/deer._.... :70,/ l'Aitl#& ; ..ve t i a 44 JOB# DATE ¢ -,S -97 BY: 1 /./�.., , SHEET # "3 48( A ©i 8 8z = (6,7)(/) Ye. r L �K L L i ANDERSEN BJORNSTAD KANE JACOBS • INC. 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CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: SUBJECT: P2f/lGe . .4 /eAAt7,a'/l r� `i-93 yc.. t c/c 4 '1 $ ////r / _ /S 0 -ei* /6*)(6 7.s /2 / d eC //6,3,4) -; i ' r . • v 51 r . ► : s� -�C_� JOB # DATE BY: /1 # SHEET # / /vr to/1-P _ 2-c; 7r-0i /i r 5 2 = �G / = re �Sx 6) - 1 0 3 5 q) '" 20 -zi/ 3y 11.o../ Gad i t F;i w/G r ?-6 7 v. 1 1 A ©J B C PROJECT: , � / r r /T / �,/ / / id ...4e JOB # / ie ,' f SUBJECT: 9 y,(ilil (v 6, - 11127 rej /a47 /3.&-A-015 it(e 4 71Ae /3,(FA` If//e c ANDERSEN BJORNSTAD KANE JACOBS.• INC. • CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA /. %AO /,vC /e / 2 7 ) e 9 / -r / ;f Gt//5 9,6 DATE BY: `/ rie , SHEET # A A ©i //s', * laBic/d I I•.I.t I • 1_.1_ L L ANDERSEN BJORNSTAD KANE JACOBS • INC. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: SUBJECT: ‘of,7 f /7"ZZ /VALL ,-;4f// 41/ 5'f4A/4-./4wr cz i o . • . ... • • , • ■ • • n. • • • .; • . , . ' . • • • . • • . • , • • . • " • • • • ' • • . 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CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: /)7/1 ..,rF Al 11 SUBJECT: I' • ZO 1 1 tyA‘,ei zs 4 S JOB# BY: -D-dic //1/1 S`�/ y or 0.o 61 DATE SHEET # .,co s (ffete cr (cr/or1- /rrr.44 Oece .Toisr) Zit/ h�.�� ,47m 4.4-, tea, fi ���i� a i i‘Ais fir5r @ 7 v C . f)(, 6ff . , L/ . / 3 3 ¢77 / (SZ - 4 �C ,1y ,e(F : Xyz/‘/ /,T )Vr't ,r/8v,:e3r49/4 , ,wt 44e //f.‘, A- /6* rte' /1.:774 .- , erejul'.4c lid /d4frL pi= ‘74e »,.- I .._ _!_:..__ ..._..I_._ .. L. a A © J L L L L CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA ANDERSEN BJORNSTAD KANE JACOBS • INC. PROJECT: JOB # DATE �/7 �y // �• /14/,(1,1-11.1 //,#4 ` /� SUBJECT: ....5 Ir' f jG,/ BY: #-Je SHEET # 1/ 5S, 57, 67 3 60 e (g) /6HS 3 sr4., f ?)( k//6 )(2(0 1 t_ S, I S w (4 -Pia:- e X _ Adf 4=c -� 1. O`1 Z. P s --7_ / Lst _icor EL. 7y, 3 << H•P /- 7 A B ANDERSEN BJORNSTAD KANE JACOBS • INC. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: 9iarh " it SUBJECT: YL / A f /X//%G //4-e _ 7 4 t20 4R / 1 325 4M :l4,3 fMAW.wt+n'Yrr++.�tAMMaM v. JOB # BY: DATE SHEET # l2 A ©J B 1 y 7 eAr 24 5`15 2(/z) , 7 5 al / ar,.rr-/ 45,9 f '' /hT i'U / , 2. =.1v1-4. 7 `A b( It • . / 7. ) - 5VSY /D• d 77 _ 9 /), > of *04 4Ire w Zyx76' r_ ANDERSEN B)ORNSTAD KANE JACOBS • INC. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: r� r1Ti� /��,r/Tr /�GG JOB # SUBJECT: l 4�i'r 41 /Y 111.1-11._ BY: A"r4 SHEET # l_,',ir ..7,47t- ( 44,+c Z,"it0S , S't4 4, i AEA/ Ex/sr 34 /s r Too ,eX /S pffc�C ,7;/17 7,; ,9f 4 ,2t r / � a't LVACE. 1 v L 3 {T7P I L 1 i 3V <Tif I /al-x2, N.N DATE (/ 1 A ®J B 4395r A/fr x 74 274;4 x Lo�if'T1 /, } 4 1 l al ANDERSEN BJORNSTAD KANE JACOBS • INC. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: ft; Ci ThC6 SUBJECT: 0/S1 40 0 174$ e"A 1 e A - JOB # BY: / 2 tvcr, GoA)c,z &i21 (1 / I /PfP S o( z3:-. a 4 / /er cl t/Ge" C4`e 71 , /it) DATE SHEET # /4 .57 /g/ A cl i B L6. 4/0/4) 045 tAte / a 9. ey .1 zfcr LIS ANDERSEN BJORNSTAD KANE. JACOBS • INC. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: SUBJECT: v/tu I7/1J,0 P' ',9 & 4/e1V 6 4,,m ti 1' Z<(20,/ K /C. ,A 2K /O x s 7 1- 2 DC ( 1 % Z. f 2 (z4, -A .1/ r /d / 3 A L V ci4o 9 % NX JOB# BY: SHEET # (e , gO 6-_) 7 r7 x /9 2 IPK /4 DATE A ®i /776 • .moo f r � 3a - SUBJECT: L L */,•110 1. ANDERSEN WORNSTAD KANE JACOBS • INC. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: 1/ 7r?,/0,i okuP /7 7,L-- /as • z77 /6x JOB * BY: o/e 4'n77- V-PA' 4 7 .(0/ /t. DATE A B SHEET /BY = — e/o< /- 9%1= c zR ANDERSEN BJORNSTAD KANE JACOBS INC. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: 11 SUBJECT: c-- '�CO3P.2 r 0 9 : , 4 2 r , / /7 / 1 7 2 . / v A 2�. r :: /2 r 370 770 / Z/ At< 2 /x/v. /‘ z-� /77 - "60 2 -- rJ f 47'7 oh B -6k g /Pf%/wG- 9' . �J /or, n Zt T 0 -7) ey 2i ///f-g JOB # DATE BY: SHEET # 70, r" A ©i B /7 4-70 �. 9 .:7Z7 477 Soir;t:Mlil.fela;NS...Ailt ANDERSEN BJORNSTAD KANE JACOBS • INC. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: SUBJECT: JOB * BY: DATE SHEET* A [3 B .1- 'Co rx .9Z g z (7) e -0y/ .v L OA- z.1-/ M. __ if° 11 7 L v /e i 1: L 4,-45f 4' -I /?2 77 r 0 f --- L ..............._. /2,,r 1 4- I 1 .....__.2,__ . 1 - - i,- -L---,- : --: - -. --:- ' ._„,....._____-1.7 'ALi. i , 1,:;,H1 -I. I. :j L i I i i NDERSEN BjORNSTAD - KANE':JACOBS • •IN CONS U LTI NO. ENOI N EERS ; SEATTLE, . WAS H I NOTON ANCHORAGE, ALASKA PROJECT: SUBJECT: A.74W1 r L i L L L L L L i i ANDERSEN BJORNSTAD KANE JACOBS • INC. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: SUBJECT: 7'77' e.-v$7.7 i /MIA/ ') o dr,✓ --e ),~ a - 3 oy�� �G7 � , � � , 02 fo-o f e-- JOB # BY: 7 ' " Al / DATE �J SHEET# /CQ A ©i B ; //'/ c 1 ieHO� +�s4 ANDERSEN BJORNSTAD KANE JACOBS • INC. CONSULTING ENGINEERS • SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: SUBJECT: i7 1 cb( /t -‹(/ / D`in vex Aio, z z y rid 2 y g;0 67 6 ' oo A- J70 5A / t JOB # BY: DATE SHEET* 2l A E ©i 4 4: --( 3 -(‘)) /70 z-/?, /6K09 f"(//)-- z ///zz do 0 ,1-74 CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA ANDERSEN BJORNSTAD KANE JACOBS • INC. PROJECT: J0 �y U SUBJECT: _ l f J / 1,* / A9/E'nlidjj PRIA 111 1 L� tx 7 ,r /7t) JOB # BY: 1 s A I �--. 77 • DATE 1/" )/ SHEET # A ©i ✓V'7 v / 3 -�9)) _ r r [ ANDERSEN BJORNSTAD KANE JACOBS • INC.. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: SUBJECT: pee/A) 94) • 0,‹ J .-- pc =., /4 cl—Q1/5 112-- tr 51c- /, JOB* BY: DATE SHEET* 1%e.if 4%, L ANDERSEN BJORNSTAD KANE JACOBS • INC. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: ] tY~O /� SUBJECT: , • /7-,-/?f (i7' 7/7 // /mod p,//= �G /d0 O 780 / a / , � ;O f " ; odd 4e %7? //i /2x 2/ L 4 1 ' G ' o',/,;( if ?,IC (� // 7 z- / )0477 /4.41 --/ 9 JOB # BY: DATE SHEET # Lilo C=am f 7 A © J erc / 26 l ye /PA); iXoeC • PROJECT: SUBJECT: :• 'CONSULTING ENGINEERS . • SEATTLE, WASHINGTON ANCHORAGE, ALASKA • JOB # BY: DATE SHEET # 24"" A I1 J ;044.0.86.4.1 L L L ANDERSEN 13)ORNSTAD KANE JACOBS • INC: CONSULTING ENGINEERS • ' SEATTLE, WASHINGTON ANCHORAGE, 'ALASKA PROJECT: 2 7 SUBJECT: I I rrr .‘•„; Ji; A ti L r. ANDERSEN BJORNSTAD KANE JACOBS • INC. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: SUBJECT: I, / %.f/ j ,v. 0 6 c is Nifh 1701=4 G :. 0 - 7 ?//7 - 2 1- 3/5 1 70 % h u /J I r 1 ,y . ` /f L Y /` 'T-- Y /J s(2 t �' l fs,( Le - s/0 - C,✓ k:- is # = S ,e — ©. 3 ,04 = 72 ic JOB # J' BY: /r SHEET # a.2 DATE A ©i • 1 Print Ttme/Date: 12/04/1999 13:44 Whole Structure e elect - rrtAs5 -- ppOf' • • STAAD/Pro Release 1.6 C ck-'‘ vvecle Andersen Egornstads Kane:JaCobS, Inc.' Software licensed to demo user Job Title SOUTHCENTER MALL Client MITHUN PARTNERS job No 98160 Port MAIN ENTRANCE Ref B y PJK Sheet No 1 D"12-APR-99 Chd File Main Entrance.std I Date/Tim• 12-Ap r- Rev 999 11:45 Print Run 1 of 1 1 L " STAAD/Pro STAAD-III * Revision 2.0 • Proprietary Program of RESEARCH ENGINEERS, Inc. Date= APR 13, 1999 • Time= 15: 6:25 * USER ID Authorized User ************************************************** 1 . STAAD SPACE SOUTHCENTER MALL-MAIN ENTRANCE . START JOB INFORMATION . JOB NAME SOUTHCENTER MALL . 'JOB CLIENT MITHUN PARTNERS 5. JOB NO 98160 6. JOB PART MAIN ENTRANCE 7. ENGINEER NAME PJK 8. ENGINEER DATE 12-APR-99 9. END JOB INFORMATION 10. INPUT WIDTH 79 11. UNIT FEET KIP 12. JOINT COORDINATES 0.000 0.000 14. 2 0.000 • 16.500 3 0.000 28.000 4 0.000 33.000 17. 5 0.000 0.000 18. 0.000 16.500 • 19. 7 0.000 28.000 0.000 33.000 21. 0.000 • 28.000 • 22. 10 0.000 33.000 • 23. 11 • 0.000 33.000 24. • 12 9.000 • 0.000 25. 13 9.000 16.500 26. 14 9.000 • 28.000 27.. 15 9.000 33.000 28. 16 • 9.000 0.000 29. 17 9.000 16.500 30. • 18 9.000 28.000 31. 19 9.000 33.000 32. 20 9.000 28.000 33. 21 9.000 33.000 34. 22 9.000 33.000 35. MEMBER INCIDENCES 36. 1 1 2 37. 2 2 3 38. 3 3 4 39. 4 5 6 • 40. 5 6 7 41. 6 7 8 411■******44 . 0.000 • 0.000 0.600 0.000 24.000 24.000 24.000 24.000 12.000 6.000 18.000 0.000 0.000 0.000 0.000 24.000 24.000 24.000 24.000 12.000 6.000 18.000 55 20. ' 15 . I 21 . . 57 22 19 - 22 L SOUTHCENTER MALL-MAIN ENTRANCE' .45 .: 10 . 16 17 , 46. ' 11 17 18 ' 48 13 3 9 • 10 11 ' .•, „ . • . • • 21 22 13 68. MEMBER PROPERTY AMERICAN 69 . 1 TO 12 TABLE ST TUB1401406 70 . , 13 TO 22 TABLE ST TUB120404 71 . 23 TO 30 TABLE ST TUB80303 72.' 31 32 TABLE. ST TUB2001205 73• UNIT INCHES KIP 74. CONSTANTS 75. E 29000 ALL 76. POISSON 0 . 3 ALL 77. DENSITY 0 . 000283 ALL 78. ALPHA 6.5E-006 ALL 79. BETA 90 MEMB 13 TO 22 80. SUPPORTS 81. 1 5 12 16 PINNED 82. MEMBER RELEASE 83. 1 4 7 10 13 TO 15 17 TO 20 22 START MX MY MZ KFX 0 KFY 0 KFZ 0 84. 3 6 9 12 END MX MY MZ KFX 0 KFY 0 KFZ 0 85. MEMBER TRUSS 86. 23 TO 30 87. UNIT FEET KIP 88. LOAD 1 WIND E-W 89. MEMBER LOAD 90. 1 7 UNI GZ 0.035 0 14 91. 1 7 UNI GZ 0.105 14 92. 2 8 UNI GZ 0.105 0 0.5 93. 2 8 UNI GZ 0.065 .5 94. 3 9 UNI GZ 0.065 95. LOAD 2 WIND N-S 96. MEMBER LOAD 97. 1 4 UNI GX 0.035 0 14 'UNI GX 0.225 10.5 101. 3 6 UNI GX 0.225 • . 102: LOAD '3 SEISMIC ; A 103. J OINT LOAD 164-14 8 15 19 FZ 1.8, 105: LOAD 4 SEISMIC N7S 106. JOINT LOAD 4 8.15 19 FX 1.8" 108. PROBLEM STATISTICS ,.,.NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS ='' 22/ 32/ ORIGINAL/FINAL ElND"NIDTH = 11/ 5 TOTAL PRIMARY LOAD CASES = 4, TOTAL DEGREES.OF4REEDOM = SIZE OF STIFFNESS MATRIX = 3960 DOUBLE PREC::*ORDS • DISK SPACE = 12.07/ 337.8 Ma EXMEM = 1166.0 MB . . . •,:71-+: Stiffness Matrix. 15: 6:27.: ++ Processing Global Stiffness Matrix, 15::6:27 ++ Processing Triangular Factorization. 15: 5:27 - • , • : ***WARNING - IMPROPER LOAD WILL CAUSE INSTABILITY AT JOINT 11 ...1Y.DIRECTION = MZ PROBABLE CAUSE MODELING PROBLEM D.000E+00, ***WARNING7,IMPROPER LOAD WILL CAUSE INSTABILITY AT JOINT 22 . . DIRECTION.= PROBABLE CAUSE MODELING PROBLEM .0 .000E+00.: ++ Calculating Joint Displacements., '.- -: ' - 1 15: 6127 1.4; Calculating Member Forces 151,6:27 . ,. --, . .. , - . • - SOUTHCENTER MALL -MAIN ENTRANCE JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = SPACE JOINT: LOAD X -TRANS Y -TRANS 1 2 3 4 1 2 3 4 .1 2 3 4 1, 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 10 1 2 3 4 11 1 2 3 4 12 1 2 3 4 0.00000 0.00000 0.00000 0.00000 0.00000 0.34427 0.00000 0.38048 0.00000 0.53693 0.00000 0.60973 0.00000 0.64678 0.00000 0.76096 0.00000 0.00000 0.00000 0.00000 0.00000 0.34427 0.00000 0.38048 0.00000 0.53693 0.00000 0.60973 0.00000 0.64678 0.00000 0.76096 0.00000 0.53693 0.00000 0.60973 0.00000 0.64678 0.00000 0.76096 0.00000 0.64678 0.00000 0.76096 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00049 0.00317 0.00168 0.00448 0.00082 0.00317 0.00285 0.00448 0.00082 0.00317 0.00285 0.00448 0.00000 0.00000 0.00000 0.00000 - 0.00049 0.00317 - 0.00168 0.00448 - 0.00082 0.00317 - 0.00285 0.00448 - 0.00082 0.00317 - 0.00285 0.00448 0.00109 0.00317 0.00000 0.00448 0.00069 0.00317 - 0.00088 0.00448 0.00120 0.00317 0.00088 0.00448 0.00000 0.00000 0.00000 0.00000 Z - TRANS X - ROTAN Y - ROTAN Z - ROTAN 0.00000 0.00000 0.00000 0.00000 0.47345 0.00000 1.20255 0.00000 0.60968 0.00000 1.62420 0.00000 0.61321 0.00000 1.63957 0.00000 0.00000 0.00000 0.00000 0.00000 0.45077 0.00000 1.20255 0.00000 0 60833 0.00000 1.62420 0.00000 0.61368 0.00000 1.63958 0.00000 0.61012 0.00000 1.62808 0.00000 0.61220 0.00000 1.63569 0.00000 0.61244 0.00000 1.63569 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00169 0.00000 0.00474 0.00000 0.00028 0.00000 0.00102 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00177 0.00000 0.00474 0.00000 0.00038 0.00000 0.00102 0.00000 0.00000 0.00000 0.00000 0.00000 0.00001 0.00000 0.00002 0.00000 0.00000 0.00000 0.00002 0.00000 0.00002 0.00000 0.00002 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.000Q0 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.00059 0.00000 - 0.00059 0.00000 - 0.00180 0.00000 - 0.00238 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.00059 0.00000 - 0.00059 0.00000 - 0.00180 0.00000 - 0.00238 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 ,SOUTHCENTER MALL -MAIN ENTRANCE JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = SPACE . JOINT LOAD X -TRANS Y -TRANS Z -TRANS X -ROTAN Y -ROTAN Z -ROTAN 13 1 0.00000 0.00049 0.47345 0.00169 0.00000 0.00000 2 0.34388 - 0.00317 0.00000. 0.00000 0.00000 - 0.00024 3 0.00000 0.00168 1.20255 0.00474 0.00000 0.00000 4 0.38048 - 0.00448 0.00000 0.00000 0.00000 - 0.00059 14 1 0.00000 0.00082 0.60968 0.00028 0.00000 0.00000 2 0.37664 - 0.00317 0.00000 0.00000 0.00000 - 0.00024 0.00000 0.00285 1.62420 0.00102 0.00000 0.00000 0.60973 - 0.00448 0.00000 0.00000 0.00000 - 0.00238 0.00000 0.00082 0.61321 0.00000 0.00000 0.00000 2 0.39088 - 0.00317 0.00000 0.00000 0.00000 0.00000 3 0.00000 0.00285 1.63958 0.00000 0.00000 0.00000 4. 0.76096 - 0.00448 0.00000 0.00000 0.00000 0.00000 16... 1 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 2 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 3 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 4 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000. 17 1 0.00000 -0.00049 0.45077 0.00177 0.00000 0.00000 2 0.34388 - 0.00317. 0.00000 0.00000 0.00000 - 0.00024 3 0.00000 - 0.00168 1.20255 0.00474 0.00000 0.00000 4 0.38048 - 0.00448 0.00000 0.00000 0.00000 - 0.00059 18 1 0.00000 - 0.00082 0.60833 0.00038 0.00000 0.00000 2 0.37664 - 0.00317 0.00000 0.00000 0.00000 - 0.00024 3 0.00000 - 0.00285 1.62420 0.00102 0.00000 0.00000 4 0.60973 - 0.00448 0.00000 0.00000 0.00000 - 0.00238 19 1 0.00000 - 0.00082 0.61368 0.00000 0.00000 0.00000 2 0.39088 - 0.00317 0.00000 0.00000 0.00000 0.00000. 3 0.00000 - 0.00285 1.63958 0.00000 0.00000 0.00000 4 0.76096 - 0.00448 0.00000 0.00000 0.00000 0.00000 20 1 0.00000 0.00109 0.61012 0.00001 0.00000 0.00000 2 0.37664 - 0.00317 0.00000 0.00000 0.00000 0.00000 3 0.00000 0.00000 1.62808 0.00002 0.00000 0.00000 4 0.60973 - 0.00448 0.00000 0.00000 0.00000 0.00000 21 1 0.00000 0.00069 0.61220 0.00000 0.00000 0.00000 2 0.39088 - 0.00317 0.00000 0.00000 0.00000 0.00000 3 0.00000 - 0.00088 1.63569 0.00002 0.00000 0.00000 4 0.76096 - 0.00448 0.00000 0.00000 0.00000 0.00000 22 1 0.00000 0.00120 0.61244 0.00002 0.00000 0.00000 2 0.39088 - 0.00317 0.00000 0.00000 0.00000 0.00000 3 0.00000 0.00088 1.63569 0.00002 0.00000 0.00000 4 0.76096 - 0.00448 0.00000 0.00000 0.00000 0.00000 L „ - . s • , • . s000opit',itFactpois KIP FEET SPACE 2 ,-1.77 -9.32 0.00 0.00 , 0.00 0.00 3 0.00 -4.95 -1.80 0.00 0.00 0.00 -1.80 -13.20 0.00 0.00 0.00 0.00 1 0.00 1.43 -0.68 0.00 0.00 0.00 2 -1.77 -9.32 0.00 0.00 0.00 0.00 3 ,0.00 - 4.95 -1.80 0.00 0.00 0.00 4 -1.80 -13.20 0.00 0.00 0.00 0.00 1 0.00 -1.43 -1.17 0.00 0.00 0.00 2 -2.02 9.32 0.00 0.00 0.00 0.00 3 0.00 -4.95 -1.80 0.00 0.00 0.00 -1.80 13.20 0.00 0.00 0:00 0.00 0.00 1.43 -0.68 0.00 0.00 0.00 �L �U& • u! ^ �' ~�'` ` �` ' ` • ' :ENTRANCE ^� � nEmxoER: %OAo JT . ,MEMBER FORCES STRUCTURE TYPE '= ALL UNITS'ARE -- lap FEET AXIAL SHEAR-I SHEAR ' `TOeS%ONH''.MOM - 7 '�' -1.43 0.00 -1.17 0.00 � � 0.00 ` 0.00 2 1.43 0.00 0.42 0.00 14.29� � ' 0.00 -9.32 ' l.77 0.00 0.00 '� �'O.00 �` 0.00 2 9^32 .-0,90 0,00 ' 0.00 ` 0.00 � �� 24.04 ' i. '� -4.95 � � 0.00 -1.80 0.00 0.00 ' �' O'OO 2 , 4'95 � ` 0.00 1'80 8'00 � 89,70 ` .'`�OLOO l -13.20 1^80 ' 0.00 0.00 0.00 . ' O'OU o l3'8O -1.80 0.00 ' 0.00 ` O'0O� � �' 29.70 2 - 1'43 0.00 - 0.42 0.00 �lA�29 ` '`O'VO 3 � 1.43 0.00 -0'35 0.00 14.55 . _O'OO 3 `. 0.00 ' 2.92 0.00 0.00 0.00 26 Ol ` 3 ' O OO -1 l2 O OO O UV` ' U UU _2 , , , ^ ' ' -2.81 2 . /-4.95 0'00 -1'80 0'00 -29'70 0.00 3 '�� 4.95 ' 0.00 1.80 0,00 50.40 ` O-OO 4' 2 0.00 1,88 0.00 0.00 0.00 , 39.70 u�oV� -9.00 3' ' 0.00 -1.80 0.00 0.00 - ? 0.00 0.00 3.75 0.00 -14'55 4 0.00 0'80 -3.07 0.00 ^ 0'00 3 0.00 1.13 0.00 0.00 0'00 4 0'00 0.00 0.00 '0'00 0.00 0.01 0.00 10.08 0.00 -50'40 4 -0.01 0.00 -10,08 0.00 0.00 3 0.80 1.80 0.00 0.00 ' 0.00 4 0.00 -1.80 0.00 0.00 ' 0'00 1 ' '- - - -0.68 - -- - -^ 0.00 . « � �o 1.43 o.uu -o.»o 0.00 � 0.00 v,ou 6 -1.43 0.00 0.68 0.00 11'17 0,00 2 5 -9.32 1.77 0'80 0.00 0'00 0'00 0.00 24.04 8 � ' 6 9.32 -0'90 0.00 0.00 �� 3 5 4.95 0.00 -1.80 O'00 U.00 0'00 ` . 6 -4.95 0.00 1.80 8.00 29'70 0.00 4 5 -13,20 1,80 0.00 0.00 0.00 0.00 U 6 13,20 -1,00 0.00 0.00 0.00 39,70 �� 5 1 6 1.43 0.00 -0.68 7 -1.43 0,08 0.68 2 6 0.00 2,93 0,00 7 0.08 -1,12 0.00 3 6 4.95 0.00 -1.80 7 -4.95 0.00 1.80 4 6 0.00 1,80 0,00 7 0.00 -1,80 0,00 0.00 -11.17 0.00 18.95 0.00 0.00 0.00 0.00 0,00 -29.70 0.00 50.40 0.00 0.00 0.00 0.00 • ��}���� 0.00 0.00 2'8l 0.00 0.00 0.00 9.00 0.00 0.00 0.00 26.49 -2.81 0.00 0.00 29.70 -9.00 ( �'����� � i ` ^/ � �|l��; � ���' �'` ~�� `���`�:m ^ "`^''-�`^' .� • - `r/` . MEMBER END FORCES STRUCTURE TYPE = SPACE Rmr^ UNITS ARE -- KIP FEET . MEMBER LOAD Ji 6 ,l 7 0.00 8 ' 0.00 7 ' 0.00 0.00 7.\ -0.01 8 0.01 7 ` 0.00 0.00 I � 13 ._1.43 13 '1.43 2 12 ' 9.32 I�' ' -9.32 ^ ^ - �� ��12 �� - 4.95 l3� � 4'95 l2� 13.20 13 � -13.20 l3 ' -1.43 14 1.43 2 13 0.00 � 14 0.00 3 13 -4.95 14 4.95 4 � 13 0.00 14 0.00 10 1 16 1,43 17 -1.43 2 16 9.32 17 -9.32 3 16 4.95 17 -4.95 4 16 13.20 17 -13.20 1 14 0.00 15 0.00 2 14 0.00 15 0.00 3 14 0.01 15 -0.01 4 14 0.00 15 0.00 . AXIAL SHEAR 0.00 0.00 2.02 -2.02 0.00 0.00 1.80 - 1.80 0.00 0.00 U'OO 0.00 0.00 0.00 1.80 -1.80 0.00 0.00 1.13 0.00 0.00 0.00 1.80 -1.80 0.00 0.00 0.00 0.00 0.00 0.00 1.80 -1.80 0.00 0.00 2.02 -2.02 0.00 0.00 1.80 - 1.80 SHEAR -Z TORSION:: 3.79 - 3.7S 0.00 0.00 10.08 -10.08 0.00 0.00 - 1.17 0.42 0.00 0.00 -1.80 1.80 0.00 0.00 - 0.42 -0.35 0.00 0.00 -1.80 1.80 0.00 0.00 2.75 -3.07 0.00 0.00 10.08 -10.08 0.00 0.00 - 0.68 0.68 0.00 0.00 - 1.80 1.80 0.00 0.00 - 0.68 0.68 O:OO 0,00 , � O.VU O:O0' 0.90 0..90 O.0O 0.00 0.00 0.00 0.00 0.00 O'O0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O'00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MOM - Y - 18.95 0.00 �� 0.00 ' 0.00 - 50.40 0.00 0.00 ` 0.00 0.00 ` 14.29 0.00 ` 0.00 0.00 29.70 0.00 0.00 -l4.29 '14.55 0.00 0.00 - 29.70 50.40 0.00 0.00 -14.55 0.00 0.00 0.00 -50.40 0.00 0.00 0.00 0.00 11.17 0.00 0.00 0.00 29.70 0.00 0.00 -11.17 18.95 MOM - Z 0.00 0.00 2.81 0.00 0.00 g-VV O.nO ` 0.00 0.00 0.00 33.38 O 0.00 O'0O 29.70 0.00 0.00 0.00 0.00 0.00 0.00 29.70 -9.00 0.00 0.00 0.00 0.00 0.00 0.00 9.00 0.00 0.00 0.00 0.00 33.38 0.00 0.00 0.00 29.70 0.00 0.00 `•}', ���!� • • ^ ``^^',�^ ^ ,` `` • ` MEMBER END FORCES • 4���' JT MEMBER LOAD o ,18 15 o 1 2 3 4 16 1 2 9 3 9 3 3 9 7 • ,g 9 • ? 9 4 7 9 4 10 � 4 10 4 10 4 10 10 11 10 11 AXIAL 3.07 - 3.07 0.00 0.00 11.88 - ll,8W 0.00 0.00 - 0.36 0.36 0.00 0.00 • �~ ��"� ������.�` • e ~.;�` ALL ABE KIP FEET'.. --~ MALL ~7.MAIN ENTRANCE: - : STRUCTURE � SHEAR-Y 0.00 0.00 0.00 0.00 4.95 ' 8.00 -4.96 . 0.00 0.00 1.80 0.00 ` _ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0'00 _0.01 0.00 0.01 0.00 0.00 1.80 0.00 -1.80 -0,68 0.00 0.68 0.00 0.00 0.00 0.00 0.00 - 5.93 0.00 5.93 0.00 0.00 0.00 0.00 0.00 2.75 '0,00 - 2.75 0.00 0.00 0.00 0.00 0.00 5.93 0.00 - 5.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SPACE ' ' ^ SHEAR -Z ^ ` ' TORSION .`^ VOM_Z 0.00 0^00 ` 0.00 D. o O 0.00 0.00 0.00 0.00 -1'80 0'00 -29.70 0.00 1.80 0.00 50,40 0.00 0.00 ' 0.00 0'80 � 29.70 0-00 ` 0.00 0.00 -9.00 3.79 - 3.79 0.00 0.00 10.08 -10.08 0.00 0.00 0.00 0.00 0.00 0.0 0.00 0.00 0.0 0.00 0.0 0.00 0.00 0.00 0.00 0.00 0.0 0.00 0.00 0.00 0.00 0.00 - 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -18.95 0.00 O'O0 0.00 _5p.4O O'UV 0.00 0.00 0.00 ^ -V.OI O'n0 O.nO ^ 0.00 0.00 0.00 0.00 0.00 -0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 '`' O'OO 0.00 '' 0.00 0.00 ' 0.00 9.00 0.00 0.00 ` 0.00 0.00 U'OU 0.00 O'OO 0.00 0.00 V'O 0.00 0.00 0.00 ' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 IL • . . • , SOUTHCENTER MALL-MAIN ' ENTRANCE MEMBER'END:FORCES STRUCTURE TYPE = SPACE ' ALL UNITS ABE -- KIP FEET MEMBER LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y MOM -Z 10 0.00 0.00 0.01 0.00 -0.07 0.00 11 0.00 0.00 -0.01 0.00 -0.07 0.00 10 0.00 0.00 0.00' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8 -3.79 0.00 0.00 0.00 0.00 0.00 11 3.79 0.00 0.00 0.00 -0.03 0.00 8 0.00 0.00 0.00 0.00 0.00 0.00 11 0.00 0.00 0.00 0.00 0.00 0.00 • 8 -11.88 0.00 0.01 0.00 .0.00 0.00 11 11.68 0.00 -0.01 0.00 -0.07 0.00 8 0.00 0.00 0.00 0.00 0.00 0.00 11 0.00 0.00 0.00 0.00 0.00 0.00 14 -0.68 0.00 0.00 0.00 0.00 0.00 20 0.68 0.00 0.00 0.00 -0.01 0.00 14 0.00 0.00 0.00 0.00 0.00 0.00 20 0.00 0.00 0.00 0.00 0.00 0.00 14 -5.93 0.00 0.00 0.00 0.00 0.00 20. 5 0.00 0.00 0.00 0.00 0.00 14 0.00 0.00 0.00 0.00 * 0.00 0.00 20 0.00 0.00 0.00 0.00 0.00 0.00 18 2.75 0.00 0.00 0.00 0.00 0.00 20 -2.75 0.00 0.00 0.00 -0.01 0.00 18 0.00 0.00 0.00 0.00 0.00 0.00 20 0.00 0.00 0.00 0.00 0.00 0.00 3 18 5.93 0.00 0.00 0.00 0.00 0.00 20 -5.93 0.00 0.00 0.00 0.00 0.00 4 18 0.00 0.00 0.00 0.00 0.00 0.00 20 0.00 0.00 0.00 0.00 0.00 0.00 20 15 3.07 0.00 0.00 21 -3.07 0.00 0.00 2 15 0.00 0.00 0.00 21 0.00 0.00 0.00 3 15 11.88 0.00 -0.01 21 -11.88 0.00 0.01 4 15 0.00 0.00 0.00 21 0.00 0.00 0.00 21 1 21 -0.36 0.00 0.00' 0.00 -0.01 0.00 22 0.36 0.00 0.00 0.00 -0.03 0.00 2 21 0.00 0.00 0.00 0.00 0.00 0.00 22 0.00 0.00 0.00 0.00 0.00 0.00 3 21 0.00 0.00 0.01 0.00 -0.07 0.00 22 0.00 0.00 -0.01 0.00 -0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ` '`'` ` ° , ���,���� U � � E 1 : � xMEMBER �END FO%:�S ' »LL.mNITS ARE 25 26 •. 1 2 3 4 1 2 3 4 : 8: - ';% ; l9 0.00 '• - 22 0.00 22 ' '�11.88 19 '� � 0.00 �3 0.00 3 ' -2.24 10 2.24 3 0.00 10 ' 0.00 3 -7'75 � lO 7.75 3 0.00 10 0.00 ` 9 2,2n lO ' -2.23 9 ` 0.00 l 1V O.00 9 .07:00 l V -7.71 4 ' 9 0.00 10 0.00 9 11 9 11 9 11 9 11 7 11 7 11 7 11 7 11 STRUCTURE TYPE n SPACE FEET AXIAL 0.00 0.00 -2.23 2.23 0.00 0.00 - 7.71 ?'7l 0.00 0.00 2.24 -2.24 0.00 0.00 7.75 - 7.75 0,00 0.00 SHEAR - Y 0.00 0.00 0.00 n'Do 0.00 0.00 0.00 0.00 U'OO 0.00 0.00 O'OO 0.00 0.00 0.00 O'OO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SHEAR 0.00 0.00 � 0.00 ` 0.00 O'O0 0.00 ^ O'0l -0.01 0.00 _ 0.00 0.00 ` 0.00 0.00 0.00 ' O'O0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' O.00 0.00 � 0.00 ` 0.00 0.00 � 0.00 O^OO O.DO 0.00 0.00 0.00 0.00 O^OU V'OO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 0.00 0.00 0.00 . .` ���`` 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 � 0.00 �. 0.00 � V, _V.O3 0.00 ' 0.00 0.00 -0.07 ' 0.00 ` 0.00 ' 0.00 ' 0.00 _ 0.00 � ` V^OO 0.00 0.00 O^0O 0.00 � 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O'OO 0.00 / 0.00 ' . .. u�vv 0.00 O^UO " "" ' ","" O.0� ` 0.00 0.00 .^ 0.00 ` 0.00 O'0O 0.00 0.00 / O'VO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O'O8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 datindiNTER. MALL-MAIN' ENTRANCE . , . . . . . . -MEMBER END FORCES STRUCTURE TYPE = SPACE ALL UNITS ARE -.. RIP: FEET MEMBER LOAD Ji" AXIAL.' . SHEAR7.Y SHEAR -Z • • •••• - •,: 30 1 14 -2.24 0.00 21 2.24 0.00 14 0.00 0.00 21 0.00 0.00 14 -7.75 0.00 21' 7.75 0.00 14 0.00 0.00 21 0.00 0.00 '20 21 20 21' '21 20 2.23- -2.23 0.00 0.00 7.71 -7.71 0.00 0.00 20 -2.23 22 2.23 20' 0.00 22 0.00 20 -7.71 22 7.71 20 0.00 22 0.00 18 22 18 22 3 18 22 4 18 22 31 1 2 13 2 2 13 3 2 13 4 2 13 32 1 6 17 2.24 -2.24 0.00 0.00 7.75 -7.75 0.00 0.00 0.00 0.00 2.02 -2.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 • 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -9.32 9.32 0.00 0.00 -13.20 13.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TORS/ON, •MoMtY:.. • • MOM-7Z • 0.00 •0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 00 0 00 0 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ..•• , • ," o.00 o.00 0.00 • 0.00 0.00 0.00- 0.00 0.00 0.00 0.00 • 0.00 0 00 ▪ 0 00 0 00 0 00 0 00 0 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 •0.00 . 0.00 0.00 0..60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 • 0.00 0.00 0.00 0 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -50.53 - 33.38 0.00 0.00 - 59.40 - 59.40 0.00 0.00 '• SOUTHCENTER:'MALL......MAIW :.MEMBER END FORCES ' STRUCTURE TYPE is SPACE ALL :UNITS ARE -- :KIP FEET MEMBER : LOAD JT `. AXIAL : SHEARY 'SBEAR=Z TORSION MOM END OF LATEST'. ANALYSIS RESUL**** 4 ; 4,44, *. 4. ** 4 . 4 '' : "..110..: UNIT INCHES KIP • , FYLD ,46 ALL • ' . . 114. -lCHECK CObE:•ALT.;:'• - • , • ..., • „ • . • . • - . . ■ CODE CHECKING (AISC). 444 ' • IV • . " ALO/NITS'ARE OTHERWISE NOTED). MEMBER TABLE :.RESULT/ CRITICAL COND/. ST 'PASS:' AISC- H2-1 1320T 000 ST TUB 1401406' H2=1' RATIO/. LOADING/ MZ 'LOCATION. 0.171 4 -356.90 198.00 0.258 0.00 ST TUB 1401406 PASS AISC- H1-3 0.249 -604.80 0.00 0.00 ST TUB 1401406 PASS AISC- H2-1 0.171 13.20 T 0.00 -356.90 T TUB 1401406 PASS AISC- H1-3 4.95 C -604.80 0.00 138.00 6 ST TUB 1401406 PASS AISC- 1-12-1 0.299 0.01 T -604.80 0.00 0.00 ST TUB 1901406 PASS AISC- H1-3 0.189 -400.51 198.00 ST TUB 1401406 PASS AISC- H2-1 0.258 3 -604.80 0.00 138.00 1 •fti41;•40. TiTi MALL-MAIN . •• .• • • UNITS ARE HIP INCH (UNLESS OTHERWISE NOTED) MEMBER ;: • • ... , ' ' . : . • • , - * TABLE.. • RESULT/ CRITICAL COND/ • .• RATIO/ • .:•- LOAPING/,'• • • .;'• . 1 " FX MY ' : MZ • : • LOCATION ST TUB 1401906 10 ST TUB 1401406 11 ST TUB 1901406 ST TUB 1401906 ST TUB 120404 ST TUB 120404 15 :ST. TUB. 120404: PASS ;;;TUB :120404 . •.. PASS•: 17 ST: TUB 120909 -PASS . . 18 ST TUB 120404 PASS AISC- ' 6'. 249 0.01 C PASS AISC- 932C 000 ' PASS .: AISC-H1-3 . PASS : AISC- H2-1 OO1T - 60480 PASS H2L1 593T 000 PASS :H1-3 AISC- H2-1 0:33 AISC- H2-1 AISC- H1- PASS "MSC- rt -400.51 198.00 0259 3 0.00 138.00 0.249 0.00 0.00 0.00 • 0.045 • 0.00 • 0.100 0.003 • 0.00 0.061 0.00 0'. 00 •`• 0 72.00 000 crAb ..• •.•,. . • '" .• .•-• • , • • L: ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER. TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ my la LOCATION I ZCZLICSIZIIRICISI=111211111U=21.11121112=117IMUMBIESSMIZZLIMMIZIStillnatICZNICSUICS=============121MICJIMICIS , 19 ST TUB 120404 PASS AISC- H1-3 0.045 5.93 C 0.00 0.00 0.00 20 ST TUB 120404 PASS AISC- H1-3 0.100 0.00 0.00 21 ST TUB 120404 PASS AISC- H2-1 [ 0.003 0.36 T 0.33 0.00 144.00 22 ST TUB 120404 PASS AISC- H2-1 0.061 3 0.84 0.00 72.00 I .1 23 ST TUB 80303 PASS TENSION 0.072 7.75 T 0.00 0.00 0.00 24 ST TUB 80303 PASS AISC- H1-3 0.146 3 7.71 C 0.00 ' 0.00 0.00 25 ST TUB 80303 PASS TENSION 0.072 3 7.71 T 0.00 0.00 0.00 26 ST TUB 80303 PASS AISC- H1-3 0.146 3 7.75 C 0.00 0.00 0.00 27 ST TUB 80303 PASS TENSION L 0.072 3 7.75 T 0.00 0.00 0.00 28 ST TUB 80303 PASS AISC- H1-3 0.146 3 7.71 C • 0.00 0.00 0.00 29 ST TUB 80303 PASS TENSION 0.072 " 7.71 T . 0.00 0.00 0.00 30 ST TUB 80303 PASS AISC- H1-3 0.146 3 775 0.00 0.00 0.00 31 ST TUB 2001205 PASS AISC- H2-1 0.234 4 0.00 T 0.00 -712.80 0.00 , 32 ST TUB 2001205 PASS AISC- H1-3 0.234 4 = 0.00 C 0.00 -712.80 0.00 L SOLITHCNTER MALL-MAIN ENTRANCE OUTHCENTEA:•14ALL714AIN''..ENTRANdE' -. FINISH ' • . • ,•-•• ' ; • • • END * • • . DATE='- APR:'1 ; 1999 TIME- 15 t. ,6: 28 4 *** :- : • ' 4iA4.**,1;.,,44,4.*.ki.1,4;**;,-**********;*********:**•k* i************ QUESTIONS REGARDING THIS 'VERSION OF • PRO GRAN ENGINEERS, Inc at 9RAI 7 *** 4 9 ***444,** 2 . - ,*** 14) • 921-254i. • - • /natsw�in4G♦Ci�bwMJ�tl. L L C L L L ANDERSEN BJORNSTAD KANE JACOBS • INC. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA • PROJECT: .. 7 / TMe„ SUBJECT: L.. .vv0 / / -2 4 JOB # BY: DATE SHEET #' 20 dry " . '/ 7' 1707:et f <fdo) 220 ./2607 f 20 = 2$70 a /'l = 2,371 ) 130 13 ,/.� • 2 4- ) = 8•.6X A ©i B 98160 TL L MITHUN PARTNERS Print Time/Oat.: 12/04/1999 13:45 STAAD/Pro Release 1.6 File Sears Entrance.std I Ditsinne 12-Apr-1999 12:54 Print Run 1 of 1 STAAD /Pro STAAD -III Revision 2.0 Proprietary Program of RESEARCH ENGINEERS, Inca Date= APR 13, 1999 Time= 15:14:41 *' USER ID: Authorized. User ******************* * * * * * * * * * * * * * * * * * ** * * * * * ** * * * ** ,. 0.000_ 0.000 0.000. 16.833 16.833 16.833 0.000 0.000 0.000 16.833 16.833 16.833 8 9. 10. .11. 12. '13. 14. '15, 16.. 17. .18. 19'„ 20, STAAD SPACE SOUTHCENTER MALL -SEARS ENTRANCE START JOB INFORMATION . JOB NAME SOUTHCENTER MALL JOB CLIENT MITHUN JOB NO 98160 6. JOB PART SEARS ENTRANCE ENGINEER NAME PJK ENGINEER DATE 12- APR -99 END JOB INFORMATION INPUT WIDTH 79 UNIT FEET KIP JOINT. COORDINATES 1 0.000 0.000 2 0.000 11. 3 0,000 21 0.000 0.000 5 0.000. 11.000 0.000 . 21.500 18.333 0.000 18.333 11.000 18.333 21.500 18.333 0.000 18.333 11.000 18.333 '. • ' 21.500 21. 9 22... '.10 23. 11 24. .12 25. MEMBER INCIDENCES 26. 1 1 27. 2 ' 2 3 28. 3 4 5 29. 4 5 6 30. 5 7 8 31. 6 8 9 32. 7 10 . 11 33. 8 11 12 34. 9 ' 3 .6 35. 10 9 . 12 36. ' 11 2 8 37. 12 5 11 38. SUPPORTS 39. 1 4 7 10 PINNED 40. MEMBER RELEASE 41. 1 3 5 7 START MX MY MZ KFX 0 KFY 0 KFZ SOUTHCENTER MALL-SEARS ENTRANCE 42. MEMBER PROPERTY AMERICAN 43. 1 TO 8 TABLE ST TUB1401406 44. 9 TO 12 TABLE ST TUB2001206 45. UNIT INCHES KIP 46. CONSTANTS 47. E 29000 ALL 48. POISSON 0.3 ALL 49• DENSITY 0.000283 ALL • 50. ALPHA 6.5E-006 ALL 51. UNIT FEET KIP 52. LOAD 1 WIND E-W • 53. MEMBER LOAD 54. 1 5 UNI GZ 0.035 0 9 55. 1 5 UNI GZ 0.18 9 56. 2 6 UNI GZ 0.08 57. LOAD .2 WIND NS 58. MEMBER LOAD 59. 13 UNI GX 0.035 0 9 60. 13 UNI GX 0.12 9 61. 2 4 UNI GX 0.12 0 4 62. 2 4 UNI GX 0.18 4 63. LOAD .3 SEISMIC E-W 64. JOINT LOAD • 65.3 6 9 12 FZ 2.15 66. LOAD 4 SEISMIC N-S 67. JOINT LOAD 68. 3 6 12 FX 2.15 69. PERFORM ANALYSIS • PROBLEM S T A T I S T I C S S NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 12/ 12/ 4 ORIGINAL/FINAL BAND-WIDTH = 6/ 3 TOTAL PRIMARY LOAD CASES = 4, TOTAL DEGREES OF FREEDOM = 60 SIZE OF STIFFNESS MATRIX = 1260 DOUBLE PREC. WORDS REQRD/AVAIL. DISK SPACE = 12.03/ 338.0 MB, EXMEM = 1165.1 MB ++ Processing Element Stiffness Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. ++ Calculating Member Forces. 70. PRINT ANALYSIS RESULTS 15:14:41 15:14:41 15:14:42 15:14:42 15:14:42 SOUTHCENTER MALL -SEARS ENTRANCE JOINT DISPLACEMENT (INCH RADIANS) JOINT LOAD .X -TRANS Y -TRANS 1 1 0.00000 2 0.00000 3 0.00000 4 0.00000 2 1 0.00000 2 0.07196 3 0.00000 4 0.10252 3 1 0.00000 2 0.13322 3 0.00000 4 0.25210 4 1 0.00000 2 0.00000 3 0.00000 4 0.00000 5 1 0.00000 2 0.07196 3 0.00000 4 0.15653 6 1 0.00000 2 0.13322 3 0.00000 4 0.30698 7 1 0.00000 2 0.00000 3 0.00000 4 0.00000 8 1 0.00000 2 0.07155 3 0.00000 4 0.10205 9 1 0.00000 2 0.08756 3 0.00000 4 0.15409 10 1 0.00000 2 0.00000 3 0.00000 4 0.00000 11 1 0.00000 2 0.07155 3 0.00000 4 0.15646 12 1 0.00000 2 0.08756 3 0.00000 4 0.27489 0.00000 0.00000 0.00000 0.00000 0.00025 0.00039 0.00124 0.00072 0.00049 0.00039 0.00243 0.00074 0.00000 0.00000 0.00000 0.00000 - 0.00025 0.00039 - 0.00124 0.00099 - 0.00049 0.00039 - 0.00243 0.00097 0.00000 0.00000 0.00000 0.00000 0.00025 - 0.00039 0.00124 - 0.00072 0.00049 - 0.00039 0.00243 - 0.00074 0.00000 0.00000 0.00000 0.00000 - 0.00025 - 0.00039 - 0.00124 - 0.00099 - 0.00049 - 0.00039 - 0.00243 - 0.00097 STRUCTURE TYPE = SPACE PAGE N0. Z - TRANS X - ROTAN Y - ROTAN Z - ROTAN 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.14796 0.00083 0.00000 0.00000 0.55973 0.00352 0.01745 0.00008 0.20369 0.00007 0.00000 0.00000 0.83930 0.00056 0.02306 0.00001 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.13454 0.00085 0.00000 0.00000 0.55973 0.00352 0.01745 0.00008 0.20354 0.00016 0.00000 0.00000 0.83930 0.00056 0.02306 0.00001 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.14796 0.00083 0.00000 0.00000 0.55973 0.00352 - 0.01745 - 0.00008 0.20369 0.00007 0.00000 0.00000 0.83930 0.00056 - 0.02306 - 0.00001 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.13454 0.00085 0.00000 0.00000 0.55973 0.00352 - 0.01745 - 0.00008 0.20354 0.00016 0.00000 0.00000 0.83930 0.00056 - 0.02306 - 0.00001 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00015 0.00000 0.00000 0.00000 0.00025 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00015 0.00000 0.00000 0.00000 0.00025 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00025 0.00000 0.00000 0.00000 0.00054 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00025 0.00000 0.00000 0.00000 0.00054 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.00027 0.00000 - 0.00051 0.00000 - 0.00055 0.00000 - 0.00150 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.00027 0.00000 - 0.00056 0.00000 - 0.00055 0.00000 - 0.00149 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.00013 0.00000 - 0.00021 0.00000 - 0.00013 0.00000 - 0.00057 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.00013 0.00000 - 0.00048 0.000OQ - 0.00013 0.00000 - 0.00108 L 0 • SOUTHCENTER'MALSEARS: ENTRANCE " ". • ; : ' ' . . . • . • . ..••• : SUPPORT REACTIONS -UNIT • KIP: FEET.. ;STRUCTURE TYPE SPACE : .'.'"•. ----- .„. . ' • FORCE -X FORCE -Y FORCE Z . 14014-X " 1■10M-Y ' MOM • • • . • • • • • • • ••.•: 7 1.01: ,-. - .L0.00 1.11. -0.50 , 0.00 : 0.00 0.00' ; 3 0.00 5.49 -2.15 0.00 0.00 4 L.: -1.87 -4.39 -0.16 0.00 0.00 7 1 ' L- 0.00 -1.11 -1.01 0.00 • . • 4 -1.68 3.18 0.16 0.00 0.00 1 0.00 1.11 -0.50 0.00 0.00 2 -1.24 1.71 0.00 0.00 0.00 • `� , �`'!'� ��� � ' MEMBER END FORCES � STRUCTURE TYPE = SPACE L , _ ALL UNITS ARE - FEET MEMBER ��zxu� � | LOAD JT , SHEAR-Y - |' - l.lI 1.11 � -l.7l 1.71 � -5.49 ' 5.49 - 3.18 3.18 -l'll 1.11 0.00 0.00 -5.49 5.49 - 0.10 0.10 1.11 5 ' -l'll, 4. -1.71 s 1.71 4 5.49 5 ' -5.49 4 -4.39 5 4.39 1.11 6 -1.11 2 5 0.00 6 0.00 3 5 5'49 6 -5.49 4 5 0.10 6 -0.10 5 1 ? 8 2 � 7 8 3 7 8 4 7 8 - 1.11 1.11 1.71 -1.71 -5.49 5.49 3.18 -3.18 0.00 0.00 0.96 - 0.41 0.00 0.00 0.81 -0.81 0.00 0.00 1.65 0.00 0.00 0.00 2.24 - 2.24 0.00 0.00 0.96 -0.41 0.00 0.00 1.87 - 1.87 0.00 0.00 1.65 0.00 0.00 0.00 2.06 -2.06 0.00 0.00 1.24 -1.24 0.00 0.00 1.68 - 1.68 : - 0.34 - 0.50 0.00 0.00 - 2.15 2.15 0.00 0.00 -0.50 0.50 0.00 0.00 - 2'15 2.15 ' -0.16 0.16 -0.50 0.50 0.00 0.00 - 2.15 2.15 0.00 0.00 -1.01 0.34 0.00 0.00 -2.15 2.15 0.16 -0.16 !�.�` > �2/������`��1��/���������x��'x� „ ' TORSION - 1.01 �� `O'OO�� � 0.00 0'34 _ 0.00 8.74 0.00 ' 0.00 0.00 0.00 0.00 ` 0.00 -2.15 U'On 0.00 %'l5' 0.00 ` 23.65 - 0'16 0.00 0.00 0'16 0.00 1.71 0.00 0.00 0.00 0.00 0.00 0.00 -0.76 0.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.76 0.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 8.74 7.88 0.00 0.00 -23.65 46.23 -0.85 0.85 0.00 5.52 0.00 0.00 0.00 23.65 0.00 1.71 -5.52 10.79 0.00 0.00 -23.65 46.23 - 0.85 0.85 0.00 8.74 0.00 0.00 0.00 23.65 0.00 '-1.71 • NOM -Z 0.00 . 0.00 ' 0.00 0.00 0.00 23.45 0.07 0.00 0.00 0.00 8.31 0.00 0.00 0.00 20.53 0.00 0.00 9.44 0.00 0.00 0.00 21.70 -0.07 0.00 0.00 0.00 13.66 0.00 0.00 ,U.00 18.48 • . MEMBER END FORCES STRUCTURE TyPE SPACE .ALL ARE -- KIP FEET MEMBER LOAD oo AXIAL 1` � 8 ` -1.11 � ' 0.00 9 1.11 0.00 `�.. 8'�� 0.00 ` ��0,00 . 9 0.00 0.00 .`, . _5'49 `� 0.00 9� � 5.49 O'OO O 0.10 0,85 9 ' � -0.10 -0'25 10 1.11 0.00 il -1.11 0.00 10 1,71 1.24 11 -1.71 -1'24 10 5'49 0.00 11 . -5.49 0'00 4.39 �'s 2.10 '.- - -- ll -4'39 -2.10 11 .' 1.11 0.00 12 -1.11, 0,00 11 0.00 0.00 12 0.00 0.00 5.49 0'00 ` -5,49 0.00 4 11 -0.10 1.90 12 . 0.10 -1,90 10 11 1 2 3 4 1 2 3 4 9 12 9 12 9 12 9 12 1 2 8 3 0.50 6 -0.50 3 0.00 6 0.00 3 0.00 6 0.00 3' 0.00 6 0.00 0.50 -0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 S - Y SHEAR - 1.11 1.11 0.00 0.00 - 5.49 5.49 -0.10 0.10 - 1.11 1.11 0.00 0.00 - 5.49 5.49 0.10 -0.10 0.00 0.00 - 0.34 -0.50 0.00 0.00 - 2.15 2.15 0.00 0.00 , -V'6O 0.50 0.00 0.00 -2.15 2.15 0.16 - 0.16 -0.50 0.50 0.00 0.00 -2.15 2.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.09 - 0.09 0.00 0.00 0.00 0.00 0.00 0.00 0.25 -0.25 0.00 0.00 , ' .�` -� �`�, MOM 7y o.00 0 .0 0 0.00 0.00 0.00 ) 0.00 _3.09 . 0.85 5'57 2'09 ` -0.85 -2.96 ' UOO ` O OO `n.VO � ^ 0.00 '5.52 0.00 0.00 0.00 , 0,00 0,00 ' 0.00 ' 13.66 V-OV ' 0.00 0.00 0.00 23.65 0.00 0.00 ' 0.00 ' � 0,80 0.00 ` -1.71 .� 23,05 0.00 0.00 0.00 0.00 0.00 0.00 -2.09 2.09 0.00 0.00 0.00 0.00 U.8O O, O - 0.07 0.07 0.00 0.00 0.00 0.00 0.00 0.00 2,96 - 2.96 0.00 0.00 - 8.74 7 RD � O,OO 0.00 -23.65 46.22 - 5.52 10.79 0.00 0'OO -23.65 46.22 0.85 -0.85 0.00 0.00 0.00 0.00 0.00 0.00 - 0.76 -0.76 0.00 0.00 0.00 0.00 0.00 0.00 -2.U9 '-2,09 0.00 0.00 � 0.00 �� D.»» 0.00 D,On 0.00 0.00 � 0.00 0.00 0.00 0.00 ' 0.00 ' 0.00 1?.0I 2.96 - ' 7 88 - 10.79 0.00 0.00 - 46.23 -46.23 - 0.85 - 0.85 -7.88 - 10.79 0.00 0.00 -46.23 -46.23 0.85 0,85 0.00 0.00 7.1:::,UNIT:INCHES:KIP Y-72 ..; PARAMETER.. 73,: CODE "•AISC • 74.'FYLD 46 ALL' 75.: 'CHECK CODE ALL' 5 0.00 0 00. ; 0.00 '. 0.00 0.00. 0.00. 0.00 0.00 5' 1.24 -1.71 0.00 0.00 11 -1.24 1.71 0:00 0.00 5 0.00 0.00 0.00 0.00.. 11 0.00 0.00 0.00 " 0:19 , • - 4.49 -0.16 0.86 11 -0.19 4.49. 0.16... 0.86.:.:. * * * * * * * * * ** * ** END, OF LATEST. ANALYSIS RESULT * * * * * * * * * * * * ** 0.00.. 0.00. 1.24 1:71. 0.00- 0.00. '0.00 17..75•`'" 1:'24 1:71 0.00 .. ' 0.00: 0.00 13:66:,. 0..00 0.00 ' 0.00 0.00 .0.00 0.00. 0.00 : 0:00'' :" 0.00 ' 0.00 0.00 1.43 - 3.08: -0.16 0.86 0.76 -32:34 3:08 0.16` 0:86: 2.09 24.05_ 1 : ALLOWITS'.ARE INCH (UNLESS OTHERWISE NOTED) . . . HNEiER: ; TABLE RESULT/ CRITICAL COND/ RATIO/ ;LOADING/ FXH . MY'. ME LOCATION miliesim=se==================================--- _ 1 ST TUB 1901406 PASS AISC— H2-1 0.127 3 5.49 T —283.80 0.00 132.00 ST TUB 1401906 PASS AISC— H2-1 0.239 3 5.49 T —554.70 0.00 126.00 ST TUB 1401406 PASS AISC— H1-3 0.128 3 5.49 C —283.80 0.00 132.00 Si TUB 1901406 PASS AISC— H1-3 0.239 3 5.49 C —554.70 0.00 126.00 ST TUB 1401406 PASS AISC-- H2-1 0.127 3 0.00 132.00 ST TUB 1401406 PASS AISC— H2-1 0.239 3 0.00 126.00 7 ST TUB 1401406 PASS AISC— H1-3 0.131 4 4.39 C 20.49 —276.64 132.00 8 ST TUB 1901406 PASS AISC-- H1-3 0.239 —554.70 0.00 126.00 1 . MEMBER TABLE RESULT/ CRITICAL COND /. RATIO/ LOADING %.. FX MY. MZ LOCATION '.' 9.. ST TUB 2001206 PASS AISC- H2-1 0.157 3_ 0.00 T 0.00 -554.70 0.00 10 ST TUB 2001206 PASS AISC- H2-1 0.157 3 0.00 T 0.00 - 554.70. 0.00 11 S T.: TUB °2001206 PASS AISC- H1-3 0.116 9` 1.43 C 9.07 -388.06 0.00 12 ST TUB 2001206 PASS AISC- H1-3 0147 4 0.19 C 9.07 -506.77 0.00 FINISH: * * * * * * * * * * * * * * * ** *DATE= APR .13,1999 TIME= 15:14:42 * * ** * :FOR ' QUESTIONS REGARDING THIS VERSION OF PROGRAM *" RESEARCH ENGINEERS, Inc at . * Ph: (714) 974 -2500 Fax: (714) 921 =2543 * *******; t*** * * * * * * * * * * * * * * * * * * * ** * *,k * * * *. END OF,STAAD - III * * * * * * * * * * * * * ** L t CONSULTING ENGINEERS SEATTLE, WASHINGTON ' ANCHORAGE, ALASKA Mg, 14,1 JOB BY: DATE SHEET* * ' ' • . art MITHUN PARTNERS Whole Structure eJ Print Time/Dale: 12/0411999 13:38 ;• • '1. • • STAAD/Pro Release 1.6 Flie West Entrance.std I "wrin'm 12-Apr-1999 13:32 Print Run loll , i■IDER'SEW'BJORNSTAD KAIVE'JA013S . , CONSULTING ENGINEERS • SEATTLE, WASHINGTON ANCHORAGE. ALASKA • PROJECT: . ' fl „. SUBJECT: ..t, o i - ,777/1/ 0 ( 4/4 - 11;;.; . SHEET*/ A IJ ,c1 Andersen Bjornstad Kane Jacobs, Inc. t4°98160 Software licensed to demo user Job Title SOUTHCENTER MALL Client MITHUN PARTNERS Part WEST ENTRANCE Ref Sheet No 1 B y PJK Date 12-APR-99 Dha File West Entrance.std I paternal. 12-Apr- Whole Structure . 1" - P.A.56 e Phl-m Print TlmelDate: 12/0411999 13:36 STAAD/Pro Release 1.6 99913:32 Print Run 1 011 .46,444444444i*444i*,4444,444**4****44610v***i • , PAGE NO. STAAD/Pro ,.., 10. INPUT WIDTH 79 11. UNIT FEET KIP 12. JOINT COORDINATES 13. 1 0.000 16. 0.000 0.000 5.000 19 7 5.000 5.000 5.000 22. 10 5.000 40.000 24 . 12 40.000 26. 14 27 . 15 28 - 16 29. 17 30. 18 31." 19 32. 20 33. 21 22.500 34 22 22.500 35. MEMBER INCIDENCES 36. 1 1 2 37 . 2 2 3 38. 3 3 39. 4 4 5 • 40 . 5 6 7 41. 6 7 ' Proprietary Program of • ' 4 r RESEARCH ENGINEERS, Inc. : USER ID: Authorized User * 1. STAAD SPACE SOUTHCENTER ;MALL7WEST. 2. START JOB INFORMATION • •• - •-• JOB NAME eSOUTHCENTER MALI, " • • • 4. JOB CLIENT MITHUN , PARTNERS . • . ' 5. JOB NO 98160" - • 6. JOB . PART WEST • ENTRANCE ENGINEER „ PJK U 8. ..ENGINEER DATE, .127- 9. END JOB INFORMATION 0.000 8.000 15. 3 0.000 16.000 25.000 31.000 0.000 8.000 16.000 25.000 31.000 0.000 8.000 16.000 25.000 31.000 0.000 8.000 16.000 25.000 31.000 31.000 25.000 40.000 40.000 40.000 45.000 45.000 45.000 45.000 45.000 o.000 0 . Ob0 0 . 000 0 . 000 0 . 000 0.000 0 . 000 • 0 . 000 0 . 000 0 . 000 0.000 0.000 0 . 000 0.000 0. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 67 32 12 16 68 - 33 . 12 18 69.; ' 34 : :14 18 ., 35 14 20 37 14: 21 73 . 38 9 22 74. 39 14 22 I.: 75. SUPPORTS '..': 76. 1 3 6 8 11 13 16 18 PINNED 77. MEMBER PROPERTY AMERICAN 78. 1 TO 16 TABLE ST TUB1401406 IL 79. 17 TO 23 38 39 TABLE ST. TUB140606 80. 24 TO 35 TABLE ST TUB60303 81. 36 37 TABLE ST TUB60603 82. UNIT INCHES KIP 83. CONSTANTS 84. E 29000 ALL 85. POISSON 0.3 ALL 86. DENSITY 0.000283 ALL 87. ALPHA 6.5E-006 ALL 88. BETA 90 MEMB 17 TO 21 23 38 39 89. MEMBER RELEASE I- 90. 1 5 9 13 17 38 39 START MX MY MZ KFX 0 KFY 0 KFZ 0 91. 48 12 16 20 END MX MY MZ KFX 0 KFY 0 KFZ 0 92. MEMBER TRUSS 93. 21 TO 37 94. UNIT FEET KIP 95. LOAD 1 WIND N-S 96. MEMBER LOAD 97. 1 5 9 13 UNI GZ -0.065 L 1.1 :., SOUTHCENTEit:MALLWEST ENTRANCE 43. :8 - 9 - 10 54. 19 15 ;21,, 55. 20 15 20 56. ` 21, 4 . 9 57. 22 21 22 23. ' 14 . : 19- 59. . 24. : :* 3 - 8 62 • 27 12 17 LLL {t) • • , SOUTHCENTER MALL-WEST ENTRANCE - • _ 98. - :2 . 6-110:,14 , UN1 GZ -0.055,0 2 UNI ,GZ -0:085 2 100. 3 11 UNI GZ -70.085.0 8: • 101. 17 TO '23 38 39 UNI GZ:-0::073 '-102: LOAD -.2 SEISMIC N-S' 103 JOINT LOAD 104. MEMBER LOAD 105. 17 TO 20 UNI GZ 7-0.2 '106. LOAD 3 SEISMIC E4w.T 109 PERFORM ANALYSIS PROIL STATISTICS NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 22/ 39/ ORIGINAL/FINAL BAND-WIDTH = 13/ 4 ". TOTAL PRIMARY LOAD CASES = 3, TOTAL DEGREES OF FREEDOM = ' 108 " OF STIFFNESS MATRIX = 3240 DOUBLE PREC. WORDS 2 ' REQRD/AVAIL. DISK , SPACE = , 12.08/ 338.5 MB, EXMEM = 1168.1 MB . , . . ++ Processing Element Stiffness Matrix. 19:50: 4 ++ Processing Global Stiffness Matrix: 19:50: 4 ++ Processing Triangular Factorization. 14:50: 4 • ***WARNING - IMPROPER LOAD WILL CAUSE INSTABILITY AT , JOINT 15 ..:, DIRECTION = MX PROBABLE CAUSE MODELING PROBLEM 0.000E+00 ++,. Calculating Joint Displacements. - 19:50: 4 ++. Calculating Member Forces. 19:50: 4 110. PRINT ANALYSIS RESULTS SOUTHCENTER MALL -WEST ENTRANCE JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = SPACE JOINT LOAD X -TRANS 10 11 12 13 14 15 16 Y - TRANS 1 0.00000 0.00000 2 0.00000 0.00000 3 0.00000 0.00000 1 0.00000 0.00000 2 0.00000 0.00000 3 - 0.00228 0.00000 1 0.00000 0.00000 2 0.00000 0.00000 3 0.00000 0.00000 1 0.00000 0.00000 2 0.00000 0.00000 3 0.02000 0.00062 1 0.00000. 0.00000 2 0.00000 0.00000 3 0.03020 0.00104 1 0.00000 0.00000 2 0.00000 0.00000 3 0.00000 0.00000 1 0.00000 0.00000 2 0.00000 0.00000 3 - 0.00200 0.00000 1 0.00000 0.00000 2 0.00000 0.00000 3 0.00000 0.00000 1 0.00000 0.00000 2 0.00000 0.00000 3 0.02015 - 0.00144 1 0.00000 0.00000 2 0.00000 0.00000 3 0.02925 - 0.00143 1 0.00000 0.00000 2 0.00000 0.00000 3 0.00000 0.00000 1 0.00000 0.00000 2 0.00000 0.00000 3 - 0.00203 0.00000 1 0.00000 0.00000 2 0.00000 0.00000 3 0.00000 0.00000 1 0.00000 0.00000 2 0.00000 0.00000 3 0.01927 0.00114 1 0,00000 0.00000 2 0.00000 0.00000 3 0.02543 0.00114 1 0.00000 0.00000 2 0.00000 0.00000 3 0.00000 0.00000 Z - TRANS 0.00000 0.00000 0.00000 0.01895 0.03232 0.00000 0.00000 0.00000 0.00000 - 0.11279 - 0.16488 0.00000 - 0.21408 - 0.31723 0.00000 0.00000, 0.00000 0.00000 0.03837 0.07232 0.00000 0.00000 0.00000 0.00000 - 0.20629 - 0.36897 0.00000 - 0.38124 - 0.70987 0.00000 0.00000 0.00000 0.00000 0.03837 0.07232 0.00000 0.00000 0.00000 0.00000 - 0.20629 - 0.36897 0.00000 - 0.38124 - 0.70987 0.00000 0.00000 0.00000 0.00000 X - ROTAN Y - ROTAN 0.00000 0.00000 0.00000 0.00008 0.00010 0.00000 - 0.00061 - 0.00091 0.00000 - 0.00132 - 0.00197 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00014 0.00023 0.00000 - 0.00115 - 0.00203 0.00000 - 0.00234 - 0.00441 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00014 0.00023 0.00000 - 0.00115 - 0.00203 0.00000 - 0.00234 - 0.00441 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00270 0.00641 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.00270 - 0.00641 0.00000 0.00000 0.00000 0.00000 Z - ROTAN 0.00000 0.00000 0.00000 0.00000 0.00000 0.00002 0.00000 0.00000 - 0.00011 0.00000 0.00000 - 0.00018 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00002 0.00000 0.00000 - 0.00011. 0.00000 0.00000 - 0.00017 0.00000 0.00000 - 0.00003 0.00000 0.00000 0.00000 0.00000 0.00000 0.00002 0.00000 0.00000 - 0.00011 0.00000 0.00000 - 0.00014 0.00000 0.00000 - 0.00002 0.00000 0.00000 0.00000 • •_ SOUTHCENTER ,MALL-WEST I ENTRANCE, :.DISPLACEIKENT INCH •RADIANS) STRUCTURE = SPACE - PAGE NO JOINT LOAD - X-TRANS Y -TRANS Z -TRANS X-ROTAN Y-ROTAN Z-ROTAN ...„ , . . 17 .,1 0.00000 0.00000 0.01895 0.00008 0.00000 0.00000 2 0.00000 0.00000 0.03232 0.00010 0.00000 0:06000 3 -0.00231 0.00000 0.00000 0.00000 0.00000 0.00002 : • 1 0.00000 0.00000 0.00000 -0.00061 :o.00000 0.00000 2 0.00000 0.00000 0.00000 -0.00091 0:00000 0.00000 0:00000 0.00000 0.00000 0.00000 0.00000 , -0.00011 1 0.00000 0.00000 -0.11279 -0.00132 0.00000 0.00000 2 0.00000 0.00000., -0.16488 -0.00197 0.00000 0.00000 3 0.01908 -0.00035 0.00000 0.00000 0.00000 -0.00014 1 0.00000 0.00000 -0.21408 0.00000 0.00000 0.00000 ;2 0.00000 0.00000 -0.31723 0.00000 0.00000 0.00000 3 0.02528 -0.00058 0.00000 0.00000 0.00000 0.00000 1 0.00000 , 0.00000 -0.71643 0.00000 0.00000 0.00000 2 0.00000 0.00000 -1.52443 0.00000 0.00000 0.00000 3 0.02569 0.00103 0.00000 0.00000 0.00000 0.00002 1 0.00000 0.00000 -0.45964 0.00000 0.00000 0.00000 ,2 0.00000 0.00000 -0.36897 0.00000 0.00000 0.00000 0.01971 0.00103 0.00000 0.00000 0.00000 0.00001 • SOUTHCENTER.MALL- .WEST ENTRANCE PAGE'N SUPPORT REACTIONS. - UNIT.KIP FEET ,STRUCTURE TYPE; ='SPACE. JOINT LOAD ' FORCE -X • FORCE -Y :: FORCE -Z MOM -X MOM -Y kook '.2. 0.00 0.00 -0:47 0.00 0.00.. 0:00 :.: 0.00 0.00 -1:30 0.00 .: 0.00 • .. .0:00 0 .48 0:72 0.00: 0..00 0.00 0.00 0 • 0.00 3.28 ..._ . 0.00 0:00 0.00 0.00 2.69 ; 0.00 .. 0.00 . :' . 0.00 :. 3:69 9:58 0:00' 0.00 0.00 0.00 0.00 0.00: -T.25 0.00 0.00`.:: 0.00 0.00: 0.00`. -2.92 0.00,: 0.00 0.00 0.01 0.00 0.00 0.00:: 0.00 0.00 0.00 0.00 5.41.. 0.00 0.00'.: 0.00 0.00 0:00 6.03 0.00 0.00 0. . 1.22 7.75 0.00: 0.00 0.00: 0.00 0 .00 0.00 -1:25 000.. 0:00.:: 0:00 0.00` 0..00 2.92. 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00:' 0.00 0.00 0.00 5.41 0.00 0.00. 0`.00' 0:00 0.00 6.03 0.00'' 0.00 0.00 -1.30' "` 6.16 0.00. 0.00 0.00. 0..00 0.00 0.00 -0.47 0.00 , 0:00 0.00 0.00 0.00... 1:30. 0.00 0.00 0.00 0:49 0:73 0.00 0.00 0.00. 0..00 0.00 0.00' 3.28 : 0.00 0.00' 0.00 0.00 0.00 2.69 0:00 0.00 0.00.: -3.77 7..99. 0.00 0.00 0.0.0 0.00 SPACE SHEAR-Z TORSION 11, _ ..MEMBER END: FORCES :STRUCTURE' TYPE ALL . UNITS . ARE -- KIP .:FEET MEMBER LOAD JT AXThL SHEAR-Y 1 ., 0.00 0.00 -0.47 0.00 0.00 0.00 , 1 2 0.00 0.00 0.99 0.00 5.82 0.00 -1.30 0.00' 0.00. 0.00 0.00 0.00 1.30 0.00 10.42 0.00 -0.03 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 [...: =. 1.63 0.00 16.17 0.00 1 0.00 0.00 -0.99 0.00 -5.82 2 2 0.00 0.00 -1.30 0.00 -10.42 0.00 3 0.00 0.00 1.30 0.00 ". 2 0.00 -0.45 0.00 0.00 0.00 L ,. , 3 0.00 0.45 0.00 0.00. 0.00. -3.80 3 0•00 0.00 1.65 0.00 -16.17 0.00 4 0.00 0.00 -0.97 0.00 4.72 0.00 ? 0.00 1.39 0.00 -20.85 0.00 4 0.00 0.00 -1.39 0.00 8.34 3 -3.36 0.65 0.00 0.00 0.00 3.80 , 4 3.36 -0.65 0.00 0.00 " 0.00 2.01 L SOUTHCENTER MALL-WEST OTRAI4CE- 0.00 0.00 0.79 0.00 '-4.72 0.00 [: 0.00 5 0.00 0.00 -0.79 0.00 0.00 0.00 0.00 1.39 0.00 -8.34 0.00 0.00 0.00 -1.39 0.00 0.00 0.00 -3.36 -0.34 0.00 0.00 0.00 -2.01 1 7 5.. 3.36 0.34 0.00 0.00 0.00. 0.00 0.00 0.00 -1.25 0.00 0.00 7 0.00 0.00 1.77 0.00 12.09 2 6 0.00 0.00 -2.92 0.00 0.00 7. 0.00 0.00 2.92 0.00 23.33 3 6 0.00 -0.01 0.00 0.00 0.00 7 0.00 0.01 0.00 0.00 0.00 6 1 7 0.00 0.00 -1.77 0.00 -12.09 8 0.00 0.00 2.41 0.00 28.69 2 7 0.00 0.00 -2.92 0.00 -23.33 8 0.00 0.00 2.92 0.00 46.65 3 7 0.00 -0.50 0.00 0.00 0.00 8 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.06 0.00 0.00 0.00 0.00 0.06 -4.03 7 1 8 0.00 0.00 3.00 0.00 -28.69 0.00 9 0.00 0.00 -2.32 0.00 5.13 0.00 1 1 , SOUTHCENTER MALL-WEST Et■ITRANCE. --' PAGE NO L „..„ . ...,, MEMBER END FORCES STRUCTURE TYPE = SPACE ALLDNiTS ARE -- KIP: FEET • • _ . MEMBER LOAD JT AXIAL :SHEAR -Y SHEAR -Z TORSION 8 0.00 0.00 3.11 0.00 0.00 0.00 -3.11 0.00 7.75 0.72 0.00 0.00 -7.75 -0.72 0.00 0.00 2.46 1 9 0.00 0.00 0.86 0.00 0.00 10 0.00 0.00 -0.86 0.00 2 9 0.00 0.00 3.11 0.00 0.00 10 , 0.00 0.00 -3.11 0.00 0 00 0.00 -0.41 0.00 0.00 0.00. 2.46 10 0.04 0.41 0.00 0.00 0 00 0.00 0,00 0.00 -1.25 0.00 0.00 0.00 12 0.00 0.00 1.77 0.00 12.09 0.00 0.00 -2.92 0.00 0.00 0.00 0.00 0.00 2.92 0.00 23.33 0.00 0.00 -0.01 0.00 0.00 0.00 0.00 12 0.00 0.01 0.00 0.00 0.00 -0.07 12 0.00 0.00 -1.77 0.00 -12.09 0.00 13 0.00 0.00 2.41 0.00 "28.69 0.00 12 0.00 0.00 -2.92 0.00 -23.33 0.00 13 0.00 0.00 2.92 0.00 46.65 0.00 12 0.00 -0.50 0.00 0.00 0.00 0.07 13 0.00 0.50 0.00 0.00 0.00 -4.04 13 0.00 0.00 3.00 0.00 -28.69 14 0.00 0.00 -2.32 0.00 5.13 13 0.00 0.00 3.11 0.00 -46.65 14 0.00 0.00 -3.11 0.00 18.66 13 -6.16 0.81 0.00 0.00 0.00 14 6.16 -0.81 0.00 0.00 0.00 12 1 14 0.00 0.00 0.86 0.00 -5.13 15 0.00 0.00 -0.86 0.00 0.00 2 14 0.00 0.00 3.11 0.00 -18.66 15 0.00 0.00 -3.11 0.00 0.00 3 14 0.01 -0.54 0.00 0.00 0.00 15 -0.01 0.54 0.00 0.00 0.00 13 1 16 0.00 0.00 -0.47 0.00 0.00 17 0.00 0.00 0.99 0.00 5.82 2 16 0.00 0.00 -1.30 0.00 0.00 17 0.00 0.00 1.30 0.00 10.42 3 16 0.00 -0.03 0.00 0.00 0.00 17 0.00 0.03 0.00 0.00 0.00 14 1 17 0.00 0.00 -0.99 0.00 -5.82 18 0.00 0.00 1,63 0.00 16,17 MOMZ 0.00 0.00 0.00 0.00 4.04 3.23 0.00 0.00 0.00 0.00 -3.23 0.00 0.00 0.00 0.00 0.00 0.00 -0.23 0.00 0.00 • • . . - ..,: F:i'.• .; -',".;. '..., ...._ :•.• ;.,...•,.::.... .,.. .,......, 1 .J..... ..,..,..•..,...,,. - j ............. .,..• •. .:•:,,,,........:......•.,:?.. Ii SOUTHCENTER MALL-WEST ENTRANCE „ •. ,• ••••. • • MEMBER. END FORCES STRUCTURE TYPE' = SPACE ALL UNITS ARE -- KIP FEET, MEMBER LOAD . JT AXIAL SHEAR-! SHEAR-rZ TORSION MOM-Z 2 17 0.00 0.00 -1.30 0.00 -10.42 0.00 18 0.00 0.00 1.30 0.00 20.85 0.00 17 0.00 -0.46 0.00 0.00 0.00 0.23 18 0.00 0.46 0.00 0.00 0.00 -3.88 18 0.00 0.00 1.65 0.001 -16.17 0.00 19 0.00 0.00 -0.97 0.00 4.72 0.00 18 0.00 0.00 1.39 0.00 -20.85 0.00 19 0.00 0.00 -1.39 0.00 8.34 0.00 18 1.87 0.78 0.00 0 0.00 3.88 19 -1.87 -0.78 0.00 0.00 0.00 3.13 19 0.00 0.00 0.79 0.00 -4.72 20 " 0.00 0.00 -0.79 0.00 0.00 0.00 19 0.00 0.00 1.39 0.00 -8.34 0.00 20 0.00 0.00 -1.39 0.00 0.00 , 0.00 19 1.87 -0.52 0.00 . 0.00 0.00 - 3.1 3 20 -1.87 0.52 0.00 0.00 0.00 0.00 5 0.00 0.79 0.00 0.00 0.00 0.00 10 0.00 -0.42 0.00 0.00 ' 0.00 3.02 5 0.00 1.39 0.00 0.00 0.00 0.00 10 0.00 -0.39 0.00 0.00 0.00 4.45 5 6.51 0.00 -0.03 0.00 0.00 0.00 10 -6.51 0.00 0.03 0.00 0.14 0.00 18 1 10 0.00 1.28 0.00 0.00 0.00 -3.02 21 0.00 0.00 0.00 0.00 0.00 14.20 2 10 0.00. 3.50' 0.00 0.00 0.00 -4.45 21 0.00 0.00 0.00 0.00 0.00 35.07 3' '10 6.92 0 00 0 01 0.00 -0.14 0.00 21 -6.92 0 00 -0 01 0.00 -0.04 0.00 19 1 15 0.00 -1.28 0.00 0.00 21 0.00 0.00 0.00 0.00 2 15 0.00 -3.50 0.00 0.00 21 0.00 0.00 0.00 0.00 3 15 0.51 0.00 0.00 0.00 21 -0.51 0.00 0.00 0.00 20 1 15 0.00 -0.42 0.00 0.00 0.00 20 0.00 0.79 0.00 0.00 0.00 2 15 0.00 -0.39 0.00 0.00 0.00 20 0.00 1.39 0.00 0.00. 0.00 3 15 1.05 0.00 -0.01 0,00 0.05 20 -1.05 0.00 0.01 0.00 0.00 1 _ '21 1 4 0.00 0.18 0.00 0.00 0.00 0.00 9 0.00 0.18 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 -0.04 3.02 -14.20 4.45 -35.07 0.00 0.00 -3.02 0.00 -4.45 0.00 0.00 0.00 CDU'ilidENTER MALL-WEST. ENTRANCE .24 1 3 19 ALLUNITS:ARE.," KIP FEET' 26 14 0.00 19 0.00 14 0.00 0.00 1.30 -1.30 0.00 0.00 0.00 8 0.00 3 0.00 0.00 13 0.00 18 0.00 13 0.00 18 0.00 13 0.00 18 0.00 1 2 0.00 7 0.00 2 2 0.00 7 0.00 3 2 -0.42 7 0.42 27 1 12 0.00 17 0.00 2 12 0.00 17 0.00 3 12 0.43 17 -0.43 MEMBER:END'FORCES STRUCTURE TYPE.= SPACE' MEMBER LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM-Y MOM -Z 2 • 4 0.00 0.00 0.00 0.00 0.00 0.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9 0.98 0.00 0.00 0.00 0.00 0.00 1 ' 2 2 . 1 21 0.00 0.00 0.00 0.00 0.00 0.00 22 0.00 0.00 0.00 0.00 0.00 0.00 2 21 0.00 0.00 0.00 0.00 0.00 0.00 ,. 22 0.00 0.00 0.00 0.00 0.00 0.00 ',. j 1 3 21 0.00 0.00 0.00 0.00 0.00 0.00 22 0.00 0.00 0.00 0.00 0.00 0.18 0.00 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28 1 1 0.00 0.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 •F • _ TORSION L „ . L Ii MEMBER.. END FORCES STRUCTURE TYPE = SPACE ALL UNITS ARE KIP FEET -MEMBER 'LOAD JT AXIAL SHEAR-Y: 0.00 0.00 0.00 0.00 0.00 0.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.85 0.00 0.00 0.00 0.00 0.00 -0.85 • 0.00 0.00 0.00 0.00 0.00 0.00 •0.00 0.00 0.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 •0•00 0.00 £ 0.00 0.00 0.00 0.00 0.00 3 0.85 0.00 0.00 0.00 0.00 0.00 7 -0.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9 0.00 • 0.00 • 0.00 0.00 0.00 0.00 • 0.00 0.00 • 0.00 0.00 0•00 0.00 0.00 0.00 0.00 0.00 • 0.00 • 0.00 •.0.00 0.00 •0.00 9 6.29 0.00 0.00 0.00 • 0.00 • 0.00 33 • 0.00:. 0.00 0.00 0.00 0.00 • 0.00 0.00 0.00 0.00 0.00 " 0.00 0.00 0.00 0.00 0.00 0.00 • 0.00 • 0.00 0.00 0.00 0.00 0.00 0.00 4.41 0.00 0.00 0.00 0.00 0.00 -4.41 0.00 0.00 0.00 0.00 0.00 12 0.00 0.00 0.00 0.00 0.00 0.00 16 0.00 0.00 0.00 0.00. 0.00 0.00 12 0.00 0.00 0.00 0.00 0.00 0.00 16 0.00 0.00 0.00 0.00 0.00 0.00 12 -0.86 0.00 0.00 0.00 0.00 0.00 16 0.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12 0.00 18 0.00 12 0.00 18 0.00 3 12 -0.86 18 0.86 34 1 14 0.00 0.00 18 0.00 0.00 2 14 0.00 0.00 18 0.00 0.00 3 14 6.16 0.00 18 -6.16 0.00 0.00 0.00 0.00 0,00 0.00 0.00 35 1 14 0.00 0.00 0.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Mori -y .mori 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L ., MEMBER LOAD JT AX/AL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 2 14 0.00 0.00 0.00 0.00 { 20 ' 0.00 0.00 ' . 0.00 . 0.00 '0.00 - 14 -2.45 0.00 0.00 0.00 0.00 . 20 - 2.45 0.00 . 0.00 0.00.. 0.00 9 0.00 0.00 0.00 0.00 0.00 21 0.00 0.00 0.00 0.00 0.00 2 9 0.00 0.00 0.00 0.00 0.00 i 21 0.00 0.00 0.00 0.00 0.00 3 9 -3.37 0.00 0.00 0.00 0.00 21 3.37 0.00 0.00 0.00 0.00 ,37, 1 I 14 0.00 0.00 0.00 0.00 0.00 0.00 0 ', - 21 0.00 0.00 0.00 0.00 0.00 2 14 0.00 0.00 0.00 0.00 0.00 21 0.00 0.00 0.00 0.00 0.00 0.00 3 14 3.41 0.00 0.00 0.00 0.00 0.00 21 -3.41 0.00 0.00 0.00 0.00 9 0.00 1.28 0.00 0.00 0.00 0.00 22 0.00 0.00 0.00 0.00 ' 0.00 11.18 9 0.00 0.00 0.00 0.00 0.00 0.00 22 0.00 0.00 0.00 0.00 0.00 9 0.85 0.00 0.00 0.00 0.00 0.00 22 -0.85 0.00 0.00 0.00 -0.02 0.00 14 0.00 -1.28 0.00 0.00 0.00 0.00 22 0.00 0.00 0.00 0.00 0.00 -11.18 14 0.00 0.00 0.00 0.00 0.00 0.00 22 0.00 0.00 0.00 0.00 0.00 0.00 L. 3 14 0.85 0.00 0.00 0.00 0.00 0.00 22 -0.85 0.00 0.00 0.00 -0.02 0.00 L L ,44***.0,4,..****** SOUTHCENTER MALL-WEST"ENTRANCE MEMBER END FORCES STRUCTURE TYPE = SPACE' • ALL UNITS ARE -- KIP FEET' 111. UNIT INCHES KIP 112. PARAMETER 113. CODE AISC 114. FYLD 46 ALL 115. CHECK CODE ALL END OF LATEST ANALYSIS RESULT ************** ALL UN/TS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY HZ LOCATION ,1 i =- ST TUB: i1401406 - PASS AISC- H1-t3 0.052 .2 •• ST .TUB. 1401406 PASS , AISC- :41-3 0.103 2 " • : 0.00,C -250:18 0.00. 96.00:" ST .TUB 1401406 PASS AISC- H1-3 • 0.103 2 ST TUB 1401406 PASS AISC- H1-3 -" 0.041 ST:" TUB 1401406 PASS AISC- H1-3 0.115 r ,2 • ST TUB 1401406 PASS AISC- H1-3 . • , 0.00 C ' -559.82 0.00 96.00 ST TUB 1401406 PASS AISC- H17-3 0.231 2 0.00 C -559.82 ' 0.00 0.00 .TUB " 1401406 PASS. AISC- H1-3" . 0.092 ^ 0.00 C ' -223.93 0.00 0;00 ' • • ALL :UNITS ARE.;.- KIP:INCH-..(UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL,COND /.. RATIO /: LOADING /;.; FX MY MZ LOCATION::: ======================= === ==-- ---- -- - -= =-- =====m= = a. . SOUTHCENTER .'MALL - WEST'; ENTRANCE PAGE NO ST TUB 1401406 PASS AISC H1 -3 0.115, 0.00 C -279.91 0.00 T TUB 1401406 PASS AISC- H1-3 0.23]. 0.00 C -559.82 :0.00 T TUB 1401406 PASS. AISC- H1 -3 " 0.231 0.00 C , -559.82 0.00 T TUB 1401406 PASS AISC- H1 -3. 0.092, 0.00 C -223.93 0.00 T TUB 1401406 PASS AISC- H1-3 0.052 0.00 C -125.09 0.00 T TUB 1401406. PASS AISC- H1-3 0.103 0.00 C -250.18 0.00 `.. 5 ST TUB 1401406 PASS AISC - H1 -3 0.103 0.00 C - 250.18 0.00 6 ST TUB. 1401406 PASS AISC- H1 -3 0.041 0.00 C -100.07 0.00 7 :`ST'. TUB 140606 PASS AISC= H1 -3 0.037 0.00 -53.39 T TUB.140606 PASS AISC. =.H1 -3 00 0 0:00.• 420.89 96.00 2 '.•. , 96.00 :.. 2: 0.00.. ,.. 2 2 96.00, 2' :.: 96.00' 2.. 0.00. 0.00'. 2` 60.00 2. 210.00 „ • ALL UNITS ARE - !iip:'iNclOuiTLEss OTHERWISE NOTED) MEMBER • „„ TABLE RESULT/ CRITICAL CONN, .. RAT/0/ LOADING/ MY. MZ LOCATION ===== ==_= - = - == - 19 ST TUB 140606 PASS AISC- H1-3 0 317 0.00 C 0.00 420 89 210.00 20 ST TUB 140606 PASS AISC- H1-3 0.037 2 000C 0.00 -53.39 0.00 ,ST TUB 140606 PASS TENSION 0.003 098T ' 0.00 0.00 0.00 22 ST TUB 140606 PASS AISC- H1-3 0.000 0.00 0.00 0.00 23 ST TUB 140606 PASS AISC- H1-3 0.004 3 0.00 0.00 0.00 ST TUB 60303 PASS AISC- H1-3 0.000 000C . 0.00 0.00 0.00 25 ST TUB 60303 PASS AISC- H1-3 0.000 000C 0.00 0.00 0.00 26 ST TUB 60303 PASS TENSION 0.005 3 042T 0.00 0.00 0.00 27 ST TUB 60303 PASS AISC- H1-3 0.006 3 043C 0.00 0.00 0.00 28 ST TUB 60303 PASS AISC- H1-3 0.017 3 085C 0.00 0.00 0.00 29 ST TUB 60303 PASS AISC- H1-3 0.017 3 0.85 C 0.00 0.00 0.00 30 ST TUB 60303 PASS TENSION 0.073 3 629T 0.00 0.00 0.00 31 ST TUB 60303 PASS AISC- H1-3 0.075 3 441C 0.00 0.00 0.00 ST TUB 60303 PASS TENSION 0.010 3 0.86 T 0.00 0.00 0.00 33' ST TUB 60303 PASS TENSION 0.010 3 0.86 T 0.00 0.00 0.00 34 ST. TUB 60303 PASS AISC- H1-3 0.136 3 6.16 C 0.00 0.00 0.00 35. ST TUB 60303 PASS TENSION 0.028 3 2.45 T 0.00 0.00 0.00 36 ST TUB 60603 PASS TENSION 0.029 3 3.37 T 0.00 0.00 0.00 37 ST TUB 60603 PASS AISC- H1-3 0.051 3 3.41 C 0.00 0.00 0.00 - PAGE , NO .< El El El SOUTHCENTER MALL-WEST ENTRANCE UNITS ARE : .7, KIP :INCH .(UNLESS OTHERWISE NOTED) .. .,.,,, ..; .. ,.... . .. . ,. .:- .. : • . .. . :. • • .,:- , .: .:::14EMBER :!'...'..TAELE . . ' ' :: 'RESULT/ • : CRITICAL': COND/ . , RATIO/ LOADING/:-.Y MZ „ . . ' : LOCATION . ..: ::-•,,`:,'.: ,:-, : "."::: .. •:,,.. . -, . -. : . • , . .: . .. . : .. ... ::;:. !:,..;...., =:12.a==i2== ====== ---- ST TUB 140606 PASS AISC7 H1-3 ' 0.101 0:00 C . 0.00 -134 210.00, ST TUB 140606 - - PASS AISC.t H1-3 0.101 1.1 • . ..• ****4*** END OF STAAD-III ************** • DATE= APR 13,1999 TIME= 14 : 50: • 6 4 *** • ****4;•;,*****4************************************4,******* • ,•:FOR :f • QUESTIONS REGARDING THIS VERSION OF PROGRAM * • RESEARCH ENGINEERS, Inc at • * • , h: (714) 9747-2500 Fax: (714) 921 • • •. * - • ***************k*************************t************* 4, SEP-24-1999 17 15 FROM B VI EY ACCOUNT I NG • NBA It MP iVan 15831 ANDneorl pitirroX Pimps calelmIlfs It Dana • MOW III Aseltai irepudes it Campy 1111011•■■■■•■■•••••11 mem • 'non Praia Me. MN nem* 2111411341* • resits 20.48140ri S�SM, Roca Atell .1.111.• We understimd dat 'hest 31.1 of the sougars1. gm Masons that speekil impetrate ses neared kr dii1146- • • • : avails- sedan M oesaga eaeditiess. 'The Nrdleantor eibeasissi "Rawl-Penn mode, a. speoilled• on :‘•• , ••-' • tl1l4 of lino steel :shop drawing psslops lir the anon retrofit, go' tingled:a 411W4a mpossigs. • • inaliori. ;Hawetrw, the strodstal caloolstlan hi the "Itavgievne Stile isdioiN that tin alltrvistio.dssigs loads. . / • • r ahem sad ithint speciallaspeetiao, as teledsid:In !COCO tepolt.#4514, mond doe ideal look ,ss ..:. o d by hadi • : 'Mande asstoos. The watistor Is Rowen a'. ibilonsilleg d sorban wafts tin golidies Thnsfses, *mill isinglass bast appear to mottootar.nshilltlhe soahon per 4 iessufsetursr's sperifiestian. yie de set malts sad tbr special inspeMan. Tiforfotor; ia,torgogitretri•, ' '11 4e - V=e , ,g1 • " " SiniStelY, Arsdersan-l'qlon $fracolowl iDtginsertr. ConiNitetes Dagollitisinor *an M Merge zoreo 'd Z60asezeoz 111041 a illtiAtia 43E31 aSgE0 66-EZ-d3S laputre e-tti-ett I OCT -25 -1999 14 49 FROM HIV EY ACCOUNTING TO 431.3665 P. 01 $outhcenar Mss • Ranonatlon 803 Southway Mall Tulaila WA 98188 Tai (206) 241.6377 Fat (206) 2416375 Washington ollloo 205 Columbia St P.O. Box 4567 Seama. WA 98104-0567 Td 2066214884 Fax 206 - 343.1728 Seats Lianas Washington BAYLLECG034.1C Calla n is 734880 Arizona 124221 BAYLEY CONSTRUCTION To: p4v'e. La r soP% Company: 'Depojw.ewj' a ettmw 4Nay Ue ve b ve % t� From: - So51 Pc-e C 0 Urgent Facsi ile T_ rans Fax: 4 4 13( — 3h (o 5 Date: _ 1a /ZO - Pages: ❑ For Review ❑ Please Reply 4-1xeci 44 k Notes: t y'e. Yt :1 mn , 4r lee v1 a C. e.. 4 kr •51%0. nloc4-- -. 4' fa CO a vILe Thank you. ovh RECEIVED ITY OF TUKWILA CT 2 5 1999 PERMIT CENTER OCT -25 -1999 14:49 FROM BP 'EY ACCOUNTING MO WI/ 118 V1t1 11:31. FAX 1 206 2266 AS1GT ANDERSEN BJORNSTAD KANE JACOBS, INC. Consulting CM rn0 Structural Engineers To DAVE SIRCOLOUMe Fix NUIIU :071-131 t i FIRM MrFHUN PI TNBiS, INC. Jos NAME: SOUTFIC!NTER MALL RENOVATION FROM ALAN lotNsoN qL, JOB Isom 96100.00 DATE: OcTOtsR 22, 1999 N met of PAGE& (INOUIOING no PAGE): 2 HARD COPY WIU.BE Saw wvm FOR' MAU. NOT BE SENT rig PLEASE CALL 206.340.2255 N: TRANSMISSION IS INCOMPLETE OR ILLEGIBLE ' Thanks, Attached is revised sketch SK-9 showing skylight wall framing as was discussed by phone today with the building inspector Construction, If you have any questions, please call. COPIES To: Joel FERREL, a0L9r 241.6376 RECEIVED CITY OP TUKWILA OCT 25199: PERMIT CENTER ULTI P • EGT: V w ar e OCT -25 -1999 14 49 FROM BA -EY ACCOUNTING 10%22/99 FRI 11:21 FAX: 1 208 L. 2288 ABLI ANDERSEN BIORNSTAD KANE IACOBS- INC. SK y 1i e wir w ill -Crams/4 W4 b Dbstruaj CNOIw�i�s c.Ltr; Site yr ♦ s'', 1 oi.. iv1iOo �O :== =" G A 414 vo T nke + t SUBJECT: S toe V) 1 lr►fi w' ' J 6MEET / wo - re : kl'1't, .4 uribi 1 S*H./ gLa"y • ?=0" ,t vi/ti zo c504 s ste l . C6 mix col L I. c's) t4? f _ f • Hs Laz £$01 W tkeo a Z386 4eoc.. "1 v., 25 GA STIA 10 Cw1 ti*P011 o G TO N 5 t 4d.tS., 4313665 P.03 IC A 11 B 0002 w 4 -411 SC. WrJ I T O Yrt4 ✓0 $ 2- MtLTs • tb VPST PALS.* ' y N �� To Ts1i 3 ZTr1at,w. 254A CO +uTnNaom S �~ Z " c.s '� s gig A• $•fHb ShA41.1 eV. r " 4 "" ••• x - 44 Screw 25 Gin .. G r41Fe.o - 560Z Cf2.5' 7X. cao. 4 1 1 1' i W ALA. Prmsi4 - RECEIVED CITY OF TUKWILA OCT 2 5 1999 PERMIT CENTER TOTAL P.03 COPIES DATE NO. DESCRIPTION BILLING I Pi's' r u -. 9: y Alswl0 *s 7 Proo. %O3Ar c.A.s • We Are Sending You: Printing: ❑ REPROGRAPHICS HOUSE REMARKS. OOOAnderson - Peyton ❑O❑ Structural Engineering Consultants 000 A Division of ACP Consultants. Inc. 11621123rd Avenue South. Suite 321 Federal Way. WA 9811111 12531941.9929 Fan: (253) 941.1919 Seattle / Fastside 12061292.09411 TO I(I 1Ei C R of ngL.A NOV 08 1999 olimat CENTER y These Are Transmitted As Checked Below: ❑ As requested ❑ Approved as submitted ❑ NrFor your use ❑ Approved as noted ❑ FgentegliebReWew: ErDelivery By .50 150/4 FSURN ITfAL NO.Ictt 7 This submittal has been ciecked Tar general compliance with the Contract Do • uments as follows: n.� CONSTRUCTION i'n L E T T E R R OF T AN S M ITTAL DATE 1 JZ5 / 9c) !JOB NO. 99'z44 ATTENTION nef PROJECT: c.anR C.EJ.x1'efz_ r f fk`` ❑ Prints ❑ Mylars ❑ Structural Calculations ❑ Fax Sheets Including Letter Of Transmittal ❑ Shop Dwgs. ❑ Disks ❑ Other ❑ Pick Up ❑ Mail ■ O Revise & Resub r t 0 REJECTED as Unacceptable Note: In no way does doesthla taw relieve Subcontractor of •.., I. necessary dimensional ands dub reptiicd fbr the complete awl • • I A • term • r COPY T0• t o a Daft T SIGNED• etrczs If enclosures are not os noted, kindly notify u of once Clijr Anderson-Peyton Structural Engineering Consultants A Division °MCP ConsufraRet, Inc 31620 23rd Ave. S. Suite 321, Federal Way, WA 98003 Phone (206) 941-9929 FIX (206)941-9939 Memo Pad#5 From Kent George 0 eM mo 0 Ph Log 0 Cone. 0 i Page_of_ Distribution: Date: : Project' Person: Company: Subject:. October 28, 1999 Time: Southcenter Mall Renovation Project No. Mike Mehrer Phone No. Mehrer Drywall Fax No Framing Modifications at Sears Entry Sent Via 99204 206-282-4288 206-285-2092 Fax • Mail 0 Billing File • • , ; Mike: Please find attached a revised copy of detail-9 at the "Sears Entry" with the additional structural calculations for the field framing modifications. Per our discussion you indicated that a 16-gauge (1 -¼)" continuous crc strong back has been provided at the location where the soffit joists frame to the 800WC14 studs at 12" o.c. You also • indicated that the soffit joists and 350WC18 interior soffit studs have been placed at 16" o/c, and therefore the . soffit joists do not align with the 800WC14 soffit studs at 12" o/c as they were shown to in the original version of detail-9. In order to connect to the soffit joists to the studs you indicated that the joists bear on top of the 16-gauge • (144)" crc strong back which is connected to the flange of each 800WC14 stud at 12" o/c. with (1)-#10 screw. Additional structural calculations have indicated that the 16-gauge (l4A)" continuous crc strong-back will be • acceptable for transferring the gravity loads from the soffit and interior soffit studs to the 800WC14 studs. • However, since the interior 350WC18 soffit studs do not align with the exterior 800WC14 studs it is necessary to place (3) additional 350WC18 strong backs at the back of the 800WC14 studs at the locations where the soffit joists and 18-gauge 3x3 angles were initially shown to frame to the 800WC14 studs. See the revised copy of detail- • 9 showing the connection of the additional strong backs to the existing framing. Sincerely, • Anderson-Peyton Structural Engineering Consultants Kent M eorge Design Engineer Enclosures: Structural calculations and details. OOOAnderson - Peyton ❑[J❑ Structural Engineering Consultants LJOIJ A Division of ACP Consultants. Inc. PROJECT Se-e- otl_' to FcP 14cre.% CLcuoec• anE016 INDtc �T r t r=o1S - TAINT HA•1 Me/4 ISE Pes p, ri u'- OF" 1M Ffti lhN4 Ko4A (' /2: 5/ E"t- p'tuc- 4 (t) /0 J irflcrri (24 - 21 e ?lea Ct.t2 "O c. $ (1)zt. '-aN F L ANG� CO, 1(o" Cr— Tb tJT RACZA : V E.P11N CAC, %S coA rintU.04S W iTh • o'. - , No Spt tcES ate. N b Ls. 'cc_ . Fuu.. t{1- ITT- A- (c oAn> \ e" C ..P / e CZ) $ate T 1; S T'�tP eet'ven ) GP t �C >`Nc— 14- 5'Ttdvb V tt . 41 r..E'1 =v.1�S is 12 "pL FPNcrt1 Er" L•eA �t'tic r-1 Tr, e." -s-cur vqeer, ( Ebra.A.A1 < -;-1 .( 1 0 .F►tculS IZ "oc_ ova VSEe=. Tb Tap bp fun L-ccr a. -c P %vI t` W.i- FF %r'\ "51U ‘ 4 31620 23rD Avenue Suuth. Suite 321 Federal Way, JOB # DESIGNED CHECKED SHEET,' OF DAT. DATE (• 1 ••• FAA Pr. • putts"; • iec-P% 3x x I ' - 1 •' AA1c.,t.e... W/ (2) 4 tv FP-.o'• 't1 -r i.. `t•C 1/sl a caP 1`_+4.5100 - Mat.: Scnew5 rJ 8, J14 SE 4$" w . Prl.4410.1 vJ/ SZUa 1.t.isnt•tt-, : ` itv4A 3 • S )C, ScP+e»1 To EA �'. LT .: o' VT F t' LSStct4 w/ Co oV: /4")3� IOWG.18 K Cg 'StroNdn �pC-K1 lC+ e�N asi4 F { CeIrRtL. Fen CALL.- eta' b. tN C.o•ccWor- 1 t 4 2- vs TG Angrac !o RAMie FI.A a ' •-• ,; 7� ^`r •ZINCOfiire P. G•M1Nuct •1 - /1/4141- 5%013 P2U� eee0K1 ) WA 98003 1253) 941-9929 Far: 12531 9.1.9939 Seattle / Eust (206) 92 -0940 OOOAnderson - Peyton ❑O❑ Structural Engineering Consultants OOO Division of ACP Consultants. Inc. PROJECT JOB # SHEET OF DESIGNED DATE to/21/99 CHECKED DATE Luc■ ' Rao' 4 . Pbe-Aerc‘t: (. r 11r� 1 CF GU ± 2`)o(�-) = 1-4-1.6" no (4 ij) • 2e1 W iN9 .41-32 sm ; I. 15 -- C2") scfpwc. 4 a l� -_-=r RMp = L 1 , g 121. @ GS 50� Vs Stt', CAP =ra' --C (t61 N4 O *5 . PEA r u.vw Gies o tJl"1 'Pfttu \Yll `` ( Sit'1.� 31620 23rd Avenue South. Suite 321 Federal Way. WA 981)03 (253) 941 -9929 Fax: (253) 941.9939 Seattle / Eustside (206) 292.0940 t') Design. Parameters: Lx 22.000 ft Kx. 1.0000 Cbx 1.0000 Cmx 1.0000 Braced Flange: None Loads: P (k) Entered 1.4150 Applied 1.4150 Strength. 7.0333 CFS.Version 3.0 ,Section: Section 4.sct Channel 8x1.625x0.51 -14 Gage Member Check -1996 AISI Specification (ASD) Mx (k -ft) 1.9005 1.9005 2.9026 Effective section properties at Ae 0.83350 in ^2 Ixe Sxe(t) Sxe(b) Interaction Equations AISI Eq. C5.2.1 -1 (P, Mx, My) RISI Eq. C5.2.1 -2 (P, Mx, My) AISI Eq. C3.3.1 -1 (Mx, Vy) AISI Eq. C3.3.1 -1 (My, Vx) Vy ' (k) 0.4450 0.4450 4.0739 Ly 2.000 ft Lt Ky 1.0000 Kt Cby 1.0000 ' 'ex Cmy 1.0000 ey Moment Reduction, R:'0.0000 Rev Date: 10/27/1999 Rev. Time: 4:41:27 PM Rev. By: ' Phone: Fax: Iye Sye (1) Sye(r) My: Vx (k -ft) (k) 0.0000 0.0000 0.0000 0.0000 0.3020 . 2.2784 .,. 0.2341 0.6714 0.1834 0.201 + 0.717 + 0.000 - 0.918 <= 1.0 0.141 + 0.655 + 0.000 - 0.796 <- 1.0 0.429 + 0.012 - 0.441 <= 1.0 0.000 + 0.000 - 0.000 <- 1.0 inA4 inA3 inA3 Deflection (in) .1.6841 1 , 1'MA* SCONP4C.Var 0.60261 OOOAnderson - Peyton OOO Structural Engineering Consultants COO Division of ACP Consuttantx. Inc. PROJECT 'SSA Iva Gael:"' flt4 t;E, .4h4/(Q) . to SA ire vrt - -. It 4A.: 1612 " FL- (:') 1r> 1.4.zev4 try merriBE — 5_oF= rT " C, wimEc.Tt.t'.1 acO S � ••`' G.ONAJEGIlow&S @ 4$"cC_ . Ft.rLL– t.c).14..t>1/4 SoFF tt S r-Y C.0NraELTtei4 Q SQFg.tT .Scvst. 0-1/4/ liz 2.94z J r )4 " r. r • 294 n•' 'd lo,e -w �1> P ,t: erl ' " Tb ���Alti4trt. ��: T.•1Sr r w 1..? `" CK- e JOB# SHEET OF DESIGNED DATE CHECKED DATE ' la ScAM.wS (A PEPS FPNexi rata -S tttN LL./srS ...• 12.7 Art- nr.L 3 • Er_ru7 :,t4t AAt4,tt oh ( . , Y jT1St ..LT1ot f W rrActukm. � se-4E+.4 p►u ., ' 2. C 14 4er. 2.49* > 1 7 7 .4i oVI .0:4 :' lot cr. i+. >74 Fr- rZ 1,L F fi+ c..Tt . 74 ;ill = '. 101 te.,r.,..e.c.T off v„ s C 1 ••∎•••61 it ; t -.= 732 31620 23rd Avenue South. Suite 321 Federal Way, WA 98003 12531 941.9929 Fax: (253) 941 -9939 Seattle / Eaxtside (2(16) 292 -0941) CFS Version 3.0 Section: Section 5 sct Channel 1.5x0.625 -16 Gage Fully Braced Strength 1996 AISI Specification (ASD) Tension 2.8183 k Positive Moment Maxo 0.10049 Ixe 0.045767 Sxe(t) 0.061023 Sxe(b) 0.061023 Negative Moment Maxo 0.10049 Ixe 0.045767 Sxe(t) 0.061023 Sxe(b):`•0.061023 k -ft in ^4 in A 3 in A 3 Rev: Date:: 10/27/1999 Rev: Time: 5:26:57 PM Rev. By: Phone: Fax: k -ft in ^4 inA3 inA3 Positive Moment Mayo 0.01870 Iye 0.005161 Sye(1) 0.030283 Sye(r) 0.011354 Negative Moment Mayo 0.01870 Iye 0.005161 Sye(1) 0.030283 Sye(r). 0.011354 k -ft in ^.4 in A 3 inA3 k -ft in ^4 inA3 inA3 OOO Anderson •- Peyton =Structural Engineering Consultants oOri Di‘ isiunorACPConsultants. Inc. PROJECT tD JOB# SHEET OF DESIGNED DATE CHECKED DATE I.:,CMTI J N.0'c.L S r vrvJG.. s , .5t9-4/}'bt items e '�S'�oc. W F 't•u.o3 A LIAR N HJ ULL. 1—e../•J EIrt-Ir• .1 rcsr c.4x4 a.4.1 tOT/ - ri'' ccW'-.4 Vu€5 ~ ir , 45"04. tx. P..1_ AsZ --e 2 2 Elo .rt► V �l �,. (4)24,3= r3/4..t .JG1 c y X260 7 ' oVI .. ealt1 E;tT,43 i 1 a 1 c ciL 1 �, 4. IJJ►ite: i'+7a ru „.:, !S E4 AT)X 1 750 WC. 1$ 9tt: -c"N41 Slott voN 2Ito 2 m I 11 11 1 LD 31620 23rd Avenue South. Suite 321 Federal Way. WA 98003 (253) 941.9929 Fax: 12531 941 -9939 Seattle / Eastside 12061 292.0940 C •4i_ IIMONYwa • • • " • • , " , • , 001:3Anderson - Peyton JOB # SHEET__ F EIC:10 Structural Engineering Consultants 000 A Division ur ACP Consultanis, Inc. DESIGNED DATE CHECKED DATE 31620 23rd Avenue South. Suite 321 Federal Way, WA 98003 1253) 941-9929 Fax: (253) 941-9939 Scuttle / Eastside (206) 292-0940 Prepared By: Andersen Bjornstad Kane Jacobs, Inc 800 Fifth Avenue, Suite 3800 Seattle, Washington 98104-3103 pail- ow- • ANDERSEN BJORNSTAD KAU JACOBS• INC. • CONSULTING ENGINEERS • SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: Sf+Lt le-PAADV DI--■ JOB # DATE 6/151q1 SUBJECSALIaW, # F-vv— 3■1 ok/o v_ "Kow 91-1:0\-/L) [ Daz,( -cfr LA.4 l/L) iN) 0 LA) L 0, i e s . r L"\..) &SI-1/ kV TOkl.) °- ,A - A - p 1 117 ) lk,c7k—IL4 or 00 tr.) L. 004 _ e 114. i.o w LQ - (7,7 V.-IDDi 0 -st) 1 6' rj tio -ifs- p 3 fl:\I 7.011D 3.1' UU L./ 5 0-ta Ildr Lokr -1m) r DA3 lut,D 12.137c 14 z to.la V P-c r: eui 0 kv.lp A .SEATTLE, WASHINGTON ANCHORAGE,•ALASKA . NDERSEN BJORNSTAD .KArLJACOBS`. INC PROJECT S V 1A "l C P /t-1. OV Gt.+ 117 JOB # SUBJECT: 5• l") 10Yr I KT BY: y • , • . • ' ".• • • • """'"' • ANDERSEN BJORNSTAD RAG JACOBS • INC. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: S u SUBJECT: C "9_ ■• Lk/ 1 , k ) t'Z Lt U4i s // tL , ced)t LL I D 6. 3 JOB # BY: A-e • ) • C 5 .)0fro (pn-e zs 11 -LI \F I = 13)eJ1 = t„,3 (/.1 ot- l.u(i,)c L ON SZ2 p A IJ B DATE O) SHEET # S r L vt-pDve-- • 5 IAA-Ng s L Owe__ Ccais z. 3 2 11 . CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKAI .1.1000MW014iWOP.I■OW1.....:mos • • ANDERSEN BJORNSTAD KAL JACOBS •INC. PROJECT: Dt4C1 1 2/2 4 4 kiC4.4 btl SUBJECT: JOB # BY: , e-cktitivotteA.t+ ctl DATE 61/370 SHEET # 5tt 9 )442.43 1 L L 410 e c..e 55 3,23-o - leo= "ze, zA .30 )1 (9.13 ri. ,k4 •-\ 317.1 '1 A Ii B AJS vl-cd DL LL. 6,06 L-tS LL vi.t.i---,L'.. 19,33 D (A) L L 3 1 0 dLe_ 7 y i-\La 3 2D (-L., 54e , o • A 17IA Andersen Bjornstad Kane Jacobs, In( 800 Fifth Avenue Suite 3800 Seattle, WA 98104 -3122 (P) 206- 340 -ABKJ (F) 206 - 340 -2266 STEEL BEAM DESIGN tJ eat) t wt BEAM DATA Center Span length Left Cantilever Right Cantilever Unbraced Length Dead Load Live Load Distance To Start Distance To End ▪ 24.00 ft 0.00 ft 0.00 ft 0.00 ft Live Load Not Acting with Short. Term Fy - 36 ksi Load Duration Factor - 1.00 Beam End Fixity Pin:Pin W 1T 1 - 1 AISC Section Section Depth Web Thickness Section Width Flange Thickness Section Area Section Weight rT, y Live Load @ Left - 0.32 klft, @ Right - 0.00 klft Start Location - 12.00 ft, End Location - 24.00 ft SUMMARY USING w12x14, Max Stress Ratio - 66.78%, Min Defl. Ratio - 378.84 TABULAR SUMMARY OF LOAD COMBINATIONS Maximums... Actual Allowable Moment - 19.7 29.5 k.ft Stress - 15.87 23.76 ksi Shear - 3.27 34.30 k Stress - 1.37 14.40 ksi Deflection - .0.760 fb I Fb : % max - 0.668 fv I Fv : % max - 0.095 Min. DI Defl Ratio - 1208.91 Min. TL Defl Ratio - 378.84 0.08 klft 0.06 klft 0.09 klft - 0.00 ft 0.00 ft 12.00 ft - 24.00 ft 12.00 ft 24.00 ft Trapezoidal Loads 0.32 SiJOw Moments.. M+ @ Center M. @ Center @ Left @ Right Shears... @ Left @ Right Deflection.. @ Center @ Left @ Right at 0.00 ft Reactions @ Left Reactions @ Right 111111111111111111111111111111111111111 R. 0.08 klf 11111111111111111111111111111111111111 IL- 0.06klf 111111 111111111111111 11111111111 1111111111111111 1 t LL■ 0.09 k1 f 11111 1111111111111111111111 11111111111111 1111111 24.00 APPLIED LOADS Uniform Loads I 0.00 • • Date: 06116199 STEEL SECTION DATA w12x14 11.91 in lxx 0.200 in Iyy 3.97 in Sxx 0.225 in Syy 4.16 in2 r:xx 14.12 b r:yy 0.95 in O2-I r - T LOA< k I P J 55" Page: ▪ 88.60 in4 ▪ 2.36 in4 ▪ 14.88 in3 ▪ 1.19 in3 ▪ 4.615 in ▪ 0.753 in Dead Load + Loads Placed as follows Placed DL LL LL +ST LL LL +ST for Max Only @Cntr @Cntr @Cants @Cants ▪ 19.7 5.9 19.7 0.0 0.0 0.0 k -ft .0.0 0.0 0.0 0.0 0.0 k -ft 0.0 0.0 0.0 0.0 0.0 k.ft 0.0 0.0 0.0 0.0 0.0 k -ft ▪ 2.46 0.98 2.46 0.00 0.00 0.00 k 3.27 0.98 3.27 0.00 0.00 0.00 k ▪ .0.760 .0.238 .0.760 .0.238 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 0.000 in - 0.000 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in ▪ 2.46 0.98 2.46 0.98 0.00 0.00 k 3.27 0.98 3.27 0.98 0.00 0.00 k V4.4D Ic) 1983.96 ENERCALC ABKJ Inc., kw•060114s1•a ' Andersen Bjornstad Kane Jacobs, In C 800 Fifth Avenue Suite 3800 Seattle, WA 98104 -3122 (P) 206- 340 -ABKJ (F) 206- 340 -2266 BEAM DATA Center Span Length - Left Cantilever - Right Cantilever - Unbraced Length - Live Load Not Acting with Short Term Fy - 36 ksi Load Duration Factor - 1.00 Beam End Fixity : Pin:Pin Dead Load Live Load Distance To Start Distance To End Maximums... Actual Allowable Moment - 21.2 29.5 k -ft Stress - 17.08 23.76 ksi Shear - 3.75 34.30 k Stress - 1.57 14.40 ksi Deflection - -0.851 fb I Fb : % max - 0.719 fv : %max - 0.109 Min. DL Defl Ratio - 780.56 Min. TL Defl Ratio - 338.28 LL 0.13 klf 111111111111111111111111111111111 STEEL BEAM DESIGN , ' J & ) !a v-i 24.00 ft 0.00 ft 0.00 ft 0.00 ft vl> IT' h AISC Section Section Depth Web Thickness Section Width Flange Thickness Section Area Section Weight rT, y - 0.13 klft 0.13 klft 0.21 klft - 0.00 ft 0.00 ft 12.00 ft - 24.00 ft 12.00 ft 24.00 ft SUMMARY USING w12x14, Max Stress Ratio - 71.89%, Min Defl. Ratio - 338.28 TABULAR SUMMARY OF LOAD at Reactions Reactions IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIDL= 0.13 kI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII LL= 0.20 klf IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 24.00 q I t -5 17a 5 9✓\t.Gf L 0040/i STEEL SECTION DATA • • w12x14 ▪ 11.91 in lxx ▪ 0.200 in lyy ▪ 3.97 in Sxx ▪ 0.225 in Syy ▪ 4.16 in2 r:xx 14.12 # r:yy ▪ 0.95 in APPLIED LOADS Uniform Loads t i Placed for Max Date: 06116199 De DL Only COMBINATIONS S ( Page: ▪ 88.60 in4 2.36 in4 - 14.88 in3 ▪ 1.19 in3 4.615 in ▪ 0.753 in ad Load + Loads Placed as follows LL LL +ST LL LL +ST @Cntr @Cntr @Cants @Cants Moments.. M+ @ Center - 21.2 9.1 21.2 0.0 0.0 0.0 k -ft M. @ Center - 0.0 0.0 0.0 0.0 0.0 k -ft @ Left - 0.0 0.0 0.0 0.0 0.0 k -ft @ Right - 0.0 0.0 0.0 0.0 0.0 k -ft Shears... @ Left - 3.28 1.52 3.28 0.00 0.00 0.00 k @ Right - 3.75 1.52 3.75 0.00 0.00 0.00 k Deflection.. @ Center - -0.851 -0.369 -0.851 -0.369 0.000 0.000 in @ Left - 0.000 0.000 0.000 0.000 0.000 0.000 in @ Right - 0.000 0.000 0.000 0.000 0.000 0.000 in 0.00 ft - 0.000 0.000 0.000 0.000 0.000 in @ Left - 3.28 1.52 3.28 1.52 0.00 0.00 k @ Right - 3.75 1.52 3.75 1.52 0.00 0.00 k V4.4D lc) 1983.96 ENERCALC ABKJ Inc., kw•060114s1.a SEATTLE. WASHINGTON , ANCHORAGE. ALASKA JACOBS .'I •. • • • • • •••••• • • • . .. , • • . • • •' ANDERSEN BJORNSTAD CONSULTING ENGINEERS • SEATTLE, WASHINGTON ANCHORAGE, ALASKA 517 m A.4.10,-, JOB # • DATE 6/151) I PROJECT: 5 SUBJECT: yk) 0 L4_) .) Y7 yj 1 K---T BY: A_./. ) SHEET # S e , Vk) LO t6Q/U A) D t JACOBS • INC. L • 6 7 V- l_57, le • t Ain yt Ut. (A6 1\4 CD iD1'10 --- c rooms v- titAre- 1 / - 7 - 1(10k • r2-4-1- 16.L0 0.eLi) '1 vo. ca t vo \ 6 2 , 0 A I J B v .. Ni 6.7 vi 2-6 pf ANDERSEN BJORNSTAD.. KA.:__:' JACOBS • INC. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: SUBJECT: w3 .7DvAk Lt VZPiiil-D`J Spa \AJ 7Y -{--�i 20 t :) �-t s -( (Zu I / 14 w - 1 } v 1 ' L. c l k k . . (` r , I z- ,f4 3 ?. 33 , JOB # BY: . L' J 1 G ''" cc c� Ca 7 (7o ?)/) A ® J DATE (0/ S/ 1 SHEET # S f 0 t �� �E (O = I 1"� p Q t LA/ 7_ 4L. W3 1,1x1 Z3 �.3 a p " LL = L'LD<< _ 2, z1 e)‹ LL = c�C f-33,1).- = L j f �' �Ulva ' • Andersen Bjornstad Kane Jacobs, In( 800 Fifth Avenue Suite 3800 Seattle, WA 98104 -3122 (P) 206 - 340 -ABKJ (F) 206 -340 -2266 STEEL BEAM DESIGN E,-- I ST QL A v AT .E yQ T't - BEAM DATA Center Span Length Left Cantilever Right Cantilever Unbraced Length Dead Load Live Load Distance To Start Distance To End USING w14x22, Max Stress Ratio olt�m, o.00 LL. 0.08k1f ▪ 37.33 ft 0.00 ft ▪ 0.00 ft ▪ 0.00 ft Live Load Not Acting with Short Term Fy - 36 ksi Load Duration Factor - 1.00 Beam End Fixity Pin:Pin ▪ 0.12 klft ▪ 0.08 klft - 0.00 ft - 37.33 ft Maximums... Actual Allowable Moment - 35.7 57.4 k.ft Stress - 14.79 23.76 ksi Shear - 4.04 45.51 k Stress - 1.28 14.40 ksi Deflection - -1.554 fb 1 Fb : % max - 0.623 fv 1 Fv : % max - 0.089 Min. DL Defl Ratio - 493.07 Min. TL Defl Ratio 288.32 37.33 AISC Section Section Depth Web Thickness Section Width Flange Thickness Section Area Section Weight rT, y Live Load @ Left - 0.11 klft, @ Right - 0.00 klft Start Location - 0.00 ft, End Location - 4.40 ft 111111111111111111111111111111111111111 Dl= 0.12 kl 111111111111111111111111111111111111111 • • APPLIED LOADS Uniform Loads Trapezoidal Loads SUMMARY 62.27 %, Min Defl. Ratio - 288.32 TABULAR Moments.. M+ @ Center M. @ Center @ Left @ Right Shears... @ Left @ Right Deflection.. @ Center @ Left @ Right at 0.00 ft Reactions @ left Reactions @ Right Date: 06116199 STEEL SECTION DATA w14x22 13.74 in lxx 0.230 in Iyy 5.00 in Sxx 0.335 in Syy 6.49 in2 r:xx 22.04 II r:yy 1.25 in SID Page: 199.00 in4 ▪ 7.00 in4 ▪ 28.97 in3 ▪ 2.80 in3 5.537 in ▪ 1.039 in SUMMARY OF LOAD COMBINATIONS Dead Load + Loads Placed as follows Placed DL LL LL +ST LL LL +ST for Max Only @Cntr @Cntr @Cants @Cants ▪ 35.7 20.9 35.7 0.0 0.0 0.0 k -ft .0.0 0.0 0.0 0.0 0.0 k.ft 0.0 0.0 0.0 0.0 0.0 k -ft 0.0 0.0 0.0 0.0 0.0 k -ft • 4.04 2.24 4.04 0.00 0.00 0.00 k ▪ 3.82 2.24 3.82 0.00 0.00 0.00 k • •1.554 .0.909 -1.554 .0.909 0.000 0.000 in ▪ 0.000 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in • 4.04 2.24 4.04 2.24 0.00 0.00 k ▪ 3.82 2.24 3.82 2.24 0.00 0.00 k V4.4O Ic11983.96 ENERCALC ABKJ Inc., kw- O6O114s1 -a Ir 11 II I II I II I understand that t Iah Check approv ;re subject to errors anc omissioi�s arld appro at of pTRnC AQ not qt t +h rile th4 ;44V,70tinn ?rir"`}r.ri r.n.l.. • rot - 4:442i.... uwli ( `;yi lu 1lwu ■� -6, IIII it:: .a■ ■Il um --�- i■ ■ ■� ■11 1mo ■i�l \� ��JIII c COL `," 11 1 1 ■u■ C:•••• 1 II n it I■A1j'■■Il a ME ■■ r ®� w ' : M CO 4awil ■I ■vu. 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MOUNT TO AU. 0 s3 -0' ALTO NEW NEUTRAL PIER TO MATCH EXISTWS N. PIERS NEW TENANT LEASE LINE NEW PRECAST MC COLUMN C PROVIDE S STUD T 505 OUT EXISTING TRUCE LIl! WITH 6I MIL STUD ruasiNS S (4 TW.) Dem 61 t51 e W 1h 1ti ...!1111111 1 t,u C1.111111 Il..l�1111111 E 111111111 Si11•1/ I r. sit t ■ ■R :,1 r % , : ti 1 1 .1.! ' ' 'ii �1 ilIf II ■.G,11■fll7hi: •.. : "G iIIUfIRI Two: wymmumpli ma 4 " ....11611111 61114Oill =1 r�. ■ ■ ■ _ 111111 1.•111111 n =011 111:1 1144 x:111)•'1 1i4 ,&W IA...! 1 •••••111111••i Z••• "111111 '1•IU ■311 , r3.rr-7 ”'N' T31 ?T ■7^ 1C- �S_1.CL 4. L 3'7dLLd •I' II-I:o'.: 51911 Lfl III ?A• !l- = - g .■.....= Sill l ! ^ . 1. N O W A S L O � . max:: ill 118Yrn7r':R'rltrirrcc..cm.■-_-..=- p.. LI... l.r i!'.■.. ........ ■....110111....1MIlIII II . S/ /: %%.V4 /,. %/ i M,'' , , � / /' , ,! /% ./,1/� �%' : i TAIL STUD FRAMNC ET D r Wie NEW BRICK VENEER TRANCE 1P. AS SH - �F - -VJ ® CL COL.. giorralawma mss' 1!W MTL GRATE AlE GIP. CONC. PLANTER -SEE OET. WILL E. DUCT OPENINGS IN E. SLAB WN1W CIP. CONC.- SEE STRICT. TTP. AS SHOWN DASHED LOBS INDICATE 0 BE RENOVEo -SEE ION PLAN GMT D•L TTP OVER MIL ROR: V-O APP. RINK LOR' GM OVER S REVD. VP mom amt MN OS Mal, MINIM 08294 8-5-90 E1982941CAD1A25 rum 4 -27 -S111 BAs. APPROVAL t..11r - Rte.. ■t - APIPINIWIPIFYILAM . ' AS REOD. -. .. SUNG STRUCTURAL CONC. . ' -01-TWLa1RCA. PATCH /OR REPAR CUT AREAS AS REQ•0. T MATCH ADJACENT F.00R SURFACES .. is u yr• - O U. • r-0' .�• - 4%0' CSI a 2 = tv t, 0 ref cook , `u o 05 FB I T m m 1 ry m 2 025 NANO. ml THOMAS 0. ONO/ BALL Of 111A9stGION f.1111■111111r Tlli DOR.OIT HAS Seel! PAR PD. PONT AIPLI A MI MO • WU _TO REVIEW AND MODIFICATIONS GOM'la m. Anil MAIN ENTRANCE ENLARGED PLAN AND ELEVATION - �ii111 l• 00 !,.! 1 111 11 .1111111 FOR CONSTRUCTION F 1 r . KEY -PLAN 11 A2• 3 CONSTR SE Southcenter Mall Renovation RFI Transmittal RFIli I 11 Date `VIVI/ Enclosed for your use is a copy of the above stated RFI. If you have any further questions please contact me (Josh Ferrel) at (206) 241-6377. O ACCO ErMichael Johnson ED Cascade Roofing CirTom Crews O CHG Building Systems E r Jack Vadset O Cosco Fire Protection ' Marc E Isaac • Dwinells Visual Systems [(Willie Randall Update Copy p Environmental Accoustics O Evergreen House • Fairwether Masonry O Foster Bray O Heuler Tile O Holmberg Company gf Lunde Atkinson Bell Media Inc. El Drywall, Inc. O Metro Glass • Nuprecon O Pederson Bros. Painting O Sea-Tac Electric O Skagit Architectural Millwork osh Ferrel • RECEIVED CITY OF TUKWILA MAY 1 7 2000 PERMIT CENTER REVISION NO 61 t h1FR .24.2000 To: MIT}L FARTNERS 5 :0EFM ii L 11 I, Tom Crews From: Michael Howatt Company: RE Jacobs Group Project: Southcenter Mall Pax #: do Bayley Qa 206. 241.6375 Project #: 98294.01 R X NR. Date: 24 March, 2000 Page 1 or 3 Torn, Attached is a sketch of the layout of the front of the Mailboxes, Etc. and Tukwila Police spaces. I have been asked to lay out the new corridor between these two, taking space out of the Police space. While looking at the old plans and some photographs I notice that there will be some issues to investigate before laying this out properly. May I get you to check out some existing conditions for me please? They are: There's an expans i of wall west of the brick detail to the Police window, How big is that wall? Is there a way to check the location of interior walls relative to either the window or the brick detail, or both? The police have a sign on that wall where we plan to put the door - what size is this, and is there an apparent spot to which we can move this? Is there an inch riser from the wall< to the brick? Also, the following Are there panels in the Police space which we'll need to relocate? Is the EVAC arranged so that we are disturbing the layout and need to re -duct, or can we easily move diffusers /duets? Will we be disturbing toilets, lights, etc. by installing a new wall? Do we need to relocate any doors from the back of the police space to existing corridor? Call me with any comnnents or questions. Thanks for your help. cc Michael Johnson, Josh Ferrel, Marc Isaac File div 6.2 . FXOO-0324TG95 94 Mithun Partners, Inc. 414 Olive Way, Suite 500, Seattle, WA 98101 (206) 623 -3344 / FAX (206) 624 -1813 Mithun Partners will be moving soon. As of 1 April, 2000 our new address will bet Pier 56,1201 Alaskan Way, Suite 200, Seattle, WA 98101 - 2913 Our e-mail addresses and phone numbers will remain unchanged. Our fax number will be 206/623.7005. 3 rab EiE f etru c'' 57 41-44 lac - V6,7a 2 S3W1.dyd .Nr)HlIW t4d90 : S I = oc4 in. it bias? 0003' 02' ay1J, I 0) z W U F— Y I N N TT � V1 �t- 5.5 869.83 [ 684 ] 17.58 rn r- MCZZ '� 279sf 28.60 N u) COAstIN0.- 190L1 S1c4E. (684) 4 0 N 00 N NEu) C04,c %4at goATi. 8 f 7 1 a NEu) Mu.t.. 75.70 a �. - . 7_.... `ter a 62.55 11 mmo *Ono. • 104.30 a Pas 0014----11~1 --h •ss stac4.1 1 a to ® (NJ to C0 N c\f _ d— C0 a Lt' Nfu! Aaw4. a • C C I I l a, /0 0 JUN-28-00 WED 5;30 PM REVISION NO. 206 624 1818 JUL-20-2000 g9:50 BAYLEY CONSTRUCT ION To Pat Leckie It 149cc Conatoction • 'Were= Sheet A3.0: Create new Vestibule at north side of Corridor H-29, benveen Men's Restroom and Family Ratmom; , rebate Door 42 Into new frame at north wall per sketches SICA-145 end SKA-146, attached. Muse note that the design cells for a rated (1.hour) Rd over the vestbule confirm with the &MIN Department if. they will accept Gloom Association assembly FC4503 (97 ed.) for this or if they will need t vdck with the Assembly F04502 (94 ed.). Have electrician suggest and submit a light Maury for approval OM OF RFI 4168 1 on erstand that the:Plan Che6: apiy;ovel. f..1“) e,rmrs ' • ME004621PL-R111611-911194 Mitbun Partners, Inc. 1201 Alaskan Way, Suite 200, Seattle, WA 98101 (206) 623.3344 / FAX (206) 623.7005 P. 2 RECEIVED CITY OF TUKWILA JUL 2 4 2000 PERMIT CENTER 2 JUN-28-00 WED 5:37 PM , „ • . • , • " • • ; BAYLEY CONSTRUCT I MI gimemaiu rimmiweAgimm iffiRmameemilmean. -J +Sp (Pi 205 624 1815 206 343 7 P. 04/07 I , ig • • t F. 3 RECEIVED OITY OF TUKWILA JUL 2'i 200 PERMIT CENTER • JUL -20 -2000 09:50 1 IN 9B • Ar-0 § 0 BAYLEY CONSTRUCTION 4).ti 614 JUN-28-00 WED 5:38 PM 206 624 1818 206 343.7 P.05/07 p P. 4 RECEIVED CITY OF TUKWILA JUL 2 4 2000 PERMIT CENTER • JUL-20-2000 09:51 SYSTIM DESCRIPTION STIIIL CNANNIL JOISTS, PLYWOOD FLOOR, GYPSUM WALLBOARD 01.11.1NO Ilue layer 1 1," proprietary typo X Wane atilb0011 wild et Iht moils to ohon001 Moped. relnOoten r OM 1fl Pr 0.4•4d OW IWO tr 04. WI 1'V, 04 2 • *wisp mem 1' g.C. it wit lolf4W and ir az al intermediate joists, Pscs I lh" ProrstsfY115 Trdb202411K404 dfl.011:410 01118 WM 1 e *PIP woos is Nu joints Oeteeen alsa are rie Ea oryea some tr • 0.0. at letermediate joists. Joints West from One law 110. Steel also spooning 1 /1" T 1 0 ape promo floor appeal a doh% wpm lo jollies .00 1 ofe• No.110 0- 11 point 10r1111 ea. 0110or perimeter an IM and 10' sq. at letermo0ote alai Fir Ow* floor system, moult menutaftwor. PROPRIETARY GYPSUM MARC Ttte ColoVA CorporttioA • W PI440K PLUSTP Con* Modem Gypoum Canonry • Vs" FIRE111.0C TYPE C Continental Gypsum 'W MutvRocVoi Ftmearn" C GM GYPIum • ye ClyProoll Ifirsguens0 POO° OpPapri • 'le PLAME CURIO Wow 'V 74fflpie•Ireana Fend Proluels • W TO•C . COrporatIon UMW Was Oylisum Comptly • • laN $46iTROCK• ewe FIRCOODE0 ,GA rctoef0 GYPSUM WALLBOARD, STEEL CRANNOL JOISTS, PLYWOOD FLOOR Seas ipy.r W type X gypsum valloOlrd oppliscl 0 tfolit angloi lo 0W1001 minimum 5' doe, 10 pp paksnIred mosiloliv 24" at sW Vir 3.15 drywall w ' k. 54' (14.1yees law '1. '10 swoo X opium %Ward applied at opt le IOW • Wili1 Type fie drywall .* 1 ac. at sod prib Ornf 100 old 1 11 lame 13' 0.0. Aced 3° bad; fin Oh. side of ond Ickes ond oappred from Type 3-11 nem 0 Om Jaen offs* 24' Orem bane layer iolna. Floor of Y." T 0 ofte plywood WOW 0 VI insist to joists with 1 f/s" No I Repo mew screws with v.• pet tip r .a. s InV lois* erill 12' cc al Intermodiate GA.100.97 1 , RAYLEY CONSTRUCTION This Space Left Blank • V+4 illonAututer for mere isialiod Information ori pryfulrary Pradae.. IDM-28-80 WED 5 PM 206 624 1818 206 343 7 SKETCH AND DESIGN DATA *tow Oolleto Weight 0 ol0 Welke Mid un UL R10007, 4, 11-1241; UL A11112123. 7-11.75:05010 on t.R. R7'000. 00101‘10101, 104040 014100 L524 Poore'. CollIng Weight 4 int PIroToot FM PC 2054, 11-10•73 P.06/07 101 • ,RECEIVED ✓ cvry OF TUKWILA JUL 2 4 2000 PERMIT CENTER t`w W Vew manssp....M a Vs @Vas 6du *IN dipod, n *nInrdem 14 overlaid NW a• LC. Ni 1' TN* 8.12 �r..e waw�sr06 an dirat Int*III1 ran l..WwJJ ILLj F t= rr I. p1MM.d1�a�rMlayNMN1W' N r. I., Ur"' • M Mlle �. ,.W pas T4 8 . =rot i sw 4141 1k O O. 1aaa i d . For ohms. 10 %O M. mRA 4114soline. RIIOPWlrm YOVPWNOoM08 it C . Owner EIIMrO P o odrds - .''hC get tit the /1 tr Paoli PMICPCS J JK -28 WED 539 FM SICITCH AND DESIGN DATA Wu � OiM'p ' R a T..tNese on L P44404, 11.1E4? UL 1I1O•13l.7•147$ lined an Ut Illyos4Artno 0S . O.M4n L9i4 Ov� V w. ion�N.r.r1.r M �M.n� t � i�vd.oer 206 624 1818 P .07/07 PERMIT CENTER ti; P. RECEIVED CITY OF TUKWILA J Fit OLangQ 25425 Center Ridge Road Cleveland, OH 44145 440-871.4800 fax 440-808-6910 L -M' ,26‘ 34o 0 Urgent 0 For Review 0 Please Comment x Please Reply 0 Please Recycle L-34\ .L._, ,3e)1/4.N-er\ REMARKS: COPIES TO: 1T J 2 t CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE PREVIOUS REPORT No. KIRKLAND, WASHINGTON 93034 (425) 823 - 9800 EVERETT (425) 259 -0817 TO ATTN: (2) INSPECTION PERFORMED _ RESTEEUCONCRETE _ RESTEEUMASONRY — OTHER _ 9ESTEEL ONLY _ STR.ST/WELDINGSTR.ST/WELDING — STR.ST /BOLTING (5) CONCRETE/MASONRY MIX NO SUPPLIER SLUMP (INCHES) — AIR CONTENT ( %) DAT� PROJ LOCATION-' \K LA3 CER O 2 Y BLDG. PERMIT U0. 71 WEATHER OWNER TEMP. AT AT AM PM ENGINEER ARCHITECT i\(-\ CONTRACTOR G; (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS SLAB _ AUGER CAST PILES COLUMNS — DRILLED PIERS — WALLS — BEAMS (4) L OCATION (AREAS) 22 � S2 " L �_ ) CV S 3 at DESIGN STRENGTH (f c) TOTAL CU. YD. PLACED SPECIMENS CAST SEE CYLINDER REPORT NO - YES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. No. 103960 \c,)ws ' 2 e.ack c cr \' �� c)8,_ \,0 g;ik,s7s. KIRKLAND. WASHINGTON 9E034 (425) 823 - 9800 EVERETT (425) 259 -0817 TO: (2) INSPECTION PERFORMED _ RESTEEUCONCRETE RESTEEL ONLY _ RESTEEUMASONRY �STR.STIWELDING — OTHER — STR.STIBOLTING CONCRETE/MASONRY MIX NO. SUPPLIER SLUMP (INCHES) REMARKS: " \ I. - C ` ` S .5 cp _ BLDG. PE_ Rtyt y WEATHER t r CE RT. O . 7 _ PROJE S--0.-\<,\‘%- ROJEC C e pin ^\ OWNER TEMP. AT AM AT PM ENGINEER ARCHITECT ,jam' CONTRACTOR (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS — SLAB AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS _ BEAMS (4) S Z2 S2`j (o\ LOCATION (AREAS) DESIGN STRENGTH (Pc) TOTAL CU. YD. PLACED SPECIMENS CAST SEE CYLINDER REPORT NO CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 12919 N.E. 126TH PLACE REPORT No. ATTN• . AIR CONTENT (%) � _ YES =NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO \.1" t.) QC\- 04N, C \2, � Co t \ V rel s to- ,t.> ea Cc.Ct o(C-b\av\CQ - � JS `� \' Gw...J c4\,. c o o c e,,,4 _ O o C\ tJ aAs. ) eQ 4-<" \\ .1151.DYN6\-- \Nsa< S: O) d r- mss\ Cow -- e,y4 (7, s COPIES TO: / ilt/ INSPECTOR: FIEL R Na.103957 REMARKS* COPIES TO: TO: ATTN• (2) INSPECTION PERFORMED _ RESTEEL/CONCRETE h,e,) b tee_ KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 -0817 RF ONLY RRESTEEL/MASONRY ,. STR.STFWELDING OTHER — STR.ST /BOLTING (5) CONCRETE/MASONRY MIX NO. SUPPLIER SLUMP (INCHES) AIR CONTENT (' /o) DATE O `7 l PRO c 1c< Q— ° \( L.1 '_. BLDG. PERMI�O. WEATHER (3) ITEMS INSPECTED (4) LOCATION (AREAS) r�'4 -O \ - O �� r\,\ <2\ 2.**2_ - 22 — 2.3 (Q S\ S 2 2 - e. CERT. NO. o 7 - c 2 OWNER TEMP. AT AM AT PM ENGINEER ARCHITECT J CONTRACTOR — FOUNDATIONS _ FOOTINGS _ SLAB _ AUGER CAST PILES — DRILLED PIERS _ COLUMNS -- WALLS — BEAMS no\leS SL DESIGN STRENGTH (Pc) TOTAL CU. YD. PLACED SPECIMENS CAST SEE CYLINDER REPORT NO = YES NO _ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE • t- tom W \-)ec's \ S\(► s ) 2 . . / 4 \ < ' \ taarAZA, I.3C/ CA . 'a &C.Cc cAM L) : -\, s ` 7 1 . c cw\. a ��' cv J e \ C s c,1/4<\c>o Q-C\ \.0 6 c �.- Ow` Cc\ 0962- c.. \ \%-&d `-� \ I'Z, � � M w\ em(L) \O" J S Q. U kt.<•\ k-\ \ g- ? � !: ���1' 4,4))" 4.11 c \As3 L FI E L . INSPECTOR: PREVIOUS REPORT No. Na ,103849 ,c COPIES TO: o �s INSPECTOR: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE • T REMARKS' KIRKLAND, WASHINGTON 96034 (425) 823 -9800 (425) 259 -0817 EVERETT TO: ATTN• (2) INSPECTION PERFORMED _ RESTEEUCONCRETE yEEL ONLY - RESTEEUMASONRY .STIWELDING — OTHER — STR.STIBOLTING (5) CONCRETE/MASONRY MIX NO SUPPLIER SLUMP (INCHES) ., AIR CONTENT ( %) DATE /o ATE 00 CERT. NO. M0'7 • 02_ n‹,k_ LOCATION — BLDG. PERMJT NO. !/ WEATHER OWNER TEMP. AT AM AT PM ENGINEER ( A311,1' ARCHITECT CONTRACTOR ( (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS _ SLAB _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS -- BEAMS (4) cos (Nclk.C_ LOCATION (AREAS) S 22 - 23 Ce DESIGN STRENGTH (t'c) TOTAL CU. YD. PLACED SPECIMENS CAST SEE CYLINDER REPORT NO. _ YES _NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO PREVIOUS REPORT No. FIELD R N 103850 Cam\ s y S G„1 Sit Eva...ex S 1 (b c_t S - )\"∎c✓\C Oc■ G■O%- _ttA. OP Certified Inspection Services, Inc. Customer: Cascade Testing laboratories Date: 7/13/00 Job No.: 0007 -02 Project: Southcenter Siesmic Upgrade Report No.: 18027 Specification: AWS D1.1 -98 Class: 6.2 Job Description: Ultrasonic inspection of: complete penetration welds, as listed. Remarks: ** Welds were found to be fillet welds not full penetration welds as noted on drawings. Procedure No.: 1 Base Metal Type: fe Surface condition: as welded Joint details: Instrument: Mfg.: Krautkramer Branson Transducers: Mfg.: KB Aerotech Dimensions: .75" x .75" Dimensions: 1" dia. 1069 S.W. 328th Court, Federal Way, WA 98023 Phone (253) 927 -0626 Fax (253) 661 -2984 • Ultrasonic Weld Inspection Report AWSD1.1 TC- U4b -GF Ultrasonic Equipment Procedure x X Buctloiat Inspected By: Gary P. Kappel Approved By: C TC -U5 -GF Weld Process: FCAW Model: USN 52 Frequency: 2.25 MHz Angle: 70 deg. Angle: Straight Beam Le el: 11 RECEIVED JUL 3 1 2000 ARCHITECTURE Weld Joint: TC- U4b- GF /TC -U5 -GF Customer: Cascade Testing Laboratories Job Description: Southcenter Seismic Upgrade D No. Angle Leg A B S Path Length X - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70. 50 CERTIFIED INSPECTION SERVICES AWS ULTRASONIC WELD INSPECTION REPORT Thick. Depth ' Status O - ...000 Acc 0 - .000 0 - .000 O - .000 O - . .000 O - .000 O - .000 0 - .000 0 - .000 ' Rejr O - .000 �Rej 0 - .000 Rejf O - .000 0 - .000 IZej O .000 ri O - .000 0 - .000 Rejr 0 .000 t Rejr Repair" % 10.0% Reject -% 00% Weld 1:1). Ra Remarks: Pc. Mk. Top B ottoin Weld < =t : Top Weld :;Bottom Weld B ottom Weld B ottom Weld ` Top Weld/near side; ;:ToP VYe!d/ /far side '; Bottom Weldfnear 'B ottomWeld/ /Car side. Weld/near..s ' T9p_Weld/ /faz si _ 'Bottoci Weld/riearside ottomWeld/ /fa sid :t `�4Pipe penetratioci- =:`:° Page I INSPECTED BY Certified Inspection Services, Inc. Customer: Cascade Testing Laboratories Project: Southcenter Siesmic Upgrade Specification: AWS D1.1 -98 Class: 6.2 Job Description: Ultrasonic inspection of: complete penetration welds, as listed. Remarks: ** Welds were found to be fillet welds not full penetration welds as noted on drawings. Procedure No.: 1 Base Metal Type: fe Surface condition: as welded Joint details: Instrument: Mfg.: Krautkramer Branson Transducers: Mfg.: KB Aerotech Dimensions: .75" x .75" Dimensions: 1" dia. 1069 S.W. 328th Court, Federal Way, WA 98023 Phone (253) 927 -0626 Fax (253) 661 -2984 Ultrasonic Weld Inspection Report AWSD1.1 TC- U4b -GF Procedure i x Approved By: Ultrasonic Equipment Butt Joint Inspected By: Gary P. Rappel C TC -U5 -GF Weld Joint: TC- U4b- GF!TC -U5 -GF Weld Process: FCAW Model: USN 52 Frequency: 2.25 MHz Angle: 70 deg. Angle: Straight Beam Lege1: II Date: 7/13/00 Job No.: 0007 -02 Report No.: 18027 Customer: Cascade Testing Laboratories Job Description: Southcenter Seismic Upgrade D No. Angle Leg A B S Path Length X - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 0 70 50 - 0 70. 50 - 0 70 30 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 AWS ULTRASONIC WELD INSPECTION. REPORT:" Report No 18027 Repair % O 0% Reject R6 0 o% . Y ' Thick. C D Depth Status Weld I.D.:. R# ` Remarks Pc.- Mk. O - .000 0 - .000 0 .000 O - 000 0 - .000 0 . .000 0 .000 .000 0 - .000 .000 .000 O - .000 .000 O - .000 O - .000 0 ..000 0 - .000 Acc. _ .. Top Weld . ..... T20. Acc. . Bottom Weld : T20.5 ' Acc. Top Weld T22.5. Acc. Bottom Weld T22.5 Acc: Top Weld R Acc. Bottom Weld R22 Acc. Top Weld R23 Acc. Bottom Weld R23 Rej. Top Weld /near side * * See cover S22 Rej. Top Weld/ /far side ** See cover , S22 Rej. Bottom Weld/near side ** See cover S22 Rej. Bottom Weld/ /far side ** See cover . S22 Rej. Top Weld/near side ** See cover S23 Rej. Top Weld/ /far side _ . ** See cover S23.' Rej. Bottom Weld /near side ** See cover S23 Rej. Bottom Weld/ /far side ** See cover. S23 Rej. Pipe penetration ** See cover S22.5 CERTIFIED INSPECTION SERVICES Pagc I INSPECTED ED BY Date /4 / 2000 Number of pages including cover sheet (30 From: Bayley Construction 205 Columbia St. P.O. Box 4567 Seattle, WA 98104-0567 Bayley Construction I . B AY L EY CONSTRUCTION . F • ...• .•. Phone Fax Phone CC: (40) 4- 605 49 in Phone Fax Phone (206) 621-8884 (206) 343-7728 El Urgent For your review U Reply ASAP Certified Inspection Services, Inc. Customer: Cascade Testing Laboratories Project: Southcenter Siesmic Upgrade Specification: AWS D1.1 -98 Class: 6.2 Job Description: Ultrasonic inspection of: complete penetration welds, as listed. Remarks: ** Welds were found to be fillet welds not full penetration welds as noted on drawings. Procedure No.: 1 Base Metal Type: fe Surface condition: as welded Joint details: Instrument: Mfg.: Krautkramer Branson Transducers: Mfg.: KB Aerotech Dimensions: .75" x .75" Dimensions: 1" dia. 1069 S.W. 328th Court, Federal Way, WA 98023 Phone (253) 927 -0626 Fax (253) 661 -2984 Ultrasonic Weld Inspection Report AWS D1.1 —x TC- U4b -GF Procedure • x ' T Comer Butt Joint Joint Ultrasonic Equipment C TC -U5 -GF Inspected By: Gary P. Kappel Approved By: Weld Joint: TC- U4b- GFTC -U5 -GF Weld Process: FCAW Model: USN 52 Frequency: 2.25 MHz Angle: 70 deg. Angle: Straight Beam Le el: II " 1114 RECEIVED U 2 8 2000 COM;i UNiT'( DE\JELOPMEMT Date: 7/13/00 Job No.: 0007 -02 Report No.: 18027 D No. Angle Leg - 0 70 0 70 0 70 O 70 O 70 0 70 O 70 - 0 70 0 70 0 70 O 70 0 70 0 70 0 70 0 70 - 0 70 0 70 Customer: Cascade Testing Laboratories Job Description: Southcenter Seismic Upgrade A B S Path Length X Y 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 • CF_RTIFIED INSPECTION SERVICES A WS ULTRASONIC .000 .000 -. .000 - .000 .000 - .000 - .000 - .000 - .000 - .000 .000 .000 .000 - .000 .000 .000 Certified Inspection Services, Inc. Procedure No.: 1 Base Metal Type: fe Surface condition: as welded Joint details: 1069 S.W. 328th Court, Federal Way, WA 98023 Phone (253) 927 -0626 Fax (253) 661-2984 Ultrasonic Weld Inspection Report AWS D1.1 Customer: Cascade Testing Laboratories Date: 7113;00 Job No.: 0007 -02 Project: Southcenter Siesmic Upgrade Report No.: 18027 Specification: A\VS D1.1-98 • Job Description: Ultrasonic inspection of: complete penetration welds, as listed. Remarks: ** Welds were found to be fillet welds not full penetration welds as noted on drawings. TC- U4b -GF Procedure i x Approved By: T or Comm Butt Joint loot C TC -U5 -GF Class: 6.2 Weld Joint: TC- U4b- GFTC -U5 -GF Weld Process: FCAW Ultrasonic Equipment Instrument: Mfg.: Krautkramer Branson Model: USN 52 Transducers: Mfg.: KB Aerotech Frequency: 2.25 MHz Dimensions: .75" x .75" Angle: 70 deg. Dimensions: 1" dia. Angle: Straight Beam Inspected By: Gary P. Kappel Level: II 1" Customer: Cascade Testing Laboratories Job Description: Southcenter Seismic Upgrade D No. Angle Leg A * B S Path Length - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50 - 0 70 50- X Y Thick. C D Depth Status Weld I.D. R# Remarks . Pc Mk. O " .000 Acc. Top Weld T20.5: O .000 Acc. Bottom Weld T20:5 0 _ - : .000 Acc. Top Weld T22.5 0 .000 Acc. Bottom Weld ` T2 O - .000 Acc. Top Weld .R22 O - .000 Acc. Bottom Weld , R22 0 - .000 Acc: Top Weld. R23 O .000 Acc. Bottom Weld R23 O - .000 Rej. Top Weld/near side * *- See cover S22 O - .000 Rej. Top Weld/ /far side ** See cover S22 O .000 Rej. Bottom Weld /near side . ** See cover 522 O - .000 Rej. Bottom Weld/ /far side ** See cover S22 O .000 Rej. Top Weld /near side ** See cover S23 O - .000 Rej. Top Weld/ /far side ** See cover 523 O - .000 Rej. _ Bottom Weld /near side ** See cover 523 0 - .000 Rej. Bottom Weld/ /far side ** See cover ` S23 O - .000 Rej. Pipe penetration ** See cover = S22.5 ; . 7/19/00 CERTIFIED INSPECTION SERVICLS. AWS UI 1 RASONIC WELD INSPCCI ION.REPORT Page I .INSPECTED BY COMMENTS: a s c R e - rc y / 2 E 10v,er o.4- r r - "2-'3 -cam 0 -1i - t . € te r - w.�L0 s . t/SC 1 / -r L. 0 44-e- sP,'.-,• ZVI (-0 S ). e.4S C — 7Z 77ic.ag L 9 , - /g3ZT &l Ito Special instructions: Date wan 4 .n p.m. Regyyester• / f f '..9 4 P ject: a'n-1 Type of Inspection: r�f,-c - k (/i ',rLh A ,yyeegs: Date called: Special instructions: Date wan 4 .n p.m. Regyyester• / f f Phone: • z J Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 22— PERMIT NO. (206)431 -3670 orrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Insp r: Date:g4/ Receipt No: Date: 1 FROM : CASCADE TESTING FAX NO. 425- 823 -2203 . 28 2000 I1:.25AM .Pi COMMENTS: PAGES INCLUDING COVER: DATE: TIME: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 NE 126TH PLACE KIRKLAND, WA 98034 VOICE (425) 823 -9800 OR (206) 525 -6700 FAX: (425) 823 -2203 FAX TRANSMITTAL THE ORIGINAL OF THIS FAX 0 WILL 0 WILL NOT BE MAILED REPLY REQUESTED: YES: NO: NOTICE: The attached information is proprietary in its entirety; any reproduction or use of said Information by anyone other than its intended recipient Is prohibited. If you have received this facsimile in error, please notify Cascade Testing Laboratory. Inc. immediately. FAX NO, )66.- 3 71,x/ PHONE NO. September 15, 2000 The Richard E. Jacobs Group, Inc. Mr. Bob Benedicto Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 RE: Southcenter Mall Renovation Tukwila, Washington Dear Mr. Benedicto: Enclosed herewith are the following documents: • Drawing S2.3 Revision 6 dated 8/3/00 • Drawing S6.3 Revision 5 dated 6/21/00 • Drawing S6.4 Revision 2 dated 9/11/00 • Andersen, Bjornstad, Kane, Jacobs, Inc. letter dated September reports by Cascade Testing Laboratory. • Copies of Cascade Testing Laboratory test reports identified in 25425 Center Ridge Road + Cleveland, Ohio 44145 - 4122 Phone: 440 - 871 -4800 o. K. ot/zol' N9- iz2 (2) ' 1. 3 2000 • O D :...i. E S?9 [ 8 13, 2000 referencing test ABKJ letter. The attached drawings reflect the relocation of seismic "X" bracing shown on mall renovation drawings. Structural frame #1 was located at column line S.5 between gridline 23 and 24 and has been relocated to between grid S/22 and S/23. Frame #2 was located between grid S.5/27 and S.5/28, and has been relocated to between grid S/28 and S/29. Rigid frames were used in lieu of "X" bracing to accommodate proposed tenant store layout. The frame #1 has been installed. Frame #2 at S/28 and S/29 will be installed as soon as Unit E -588, Expressly Portraits, vacates the space. Please find attached Andersen, Bjornstad, Kane, Jacobs, Inc. letter accepting the welds referred to in Cascade Testing Laboratory, Inc. testing reports for Frame #1. You will note that the details on attached drawing S6.4 reflect the as -built welding condition. MRJ /In Enclosures cc Mark Isaac Bayley Construction (w /o attachments George Lochner Jacobs Group (w /o attachments) C ity issuance of Certificate of Occupancy to Bayley Construction has been delayed pending response by ABKJ to observations listed in Cascade Testing reports. With ABKJ acceptance of noted welds, the City should now be able to issue the Certificate of Occupancy. Please review enclosed; and if there are any questions, please call. Thank you. • . • . . . •• • • • , „ • ANDERSEN 'BJORNSTAD KANE JACOBS ! INC. September i 3, 2000 • . Dear George: • • Mr. George Lochner The Richard E. Jacobs Group, Inc. 25425 Center Ridge Road, • Cleveland, Ohio 44145-4122' . Alan C. Johnson, P.E., S. Associate b0147.00 Southcenter Mall Date. Report No: Tukwila, Washington .• • • Subject:. Entrance Remodel and Renovation Test Reports for Welding at Frames • .. 7/14/00 103960.. • • • 7/13/00 103957 7/11/00 '103849. ". • 7/10/00 103850 • • 8/15/00 105616 , • • . Test report by Certified Inspection Services, Inc: • • We have reviewed the test reports regarding the Welds at the frames hear The Bon Court Entrance. We find that the welding is acceptable as is without any corrective . • action Accordingly, we have revised details 9 and 11 on drawing S6.4to reflect the ' • actual Welds. • ' .' • . • • . • The following is detailed listing of the test reports that we reviewed. Test reports by Cascade Testing Laboratory, Inc: • ' • Date Report No, . 7 ' 7/13/00 18027 (2 pages) • • We appreciate the opportunity to be of service 'to you Should you have questions or require further information, please contact me. • Sincerely, '., BJORNSTAD KANE JACOBS-, INC. A Ii B 800 Flfth Avenue Suite 3800 Siattle, Washington . • 98104.3122 Tel: 206.340.2255 Fax: 206.340.2266 • T June 29, 2000 Cert No. 9908 -01 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND: (425) 823 -9800 KIRKLAND, WASHINGTON 98034 FAX: (425) 823 -2203 City of Tukwila Building Department 6230 Southcenter Boulevard Tukwila, Washington 98188 Attention: Dave Larson SEATTLE: (206) 525 -6700 EVERETT: (425) 259 -0817 RECEIVED JUL 0 7 2000 COMMUNITY DEVELOPMENT Reference: Southcenter Mall Renovation . S . - • ulevard ermit No. D99 -0122 Dear Mr. Larson: This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports have been sent to the building department. 1. Reinforced concrete cast in place for footings, grade beams, slab -on- grade, footing pads, walls handicapped ramp, tree pits and canopy footings. 2. Structural steel inspection for all steel at fabrication shop 3. Structural steel visual inspection for Sears skylight, main mall skylight, Bon Court skylight frame, Nordstrom skylight, Main entrance framing, moment connections, columns main entrance, light gauge framing at west entry. 4. Epoxy dowels 5. Epoxy rebar 6. Torqueing of high strength bolts All work inspected conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated 05 -02 -00 and is number 103393. Respectfully, CASCME TESTING LABO Y, INC. Dennis H. Stack President r. CASCADE TESTING CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS 12E119 N.E. 128TH PLACE KIRKLAND! (4251823,9E00 KIPKLANC], WASMINGTON 99034 FAX: 0251823-22W June 29, 2000 REVISED SEPTEMBER 25, 2000 Cert No. 9908-01 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100, Tukwila, Washington 98188 Attention: Dave Larson Reference: Southcenter Mall Renovation 633 Southcenter Boulevard Permit No. D99 -0122 FAX NO. : 425 -823 -2203 yep. 28.2000.11 :26AM P2 SEATTLE: (206) 525-8700 EVERETT: (4A5) 259rCH17 Dear Mr. Larson: This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports have been sent to the building department. 1. Reinforced concrete cast in place for footings, grade beams, slab -on- grade, footing pads, walls handicapped ramp, tree pits and canopy footings. 2. Structural steel inspection for all steel at fabrication shop 3. Structural steel visual inspection for Sears skylight, main mall skylight, Bon Court skylight frame, Nordstrom skylight, Main entrance framing, moment connections, columns main entrance, light gauge framing at west entry. 4. Epoxy dowels 5. Epoxy rebar 6. Torqueing of high strength bolts NOTE; ABKJ ENGINEER'S LETTER DATED SEPTEMBER 13, 2000 ACCEPTING WELDING FOR THEIR REVISED DETAILS 9 AND 11 ON DRAWING S6.4 REFLECTING THE ACTUAL WELDS. (COPY OF LETTER ENCLOSED). FROM CASCADE TESTING I.-AAORATOPFiY; INC. 1rr5Th1G ,. RNSPEC: A ll work inspected conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, Ul3C and related codes and /or verbal or written instructions from the E n gineer of Record. Our last report is dated 05 -02 -00 and is number 103393, espectfully, Enclosure: . "ABKJ Letter dated September ,13,,2000 1�! M r. Pat Christie 25425. - Center Ridge Road Cleveland, OH 44145 Mr. Christie City of Tukwila Department of Public Works Subject: Southcenter Mall Renovation Backflow Prevention Devices John W Rants, Mayor jamesF Morrow, P.E.; Director Enclosed is Chapter 14.06 of the City of Tukwila Municipal Code outlining the requirements of Backflow Prevention Devices and specifications from Public Works Design Standards. If you have any questions, please call Jill Mosqueda at 206 -433 -0179 Ext.1639. Sincerely, Jan Illian Public Works Technician Cc: development file Rrcc ■ O c 9 -- a I a a 6300 Southcenter Boulevard, Suite #0 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax: 206 g ( J l J 431.3665 User 'ID Text . 1630 1630 1630 1630 1630 . , . . . 08.19.39 ;I? CITY OF TUKWILA Id: MIS 0 Keyword: .'UACT Comments, regarding an Activity <Ins>Insert mode On/Off,. <F7>Exit Permit No: D99-0122 Occupant: SOUTHCENTER MALL RENOVATION Status: ISSUED Address: 633 SOUTHCENTER MALL Notice: TWO DDCVA SHALL BE INSTALLED UNDER A SEPARATE PERMIT. JjS 08.19.99 SENT LTR W/TMC REFERENCE TO BACKFLOW DEVICES AND PW SPECS TO MR. PAT CHRISTIE @ 25425 - CENTER RIDGE ROAD, CLEVELAND, OH 44145 JLI PER JOANNA'S REMARKS TO THIS PERMIT, 2 DDCVA ARE 1630. REQUIRED TO BE INSTALLED AND APPLIED UNDER 1630 SEPARATE PERMIT. TO DATE, HAVE NOT RECEIVED 1630 PLANS OR APPLICATION JLI Date 08j19/99 08/19/99 .08/19/99 .08/19/99 .D8/19/99 08/19/99 08/19/99 .08/19/99 F3>Import, Insert Mode: OFF Reid iddleton Mr. Duane Griffin City. of Tukwila 6300. Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - Final Submittal Southcenter Mall Renovation (D99 -0122) Dear Mr. Griffin: We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The applicant has responded successfully to our comments. Enclosed are the drawings, structural calculations, geotechnical report, and correspondence from the engineer for your records. If you have any questions or require any additional clarification, please call. Sincerely, Reid Middleton, Inc. Engineers Planners Surveyors hn Andrew Stember, P.E. Ferron P. Smith, E.I.T. Senior Plan Reviewer Plan Review Engineer bjr\ se\planrevw \tukwila\99\t009r2.doc\fps Enclosures cc: Dave Sircoloumb, Mithun Partners 414 Olive Way Suite 500 Seattle, WA 98101 Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, Washington 98204 Ph: 425141.3800 Fax: 425 741.3900 DAT June 16, 1999 PROJECT NAME: Southcenter Mall Renovation PERMIT NUMBER: D99-0122 PLAN REVIEWER: rm Morrow at (206) 433-0179 . . The permit for the proposed mall renovation is approved with the followin Applicant is to apply for a separate permit for the installation of two ouble Detector Check Valves. • Reid iddleton June 1, 1999 File No. 26 -99- 005- 009 -01 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - First Submittal Southcenter Mall Renovation (D99 -0122) Dear Mr. Griffin: We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The following comments should be addressed by the permit applicant. A copy of this letter was forwarded to the project contact for your convenience. General 1. The following list of comments should be responded to in itemized letter form. We recommend the permit applicant have the Architect or Engineer of Record respond and resubmit two copies of the revised set of structural drawings and one copy of the supplemental calculations directly to Reid Middleton, Inc. Foundations 2. The General Notes should include special inspection requirements for the placement of concrete, reinforcement and anchor bolts, drill -in expansion anchors and epoxy anchors, and all steel field welding and high strength bolting per UBC Section 1701.5, Items 1, 2, 5, and 6. Vertical RECEIVED JUN 0 2 1999 DEVELOPMENT 3. The sloped glazing skylight designs appear to be proposed as a deferred submittal item as allowed by UBC Section 106.3.4.2. Note on the plans that the design of the skylights and connections to the building must be submitted through the Engineer of Record for review and approval and sent to the City. The deferred submittal items shall not be installed until they are approved by the City. Engineers..' Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, Washington 98204 Ph: 425 741.3800 Fax: 425 741 -3900 Mr. Duane Griffin City of Tukwila June 1, 1999 File No. 26 -99- 005- 009 -01 Page 2 Clarify where the snow drift provisions of UBC Appendix Section 1644 on the existing lower roof areas next to the skylights, Main Roof & Bon Court High Roof Framing on Sheet S2.4 and at the new entry projections have been checked in the calculations. The precast GFRC column cover, concrete accent boards, and GFRC column mounted planter/light soffit on Sheets A2.5 and A2.7 are considered deferred submittal items per UBC Section 106.3.4.2. Note on the plans that the design of these items and connections to the building must be submitted through the Engineer of Record for review and approval and sent to the City. The deferred submittal items shall not be installed until they are approved by the City. Details 13 and 14/S2.1 are referenced in the Main Entrance Frame Elevation 8 on Sheet S2.1; however, Details 13 and 14 have not been included on this sheet. Clarify where these details have been provided. Reference UBC Section 106.3.3. Corrections and comments made during the review process do not relieve the project applicant or designer from compliance with code requirements, conditions of approval, and permit requirements; nor is the designer relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This plan review check is for general compliance with the Uniform Building Code as it relates to the project. If you have any questions or require any additional clarification, please call. Sincerely, Reid Middleton, Inc. V� K ndrew Stember, P.E. Senior Plan Reviewer bjr\ 26se\ planrevw \tukwila\99\t009r1.doc\jas cc: Dave Sircoloumb, Mithun Partners Reid iddleton May 5, 1999 Dave Swanson, P E. Reid Middleton. 728 - 134th Street SW, Suite 200. Everett, WA 98204 Please review the enclosed plans and documents for structural compliance with the 1997 Uniform Building Code: If you should have any questions, please feel free to contact me at (206)431-3672. Sincerely, Brenda Holt, Permit Coordinator encl Structural Review Southcenter Mall Renovation (D99 -0122) xc: Permit File No, D99 -0122 City of Tukwila Department of Community Development John W Rants, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 '�.m:'4i:tikf;i; "•;," �::s�:+ iA= '';s•%c+��i+> t'�.� r Y3:�J'iz;. asmtgam ACTIVITY NUMBER: D99 -0122 DATE: 7 -24 -2000 PROJECT NAME: SOUTHCENTER MALL RENOVATION SITE ADDRESS: 633 SOUTHCENTER MALL Original Plan. Submittal Response to. Incomplete Letter # Response to Correction Letter # XX Revision # 2 After Permit Is, Issued DEPARTMENTS: N kidding is ding Division H - 1 - 3\ - 00 Pul3lic Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 8 -22 -00 Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: V'RROUI E.DOC 5/99 ft PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention n Planning Division Structural Incomplete n Not Applicable ": "'=.IFtT T°:'t:+".fiYi$; Permit Coordinator ■ DUE DATE: 7-25-2000 No further Review Required Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: ric • X441. �. �Vr':.�f.t:;.,77 % J : : .3 }, t.:y�y�:a`•)';i, t i. t t , �,+ t }�* 4�. J.4('�`�iij f'. ( f,,. k(1' h� " }f Y k 1�� t •� �;lii YZ?�:iY ..t ff • n�^a?r4!'.iz..s'. >,Ar -� x+'`.�r��et�.t���i�;� 'n>.`.,�Y >, -i�a. -.:.: ate 4.r,.;ii Yrr � �`::'S;sM.��l:..:�?'.,..<L._ f,,.3,�.r.. �.1.. .,i:lg?: .. ).�4 k�c7iJ' ?•t TIVITY:NUMBER: D99 -0122 DATE: 5 - -2000 PROJECT NAME: SOUTHCENTER MALL RENOVATION SITE ADDRESS 803 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to. Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Building Divi ion s a6 -oo Public Works n TUES /THURS ROUTING: Please Route ILaiLt�t s'rr PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Structural Review Required APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved C Approved with Conditions REVIEWER'S INITIALS: Planning Division n Permit Coordinator DUE DATE: 5-18-2000 Complete n Incomplete _ Not Applicable Comments: No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 6 -15 -2000 Approved Fl Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) C DATE: DEPARTMENTS: Building Division ublic �� m C, eik \PR- ROUTE.DOC 6/98 Approved Approved n Yerrn CcotI. Cqj PLAN REVIEW/ROUTING SLIP EN.OVATI riginal; Plan'Submittal esponse; to Correction Letter # Response Letter. Revis # ' After Permit Is Issued Fire Prev ntion 41g, +- c1 SlPctyra DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete 1' Incomplete n TUES /THURS ROUTING: Please Route K21 CORRECTION DETERMINATION: CQ Ping yvis& Permit Coordinator Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) DUE DATE: 4 -20 -99 Not Applicable n Comments: No further Review Required APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 5 -18 -99 n REVIEWERS INITIALS: DATE: Approved with Conditions ri Not Approved (attach comments) E REVIEWERS INITIALS: DATE: DUE DATE: Approved with Conditions ri Not Approved (attach comments) ri REVIEWERS INITIALS: DATE: Revision No. Date Received Staff Initials Date - ' Issued Staff Initials Summary of Revision: Received By: - �w•. +,.,,. .,.,.one. y ,.,. ,,, •A.r.q. ,, :,. ..4eC .. ° �.... 5� - m. :�'4; +:; Fr .., ",f�3.. ., ... .` rX : +iPr.aot ?,: .r�;�r. .N. rti��.k ;rri, .(N". Cr. ,�l � e;�;'xd t ,t; :'{�?H„+, +.• "S +;h,f`Nr'!*:'S.a PROJECT NAME: u - Matt IZc•ottti -:ah PERMIT 3 - :.1) 99 0 .. 12Z Site Address: c30 3 tSou4kcer -er Ms,[( -- Original Issue Date: Revision � Date Staff Date Staff No. Received Initials Issued Initials I I S 2,000 TL-8 I . 1 -11-00 -- Summary of Revision: Ze j se corri CLOY' ro t, Revision No. r4f ref.irodM • Summary of Revision: Date Received REVISION LOG Staff Initials Received By: AW4Kc, (please print) 7 -2300 Welk Summary of Revision: Kew v -; b1t s i et t::C>rr i t or Received By X T5itAc...4 (please print) ' Revision No. " Date • I Staff Received Initials Date Issued' Staff Initials I I I Summary of Revision: Received By: i Received By: Date Issued (please print) Revision Date . I Staff I Date I Staff No. Received Initials Issued Initials (please print) (please print) Staff Initials 1 • JUL -21 -2000 09:47 out_ 1_i uu r+ a 8 Wvnri I UNW LLM ULur rw Due: - 7 1 ZOO Rorision wind fa it oast io subbed in person as the Permit Center. Revisions will not le acted through the inm ,foe , eta. a Response to Incamplets Lifter # - ❑ Response to Correction Letter # ,� Revision # � a fter permit is Load Project Name: Sov Project Address: ( Q SctA ,' 4 r` Mod I Contact Person: arl+rc. T_Saa t:. Phone Number: •ZVe - (2.1 - 8 88 j BAYLEY CONSTRUCT Plan CheoklPermit Ntenber: Sheet Nuubsr(s): "Mad' or highlight ail areas of revision Jul date of reviti Received at t s City of Tukwila Permit Center by til Ent ted in Sierra on , 206 343 7 P.03/08 V.W'd Jahn W. Rang, Mayor Stew Lancaster, Dlrrctor CITY OF TUKWILA JUL,2 4j000 PERMITZ 'TER 06/29199 + . + .sr t r f..e tint na . mom 471.16711 It Fir Mil L�►S3d47 City of Tukwila Date: 5 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Ea' Revision # after Permit is Issued John W Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: t)' 9 012 Z RECEIVED CITY OF TUKWILA MAY 1 7 Z0 p Project Name: SouzkiNeevvT r tit 4vv)va}t Project Address: 'S'C) w +G�e ho�. vt,i l r (J 11,4,1;14, k) A ill PERMIT CENTER Contact Person: 6 Fel're.t Phone Number. (Z0b)2 I ` (e 3 7 7 Summary of Revision: R'L' V i 5 Go f f e r COLA‘. v: O V∎ ' Ew 5 V� W i c)e (4- i ✓\, av a � e s� � s ���e M� v\ � t. . (4.v► s W CA �I C•cv. th % O V +0 *AAA AvVot LJeat votes pp 04 t\ma /4 ■ v . � v,.. -i 'avtc t. I Vvs 1 tit 16 4..t :(''e movo, , 0 1' 5 E%is{ivtq 56(1) Trott+ o■vj. re ch lo 4 V t 5`4�v -e Orovt1 i J rn �vt Pwvv<�e� CA, v. l� jo _ '\ W �'1n � � � � a �C �O r c. ►n1 c.4 Sheet Number(s): ' 5 5vt`e 4 s Ali at Ive ) "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on 5- II "00 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Dear Sir: C City of Tukwila Fire Department Review Control #D99 -0122 (512) Fire Department. Thomas P. Keefe, Fire Chief April 22, 1999 Re: Southcenter Mall Renovation - 633 Southcenter Mall The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. 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. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-004 • Fax (206) .57$ 44.39 City of Tukwila Fire Department Page number Thomas P. Keefe, Fire Chief 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) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 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. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57$4439 Tukwila Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 F625-052-000 (8/97) • F625-052-000 (8/97) 41.• - 1 E - Detach And Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL CCO1 BAYLECG0344Ci;12/31/ EFFECTIVE DATE • 04 /03 /19 9 7 BAYLEY CONST GENERAL PARTNRSHP PO BOX 4549 SEATTLE WA 98104-0549 Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 HAYLECG034= 12/31/1999 EFFECTIVE DATE 04/03/1997 BAYLEY CONST GENERAL PARTNRSHP PO BOX 4549 SEATTLE NA 98104-0549 Signature k Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold • •:. GENERAL REQUIREMENTS C. D. OWNER THE RICHARD E. JACOBS GROUP. INC. 25425 CENTER RIDGE ROAD CLEVELAND. OHIO 4 414 5 -412 2 PHONE 14401871-4800 CITY OF TUKWILA GENERAL NOTES SOUTHCENTER MALL RENOVATION CONTACT: RICHARD B. VANDERBURG. A. CONTACT: BRENDA HOLT, PERMIT TECHNICIAN CITY OF TUKWILA DEPT. OF COMMUNITY DEVELOPMENT 6900 SOUTHCENTER BLVD. TUKWILA WA 08188 PHONE (206) 491 -3671 CONSULTANTS A DRAWINGS: THE DRAWINGS ARE INTENDED TO DESCRIBE THE OVERALL SCOPE OF WORK. CONTRACTORS SHALL FIELD VERIFY EXISTING CONDITIONS AND ALERT ARCHITECT TO ANY UNFORESEEN CONSTRUCTION DIFFICULTIES BEFORE BEGINNING WORK. B. PRE - CONSTRUCTION MEETING: PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY. THE CONTRACTOR SHALL SCHEDULE A PRE - CONSTRUCTION MEETING WITH THE LOCAL BUILDING DEPARTMENT OR LOCAL PUBLIC WORKS DEPARTMENT. VERIFY WHICH AGENCY WILL BE INVOLVED. DURING THIS MEETING. THE CONTRACTOR SHALL PROVIDE LOCAL INSPECTOR WITH A PROPOSED CONSTRUCTION SCHEDULE. THE CONTRACTOR AND INSPECTOR WILL THEN TENTATIVELY SCHEDULE SEVERAL PHASED INSPECTIONS. COORDINATE AND SCHEDULE WORK WITH OWNER PROJECT MANAGER TO ASSURE TIMELY COMPLETION OF WORK. THE SHOPPING C ENTER AND SITE WILL MAINTAI NORMAL OPERAT HOURS THROUGHO THE DURATION O THI WORK. CONDUCT ALL W ORK TO M INIMIZE INTERFEREN WITH ADJACENT BUR DING AREAS AND OPERATIO CONFINE STAGING AND STORAGE FOR THIS WORK AND PARKING FOR CONTRACTORS PERSONNEL AND DELIVERIES TO AREAS ARRANGED FOR PRIOR TO START OF WORK BY OWNER. PROJECT MANAGER. GL. TO COORDINATE STAGING AREA WITH OWNER. MAINTAIN THE WORK AREA CLEAN AND FREE OF DEBRIS. REMOVING WASTE MATERIALS DAILY. REPETITIVE: TYPICAL WALL SECTIONS. FINISHES AND DETAILS ARE NOT 1NOICATED EVERYWHERE THEY OCCUR ON PLANS. ELEVATION, AND SECTIONS: REFER TO DETAILED DRAWINGS: CON- TRACTOR TO PROVIDE AS IF DRAWN IN FULL. CODES / PERMITS / REGULATIONS: CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY INCLUDING THE BUILDING PERMIT. CONTRACTOR SHALL ALSO PAY FOR ALL OTHER CHARGES. FEES. OR COSTS CHARGED BY THE BUILDING AND CONSTRUCTION DEPARTMENTS. UTILITY AGENCIES. OR PRIVATE COMPANIES WHICH REQUIRE SUCH COSTS FOR. OR PRIOR TO INSTALLATIONS. NOTHING IN THE DRAWINGS SHALL BE CONSTRUED TO PERMIT AN INSTALLATION IN VIOLATION OF APPLICABLE CODES. SHOULD ANY CHANGE THE DRAWINGS BE NECESSARY IN ORDER TO COMPLY WITH APPLICABLE CODES AND /OR REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT ONCE AND CEASE WORK. ALL PARTS PERFORMED UNDER THIS CONTRACT SHALL BE IN ACCORDANCE WITH THE LATEST RULES. REGULATIONS. RESTRICTIONS. REQUIREMENTS. AND CODES ADOPTED BY THE JURISDICTION HAVING AUTHORITY OVER THE WORK. ALL CONSTRUCTION SHALL CONFORM TO THE 1007 UNIFORM BUILDING CODES AS ADOPTED BY CITY OF TUKWILA THE WASHINGTON AMENDED CODE AND ALL JURISDICTION RULES AND REGULATIONS. E. DIMENSIONS: SURVEY: DIMENSIONS OF SITE CONDITIONS AND EXISTING CONDITIONS ARE FROM A SURVEY BY OTHERS. ARCHITECT BEARS NO RESPONSIBILITY FOR ACCURACY OF SAME. DIMENSIONS ARE SHOWN TO FACET FRAMING AT EXTERIOR WALLS AND TO FACE OF FINISH AT INTERIOR WALLS. FACE OF CMU OR CENTERLINE OF OPENING. UNLESS DETAILED OTHERWISE ON DftAK'INGS. DO NOT SCALE DRAWINGS. USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE OWNER /ARCHITECT PROJECT MANAGER IF ANY DISCREPANCIES ARE FOUND. THE CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS FOR THE EQUIPMENT FURNISHED AND INSTALLED BY HIMSELF OR OTHERS. THE CONTRACTOR SHALL CONSULT THE PLANS OF ALL TRADES FOR OPENINGS THROUGH SLABS. WALLS. CEILINGS. AND ROOFS FOR DUCTS. PIPES. CONDUIT. CABINETS, AND EQUIPMENT: AND SHALL VERIFY THE SIZE AND LOCATIONS WITH SUBCONTRACTOR. F SHOP DRAWINGS: PROVIDE SHOP DRAWINGS FOR THE ARCHITECTS /OWNER'S APPROVAL AND AS RE411PED BY THE CITY OF TUKWILA PRIOR TO CONSTRUCTION OF THAT PORTION OF WORK. G. SPECIAL INSPECT,ONG: OWNER TO HIRE A TESTING LAB FOR SPECIAL INSPECTIONS AS REQUIRED BY THE CM OF TUKWILA AT THE TIME OF THE BUILDING PERMIT SUBMITTAL. H. PROVIDE FIRE RETARDANT TREATED WOOD AS NECESSARY AND AS REQUIRED FOR ATTACHMENT OF ALL HARDWARE. CASEWORK. PARTITIONS AND MISCELLANEOUS SURFACE MOUNTED ITEMS INSTALLS A ART F TH WORK BY OTHERS N I COORDINATE ED A LOCAT O WITH IS OWNER PR OJECT MANAGER. CONJUNCTION WITH THIS WORK. I_ CONTRACTOR TO FRAME OPENINGS IN WALLS, CEILINGS. AND FLOORS FOR H.V.AL. AND OTHER MECHANICAL OR ELECTRICAL WORK WHERE REQUIRED AND NOT OTHERWISE SHOWN ON PLANS. J. COMPLY WITH APPLICABLE REGULATIONS FOR BARRIER -FREE FACILITIES /WAG 51 -30 -1100) INCLUDING: 11 MAXIMUM THRESHOLD HEIGHT TO BE ONE HALF INCH (1/21 ALONG ACCESSIBLE ROUTE OF TRAVEL 2) STAIR NOSINGS TO BE FLUSH. SLIP- RESISTANT. AND ROUNDED TO RADIUS OF ONE HALF INCH 11/21 MAXIMUM 31 PROVIDE SIGNS MARKING ACCESSIBLE ROUTE OF TRAVEL ARCHITECT MITHUN PARTNERS. INC. 414 OLIVE WAY. SUITE 500 SEATTLE. WASHINGTON 08101 PHONE. (206) 623 -3344 FAX. 1206) 812 -1704 CONTACT: MICHAEL HOWATT STRUCTURAL ENGINEER ABKJ INC. 800 FIFTH AVENUE SUITE 3800 SEATTLE. WASHINGTON 0 810 4 -310 9 PHONE (2061340 -2255 FAX 1206) 340 -2266 CONTACT: ALAN C. JOHNSON, P.E. a 1 KEY PLAN MECHANICAL ENGINEER SIDER 8 BYERS ASSOC. INC. 180 NICKERSON SUITE 904 SEATTLE WASHINGTON 08100 PHONE: MOO 285 -2066 FAX 12061 285 -1045 CONTACT: GOREN C. HATTATOGLU LIGHTING DESIGNER ART 8 SCIENCE LIGHTING DESIGN 181 STONEBROOKE OVAL ORANGE VILLAGE. OHIO 44022 PHONE: 14401 340.0552 FAX 1440) 940 -0554 CONTACT: RON FRIEDMAN • INTERIOR LANDSCAFING MARK ATCHISON 203 LOOKOUT LANE PATASKALA. OHIO 43062 PHONE- ( 614) 880.0363 PAX. (6141 863 -0800 7.0 ENERGY REQUIREMENTS - THERMAL/MOISTURE.PROTECTION A. OPENINGS: ALL OPENINGS TO BE CAULKED. SEALED-OR WEATHER- STRIPPED. B. ALL FLASHING AND ARCHITECTURAL SHEET METAL TO BE 24 GAUGE GALVANIZED STEEL :FACTORY PRIMED AND FIELD PAINTED,WHERE VISIBLE. 843 MINIMUM LENGTHS, PER SMACNA MANUAL UNLESS OTHERWISE NOTED. C. CAULKING AND SEALANTS: USE PRIMERS AS REQUIRED BY MANUFACTURER: BACKING RODS OR TAPE AS RECOMMENDED BY MANUFACTURER. USE .POLYURETHANE SEALANTS AT CON - RETE FLOOR AND SIDEWALK JOINTS, ALL OTHER LOCATIONS USE POLYSULFIDE. USE ETES. COMPATIBLE CAULKING WHERE REQUIRED. (SEE SPEC) D. VAPOR BARRIERS: CONTINUOUS APPROVED VAPOR BARRIERS SHALL BE INSTALLED PER DETAILS. E. INSULATION: PROVIDE INSULATION PER WASHINGTON STATE 1004 NREC. CHAPTER. 13 PRESCRIPTIVE APPROACH. ROOK MINIMUM R-27 OPAQUE WALLS: MINIMUM PERIMETER SLAB ON GRADE, MINIMUM R -10 F. ELECTRICAL RESISTANCE SPACE HEAT IS NOT ALLOWED FOR PRIMARY HEATING SYSTEM [NREC SEC. 1302) G. SEE DRAWINGS FOR FURTHER REQUIREMENTS. DOORS / WINDOWS A. GLAZING: PROVIDE GLAZING PER UNIFORM BUILDING CODE AND WASHINGTON ENERGY CODE. GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT SUCH AS PANES IN DOORS. GLAZING WITHIN A 24" ARC OF A DOOR OPENING. GLAZING WITHIN 10 OF THE FLOOR (AND IS OVER 0 SO. FEET PER PAN ELI SHALL BE TEMPERED OR LAMINATED SAFETY GLASS PER UNIFORM BUILDING CODE SECTION 2406. GLAZING: U -VALUE 'AMA TESTED) U • 0.00 MAXIMUM [NREC SEC. 131211 W/ MAXIMUM SHGC OF 1.0 B. DOORS: U -VALUE TO BE U • 0.60 MAXIMUM (NREC SEC 1312.1) FIRE PROTECTION A. PROVIDE AN AUTOMATIC FIRE SPRINKLER AND ALARM SYSTEM PER NFPA 13 AND AS APPROVED BY THE CITY OF TUKWILA BUILDING DEPARTMENT AND FIRE DEPARTMENT. B. PROVIDE FIRE EXTINGUISHER CABINETS AS REQUIRED BY UNIFORM BUILDING CODE STANDARD 10 -1 LOCATED PER FIRE MARSHALL DIRECTION. C. MAINTAIN STRUCTURAL 8 FIRE RESISTIVE INTEGRITY AT WALL PENETRATIONS FOR ELECTRICAL 8 MECHANICAL. PLUMBING. 8 COMMUNICATION CONDUITS. PIPES AND SIMILAR SYSTEMS PER UBC AND FACTORY MUTUAL REQUIREMENTS. PROVIDE FIRESTOPPING ASSEMBLIES WITH UL LISTINGS ACCEPTABLE TO THE CITY OF TUKWILA. D. MAINTAIN FIRE VEHICLE ACCESS AND EXISTING WIDTH OF FIRE LANES AT ALL TIMES DURING CONSTRUCTION. IMPLEMENT TEMPORARY DRIVE AISLES AS RED'D. WHERE CONSTRUCTION INTRUDES INTO FIRE LANES. E. COORDINATE FIRE WATCH WITH CITY FIRE MARSHALL 8 MAINTAIN WHENEVER THE MALL FIRE PROTECTION SYSTEM 15 DISABLED OR SHUT DOWN DURING NORMAL MALL OPERATING HOURS. EXITING ELECTRICAL ENGINEER SPARLING 720 OLIVE WAY, SUITE 1100 SEATTLE. WASHINGTON 08101 -1853 PHONE: )206) 667 -0555 FAX: 1206) 667 -0554 CONTACT: TERRY SLAYTON GRAPHICS DESIGN ZZ DESIGN. INC. 1660 SOUTH BELVOIR BLVD. SOUTH EUCLID. OHIO 44121 PHONE /FAX, 1440) 381 -6601 CONTACT, RICK ZIMMERMAN A. MAINTAIN EXISTING EXIT CORRIDORS IN PUBLIC MALL AT FULL WIDTH DURING ALL PHASES OF CONSTRUCTION: THIS WIDTH WILL BE BASED UPON THE AGGREGATE WIDTH OF ALL THE DOORS AT THE NEAREST ENTRANCE. B. PROVIDE TEMPORARY EXITING. INCLUDING TEMPORARY EXIT CORRIDORS. AS RED'D. TO MAINTAIN FULL EXIT WIDTH DURING CONSTRUCTION. TEMPORARY EXIT CORRIDORS. MUST BE OF 1 -HOUR FIRE - RATED CONSTRUCTION AND EXTEND FULL - HEIGHT UP TO ROOF DECK. IF A TEMPORARY ONE -HOUR CEILING IS INSTALLED. PROVIDE TEMPORARY FIRE SUPPRESSION AS REQUIRED BY THE FIRE MARSHALL ABOVE SUCH CEILING SPACE. COORDINATE EXITING /CONSTRUCTION PHASING PLAN WITH THE OWNER AND ARCHITECT TO BE SUBMITTED TO THE CITY AS PART OF THIS BUILDING PERMIT. D. MAINTAIN BARRIER -FREE ACCESS AND EGRESS DURING ALL PHASES OF CONSTRUCTION. NOISE PROTECTION A. ALL WORK TO COMPLY WITH CITY OF TUKWILA NOISE ORDINANCE. CHAPTER 8.22 B. CONSTRUCTION WHICH MAY EXCEED THE STANDARD NOISE ORDINANCE LEVELS SHALL OCCUR BETWEEN THE HOURS OF 7.00 A.M. AND 10:00 P.M. ON WEEKDAYS AND WEEKENDS. MERv Ws BUILDING PERMIT PHASING: MISCELLANEOUS PERMIT PATION: INCLUDES MECHANICAL WO - -S MCH. PLANS. B. NEW. /MULTI- FAMILY PE. INCLUDES NEW MAIN. ENTRANCE REMODEL AND ADDITION OF NEW GROSS LEASABLE AREA OF 5.355 SF BY NEW MAIN ENTRANCE C. COMMERCIAL/MULTI- FAMILY TENANT IMPROVEMENT /ALTERATION PERMIT: INCLUDES REMAINDER OF PROJECT. INCLUDING SEARS. NORTH. AND WEST ENTRANCES. NEW SKYLIGHTS NEW MALL FLOORING AND INTERIOR REFURBISHMENT. AND NEW EXTERIOR CANOPY EIFS RETROFIT- -SEE PLANS PROJECT DATA ZONE: T.U.C. -- TUKWILA URBAN CENTER OCCUPANCY: A -2.1 CONSTRUCTION TYPE II -N SPRINKLERED BUILDING CODE 1007 UNIFORM BUILDING CO11F W'/ DTAiI: AMMENDMENTS 1007 UNIFORM MECHANICAL CODE Wi &TATE AMMENDMENTS 1007 UNIFORM PLUMBING CODE W/ STATE AMMENDMENTS 1007 NATIONAL ELECTRICAL CODE W/ STATE AMMENDMENTS 1007 NATIONAL FIRE CODE W/ CITY AND STATE AMMENDMENTS 1007 ADA AND WAG 1007 WASHINGTON STATE ENERGY CODE ABBREVIATIONS NGRTH ARROV VALL SECTION DETAIL ACP ACOUSTIC CEILING PANEL ACT ACTUAL AL ALUMINUM ARCH ARCHITECTURAL A TILE ASPHALT TILE AVG AVERAGE BLKG BLOCKING BR BRICK. BEDROOM CPT CARPET CMU CONCRETE BLOCK CEM CEMENT C TILE CERAMIC TILE CFM CUBIC FEET PER MINUTE CL CENTER LINE CLG CEILING .._O CLOSET CON CONSTRUCTION CO CONCRETE CO, CONTINUOUS COR CORRIDOR C TO C CENTER TO CENTER C'N COLD WATER DTL DETAIL OF DRINKING FOUNTAIN DiA DIAMETER DIM DIMENSION DN DOWN DO DITTO DR DINING ROOM. DOOR DS DOWNSPOUT DWG DRAWING EH EACH ELEV ELEVATION EXIST EXISTING EX- EXTERIOR FIN FINISH FLASH. FLASHING Si FOIL FURNISHED BY OWNER. STOR INSTALLED BY CONTRATOR STRUC FO. FINISH OPENING SUSP FRT FIRE RETARDANT TREATED GA GAUGE SV GALV GALVANIZED T GL GLASS THRES GWB GYPSUM WALLBOARD TYP HC HOLLOW CORE UN -IN HDWE HARDWARE UR HM HOLLOW METAL VCT HOR HORIZONTAL VERT HT HEIGHT HW HOT WATER WC HWT HOT WATER TANK WD ID 1NS,E DIMENSION WOW IN SUL INSULATION WI WP tNT INTEROR LONG. I LIN DRAWING SYMBOLS GRID LINE DOOR MARK INTERIGR ELEVATION NARK ■ WALL TYPE MARK CUT LINE REVISION MARK FLGGR lWTERIAL EM GN NAME . Egg' L NUMBER HARK �L,' LINE OF ITEM HELGW MATCH LINE LAV LAVATORY LT LIVING RO MAR MARBLE DEpARAT MAIL MATERIAL PERMIT M, METAL MAX MAXIMUM MIN MINIMUM FL PRD ��1( AND MO MASONRY OPENING QUIRED N :UL MULLION NA NOT APPLICABLE NAT NATURAL N NOT IN THIS CONTRACT NO. # NUMBER NOM NOMINAL NHS NOT TO SCALE OC ON CENTER OD OUTSIDE DIMENSION PT PAINT PL PLASTER. PLATE P LA PLASTIC LAMINATE PL YWD PLYWOOD TILE QUARRY TILE R RISER. RADIUS REBA.R REINFORCING BAR REF REFRIGERATOR. REFERENCE REV REVISION RM, RMS ROOM. ROOMS RO ROUGH OPNING 5 6 V STAIN & V SC SOLID CORE SEPARATE SEC SECTION PERMIT AND SHT SHEET TROVAL SPECS SPECIFICATIONS SF SQUARE FEET , . UI RED SRWY STAIRWAY STEEL =M AL STRUCTURAL SUSPENDE SHEET VIN YL SCHED SCHEDULE TREAD. THICKNESS H THRESHOLD TYPICAL UNFINISHED URINAL VE VINYL RTICAL COMPOSITION TILE WID WATE R CLOSET WONDOW OD. WORKING DRAWINGS WI WROUGHT N IRO WATERPROOF CPTYIN MAIN FLGGR TGP OF SUBFLDOR ALIGN 25.00' (NEW) 23.72 (EXIST.) 1 cfrO DRAWING INDEX ARCHITECTURAL A0.0 COVER SHEET. GENERAL NOTES AND PROJECT DATA 01.0 DEMOLITION PLAN 02.0 DEMOLITION PLANS AT ENTRANCES A2.0 PARTIAL FLOOR PLAN -- WEST A2.1 PARTIAL FLOOR PLAN -- CENTER A2.2 PARTIAL FLOOR PLAN -- EAST A2.3 MAIN ENTRANCE ENLARGED PLAN AND ELEVATION A2.4 MAIN ENTRANCE ELEVATIONS AND SECTIONS A2.5 MAIN ENTRANCE ELEVATIONS AND SECTIONS A2.6 SEARS ENTRANCE PLANS • A2.7 SEARS ENTRANCE ELEVATIONS AND SECTIONS A2.8 WEST ENTRANCE PLANS. ELEVATIONS, & SECTIONS A2.8 NORTH ENTRANCE PLANS. ELEVATION. & SECTIONS A2.10 PARTIAL ROOF PLAN SKYLIGHT AREAS A3,0 ENLARGED PLANS - TOILET ROOMS A6.0 INTERIOR DETAILS A6.1 SKYLIGHT SECTIONS & DETAILS A6.2 SKYLIGHT AND INTERIOR DETAILS A6.3 CANOPY RETROFIT DETAILS A6.4 MAIN ENTRANCE SECTIONS AND DETAILS A6.5 MAIN ENTRANCE SECTIONS AND DETAILS A6.6 SEARS ENTRANCE SECTIONS AND DETAILS A6.7 WEST & NORTH ENTRANCE DETAILS A6.8 INTERIOR DETAILS AR INTERIOR DETAILS A7.0 PARTIAL REFLECTED CEILING PLAN -- WEST A71 PARTIAL REFLECTED CEILING PLAN -- CENTRAL A7.2 PARTIAL REFLECTED CEILING PLAN -- EAST A8.0 INTERIOR ELEVATIONS A9.0 SCHEDULES STRUCTURAL S1.1 GENERAL NOTES & ABBREVIATIONS 52.1 WEST ENTRANCE PLANS AND ELEVATIONS S2.2 SEARS ENTRANCE /SEARS & NORDSTROM SKYLIGHTS 52.3 MAIN ENTRANCE PLANS AND ELEVATIONS 52.4 MAIN ENTRANCE & BON COURT PLAN 52.5 NORTH MALL ENTRANCE PLANS & ELEVATIONS E2.6 MAIN MALL & J.C.PENNEY SKYLIGHTS 03.1 ROOF FRAMING CLAN 03.2 ROOF FRAMINC CLAN 03.3 ROOF FRAMINC TEAM 56.1 FRAMING DETAILS S6.2 FRAMING DETAILS MECHANICAL I M -1 HVAC AND PLUMBING PLANS M -2 FIRE PROTECTION PLANS. MECHANICAL SCHEDULES & DETAILS ELECTRICAL 00.0 LEGEND. GENERAL NOTES. FIXTURE SCHEDULE & INDEX OF DWGS E1.0 DEMOLITION PLAN - POWER & LIGHTING E1.1 DEMOLITION PLAN - POWER & LIGHTING E1.2 DEMOLITION PLAN - POWER & LIGHTING E1.3 DEMOLITION PLAN - POWER & LIGHTING 01.4 DEMOLITION PLAN - LIGHTING 01.5 DEMOLITION PLAN - LIGHTING E1.6 DEMOLITION PLAN - POWER E1.7 DEMOLITION PLAN - POWER E1.8 DEMOLITION PLAN - LIGHTING 01.5 DEMOLITION PLAN - POWER & LIGHTING E1.10 DEMOLITION PLAN - POWER & LIGHTING - RESTROOM E1.11. DEMOLITION PLAN - POWER - FOOD COURT - TENANT E2.0 LIGHTING - PARTIAL FLOOR PLAN WEST E2.1 LIGHTING - PARTIAL FLOOR PLAN CENTER E2.2 LIGHTING - PARTIAL FLOOR PLAN EAST E2.3 LIGHTING AND POWER - PARTIAL ENLARGED FLOOR PLANS E3.0 POWER - PARTIAL FLOOR PLAN WEST E3; POWER - PARTIAL FLOOR PLAN CENTER E3.2 POWER - PARTIAL FLOOR PLAN EAST I_4.0 PANEL SCHEDULES 04.1 DETAILS INTERIOR LANDSCAPE IL -2.0 INTERIOR LANDSCAPE PLAN IL -21 INTERIOR LANDSCAPE PLAN IL -2.2 INTERIOR LANDSCAPE PLAN GRAPHICS c T/ c = TL :cmLA G -1 SIGN LOCATION PLANS. FOOD COURT DICN ..:. ;s1oN G -2 SIGN TYPES VICINITY MAP SEPARATE PERMIT REWIRED FOR: IJ VfpLECTRICAL ICl IV `":C PIPING undsr,nd that the Plan Check approvals ore 5,3;2_t to errors and onYmlo(u end approvJ of plena does not aNh6S In violation of any adopted code Q aafiNIN► Ammo of contractor's copy of 13y Date 71/ 3 /7f Penn/° R Dq "\ /t�� METHUN ART ,HRS VF MH DS DS FO II Liu 0 I1� 2 w U zI < lu �. z � LIU X )REGISTERED ARCHI>ECT alb' tt10MAS�EM CH I -STATE , WASHINGTON FOR PERMIT 0NLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES COVER SHEET GENEEAAL NOTES AND PROJECI DATA 98294.00 CITypFEjI 4 -15 -99 FE (�U T CENTER E: \98294 \CAD \A APR I 9 1999 A 0 0 PERMIT/BID NOT FOR CONSTRICTION IICTIOmN w I , i I I d II 3 ®_ --1 ;/ _ — p T HEN 1 -f ' T ._ . I : rime I pia �E AAAAA "WA I I - f _ _ I I I� I I I I I r I I I- I I ' � • ,.,, 1111 I I :��_ :.;� :,, : ,; : •RCHITZ 7: TTTTT 1011• 1111 III ME rill ,.. ®. WI — su® - OR N COVER " i Mill .111M. Z X 00 .. . ; I hI 1 - 1 111111111111 , � ��1 o i I ,' ' DDR I 1 ' I ( I —, S I i 1 - a I _I I I NOTE 1GHT DASHED LINE 1 XISTI ", =r ; �F' I L - I I DILATES RI I , j Q 0 NODE, REMOVE IN XISTIN AS TR.- : FLAc••LES m.o. - SHE SC1, __ - 1 � - A LOC MR 0 S CO,.0 SLAP} E ON GRADE NCE LO wA (K -0' • R 2.• _ ! N _� DEM•L[ z x ' � E ®1 ®® — I I NE k II - DURI G E 7 : ;! n -- - -- —+ � NEW I III \ — REkOVE e _ ° A5 RE•b. FO __ �W LZ - -1� — IC- . - � ND � -- - -- :_i___ -- - ' r ', _ - AIN I - - PP w G SLAB . COVER RL _ _ .. rnL ur _ L. r -,-_-_,1.1-4-_-:...r....- �i _ I J T J L L r I L \ \ �� , - � rr_:� ` ' F - T - � L- r1 _ 8 - '1- I rem a � - - %:i _� � � 1 1 � d11m1�7 re O� 0 � - _ _: - tea.: ' m �unaom L � mlmlalID Sri / J ® i ®ImiID - C I ® I ozo ) , SKYLIGHT ,, }; Y I 1 I I' ( LQ.,� I d} I r - - 1 - - _ ,.• • • mi --I i --- I I L °, ( - b Y` 7 J t. i 1 '.. r _ f-"�' ti's L ♦ 1 mot s�� - N - EXI ING WOOD — FA CIA TRid Ap - ` MMO _ L � .. ` ) - © - ` - REM. PORT — E E E ONS OF EW CO H EXIS N $Y-H.. LEC P HAIL ING FL .. P JT. E. TOPPII - R' 5 I-e I R••9- l ffN L _ m ! DLMO �L - R E MOVE � / T MW 1� 1- C _ _ ROOK C. Rly E, FRAME STORE NEW EFS § RICiF _ - __ �" . 1 __ • - - - _ j �r �ANT' [ NE PATCH S OFFI T SR TRIM. • RF •O FOR .AA P. A5 MOWN I I II Qi ✓' .15 \ FOR ER PL -J- i-- I i I, —11 -� � NG SLR= L•LAT[ - AS N : T i -7 VD !SEE FOR !OF CONC. .. f THE SEE ING TO PP AN FOR z I �ABRIC AND � i 0 � AAING R- • • pnD .., -f SKYLIGH CUTTING RO DET. PATTE L r I 1 �r �. � I' I I,�� Lli ® ® u ® "PoDOR Ali • 1H _ II■ IIIIII, ED ARE OR TIC- IN BE 0 BE �� ��• EXIS EXI E OVED 1 I A y M a : - I L_ 0 t� i I t J ■ � Jr," 1 1 i I I , � } T , , } E_ 9°°'�• it:inamomar � a llll�� � 0 • 1 .1111 in Thl (..) ,, 11111 Mil mom . 00 ilings , �+". / I_ , _F L-___ __I 11 1 1 1 / I _ �\Jj \J i 1 1 1 :_ I / Y A V 4 /per A i I 4 _ll -. --1 R ' FEAT INTO RENO j -r r - i v r T7. 1 ©' I ER DEM•LISHED X'STINe AS R FLOOR D. FOR I MOOTH m N ;1 1!: I= // - LJ - �I I, I I I _ E E %IS NG F .- D PLAN LY. C ERS IN P E 1 11 111 mImI 11111 I� 11 1.. _ I - � ? T �Y - � I FOOD COURT COMPLET r i 1 - 1 Z - _ .dim T' - - I I ISEARS \ ...., TO N- PLAN ERS - I 1 I; : 0 DEMOLITION PLAN GENERAL DEMOLITION NOTES ' 42 • 44 1 REFER TO GENERAL NOTES ON SHEET A0.0 FOR GENERAL CONSTRUCTION REQUIREMENTS. 1 THESE DEMOLITION PLANS. ARE TO BE USED AS A GUIDE. FOR THE GENERAL DEMOLITION AND ARE NOT INTENDED TO DEFINE THE FULL SCOPE OF THE DEMOLITION WORK. REFER TO THE PLANS FOR DEMOLITION REQUIRED FOR SPECIFIC AREAS OF WORK PROVIDE DEMOLITION AS SHOWN AND AS NECESSARY FOR .INSTALLATION OF NEW WORK. 5. SUBMIT SCHEDULE TO MALL MANAGEMENT INDICATING PROPOSED. SEQUENCE OF OPERATIONS FOR SELECTIVE DEMOLITION WORK FOR REVIEW PRIOR TO COMMENCEMENT OF WORK INCLUDING COORDINATION FOR SHUT -OFF. CAPPING AND CONTINUATION OF UITLITY SERVICES AS REQUIRED. TOGETHER W1TH'DETAILS FOR DUST AND NOISE CONTROL 4. COORDINATE AND IDENTIFY ANY DEMOLITION WORK WITH MALL MANAGEMENT WHICH MAY , SET OFF LIFE-SAFETY OR - ' / I f REMOVE E GWB SOFFIT CONSTR ( III I !�= c -, RELOCATE E WALL -MOUNT HAND DRYERS 1 I PATCH WALL TO MATC� ADJ. SURFACES ! / yI I I f t\ I REMOVE E. WALL -MOUNT MIRROR- - ^'�. C•' VF wmn «.0 C--'1 P MH x DS .ausu SECURITY ALARMS TO PREVENT THIS FROM OCCURRING. S. PATCH AND /OR REPAIR ALL SURFACES WHERE DEMOLITION OCCURS WHERE - EXISTING FINISHES REMAIN OR ARE EXTENDED. MATCH EXISTING. WHERE NEW FINISHES ARE PROVIDED PATCH AND REPAIR SURFACES TO ACCEPT NEW FINISH MATERIALS B. PROTECT ALL EXISTING ITEMS AND STRUCTURES 5HE5 WHICHTIOTLY REDAMAGE CAUSED TO :: CILITIES BY THTHE OWNER. ORK IN CLEAN CONDITION. WITH ALERATIONAL AND TEMPORARY PARTITN AND AS OTHERWISE: NECESSARY TO PREVENT THE S OORDINATE WITH. MALL MANAGEMENT FOR LOCATIONS BARRIERS. PROTECTION. OCD Q (J ,I Y O ,1 `t - -,-' 1� p W_LL TO MATCH -AQ I ..FACES-, I REMOVE E. WALL-MOON LAVATORIES 8 I i' j _ PLUMBING FIXTURES I i 3 1 BING FIXTURES: CAP ALL LIKES ['P PAR. TT MATCH ADJACENT SURFACES / REMOVE E. GW II T FIXT;F PATCH WALL TO MATCH ADJ. SURFACES ES " • M = I TIMES. PROVIDE LIGHTING. RE DIRECT SIGNAGE AS NECESSARY. MAINTAIN FLOOR WITH SMOOTH TRANSITIONS BETWEEN LEVELS. RELOCATE EXIT PATH OUT OF STORE BUSINESS HOURS AS NECESSARY TO COMPLETE WORK 10_ ARRANGE DUMPSTER LOLP.TIONIS) WITH MALL MANAGEMENT. C AARDOUS MATERLS LA ENLWNTERED DURING DOTINS. COMPLY WITH ALL S 1 0 1 I O �� h 1© i \ C U / } ' e __ _ L_ ' � —® 6 f DRYER 6LA REMOVE E. WALL 5iNK5, PLUMBING TT- I I MOUNT HANG ORYf�R FIXTURES. 8. AC C S ORIES -- / GENERAL NOTES 1 FI max -_ E WALL -MO TO REMAIN NT HAND DR E R v1 ! I a : 1' 1_ { "� = ,k ARCHITECT - f -- • � 4 P T 7 I 1 _ I5 WALL ID }LL =. ���...���!!! y = /� I I ) 1k - LOUNGE I -A (, HEN'S - p - r , f - - • N. - /// FOR L ,� PERMIT ONLY _ - / j a THIS DOCUMENT HAS BEEN PREPARED -. -=- ��°- • =I' -- FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY 11 DUST AND NOISE CONTROL TO COMPLY WITH OSHA AND ALL OTHER REGULATIONS CONCERNING AIR QUALITY AND NOISE CONTROL I� ( IJ I� �.. M , /^I PATCH WALL T DOR AS REOD;' FOR NEW CONSTR. : 1 ,,! MATCH ADJACEN>)jSURFACES : .I,1f a '1► � ,Z ♦ / - ._v1 -- I 1S. RAISE E. FLOOR GRATES, C.O. COVERS. ETC. TO NEW F.F. LEVEL AS WORK PROGRESSES IN MALL. - 74. DO NOT CUT FLOOR TOPPING SLABS AT EXISTING CIRCUITING UNTIL ALL CONDUITS TO BE CUT HAVE BEEN REROUTED AND /OR REPLACED BY NEW ELEC. WORK. COORDINATE W/ ELEC. CONTRACTOR AND OWNER'S REPRESENTATIVE. 15- .EXISTING UNDER•SLAB SWAMP GAS EVACUATION SYSTEM SHALL REMAIN IN OPERATION AT ALL TIME. COORDINATE WITH TY HALL MANAGER FOR DETAILS OF EXISTING SYSTEM. TAKE ADEQUATE SAFE PRECAUTIONS WHEN WORKING BELOW SLAB AREAS OR IN THE VICINITY OF THE EVACUATION SYSTEM. _ 1 \ \ \ REMOVE A5 / A \_, E. DOORS AND WALLS EQT). FOR NEW •CONSTR L.., e, R D E. FOR DO S REQ REMOVE E BAIY ii WALL R FW PORTION OF N I� CONSTR � . � L_ - -� REMOVE E. WALL FM C M�LOT IN i I -- CORRIDOR L- �' - ✓ y _'- ! —J - II . � ' CHANGING STATIGN -�� I REMOVE E. J' 0 / FLOOR AS REQ•D. FOR n I- Zr= GOVERNMENTAL AGENCIES / ER AND PREP I DEMOLITION PLAN ELEC CONDUIT. CAP ALL LINES °REMOVE E. B HI D A jQ INISHES W JT- COVER If _b' n 1l REMOVE E CRCS'- CORRIDOR WALL AND E. CMOJE E ACP CEILIN= TILES S PREP. E. CLG. GRID GENERAL NOTES 1. FIELD- MEASURE AND VERIFY EXISTING LAYOUTS PRIOR TO DEMOLITION I: DOUBLE DOOR A, FRAME. FRAME. RELOCATE EXIT LIGHT' ..B REQ•D. FOR NEW PAINT FIN. REMOVE E. ASHT AY. PATCH WALL TO MATCH E. CITY OF TU I LA 9 9 199° are' MEN'S TOILET AND FAMILY TOILET DEMOLITION PLAN 3 WOMEN'S TOILET & CORRIDOR DEMOLITION PLAN 4-155-99 PERMIT CFMGR � _. P• 40' -0' V• -0' ws COT TUNWHA E: \98294 \CAD \D10 m n ,«� APPRO Ww,< O JUL 0 D . - AS NOTED 1 ' 12 C ? ,�•. ... - ® ' . . s taorHHo 0I} _ D 1 . 0 PERMIT /BID REMOVE E. CORRIDOR WALL' CONS COMPLETE AS SHOWN, INCLUDING WALL-MOUNT FIXTURES. ELEC. WIRING. ETC. REMOVE' AND RE -ROUTE E. PLUMB1N LINES AS REVD: -.SEE MECH REMOVE E. ELEC. CONDUIT -SEE ELI}C. I I SAWCUT AND REMOI}E PORTION OF E CONC. SLAB AS EOD. FOR NEW BP. ACCESS RAMP ()ORDINATE W/ STRUM. "� SAWCUT AND REMONE PORTION OF E. ASPHALT PAVING SASS REDD. FOR NEW CAST CONC CURB COMSTR. 0 N L DEMOLITION PLAN AT NORTH ENTRANCE 11 I I �I I L JI -,, r'r s- I n .\ SAWCUT E. TOPPING SLAB NAND /'/ � 1 REMDVE�S REQ'D. FOR NEW II TREE WE NSEE SHT. A6: � SAWCUT TRENCHVN E. TOTING SLAB I 1 AS REVD. FOR:'.NEV1� a 1(f C l ' LifiE-- I � I SEE SHT. D1.0 'AND t'� I Kr- DEMOLITION PLAN AT CROSS - COURT SKYLIGHT REMOVE E. WOOD FASCI TRIM AT E. LIGHT COVES. TY :- SEE SHT. D1.0 FOR EXTENT y REMOVE PORTIONS OF E; PLASTER J CEILING AS REVD. FOR NEW SKYLIGHT BEAMS - -SEE STRUM. REMOVE E. ROOF BEAMS AS SHOWN 12 TYPJ REMOVE PORTION OF E. (ROOF AND CEILING CONSTR. AS REVD. -FOR-NEW-SKYLIGHT INSTAL- ATiOlH- SEE SHT. A6.2 REMOVE E. SKYLIGHT WELL I ( �/ \ \ I CONSTR. ON ROOF I I I SAWCUT E. STRUM. SLAB AS REVD. FOR NEW TREE V ELL- SEE SHT. A6.4 TRENCH E. TOPPING SLAB AS REVD. FOR UTILITIES SEE ELEC.. REMOVE BRICK VENEER 3N EXISTING COLUMN LOCATIONS REMOVE E. COLUMN FURRING AND BRICK VENEER 121 TYP. REMOVE E, 000 PULLS. PATCH E. DOOR TO MAT ]]RE$1;E.�LO _ J__G�.. ll K , / RE`AOVE WALK -OFF MAT 1 / 8 ADHESIVIv E J I i I ; REMOVE E. WOOD FASCIA TRIM AT E. LIGHT COVES. TYP. J -I REMOVE PORTION OF EXISTING GABLE ROOF AND E. CEILING. REVD- FO SKYLIGHT -SEE SHT. A6.2 RE MOVE E ROOF JOI STS AS REVD. FOR NEW SKY LIGHT ) N L__ _ J _. ()DEMOLITION PLAN AT NORDSTROM SKYLIGHT REMOVE 12! E. AOPOLES AND SUPPORTS REMOVE E. FLO•DLIGHTS AND CONDUIT REMOVE E PRECAST CONC. FASCIA PANELS AS SHOWN FOR NEW ENTRANCE CONSTR. REMOVE E EGGCRATE CEILING AND LIGHT FIXTURES IN LOW SOFFIT AREAS 14 TYP. E. ROOF BEAMS TO REMAIN. TYP. jr„. ICI I II I 1 I I II I I Ir - - 1f - - -1 j ( I t I I I I II r - Y \ 1/8 • 1' -0' t`s ( L - - J TE O REMA N FL M O EXP. JOINTS �- 1/8' • T-0 CONDENSATE DRAIN LINE SAWCUT 0. ASPHALT PAVING REVD. FOR NEW CAST CONC. SEE SHT. A2.3- REMOVE PORTION OF E EXT. ALL AS REVD. FOR NEW EXIT DO R- SEE FLOOR PLAN SHT. A21 SAWCUT E: STRUM _CONC SL AS REQ'D. FORNEW COLUMNS AND PILE FOOTINGS GO TYP,) --SEE STRUM:. D!SP DEMOLITION PLAN AT MAIN ENTRANCE REMOVE E. WOOD F SCIA TRIM • E. LIGHT COVES -- EE SHT. 01.0 FOR EXTENT REMOVE E DOME. SK LIGHT AND PATCH E. ROOF CONSTR. AS REVD. FOR NEW SKYLIGHTS 13 TYP.. S ,nOWNi - -SEE ROOF PLAN SHT. A2. 0 E. WATER MAIN VALVE - ) " NO RE-ROUTE PER E: SPRINKLER. ALARM - LOCATE "PER MECH. -- SAWCUT E. STRUM ,"TONG. SLAB AS REDD.. FvRNEW TREE.WEL .5 I37YP. AS SHOWNI•- r - J REMOVE 0. HOSE BIBB AND RELOCATE PER MECH. RE MOVE -e-WA RUN- RELOCATE PER O DEMOLITION PLAN AT SEARS ENTRANCE AND CORRIDOR REMOVE E. HVAC CONDENSATR LINE 8 RELOCATE• -SEE MECH. REMOVE E. ELEC. CONDUIT O ROOF- - 1 - RECONNECT LINE PER ELEC. P. BOTH SIDES REMOVE E. PRECAST CONC. CIA -- PANELS AS EQ'D. FOR NEW ENTRANCE CORNSTR: -SEE SH A23 REMOVE E. EXTERIOR WALL QONSTR. COMPLETE. INCLUDING WALL STUDS 6 0! FINISH. BRICK VENEER. ENTRANCES 6 GLAZING. ELEC. FIXTURES. E /C. REMOVE E. ALUM: FRAME STRIP SKY AND FINISHES AS READ. FOR NEW REMOVE E. WOOD FASCIA TRIM • E.LIGHT COVES- -SEE O1.0 FOR EXTE REMOVE E. TENANT STOREFRONTS ONG THIS WALL AS REVD. FOR NEW LE SE LINE POPOUTS REMOVE'E.DOME SKYLIGHTS ON ROOF= SEE. ROOF PLAN A2.10 (2 TYP. • NEW SKYLIGHT) MOVE PORTION OFE. ROOFING. ROOF FRAMING. NDEIPLASTER CEICTRG REVD- FO NEW SKYLIGHTS 12 TYP. AS SHOWN/ -SEE SHT A2.10 r - IPe- I I J SAWCUT E. STRUM. CONC. SLAB AS REVD. FOR NEW TREE WELLS 12 TYP. AS SIHOWNI SAWCUT NEW TRENCH IN E TOPPING SLAB AS REVD. FOR NEW UTILITIES- -SEE ELEC. AND SHT. D1.0 FOR EXTENT rT1TrT11- rrT1 - I rT 1- rT' T - 1TrTT1 I I I I I I I.1 l I I I I I I I I 1 I I I II''' I I L1J_LL11J_LL1J_ L_t' J_LL LJJL11J IGHTS COMPLETE DOPING AND CEILING CONSTR. SEE SHT. A6.4 REMOVE PORTION OF{ E. ROOF CONSTR_ INCLUDING ROOFING. R gr_ RAMING AND SUSPENDED PLASTE� CEILINGAS REVD. FOR NEW SKYLIGHT"INSTALLATION- -SEE ROOF PLAN SHT. A2.0 - rr T - FT - f-rr rrl rTl - ET 1 rr1 rr1 - rT1 °r T1- rrI - FT f - FT "I T1 - rr1 - I I I I I I I I I I I I I I I 1 i I I I I II V I I I I' I I( I I I I b I � I 1 _1J_L1 1 1 1J_L1J__1J 1 1 1 1' 1J_1 1J__1J_ILJ_ 1 1 1 1 1J_ I I 1J_ 1 1 1 1 1 1 1_ 1J 11 1 I r 1 1 i SAWCUT E. STRUM. CONC. SLAB i AS REVD. FOR NEW TREE WELL- I SEE SHT. A6.4 JN .,_SAWCUT AND REMOVE PORTION OF E. CONC. UMBRELLA COLUMN /SLAB AS REVD. FOR NEW SKYLIGHT - SEE 2/A8.1 SAWCUT AND REMOVE PORTION OF E. CO.. UMBRELLA COLUMN /SLAB AS REVD. FOR (5) NEW SKYLIGHTS - SEE 10/A6.1 L i 1 rrT1Trr fl - rr-r 1 1 1 1 1 1 1 1 1 1 1 1 1 LL11_14J_ _1_1_ L 1_ L_I SEE NOTES SHEET S62 SEE SHT. A22 -1 CI REMOVE E. PRECAST CONC. FASCIA PANELS AND SOFFIT CONTSTR. AS REVD. FOOL NEW CONSTR.-SEE SHT. ALL REMOVE E. EXTERIOR WALL CONSTR COMPLETE INCLUDING WALL STUDS S FINISH. B ILK VENEER. ENTRANCES. ELEC. FIXTURES. ETC. REMOVE E. WALL CONSTR. COMPLETE 11 -- REMOVE E. HVAC DUCT COViRS,1 - 1 131 TYP. AS SHOWN ( 1 1 1 REMOVE E. WALK -OFF E3 _ MAT AND ADHESIVE EL_ 1 1 NOTE: REMOVE E. E JT. COVER AS REVD. FOR NEW FLOOR COVER PL: SEE SHT. A2.2 NOTE. REMOVE E. EP. JT OVER AS RED. FOR NEW FLOOR C COVER PL. -- D! ! r rr - r - I 1 I 1 1 1 1 1 I 1 1 1 1 1 LL11J_LLJ JJ._L1J 1 REMOVE E. ALUM. -F AME STRIP SKYLIGHTS COMPLET AND FINISHES AS eat). FOR NEW ROOFING AND CEILING C66d66dNSTR. SAW E. STRUM. CONC. SLAB AS R.VD. FOR NEW GRADE BEAMS- - SEE STRUM. (2 TYP.) REMOVE E WOOD F S TRIM FOR OR E. LIGHT COVE -SEE DLO S EXTENT REMOVE E. HVAC DUCT VERS 18 TOTAL) AND PATCH E. CONC. FLOOR .SLAB MATCH ADJ. SURFACE REMOVE E. CHASE AND MECH. DUCT REMOVE E. EXTERIOR W LL CONSTR. INCLUDING ALUM. ENTRANCE SYSTE .ENTRANCE DOORS Z. HARDWARE, FIXTURES. E C.--PATCH E. FLOOR SLAB AS REVD. FOR NE FLOOR FINISHED 1 REMOVE E. HOSE 51DM RELOCATE - -SEE MECH REMOVE E. SPRINKLER ANO ,[SAND "RELOI PER MECH. B ALLCS RAM U NEMAIN r- IN S E LOG_ NO DEMO WORK REVD' / I N� INCLUDING LOCKERS REMOVE E. DRINKING FOUNTAIN 1. RELjOCATE ALL PLUMBING LINES BACK TO NEW D.F. I CATION- - SEE SHT. A2.6 AND MECH. RELOCATE E. FIRE EXTINGUISHER /EMERGENCY LIGHTING BATTERY CABINET - -SEE SHT. A26 REMOVE C E. ROOF CANO AND SHT. A2_6 RED PORTION OF ONSTR- -SEE STRUM. SAWCUT E ASP)$A)_T PAVING AS REVD. FOR NEW CAST) NC. CURB -SEE STRUM. AND SH A26 REMOVE E. PR AST CONC. FASCIA. PANELS 8 PORYYYTIIIION OF ROOF CONSTR. AS FOR EW ENTRANCE- - SEE SHT. A26 r SAWCUT AND R E SUSPENDED AS REVD_ FOR SEE SHT_ A26 MOVE PORTIONS OF LASTER SOFFIT JEW SOFFIT CONSTR.- E B.F. ACCESS RAMP TO BE SHORTENED-- SELSHEET A26 NEW COLUMN LOG. PER STRUM.- - PREP E. CONC- -LAB AS READ. FOR NEW COL CONN CTIONS - -SEE STRUM. 141 LOC. TYP. 1/8'•1 -0' P REMOVE E- WALK -OFF MAT AND ADHESIVE T1 rT1 rT1 rT1 rT1 - FT 1 - 1 - 1 - -- - "r1 rr1 rT1 - r r r r T1 rY1 - r1 I I I I I I I I I I I I I I I I I) 1 I 1 1 1 1 I I I I I I I 1 1 1 1 1 1 1 L1J_L1J_L1J_ 1J_ LiJ_ L1J_ L1J-- 1J °L1J_L1.J_L1- 1-- J..J_L1J_LJ DEMOLITION.' PLAN -AT St. P NNEY CORRIDO ® .. . , / i 0 REMOVE E. DOWNLIGHTS • END V /ALL AND PATCH E. PLASTER CEILING TO MAFClL - ADJ. SURFACE O 1 La REMOVE PORTION OF E. IiOOF C ' `A • L AND CEILING TO INSTALL NEW ROOF DRAIN - -SEE MECH. AND SHT. A2.10 ( r ® r rn 1 1 I ` 1 1 Sill,. OIL IL • CRITI T t...) eta +... Remove E. PH NE TRUNK LINE AND RELOCAT a ELEC. T T REMOVE PORTION OF E. EXIT CORRIDOR INCLUDING WALLS, LIGHT FIXTURES, DOORS. ETC. AS SHOWN I I +- T - I f Ly "0,1 0111IIA JU 0 9 1999 I AS 110100 BUILDING DIVIEnN 1 (o) I � LJ' Cfr MI TIAUN VF MIMI MH D R DS FB ANSON Ll 2029 IST I� REGERED FAIR ITECTI I THOM ENRICH STATE OF WASHINGTON FOR PERMIT -8- ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES DEMOLITION PLANS AT ENTRANCES RECEIVED 98294 00 CITY of RECEIVED_ 4 -I5-99 APR 1 9 1999 PERMIT CENTER O EA98294 \ CAD \D20 D2 0 PERMIT /5 NOT FOR CONSTRUCTION MALL AMENITIES SYMBOL LEGEND A DIR MAI L DiR_CTORT DID MA L DISPLAY - y# TEL PUBLIC TELEPHONE WALL -MTD. TEL PUBLIC TELEPHONE PNC AUTOMATIC ATM TELLER [] TREE GRATE BENCH BENCH FLOOR TRANSITIONS TO OCCUR 0 ENTRT AREAS BETWEEN LEASE LINE AND POP - OUT LEASE LINE U L - J 1 I CUOMER SER STROLLER STORAGE KIOSK MiSSN rimmoni®ate■■■ \\ tee® 82 ta o® ®> ®\\ H��VL+�s33S�■■►V■\R it ■® 3a?i1`. -4 � ® ■7■ \\® \C■l:�L1'S'LYOSII■0 �$SiP 211111 \`O -�: EI : /\\ \ISM !IR =_9■Y \ \ \ ■ ■fflumaiWIaOim■toMig .\ ��llllllllllll \wliRa•vv \i\\:OAlall \lll�A� ' l 101\\ \ NOM. l\\\ \l1l \O \\\ti \i`v\ \14 unoc M INISSIZE M IIIMEM MAIM . \ ` ► � l � OlC 0l \ 1l i l 1 V . \ 1 . 1l i\ \ \ ti \' C . � ,111 i\ i \ C O n Alli n a lin .. d■ ■�g In ''7r`NG ilMe■N ■ \ \■ mid 'la 0 TYP. TILE PATTERN m TILE T -1 FIELD TILE SCE TILE T•2 S1� BORDER TILE • TILE TJ ACCENT TILE • ILE T -4 T ACCENT TILE TILE T -5 ^•��• ACCENT TILE CONTROL JOINTS 0 EA. COL. GRID. TYP, - SEE DET. 2. 3. LINE OF ANTI- FRACTURE MEMBRANES BELOW ALL EXP. CONTROL JOINTS AND OVER TRENCHED SLAB AREAS. TYP. CONTROL JOINTS CENTERLINE OF MAL CORRIDOR. TYP -SEE AlEk nay TRENCH EXISTING CONC. TOPPING SLAB AS RECD. SEE DEMO PLANS AND ELEC. PLANS FOR LOCATION AND EXTENT - -SEE GENERAL PLAN NOTES TYP. FLOOR TILE NOTES: BALANCE TILE LAYOUT WITH NO TILE SIZE LESS THAN SIX INCHES DIAGONAL TILES TO BE CUT FROM WHOLE TILES RAISE AND /OR EXTEND FLOOR COVER PLATESAS RED'D. FOR NEW FLOOR FINISHES PROVIDE ANTI - FRACTURE MEMBRANE AS INDICATED ON DRAWINGS AND ALSO AT EXISTING FLOOR COND ^IONS (CRACKS. ETC.) AS M LEASE LINE. PROVIDE EXP. CONTROL JOINTS I MALL AREAS 0 CENTERLINE OF CORRI OR AND ACROSS CORRIDOR AT COLD N RID LINES TYP. AS SHOWN BY DASHED LIN S - -•EEm 4 Z T it 24.0' PARTIAL FLOOR PLAN 6 NORDSTROM /SEARS 24 NOI DSTRON T --- TYP. TILE PATTERN 24 -- t 24'-0' NEW CRUMPLE JT 0! EXP. JT. SEARS • L- W CRUMPLE JT. O E. EXP. J7. WEST; ORRIDE R NEW aOVER P 0 E. xP. JT. E SLIp DOOR TRACK TO R44AIN 15 16 — - - NOTE: ALL NEW PENETRATIONS INTO EXIT CORRIDOR TO BE FIRE - PROTECTED SEE DET. NOTE: T t5 CORRIDOR EXTENSION UNDER SEPARATE PERMIT RATED EL4C. PENETRATION SEE DET. MAIN CORRIDOR P L NIT NOTE: ALL NEW PENETRATIONS INTO : TE BE FIRE- PROTECTEIj SEE DET. I' EXIT CORRIDDR CONSTR. NE o'1 NEW J -1 ELEC. PANEL - INSTALL WI XIST. TSC J -1 ELEC. EQUIP. PER 'E" DWGS. ^3 1116 1I ' LI 24 KEY PLAN WW II NEW COVER PL. i 11 I I(' I� I E OQ1 0 .EXP. JT 24'-0" 24' -0' EUiLCHJG CIVI91ON - OS MTT HtiN VF Mane. POW MH DS FB 0 v H O V L n z 0 0 W 0 z Er z uu 2029 'REGISTERED )) AROHITECT THbMAS D. ENRICH STATE OF WASHINGTON FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES PARTIAL FLOOR PLAN WEST CITY OF TUKWILA 98294 00 I ! SP 1 9 1999 GT)_Y UKWNA m°a` 7 APP�JYCO 4' " e% 9 1999 AS NOIED E: \88294 \CAD \A20 A2.0 NOT FOR CONSTRUCTION PERMIT /BID `lam \ \ \ \ \ \ \ \ \ \ \\ • k „ ......... •0000 msairAMIEU =mss\ TREE GRATE 0 ER RECESSED OP. 'CONC. PLANTER TYP. AS SHOWN SEE DET. NOTE PROVIDE;. EXP. CONTROL IJOINIS. TO ALIGN WITH E. CONC. UMBRELLA COLUMNS ��YP: ICI CFNTR4 - CORRIDOR ARE! AS SHOWN I BY DASHED LINE'S- -SEE DET. a� NOTE: PROVIDE NEW TILE BASE TR M ALL E. CONC. UMBRELLA COLUMNS- - SEE DET. MAIN CORRIDpR 7 NEW ELEG. PANEL INSTALL W/ ELEC. EQUIP. PER 'E'l DWGS. TYPICAf; I I AND POP- I 1 . NE .. L_1-1 : I _ ODlER PL. J E. EX.... T. CENTRAL CORRIDOR ALA EXIT CORRIDOR COSTR. TILE T= FIELD TILE \1' : T-2 `L` EN B ER T TILE 0.3 ACCENT TILE TILE T -4 ACCENT TILE I'M TILE TS AGCENT TILE NOTE: ALL NEW ' PENETRATIONS kkNTO -XI, CORRIDOR I BE FIRE-PROTcCTED SEE DET m I; : CONTROL JOINTS EA. COL GRID. TYP- SEE DET. GENERAL PLAN NOTES: LINE OF ANTI- FRACTURE M._MBRANES BELOW ALL EXP. CONTROL JOINTS AND OVER TRENCHED SLAB AREAL TYP. CONTROL JOINTS • CENTERLINE OF MAL CORRIDOR TYP - -SEE ..as 10 TRENCH EXISTING CONC. TOPPING SLAB AS REQ'D. SEE DEMO PLANS AND ELEC. PLANS FOR LOCATION AND EXTENT -SEE Q I. TIP. FLOOR TILE NOTES: BALANCE TILE LAYOUT WITH NO TILE SiIE LESS THAN SIX INCHES DIAGONAL TILES TO BE CUT FROM WHOLE TILES 2. RAISE AND /OR EXTEND FLOOR COVER PLATESAS REO'D. FOR NEW FLOOR FINISHES PROVIDE ANTI - FRACTURE MEMBRANE AS .INDICATED ON DRAWINGS AND ALSO AT EXISTING FLOOR CONDITIONS /CRACKS. ETC} AS RED'D. PARTIAL FLOOR PLAN go BON MARCHE COURT MALL AMENITIES SYMBOL LEGEND DIR . DII * TEL PuBLIc TELEPHONE WALL -MID. TELl PUBLIC TELEPHONE PNC ATM MALL DIRECTORY MALL DISPLAY AUTOMATIC TELLER TREE GRATE BENCH BENCH RTOSR 1 KIOSK TYP. TILE PATTERN 7 1/8' • T -0' CUSTOMER SERVICE - - — - STROLLER STORAGE PUSHCARTS NEW CRUMPLE JT. 0 E. EXP/ JT. ,- -, 00® 00 OE . . = !r 24'-0' ' 32 24'-0' 24' -0' L + - - - -- --I -r 1 I ) ) I— _ A R E AU N O E R ADDITICIN /MULTI- FAMILY PERMIT APPLICATION' NEW E> T CO CONSTR. 11111 Y NOTE ALL NEW PENETRATIONS INTO EXIT CORRIDOR TO BE FIRE - PROTECTED SEE DE, L}:1 ENLARGED PILAN • /MAIN ENTRANCE I 34 35 14' -0' 24' -0' I 24' -0' .PROVIDE EXP. CONTROL JOINTS IN MALL AREAS • CENTERLINE OF CORRIDOR AND ACROSS CORRIDOR AT COLUMN. GRID LINES TYP. AG SHOWN BY DASHED LINES -SEE DET L - _ (7,/qqol2Z 1/16 • 1-0 01 MOE Amon. KEY PLAN IaV•rs ; -- - nun - IA APPRU IJUL 091999 AS NOTED BX:HLOING DIVISION p MI T H U N 42.4 OLIT9 VAT VT U na TS DS C11119.1110 10.1F H 0 NOT FOR CONSTRUCTION 90176 500 Nr 0) 095 5904 a 0x04) 420 0405 0 0 0 00 00 0 uu 0 2 LU 0 /C- Q pp Q �I Z u REGISTERED ARCHITECT +y \ THOMAS D.`EM STATE OF WASHINGTON FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AMENDER PARTIAL FLOOR PLAN CENTRAL 98204.00 DECEIVED 4:RY OF TUKWIL0. 4 -15 -99 APR 1 91999 E: \98294 \CAD \A§@4"IT CENTER A 2 . 1 PERMIT /BID ;tL L r - -- I NEW ELEC. PANEL - INStALL W/ EXIST ELEC EQUIP. PER 'E' DWG . TYPICAL N DOR J I ELEC. PANEL - 1N4ALL W/ EXIST. . EQUIP. PER 'E' DWOS. TYPICAL PROVIDE EX . CONTROL JO/NT$ IN Mf,LL AREAS a CENTERLINE OF CO RIDOR AND ACR SS. CORRIDOR AT C LUMN DUNES S TYP: AS 6HOWN BY DASHED DINES- -SEE 24 FLOOR TRANSMONS TO OCCUR • ENTRY AREAS BETWEEN 24'-0' 24'-0' O TYP. TILE PATTERN r LE LINE AND POP -I I OUT LEASE LINE J ' L _ 1 _ ll2 :a1 ®18u =ANNO.e 4C\ \IWWNa C\ \, ® 24.4 WN■WOWOlNNLWI WNN'� 2Ja N1RN0'N ■ \ N\\pe •1'Y®1 W i640321 ££>.l■fl®lI V!\ \ immasmacqs Y.\F539■LlWWN \ \■ a.la gal 1,1 ®�h1■■!1. io \me =vlmw v1 \a18 N1l MEI N■■ 7ll► Nt\2l DA � \\ �\N 4-1-4 `N■N�N ■• Dim ■W!N\ !t :J !4 MullruNl�NN \l ■�� ���■l■! ' � I � �fllllB/WWl 0 F \\ \11 \1` n1Cl \.�:1, 1 \111 `\ ■■Np NN ■ 1111■ ■N16NN■N.\`\■ S\ NN►'4N W n= .N aNrA V a. Y. \NNNNIINIWII ■N \O 2 ■■ ■INNWIIINfIlB11N■ ■N■ ■ \\ �cNW■N■N .44RVS >. lrWNlN ■ \AN ■ j: E . : viGtfl£ia Yl�1N ■N A\ NNINN ■ ■ JCS4F�= ?Y.Sd ■11■IA \� W l °4 4P5£ r! lulM ..' 4 ram. Q41£9Y N11uN�■■■. \ `lN \S1NllW IYNNtIN \ N■NUl O ---- V11111111111111/ •111111111111111117A17.01.111 NOMMI 4WNMI► YNlIMI► ..anN \Wl ■Nll� BlNSVN N�a�llNlmnll�llul = leoNN A:�`l \11 \111 \ \i\ \CIA 11 \`l:N'l\ \1\\.1 \ N I W u ll 1 II 4 4 47 I. 2 4 ' •0 ' 24 ET] TILE 1 T - FIELD TILE TILE T-2 X111 BORDER TILE TILE T -3 ACCENT TILE TILE T -4 ACCENT TILE TILE T -S 60 ACCENT TILE CONTROL JOINTS o EA. COL. GRID. TYP: SEE DET. /� I I I AIM TRENCH EXISTING CONC. TOPPING SLAB AS REO'D. SEE DEMO PLANS AND ELEC. PLANS FOR LOCATION AND EXTENT - -SEE GENERAL PLAN NOTES: 1/8' • 1' •0' O PARTIAL FLOOR PLAN @ JCPENNEY /MERVYN'S LINE OF ANTI- FRACTURE MEMBRANES BELOW ALL EXP. CONTROL JOINTS AND OVER TRENCHED SLAB AF`AS, TYR CONTROL JOINTS • CENTERLINE OF MAL CORRIDOR..TYP.- -SEE 1. TYP. FLOOR TILE NOTES: BALANCE TILE LAYOUT WITH NO TILE SIZE LESS THAN SIX INCHES DIAGONAL TILES TO BE CUT FROM WHOLE TILES 2. RAISE AND /OR EXTEND FLOOR COVER PLATESAS REGO. FOR NEW FLOOR FINISHES 3. PROVIDE ANTI- FRACTURE MEMBRANE AS INDICATED ON DRAWINGS AND ALSO AT EXISTING FLOOR CONDITIONS (CRACKS. ETC.! AS REDO. 24'0' e -1 DIR D ISP TEL MALL DIRECTORY MALL DISPLAY PUBLIC TELEPHONE WALL -MTD. TEL3 PUBLIC TELEPHONE PNC ATM C] 24' -0' 4 24' -0' AUTOMATIC TELLER GRATE BENCH BENCH NOTE PROVIDE EXP. CONTROL JI TO ALIGN WITH %[STING COLUMI TYP. IN FOOD Cg RT AREA AS SI 'r BY DASHED L INE$- -SEE DET. MALL AMENITIES SYMBOL LEGEND ' I I � KIOSK CUSTOMER SERVICE STROLLER STORAGE 24'-0' N W FLOOR CRUMPLE JO EXP JT 24'-0' 24'-0' 24 %0' M ER VYN' 24'•0' JCPENNEY 42 24' -0' 1 24 r 59 BO 61 24'-0' 1. 24' -0' I. NEW OVER PL. I I o E. XP. JT. EAST CORRIDOR EXISTDIG TREE GRATES AND BENCHES TO REMAIN THIS CORRIDOR 121 TYP. AS SHOWN NEW FLOOR CRUMPLE JT. •E. EXP. JT. NEW EXP. JT. COVER PL • STORE OPENING- -FIELD VERIFY EXTENT J 24'-0' 1 NOTE 1 1 NEW RAIN LEADER l ^C -SEE MECH. CONNECT NEW RAIN LEADER TOE STORM SEWER -- TRENCH SLAB AS REO'D. 8 PATCH TO ! MATCH E. FURR OUT TL STU '. FRAM W6 X GWB D MATCH ADJ- FIN- M _ �' ? 17Z7 LTA WORK IF NEW ROOF DRAIN _ - IS TIED TO E. PIPING ABOVE CEILING[ 1/16' • 4 PARTIAL PLAN @ WOMENS RE�TROOM APPRO 0 - . 1.0. JUL U 9 1999 AS NOTED CCR?mC JILDING DIVISION I PLAN I /A2 2 rt J4 =r-f` KEY PLAN II FOOD COURT PLAN 3/A2.2 COONw11 WOMEN'S RESTROOM PLAN 4/A2.2 hIITHU OF H w DS DS TO !� oo o C a z w E o � 0 � I Z < n � n a 0 o L? lug o 0 11—CC 2024 IREGISTEREDI � ARCHITECT THOMAS D. ENRICH STATE OF WASHINGTON FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES PARTIAL FLOOR PLAN EAST RECEIVED 98294.00 CM' of rulcwlLA mamma :APR 1 9 1999 4 -10 -DO PERMIT CENTER E: \98294 \CAD \A20 CA 2 . 2 PERMIT /BID NOT FOR CONSTRUCTION AIN ENTRANCE FLOOR PLAN I /B' - r -o• 30 KEY PLAN 0 PERMIT /BID NOT FOR CONSTRUCTION 24' -0' 24' -0' 24' -0' 24' -0' "2 4' -0' 24' -0' 24' -0' 24' -0' 24' -0' 24' -0' T 24' -0' lV 1L , MI T HUN Sallx//) /S // ,, •`CHii S.ia O/ , ��-- EXISTING SOFFIT WJNE PRECAST GFRL FAS TYP. – – – !1EJ ®, ®�'� ` 1.21 ■. r I - -, I 'I I I I O L .o 'z 1 _ ___ PRECAST SEE DET • i II p 1I LI dE RE ROCI LINE OF E. ROO SEE DEMOLITIO ,_, F I PLANS i iZ I I _� � ,+ W DOUBLE -DOME SKYLIGHTS ! I!!!1r"I". L 1 ii I� L Cr I NO CEILING IN NEW - - _ I �' TYPE LIGH I I \ C FI TURES :M NOgE. ZE A / ND R(j'FASCIA NE NO NEW CEILING IN TENANT SPACES. TYP. 1 TENANT SPACE IN NEW VICE CORRIDOR - GGII FIT FF ` HVAC C V H A / it II II / r EXIT CORRIDORS. TYP. EXISTING SUSPENDED PLASTER SOFFIT TO REMAIN I NEW TENANT SPACES, NEW GWB SOFFI WlPRECAS ® GFRL FASCIA TYP . 2A. SIDE T � �'® j all NEW E1F5 CANOPY RETR• � ' D , ' NL14 TENANT SPACE - i i SUPPLY GRILL. SEE MELH 7YP. EA io''IOE- NEW �, � � - VAC VERT. Z T W AI D MTL H STUD FURRIN YYP. / E A A SIDE- -SEE MELH. HVAC DUCT ABOVE-SEE MECH. SE TYP. EA SIDE II ® � �J ® I` A - - - 0 I I N ! I - - •II' --_e, • ��� -- NEW EIFS SOF I I I E- SUSPENDEq PLASTER SOFFIT TO REMAIN -PAT SAS REO'D.i NEW CONSTR. 0 [I A -- _- - - -= == �GD . pppy I 0 CV 0 O \, O O G T O 0 I ' 0 0 0 0 ' -1 M p NORTH ® C � I i I 0 NEW EIFG SOFFIT - I ' NOTE: PROVIDE UP -U HT FIXTU TYPE 1 'ND ES .0 :- OF' SHT. A7 FOR VP. 'L -' INDIREC - _A'J3FtB LGHT FIXTURE UNLESS NO • NOTE: CENT NEW EIFS CAN•PY RETROFIT FURRING I ER SOFFIT LIGHTS X NOTE: TYPES • SEE RCP AND LOCATIONS,. Y (� � // �/ � II II H he ' ON ENTRAN"E DOORS. TYP. ()MAIN ENTRANCE REFLECTED CEILING PLAN if u n n : IIIIIIIIIIIIIIII :III:I:IIIIIIIIIIIIIHIIIIIiu Viii , NEW MTL. GRATE AND GIP. CONC. PLANTER -SEE DET in INFILL E. DUCT OPENINGS IN 1 _ : , / �.,IliiinnimInkniopordu Him .• PROVIDE NEW TENANT DE WALL, TYP. AS SHOWN 11....1112:1 "': 111111 ■ ■ ■ ■N ■111111 N ■ ■■ ■ ■.h. ■ ■..... E. SLAB W /NEW C.I.P. CONC. -- SEE STRUCT.. TIP. AS SHOWN i� r n o� am ...nlieHaas..a. ::::: - une.I: I I ■ .11... .. IPS 1 .i...e'1H.e.■ I e ....NI e aeo.o■� �lo....zau. ■e ■..Y u o■ ■. o. � u •-cus n.�ua ■ ■ ■■W ■■ ■ ■1N /- Hillf� ■■ s■ '. .. ell / , „ e. i uaiR R - 000irin i .. i d N "— .aoneeca: rR Ye - ■e I L , ISING .3. I I NO DSHED L1NE5 INDICATE S T BE REMOVED I . -1 1 � -SEE DE L[TION PLAN SHT:D -1. TYP. AG D SHOWN 111111 i t • ■0 ■ ...III .... .n : 0 LI II -- insole : : :.. '1611111 � 1 i r - — / , / .. -; .- 7L 1 PROVIDE NEW TENANT DEMISING \ [,I-I WALL, TYP. AS SHOWN n I �__ - 1 1 1 4� - ¢ I 111111 . ■:f ee .......... ■..■ 111111... ... A.....■.e ■...... .1: ■.e1.: h ... NEW NEUTRAL PIER TO MATCH j T E. PHONE L TRUNK TRUNK LINE AS REQ'. 4 O • I7 �1 " MH NEW TENANT LEASE LINE .... 3 ie I: nR acs�: R .am. Is � 1]IS111S6111111111n. R EXISTING N. PIERS I "•""� DS I IIIII.IIIIII111111Iii .o - : 1 �' r, NEW TENANT SPACE i T-1 i -J-- iCl3:J11 d u TENANT SPACE • DS �� �' FB oe„ TS STRUC7. TUBE REINFORCING Yril3(e911TSIG� m . FOR GLAZING SYSTEM - SEE STRUC TYP. AS SHOWN: ■ ... ■. NEW ALUMINUM -FRAME ENTRANCE SYSTEM e..e........... \........O L MMMMM eiYMM L: 191 .smI0t.Y(L'W 9A3NE. W!/IFNle/l JI1J n ■Y(iNMdbW ■IL'17v1�'J I:ILS!A1113J ■GY01 ■iiLAl:# TA EW ENNT LEASE LINE NEV W ITH NOM. SAFETY GLASS ■..nnoso.e000■ � � :: ■am�a.caaanTr- MN /JYtMM1MYV1YeWnYPrI ■C:iWL Iran- ■.C�e- raana ►C ��G�.l 6'-O' T -2 1 I .I.�I • �� it C a .iLY�YW✓tl .V.---EXISTING CONC. COLUMN TO RE IN, TIP. r 2029 R EGISTERED N ARC ITECT 'OM AS D. I STATE CF WASHINGTON FOR PERMIT 0 -0 : :: s■o.o.es►u.yv ft?IJ Lleal. -� L LL. u... ill 0 1 W NOTE: PROVIDE SLOPING FLOOR ■■. TRANSITION AT NEW ENTRANCED() IRS - . ■.I ■. \... t •�W. '�'1'OYIRI T4ifGTS'TlffnT 1 W. ... .,, .1 NM 7 ScYYW PFF..e: ' �eun ����le \. °� I 0 AS SHOWN BY HATCHED AREA - Sign .u.�nglga� 1 NEW EXTERIOR TENANT WALL CONSjRJCTION �� w, BRICK VENEER OVER METAL STUD .MINE \> NEW EXTERIOR STOREFRONT \ ,Z /� �. A •�� �� � Af �� -� 1 nn n n - - -p _ •� . AMR g . ° N NORTH ® ® USH -BUTT N LOCATION, TYP. IDE ��_•� ■ - --- I ONLY ` FORS DOCUMENT A P L HAS BEEN S PREPARED FOR MET APPLICATION AND IG SUBJECT TO REN NS 6Y 0' -0 '•.' •. • EQ - ( I ® TYP. BRICK - MOUNT TO ALL ® +d' -0" ABO SIDEWALK - 14• NEW PRECAST GFRL COLUMN Cy R S (4 TYP.) 0 - 5' - 11' I NEW BRICK VENEER ENTRANCE S R6 r A1 p OVER ni ®7 m M TL. STUD FRAMING, TYP. AS 9 +OV co., APPROVED NA GOVERNMENTAL A I [� -II I ® PIER DET. Ci H= • n� ''T YP. L VV h] �L��F] _ JUL U J 1999 MAIN ENTRANCE L_ + 1 10........ _- i . 11111111 I I1�I��1�� 8' -D' 16' -0' , -: 10' 16' 2• u .1� yp ' AS SHOWN' LT. ii mv, SB' =2 16' -0• %' -C' NE',`: I -0" C.I.P. CONC. EXTENSION As NOTED ENLARGED PLAN 2' DIA RAIN LEA• -R•• BUILDING DN!9fON AND ELEVATION • 0 - 0 0 TIGHTLINE TO E. S EWER TRENCH E ® ® AS. REDD. - TO E. CONCRETE CURB PTORM © ® SLA= � .u( wean RECEIVEo _ MNI76 R _. � 4 -� _ 88294 00 CITY OF TUKWI(A , .. NCTE: E. ISTING STRUCTURAL CONC. EXISTING B.F. RAMP LOCATION -- SHORTEN RAMP AS SHOWN AND 1 � L( � APR 1 9 1999 4 - 1 5 - c . • • - uu Its - PATCH rt - - x PERMIT CE ' .:. PATCH AN /OR REPAIR CUT AREAS AS REQ'0 TO MATCH ADJACENT FLOOR SURFACES E XTEND RAMP TO NEW C.I.P. CONE. 11411 C URB EXTENSION I . AMP! , Iii r � - , �� i _ EAC18294 \CAD \A23 AeflT mrvrm:Sr.wc ^ ,/ ��� II./ AIN ENTRANCE FLOOR PLAN I /B' - r -o• 30 KEY PLAN 0 PERMIT /BID NOT FOR CONSTRUCTION NEW REGLET AND COUNTERFLASHNG, TYP. ROOF BEAMS AND JOISTS- - SEE STRUCT SUSPENDED EIFS SOFFIT ON METAL STUD FRAMING zD3STiNG SUSPENDED PLASTER SOFFIT TO REMAIN -- REMOVE PORTIONS AS REVD. FOR NEW ENTRANCE CONSTR. BRICK VENEER ENTRANCE PIERS TYP. BRICK v NLER SOLDIER COUHB,1 CONC. PUN TFI.. 0 SOUTH ELEVATION AT MAIN ENTRANCE T1P:: ROOF CONSlRt .. ROOF. MEMBRANE PROTECTION BOARD �'• TAPERED RIGID "INSULATION STRUCT. STEEL DECKING FRAMING. PER STRUCT. EIFS SOFFIT 5/8' GYP. SHEATHING .OVER SUSPENDED METAL STUD. FRAMING' SEE.. DET 26/A6.9 TYP EIFS SIDING O ENTRANCE ARCH OVER 5/8" GWB SHEATHING, MIL STUD FRAMING INDIRECT UP -UGHT FIXTURE -- SEE ELEC. EIFS SOFFIT O CONNECTOR BEAM BEAM PER STRU PRECAST GFRC COL. COVER ALUM. -FRAME ENTRANCE GLAZING W /INSUL .SAFETY GLASS, MP. PRECAST CONC. ACCENT: STRIPS .I I 9 II '11111 MN= Z f � Z EIFS SOFFIT FURROU TO CONCEAL RIOGE OF (E) CONC ROOF SLAB @PARTIAL ELEVATION / SECTION NOTE: TIE NEW ROOFING, BASE FLASHING, REGLET AND COUNTERFLASHING INTO EXISTING SFS FINISH O ENTRANCE CANOPY, TYP. AS SHOWN BRICK VENEER O NEW EXTERIOR TENANT EXISTING SUSPENDED PLASTER SOFFIT TO REMAIN -- REMOVE PORTION AS REVD. FOR NEW SOFFIT CONSTR. NEW SUSPENDED EIFS SOFFIT ON MIL, STUD FRAMING ALUMINUM —F AME ENTRPMCE GLAZI SYSTEM W/ ` SUL SAFETY GLASS 111111111111111111111111111111111111111111111111111 IlldllddlllhIIur IIIlIIildd 1•11111■1i_i_. EIFS WALL FINISH AT ENTRANCE ARCH %57TH 3/4" EIFS REVEALS TYP. AS SHOWN EIFS WALL FINISH, TYP. O NEW ENTRANCE SURROUNDS PRECAST CONCRETE .ACCENT BANDS, TYP. O BRICK VENEER 2 BRICK UNITS H X 6 BRICK UNITS W STATE OF WASHINGTON FOR PERMIT ONLY THIS DOCUMENT HAS DEN. PREPARED FOR PERMIT APPLICATION MUM I5.6U8,RCT TO REVIEW AND MODIFICATIONS. BY GOVERNMENTAL AGENCIES MAIN ENTRANCE ELEVATIONS AND PERMIT /BID PARTIAL ELEVATION / SECTION @ MAIN ENTRANCE A. BRICK PIER (4 SOFFIT EIFS COPING, TIP. °SECTION a BRICK PIER, . no• BEAM PER STRUCT. EIFS PARAPET WALL ON MTL STUD FRAMING, TYP. 3/4` DEEP SFS REVEALS TIP. AS SHOWN NEW REGLET AND COUNTERRASHING. TYP. B.U. BASE FLASHING TYP. aFs COPING TYP. I EIFS COPING EIFS OVER METAL STUD FRAMING (FRAME FROM EXISTING LOWER ROOF LEVEL) 3/4' DEEP EIFS REVEALS, TYP. AS SHOWN EIFS PARAPET WALL BEYOND UNE OF EXISTING PRECAST CONC. UMBRELLA COLUMNS BEYOND BRICK VENEER SOLDIER COURSE CONC. PLINTH 2*, DIA. RAIN LEADER- -RUN INSIDE NEW GFRC COL. COVER AND TIGHTLINE TO E. STORK SEWER BUILDING DIVIBION MI T HUN AT NS (20. a za aa.� II et - Tzaa)aza az 7a Tars ioa 4 15 99 00 0 ( T, 0 z 4 c== 0 I_ J H SECTIONS A2.4 NOT FOR CONSTRUCTION o w 0 0 0 Q z CITY OF TUKWILA 98294.00 nF r. E:198294 \CAD\A24 ' I 1 1/2" MTh DECKING PER STRUT. „ 1, IBM PER I, 1 STRUCT. T I * 13' S -4' I ROOF DR IN & LEADER- TTIFTLINE DOWN COL COV R TO E. STORM SEWER BELOW TOS, T TRENCH E. CONC. SLAB AS REVD. FOR CONNECTION OF RAIN LEADER TOE. STORM SEWER SECTION THROUGH ENTRANCE Mil - __r . ..r -'�: o a f , �401■f KEY PLAN 75 TYP. NEW WALL CONSTR. FRAMING PER STRUCT. NEW HVAC SUPPLY DUCT THROUGH SOFFIT - -SEE MECH. NEW HVAC SUPPLY UMIT— ON ROOF - -SEE MECH NEW ROOF MEMBRANE= - TIE INTO E. ROOF NEW ROOF BEAMS PER STRUCT. NEW STEEL FRAMING AS REQ'D. FOR NEW INTERIOR S FFIT -- SEE STRUCT. DASHED LINES INDICA E. PRECAST CONC. FASCA TO BE REMOVED DASHED LINE INDICAT S E. EXTERIOR STOREFR NT TO BE REMOVED @ SECTION THROUGH ENTRANCE NEW BRICK VNEER EXT WALL CkDNST. BEYOND NEW ROOF PARAPET NEW ROOF MEMBRANE- -TIE] INTO EXISTING ROOFING THROUGH r NEW GFRG SOFFIT FASCIA CONING CAP TYP. METAL SIDING (AT REAR PARAPET WALLS) METIAL PANEL SIDING MOISTURE BARRIER 5 /E” GYP. SHEATHING ME,L UDS R 9 GAT INSU®L 16" O.C. NEWT ALUM. -FRAME SKYLIGHT W/ INS L. SAFETY GLASS CU AND REMOVE PORTON OF E. C G ROOF SLAB AS REVD. FOR N SKYLIGHT CONSTR. ROOF DRAI TLiNE OUT THROUGH NEW ARCH SOFFIT AS SHOWN E. ROOF MEMBRANE TO REMAIN -- PATCH NEW CURBS AND WALLS NTT E. ROOFING AS REVD. E. TRUCT. SLAB TO REMAIN E. TRUCT. CONC. COLUMNS EMAIN LINE OF NEW FURF.:`D -OUT WALL BEY ND FOR NEW HVAC SUPPLY DUCT NE HVAC SUPPLY GRILLE BEYOND MECH N SOFFIT AND FASCIA BEYOND 1 ^. ".:TED LINES INDICATE . P_ 4 '�CAST CONC. FASCIA PANELS TORE REMOVED FOR NEW ENTRANCE CONSTR. TO E. ENTRANCE GLAZING SYSTEM TO 3E REMOVED - -PATCH WALLS TO MATCH ADJACENT FIN. NEVI ALUM. -FRAME ENTRANCE S M W /INSUL SAFETY GLASS LE V LING COMPOUND OVER (E) SLAB FIN FLR PRECAST CONC. LEASE L CANTILEVERED STEEL BEAM SEE STRUC.— TYING STEEL ' EMAIN LINE B M RATE- -IE INTO ANE AND T NEW WA_L ISfS PER STRUCT. 1 1/2" STE SEE STRUC ACCESS LADDER SEE DET 13/06.5 24" X24 SCREENED LOUVER VENTS, TYP AS SHOWN - SEE DET 21/06.5 ■ 1 1 1 1 1 1 1 u 1 E. PRECAST CON . ROOF. STRUCTUR TO REMAIN, TW. DASHED LINE INDICATES E. PRECAST CON. FASCIA TO BE REMOVED FOR NEW ENTRANCE CONS ' R. NEW 5/8" GAB $DENT CONSTR. TO MA H EXISTING SOFFIT END OF GUTTER TW E EW SOFFIT CONS, . GFRG CO UMN MOON ED LIGHTING PLANTERS ROUDS SEE 29/6.8 TYP A SHOYRI S DOOf HTS. TY PARTIAL ELEVATION / SECTION ®MAIN ENTRANCE NEW SITE GWB TW NEW 5/8" GWB SOFFIT CONSTR.- -SEE STRUCT. NEW HIGH -BAY WALL ENCLOSURE: PREFAB. M PANELS MOISTURE ARRIER 5/8" GYP. HEATHING MTh. STUD ®16" O.C. R -19 BAIT INSUL NEW 5/8" 5/8" GWB I TERIOR FIN. — INTERIOR WALL W/ MTh. STUDS ®16" O.C. NEW ROOF EXISTING M NEW ROOF SECTION THROUGH ENTRANCE TYP. ROOF CONSTR. GUTTER AND DOWNS OUTS W/ SPLASHBLOCKS I NEW ENTRANCE BEA I -SEE STRUCT. TYP EXTERIOR SOF CONSTR. TYP. METAL SIDING (AT REAR PARAPET WALL) METAL PANEL SIDING MOISTURE BARRIER 5/8" GYP, SHEATHINC METAL STUD FRAMING' 0 16" O.C. NOTE: TIE NEW ROD INTO EXISTING ROOF I E. ROOF MEMBRANE, TYP. ROOF DRAIN N LEADER- •TIGHTLINE THROUGH SOFFIT CONSTR. 6 D N COL. COVER E PRECAST CONC. R OF CONSTR. TO REMAIN, TYP. AS HOWN NOTE: DASHED LINES NDICATE E. PRECAST CONC. FASC�A PANELS TO BE REMOVEO (BEYON4) NEW HVAC DUCT SOFFIT: • GAB METAL STUD FRAMING® 16" 0.C. HVAC DUCT PER MEC E=RG FASCIA TRIM -- E DET. 11/06.4 NEW LIGHT COVE FASCIA TRIM BEYOND PRECAST GFRG COLUMN- MOUNTED PLANTER /LIGHT SOFFI - -SEE DET. 29/A6.8 E. PRECAST CONC. COLUMNS TO REMAIN, TW. NEW SLOT DIFFUSER - -SEE MECH. NEW ALUM. -FRAME ENTRANCE SYSTEM W/ INSUL SAFETY GLAZING I NEW GFRG COLUMN COVERS BEYOND EXISTNG STRUCT. CONC. SLAB TO REMAIN, TYF NEW CONC TRANSITION SLAB SAWCUT (E) STRUC SLAB AS REQUIRED FLASHING EMBRANE AS REVD. NEW C.I.P. CONC. CURB EXTENSION- - SEE STRUCT_ E. STRUCT. CONC. WALKWAY TO REMAIN FIN. MALL EL 2840 F SECTION THROUGH ENTRANCE LINE OF EIFS PARAPET BEYOND EIFS ACCENT FEATURE 3/4" DEPTH EIFS REVEALS, TYP. AS SHOWN EIFS COPING CAP DE WI REGIFT AND COUNTER - FLASHING NOTE: TIE NEW ROOF E MEMBRAN INTO EXISTING MEMBRANE AS E "D. EXISTING PRECAST CONC. ROOF STRUCTURE TO REMAIN, TW. ROOF CONSTR.: R00P7dEMBRANF PROTECTION BOARD TAPERED RIGID INSULATION METAL DECKING PER STRUCT. METAL ROOF JOISTS PER STRUC' TW. ROOF PARAPET CONSTR.:, EIFS 5/8" GYP. SHEATHING METAL STUD FRAMING 0 16" O,C FUTURE TENANT CEILING METAL STUD CROSS- BRACING AS REVEL- -SEE STRUCT. 1W. SOFFIT CONSTR.: RFS 5/8" GW. SHEATHING 1 METAL STUD FRAMING ®16" O.0 TW. BRICK VENEER EXTERIOR BRICK VENEER 2" AIR SPACE MOISTURE BARRIER 5/8" GYP. SHEATHING METAL STUD FRAMING 0 16" OF R -15 BATT INSUL. 5/8" GWB ® INTERIOR FINISH EXISTING STRUCT. SLAB AND GRADE BEAM TO REMAIN, TYP. /—EIFS RETURN NEW PREFAB. BEAT.. SIDING AT PARAPET SIM I I T- 1 CITY OF TJIIVYIIA APPRISED JUL 0 19 As NOTE BUILORUS 010150111 p M I T HUN VF MO PPP 14IPEI n • A2.5 NOT FOR CONSTRUCTION b....m.. .... ( Z.) ssa aa.s s(sss) 70011 00 > z Z ,T) 0 4 0 0 p � p lug w 0 Z < Q Z _= w ` 029\REGISILREDI 1 . 1n ) ARCHITECT THOMAS D. F1.IRICH STATE OF WASHINGTON FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES M ENTRANCE ELEVATIONS AND SECTIONS RECEIVED 882AIN 94. c m oP ruKwlLA MEW TEN APR 19 1999 SPACE ANT "' tot 4 -15 -9& PEF.MR CENTER F_;\8 \CAD \025 PERMIT /BID A6. EXP. JT. COVER O TIP. EIFS REVEAL NEW EIFS SOFFIT ON METAL STUD FRAMING ® ELEV. TO MATCH BOT. OF ENTRANCE SURROUND EXISTING SUSPENDED PLASTER SOFFIT TO REMAIN 0 ELEV. +/- 35' -0 TYP. NOTE: PROVIDE TYPE • L' AND 'L -1' IfIDIRECT UP -LIG HT FlXT WN TIES IN TOP OF SOFR ICONS R SHO I I N v EW EWS SOFFIT --H . f OPEN TO SOFFIT ABOVE E. ENTRANCE GLAZ NG BEYOND' TD REMAIN, TYP. - -REPLACE 1E. DOOR'PULLS EEIZEIEMMEEMED ROOF DRAIN AND SUMP- - SEE DET.IiiN PROVIDE DRAINAGE CRICKETS SLOPE TO DRAINS ®.1/4" PER FT, 2" DIA. ROOF DRAINPIPE TYP. AS SHOWN.. EIFS PARAPET, TYP: 2" DIA. PIPE THROUGH EIFS. FOR OVERFLOW LINE OF GFRC COL, COVER BELOW NEW RFS RETROFIT OVER .E PRECAST CONC. TA. PANELS--SEE —7. PRECAST JT PRECAST CONC ACCENT STRIP (2) BRICK UNITS H X (6) BRICK UNITS MAX. LENGTH TYP. TYP. BRICK. VENEER CON ® NEW: ENTRANCE SURR ND PIERS BPICK COURSE .0 BASE. TYP. ALL AROU NEW LIGHT FIXTURES IN NEW SUSP. EIFS SOFFIT. TYP. NEW EIFS COATING' OVER EXISTING PLASTER FASCIA. TO REMAIN TING CONC. CURB C.I.P. CONC. CURB -SEE STRUCT. REU6614411. LIGHT COVE -.,SEE ELEC. I BFS W4U.. FIN. TRANCE ARCH, NOTE: STOP EXP. 1T. COVER is TOP OF BRICK PIER OPEia TO BEYOND I Q PR�CAST GFRG COL COVER I I OVER NEW fi FRAME PER STRUCT. -- 4} TYP. O SEARS ENTRANCE EAST ELEVATION NEW EXP. JT_ COVER E SEARS STORE TO REMAIN EXISTING SEARS ROOF CANOPY CONSTR. TO REMAIN E. SEARS CANOPY COLUMN TO REMAINH EXP. JT. COVER (D ROOF PLAN 0 ARCH ELEMENT ; NEW LIGHT FIXTURES IN E. SUSP. PLASTER. CEILING, TYP. AS SHOWN- -SEE ELEC. REMOVE. EXISTING PRECAST CONC. FASCIA PANELS AS SHOWN; DEMOLISH EXISTING ROOF STRUCTURE AND SOFFITS AS INDICATED BY HATCHED AREA AS RUM. FOR NEW CONSTR. -- PATCH TO MATCH ADJACENT SURFACES AS REQ PROVIDE NEW EIFS 'FINISH 0 FASCIA TO MATCH E. FASCIA WHERE CONC. PANELS ARE REMOVED .- EXISTING SUSPENDED PLASTER SOFFIT TO REMAIN LIGHTING PER ELEC. EXISTING PRECAST CONC. FASCIA PANELS TO REMAIN, TYP. UNLESS NOTED OTHERWISE NEW EIFS - SOFFIT 'ON FURRED MIL. STUDS NEW EIFS SOFFIT ELEV. TO MATCH BOT. OF NEW ENTRANCE SURROUND ;1/4• • T -CX PARTIAL CORRIDOR FLOOR PLAN- -SEARS ENTRANCE EXI MEYS71EMYlI MEIEWPAIME■ ■ ■ ■ ••■ ■ ■101•111, CI b 1I EXISTING ALUM. ENTRANCE SYSTEM TO REMAIN -- REPLACE DOOR PULL HARDWARE. TYP. ALL DOORS NOTE: REMOVE E. DUCT COVERS AND CONC. CURBS TO E. FIN. FLOOR LEVEL INSTALL NEW 0" DIAM. S.S. DUCT COLUMN DIFFUSERS AND PATCH FLOOR AS REQ'D. TO MATCH ADJ. SURFACE- - (3) TYP. AS SHOWN- -SEE GET. k— LINE OF NEW SOFFIT I ABOVE, TYP. EXISTING SEARS STORE EXTERIOR WALL CONSTR. TO REMAIN EXISTING SEARS STORE CANOPY CONSTR. TO REMAIN r AIX I EXISTING COL ND MTL COVER TO REM�N EXSTING EXTERIIDR WALL ,. I .,.- 2222.. .S JrHDn�', (NE�TENANT �lIkROVEMENT UNDER SEPAR;,E CONTRACT) IC EXISTNG E 1 IN dONC. W LL EXISTING SEARS CANOPY COLAIMN TO REMAIN I I BRICK VENEER M ENTRANCE PIERS (2 TYP.) 1 E. STEEL COLUMN .3c CO MN �A - WR Si� P H TO R MAIN OF EXI LINE OF NEW EXTENSION- JT. NOTE: REMOVE .PORTION OF EXISTING CANTILEVERED ROOF CANOPY AS REQ'D. FOR NEW CONSTR.- -SEE STRUCT. LAN - - SEARS ENTRANCE r NEW STEEL CIO L T PER STRUCT. ( TYP NEW GFRC CC)LUMN WRAP (4 TYP.) - -S E DETAtL LINE OF NEW EIFS ENTRANCE ARCH ABOVE TYP. AS SHO N EXISTING CON REMAIN, TYP. 2" DIA. RAIN LINE ,G . WALK TO 7- EAGER IN COi. COVE12 7 ELE TYP. BR PIER DE 6' 6' NOTE: TREN. E S - RUCT. MAX. 1" DEPTH! AS REQ'D. CONDUIT TO ENTRANCE AR I I I NOTE: CONNE,♦T 12AIN LEA ER TO EXISTINGST0104-13RAIN TEM -- TRENCH SLAB AS REOU. NOTE: E. B.F. RAMP TOR MAIN -- SHORTEN RAMP AS SHOWN BY DASH D LINES AND EXTEND RAMP TO NEW C.I. . CONC. r. EXTENSION 2.411111161 • 1i r . ® KEY PLAN 11 CONC. SLAB FOR NEW ELEC. :H- -SEE ELEC. LINE OF EXISTING SOFFIT W/ NEW FURRING ABOVE - SEE RCP NORTH MI T HUN • .Clft •.T - RIM CITY OF TUKWIL APPROVED JUL 0 9 1999 AS NOTES BUILDING DIVtTION 1/4' • T - 0' VF MD. H DS FB DS ..ITS ..2 : 2..) .22 .1144 .T.«att 2 :1220,42270112 Lc I - -I NOT FOR CONSTRUCTION SEARS ENTRANCE PLANS 0 0 < z 0 z < w Iut. 0 Q Uul 0 0 0 Iu2� w z cr w 2029 'REGISTERED ARCHITECT VST A'1EAC D. EMRICH 'STATE OF WASHINGTON FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERNIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES 98294.00 CITY BBBVSBwu e 4 -15 -99 APR 19 1999 mx E:\98294 \CAD \HLO CENTER . 2 . 6 PERMIT /BID elli A6. EXP. JT. COVER O TIP. EIFS REVEAL NEW EIFS SOFFIT ON METAL STUD FRAMING ® ELEV. TO MATCH BOT. OF ENTRANCE SURROUND EXISTING SUSPENDED PLASTER SOFFIT TO REMAIN 0 ELEV. +/- 35' -0 TYP. NOTE: PROVIDE TYPE • L' AND 'L -1' IfIDIRECT UP -LIG HT FlXT WN TIES IN TOP OF SOFR ICONS R SHO I I N v EW EWS SOFFIT --H . f OPEN TO SOFFIT ABOVE E. ENTRANCE GLAZ NG BEYOND' TD REMAIN, TYP. - -REPLACE 1E. DOOR'PULLS EEIZEIEMMEEMED ROOF DRAIN AND SUMP- - SEE DET.IiiN PROVIDE DRAINAGE CRICKETS SLOPE TO DRAINS ®.1/4" PER FT, 2" DIA. ROOF DRAINPIPE TYP. AS SHOWN.. EIFS PARAPET, TYP: 2" DIA. PIPE THROUGH EIFS. FOR OVERFLOW LINE OF GFRC COL, COVER BELOW NEW RFS RETROFIT OVER .E PRECAST CONC. TA. PANELS--SEE —7. PRECAST JT PRECAST CONC ACCENT STRIP (2) BRICK UNITS H X (6) BRICK UNITS MAX. LENGTH TYP. TYP. BRICK. VENEER CON ® NEW: ENTRANCE SURR ND PIERS BPICK COURSE .0 BASE. TYP. ALL AROU NEW LIGHT FIXTURES IN NEW SUSP. EIFS SOFFIT. TYP. NEW EIFS COATING' OVER EXISTING PLASTER FASCIA. TO REMAIN TING CONC. CURB C.I.P. CONC. CURB -SEE STRUCT. REU6614411. LIGHT COVE -.,SEE ELEC. I BFS W4U.. FIN. TRANCE ARCH, NOTE: STOP EXP. 1T. COVER is TOP OF BRICK PIER OPEia TO BEYOND I Q PR�CAST GFRG COL COVER I I OVER NEW fi FRAME PER STRUCT. -- 4} TYP. O SEARS ENTRANCE EAST ELEVATION NEW EXP. JT_ COVER E SEARS STORE TO REMAIN EXISTING SEARS ROOF CANOPY CONSTR. TO REMAIN E. SEARS CANOPY COLUMN TO REMAINH EXP. JT. COVER (D ROOF PLAN 0 ARCH ELEMENT ; NEW LIGHT FIXTURES IN E. SUSP. PLASTER. CEILING, TYP. AS SHOWN- -SEE ELEC. REMOVE. EXISTING PRECAST CONC. FASCIA PANELS AS SHOWN; DEMOLISH EXISTING ROOF STRUCTURE AND SOFFITS AS INDICATED BY HATCHED AREA AS RUM. FOR NEW CONSTR. -- PATCH TO MATCH ADJACENT SURFACES AS REQ PROVIDE NEW EIFS 'FINISH 0 FASCIA TO MATCH E. FASCIA WHERE CONC. PANELS ARE REMOVED .- EXISTING SUSPENDED PLASTER SOFFIT TO REMAIN LIGHTING PER ELEC. EXISTING PRECAST CONC. FASCIA PANELS TO REMAIN, TYP. UNLESS NOTED OTHERWISE NEW EIFS - SOFFIT 'ON FURRED MIL. STUDS NEW EIFS SOFFIT ELEV. TO MATCH BOT. OF NEW ENTRANCE SURROUND ;1/4• • T -CX PARTIAL CORRIDOR FLOOR PLAN- -SEARS ENTRANCE EXI MEYS71EMYlI MEIEWPAIME■ ■ ■ ■ ••■ ■ ■101•111, CI b 1I EXISTING ALUM. ENTRANCE SYSTEM TO REMAIN -- REPLACE DOOR PULL HARDWARE. TYP. ALL DOORS NOTE: REMOVE E. DUCT COVERS AND CONC. CURBS TO E. FIN. FLOOR LEVEL INSTALL NEW 0" DIAM. S.S. DUCT COLUMN DIFFUSERS AND PATCH FLOOR AS REQ'D. TO MATCH ADJ. SURFACE- - (3) TYP. AS SHOWN- -SEE GET. k— LINE OF NEW SOFFIT I ABOVE, TYP. EXISTING SEARS STORE EXTERIOR WALL CONSTR. TO REMAIN EXISTING SEARS STORE CANOPY CONSTR. TO REMAIN r AIX I EXISTING COL ND MTL COVER TO REM�N EXSTING EXTERIIDR WALL ,. I .,.- 2222.. .S JrHDn�', (NE�TENANT �lIkROVEMENT UNDER SEPAR;,E CONTRACT) IC EXISTNG E 1 IN dONC. W LL EXISTING SEARS CANOPY COLAIMN TO REMAIN I I BRICK VENEER M ENTRANCE PIERS (2 TYP.) 1 E. STEEL COLUMN .3c CO MN �A - WR Si� P H TO R MAIN OF EXI LINE OF NEW EXTENSION- JT. NOTE: REMOVE .PORTION OF EXISTING CANTILEVERED ROOF CANOPY AS REQ'D. FOR NEW CONSTR.- -SEE STRUCT. LAN - - SEARS ENTRANCE r NEW STEEL CIO L T PER STRUCT. ( TYP NEW GFRC CC)LUMN WRAP (4 TYP.) - -S E DETAtL LINE OF NEW EIFS ENTRANCE ARCH ABOVE TYP. AS SHO N EXISTING CON REMAIN, TYP. 2" DIA. RAIN LINE ,G . WALK TO 7- EAGER IN COi. COVE12 7 ELE TYP. BR PIER DE 6' 6' NOTE: TREN. E S - RUCT. MAX. 1" DEPTH! AS REQ'D. CONDUIT TO ENTRANCE AR I I I NOTE: CONNE,♦T 12AIN LEA ER TO EXISTINGST0104-13RAIN TEM -- TRENCH SLAB AS REOU. NOTE: E. B.F. RAMP TOR MAIN -- SHORTEN RAMP AS SHOWN BY DASH D LINES AND EXTEND RAMP TO NEW C.I. . CONC. r. EXTENSION 2.411111161 • 1i r . ® KEY PLAN 11 CONC. SLAB FOR NEW ELEC. :H- -SEE ELEC. LINE OF EXISTING SOFFIT W/ NEW FURRING ABOVE - SEE RCP NORTH MI T HUN • .Clft •.T - RIM CITY OF TUKWIL APPROVED JUL 0 9 1999 AS NOTES BUILDING DIVtTION 1/4' • T - 0' VF MD. H DS FB DS ..ITS ..2 : 2..) .22 .1144 .T.«att 2 :1220,42270112 Lc I - -I NOT FOR CONSTRUCTION SEARS ENTRANCE PLANS 0 0 < z 0 z < w Iut. 0 Q Uul 0 0 0 Iu2� w z cr w 2029 'REGISTERED ARCHITECT VST A'1EAC D. EMRICH 'STATE OF WASHINGTON FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERNIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES 98294.00 CITY BBBVSBwu e 4 -15 -99 APR 19 1999 mx E:\98294 \CAD \HLO CENTER . 2 . 6 PERMIT /BID 1 1` L ? �I 1 . 1111 ' \ • NM, MIUMMEHMEMEMEM ® i __MJ morummansmi 1 ■�mm p ■ u m■�■ I I . LL"7i1{ir�1S11ii:JC�ILi►I7iM7I� M�(MpO I _}�I�_�i5i3i12i _ I 1 5 A�Ltil IEMEu�P iI NEW WALLS TO MATCH 'c %!STING CORRIDOR WALLS I . NOTE: REMOVE EXISTING WALL CONSTR., E LOCKERS E. PHONE BOOTHS AS REQTJ. TiR NEW - - CONSTR.PATCH TO MATCH ADJACENT p o R E■ N - - - - r _ ■ ■■■■■ ■fi L ! ir$ AROUND W/NEW DPANEWFG. ALL REMOVE E. DRINKING FOUNTAIN CAP REMOVE ■ "",�� l"� = = -�, ` LINES BEHIND WALL AS REQDBING 15 I ! DASHED LINE INDICATES EXISTING I MECH. DUCT TUNNEL UNDER SLAB I I A6. EXP. JT. COVER O TIP. EIFS REVEAL NEW EIFS SOFFIT ON METAL STUD FRAMING ® ELEV. TO MATCH BOT. OF ENTRANCE SURROUND EXISTING SUSPENDED PLASTER SOFFIT TO REMAIN 0 ELEV. +/- 35' -0 TYP. NOTE: PROVIDE TYPE • L' AND 'L -1' IfIDIRECT UP -LIG HT FlXT WN TIES IN TOP OF SOFR ICONS R SHO I I N v EW EWS SOFFIT --H . f OPEN TO SOFFIT ABOVE E. ENTRANCE GLAZ NG BEYOND' TD REMAIN, TYP. - -REPLACE 1E. DOOR'PULLS EEIZEIEMMEEMED ROOF DRAIN AND SUMP- - SEE DET.IiiN PROVIDE DRAINAGE CRICKETS SLOPE TO DRAINS ®.1/4" PER FT, 2" DIA. ROOF DRAINPIPE TYP. AS SHOWN.. EIFS PARAPET, TYP: 2" DIA. PIPE THROUGH EIFS. FOR OVERFLOW LINE OF GFRC COL, COVER BELOW NEW RFS RETROFIT OVER .E PRECAST CONC. TA. PANELS--SEE —7. PRECAST JT PRECAST CONC ACCENT STRIP (2) BRICK UNITS H X (6) BRICK UNITS MAX. LENGTH TYP. TYP. BRICK. VENEER CON ® NEW: ENTRANCE SURR ND PIERS BPICK COURSE .0 BASE. TYP. ALL AROU NEW LIGHT FIXTURES IN NEW SUSP. EIFS SOFFIT. TYP. NEW EIFS COATING' OVER EXISTING PLASTER FASCIA. TO REMAIN TING CONC. CURB C.I.P. CONC. CURB -SEE STRUCT. REU6614411. LIGHT COVE -.,SEE ELEC. I BFS W4U.. FIN. TRANCE ARCH, NOTE: STOP EXP. 1T. COVER is TOP OF BRICK PIER OPEia TO BEYOND I Q PR�CAST GFRG COL COVER I I OVER NEW fi FRAME PER STRUCT. -- 4} TYP. O SEARS ENTRANCE EAST ELEVATION NEW EXP. JT_ COVER E SEARS STORE TO REMAIN EXISTING SEARS ROOF CANOPY CONSTR. TO REMAIN E. SEARS CANOPY COLUMN TO REMAINH EXP. JT. COVER (D ROOF PLAN 0 ARCH ELEMENT ; NEW LIGHT FIXTURES IN E. SUSP. PLASTER. CEILING, TYP. AS SHOWN- -SEE ELEC. REMOVE. EXISTING PRECAST CONC. FASCIA PANELS AS SHOWN; DEMOLISH EXISTING ROOF STRUCTURE AND SOFFITS AS INDICATED BY HATCHED AREA AS RUM. FOR NEW CONSTR. -- PATCH TO MATCH ADJACENT SURFACES AS REQ PROVIDE NEW EIFS 'FINISH 0 FASCIA TO MATCH E. FASCIA WHERE CONC. PANELS ARE REMOVED .- EXISTING SUSPENDED PLASTER SOFFIT TO REMAIN LIGHTING PER ELEC. EXISTING PRECAST CONC. FASCIA PANELS TO REMAIN, TYP. UNLESS NOTED OTHERWISE NEW EIFS - SOFFIT 'ON FURRED MIL. STUDS NEW EIFS SOFFIT ELEV. TO MATCH BOT. OF NEW ENTRANCE SURROUND ;1/4• • T -CX PARTIAL CORRIDOR FLOOR PLAN- -SEARS ENTRANCE EXI MEYS71EMYlI MEIEWPAIME■ ■ ■ ■ ••■ ■ ■101•111, CI b 1I EXISTING ALUM. ENTRANCE SYSTEM TO REMAIN -- REPLACE DOOR PULL HARDWARE. TYP. ALL DOORS NOTE: REMOVE E. DUCT COVERS AND CONC. CURBS TO E. FIN. FLOOR LEVEL INSTALL NEW 0" DIAM. S.S. DUCT COLUMN DIFFUSERS AND PATCH FLOOR AS REQ'D. TO MATCH ADJ. SURFACE- - (3) TYP. AS SHOWN- -SEE GET. k— LINE OF NEW SOFFIT I ABOVE, TYP. EXISTING SEARS STORE EXTERIOR WALL CONSTR. TO REMAIN EXISTING SEARS STORE CANOPY CONSTR. TO REMAIN r AIX I EXISTING COL ND MTL COVER TO REM�N EXSTING EXTERIIDR WALL ,. I .,.- 2222.. .S JrHDn�', (NE�TENANT �lIkROVEMENT UNDER SEPAR;,E CONTRACT) IC EXISTNG E 1 IN dONC. W LL EXISTING SEARS CANOPY COLAIMN TO REMAIN I I BRICK VENEER M ENTRANCE PIERS (2 TYP.) 1 E. STEEL COLUMN .3c CO MN �A - WR Si� P H TO R MAIN OF EXI LINE OF NEW EXTENSION- JT. NOTE: REMOVE .PORTION OF EXISTING CANTILEVERED ROOF CANOPY AS REQ'D. FOR NEW CONSTR.- -SEE STRUCT. LAN - - SEARS ENTRANCE r NEW STEEL CIO L T PER STRUCT. ( TYP NEW GFRC CC)LUMN WRAP (4 TYP.) - -S E DETAtL LINE OF NEW EIFS ENTRANCE ARCH ABOVE TYP. AS SHO N EXISTING CON REMAIN, TYP. 2" DIA. RAIN LINE ,G . WALK TO 7- EAGER IN COi. COVE12 7 ELE TYP. BR PIER DE 6' 6' NOTE: TREN. E S - RUCT. MAX. 1" DEPTH! AS REQ'D. CONDUIT TO ENTRANCE AR I I I NOTE: CONNE,♦T 12AIN LEA ER TO EXISTINGST0104-13RAIN TEM -- TRENCH SLAB AS REOU. NOTE: E. B.F. RAMP TOR MAIN -- SHORTEN RAMP AS SHOWN BY DASH D LINES AND EXTEND RAMP TO NEW C.I. . CONC. r. EXTENSION 2.411111161 • 1i r . ® KEY PLAN 11 CONC. SLAB FOR NEW ELEC. :H- -SEE ELEC. LINE OF EXISTING SOFFIT W/ NEW FURRING ABOVE - SEE RCP NORTH MI T HUN • .Clft •.T - RIM CITY OF TUKWIL APPROVED JUL 0 9 1999 AS NOTES BUILDING DIVtTION 1/4' • T - 0' VF MD. H DS FB DS ..ITS ..2 : 2..) .22 .1144 .T.«att 2 :1220,42270112 Lc I - -I NOT FOR CONSTRUCTION SEARS ENTRANCE PLANS 0 0 < z 0 z < w Iut. 0 Q Uul 0 0 0 Iu2� w z cr w 2029 'REGISTERED ARCHITECT VST A'1EAC D. EMRICH 'STATE OF WASHINGTON FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERNIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES 98294.00 CITY BBBVSBwu e 4 -15 -99 APR 19 1999 mx E:\98294 \CAD \HLO CENTER . 2 . 6 PERMIT /BID \ ® NEW ROOF MEMBRANE - -TIE TO E. ROOF MEMBRANE I I MULL, tUN NtW LI.N IINU AND PATCH AS REO'D TO MATCH ADJ. SURFACES I I NU, AS R TYP. MB_ p \I III I Z PRa , DE CROSS -F-ME REI . AS REVD. _ 15FS I f 71 EIfS RNOVER < I EXIII GLII it 26' 26 111 F i EIFS SO 5 /EING. SEE DE . SEARS TORE — EXTERIO' LINE OF RECESSED LIGHT EIFS SI. NG MIL. ST TS TUB PER S UCT. OVERFL OVER EIFS Q∎.S COQ IN'EGRAL INDIREC' . FIXTURE - FIT ON sa AG0 WALL CONSTR. )UGH BEYOND OVER EXISTI I N, ' � 'ANCE TO ■ Y DAZING L _ — — — — -}- - F 1 - .0 1 .« FASO r1 REMC 7 R R REM 111. I ,- I . a Si p T -, �. I ROO EXIS ) FRAMING STEEL REINF. ! m II=IM TV \) � " NAND INLET 111111 BEAM ' LIGHT I UP -LIGHT -SEE ELEC. I F. Fr 7pRC:�i I ��� r ;r T.O.S. EL. 39.50. ►_ 'a'7-' i. I I 2 -6' I 2 -6' T 2' -6' L LL _ I 015 PRECAS - COVER, TYP. EXISTING N CONC. EXISTING SL AB It =".." GFRC C EXPANSI SLAB T STRUCT- REMAIN L _ . %.5) I NEW EXI4 PRE I BAN PIER I BRIG JT. I 'EMAIL INC. J• ly _ L Ifig S AL7 T REMOVE PORTION OF E. CANT. ROOF STRUCTURE AS REVD. FOR NEW PARAPE -l- -I I 1 1 N EW EIFS COPING 1 TIEINEW ROOFING INTO EXISTING TEEL BEAM TO REMAIN EL'S ENTRANCE SURROUND OVER 1.1 AL STUD FRAMING 4 _ h I I I TIGHT -UNE ROOF LEADER TO I I 1 X E. STORM SEWER SYSTEM -- I I T I TRENCH E. SLAB AS REVD. SECTION AT SEARS ENTRANCE NORTH ELEVATION AT SEARS ENTRANCE T NEW EXPANSION JT., REGLET AND COUNTERFLASHING - BEYOND- -TIE INTO EXISTING FLASHING & EXP.. JT. • EIFS COPING EXISTING ROOF LINE BEYOND EXISTING CLERESTORY WINDOWS TO REMAIN LINE OF EXISTING CANOPY SOFFIT BEYOND BRICK VENEER ENTRANCE PIERS EXISTING EXPANSION JT., FLASHING, AND COUNTERFLASHING (BEYOND) LAP NEW EXPANSION JT. FLASHING OVER EXISTING EXPANSION JT. FLASHING, PER MANUFACTURER'S RECOMMENDATIONS - -SEE DEL EXISTING STRIP SKYLIGHT CURB AND FLASHING (BEYOND) EXISTING BRICK VENEER WALL 0 SEARS BUILDING BEYOND, TOP. EXISTING ROOF CONSTR., TO REMAIN EXISTING SUSPENDED CEM. PLASTER SOFFIT TO REMAIN NEW EIFS SOFFIT BEYOND NEW EIFS ON MIL. STUD. FURRING ROOF DRAIN - -SEE DEL OVER EXISTING GLAZING EIFS AND METAL -FRAME ARCH ARCH REINF. PER STRUCT. EIFS ARCH BEYOND EXISTING ALUM. -FRAME ENTRANCE GLAZING SYSTEM TO REMAIN EXISTING BRICK VENEER 0 SEARS STORE BEYOND NOTE: REMOVE POrcT10N OF EXISTING STEEL- FRAME CANTILEVERED ROOF CONSTRUCTION AS REVD. FOR NEW ENTRANCE EIFS OVER METAL STUD FRAMING (FRAME FROM EXISTING LOWER ROOF LEVEL) EXISTING PRECAST CONC. FASCIA PANELS TO BE REMOVED — 2' -0 "X 2' -0" SCREENED VENT LOUVERS (3 TYP.) 7 r n I I I II I EXISTING STUCCO AND METAL FRNIME FASCIA TO REMAIN W /NEW EIFS AND — METAL STUD !FURRING OVER II I NEW REGLET I AND COUNTERFLASHIId B.U. BASE FLASHING N ! EXISTING ROOF STRUCTURE TO RCMgIN, TYP. EXISTING PR CAST CONC. FASCIA NNELS TO REMAIN, UNLESS NOTED II I LL J NEW EIFS ON METAL STUD FRAMING TO COVER EXISTING CONC. PANELS PRECAST CONC. ACCENT STRIPS BRICK SOLDIER COURSE 0 PIER BASE TYP. ALL SIDES C.I.P. CONC. PLINTH - -HT. AS REVD. FOR BRICK MODULE FIN. MALL FLOOR EL. 28.50 NOTE: TE NEW R REGLET AND'COUN EXISTING EXISTING MALL ROOF! FASCIA TO REMAIN EXISTING C.A.B. SIDIN PANELS TO REMAIN, TYP. UNLESS NOTED 1/, "• O SIDE EIFS SIDING OVER MTLSTUD FRAMING WITH 3/4" DEEP REVEALS TO ALIGN WITH EAST ELEVATION, TYP. AS SHOWN NEW EXP. JT. WI ELASTOMERIC COVER ELEV. OF ENTRANCE ARCH TRANSVERSE" SECTION AT SEARS ENTRANCE E. SUSPENDED PLASTER SOFFIT TO REMAIN- -CUT EXISTING ROOF CONSTR. TO REMAIN EXISTING PRECAST CONC. FASCIA PANELS AND PORTION OF ROOF TO BE REMOVED AS REVD. FOR NEW SOFFIT WALL CONSTR. NEW 91SPENO T CONSTR,: T 11T T 7 (SEE DET. 26,91W01 I t LI I METAL STUD FEIIRBILIC OR COLD- RQUJEDICHANNELS 7/8' HAT CH Lf, 2' -0" O.C., II; 5/8" GYP. SH ATiING I III I EIFS EIFS SIDING O I M I R.. STUD FRAM)N{S W/ 3/4" REVEM t0 ALIGN WITH 'II ENTRANCE SUORDIIND, TYP. AS SHOWN II II I I III TIP. ENTRANCE SURROUND BRICK PIER CONSRs., MATCH DOOR BNRI VENEER / HDR. HT. r AIR CE G MOISTURE RRIER� OVER 5 8- Y ATHING P. SHE METAL S7U0 FRAMRa6� -i6" O.C. EXISTNGj�LUM FRA / ME E NACE , GLA SYSTEM TO REMAIN TRN NEW S.S. 20" DIAM. SUPPLY SECURE TO FLOOR OVER E DUCT DUCT, OPENINGS (3) TYP. NOTE: EXISTING TENANT SPACE I STOREFRONT REVISIONS N.I.C. (BY TENANT) EXISTING STRUCT. CONC. SLAB TO REMAIN, TYP. ' � TION AT SE'AICb C r TUNNEL TO REMAIN REMOVE PORTION OF E CANT, ROOF STRUCTURE AS REVD. FOR NEW PARAPET . 0 III I III I III I t III nl 11 II W I ROUND WALL II I Ili I - TYP. ENTRANCt 4IL � i.. I III 1 METAL STUDS Igo 161 O.C. I III I III (I 5/B" GYP. SHEATI)IIIIIG i III I III I EIFS II 11 I III I III I IL II I I )I _ - I UL � / X 7' EXISTING ROOF CONSTR. TO REMAIN- -PATCH NEW ING INTO EXISTING F ° PARAPET WALL CONS GIP SHEATHING STUDS 0 16" O.C. 10E DIAL. BRACING EO'0 ®SOFFIT FRAM' . EXTEND SOFFIT FRA G. ROOF STRUCTURE EIFS OVER 5/8" GYP. THING OVER MTL STUB NG ING PRECAST CONC. IA PANELS TO BE VED VE PORTION Of(EXISTNG CONSTR. AS EQb INC ROOF CONT, ING SUSPENDED PLAS'ERJ T TO REMAIN EIFS SOFFIT -11E INTO NG SOFFIT AST CONC. AC ENT S, TYP. ®BR' K VEIN ER VENEER ENT1'NCE "DIEN CO NEW DES COPING TI AS REO'E NEW D. ROOFING INTO EXISTING ll AA SEARS ENTRANCE KEY PLAN II (� U I ___J PRECAST GFRC COL. COVER EIFS SIDING W// 3/4" DEEP EIFS REVEALS TO MA CH OPPOSITE SIDE F ?TRANCE ARC MlTHUN 414 or.lvx r e eria.as ae., x(e rvs ra aLeas) asa r.es VF DS D5 TA 031,4707 REM. Oo 6 z< u L, 0 .: z © 0 w Z H U FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARE POR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES SEARS 'ENTRANCE ELEVATIONS AND SECTION C RY OF TUKWRO, 1 APR. T 9 1999 98294 00 OGDMIT' sORE,. CNY OF 17 4 -15 -9A APPR JUL 0 99 NU BUILD ING DIV I9LON SECTION AT SEARS WITH ARCH REAR ELEV. � ( �y PERMIT/BID W,..= NOT FOR CONST IJ� ON�� 0 ..rya E: \98294 \CAD \A27 @ ROOF PLAN AT WEST ENTRANCE EXISTING NORDSTROM STORE UNE OF (E) PRECAST CONC FASCIA PANELS BELOW -SHEET METAL COPING EXISTING ROOF MEMBRANE TO REMAIN, TIP. UNE OF NEW ENTRANCE -- PIERS BELOW 24 -X24" SCREEN LOUVER VENTS, (5) TYP AS SHOWN SEE - BET. 21/A6.5 • T - 0' EXISTING STOREFRONT TO REMAIN PATCH EXISTING PLASTER SOFFIT PREP .B FINISH W/ ED=S TOP COAT .. 7YPAS SHOWN. AT HATCHED AREA \ KEY PLAN xxxXV , 1 t\ I 1 . A* I f . I I 1 I I i t i I I I I I I I I I III \1\\\I // • � , - ----i " fit f Ilr: u x �G• X11 6' rt A � ®�� K r r s ^I -as u'` �� `.t° a 1 r„,,,..,, - ---rillimigmik_ NEW EIFS SOFFIT RETURN EXISTING STRUCT. COLUMN TO REMAIN, TYP. SAWCUT EXISTING CONC. PAVING AS REQ'0. FOR NEW BRICK ENTRANCE PIERS AND PIER FOOTINGS - -SEE STRUCT. EXISTING CANOPY RETROFIT DOS 25' -6' AFF 1,1) ' 40 , 1E41! 11,11 TYPICAL BRICK VENEER CONST. BRICK VENEER 2' AIR SPACE MOISTURE BARRIER 5/8' GYPSUM SHEATHING MTL STUD FRAMING 016' OC EXP JT <- UNE ON COVER EXISTING STORE EIFS COPING EIFS ARCH NEW LIGHT FIXTURE SEE A7.0 FOR LOC EIFS OVER METAL STUD FRAMING (ABOVE EXTENT OF BRICK VENEER) NEW EIFS SOFFIT RETURN TYP AS SHOWN BY SHADED AREA COLUMN COVER O REFLECTED CEILING PLAN AT WEST ENTRANCE UNE OF NEW CANOPY RETROFIT WEST ENTRANCE'' PLAN SECTION AT WEST ENTRANCE NOTE: SEE FLOOR PLANS F TILE PATTERN LAYOUT EXISTING ALUM. STOREFRONT SYSTEM TO REMAIN -- EXISTING DOOR PULL HARDWARE TO B REMOVED FOR NEW DOOR PU PROVIDE 6" RECESS 0 EXISTING BRICK WALL FLOOR PLAN AT WEST ENTRANCE 14'-10' EXISTIONG TO REM NG N, C TYP . PAVI UNLESS NOTED' —.> 1T -0' v4'•T -0' V4' •1-0' 0 MI T HUN ocly: r ara 1 u vF Oa. MH DS a•.m CR ELME CR u Q�1 L__1 j Ca sa aaaae 36 (eaal ers xeee 0 0 P lla Q z O z V L 1u1, z 0 Iu � Iuul 0 < H Z W TS BEAMS SEE STRUC. WEST ENTRY SECTION 1/4' • 1'•0' EIFS PARAPET RETURN TO CONCEAL BRACING IF REQUIRED ACCENT FEATURE— SEE.10 /A6.7 OONT. STEEL. SUPPORT, GABLE WALL BEYO. EXISTING PRECAST PANEL GABLE WALL BEYO. ' 1.11311 Willik\h, NOTE w ow 1 NO WORK TO Ir 1 m 'Iy 1I EIFS RETURN BRICK VENEER - PRECAST CONC.. ACCENT BAND 2 BRICKS HIGH. 6 BRICKS LONG- SOLOL R EENER SOLDIER COUR 1/8' • 1 VENTS LOC. PER til 24X24 SCREEN RP R P - 8' METAL STUDS 16' (E) PRECAST CONC.P1 i0 REMAM TO ROOF STRUCTURE TO REMAIN. TIT WEST ENTRY' SECTION BOS 25' -6' AFF ii I®' X11 it11 � - j; 0 vmp 4I '4P �1 • 2 1/2' METALS S i 16 OC Ank ROOF DRAIN W/ ft'. �-b t ` . 1 1 1 CONC. AN THR l H E II �,�� CONC. PANEL T .ROOF iN To EIFS RETURN- BRICke , VENEER L 7.11 1/8' TYPICAL METAL MET AL SIDING 7 /8'HATCHANNE 5 MOISTURE BARRI 5/8 GYPSUM. SH THING MTL STUD FRAM! G 016' OC — TYPICAL EIFS CONSTRUCTION EIFS MOISTURE BARRI 5/8' GYPSUM SHE THING MTL STUD FRAM! G 016 OC 6' METAL STUD STONE 2'- 0 "X2' -4)" STONE CLADDING) UYP. AS SHOWN 3/4" DEEP REVEAL TYP EXISTING DEPARTMENT STORE BEYOND TO REMAIN 12'-4' TRY- 5.ECTION. �() J WEST ENTRANCE ELEVATION ACCENT FEATURE 10/A6.7 TYP AS SHOWN 8" EXPANSION JOINT (FIELD VERIFY) FROM FIN. SIDEWALK TO ROOF PARAPET EIFS FINISH, TYP. EIFS REVEALS, TYP. • 1 NOTE: INDIRECT LI PRONDE GHT E 'L' AN ND SOF 'L FIT 1' FI TU 2ES I CONSTR., TYP. A SHOWN , REG STERED HITECT.. t rN T.iOMAS EMRICH STATE OF WASHINGTON FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES .. WEST ENTRANCE PLANS, ELEVATION & SECTIONS 98294. ORVE 4 -15 -99 APR 1 9''1999 ME VED E198294 \CAD \Ai CENTER MR. ME ME JUL 09199 AS NOTED BUILDING DIN/6310N _ _ PERMIT %BID • NOT FOR CONSTrUCTiON�,.r, .re�K CENTER LIGHT FIXTURES ON DOORS BELOW. TYP EXISTING STOREFRONT TO AIN PATCHIEXISTING .PLASTER S FIT r -y ...LLL111 PREP 0 FINISH WITH EIF TOP COAT mk //////////ii/3///A r 4fri jfira x %/ ///77/4/ %fir % //// rrt JrAftriv./J- KEY PLAN NORTH ENTRANCE LIGHT FIXTURE PER ELEC. ROOF DRAIN WITH 2 INCH DIA. LEADER. LOC. PER PLANS 2' DIA RAIN LEADER THROUGH PARAPET WALL - -DRAIN TO E. ROOF METAL SIDING METAL TRIM • PENETRATION ELASTOMERIC PIPE COLLAR FLASHING • PENETRATION O PLAN SECTION AT NORTH ENTRANCE CURB INFll1 EXISTING GUT Wf LONL. TO REMAIN TYP EA SIDE PROVIDE GTUD FRAMING AS REQUIRED FOR LOLU COVERS. TYP NEW IP. CONC CURB E %TESION SEE STRUCT. 11-8' PRECAST OFRL COLUMN LOVERS Mel TOP ¢J R WALL TO REWI TTP veN eR COLUMN VERS JE1 GTEEL ° 1- TO REMAG CURB E %TENSION TYP EACH SIDE OF ENTRY TYP METAL SIDING LONST. TS BRACE • EACH WING WALL SEE STRUCT WING WALL RETURN TO CONCEAL BRACING ��!_ • �s ?7.Z_:� �S�!� =!t - �' L� !l�tC �I-�� :lcc _�!_ '� _� - - - -� s "R.A_ -L- f l_� �f a t f -- • :J T LTh ENTRY BRACE SEE STRUCT. TYP AS SHOWN 1BI ROOFING TO REMAIN TYP PATCH AS REQUIRED TO NEW CONSTR. i LINE of 1e1 CANOPY. RETRO -FIT TYP. EA.. SIDE 6.7 @PARTIAL ROOF PLAN AT NORTH ENTRANCE O PARTIAL REFLECTED CEILING PLAN AT NORTH ENTRANCE BOS 24'-6 AFF ?CAL EIFS ISTRUCTION STURE BARRIER GYPSUM SHEATHING ;TO FRAMING 016' OC 'ICAL BRICK JEER CONST CK VENEER OR SPACE STURE BARRIER GYPSUM SHEATHING STUD .FRAMING •16 OC /C.I.P. CONC. B EXTENSION-- , STRUCT LIGHT FIXTURE TYPE B TYP NEW BRICK VENEER COLUMN COVER NEW EIFS SOFFIT RETURN COLUMN COVER TYPICAL MET. SIDING CONSI METAL SIDING 7/8' HAT CHA MOISTURE BA 5/e' GYPSUM MTL STUD FR SEE 10/A6.7 EIFS PARAPET RETURN TO CONCEAL BRACING IF REQUIRED ACCENT FEATURE NO WORK TO BACK SIDE OF EXISTING PRECAST PANELS EIFS FINISH SEE 4/A6.5 EXISTING PRECAST PANEL 1/4' • 1"0 E NEW PIES SOFFIT RETURN 2' -0 1/ 1/4. 1' -0 I....® T -11 1/8' E TYPICAL EIFS CONSTRUCTION EIFS MOISTURE BARRIER 5/8 GYPSUM SHEATHING MTL STUD FRAMIF •16'OC 2'-0 1/4' T -11 1/8• r -o RI STRUCT. CONC SUB TO REMAIN ® ENLARGED PLAN NORTH ENTRANCE SEE SHT A -2 PLANB FOR DOOR MARKS. TYP TYP !IFS PARAPET CORST EXISTING PRECAST PANELS TO BE RC 114' - T -0', 1/4' . T -0' �O' p MI T H U N `• I T s TT ra 1 7 :V .. •1 aa ra. r NI" s - /T•sl •sa T•0. Z .z © p - 0 C z O 55 O CC CC W yry'B p, p FoorY NORTH ENTRY SECTION 0CANOPY SECTION 1/4' • 1' =0 10 -0' BOS 24' -6' AFF EIFS RETURN BRICK VENEER FINISH FLOOR TYP EIFS CONSTRUCTION NEW C.I.P. CONC.. CURB EXTENSION- - SEE STRUCT. TYP METAL SIDING CONST. ,NORTH; ENTRY.., SECTION, 24'X24' SCREEN LOUVER VENTS g SEE 3/A2.0 FOR LOC u A SIM IEI SUSPENDED P -TER SOFFR TO REMAI (El ALUM FRAME E TRANCE TO REMAIN NB05 24' AFF NEW C.IP. CONC. CURB EXTENSION - -. SEE; STRUCT' TYP AS SHOWN. NORT TYPICAL SIDING CONSTRUCTION METAL SIDING 7/8' HAT CHANNELS MOISTURE BARRIEI 5/8' GYPSUM SHEATHING MTL STUD FRANIM16 016' OC 6' METAL STUDS I6' OC' TOS 27-0' AF TYPE U. ° T FIXTURE -,5 LEI ROOF DRAIN W✓/ TIGHTLINETO E. R• 2: 1/2• METAL STUDS CLADS CLADDING Icl/ STRUCT. MAIN CONO ® H EI UIIIIIIIIIIppll Irlllllll FINISH FLOOR -BRICK VENEER SOLIDER - COURSE TYP. ON CONC. PLINTH. TYP REVEAL ROOF DRAIN W/ 2' DIA. TIGHTLINE TO E. ROOF TYP. 121 LOC. AS SHOW TYPE 'L' CONCEAL LIGHT FIXTURES 5 ELEC. T"P ACC =NT F °ATURE 2'-10 2• -10• TYP' GFRC COLUMN PROFILE NORTH ENTRANCE EXTERIOR ELEVATION EXIST NG ALOM IENTR4NGE SYST N4 TO R A GAIN NEW 1BRICK VJ1"i •ER PI�R�U • EA. Im OF inNTRANCE� ARCH,;TYP. Afi SHOWN: 1' -0' EIFS FINISH. TYP. EIFS ARCH EIFS REVEALS. TYP. EIFS LIGH COVE TYP MU DS CR FB & SECTIONS JUL 091999 AS NOTED BUILDING D1,19tO NOT FOR CONSTRUCTION —0., .. K FOR PERMIT ONLY - THIS DOCUMENT HAS BEEN PREPARED. FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES NORTH ENTRANCE PLANS, ELEVATION :- 88294.00 crtr E M,„,a 415 -99 APR i 9 1999 D,. ' DP NA/SYIIA 8294 \CAD \AA2 P nMIT CENTER APPROVED E: \9 E. NORDSTROM& STORE ROOF PARADE' TO REMAIN 0 IIIIIIIIIIII I ROOF PLAN 0 NORDSTROM I NOTE: ALL SKYLIGHT TO BE CENTERED OrJ GRID LINE TYP u.N.b ROOF PLAN 0 SEARS ENTRANCE 1/16• • 1' -0' E. SKYLIG TS TO REMAIN, TYP MALL CORRIDOR WALLS BELOW EXISTING HIGH -BAY ROOF TO REMAIN REMOVE 12) EXISTING SKYLIGHT PATCH ROOF AS REQ'D. TO NEW SKYLIGHT CURB RELOCAT ROOF DRAIN AS REQUIRED NEW TYPE 3 ALUM - FRAME SKYLIGHTS W/ SAFETY GLAZING, 12I TOP. SEE wIT>lir rnirrrniigm REMOVE E,,(ISTING J SKYLIGHTS. PATCH ROOF AS READ. SEE ® SI 'CTm1111! El I- „_wI in mom owl El I - .Nwww\= LINE OF 50N MARCH STOREFRONT BIOW SKYLIGHTS TO REMAIN REMOVE E. 6” X 6' SKYLIGHTS • NEW.SKYLIG LOCATIONS dik NIO•Uu•i iU IMPEL iii: O ■•III III■® ®•III mem mom MEW WWII ..TIMU r0OIP 15 TYP I AI v l •-®I =fi 0 E. MECH. PENTHOUSE E. MECH. DUCT N ROOF ..„. „ ,-- TO REMAIN E. SLOPING ?ABLE ROOF MEMBRANE E. HIGH -BAY ROOF • CONC. UMBRELLA COLUMN AREA LINE OF E. MBRELLA COLUMN ROOF JOM7 BELOW. TYR E. PARTIAL- T ROOF PARAPET WALLS TO MAIN IIII NOTE HAT HED AEA INDICAT NEW ROOF TRUCTURE TO TIE INTO EXIST, G ROOF. TYP. REMOVE E. CONDUIT ON ROOF FOR NAS W CORFO'0NSTR- -CAP ALL LINES E. ROOF DR/ IN TO REMAIN NEW ROOF /IREAS TO MATCH EXISTING R OFMG. TYP. O ROOF PLAN 0 MAIN ENTRANCE & BON COURT 17 EXISTING MAL 2 LADE W/ NEW EIFS FINISH DEMOLISH PORTI0 OF E. CANTILEVERED R OF CANOPY AS REGO. FOR NEW CONSTR. NEW ENTRANCE P RAPET W/ ALUM. COPING CAR HATCHED AREA INDICATES NEW ROOF STRUCTURE -PATCH INTO EXISTING R OF PROVIDE NEW EX ANSION JT. TO MATCH EXISTING EXISTING SEARS bTORE ROOF - PARAPET TrEMAIS III EDGE COLUM LADDER SEE F CONCRETE UMBRELLA S gum AIM TYPE 2 A_UM. -FRAME SKYLIGHTS W /SAFETY GLAZING SE.E / = TYP 14) PLACES CA�t E. ROOF DRAINS, TO REMAIN - FLASH INTO NEW SKYLIGHT CURBS AS RECTO. TYP. AS SHOWN OS E. MECH. PENTHOUSE 111 �I� TO REMAIN T -E. MECH. STAIR NEW DOULF1LE -DOME ALUM -FRAME SKYLIGHTS TO MATCH E. SKYLIGHTS. 151 TYP. AS SHOWN NOTE: ALL SKYLIGHTS TO BE CENTERED ON ?RID LINE. TOP PLAN 0 JCPENNEY CORRIDOR _o E. MECM. UNIT TO REMAIN E. ROO DRAIN TO REMAIN E. ROO PARAPET W/ NEW El 5 FURRING NEW H�AC UNIT ON ROOF TYPE SI DE. SEE MECH 1/16 • 1-0• IIM rrrnrfflf E :RIDGE ROOF 0 PROVIDE NEW DR 4INAGE CRICKETS TYP. AS REM/ a NEW SKYLIGHTS LINE OF E. MALL CORRIDOR WALLS BELOW ROOF PLAN 0 MAIN MALL SKYLIGHT E. SKYLIGHT TO REMAIN E. MECH. DUCTWORK ON ROOF RELOCATE DUCT AND DUCT •ENET. RATION AS RE FOR NEW SKYLIGHT E. J.C. PENNEY STORE ROOF TO REMAIN. TOP. NEW RO DRAIN DE I SEE m REMOVE ®RI+KYLIGHT PATCH ROOF. SFfifi 1A6• • 1• -0" ?!E::MA,N DRAINS AND DRAIN 1/16' • CITY OF TUKWILA — - APPROVED- JUL U 9 1999 AS NOTED BUILDRJG DIVISION ti e 0 M DS Rama in DAS FB N IITHUN • TC OLITT TAY CC I T i Li Tiiil it TAL1ii it iLf Tii{ II71 TO PC • �I O O O ' �� O � `O ; Z Q Lil 0 z 0 0 w w 0 00 O O w REGISTERED ffpp ARCHITTEI ' THOMAS D. ENRICH STATE OF WASHINGTON FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES Q PARTIAL ROOF PLANS SKYLIGHT AREAS 98294.00 Orry OF wn A 4 -15 -00 APR 19 1999 E: \98294 \CAD \A IV CENTER -- A _ .1 0 PERMIT /BID KEY PLAN NOT FOR CONSTRUCTION�,Z.- NEW TYPE 3 ALUM -FRAME SK"LIGH75 SEESAFE INGA3 TYP.I REMOVE E SKYLI SEE SKY LIGI 1 O HTS AS READ. FORT T=IP. AS SH61.4 ■ - - �■.� ' _...w., -� � :IMO I► L� I i:N �i 11115112 zoom, n I i I .1, '!i 1 —w I 0i�' �.d1��.1 q — , 1•/i. . I _U ___ 1111111111 /II IMUMUILUMUSUJI U ` UUIIU1UU11UUUf11U111U11 _ ___ —_ __. — ___ __ _ ..__...__ _ _______ __ ____ E. NORDSTROM& STORE ROOF PARADE' TO REMAIN 0 IIIIIIIIIIII I ROOF PLAN 0 NORDSTROM I NOTE: ALL SKYLIGHT TO BE CENTERED OrJ GRID LINE TYP u.N.b ROOF PLAN 0 SEARS ENTRANCE 1/16• • 1' -0' E. 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ROOF DR/ IN TO REMAIN NEW ROOF /IREAS TO MATCH EXISTING R OFMG. TYP. O ROOF PLAN 0 MAIN ENTRANCE & BON COURT 17 EXISTING MAL 2 LADE W/ NEW EIFS FINISH DEMOLISH PORTI0 OF E. CANTILEVERED R OF CANOPY AS REGO. FOR NEW CONSTR. NEW ENTRANCE P RAPET W/ ALUM. COPING CAR HATCHED AREA INDICATES NEW ROOF STRUCTURE -PATCH INTO EXISTING R OF PROVIDE NEW EX ANSION JT. TO MATCH EXISTING EXISTING SEARS bTORE ROOF - PARAPET TrEMAIS III EDGE COLUM LADDER SEE F CONCRETE UMBRELLA S gum AIM TYPE 2 A_UM. -FRAME SKYLIGHTS W /SAFETY GLAZING SE.E / = TYP 14) PLACES CA�t E. ROOF DRAINS, TO REMAIN - FLASH INTO NEW SKYLIGHT CURBS AS RECTO. TYP. AS SHOWN OS E. MECH. PENTHOUSE 111 �I� TO REMAIN T -E. MECH. STAIR NEW DOULF1LE -DOME ALUM -FRAME SKYLIGHTS TO MATCH E. SKYLIGHTS. 151 TYP. AS SHOWN NOTE: ALL SKYLIGHTS TO BE CENTERED ON ?RID LINE. TOP PLAN 0 JCPENNEY CORRIDOR _o E. MECM. UNIT TO REMAIN E. ROO DRAIN TO REMAIN E. ROO PARAPET W/ NEW El 5 FURRING NEW H�AC UNIT ON ROOF TYPE SI DE. SEE MECH 1/16 • 1-0• IIM rrrnrfflf E :RIDGE ROOF 0 PROVIDE NEW DR 4INAGE CRICKETS TYP. AS REM/ a NEW SKYLIGHTS LINE OF E. MALL CORRIDOR WALLS BELOW ROOF PLAN 0 MAIN MALL SKYLIGHT E. SKYLIGHT TO REMAIN E. MECH. DUCTWORK ON ROOF RELOCATE DUCT AND DUCT •ENET. RATION AS RE FOR NEW SKYLIGHT E. J.C. PENNEY STORE ROOF TO REMAIN. TOP. NEW RO DRAIN DE I SEE m REMOVE ®RI+KYLIGHT PATCH ROOF. SFfifi 1A6• • 1• -0" ?!E::MA,N DRAINS AND DRAIN 1/16' • CITY OF TUKWILA — - APPROVED- JUL U 9 1999 AS NOTED BUILDRJG DIVISION ti e 0 M DS Rama in DAS FB N IITHUN • TC OLITT TAY CC I T i Li Tiiil it TAL1ii it iLf Tii{ II71 TO PC • �I O O O ' �� O � `O ; Z Q Lil 0 z 0 0 w w 0 00 O O w REGISTERED ffpp ARCHITTEI ' THOMAS D. ENRICH STATE OF WASHINGTON FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES Q PARTIAL ROOF PLANS SKYLIGHT AREAS 98294.00 Orry OF wn A 4 -15 -00 APR 19 1999 E: \98294 \CAD \A IV CENTER -- A _ .1 0 PERMIT /BID KEY PLAN NOT FOR CONSTRUCTION�,Z.- EXTED FLOOR TILE TO WALL BOW COUNTER EO CR .4 EXIST. •'' O 80' FLOOR TILE - T•1 TYP. I E. GRAB BARS TO REMAIN REPLACE FLUSH VAL WJ SENSORPE VA THIS W.C. VE TRHORIY G W . GRI D PATTERN ® [1 !j iI - I t A 112■11 Z IST PANE E XT 7ELEQ. ] 2 LAYOUT E511NG PLUM ING CHASE — N EXIST 1I p IN®En�eq{�' ■ ■ ®�b NO WORK OLEJP1 PIE ram inaral Ii■It■_� I I II - t a■■ . ail 111710111 ■!® ®r ■ ■11 i i P.'1, HE1`M 1 11t 7T � 11 l 1 ' ■■N llllr l�■ ■ /' 7 a CORRIDOR TAE LAYOUT a uir�INPA ■ :• 1 7 ■■■rMI;q i em 0 1IPi■» ■I ■Er�� r ■rQ® �� ■LL�""iiI1DUar: ■■ ■ D i % of 1' m A D J U ! 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PER ELECT. DWG% 1 P -2 1 RETURN AIR GRILLE SEE MECH TYP AS SHOWN EXIST. 0 EQ 1 EXISTING D APER CHANGE STATION - RELOCATED CITY. JUL AS NEW SMOKE DETECTORS. !POWER 8 INTERLINKED W/ MAG. DOOR HOLDER PER 'F' DWG% 6UILDIN TYPE 'D' RECESSED LIGHT FIXTURE YP. IN SERVICE CORRIDOR. SEE ELEG'. T • OVED 9 1999 TED DIVISION MI T HUN erc oT:, a •a sarrs.=� Is rar rar sts (xss) ssa �sss eCe W rereesaae VF H PINE DS DS FB CPROEV -I I_J 00 ( T ) w 0 w 0 0 0 Q H u REGISTERED TECT I' \UJ' <J THOMAS D. ENRICH STATE OF WASHINGTON FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATRXI AND 1S SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES ENLARGED PLANS TOILET ROOMS 08294.00 e�bcEiv IA PROST 4 -15 -99 APP 1 6 4 n E: \98294 \CAD \A3rtEP.AT CENTER `�' 0 PARTIAL REFLECTED CEILING PLAN- . WOMEN'S RESTROOM A3' 0 •... tla' . r -o. � PERMIT /BID d�/ zz NOT FOR CONSTRUCTION ._ m =—M Vir Aff ' ' METAL STUDS • 16' OC GAS 6' METAL STUDS • 16' OC SAT .5 CLERESTORY INFILL SECTION NEW GFRG FASCIA EXTEND GWB AVER FURRING TO ALIGN Wi CEILING STEP ABOVE NEW PLANTER SEE. FLOOR PLAN FOR. LOCATIONS INFILL AT EXISTING CLERESTORY WINDOW. PAINT I= EXTEND GWB OVER FURRING TO_�_ .,ALIGN W /CEtLiNG STtP ABOVE GWB AINT P -1 0 SKYLIGHT WELL P EXISTING GWB WALL PAINT P -1 PAINT EXISTING LOWERS TYPICAL = GWB CONTROL L. . EA SIDE OF COL. PAINT EXISTING LOWERS TYPICAL I=1 EXTEND LIGHT COVE AND MIRROR BAND TO COLUMN WRAP CLOSED END f NEW GFRG FASCIA ADJACENT TO EXIST. COL it FASCIAFRG WALLS 'NISH NEUTRAL PIER NEW PLANTER EXISTING HVAC SUPPLY DUCT BEHIND DEMOD. NEUTRAL PIER. SEE PLAN. PATCH PATCH EXIST. GWB - FURR 8 SHEATHE W/ GWB WHERE NONE EXISTS. FINISH SMOOTH 8 READY FOR PAINT ALL AROUND NEW HVAC COLUM NEW GWB SMOOTH PAINT If2 NEUTRAL ELECT WA COOLER INSULITE OVER 01040 6 EXTEND VAPOR BARRIER 0/ I - EXIST GLAZING FRAME 8 ,41A SEAL SEAL SEMI - RIGID. FIBERGLASS INSUL - FILL ALL VOIDS W /IN GLAZING SYSTEM. 13 CLERESTORY INFILL INSUL - HEAD SEMI -RIGID FIBERGLASS INSUL - FILL ALL VOIDS W /IN GLAZING SYSTEM. EXTEND VAPOR BARRIER 0/ EXIST GLAZING FRAME 8 SEAL' L 19 CLERESTORY INFILL INSUL - SILL NEW PYRAMID SKYLIGHT INFILL AT EXISTING CLERESTORY WINDOW. PAINT ED —XTEND GWB OVER FURRING TO r A W/ CEILING GTEP ABOVE EXIST. MET. BREAK-SHAPE. GWB. 8 WALL FINISH TO REMAIN EXIST. STRUCTURE 8 ALUM GLASS GLAZING SYSTEM REFLECTIVE WINDOW FILM. - APPLY TO INSIDE FACE OF EXIST. GLASS 3' • 7'-0' OPAQUE GREY WINDOW FILM - APPLY TO INSIDE FACE OF EXIST. GLASS EXIST. STRUCTURE 8 ALUM 8 GLASS GLAZING SYSTEM 3•• 1-0• J -MOULD W/ BACKER ROD 8 SEALANT TO EXIST. CEILING PROVIDE METAL FRAM'G SUPPORT BEHIND GWB EXISTING GMB WALL PAINT P -1 2"X 2-1/2" X 1/4" ANGLE DRILL 8 TAP EXIST. CHANNEL FOR 3/8" M.B. • 4' -0" O.C. MAX. 5/8" GWB 0/ 2.1/2" METAL STUD FRAMING 0 16" O.C. REMOVE EXIST. MET. BREAK - SHAPE, GWB, 8 WALL FINISH AS NECESSARY 14 CLERESTORY INFILL INSUL & GWB - HEAD EXTEND BATT INSUL 8 VAP. BARRIER ACROSS FACE OF COL. COVER GWB CONTROL JT. W/ METAL STUD FRAMING BEIM. n�7L SEE HEAD DETAIL FOR COMMON NOTES 8 MATERIALS EXIST. STRUCTURE 8 ALUM 8 GLASS GLAZING SYSTEM OPAQUE GREY WINDOW FILM APPLY TO INSIDE FACE OF EXIST. GLASS FIBERGLASS BATT INSULT - FILL ALL VOIDS W /IN FRAMING 8GLAZING SYSTEM. VAPOR BARRIER • NEW FRAMING ADJ. TO GWB TYP. EXIST. STEEL COL. COVER EXIST. ALUM 8GLASS GLAZING SYSTEM 20 CLERESTORY INFILL INSUL & GWB - JAMB _ 3' • 1' -0' EXIST. STRUCTURE .8 FINISHES ' LE . SEE HEAD DETAIL FOR COMMON NOTES 8 MATERIALS 2" 0 2.1/2" X 1/4'• ANGLE DRILL 8 TAP EXIST. CHANNEL FOR 3/8" M.B. • 4' -0" O.C. MAX. RETURN GWB - PROVIDE METAL FRAM•G SUPPORT ecH.,.. WALL MCULO TIGHT TO EXIST: • EXIST. STEEL COL COVER OPAQUE GREY WINDOW FILM - APPLY TO INSIDE FACE OF EXIST. GLASS EXIST: ALUM 8 CLASS GLAZING SYSTEM 2 CLERESTORY INFILL INSUL & GWB - SILL rr EXIST. SKYLIGHT EXISTING ROOF STRUCTURE EXIST GWB WRAP e SEARS BLDG. TENANT SPACE °INTERIOR ELEVATION t GRID 11 NEW PYRAMID SKYLIGHT EXIST. HVAC TUNNEL 1/2 • 1 -0 MP P . ®' WP 'O �. \ 36" X 24" L PAINT P -7 OUVER INFILL • EXIST. SKYLIGHT 3 -5/8' METAL STUDS • 16' OC 5/8' GWB. ALIGN W/ EXISTING CEILING LEVEL 8 FINISH PROFILE TO MATCH MAIN AISLE GABLE 24" X 36" ACCESS DOOR PAINT P-1 EXISTING MIRROR TO REMAIN EXIST STO TO REM• CLOSED END 0 NEW GFRG FAS NEUTRAL PIER NEW GWB 8 METAL FRAMING-WAL FASCIAFRG 36' X 24' LOWER PAINT P -1 FURNISH GFRG FASCIA ELEMENTS FOR THE FASCIA ABOVE RAINFOREST CAFE BETWEEN CLOSED END FASCIAS. NUMBER FOR INSTALLATION UENCE. GRATE. AND DELIVER FOR OWNER SRO' AND FUTURE OWNER INSTALLATION. PROVIDE C .UT PLU /i 8 INSTALLATION DIRECTIONS EXISTING ' NFD' CAFE STO: - 'ONT TO RE AI N ITC. RAINFOREST CAFE DECOR TREE IN FRONT OF SOFFIT CLOSED END • - NEW GFPG FASCIA p MI T HUN VF M DS CR FR I 'I 6017 3 {sssl�s •.I/z..t.xx x..s O O < z O z w 0 A 0 0 {u� U 0 Z 2029 IREGISTEREDI II CT THOMAS D. EM 18TATF. OF WASHINGTON FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES INTERIOR DETAILS AND ELEVATIONS 98294.00 4 -15 -N9 APR 19 IQR9 E: \88284 \DADP EN cPNTC-a UXWRA RED JUL U 9 1999 AS NOTED eURDI Dll .A.6.0 __ PERMIT /BID NOT FOR CONSTRUGI/:,m— ......r. SKYLIGHT BRASKYLIGCKEHT T SUPPORT FLASHING NEOPRENE GASKETED SCREWS 5/8' FIRE TREATED PLYWOOD T INSULATION BOARD ROOFING MEMBRANE 1 TYP SKYLIGHT 0 STEEL FRAMING 11 /2' • 1' -0 ISOLATION JOINT SPRINGLOCK 2 PIECE FLASHING, TUBE STEEL FRAME SEE STRUC. TYP SKYLIGHT CURB 0 HALF SCALE SKYLIGHT DIM. POINT 3/8' EYE BOLT NILITI HDI- L,ANCHOR NEW SKYLIGHT 2 PIECE FLASHING SYSTEM SUPPORT POST BEYOND RAO BATT INSULATION 5/8' -FIRE TREATED PLYWOOD 5/8' GWB 8' METAL FRAMING NEW CONCRETE CONC. CUT LINE REBAR DOWEL INTO EXIS VARIES T.O.S. ()TYP SKYLIGHT @ CONC. FRAMING 1 1/2' • 1 _ NEW SKYLIGHT t � - 5 /e GWB 0111 5/8 GYPSUM SHEATHING B' METAL FRAMING 0 I J RAG BATT INSULATION SEALANT TYPICAL 5/W FIRE TREATED PLYWOOD 2 PIECE FLASHING SYSTEM 8' METAL FRAMING 1' RIGID INSULATION 20 GA ALUMINUM FLASHING SUPPORT POST BEYOND. EXISTING ROOF DRAIN • 1 I L TYP 5/8' GWB NESTED 1 5/8' METAL STUDS EXISTING STRUCTURE PAINT ALL SIDES 7/8' HAT CHANNELS 0 16' OC TYP ()SKYLIGHT DETAIL AT EXISTING ROOF DRAIN ()TYP SKYLIGHT PURLIN 11/2' -0' EXITING SKYLIGHT REMOVED EXTEND B.U.R. ROOFING SYSTEM OVER PATCHED AREA TAPERED INSUL. AS REQUIRED TO MAINTAIN EXISTING ROOF DRAINAGE PATTERNS MATCH TO EXISTING CRICKETS EXISTING GWB • SKYLIGHT WELL REMOVE MIN. 1' -0' NQ. GWB 0 3 SIDES OF LIGHT WELL NEW 5/8' OWE ON LT GAGE METAL FRAMING. 16' OC EXISTING GWB GWB EXP. CONTROL JT 0 PERIMETER OF EXISTING SKYLIGHT WELL CLOSURE OF UNIT SKYLIGHT 0 JCP COURT 9/4' • 1 -0 SKYLIGHT RAFTER SNAP ON COVER RAFTER CAP INSULATED GLAZING INTEGRATED GUTTER SYSTEM EXTRUDED ALUMINUM RAFTER RAFTER CAP BEYOND SILICONE SEALANT 13 TYP BEAM WRAP @ SKYLIGHTS HALF SCALE INSULATED GLAZING INTEGRATED GUTTER SYSTEM EXTRUDED ALUMINUM PURLIN HALF SCALE 1 /2' • 1'-0' EXTRUDED ALUMINUM RAFTER BEYOND SKYLIGHT TYPE 1 (1 LOCATION) ()TYP SKYLIGHT PLANS O PLAN AT SKYLIGHT TYPE 1 I LINEAR LIGHTS OPPOSITE SIDES TREE ACCENT LIGHTS ON NORTH SID 1/8'•1'.0 OUTLINE OF EXISTING SKYLIGHT TO BE REMOVED 12 INSIDE EDGE OF SKYLIGHT CURB 14 SKYLIGHT BY NORDSTROMS - SECTION LOOKING EAST PLAN VIEW NEW SKYLIGHT NEW INSULATION AND ROOFING SKYLIGHT TYPE 2 (4 LOCATIONS SKYLIGHT TYPE 3 16 LOCATIONS) CONCRETE CUT LINE ® ' 2. RiT -0 1 . MIN NEW CONCRETE EDGE INSIDE PROFILE PER PLAN EXISTING CONCRETE UMBRELLA COLUMN 1/2' CHAMFER TYP ALL AROUND SKYLIGHT TYPE 4 (5 LOCATIONS) VW•T-D' () TYPICAL SECTION 0 DBL DOMED SKYLIGHTS 10 1 /4'•ILO' LINEAR LIGHTS ON 9 SIDES TREE ACCENT LIGHTS ON NORTH SIDE EXISTING BEAM LOCATION IF IT REMAINS OUTLINE OF EXISTING SKYLIGHT TO BE REMOVED SKYLIGHT BY NORDSTROMS - SECTION LOOKING NORTH MI T HUN a.araP Sa e 6 e 6 P itt P! P11,61 Ls.s, os3 14314 a¢L I!I(LPPI PPP MI6 r t !a e VF MH 05 CCR•DS FB LOWYPYRE MAC STALE OF WASHINGTON FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION' AND I5 SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES SKYLIGHT SECTIONS & DETAILS 98254.00 Olr vo°E4E„ , 4 - 15 - 95 APR 1 9 "1999 E: \88294 \CAD \A6�MIT CEMER AGA NOT FOR CalGYhUCTION:::- .6,6,-. - O 0 - CI z < w pp O V O ww ! T n j 0 0 0 o — n io n 2'29 \ REGISTERED )) ARCHITECT THOMAS D. CH PERMIT /BID SEALED 4. CAP tE) STOREFRONT 1C LERESTORY INFILL DETAIL O HVAC TOWER PLAN NOTES SELF SUPPORTING AIRTIGHT SEAL AT ALL JOINTS STAINLESS STEEL W/ SWIRL -GRIND FINISH 13) UNITS 20 VERT DUCT W/ RIGID INTERIOR FRAME 288 SQ INCH OF LOUVERS NEW METAL PANEL MATCH EXISTING WINDOW SYSTE REMOVE IN PLENUM REMOVE 4' CURB NEW FINISH FLOOR�1 BOLT TRU TO FRAME IN UNDER SLAB PLENUM EXISTING CONC. HVAC SUFPLY HVAC TOWER SECTION EXISTING CONST. TYP 4• METAL STUDS I6' GC 5/8' GWB R -11 GATT INSULATION FILL VOID ENTIRELY 'OPAQUE GREY WINDOW COATING I 1. I W4 MDF PAINTED TG ATCH WALL ATTACH WITH 1 1 ANGLE BRACKETS AT ON OC FLUORESCENT LIGHT FIXTURE • SEE ELECT. EXISTING CONST. TYP 1L2• • REMOVE IEI 'COINEDGE' FASCIA INSTALL NEW GFRC.FASCIA SEE 518' GWB W/ 4` ME IEI GWB PATCH. AND REP AS NECESSARY ON MIL STUDS' TYP (41 CORNER INFILL WALL AT EXISTING CLERESTORY WINDOWS FLUORESCENT LIGHT FIXTURES BEHIND PAINTED MDF FASCIA SEE ELEC. NEW FASCIA TRIM TYP. NEW GWB SOFFIT TYP 4 PLACES IEI GWB W/ NEW PAINT IEI CONST. TYP 4' METAL STUDS IN OC 5/8' GWB R -11 BATTS INSULATIO FILL VOID ENT[REl7 OPAQUE GREY WINDOW COATING FACE OF COLUMN COVER BEYOND IEI CONST. TYP O CLERESTORY INFILL JC PENNY'S REMOVE 1E1 SUSP. GRID AND EG O LIGHT WELL AT CROSSCOURT CORNERS 66 21 NEW PAINT FIN)SHEON_ W/ P• I 1 HR. FIRESTOP DETAIL EXISTING RID BAM OWN WRAP TIGH T E TO BEAM EXISTING REAM AT VALLEY GWB WRAP TIGHT TO BEAM 12• LINEAR UP LIGHT EA SIDE 1 HR WALL -- SEE DETAILS FOR ASSEMBLY .C. FLANGE 1 -HR FLOOR -- SEE DETAILS FOR ASSEMBLY NON- METALLIC DRAIN OR VENT PIPE 2>L PLATES IFURR WALL AS REQUIRED TO FIT WRAP STRIP) WRAP STRIP 8 S.S. HOSE CLAMP. INSTALL PER MANUF. 1 HR WALL -- SEE DETAILS FOR ASSEMBLY NOTE: VERIFY DETAIL WITH SELECTED FIRESTOPPING MANUF. 1 HR. FIRESTOP- CLG DTL 1 -HR WALL -- SEE DETAILS FOR ASSEMBLY MIN. 3/4" FIRE SEALANT DEPTH WITHIN ANNULUS AROUND PIPE. WIRE. OR CONDUIT -- VERIFY w /MANUF NOTE: MAX. ANNULUS BETWEEN CABLE /PIPE AND WOOD NOT TO EXCEED 1/2" 1 -HR FLOOR -- SEE DETAILS FOR ASSEMBLY MAX. T PLUMB. SUPPLY OR CONDUIT: ELECTRICAL WIRING MIN 3/4" FIRE SEALANT DEPTH INSTALLED • ANNULUS OF PIPE -- VERIFY w/ MANUF. 1 -HR WALL ASSEMBLY 1 1/2 NOTE. VERIFY DETAIL WITH SELECTED FIRESTOPPING MANUF. 1 1/2" • 1• -0" RERATED PENETRATION MATRIX AND DETAILS 12 1 HR. FIRESTOP DETAIL O 1 HR. FIRESTOP CLG DTL METAL OR PLASTIC TUB DRAIN AND VENT PIPES FIRE SEALANT AROUND t1 /4" - 1/2" MAX ANNULAR SPACE) WRAP STRIP. ENCIRCLE PER MANUFACTURER 1 -HR FLOOR -- SEE DETAILS FOR ASSEMBLY NON METALLIC DRAIN OR VENT PIPE I2) 5 /8° TYPE 'X• LAYERS GWB (SECURE w/WALL BOARD SCREWS) NOTE: VERIFY DETAIL WITH SELECTED FIRESTOPPING MANUF. 1/2° • T -0' 1 -HR WALL — SEE DETAILS FOR ASSEMBLY —1 HR FLOOR -- SEE DETAILS FOR ASSEMBLY NON METALLIC DRAIN OR VENT PIPE IMAX. 4'1 21L PLATES (PURR WALL AS REQUIRED TO FIT WRAP STRIP) WRAP STRIP 8 S.S. HOSE CLAMP. INSTAL PER MANUF. -HR WALL -- SEE DET'.;L3 FOR ASSEMBLY NOTE: VERIFY DETAIL WITH SELECTED FIRESTOPPING MANUF. NEW SKYLIGHT. TYPE 1 PER DETAIL 4/A61 INKLER HEA05 AS RED EVENLY SPACED LOCATION BY APPROVAL INFILL WALL BEYOND NOTE: THESE FIRESTOPPING DETAILS ARE REPRESENTATIVE OF TYPICAL SITUATIONS ONLY. FOR OTHER CONDITIONS REFER TO MATRIX OF UL TESTED SYSTEMS BELOW. IF CONDMON IS NOT COVERED IN THIS MATRIX CONTACT MANUFACTURER R TESTED ASSEMBLY RECOMMENDATION. THIS MATRIX IS BASED ON 3M SYSTEMS - EQUALS MAY BE SUBSTITUTED ONLY AFTER APPROVAL BY ARCHITECT. ALL FIRESTOP DETAILS TO BE EXECUTED BY LICENSED AND /OR CERTIFIED INSTALLER FIRESTOPPING PENETRATIONS AND VOIDS IN RATED CONSTRUCTION: MATRIX OF UL TESTED SYSTEMS: FIRE PENETRATING ITEM ASSEMBLY RATING SYSTEM PRODUCT METAL PIPE/CONDUIT CONC. WALLS /FLRS MULTIPLE METAL CONC. WALLS'FLRS METAL PIPE/CONDUIT GYP. WALLS MULTIPLE METAL GYP. WALLS INSULATED PIPE CONC. WALLS /FLRS INSULATED PIPE GYP. WALLS HVAC DUCTS IRECTANG.) CONC. WALLS /FLRS HVAC DUCTS (ROUND) CONC. WALLS /FLRS HVAC DUCTS GYP. WALLS PI/OF PLASTIC CONC. WALLS /FLRS PVDF PLASTIC CABLE TRAYS BUS DUCT ELEC. OUTLET BOXES GYP. WALLS PLASTIC PIPE CONC. WALLS /FLRS PLASTIC PIPE GYP. WALLS PLAS. JACKETED CABLE CONC. WALLS /FLRS PL. JACKETED CABLE GYP. WALLS CABLE TRAYS CONC. 'WALLS /FLRS CONSTRUCTION JOINTS: GYPSUM WALL TO GYPSUM WALL TO CONC. WALL TO CONC. FLOOR TO GYP. WALLS CONC. WALLS /FLRS GYP. WALLS FLUTED DECK COT'.:'., DECK FLUTED DECK CONC. FLOOR •PPD • 9M PLASTIC PIPE DEVICE 2384 HR 2 HR. 1.283 HR 182 HR 1.283 HR. 182 HR. 2HR. 2 HR 182 HR. 2 HR. 182 HR. 182 HR. 182 HR. 2 HR. 182 HR. 283 HR. 182 HR. 283 HR. 182 HR. 1/4' • 1• -0 CAJ1044 CP25WB• CAJ1082 CP25WB• WL 1001 CP25WB• WL 1016 CP25WB• CAJ5001 CP25WB• WL5098 CP25WB• CAJ7016 CP25WB• CAJ7009 CP25WB• WL7008 CP25WB• CAJ2121 FS185• CP25WB• WL2002 FS185• CP25WB• CAJ2001 •PPD WL2002 •PPD CAJ3021 MOLDABLE PUTTY WL9091 MOLDABLE PUTTY CAJ4003 CP25WB• CS1GS• WL4004 CP25WB• CS185• CAJ6001 CP25WB• CS185• ANSI M01.0.1.: UL269 PUTTY PA06 FIRE TE51S OF BLDG CONSTR. MAT. 182 HR. I HWO/011 . SILICONE 2000 2182 . HW 2000 2 HR IH 0012 SILICONE S NE 2000 9 HR. 16,1002 SILICONE 2009 CITY OF TUKWI A APPROVED JUL 091999 AS RIOTED L MI T HUN T 414 YFILt LAY r. ss 7 7 Li Ls r1,. (Lfs) AL7; V11::" If 21(21.11 fif fflf ifs Z /i VF NNW MH L DS CR S. FB t f THOMAS U. CH STATE OF WASHINGTDN SKYLIGHT AND INTERIOR DETAILS 00 p O it II II z 4 a z p � p 0 pr 0 Z nZ u H 2029 REGISTERED) ARCHTECT wVj 'J mriti\ FOR PERMIT ONLY . THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES 98294.00 crry SF rull°wli A 4 - 15 - 99 APR 19 1999 PERMIT /'ENTER E: \98294 \CAD \A62.DWG` NULDRJG D)Vt9fON A6 • 2 - PERMIT /BID NOT FOFI CONDUCTION m,� L 'Cr exts EXPANSION JOINT TO REIAAIN REN- °EXPANSION JOINT AT CAP EXISTIN. G EXPANSION JOLNT TO REMAIN WRAP EIFS FINISH TO EDGE OF PRE-CAST PANEL REINF MESI I oR (DEXPANSTON JOINT TYPICAL 4' METAL STUD FRAMING SUPPORT BRACKET 11 END CONDTION AT BUILDINGS VARIES EXISTING BUILDING EXISTING PRECAST PANEL CONTINUOUS 2X BLOCKING SECURE WITH 5/8' KWIK BOLTS AT 4 OC BACKER ROD AND SEALANT SECURE WITH 5/13 KWIK EXISTING PRECAST PANEL BEYOND EIFS STARTER TRIM BACKER ROD AND SEALANT EXISTING PRL,AST PANEL 4' METAL STUD FRAMING SUPPORT BRACKET CONTINUOUS 2X BLOCKING SECURE WITH 5/8 KWIK BOLTS AT 4 OC 5/8 GYPSUM SHEATHING EIFS INSULATION AND FINISH COAT 4' METAL STUD FRAMING \- SUPPORT BRACKET EXISTING BUILDING EXISTING EXPANSION JOINT TO REMAIN EXISTING PRECAST PANEL 5/8' GYPSUM SHEATHING EIFS INSULATION AND FINISH C CONTINUOUS 2X BLOCKING SECURE WITH 9/8' KWIK BOLTS AT 4 OC CANOPY RETOFIT EXPANSION JOINT E.I.F.S. CONTROL JOINT FULL SCALE cts1 B 1/2• ;.111111111111111111111111111111111111111111i 1111111111111111111=1151111B11 C )SCUPPER ELEVATION HUB ENTIRE PERIMETER OF 7 ", SHALL BENEULEOT O PR/ENT E.I.P.S. CONTROL JOINT (2) LAYERS EIFS INSULATION EIFS FINISH COAT ACCENT COLOR 5/8' GYPSUM SHEATHING ON METAL FRAMING PER DETAILS STUD FRAMING SHEATHING (SEE STRUCT.) - INSULATION BOARD BLOCKING 1TYPI REINFORCING MESH EMBEDDED IN BASE COAT -E.I.F.S. FINISH COAT SCREW OR MACHINE BOLT ATTACHED TO FRAMING MEMBER EOPRENE WASHER EALANT ALL AROUND PIPE sLerve" SIGN / FIXTURE / MISC. FULL SCALE C )CANOPY RETOFIT CAP (DCANOPY RETOFIT SCUPPER REINFORCING MESH FRY EIFS DRIP SCREED D5-75-V-75 °CANOPY RETOFIT SOFFIT REINFORCING MESH APPROVED ems INSULATION SAT OWE, SHEATHING 4• MEAL STUDS 24' OC RIPS STARTER STRIP 3/1 FIRE RETARDANT PLYWOOD 22 GA METAL FLASHING PINE TREATED WOOD NAILER 22 GA METAL CLEAT SEALANT EXISTING PRECAST PANELS SUPPORT BRACKET APPROVED RIPS INSULATION 5/8 GWB SHEATHING 4' METAL STUDS AT 24' OC SURFACE FLASHING AT SCUPPER INSERT SUPPORT BRACKET ONE PIECE 22 GA OVER FLOW INSERT EXTEND , AROUND OPENING SET IN MASTIC ALL AROUND EXISTING PRECAST PANELS EXISTING SCUPPER EXISTING STRUCTURE AND ROOFING NEW TOP COAT AT SCUPPER gIFagARTER FLASHING BACKER ROD AND SEALANT SHEET METAL FLASHING ALL AROUND SLOPE SIM TO TIP REVEAL APPROVED EIFS INSULATION 5/8 GWB SHEATHING 4' METAL STUDS AT 24' OC STUD SUPPORT BACKING EXISTING STUCCO SOFFIT EXISTING PRECAST PANELS SEALANT -NESTED 1 5/8' STUDS 4' METAL FRAMING SECURE TO PRECAST PANEL EXISTING FLASHING TO REMAIN EXISTING PRECAST PANEL 5/8 GYPSUM SHEATHING EIFS INSULATION AND FINISH COAT e attoPY RETopn 0,010Py.,,OLITSIDE CORNER DETAIL ' BUILDING WALL TO TERMNATE AGAINST e EXISTING JOINT SIGNAGE SEE .. CONTROL JOINT TYPICAL 1 fro sive CORNER 1 AT BUILDING GRIDS k 0 IIIM NII M PLMA I W 11111111111 11111 ' 1.11.111111/111.1 1E11 Eon IN nom , ,„ 1 , EXISTING SCUPPER EXISTING PRECAST PANELS FRAMING AT SCUPPER SUPPORT BRACKETS 151 PER STUD 1 SEE 22 A/GE FOR FRAMING H ()CANOPY RETOFIT TYPICAL ELEVATION 8 CANOPY RETOFIT FRAMING FRAMING ELEVATION , Itfl . T HUN :ssss VI .11.1 123 assa {ASCU iTiCTLII3 VF Mange N MIME MH COMM 711.E 0 H 0 z z I 0 b 0 z< z w 0 0 0 Z < =11 FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES CANOPY RETROFIT DETAILS rEceiveo 08294.00 P OF TUN,E, 4-15-99 APR 1 9 1999 PERMIT EA98294 \CAD \ A6.3 CENTER JUL U 9 1999 Al NOTED SUILDING DIVISION A6 . 3 PERMIT/ID 1/2. . " NOT FOR CONSTRUCTION COPING DETAIL i � ED s DRIP SCREED -� F199 YYsLE OS -7LW75 EWS COPING NOTCH FOAM OVER MEMBRANE AS SHOWN U8' X 1 •/2' CONT. TERMINATION OAR W/ 012 SCREWS • T -C9 O.C. EPDM MEMBRANE - —� -- 5/8' GYP. SHEATHING 374' CDX PLYWOOD F� l MTL I STUD FRAMING 0 T -41 O.C. TYP, V TYP. EIFS SOFFIT. TYP. PRECAST GFRC COL COVER 3'•1' -0' SOFFIT /GFRC COLUMN DETAIL ROOF MEMBRANE GRAVEL STOP CONT. ALUM. GUTTER W/ DOWNSPOUTS 73 COPING DETAIL 3•• T -0• 19 PARAPET TO ROOF DETAIL 0• 3/4' 0 . 22PING DETAIL O PARAPET DETAIL EIFS REVEAL EIFS STARTER STRIP MODEL NO. ROOF MEMBRANE TYP. ROOF CONSTR. E. PRECAST ROOF SLAB TO REMAIN. TYP. FULL -HT. MTL STUD FRAMING 0 I, O.C. FULL -HT. MTL STUD WALL FRAMING 0 1'-4 O.C. TY, 2 -PART FLASHING SYSTEM 5/8• CDX PLYWOOD e BASE OF ROOFING AS SHOWN ROOF MEMBRANE 4• CANT. STRIP PARAPET TO ROOF DETAIL EIFS REVEAL NOTE: SLOPE A OF EIFS REVEAL AS SHOWN TYP. 9••V -0' EIFS. COPING RIPS STARTER STRI MODEL' SLOPE TOP OF EIFS 2- PART FLASHING SYSTEM TYP. SIPS PARAPET WALL CONSTR. TYP. PARAPET WALL ROOF MEMBRANE CONSTR. COPING DETAIL MTL STUD FRAMING. TYP. AS SHOWN EIFS REVEAL EIFS. DRIP SCREED FRY REGLET 0S- 75 -V -75 TYP. AS SHOWN TYP.. EIFS SOFFIT CONSTR. O SOFFIT DETAIL V 2' -6' RADIUS GFRC COL. COVER STEEL BEAM PER STRUCT. EIFS ARCH BEYOND EIFS COPING EPDM MEMBRANE OVER 3/4• CDX PLYWOOD SHEATHING LIGHT FIXTURE - -SEE ELEC. BEAM PER STRUCT. MTL STUD FRAMING a T -4' O.C. TYP. EIFS DRIP SCREED PRECAST GFRC COL. COVER C.I.P. CONC. PLINTH 2 %2• RADIUS GFRC COL. COVER RIPS COPING TYP. ROOF PARAPET CONSiR BEAM PER STRUCT. MTL STUD FRAMING. TYP. AS SHOWN 5/4• DEPTH ems REVEALS. TYP. VENTED DRIP SCREED FRY REGLET 05- 75 -1-75 TYP. SOFFIT CONSTR. EIFS COPING. TYP. VENTED DRIP SCREED FRY REGLET DS- 75 -V -75 EIFS 0 ENTRANCE ARCH BEYOND PRECAST GFRC COLUMN COVERS. TYP. E. STRUCT. CONC. SLAB WALKWAY TO REMAIN. TYP. NEW C.I.P. CONC. CURB EXTENSION SEE STRUCT SI 0 EPDM MEMBRANE 9/4• CDX PLYWOOD SHEATHING LIGHT FIXTURE - -SEE ELEC. vw BEAM PER STRUCT. EIFS -- PROVIDE ID LAYERS 5/4• FOAM BD. THIS FACE —N MOISTURE BARRIER 5 /B• GYP. SHEATHING METAL STUD FRAMING 1• -4 O.C. TYP. Ow PROVIDE C.I.P. CONC. PLINTH 0 BASE OF PRECAST COL. COVER - -MATCH DIAMETER OF PRECAST COL. 1 +- BIRD NETTING. TYP. U I1 I LG i� FU(TI�RE I see I LEC. I I MZ 'STUD H MING j 0 _ter O.C. j'YP. � I O. i PRECAs KONG. ROOF1 SLAB ITO REMAIN I I 0 i IE1 TAPE AND. MUD SEAMS I HEW MTL L•BRACKETS W/ SLOTTED HOLES FOR_ / = 1 — III II — I III III III j ADJUSTMENT III = I 1 I III -1 III IIII III 11 —III III III III III I I T I III 111= II Id — 1 III— ©- METAL ED STUD FRAMING TG — REMOVE d ' I I - I I III i t I I - • I., R'D AS ReOD. FOR NEW CURB - - 1 111 111 — III III 1 1 111 =1 AS NON. THEN PATCH T 111 =11 i I 1 — III I — III II III- �. UNNJ B. GFRC COL. PLAN 0 'WEST, MATCH EXTESI ADJACENT SURFACE O —III III III II A. GFRC COL 1_ 111 III III III 11 0 MAIN ENTRANCE . ;:NORTH, & SEARS ENTRANCE III III — III I II III III II III =111=111=111=1 I '' I III III I I— III — iii III — III III — I 111,,111„ III ; III ,III - 111 -H ; ,111, -i1i ; III - 111 - 111,,,111 „ill WALL SECTION 0 ENTRANCE SURROUND TV. ROOF CONSTR. EIFS MOISTURE BARRIER 5/8• GYP. SHEATHING REGLET - -FRY EPDM MEMBRANE 3/4• CDX PLYWOOD , I ALUM -FRAH E ENTRANCE - f SYSTEM W/ [SOUL I SAFETY GUAZING. TYP. 9/4 • T -0• E. STRUCT. 31C. B BEAM TO - cPAAIN, TYP. SLA AND GRADE E. TRENCH TO REMAIN. TYP APPROVED JUL U 9 1999 AS NOTED BU(LOM G DIVITOO MI T HUN rsx(xes)sxx less P LANNI," M.om H xr DS AeOnliT DS FB 5,00 "MEW 0 NOT FOR CONDUCTION r./on Ka. r.rxx. (zes/ 0 0 c 0 Q p � p Uu 0 0 - w luul 0 z � n n n 20`5 REGISTERED ARCHITECT h10MAS - 0. EMRICH STATE OF WASHINGTONI FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED — I — FOR PERMIT APPLICATION AND IS SUBJECT I I — I 1 =1 _ 111= I I H I TO REVIEW AND MODIFICATIONS BY 111 -1II- 111 -111 —III= GOVERNMENTAL AGENCIES — 11 E111 =111 =111 1 - " - "'- MAIN ENTRANCE SECTIONS AND DETAILS 98294.00 5n TM , 4 -15 -99 APR 1 9 1999 our PERMIT CENTER E \98294 \CAD \A64 A6 .4 PERMIT / &ID �O CURBCUT a WHEELCHAIR RAMP O NOT USED NOT TO SCALE 2 ACCESS LADDER TO UPPER ROOF 3 • 1-0 NOTE: VERIFY REQ'D DIMENSIONS w/ MECH. CONTRACTOR MECH. EQUIPMENT PRE - FABRICATED CURB. F.O LC_ SEE MECH.— 3/4 PEAL:: c BD. 3/4• EXT REMO — NAILER. SCREW TO PRE. =AB. CURB 25 MECH. EQUIP. CURB LADDER: 2 1/2' X 1/2' STEEL BAR W/ 3/4' X 18' RUNGS PLUG WELDED AT 12' O.C. PROVIDE STEEL BRACKETS AT 131 SETS 5-0' O.C. MAX P.T. NAILER. EXIST. BUILT UP ROOFING CONT. SEALANT 24 GA COUNTER FLASHING. FACE NAIL W/ NEOPRENE WASHERS. RUN ROOFING 2' MW ABOVE CANT STRIP BUILT -UP ROOFING TYP. ROOF CONST FRAMING • OPENING SEE STRUCT. MECH. DUCT - SEE MECH. EQUIPMENT FLASHING - SEE MECH. FACE SCREWS 8 O.C. w/ NEOPRENE WASHERS. TYP. PRE -FASR. CURB 1/2" CANT STRIP 2 LAYERS COMPOSITION STRIP FLASHING BASE SHEET ROOFING FELT (DASHED LINE) EXIST. PLYWD DECK EXIST. INSUL FRAME NEW MECH ROOF OPNGS. w/ NEW JOISTS TO MATCH. EXIST. w/ F24N HANGER EA. END. MECHANICAL PENETRATION POWER ASSISTED DOOR BUTTON BRICK VENEER ANCHORS 0' OC 6 ALL PANEL EDGES TYP HORZ. AND VERTICAL MOISTURE BARRIER 4' METAL STUDS • 16' OC CONTINUOUS LT GA ANGLE TENANT SPACE i , GLAZING SYSTE 8 TENANT STOREFRONT GLAZING JAMB . ®ENTRANCE GLAZING JAMB ` a 1 20 PLUMBING VENT PENETRATION FLASHING & DRAIN LEAD SLEEVE w/ FLANGE SET IN PLASTIC CEMENT BITUMEN STOP w/ 3" FLANGE 2 LAYERS COMPOSITION STRIP FLASHING BASE SHEET EXIST. BUILT -UP ROOF EXIST. PLY. DECK EXIST. INSUL. PREMANF. DRAIN COMPOSITION FLASHING LEAD FLASHING SET IN BLACK PLASTIC CEMENT 2• MA%. BEYOND DRAIN OOFING FELT (DASHED LINE 4 PLY BUILT UP �t00F 3/4" PERLITE BO. o! 2" RIGID MSJLATI_ 1;2 METAL DICK P.T. WOOD BLOCKING UND'cRDECK CLAMP - ENTRANCE GLAZING JAMB 1.1/2 "•1, ALUM. ENTRANCE GLAZING SYSTEM SEALANT W/ BACKER ROD' ". TYP. EXT. BRICK VENEER WALL CONNTR. ALUM. ENTRANCE GLAZING SYSTEM SEALANT W/ BACKER ROD TYP. EXT. EIFS WALL CONSTR. OA VENTALATION LOUVER HEAD OVENTALATION LOUVER JAMB TYP METAL SIDING CONST FLASHING ENT LOUVER OC VENTALATION LOUVER SILL 21 VENT LOUVER. DETAILS 1.1/2' • 1' - Cr SAWCUT T DEpPTTH E.�STRUCT. CONC. SLAB MAR. NEW CONC.'LEVELLING SLAB SLOPE 1/4' rER FT M METAL J TRIM VENT LOUVER E. STRUCT. SLAB TO REMAIN, LEVELLING SLAB. EDGE 3' ENTRANCE GLAZING HEAD 3' • T-0 10 ENTRANCE GLAZING HEAD ENTRANCE SILL EIFS METAL STUDS I I6' O.C. TYP AIR SUPPLY DIFFUSER SEE MECH. 5/8' GY113 SEALANT W /BACKER ROD. TYP. EA SIDE SHIM AS REGD. SYSALUM: M FRAME ENTRY TE 5 /S' GWB METAL STUDS • 16' 0.C. TYP. SHIM AS RE.. ��SEALANT W /BACKER ROD. TYP. EA SIDE ALUM. -FRAME ENTRY SYSTEM TYP. EIFS CONSTR. AT ARCH SOFFIT 3' • 1' -0' ALUM. BREAK SHAPE TO MATCH GLAZING SYSTEM NEW CONC. TRANISITION SLAB AS REQ'D. OVER E. CONC. SLAB STRUCT. CONC. SLAB ---> REMAIN. TYP., 3' - 0... BRICK PIER 0 SOFFIT TYP. EIFS PARAPET CONSTR. 3/4' MTL STUD BLOCKING AS REQ'D. _.< GYP. SHEATHING SEALANT GALV. MTL. HEAD FLASHING TYP. BRICK VENEER EXTERIOR WALL CONSTR. BRICK PIER 0 SOFFIT TYP. BRICK VENEER EXT. WALL CONSTR. PRECAST CONC. ACCENT BAND - -I61 BRICK UNITS IN LENGTH AND (2) BRICK UNITS IN HEIGHTH AS SHOWN TYP. BRICK VENEER EXT. WALL CONSTR. LAP MOISTURE BARRIER OVER BASE FLASHING WEEPHOLES B 8' OC. TYP. GALV. MTL BASE FLASH,. C.I.P. CONC. PLINTH A ()ENTRANCE GLAZING HORIZ. MULLION i � BRICK PIER ACCENT A EIFS MTL STUD FRAMING VENTED EIFS SILL FLASH GALV. N1TL FLASHING TYP. BRICK VENEER CONSTR. ENTRANCE GLAZING HORIZ. MULLION 23 BRICK PIER BASE 3 • T-0 \J 3• • T -0• DIMENSION PT ALUM. ENTRANCE ODOR DOOR BOTTOM SEAL ALUM. THRESHOLD SET IN BED OF SEALANT P.T. WD. SHIM AS RECD. NEW TILE FLOOR NEW CONC. LEVELING SLAB AS REQ'D. OVER E. CONC. SLAB E. STRUCT. CONC. SLAB ENTRANCE THRESHOLD 3 -0 MTL STUD FRAMING 5/8' GYP. SHEATHING TYP. EIFS SOFFIT CONSTR. TYP. BRICK VENEER CONSTR. BRICK VENEER 0 SOFFIT 3• • 1' -0• DIM PT MAT( IE1 ADJ. IF if EXTERIOR WALL CONSTR. SOLDIER COURSE -- LAP MOISTURE BARRIER OVER BASE FLASHING WEEPHOLES a 8' O.C. GALV. MTL BASE FLASHING CIP. CONC. CURB f4 X T -0' DOWELS e 2' -0' O.C. INTO E. CONC. SLAB E. CONC. SLAB 12 BRICK VENEER SILL 1E1 FLASHING TO REMAIN - (E) ROOF TO REMAIN E) CONC ROOF STRUCTURE SEALANT NEW FLASHING SECURE TO DEFLECTION CHANNEL ONLY DEFLECTION CHANNEL TYP METAL PANEL SIDING CONST. T 16' METAL OC STUD FRAMING A n ROOF TO WALL AT (El CONC. ROOF 3. • 1' - •/ 1 -1/2" •1 0�n mh ersa 99 TYP METAL SIDING CONST. FLASHING AND FLASHING CLEAT DUCT &DUCT PENETRATION DETAIL UIRED ClOY OF TUAWILA APPROUTT JUL 0 9 1999 GO NOTED BSUILDING OMBION 3' • 1-0' MITHUN PARTSCRS SWITZ sts o rasa] ass :as(saa/aea "es ANCRITiCT as e'e: ssafcs VF MM. to WAX DS DS . a... FB ocac 20 REGISTERED' ARCHITECT 1 I \ W ICH STATE OF WAGHL'iGTONi FOR PERMIT ONLY AS TH19 DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL ASCNCIES NOT FOR CONSTRUCTION..—.--- MAIN ENTRANCE SECTIONS AND DETAILS cYM oT� 98284 00 TUTwlu APR 1 1999 4 -15 -98 �nmif CENTER E: \88284 \CAD \A65 COYPU PM OWE A6 .5 PERMIT /BID 2 -PART FLASHING /- SYSTEM TYP. EIFS PARAPE WALL CONSTR. ROOF MEMBRANE TYP. EIFS WALL CONSTR. EIFS REVEAL EIFS VENTED STARTER STRIP MODEL NO. ALUM_ MIL FLASHING W/ FAINT FIN. TYP. EXT. BRICK VENEER WALL CONSTR. TYP. EXT- BRICK VENEER WALL CONSTR. BRICK SOLDIER COURSE o BASE WEEP HOLES • 8' O.C. TYP. GALV. MTL. BASE FLASHING E. STRUCT. CONC. SLAB O COPING DE1 AIL 5/4' \ I 0 COPING DETAIL EIFS COPING NOTCH FOAM OVER MEMBRANE AS SHOWN 1/8' X 1 -U2' CONT. TERMINATION BAR W /f12 GASKETED SCREWS • V-D' 0 EPDM MEMBRANE ( i 5/8' GYP. SHEATHING -3/4' CDX PLYWOOD METAL STUD FRAMING • 1'-4' O.C. TYP. MTL STUD FRAMING 0 T-4' O.C. TYP. 5/8' GYP. SHEATHING 0 HEAD FLASHING Co BRICK PIER 3 "• Y NOTE: LAP MOISTURE BARRIER OVER TOP OF MTL. BASE FLASHING. TYP. 25 BASE FLASHING ® BRICK PIER 9 rT -0' 20 E. EXTERIOR WALL CONSTR. EIFS REVEAL TYP. AS SHOWN ! SEARS STORE 14 TYP. EIFS DETAILS 2 PART PLASHING SYSTEM NEOPRENE EXPANSION JT. EXPANSION JT. ROOF EXPANSION JT. COVER 6 SOFFIT NO P.T. CURB 4' CONT. CANT. NEW ROOF CONSTR. EIFS 518 GYP. ' SHEATHING. MTL S TUD PURRING '• .:. Ti' O.C. E. SUSPENDED I:LASTER SOFFIT TO REM AIN TYP. EIFS PARAPET WALL CONSTR. EIFS RETURN SEALANT W/ / BACKER ROD.' SEALANT W/BACKER ROD WALL SECT. • BRICK, PI6R L E. SUSPENDED PLANTER CEILING NEW 3/8' GWB i L - ON 2 -I/2' MTL . STUD PURRING E. ENTRANCE GLAZING TO REMAIN. TYP. NEW 5/8' GWB SEALANT W/ BACKER ROD E. ENTRANCE GLAZING TO REMAIN O E. CLERESTORY GLAZING INFILL TYP. EIFS WALL CONSTR. EIFS REVEAL LIGHT FIXTURE- -SEE ELEC. TYP. ENTRANCE SURROUND BRICK PIER CONSTR. PRECAST CONC. ACCENT BAND (21 BRICK UNITS IN HEIGHT AND (6) BRICK UNITS IN LENGTH BRICK SOLDIER COURSE • BASE C.I.P. CONC. PLINTH E STRUCT: CONC. SLAB TO REMAIN E. ASPHALT PAVING NEW C.I.P. CONC. CURB EXTENSION SEE STRUCT SEALANT W/SACKER ROD. TYP. AS SHOWN E. MTL COL. COVER TO REMAIN LINE OF EXISTING ROOF EDGE ABOVE E. STRUCT. STEEL COL 70 REMAIN E. ALUM. CLERESTORY WINDOW T O REMAIN - BACK -PAINT E. GLASS PRIOR TO NEW GWB FURRING IC IL E. ALUM. ENTRANCE GLAZING TO REMAIN EIFS SOFFIT CONSTR. NEW 5/8' GWB OVER 2.1/2' MTL. STUD FURRING !T- 4'O.C. 17 E. CLERESTORY GLAZING JAMB EIFS ARCH BEYOND EIFS COPING EIFS MOISTURE BARRIER 5/8'. GYP. SHEATHING MTL. STUD FRAMING • T -4' O.C. TYP. EIFS SOFFIT PRECA5IGFRC COL. COVER STEEL COL- -SEE STRUCT. E STRUCT. CONC. S -AB TO REMAIN n Li Li WALL SECTION THROUGH ARCH VOID SPACE 5/4 • 1 -0'., TERMINATE NEW NEOPRENE EXPANSION JT. CLEAR OF PARAPET. TYP. AS SHOWN EIFS PARAPET LINE OF E. CANTILEVERED ROOF STRUCTURE TO BE REMOVED BEAMS AND ROOF JOISTS PER STRUCT. EIFS REVEAL MTL STUD FRAMING • T-4 O.C. T7. TYP. EIFS EXT. WALL CONSTR EA. SIDE AS SHOWN E. SUSPENDED PLASTER SOFFIT TO REMAIN EIFS SOFFIT EIFS SURROUND BEYOND LIGHT FIXTURE - -SEE ELEC. EPDM MEMBRANE OVER 3/4 COX PLYWOOD SHEATHING MTL STUD FRAMING 0 T -4' O.C. EIFS MOISTURE BARRIER 5/8' GYP. SHEATHING STEEL BEAM PER STRUCT. EIFS ARCH SOFFIT EIFS ARCH BEYOND PRECAST GFRC COL COVER DASHED LINES INDICATE STEEL BEAM SEE STRUCT Q STRUCT. CONC. BLAB TO REMAIN. TYP. -- REMOVE POFT, OR CORE DRILL AS REGD. FOR F PILE FOOTINGS -SEE STRUCT. NEW CAA. CONC. CURB EXTENSION- -SEE STRUCT. - E. ASPHALT PAVING CITY OF TUKWILA JUL U 9 1999 AS SQ/LD ML T HUN AAAAA VF MH DS w� MMUMMIER DS F6 (3116, s a 311•1 TEC3aeI 163(3611) 611 /11116 z z 0 • 0 o z < w 0 Q 1 U 0 cc z n 2028 REGISTER \ A 7r.,•6 o. 0. . G 1L// OAIAS Q me STATE OF WASHINGTON FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPUCATRXI AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES SEARS ENTRANCE SECTIONS AND DETAILS 98294.00 CrtY.OFET Eali4 MSC! Kt 4 -15 -99 APR 1 9 1.993 - '� CY�ITEH E \98294 \CAD \A66 PERMIT BUILDING DIVISION fl �? WALL SECS'. 0` & ENTRANCE 6 PERMIT/S1 NOT, F,OR CONSTRPJCTION ,m-- ® f T I CAF 41110 6' METAL STUDS • - 16 OC EIFS W/ 121 LAYERS 3/4' FOA 5/8 GYPSUM SHEATHING 4' METAL STUDS • 16' OC FRY REGLET DS- 754,75 SOFFIT /PAREPET DETAIL - - - SEE 1/A6.7 FOR EIFS. HEAD / COPING RETURN EIFS • SIM L [JAMB/ CONDITION 6' METAL .PPY CLOSURE STRIP 22 GA HEMMED BASE FLAWING 2 PIECE FLASHING SYSTEM 3/4' FIRE RETARDANT PLYWC•D WATERPROOF MEMBRANE 22 GA METAL MASHING TREATED WOOD BLOCKING 22 GA COUNTER FLASHING ILEAT 3 •1'0 0 3'•1 -0 /•. !'l. EIFS TO ROOF DETAIL 0 ifL q l / .. SIDING PROFILE CLOSURE TYP . I i p VA , 0 TU ip pr21,1 „ Ili r EIFS STARTER TRACK I - 2 PIECE FLASHING SYSTEM ��I FI 40 LB FELT I 11 22 GA COUNTER FLASHING CLEAT 3/4' FIRE RETARDANT PLYWOOD 22 GA METAL PARAPET CAP W/ STANDING SEAM JOINTS 7/8' METAL HAT CHANNEL 5TU05 16' OC` 11 LIGHT COVE DETAIL 1 ANGLE SUPPORTS PER STONE SUPPLIE 5/8' GYPSUM SHEATHING MOISTURE BARRIER -� FRY EIFS DRIP SCREED D5- 75 -V -75 I21 LAYERS 3/4' EIFS INSULATION AND FINISH COAT UNISTRUT P1000 GRID 2' -0' OC EA WA UNISTRUT P1000 U CLIPS 1 VS' STONE VENEER BACKER ROD AND SEALANT ALL AROUA ATTStM CONDITIONENEER 1 1/4' STONE VENEER STONE SUPPORT. CLIP BACKER ROD AND SEALANT ALL AR OU WEEPS AT 24' OC' 12) LAYERS 3/4' EIFS INSULATION AND FINISH COAT 5/8' GYPSUM SHEATHING BACKER ROD AND SEALANT ALL AR 2 VT NESTED STUDS 314' EIFS INSULATION AND FINISH IEf -SUSP PLASTER SOFFIT FRY EIFS DRIP SCREED D5- 75 -V -7 PROVIDE H.O. PRE- FOLDED MESH e FRONT EDGE TYP Y•6 1/8' 121 COATS ELASTOMETRIC PAINT 0/ EIFS PINISH COAT TIPS W/ 121 LAYERS 3/4' FOAMBOARD 5/8 FIRE TR ATED PLYWOOD 3/4' FIRE TR ATED PLYWOOD SOFFIT RETURN AT STONE RECESS DETAIL BIRD COIL B BIRD BARRIER T AND NETTING AT ALL LIGHT COVYP INSTALL PER MANUFACTURES RECOMMEND ONS EIFS START R TRIM SPRINGLOCK LASHING SYSTEM TORCH DOWN I ROOFING MEMBRANE LIGHT FIXTURE 4' 16 GA SUPPORT BRACKET • 24' OC 121 LAYERS 3'4' EIFS INSULATION AND FINISH :OAT 2 1/2' METAL STUDS • 15' OC 5/e' GYPSUM SHEATHING 4' METAL STJDS • 16 OC EDGE OF GRAVEL STOP BEYOND EX 2' ROISTOING RA A F DR N CONNECT TO N LEADER 6 METAL ST DS 16 OC 2' DIA. RAIN LEADER THROUGH PARAPET WALL - -DRAIN TO E. ROOF METAL SIDING METAL TRIM • PENETRATION ELASTOMERIC PIPE COLLAR FLASHING • PENETRATION A DRAIN PIPE PENETRATION 3' • 1'•0' STONE NT SUP PORT CLIP S CHAMFER O SONE JOINT DETAIL 5/6' GYPSUM SHEATHING EIFS •EFTS STARTER TRACK GALVANIZED SPRINGLOK FLASHING 5/8' FIRE RATED PLYWOOD ROOFING MEMBRANE CANT 3 • 1 -0' TYP METAL SIDING CONST. SIDING PROFILE CLOSURE TYP 22 GA COUNTER FLASHING CLEAT AND FLASHING BACKER ROD AND SEALANT TUBE STEEL BRACE SEE STRUC. 3/4' CORRUGATED METAL SIDING PROFILE CLOSURE TYP 24 GA FLASHING CLEAT HEMMED 24 GA FLASHING 1 11 1 CANT EXISTING ROOFING GALVANIZED SPRINGLOK FLASHING NEW ROOFING MEMBRANE METAL SIDING TO ROOF DETAIL SECTION A•A TS FRAMING SEE STRUC 5/8 GYP SHEATHING MOISTURE BARRIER HAT CHANNEL — J TRIM BACKER ROD AND SEALANT A ENTRY BRACE PENETRATION DETAIL ENTRY BRACE PENETRATION ELEV. 13 EXPANSION JOINT 3/4' APPR0/ED - EIFS INSULATION BRICK VENEER •SIM CONDITION EIFS SYSTEM FLASHING PAINT TO MATCH EXP. JT. COVER EXPANSION JOINT - MM SYSTEMSST.1- SUPPORT • Si. WJL'6.3 DARK BRONZE FINISH CONDITION WEST ENTRY EXISTING MASONRY WALL Co NORDST VAPOR BARRIER 5/8 GWB SHEATHING • METAL STUDS NEOPRENE EXPANSION JOINT 22 GA 4' CORNER TRIM TYP METAL SIDING CONST. PLAN DETAIL BRACE AND SUPPORT TO EXISTING. ROOF WELD ALL AROUND LAP SEALANT 5/S BAND, NUT AND BOLT. PRE FAB PIPE FLASHING —LAP SEALANT INSULATION :0 MATCH EXISTING EXISTING B.U. ROOF DEFLECTION /CARRIER CHANNEL BLOCKING AS REQUIRED "5" 7.142 ,7 FRAMING SHEATHING MOISTURE BARRIER 2 PIE, FLASHING BACKER ROD AND SEALANT BRICK VENEER VENEER ANCHORS •'8' OC MAX • PERIMETER 14 ENTRY BRACE ROOF PENETRATION 3• • 1. 0• F ACE OF EIFS ABOVE EXISTING MASONARY BUILDING SURFACE APP LIED SPRING LOCK FLASHING EIFS PARAPET SPRINGLOCK FLASHING 22 GA FLASHING CAP EXTRUDED ALUMIMN EXPANSION JOINT NEW NEOPRENE EXPANSION JOINT FROM CORNER FLASHING TO EXISTING BRICK VENEER EXISTING BRICK VENEER EXISTING EXPANSION JOINT NEW METAL FLASHING NEW NEOPRENE EXPANSION JOINT 4' METAL CORNER FLASHING CORRUGATED METAL SIDING BASE FLASHING 22 GA FLASHING CAP EXISTING PRECAST PANEL 0 —Co TYP METAL SIDING CONSTRUCTION MET y J TRI 3/4' METAL SIDING CORIfR TRIM VARIES SEE PLAN t9 TYP BRICK :VENEER COLUMN .COVERS EIFS TO METAL SIDING DETAIL METAL STUD FRAMING Ir 5/8'. TPSU SHEATHING 22GA .RI FLASHING SYSTEM BACKER -'c AND SEALANT BRICK VEN E' METAL ST D FR . ING BRICK VENEER ANCHOR EINIVIVANI ICHIASITIETr ■ 1 BRICK TO SOFFIT s T RANSITION • 3 ' 1 -0 r ro 0 1 0r I io% in ill , przammomme 121 L:.YERS 3/4' EIFS INSULATION AND FINISH 5/8' GYPSUM SHEATHING D5 CR -19/222 BACKER ROD AND SEALANT 2' AIR SPACE NTS 3' • r -O' 1 Ur•1' -0 3 5/8' METAL STUDS 0 16' OC 5/8' GYPSUM SHEATHING MOISTURE BARRIER EXUA1 ING COLUMN LOCATION VARIES REMOVE EXISTING BRICK VENEER NEW U...;5 AT WEST ENTRY SEE STRUC CITY OF TUKWILA APPROVED JUL 091999 AS NOTED BUILDING DIVISION ARCEITET TLAEITIN VF T HUN .. 414 OLIVE WAY SUITS s . STOUT ssa 7.44 ,:.e, Asa a..a z 0 0 1u� w 0 z nn Z u � NEW BRICK VENEER COLUMN MATCH EXISTING BRICK FOR PERMIT MASONRY TIES 16 0, VERT A HORZ ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND I5 SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL 55ENCR'5 %EST AND NORTH ENTRANCE DETAILS 3' I' NOT, FOR CONSTRUCTION- ,m,.....K.�« RECEIVEp 9 8294.00 criY of ruI<w1u APR 1 9 1999 4 -15 -89 reHMIT CENTER. E: \98294 \CAD \A67 A6 . 7 PERMIT /BID SCI DET VIM. FCR TYP. GFRG FASCIA .NOTES MTL. S1110 FRAMING • T -e 0L 20 GA L- BRACKETS • 4-0 DC_ SECURE TO STEEL CHANNEL NSW .TEE( CHANNEL SEE STRUCT. Q EXISTING MIRROR TO REMAIN AIM 518' GWB OVER lee STUD FRAMING • T -4' 0, 1/4' PL GLASS MIRROR W/ J- MOLDING TOP AND SOT. - MIRROR LENGTHS TO MATCH EXISTING ADJACENT MLRROR LAYOUT O TYP. NEW BULKHEAD CONSTR. EXISTING TOPPING SLAB NEW CONC. PLANTER PER 'S' DINGS TYP INSIDE CORNER 0 TYPICAL INTERIOR FASCIA ELEVATION 4. M IME 11 2' TYP :ai CONTROL JT. T-Y W /SEALANT BED. TYP. TYP. GFRG EXP. JT. PLAN DETAIL MIN COL T -2'. TYP. COI. GRID- - SEE FLOOR PLAN FOR LOC LINE OF EXISTING GWB SOFFIT 0 MALL BULKHEAD NEW 2X4 CLEATS SECURE TO EXISTING FRAMING NEW GFRG: PANELS .. ii METALLIC LAMINATE ACCENT :STRIP- -CONT. CONTROL JT. 0 EA. COL. GRID. TYP. NOTE. REMOVE E GWB AS REOD. FOR NEW CONSTR d PATCH AS REQ'D. INTO NEW 5/8' GWB ,R1 GUTTER BELOW GRATE - TYP. 4 SIDES NOTE: INSTALL GRATE W/ ORIG 16" DIAMETER OPENING 6 ADJUST AS NECESS 72'X72' TREE GRATE PEDESTRIAN PROOF MAN BY 'IRONSMITH. INC PART •M-7206-1 (FACTORY FIN: CAST -IN -PLACE STEEL FRA 0 TREE GRATE PLAN 19 ,P6�41CAD>u,6rDWG GOTTE1 FACTORY FRAME FOR PROFIL TREE GRATE EXISTING STRUCTURAL SLAB PATCH 6 IE BCK NEW CONC. SLAYB TA O EXIS - INS PER 'S' DINGS BED PLANTER WELL SECURELY ON COMPACTED SUBSOILS. EXTEN DEPTH AS NECESSARY FOR OCAICNG 25 TREE GRATE /PIT. DETAIL E.1P61PftCPDDUWDWG mar" RG MALL FIN. SOIL LE7L -°:L EXPAND -O -FLASH SET IN FULL SEALANT 1, BED TOP 6 BOTTOM W/ STAINLESS STEEL WINGS 6 PRESSURE BAR & ST. STEEL ° FASTENERS. SEAL JOINT CORNERS TIGHT WASHED DRAINROCK WASHED DR.AINRCCK EXPANSION JOINT 5/4' COX PLYWOOD PLATFORM. TYP. STEEL DECKING PER STRUCT. CANT. STEEL OUTRIGGERS - PER STRUCT. PROVIDE ANGLED BRACING 0 EA. OUTRIGGER. TYP. NEW STEEL BEAM PER STRUCT. 5/8' GWB OVER MTL STUD FRAMING 0 1' -4' O.0 LEASE LINE 1/4' • 1' -0" ST. STEEL GUTTER - ALL AROUND GRAT 3 4' 1' -0" PERIMETER. SOLDER ALL JOINTS. NOTE: NO DRAIN OUTLET - 20 GAGE MIN 2" DIAM. TRAP 8 DRAIN PIPE W/ CHECK VALVE DEPTH AS NECESSARY FOR BEARING PERF IPE CAP HOLES P AT BO TTOM OF PIPE �.9 :TYP OUTSIDE CORNER GEE DET.IVA6.8 F R TY GFRG. fASCiA NOT:S MECH.HVACPLENLM-- 5PE MFGH 0 GFRG FASCIA @ NEW - HVAC SOFFIT 2' -EY F6 COURT PLANTER` INDIRECT FLUORES.ENT LIGHT PER ELEC. 5/8' GWB OVER 4' MTL. 5 FRAMING • T -4' 0.._ TYP. UD FOOD COURT PLANTERS 41. 1/2' TYP. CONTROL W /SEALANT BEA D. TYP. O TYP. GFRG CONTROL JT. PLAN DETAIL 1.1/2•• 1'-O' GFRG FASCIA @ NEW SEARS SOFFIT TYPE 2 4' MTL. STUD DIAL. BRACING • 1' -4' O.C. 4' MTL STUD OUTRIGGERS • T -4' O.C. MTL. CLIP ANGLE 0 EA OUTRIGGER 1. SECURED TO E. STEEL BEAM E. STEEL BEAM TO REMAIN (MATCH EXISTING) NEW 2X4 CL SECURE TO EXISTIN3 FRAMING NEW GFRG •• NELS 1 -1/2" • I' 0" NEW GLASS -FIBER REINFORCED G (GFRG) LIGHTING SHROUD NEW GFRG LIGHTING SHROUD- - SEE PLAN FOR LOCATIONS METAL SUPPORT BRACKETS AND ARMATURE BY GFRG MA UPLIGHT FIXTURE PER EL{ 0 � ,111, •� 44444444] i _ 10" G L COL. GFRG INSIDE CORNER PLAN DET. P -LAM STRIP ALL AROUND �> ADHESIVE SET W/ TIGHT JGIN 2 X 4 STYROFOAM BLOCK - ADHESIVE SET FOR INSTALLATION OF N.I.C. SIL P -LAM STRIP ALL AROUND ADHESIVE SET W/ TIGHT d4444F6-- DOWNLIGHT FIXTURE PER NEW 2X4 CLEATS -- SECURE TO EXISTING 2X4 SOFFIT F LINE OF EXISTING GWB TO REMAIN. TYP. ONE -PIECE GFRG CORNER TR SIZE AS REGD. TO ALIGN TYP. COL. GRID -- EXPANSION CONTROL JOINTS SEE FLOOR PLAN FOR LOC• COL. GRID LINES. TYP.-- LINE OF EXISTING GWB FIELD VERIFY ALL DIME SOFFIT • MALL BULKHEAD 1/2' JOINT W /SEALANT BEAD. TOP AN EMBED MTL. PLATE FOR NAILING & PATCH AS REQ'O. TYP. TOP 6 50T. .� T 4' RADIUS TYP. METALLIC LAM( ACCENT STRIP- -CONT. STL. SUPPORTS A6 REO'D. BY GFRG MANUF NEW GLASS -FIBER REINFOR6ED GYPSUM (GFRG( SOFFIT TRIM -- SECURE TO EXISTING SOFFIT CONSTR. NEW 2X4 CONT. CLEATS. TOP t-BOT. SECURE TO E. 2X4 FRAMING EXISTING SOFFIT CONSTR. TO REMAIN- - FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO GFRG FABRICATION TAPER GFRG EDGES FOR SMOOTH SECURE JOINTS TIGHT W/ INTERNAL BOLTS ELE L 4 X4 X 114 STEEL SUPPORT ANGLES - SECURE TO E. PRECAST CONC. COL. PER STRUCT. STAGGER EXP. BOLTS 0 ADJ. SUPPORTS: OUTSIDE CORNER PLAN DET. 1-1/2• • r -o GFRG PLANTER DETAIL x E. PLASTER 6 MTL. LATH ON E. METAL STUD FRAIMNIT E. 5/8' GWB OVER \' E. 5/8' PLYWOOD SHEATHING E. 2X4 FRAMING • 2' -0' TYP. (FIELD- VERIFY) NEW 2X4 CLEATS- SECURE TO EXISTING 2X4 SOFFIT FRAMING LINE OF EXISTING GWB SOFFIT TO REMAIN. TYP. ONE -PIECE GFRG CORNER TRIM - SIZE AS RFQ'D. TO ALIGN EXPANSION CONTROL JOINTS COL. GRID LINES. TYP- - FIELD VERIFY ALL DIMENSIONS 2X6 NAILER ON E. LEASE LSN E. STEEL BEAM GFRG DETAIL ELEV. @ CONTROL JT. 11 TYP. GLASS FIBER - REINFORCED GYPSUM [GFRG) FASCIA @ E. BULKHEAD CONSTR. E. WALL CONSTR. TO REMAIN 1 -V2 • 10" _ 1.1/2^ . i•_p^ DOWNLIGHT FIXTURE PER ELEC. 4 TY, PER SHROUD) 1 -1/2• • r -0• UPLIGHT FIXTURE PER ELEC. 14 TYP. PER SHROUD) GRID COL EXISTING PRECAST CONC. COLUMN TO REMAIN. TYP. -- FIELD VERIFY SIZE OF COL 0 SHROUD LOCATION FOR EXACT FIT MH DS DS SMOOTH FINISH W/ JOINTS TAPED SMOOTH AFB LEVEL W/ GFRG. PAINT I=1 4@ 2' CITY Of PJNW(u APPROVED JUL 0 9 1999 AS NOTED MI T HUN .7 i7 I I 0 L- J ; x407 073 3744 4aa •(3,240)033 77116 O O II �� o ' �n w 0 0 z 4 n � n 0 tug w � Z Q nu u � 2029\REGISTERED I I Y 7 CHITECT tiKm\ THOMAS D. EMRICHI STATE OF WASHINGTON FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION ARO IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES INTERIOR DETAILS 98294.00 DRV oUE uE4, 4 .. 4 -15 -99 API? 1 1999 E:\98294\CAD \A68TERTYUU TUR BUILDING DIVYitON 11 4 0 it �xJ PERMITBID NOT FOR CONSTRUCTION e3 m rRr v 0n n rows K ®1111®111,1 11111111111 ®' „ /./4; - �" rase %//inr Z/1.4 ✓/v.'00 tAr 71/V. IEI NETURAL PIER TO REMAIN IEI MOSAIC TILE TO REMAIN TENANT ACCENT OR COUNTER TO REMAIN SET TOP OF BASE AND BOTTOM OF ACCENT NEW TILE � 1 IEI TERRAZZO FLOORING IEI STRUCTURAL SLAB TO REMAIN DO NOT CUT AS REQUIRED h O CORNER PLAN DETAIL PLAN DETAIL FRONT VIEW NEUTRAL PIER BASE DETAIL NEW S /4' TILE BASE T•2 1// r NEW FLOORING SIDE VIEW } 0ii ii�iAffii�iii�.�liriiir GWB WALL WW SR BASE EASE TOP EDGE REMOVE IEI BASE MATERIAL REPAIR SUBSTRATE IF REQUIRED MI FLOORING MATERIAL / -NEW 112' FLOORING LEI SLAB MAX. TYP. f12 GA WIRE HA CORNER OF ATEACH NGER TO CORNER OF FIXTURE ATTACH SLACK WIRES DIRECTLY TO FIXTURE AT DIAGONAL CORNERS ATTACH. FIXTURE TO CEILING SUSPENSION SYSTEM WITH POSITIVE CLAMP DEVICES HAVING CAPACITY OF 100% OF LIGHTING FIXTURE WEIGHT IN ANY DIRECTION LEASE LINE RETURN TILE BASE TO LEASE UNE IEI NEUTRAL PIER W/ NEW PAINT FINISH EASE CORNERS AND EPOOGUS EXPOSED NOT SUSPENDED CLG SHALL BE INSTALLED PER UBC STANDARD 25 -2 CEILING BRACING DETAIL 3 • T -0 °TYPICAL BASE DETAIL O FOOD COURT NETURAL PIER DETAIL 13 ACCESSORIES IN 1 HR RATED WAL / L SERVICE PIERS 1-I/ • 1' -0 0 19 LIGHT FIXTURE ® A,C.P. ve CEILING 1 -V2.. T -O^ leeee,,W1'geeee Li A 1 -1/2" • T -0 } IW RETURN 12 TILE '(0 WALL WALL p -2 CERAMIC WALL TILES ON 5/8' CEMENT BOARD CT -7 CT -10 CT -8 T -0 T-10 CT-7 CT -6 1.1/2" .! T -0" O SE E' R TILE. SIZE ANDCOLO FINISH SCHEDULE H7 . AO.OI 0 ELEVATION PLAN VIEW FASCIA WHERE- - OCCURS SEE IEI PAINTED BRICK PREP AND PAINT (El FIRE AND BATTERY CABINET PREP AND PAINT SAME COLOR AS BRICK f5.) FIRE ALARt' SYSTEM AS OCCURS IEI, DRINKING FOUNTAIN AS OCCURS NEW BASE TO MATCH FLOORING COMPRESSION STRUT - VERTICAL 12 GA HANGER SPACED 4'-0' O.C. ALONG MAIN RUNNER TO STRUCTURE ABOVE. (4)12 GA WIRES SECURED TO MAIN RUNNER. WITHIN 2' OF CROSS RUNNER SPLAYED DO FROM EA OTHER N.T.E. 45 FROM CLG PLANE. HORIZONTAL. RESTRAINT POINTS SHALL BE PLACED 12'•0' O.C. IN BOTH DIRECTIONS. W/ THE FIRST POINT WITHIN 6-0' FROM EA WALL SECURE TO STRUCTURE '. ABOVE. AIN RUNNER \ CROSS RUNNER NOTE SUSPENDED CLG SHALL BE INSTALLED PER UBC STANDARD 25.2 A.C.P. SWAY BRACE DETAIL CHANNEL \V '' O.C. VERTICf2' -0' AL OC. STRUT 0 12 GA. SWAY SUPPORT WIRES 0 12' -0 O.C. GA. 0' O.0 SUSP ENSION WIRE 4 - COLD ROLLED CHANNEL 0 4 -0' O.C. 16 GA. TIE WIRE SUSP. • GWB CEILING BRACING 1/4" • 1'-0' NEW. TILE BASE T -2 OVER 1E1 2X2. MOSAIC TILES. EASE CORNERS POLISH EDGES LOWER BASE ..® 1/2' BASE TILE EASE EDGES FIN. FLOOR TILE TYP WALL TILE LAYOUT TZET 21 PARTITION @ A.C.P CEILING 1 -1/2° • T -0• -. 1/2" • 1' -0" TYPICAL TRENCH DETAIL TYP. FLOOR EXPANSION JT. f SCHUTER DILEX -HKW BASE DETAIL 22 LIGHT COVE POLISH TOP EDGE 8 EASE CORNER - TY' 'J7 SEAL FRAMING TO UNDERSIDE OF STRUCTURE ABOVE BRACE AS REQUIRED ELECT. AND TELE. CONDUITS NON SHRINK GROUT FILL ANTI FRACTURE MEMBRANE NEW TILE CO SCHLUT O ER - IN DILEX- KS -EKSN T 125 NTRL JO SEALANT ANTI- FRACTURE MEMBRANE MIN. 3• -0' WIDTH. CENTER ON EXP. JT. EXISTING CONDITION FLOOR JOINTS IEI TERRAZZO IEl STRUCT. CONC. SLAB IEI CERAMIC TLE - PREP 8 PAINT DEMO (FIRST 2 LAYERS OF EXIST(, G CERAMIC TIFF 1/2' TH CK AGGLOMERIV7E BASE ILE T -0' TILE MODULE TO. STAGGER JTS 1/2 MOUDLE FROM FLOOR TILE I I JTS MIN 4' PIECE I GL E AGGLOM%[STIERATE N TILE FLOOR OVER E G FLOOR TILE IF MAX TYPICAL LT. GAGE MET. FRAM'G BRACES TO STRUCT. ALTERNATE SIDES EXTEND TO STRUCT. CEILING RUNNER w/ A.C.P. PER WALL TYPE . I ®, EXISTING CEILING 4' METAL STUDS W/ 5/8' GWB LIGHT FIXURE SEE ELEC. DWG MTL ANGLE 'RUNNER . CONTINUOUS PARABOLIC LOWER EX: TING WALL - REMOVE TILE AS REQUIRED SMOOTH FINISH PAINT. ALL SURFACES WITHIN LIGHT COVE APPLIANCE WHITE LIGHT FIXURE SEE ELEC. DWG 1-0 /8 TILE BASE--121 LAYERS AS SHOWN IN ELEV. E. CONC. COL. BASE BELOW E. CONC. COL 3 T -0• O E. PRECAST CONC. COL. EASE PLAN T -D E. CONC. COL. STONE TILE BASE T -2 OVER IEI CONC. COL. BASE PROVIDE 121 LAYERS AS SHOWN 1 IEl REVEAL SEALANT 0 FLOOR JT.— FLOOR TILES PER PLAN 11 E. PRECAST COL. BASE ELEV. /SECT. 01\10T USED 1 -1/2' • 1• -0 OPENING FOR WASTE DISPOS LAV.PLAN AND ELEVATION � �jf1 /��� I II /l�// //! JJ °°4 ~ j ° ° + °° s'' °°ctu ° �° °d ° I ° ° ° °' +` ° ° ° ° ' BM EXISTING CONDITION FLOOR JOINTS 23 CRUMPLE JOINTS 111/2'•I -0' SCHLUTER - SCHI ENE E 125 E 125 -FL T RANSITION EXISTING CONDITION BOTH FLOORS LEVEL SCHLUTER - SCHIENE E 125 E 125 -FLOOR TRANSITION ELEVATION FINISH FLOOR CHAMFER AND POLISH TILE EDGES AS SHOWN. TYP- EXTENDED LEASE LINE CORIAN COUNTER TOP W/ INTEGRAL 8105 BOWL T DIA FOR SOAP DISP. SINK BOWL 3/4' PLYWOOD DIVIDER CENTER BETWEEN LAVATORIES 1/23,6' CORIAN BACKSPLASH CORIAN ACCESS PANEL KEYED CYLINDER CORIAN ACCESS DOOR W/ CONCELED SOSH HNGES OR ARCH APPROVED EQUAL S.S. WASTE CONTAINER 24WX22 NEW BASE SEE 22 /A6.D 3/4• • 1' -0' O NOT USED 3/4' NEW BASE FINISH FLOOR 2 1/273 1/21,5/16• CONT. ANGLE SOAP DISPENSER RESERVOIR 1/2' COWAN FRONT WITH INTEGRAL APRON w COPE AROUND SINK SUPPORTS CONT. 5/4X2• BRACE W/3/4X3/4' L KEYS TOP AND BOTTOM T.I 4' . PLY -WOOD a ,Ai D 3/4' IV[OER '/, BEYOND �. 3/4' F CONT. MIRROR SEE ELEVATIONS 2X BLOCKING AS REQUIRED 2' -0'• to LAVATORY DETAIL u I1W SRAs MM SYSTEMS EXPANSION JT. COVER LSSBE 6 -1 V2 SCHLUTER - SCHIENE E125 FLOOR TRANSITION. TYP. NEW TILE CONC. INFILL E. STRUCT- CO SLAB TO REMAIN CONCRETE INFILL EW TILE GROUT rjTr RAWL SPIKE 3116'3( 1 1/2' ANCHOR 12' O.C. FACTORY DRILLED 24 EXPANSION JOINT DETAIL (El TERRAZZO REMOVE (El TERRAZZO - - SEALANT BACKER JT NEW LEVELING SLAB AGAINST lEl TENANT STRIP TYP IF MORE CONSULT W/ ARCHITECT -"- LEASEe:2 TENANT FLOOR NOTE: . VERIFY AT , , OUT SWINGING DOORS DOOR CLEARANCE IS MANTA'::: UNDER CUT DOOR OR RAISE DOOR. EXTENDED LEASE LINE LEASE LIME SLOPE 1:20 MAX - AS REQUIRED TENANT FLOOR REMOVE AND REINSTALL OR REPLACE NEW FLOOR LEVELING AS REQUIRED 1/2' R TYP H2 • T -0• 6' BACKSPLASH 3 SIDES RIO X 1' FASTENER SLEEVE 024' O.C. . BRICK VENEER CONSTR. 0 SEARS STORE MM SYSTEMS EXPANSION JOINT COVER LSSF -NB 6 -3 SCHLUTER - SCHIENE E 125 FLOOR TRANSITION. TYP. EI TERRAZZO 3' • 1' -0 BOTTOM OF STRUCT. ACOUSTICAL SEALANT PER WALL TYPE CEILING RUNNER w/ A.C.P. GWB CEILING PER R.C.P. CONTINUOUS PARABOLIC LOUVER MTL ANGLE RUNNERS EXISTING WALL - EXTEND GWB TO TOP OF NEW .LIGHT COVE 5/8' GWB SMOOTH FINISH. PAINT 'ALL SURFACES WITHIN LIGHT COVE APPLIANCE WHITE `RECESSED LIGHT COVE 1.1/2' • 1' -0' NEW TILE \TYPICAL FLOOR TRANSITIONS ®:TENANT ENTRIES McTH • UN fLi. s 6 s +c8itt ctC e s PAIXL•i /1611 "11 8 P L1..116 L_ VF name NH DS DO MW.a. FB DETAILS CITY Of TUKXWILA AMMO JUL 0 9 1999 88294.00 OMPUNt MN I 11 I( z 1 1/2' • A . EXP. JT. 6 WALL COND REGISTERED ARCHITECT 1 OMAS D. EN SATE OF WASHGTON FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES RECEI CT'�— AS NOTED 4-15 -88 -dp9 -1 1999 NM BUILDING DlVrsroN ' E: \98294 \CAD\RENMY AGO A.9 NO O i (;0145IClUelhlC�lb�� 7 L111fii fi{4 O 0 < z O e T, z < w 0 z Nut 0 0 w w 0 z cr z ) Uu PERMIT /BID 0 NEIN ENTRANCE CANOPY AND SOFFIT MigA S AIM j R••1111•11M1•1111•11111•1•11M IIIMIMIN•11/4/1 1 EMWM=111M• • 311111•11M11•11M•IMI•111111111111MR■• IMIWAUNNIIIII MOE 1111•11■01111MIM•1111•11170. m. mow 9iigilliP 1 IPMPA NIIIIIH1111 1 Pla g . EW OFR 1411 1111 imillimmi , ........:-.....i.--;...;... .....; .................... - -----1- NE GFRG CANOPY TRIM W G R G C CANOPY IM kew WALL ABOVE FASC [NEILL CLERESTORY WIND 76 W_CANDEL_EACING B cpuNos PROVI E TYPE . E . FIXTURE IN LI HT COVE. TYP. AS G OWN -INFILIJ CLERESTORY WINDOWS I-HR. WALLS TO ROOF DECK - FIR SEAL TO DECK SED ROOF DECK F - EXIST. DU T DROP EXTEND SCIA, COVE & MIRK PARTIAL REFLECTED CEILING PLAN @ NORDSTROM/SEARS SIM CLOS EXIST. SKYLIGHT EVEN Vi/ 'CEILING . T O IIS R LSZI4LIGHT REMOVE exisre DOME SKYLIGHTS AREA 4 VFO tele sKnJoHT co s NEW 0IUG GM, CEILING THIS TYP. AS S PATCH ROC F & INFILL CELLI G OWNI ATYP. AT: HADED ARE GEE:DETAIL I Y E P T L Y A PE 7Ltt itTirs REPAl & PAINT HIGH CEI ING LEM EXTE D COLOR INTO EXIS . & NEW SKYLIGHT 0/ELLS CAN PY RETROFIT DETA,IL Ttt= L CEILINGS Ta TO; . 7R P SKYLIG TS f l EXPANSION JOINT SEeirk TYP T a, EX RE ROA T I-HR. WALLL TO ROOF DECK - FIRE-SEAL TO DECK NEW CANOPY FAGS. LTFT7—: 3OE8P.P`AWN'Y VW • 1 TYP A (p7 . NEW CANOPY FACING KEY TO SOFFIT WORK EXTENT OF NEW GFRC INTERIOR CANOPY RETROFIT SEE DETAIL 11/A6.8 TYP EXTENT OF NEW EIFS RETROFIT EXISTING EXTERIOR PRECAST CONC. FASCIAS EXTENT OF NEW INFILL AT ,ISTING CLERESTORIES WINDOWS CITY OF TIARA APPROVED JUL 0 9 1999 AS NOTED BUILDING DIVISION MI T HUN " 3 . 114 OLIV• • •• SWISS SSO 11,14,2011) 11.1 71110 •ICKIT•CTOZZ ••• 1 n 1 z z 0 0 O ' z < w cr 0 0 • 2029 \REZSTEREI2 1 r STAIE KA OF S ' INC FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PER. APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES PARTIAL REFLECTED CEILING PLAN — WEST 9829400 ,,,ASMA-1■LA 4-15-99 ^PI? 9 9 1999 EA98294 \CAD \ A7CNEnnAr CENTFIR 02.00t fIC AWE A 7 PERMIT/BID 91[7,1••07 0 NOT FOR CONSTRUCI1ON—.--,—... � i _ . _ T I -. _-- - - - i - - - - - - -, . II - - - - _.. _. _._ - -.._ ., .1 - TYP CANOPY �� RETROFIT ,o, non [am I,mm ,■ I■ F Ai _ TYP _ 1 ,,, ®1 mom I=Is ,soT vim , ■ ,■ ■ I=NI v iii t.F,■■ % / M - , O t I � ' MENA 4 : l 1r— 1 s I r „— I .1 I I i 1 _ '}1I I I y . _ II I I I I i1 I I IfO REMAIN -0 IGHTS i - '�i� NEW GFRG I I CANOPY TRIM I �� . �, I I �OI REMAIN TRSP S I I I I I I I ... 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TYP TYP w XTET OF NEW GFRG INTERI CANOPY RETROFIT SEE DETAIL 11/A6.8 TYP � S SHEETS A2. 3, A2. b A2.5 ' © 1 1 �� NEW CANOPY NEW CANOPY FACING 1 1 I 1 ENWRGEO RCP I , ' I I I - - I ' - EXTENT OF NEW E[FS ae , ,• , ® RETROFIT EXISTING FASCIASR PRECAST CONC EXTENT OF NEW INFILL m.. moos AT EXISTING CLERESTORIES - ` T mill CI I • _ – - 1 = � � „ I � : 6 REFLECTED CEILING PLAN `0 BON MARCHE COURT WINDOWS �! ® 25 26 1n6' •1' - O' ®'7 CA NEW ENTRANCE I AND SOFFIT G S \REG15T(72I o I V ITECT OMAS Q: RA 9 ION MI THUN ?f a: taT =1 Q fr V MA D S CR F STATE OF WASHINGTON SHEL1 Wan NOT FOR CONSTRUCTION a [ r S [ ` a I atarTia a[ ?t •at > a r• 1,S4.) 412 acts 0 0 Q o� Cr Q Uu 0 0 w H z � iu H FOR PERMIT ONLY THIS DOCUMENT HAS NEON PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES PARTIAL REFLECTED CEILING PLAN - CENTRAL CM OF 98294.00 APN 1799 MOR 4 -15 -99 YEA TDO E: \98294 \CAD \A70 A7.1 PERMIT /BIC 4 a} 1 _ 1 1 _ 1 _ t _ � _ 1 1 _ 1 _ 1 .. t .. _ 1 _ 1 _ 1 1 ear 1 1 e� 1 1.. 1 1 � I I . 1 ee� 1 ma' ∎ ∎ 1 ∎ Y as II eat t ∎ 1 ■ ,) m. 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C E C EILIN G TIES 8 PROVIDE NEW ELai 6 PAINT GRIC TO T CH NE W TILES -- TYPICAL PARTIAL R.C.P. 0 FOOD COURT KEY TO SOFFIT WORK t■ ea. m EXTENT OF NEW GFRC INTERIOR CANOPY RETROFIT SEE DETAIL 11 /A6.6 TYP EXTENT OF NEW E1FS 1 ® y RETROFIT EXIS EXTERIOR P TING CONC FASCIAS EXTENT OF NEW INFILL AT EXISTING CLERESTORIES WINDOWS TYP 'D' ITYPJ NT CEILING 1n6' • 1' -0' 0 O 0 0 \:J 0 T FIXTURES STING COVE SEE ELEC. FLUORESCENT STRIP O AIN K KYLIGHTS TO ESS NOTED 0 BLIGHTS TO BE S SOWNI tNH G LEVE O VE T: TO INF ILL e 0 1n6' p MI T HUN (SW e sa e aasA a:ears er aaa ”, eta mos s= a• ase.ca VF M4 h 0 it 00 II u O l z Lil w 0 0 2 w 0 z Q rff FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION MD IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES PARTIAL REFLECTED CEILING PLAN — EAST 88294.00 CITY OF MUT 11.1 15 -98 APR 1 9 1999 CITY 1 TUKWILA PEPMIT CEMFA APPROVED E: \98294 \CAD \A70 JUL 0 9 1999 AS NOTED CCC��� ISJILDING DIVTOION A ' / ,,Iaaa......��1 s 2 ` PERMIT /BID NOT FOR .CONSTRUCTION SOUTHceNIIER MALL #98294 H 1� (i €<M11111•■ TOILET AC,ESSORY SCHEDULE EM NMOIa81aUal 51 :Z:;' 00* ITEM # MFG_. (DENT # DESCRIPTION 8 -287 FOLDING UTILITY SHELF - l K B -4288 SURFACE MOUNTED MULTI -ROLL TOILET TISSUE DISPENSER (CONTURA SERIES) &4388 RECESSED MULTI -ROLL TOILET TISSUE DISPENSER (CONTURA SERIES) &2908 MIRROR WITH S.S. ANGLE FRAME ® 1 � a1 36' H•/- ABOVE LAVATORY COUNTER TOP I v . I � ® ' 1 pi, v 41 41 ii, BACKSPLASH. LENGTH PER ELEVATIONS. I ai � 1 5-3500 RECESSED NAPKIN/TAMPON VENDOR 25CENTS B -35701 PARTITION - MOUNTED SANITARY NAPKIN DISPOSAL AND TOILET TISSUE DISPENSER (THEFT - RESISTANT TOILET TISSUE SPINDLES) 5 -35704 RECESSED SANITARY NAPKIN DISPOSAL AND TOILET TISSUE DISPENSER ITHEFT- ESISTANT TOILET TISSUE SPINDLES) B 3644 SEMI - RECESSED WASTE RECEPTACLE 9 8 -6717 COAT HOOKS. SATIN FINISH STAINLESS STEEL W/ FIRETREATED `ROOD BILOCKING BACK -UP BEHIND GYPBOARD 10 NOT USED 11 8- 680699 X 36' STAINLESS STEEL GRAB BARS 1 1/2' DIA. WITH CONCEALED MOUNTINGS (PEENED GRIPPING SURFACES) 12 &680699 X 42' STAINLESS STEEL GRAB BARS 1 1/2' DIAM. WITH CONCEALED MOUNTINGS (PEENED GRIPPING SURFACED) 13 B -3944 RECESSED PAPER TOWEL DISPENSER / WASTE RECEPTACLE 14 8 -9226 LAVATORY- MOUNTED LIOUID SOAP DISPENSER VALVE W/ UNDER THE COUNTER SOAP RESERVOIR AND (4) BOBKEYS - NOT USED NOT USED 8 -2008 CITY 36' W X 38' H MIRROR W/ STAINLESS STEEL 1E TUNWIV, UYEO 16 17 0 9 1999 13 NOT USED ANGLE FRAME AT FAMILY RESTROOM JUL N OTCD 19 B-562 AJ RECESSED PAPER TOWEL DISPENSER — _____ 20 21 NOT USED BCS -V BABY CHANGING STATION BY AVANT( BABY 22 CPS -01 CONSULTANTS 1 -800- 366 -9778 CHILD PROTECTION SEAT BY AVANTI 23 24 SPD NOT USED DIAPER PAIL. BY AVANT( 25 FAUCET W/ SENSOR VALVING PER If DWGS. 1 � :o�.z � H 1� (i €<M11111•■ ; th o A 0 NUN Ai EM NMOIa81aUal 51 :Z:;' 1EI DOOR TO BE REMOVED O TILE BASE T-6 MATCH WIDTH OF FLOOR TILES 0INTERIOR ELEVATION -MEN'S TOILET #102 1E( CT WALL FINISH PREP FOR NEW PAINT. TYP All WALLS CT -1 (--� CT-2 N HAND DRYERS RELOCATED (El MIRROR TO RE INTERIOR ELEVATION- WOMEN'S TOILET #103 INTERIOR ELEVATION- FAMILY TOILET TILE BASE T -2 TILE BASE T -2 SS CORNER GUARD RELOCATE I0) DIAPER CHANGER NEW ACCESSORIES. TOP I P-2 I INTERIOR ELEVATION - FAMILY LOUNGE NEW LAV. CASEWORK W/ CORIAN FINISH NEW LAV SINKS SEE MECH. !Clam RJ GRABBARS TO REMAIN NEW CT WALL TO MATCH WI TILE PATTERN 8 SIZE PREP FOR PAINT CO GUARD CT -4 (E) HAND DRYERS TO REMAIN WASTE UNIT 'TO REMAIN CT -3 NEW TOILET PARTITIONS. TYP NEW TOLIET PARTITIONS LOCATE PER PLAN (El CT WALL FINISH PREP FOR NEW PAINT. TYP ALL WALLS I P -2 I (I) TOILETS TO REMAIN NEW 1/4' PLATE GLASS MIRROR SOAP 0105 TOP SEE PLAN A5.0 14 SS CO rZARO CT -3 • (l w n!!!!!!I1Griiii I i 111I D ' i � iii: I ii Il ii (i(i((i( TILE BASE T -2 NEW LAV. CASEWOR\ W/ CORIAN FINISH (—NEW ACCESSORIES. TYP 0 INTERIOR ELEVATION -MEN'S TOILET #102 2 INTERIOR ELEVATION - WOMEN'S TOILET #103 NEW GWB WALL PREP AND PAINT, TYP ALL WALLS I p -2 6' TILE. BA T -2 �SI C (E) GRABBARS TO REMAIN TOP L_ TILE BASE T -6 MATCH WIDTH OF FLOOR TILES NEW GWB WALL PREP AND PAINT. TYP ALL WALLS IP -2 I NEW ACCESSORIE . TYP SEE SCHEDULE A$1)_ UC (E) CT WALL FINISH PREP FOR NEW PAINT. TYP ALL WALLS I P I NEW TOILET. PARTITIONS. TYP LOCATE PER ENLARGED PLAN SHT A3.0 TILE BASE T -2 RI CT WALL FINISH PREP FOR NEW PAINT. TYP ALL WALLS I P -2 I �uu u ■• :. 65' . -.. -. ....4141-5- ---- ------------- 411% TT TILE BASE T -2 TILE BASE T -0 WALLS NEW TOILET NEW GWB I. PAINT TYP W/ PARTITIONS, TYP NIALS TO REMAIN. TYP Ialala IUMMI. -- CT -3 REMAIN. TYP. (EI URNIALS TO REMAIN. TYP IEI CT. WALL FINISH PREP FOR NEW PAINT - TYP ALL WALLS I P I (E) GRABBARS TO v CT -5 CT -4 TYP CT-1 CT-2 .............. 1 T-2 55 CORNER .. SS CORNER GUARD GUARD TILE B46B�T -2 TILE BASyZ 2 O G �- (EI CT WALL FINISH PREP FOR NEW PAINT. TYP ALL LIGHT COVE WA - Vim. iiwn �: IwwN I :mnmiiiluunuu I P I TYP. TILE BASE T -2 . NIZYTY 26 B -270 NEW 1/4' PLATE GLASS MIRROR NEW TY PREP AND STAIN DOOR PAINT FRA}IE 1/4'• T -0' NEW CT WALL TO MATCH (E) TILE PATTERN & SIZE PREP FOR PAINT CT -3 NEW LAV SINKS SEE MECH. TYP EA LAV W/ COWAN FINISH MI THUN VA MAW NAM M Y H DS DS FE 2029 I REGISTERED �IRC HITECTI i III (4141 - 1 41OMAS 0 ENRICH STATE J WASHINGTON FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED- FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIPICATIONS BY GOVERNMENTAL' AGENCIES INTERIOR ELEVATIONS RECENEO 98294.00 cm oc Tuuwlw 4 -15 -99 wx PERMIT - CAN IAN E. \98294 \ CAD \A80' ceasvwx ,0 SURFACE -PAT. SANITARY NAPKIN DISPOSAL NOT FOR CONSTRUCTION L.,--- K r•.(2.6) 41.1,... APR 19(999 PERMIT /BID H 1� I(Illill( 111( I((( (1111(1((((11((11(i((1((1(1(I 1111 ((((( Ilil(((IIII(III((Ii(I( III(( II((( IIIIII(( 1(((( 1((( i(( 11( I( 1(( (((( II( II (((( 1((( 1( 11(( I(((( II( I(( I(( v((((((((((( (I(((((1((1(II(1(((I(111((((i(( III(I II IIIII llllll II llll lllllllllll 1 1 ll 111T l lllllllllll11111 I IIIIIIIIIIIII I II Inn llllll111IMIIlll1111111111 :111111111111111111 111 I Pi i.IPP! II 1 III1 f ( ' PP.Pi lmpanq I� 00* OPPPO t' l � 1 PPOPP f _ _ P.M �____l ' l�. - l K r,' I 11 n i 1 nii 16)1 a� m ® 1 � a1 1 ® I v . I � ® ' 1 pi, v 41 41 ii, O 1 I ai � 1 ., i i( w..Ina ®a(fi-nea._.Ina fi,.,i iia aea:zaan nnsaaa: eanernm��r(��ma::�i 1EI DOOR TO BE REMOVED O TILE BASE T-6 MATCH WIDTH OF FLOOR TILES 0INTERIOR ELEVATION -MEN'S TOILET #102 1E( CT WALL FINISH PREP FOR NEW PAINT. TYP All WALLS CT -1 (--� CT-2 N HAND DRYERS RELOCATED (El MIRROR TO RE INTERIOR ELEVATION- WOMEN'S TOILET #103 INTERIOR ELEVATION- FAMILY TOILET TILE BASE T -2 TILE BASE T -2 SS CORNER GUARD RELOCATE I0) DIAPER CHANGER NEW ACCESSORIES. TOP I P-2 I INTERIOR ELEVATION - FAMILY LOUNGE NEW LAV. CASEWORK W/ CORIAN FINISH NEW LAV SINKS SEE MECH. !Clam RJ GRABBARS TO REMAIN NEW CT WALL TO MATCH WI TILE PATTERN 8 SIZE PREP FOR PAINT CO GUARD CT -4 (E) HAND DRYERS TO REMAIN WASTE UNIT 'TO REMAIN CT -3 NEW TOILET PARTITIONS. TYP NEW TOLIET PARTITIONS LOCATE PER PLAN (El CT WALL FINISH PREP FOR NEW PAINT. TYP ALL WALLS I P -2 I (I) TOILETS TO REMAIN NEW 1/4' PLATE GLASS MIRROR SOAP 0105 TOP SEE PLAN A5.0 14 SS CO rZARO CT -3 • (l w n!!!!!!I1Griiii I i 111I D ' i � iii: I ii Il ii (i(i((i( TILE BASE T -2 NEW LAV. CASEWOR\ W/ CORIAN FINISH (—NEW ACCESSORIES. TYP 0 INTERIOR ELEVATION -MEN'S TOILET #102 2 INTERIOR ELEVATION - WOMEN'S TOILET #103 NEW GWB WALL PREP AND PAINT, TYP ALL WALLS I p -2 6' TILE. BA T -2 �SI C (E) GRABBARS TO REMAIN TOP L_ TILE BASE T -6 MATCH WIDTH OF FLOOR TILES NEW GWB WALL PREP AND PAINT. TYP ALL WALLS IP -2 I NEW ACCESSORIE . TYP SEE SCHEDULE A$1)_ UC (E) CT WALL FINISH PREP FOR NEW PAINT. TYP ALL WALLS I P I NEW TOILET. PARTITIONS. TYP LOCATE PER ENLARGED PLAN SHT A3.0 TILE BASE T -2 RI CT WALL FINISH PREP FOR NEW PAINT. TYP ALL WALLS I P -2 I �uu u ■• :. 65' . -.. -. ....4141-5- ---- ------------- 411% TT TILE BASE T -2 TILE BASE T -0 WALLS NEW TOILET NEW GWB I. PAINT TYP W/ PARTITIONS, TYP NIALS TO REMAIN. TYP Ialala IUMMI. -- CT -3 REMAIN. TYP. (EI URNIALS TO REMAIN. TYP IEI CT. WALL FINISH PREP FOR NEW PAINT - TYP ALL WALLS I P I (E) GRABBARS TO v CT -5 CT -4 TYP CT-1 CT-2 .............. 1 T-2 55 CORNER .. SS CORNER GUARD GUARD TILE B46B�T -2 TILE BASyZ 2 O G �- (EI CT WALL FINISH PREP FOR NEW PAINT. TYP ALL LIGHT COVE WA - Vim. iiwn �: IwwN I :mnmiiiluunuu I P I TYP. TILE BASE T -2 . NIZYTY 26 B -270 NEW 1/4' PLATE GLASS MIRROR NEW TY PREP AND STAIN DOOR PAINT FRA}IE 1/4'• T -0' NEW CT WALL TO MATCH (E) TILE PATTERN & SIZE PREP FOR PAINT CT -3 NEW LAV SINKS SEE MECH. TYP EA LAV W/ COWAN FINISH MI THUN VA MAW NAM M Y H DS DS FE 2029 I REGISTERED �IRC HITECTI i III (4141 - 1 41OMAS 0 ENRICH STATE J WASHINGTON FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED- FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIPICATIONS BY GOVERNMENTAL' AGENCIES INTERIOR ELEVATIONS RECENEO 98294.00 cm oc Tuuwlw 4 -15 -99 wx PERMIT - CAN IAN E. \98294 \ CAD \A80' ceasvwx ,0 SURFACE -PAT. SANITARY NAPKIN DISPOSAL NOT FOR CONSTRUCTION L.,--- K r•.(2.6) 41.1,... APR 19(999 PERMIT /BID I NO. ROOM NAME SIZE DOOR LEAF FRAME HARDWARE DET. SHT. A9.0 -- U.N.O. RATING REMARKS CT 1' : 'CERAMIC TILE N/A TYPE MAT. FIN. MAT, FIN. GROUP HEAD JAMB THRESHOLD N/A 2X3 NOM. TO BE PAINTED MATCH EXISTING SIZE AND SURFACE TEXTURE CT 4 , NEW DOORS N/A 1X1 NOM. TO BE PAINTED MATCH EXISTING SIZE AND SURFACE TEXTURE CT - 5 ' . 'CERAMIC. TILE - 'TBD 4X4 NOM. DALTILE- NATURAL HUES. PRICE GROUP 2 OR EQUAL • CT -6 CERAMIC TILE `'' - TBD 2X2 NOM. DALTILE NATURAL HUES. PRICE GROUP 2 OR EQUAL 1 MAIN ENTRANCE PR 9'-077-0' C AL FF AL FF 5 DALTILE NATURAL HUES. PRICE GROUP 2 OR EQUAL CT -9 ` 29/A6.5 TBD ` 2X2 NOM. DALTILE NATURAL HUES. PRICE GROUP 2 OR EQUAL 2 MAIN ENTRANCE PR 3'-077 -0' C AL FP AL FF 5 MANUF. QUARELLA T 2 29/A6.5 BRECCIATA 12X12 NOM. MANUF. QUARELLA 3 MAIN ENTRANCE PR 9'- 0'X7' -0' C AL FF AL FF 5 MANUF. QUARELLA T 5 29/A6.5 ROSSO LEVANTO 12X12 NOM. MANUF. QUARELLA 4 MAIN ENTRANCE PR 3'- 07T -0' C AL FP AL FF 5 20/A6.5 5 MAIN ENTRANCE PR 3'- 07T -0' C AL FF AL FF 5 S-1 20/A6.5 - MATCH PRINCETON PECAN 7670 -13 WILSON ART P -LAM 6 MAIN ENTRANCE PR 3'- O'XT -0' C AL FF AL FF 5 29/A6.5 7 MAIN ENTRANCE PR 3'- 0'XT -O' C AL FF AL FF 6 NEW GRID AND TILES 29/A6.5 32 WEST CORRIDOR COVE 3'- O'XT -0' A. WD S -1" HM PT 2 19 10 25 20 MIN 35 MAIN SERVICE CORR. 9'- 0•X7 -0' ' A WE S -1 HM PT 2(R) IN 19 20 MW 36 MAIN SERVICE CORR. 3'- O'XT -0' - A HM PT HM PT 1 16 22 28 42 SOUTH SERVICE CORR 9 0'X7' O' A WO S -1 HM PT 2 19 19 25 20 MIN 43 FAMILY RESTROOM 9. 077-0' A WD S -1 HM PT 7 10 26 - 20 MIN SEE DET. 26/A9.0 'SIM' CONDITION ' 44 FAMILY RESTROOM 3- 0'XT -0' :.A WD 5 -1 HM PT 8 15 19 45 SOUTH SERVICE CORR PR 9'- 0'XT -0' ':B WD S -1 HM PT 9 19 19 25 20 MIN 46 SOUTH SERVICE CORR PR 3'- 67T -0' B WD P -1 HM PT 10 19 19 - 20 MIN 55 MAIN SERVICE CORR. 3'- 07T -0' A HM Pal HM PT 1 16 22 28 54 SOUTH CORR WOMEN 3'- 07T -0' B WD six( HM PT 7 19 19 20 MIN SEE DET. 26/A9.0 'SIM' CONDITION EXISTING DOORS _ 8 SEARS ENTRANCE PR 3%077 AL FF AL FF 3 - 29/A6.5 9 SEARS ENTRANCE PR 9 O •XT -O' C AL FP AL FF 3 29/A6.5 10 SEARS ENTRANCE PR 9,0 XT -O' C AL FF 'AL FF 9 - - 29/A6.5 11 SEARS ENTRANCE : PR 3'- O'XT-O• C AL FF ' AL FF 3 29/A6.5 12 WEST ENTRANCE PR 3 AL FF AL FF 3 - 29/A6.5 13 WEST ENTRANCE - PR 3 OXT-O'. :C AL FF: AL FF 3 - 29/A6.5 14 WEST ENTRANCE PR 3- 0XT -O' C AL FF AL FF 3 - - 291A65 15 WEST ENTRANCE PR 3'- 0'XT -O' C AL FF AL FF 3 29/A6.5 16 WEST ENTRANCE - PR 3'- 0'XT -O' C - AL FF AL FF 3 - - 29/A6.5 17 WEST ENTRANCE PR 3'- 0'XT -O' C AL re -AL FF 3 - - 29/A6.5 -'. :___ ,- �.. •�.: .M -_ 18 WEST ENTRANCE PR 3'- O'XT -0' - ' C AL FF " -AL FF :3 - -. - 29/A6.5 19 WEST ENTRANCE PR 3 C AL FF' AL FF 9 - - .29/A6.5 20 WEST ENTRANCE PR 3 0'X7' -O: ,C AL FF. AL FF 3 - 20/A6.5 - 21 WEST ENTRANCE PR 3'- 0'XT -O' C AL FF AL FF 3 - - 29/A6.5 30 WEST CORRIDOR COVE 3'- 0'XT -O' A WD $ HM' " PT 4 - - 25 20 MIN STRIP :AND REFINISH. MALL. SIDE OF DOOR 33 CENTRAL CORR COVE 3'- 0•XT -O' A WE HM PT 4 - 25 20 MIN STRIP' AND REFINISH MALL -.SIDE -OR 'DOOR ".. 34 CENTRAL CORR COVE 3'- 0'XT -0' A WD. HM PT 4 25 20 MIN STRIP AND REFINISH MALL` SIDE OF,° O00R; " 37 MAIN CORRIDOR COVE 3'-0'XT -O' : A WD ;PW4 TIM PT 4 25 20 MIN STRIP -AND. REFINISH MALL SIDE 0F'000R - ' ' 38 NORTH CORR COVE 3'- 0'X7' -0' A WO 41,1 HM PT 4 - 25 20 MIN STRIP' AND REFINISH MALL SIDE OF - -DOOR 39 SOUTH CORR COVE 3'- 0'XT -0' A WD cpy 1 HM PT 4 25 20 MIN STRIP AND REFINISH •MALLS/DE OF.:D0OR 40 SOUTH CORR COVE 3'- 077 -0' P, WD On HM PT 4 - - 25 20 MIN STRIP AND REFINISH MALL SIDE OF €€ €DOOR 41 SOUTH CORR COVE 3' 0 XT -0' 3' O XT -O' A A WD. WD Si41 g HM HM PT PT 4 4 - - - 25 29 MIN STRIP AND REFINISH MALL: SIDE OR DOOR 20 MIN STRIP. AND REFINISH MALL; SIDE OF DOOR , . 47 MAIN CORR COVE -. 48 WEST CORR COVE PR 3 0X7-0' B HM PFI HM PT 4 - 25 20 MIN; 49 WEST CORR COVE PR 3 0'X7-0' B HM PTA NM PT 4 - 25 20 MIN 50 WEST CORR COVE 3'- 0'X7 -0' B WD 01FI HM PT 4 - - 25 20 MIN STRIP AND REFINISH MALL` SIDE OF DbOR 51 WEST CORR WOMEN 3'- 0'XT -0' B WD 1 HM PT 11 - - 29B/A6.9 20 MIN STRIP AND REFINISH MALL SIDE OR. DOOR 52 WEST CORR MEN 9' O'XT -0' _ B WD 43. 1 HM PT 11 - - 29B/A6.9 20 MIN STRIP AND REFINISH MALL SIDE OF DOOR 53 WEST CORR COVE 3'- 0'XT -0' ' B WD 4151 HM PT 4 - - 25 20 MIN STRIP AND REFINISH MALL SIDE OF DOOR MARK ., MATERIAL '• s COLOR UNIT SIZE REMARKS TILE i''`? CT 1' : 'CERAMIC TILE N/A 4X4 NOM. TO BE PAINTED MATCH EXISTING SIZE AND SURFACE TEXTURE CT -2 'CERAMIC 'TILE . N/A 1X1 NOM. TO BE PAINTED MATCH EXISTING SIZE AND SURFACE TEXTURE CT -3 CERAMIC TILE - N/A 2X3 NOM. TO BE PAINTED MATCH EXISTING SIZE AND SURFACE TEXTURE CT 4 , CERAMIC - TILE N/A 1X1 NOM. TO BE PAINTED MATCH EXISTING SIZE AND SURFACE TEXTURE CT - 5 ' . 'CERAMIC. TILE - 'TBD 4X4 NOM. DALTILE- NATURAL HUES. PRICE GROUP 2 OR EQUAL • CT -6 CERAMIC TILE `'' - TBD 2X2 NOM. DALTILE NATURAL HUES. PRICE GROUP 2 OR EQUAL CT -7- CERAMIC TILE TBD 1/2X6 DALTILE TRIM SHAPE LINER CT -8''- CERAMIC TILE TBD.' 2X2 NOM. DALTILE NATURAL HUES. PRICE GROUP 2 OR EQUAL CT -9 ` CERAMIC- TILE TBD ` 2X2 NOM. DALTILE NATURAL HUES. PRICE GROUP 2 OR EQUAL CT -10 CERAMIC TILE TBD 1 /2X6 DALTILE TRIM SHAPE LINER T-I ' AGGLOMERATE TILE '' BOTTICINO 12X12 NOM. MANUF. QUARELLA T 2 AGGLOMERATE TILE BRECCIATA 12X12 NOM. MANUF. QUARELLA 7 -3 AGGLOMERATE TILE ' ROSSO ASIAGO 12X12 NOM. MANUF. QUARELLA T -4 .. AGGLOMERATE TILE VERDE TIRRENO 12X12' NOM. MANUF. QUARELLA T 5 AGGLOMERATE TILE ROSSO LEVANTO 12X12 NOM. MANUF. QUARELLA T -6 PORCELAIN TILE LEMAN'S )MATTE FIN.) 12X12 NOM. MANUF. INNOVATIVE MARBLE TILE INC PAINT AND STAIN P -1 " PAINT MATCH EXISTING - P 2 POLOMYX 4043 -EE58 - S-1 - MATCH PRINCETON PECAN 7670 -13 WILSON ART P -LAM CEILINGS "ACT -1 SUSPENDED CEILING MATCH )E) EXISTING GRID. PAINT - NEW TILES ACT -2 SUSPENDED CEILING 2X4 NEW GRID AND TILES DOOR NEW 1/2' TILE MI TERRAZZO M1 CONC. SLAB DOOR SCHEDULE DOOR GENERAL NOTES:. I FIELD VERIFY EXISTING DOOR CONDITIONS: WHERE NEW MALL FLOOR TILE ABUTTS EXISTING THRESHOLD: PROVIDE FOR UNDER-CUTTING E. DOORS AS REVD. -SEE DET. 25/A0.0 FOR TYP. FLOOR TRANSITION AT THRESHOLDS.. PER WALL TYPE J 1- 15/76. VAR- , 1-15/16 . 25 THRESHOLD DETAIL 1 -HR. RATED GWB WALL ASSEMBLY 121 STUDS JAMB ANCHORS STEEL FRAME GROUT SOLID SMOKE GASKET 20 MIN. RATED DOOR PER SCHEDULE 18 DOOR JAMB DETAIL (HEAD SIMI Mgr' ATRIFY R HEIOOR AT EACH DOOR BRICK VENEER ANCHORS ' 1-3 VERTICALLY SEALANT ON HORIZONTALLY COMPRESSIBLE FILLER BRICK VENEER WALL PER SCHEDULE SELF - HEALING FLASHING I2) SCREWS 0 EACH ANCHOR CONTROL JOINT DETAIL NEW FURRING WALL 10 JOINT DOOR IN OPEN POSITION MAGNETIC DOOR HOLD OPEN ANCHORS 0 0C 0 ALL PANEL EDGES TYP HORZ. AND VERTICAL MOISTURE BARRIER. ATERIAL AND COLOR LEGEND 3' • 1 -0 HOLLOW METAL FRAME SEALANT W/ BACKER ROD LINE OF GWB b'. MTL. STUD WALL 0 SIM' CONDITION 16 DOOR HEAD DETAIL 22 DOOR JAMB DETAIL BRICK WALL ANCHOR FACE BRICK FLASHING PEA GRAVEL WEEPS 0 24' OC TOP AND BOTTOM OF ALL PANELS GALVANIZED STEEL LINTEL SEE STRUCT. • SEALANT ITYP.I HOLLOW METAL FRAME FILLED W /GROUT DOOR JAMB & HOLD OPEN' POCKET DETAIL: 4 1/4' EXISTING CORRIDOR GALL TO REMAIN.-I DOOR PER SCHEDULE DOOR SWEEP MTL THRESHOLD SET IN SEALANT CONC. SLAB 5' • WALL TYPE 0 ALL TYPE Q EXISTING WALL 4' METAL STUDS 16" O.C. ACOUSTICAL GATT INSULATION 1/2" CEMENT BACKER B0. CERAMIC TILE EXISTING WALL 7/8' META!.. HAT CHANNEL AT 16'OC 5I8' GWB I /2' • r-0' JUL WALL TYPE 9 9 1999 . • ED " WALL TYPE KD O EXP. JT. @ E. WALL 13 THRESHOLD @ E. EXP. JT. 6' METAL STUDS O 16" O.. ACOS UTICAL GATT INSULATION V2' CEMENT BACKER BD. CERAMIC TILE 5/8" GWB t 1/2 • 1-0' BACON DIVI9 •r -0' 5 • rO 1 1/2' • TO MTL. 5'ND DIAGONAL WALL BRACING 0 O.C. MAX. - -BACK TO E. ROOF DECK ABOVE 1 1/2' - EXISTING ACP CLG. PER RCP - -CUT PANEL AS REQ'D. FOR BRACE 5/8' TYPE 'X' GWB : -1/2' MTL STUDS 0 T -4 O.C. ALIGN STUD WALL W/ EDGE OF EXP. JT. GWB WALL TO REMAIN E. STRUCT. CONC. SLAB . „E. OPANSION JT. VF MORE MH DS DS F3 COPPER RENA( _0 0 P 9 o Ex 0 fi 2029 REGISTERED r ' ARCHJTECT i '} iHOina'S'If. LT:Dilcli STATE OF V0SHINGR01 FOR PERMIT ONLY SCHEDULES FL 98294. cm OF rulcwnA. 4 -15 -99 APR 1 9 1999 THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES mm PERMIT t,,11 E: \98294 \CAD \A90 _WALL FURRING DET. A EXP. JT. 9 a NOT FOR CONSTEILt I ®.� . ABBREVIATIONS AB ANCHOR BOLT LB OR d POUND A/C APHALTIC CONCRETE LLBB LONG LEG BACK TO BACK ACl AMERICAN CONCRETE LLH LONG LEGS HORIZONTAL INSITUTE LLV LONG LEGS VERTICAL ADDL ADDITIONAL LP LOW POINT AGGR AGGREGATE AIW AMERICAL INSTITUTE OF LSL LONG SLOTTED HOLES STEEL CONSTRUCTION LT LIGHT ABC AMERICAN INSTITUTE OF LT WT LIGHT WEIGHT TIMBER CONSTRUCTION L ANGLE ALT ALTERNATE ALUM ALUMINUM M MISCELLANEOUS SHAPE ARCH ARCHITECT, ARCHITECTURAL MAS MASONRY O AT MATL MATERIAL F.PPROX APPROXIMATELY MAX MAXIMUM ASPH ASPHALT MB MACHINE BOLT ASTM AMERICAN SOCIETY FOR MC MISCELLANEOUS CHANNEL TESTING MATERIAL SECTION AWS AMERICAN WELDING MECH MECHANICAL SOCIETY MEMB MEMBRANE & AND MFR MANUFACTURER MFRG MANUFACTURING BOTTOM (BEAM AND JOIST MIN MINIMUM SCHEDULES ONLY) MISC MISCELLANEOUS RD BOARD MT STRUCTURAL TEE FROM BITUM BITUMINOUS M SERIES SECTION E BUILDING LINE MOD MOUNTED BLDG BUILDING ATE METAL BLK BLOCK BLKG BLOCKING N NORTH BM BEAM NF NEAR FACE BOT BOTTOM NIC NOT IN CONTRACT BRG BEARING No OR # NUMBER BSMT BASEMENT NOM NOMINAL BTWN BETWEEN NS NEAR SIDE NTS NOT TO SCALE AMERICAN CHANNEL CB CATCH BASIN OA OVERALL CG CENTER OF GRAVITY OC ON CENTER CJ CONSTRUCTION JOINT OD OUTSIDE DIAMETER GP CAST -IN -PLACE OF OUTSIDE FACE fL CENTER LINE OPNG OPENING CJP COMPLETE JOINT OPP OPPOSITE PENETRATION 0, OVERSIZED CLKG CAULKING ELK CLEAR P/C PRECAST CMP CORRUGATED METAL PIPE PERP OR 1 PERPENDICULAR CMU CONCRETE MASONRY UNIT R PLATE (STEEL) CO CLEANOUT, CONCRETE PROPERTY LINE OPENING PL PLATE (W000) COL COLUMN PLCS PLACES CONC CONCRETE PLWD PLYWOOD CONN CONNECTION PP PARTIAL PENETRATION CONSTR CONSTRUCTION P/S PRESTRESSED CONT CONTINUOUS PSF POUNDS PER SQUARE FOOT CONTR CONTRACTOR PSI POUNDS PER SQUARE INCH CTJ CONTROL JOINT P/T POST TENSION CONTRACTION JOINT PVC POLYVINYL CHLORIDE CTR CENTER PVMT PAVEMENT CTSK COUNTERSUNK CU CUBIC R RADIUS RD ROOF DRAIN, ROUND DEA DOUBLE 0 ROUND DEPT DEPARTMENT REF REFERENCE DET DETAIL REIN REINFORCING DIA OR 0 DIAMETER REINFORCEMENT. DWG DIAGONAL REINFORCED DWPH DIAPHRAGM REOD REQUIRED DIES DRILLED -IN RO ROUGH OPENING EXPANSION BOLT DIM DIMENSION 5 AMERICAN STANDARD DN DOWN STEEL SHAPE, SOUTH do DITTO SCHED SCHEDULE DP DEEP SEC SECTION DWG DRAWING SH R SHEAR PLATE DIAL DOWEL SHT SHEET SHTG SHEATING E EAST SIM SIMILAR (E) OR EXIST EXISTING SLBB SHORT LEGS BACK EA EACH TO BACK EB EXPANSION BOLT SP SPIRAL EF EACH FACE SPA SPACE, SPACING, EXJ EXPANSION JOINT SPACES EL ELEVATION (HEIGHT) SPEC SPECIFICATION ELEC ELECTRICAL SO SQUARE ELEV ELEVATOR SS STAINLESS STEEL ENCL ENCLOSURE SSL SHORT SLOTTED HOLE ENGR ENGINEER ST STRUCTURAL TEE EO EQUAL FROM S SERIES SECTION EQJ EARTHQUAKE JOINT STA STATION EQUIP EQUIPMENT STD STANDARD ES EACH SIDE STIFF STIFFENER EW EACH WAY STIRR STIRRUP EXP EXPANSION STL STEEL EAT EXTERIOR STRICT STRUCTURAL SUPT SUPPORT FD FLOOR DRAIN SUSP SUSPENDED FDN FOUNDATION SYMM SYMMETRICAL FIN FINISH FF FAR FACE T TOP FLG FLANGE TC TOP OF CURB FLIT FLOOR T &G TONGUE & GROOVE FISH FLASHING TEMP TEMPERATURE FOS FACE OF STUDS TEMPORARY FP FIREPROOF THK THICK FULL PENETRATION THRU THROUGH FS FAR SIDE TOC TOP OF CONCRETE FT OR FOOT, FEET TOS TOP OF STEEL FTG FOOTING TOW TOP OF WALL FUT FUTURE TP TOP OF PAVEMENT TRANS TRANSVERSE GA GAUGE, GAGE TS STRUCTURAL TUBE GALV GALVANIZED TAP TYPICAL GEN GENERAL GIRD GIRDER UBC UNIFORM BUILDING CODE GL GLUE LAMINATED UL UNDERWRITERS CND GROUND LABORATORY GR GRADE LION UNLESS OTHERWISE NOTED GWB GYPSUM WALL BOARD UT ULTRASONIC TEST GYP GYPSUM VEF VERTICAL EACH FACE HEF HORIZONTAL EACH FACE VERT VERTICAL HORIZ HORIZONTAL VIF VERTICAL INSIDE FACE HP HIGH POINT, HP STEEL VOF VERTICAL OUTSIDE FACE SHAPE HSB HIGH STRENGTH BOLT W WEST, W SERIES HT HEIGHT SECTION W/ WITH D NSIDE DIAMETER W/O WITHOUT E NVERT ELEVATION WD WOOD F NSIDE FACE WH WEEP HOLE N OR " NCH, INCHES WP WATERPROOF, NCL NCLUDE WORK POINT NSUL NSULATION WPJ WEAKENED PLANE JOINT NT NTERIOR WT WEIGHT, STRUCTURAL TEE FROM W SERIES SECTION JT JOINT WWF WELDED WIRE FABRIC JST JOIST YD YARD K KIP, KIPS KSI KIPS PER SQUARE INCH GENERAL STRUCTURAL NOTES THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE: CODE: UNIFORM BUILDING CODE, 1997 EDITION. DESIGN SOIL PRESSURE: 3000 PSF MAX DEAD H LBE LOAD. CAST FOOTINGS ON FIRM UNDISTURBED SOIL, 1' -6" MINIMUM BELOW FINISHED GRADE. CAST SLAB ON GRADE OVER 2" COARSE SAND ON VAPOR BARRIER OVER 4" THICK COMPACTED GRANULAR FILL OVER COMPACTED SUBORADE. DESIGN LIVE LOADS: ROOF WIND SEISMIC REINFORCED CONCRETE: ALL CONCRETE SHALL BE T'c =4000 PSI, MAXIMUM W/C =0.45, MINIMUM 5 1/2 SACKS OF CEMENT PER CUBIC YARD. SUBMIT MIX DESIGN. SEE SPECIFICATIONS FOR ADMIXTURES. SPECIAL INSPECTION REQUIRED. UNLESS OTHERWISE NOTED, REINFORCING STEEL SHALL CONFORM TO ASTM A615. GRADE 60. SUBMIT REINFORCING STEEL SHOP DRAWINGS WITH DETAILS PER ACI 315 MANUAL OF STANDARD PRACTICE. LAP BARS WITH A CLASS B SPLICE. ASTM A706, GRADE 60, REINFORCING STEEL SHALL BE USED FOR WELDED OR FIELD -BENT BARS. CONCRETE COVER FOOTINGS: 3': PILE CAPS: 3 "; WALLS: 1 , EXCEPT 1 1/2" WHERE EXPOSED TO WEATHER AND Y AGAINST EARTH; BEAMS AND COLUMNS: 1 1/2" TO STIRRUPS OR TIES: SLABS AND JOISTS: 1 SLABS ON GRADE: 1 1/2 ". FOOTINGS: PROVIDE 2 -#5 LONGITUDINAL BOTTOM BARS IN WALL FOOTINGS. PROVIDE CORNER BARS OF SAME SIZE AND NUMBER AT CORNERS AND INTERSECTIONS, 40 DIAMETERS EACH LEG. PROVIDE VERTICAL DOWELS OF SAME SIZE, NUMBER AND SPACING AS WALL VERTICAL BARS WITH A 90' STANDARD HOOK AT THE BOTTOM OF THE FOOTING. WALLS: REINFORCE AS FOLLOWS: 6" WALLS: #4 O 12 HORIZONTAL AND VERTICAL O CENTER OF WALL, B" WALLS: #5 0 15 HORIZONTAL AND VERTICAL O CENTER OF WALL, 10 WALLS: #4 0 16 HORIZONTAL AND VERTICAL EACH FACE. AT OPENINGS OVER 12" SQUARE. PROVIDE 2 -#5 BARS O CENTER OF WALL ALL FOUR SIDES, EXCEPT 10" WALLS AND OVER PROVIDE 1 -#6 BAR EACH FACE ALL FOUR SIDES, EXTENDING 40 DIAMETERS PAST OPENING. PROVIDE 1- #5x4' -O" DIAGONAL BAR O CENTER OF WALL ALL FOUR CORNERS. AT CORNERS, PROVIDE CORNER BARS IN OUTSIDE FACE OF SAME SIZE AND SPACING AS HORIZONTAL BARS, 40 DIAMETERS EACH LEG. AT INTERSECTIONS, PROVIDE CORNER BARS OF SAME SIZE, NUMBER AND SPACING AS HORIZONTAL BARS OF INTERSECTING WALL, 40 DIAMETERS EACH LEG. PROVIDE 2 -85 LONGITUDINAL BARS AT TOP OF WALLS. PROVIDE ROUGHENED SURFACE AT CONSTRUCTION JOINTS. PROVIDE VERTICAL DOWELS OF SAME SIZE. NUMBER AND SPACING AS VERTICAL BARS. GROUT: GROUT TO BE 5000 PSI MINIMUM 7 -DAY CURE STRENGTH PER ASTM C109. GROUT TO BE PREMIXED. NON- SHRINK ° MASTERFLOW" BY MASTER BUILDERS OR "CONCRESNE BY ADHESIVE ENGINEERING OR APPROVED EQUAL ICBO CERTIFICATION REQUIRED. USE SPECIFIC GROUT MIX RECOMMENDED BY MANUFACTURER FOR EACH GROUT APPLICATION AND FOLLOW MANUFACTURER'S INSTRUCTIONS. ANCHOR BOLTS: ANCHOR BOLTS, ASTM A307. SET ALL ANCHOR BOLTS BY TEMPLATE. DRILL -1N EXPANSION BOLTS: ° KWIK -BOLT II" BY HILTI FASTENING SYSTEMS. - RED HEAD WEDGE ANCHOR BY ITT PHILLIPS OR APPROVED EQUAL ICBO CERTIFICATION REQUIRED. SPECIAL INSPECTION REQUIRED. DRILL -IN ADHESIVE ANCHOR: STRUCTURAL STEEL: • 25 PSF = 80 MPH, EXPOSURE B, 1 =1.0 = ZONE 3, Z = 0.3, 1 =1.0 'HIT HY20" ADHESIVE ANCHOR SYSTEM WITH SCREEN FOR UNGROUTED AND UNREINFORCED MASONRY; "HIT HY150" ADHESIVE ANCHOR SYSTEM FOR CONCRETE, BY HILO FASTENING SYSTEMS, OR APPROVED WA,. ICBO ICBO CERTIFICATION REQUIRED. SPECIAL INSPECTION REQUIRED. ALL STEEL SHALL BE ASTM A36, Fy =36 KSI. EXCEPT TUBES TO BE ASTM A500, GRADE B. Fy =46 KSI. AND PIPES TO BE ASTM .3, GRADE B. Fy =35 KSI. SPECIAL INSPEEGTION REQUIRED, FABRICATION AND ERECTION PER AISC SPECIFICATIONS. SUBMIT SHOP DRAWINGS. WELDING TO BE PER AWS D1.1. MINIMUM SIZE WELDS 3/16" CONTINUOUS FILLET. WELDERS CERTIFIED PER WABO FOR ROD AND POSITION. USE E7OXX ELECTRODES. APPLY ONE COAT OF SHOP PAINT TO ALL STEEL EXCEPT FOR CONTACT SURFACES IN BOLTED PARTS. SURFACES EMBEDDED IN CONCRETE. AREAS TO BE FIELD WELDED OR SURFACES WITH SPRAY -ON FIREPROOFING. TYPICAL BOLTS SHALL BE 3/4" DIAMETER ASTM A325 -N BEARING TYPE. PROVIDE TENSION CONTROL BOLTS INSTALLED PER MANUFACTURE'S INSTRUCTIONS. OPTIONAL TO TENSION HIGH- STRENGTH BOLTS BY DIRECT TENSION INDICATOR METHOD USING LOAD INDICATOR WASHERS INSTALLED PER MANUFACTURE'S INSTRUCTIONS. CAMBER ROOF BEAMS L/720 FOR ALL SPAN GREATER THAN 20' -O". GALVANIZE STRUCTURAL STEEL EXPOSED TO WEATHER. z\ STEEL DECKING: STEEL DECKING DESIGNED, MANUFACTURED AND INSTALLED PER STEEL DECK INSTITUTE SPECFCATONS. .130 CERIFICATION REQUIRED. SUBMIT SHOP DRAWINGS. COMMERCIAL WEIGHT GALVANIZED FINISH ON ALL DECKING. ROOF DECKING SHALL BE 1 1/2" DP x 20 GA Imin =0.216 IN PER FT. Smin =0235 10 PER FT. FASTEN ROOF DECK UNITS TO STEEL AT TRANSVERSE, END AND SIDE SUPPORTS WITH 3/4" DIAMETER SPOT WELDS AT 12" OC. FASTEN SIDE LAPS OF ADJACENT UNITS WITH BUTTON PUNCH AT 12" OC. PROVIDE ADDITIONAL STEEL REINFORCEMENT AND CLOSURE PIECES AS REQUIRED FOR STRENGTH, CONTINUITY OF DECKING AND SUPPORT OF OTHER WORK. i FASTEN NEW BEAMS TO EXISTING STEEL DECKING FROM BELOW WITH # TER SCREWS AT 6" OC. FASTENING METHOD SHALL KEEP THE EXISTING STEEL DECK IN CG.._ACE WITH THE TOP OF THE NEW BEAM.. MISCE OUS: REFER TO ARCHITECTURAL DRAWINGS FOR WALL OPENINGS. ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF DUCT OPENINGS, PIPING. CONDUITS, ETC, NOT SHOWN. SHOP DRAWINGS SHALL BE SUBMITTED AND REVIEWED PRIOR TO FABRICATION. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE PROJECT SITE PRIOR TO STARTING WORK AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES PROVIDE TEMPORARY ERECTION BRACING AND SHORING AS REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. REFER TO SPECIFICATIONS FOR INFORMATION NOT CONTAINED IN THESE GENERAL NOTES. NO UGHT GAGE FRAMING, MECHANICAL ELECTRICAL OR OTHER EQUIPMENT SHALL BE SUSPENDED FROM OR ATTACHED TO ANY STEEL DECK. NO LIGHT GAGE FRAMING SHALL BE FASTENED TO EXISTING OPEN WEB STEEL JOISTS BY SCREWS OR POWDER DRIVEN PINS_ SPECIAL INSPECTIONS: PROVIDE SPECIAL INSPECTION IN ACCORDANCE WITH UBC 1701.5 FOR THE FOLLOWING: 1. CONCRETE 2. BOLTS INSTALLED IN CONCRETE - EMBEDDED BOLTS - DRILL-IN EXPANSION ANCHORS - EPDXY ANCHORS 3. REINFORCING STEEL 4. STRUCTURAL WELDING. 5. HIGH- STRENGTH BOLTING. DEFERRED SUBMITTALS: DEFERRED SUBMITTALS SHALL BE SUBMITTED AND REVIEWED BY THE ARCHITECT OR ENGINEER. DEFERRED SUBMITTALS SHALL BE SUBMITTED TO THE CRY OF TUKWILA FOLLOWING REVIEW. THE FOLLOWING ARE DEFERRED SUBMITTALS: 1. SKYLIGHTS_ 2. GFRC COLUMN COVER. 3. PRECAST CONCRETE ACCENT BANDS. 4. GFRC PLANTER /UGHT SOFFIT. ECEgVE JUN 1 8 1959 ROD MIDD CITY OF TUKWILA APPROVED JUL 9 9 1999 AS NOTED MLDNJG DIV19'0n I M I TH P �I�o DHB ACJ ACJ DDA TDP CT JL U z z O O � ({ 0 11 V 00I Q z ANCERSEN BJORNBTAO KANE JACOBS • INC A DJ B A 5/27/99 ADDENDUM 02 A 6/16/99 PERMIT 400® Z aXPIRES kD/$G/00 ' GENERAL NOTES & ABBREVIATIONS 98294.00/98160.00 DATE 4/14/99 I: \9816G \cad \scrosI -1.dgn S1 .1 SET Or TS8x8 1 1/2" =1' -0' W12 COL WEST ENTRANCE ROOF PLAN 4 ___ rte_ — - _ . _ —_ — _— _— _— _— _ —_-}_ 7 _ — _ — WEST ENTRANCE FOUNDATION PLAN 4 NOTE: SEE 17/56.1 FOR BRACE CONN TS6x6 & TS8x8 TO W12 NOTES: INDICATES FOOTING TYPE, SEE 1J/S6.1. 2. NUMBERS SHOWN IN PARENTHESES: ( ) INDICATE BOTTOM OF FOOTING ELEVATION. MATCH EXISTING BOTTOM OF FOOTING WHERE INDICATED BY ( ).. 12 W18 NOTE: 1. SEE 17/56.1 FOR BRACE CONN 2. SEE 11/56.2 FOR DETAILS NCT SHOwh: C6 TO TS 14x 14 A O TS8x8 TO TS 14x 14 1 1/2•=,._0. W18 TO W12 3/4 -1' -0' TS8x8 TS8x8 7514x14 COL 3/16 A A C6 TO TS8x8 W18 %55 TS 824x1/ TS8x8x3/16 18x55 W14 22 TS8x8x3/16 W18X55 I TM EL= 49 -6 TOS EL= 48 -4 TOS EL =45 -6 SEE PLAN \ ft42. SEE PLAN TS8x8x3/16 TOS EL= 22 -10' W18 55 SEE TS8x8x3/16 NOTE: SEE 17/56.1 FOR BRACE CONN W6 TO W14 El. VARIES (45.21 TO 45.29) (E) 14822 C6z82E OF TSA BzB A A MAIN ENTRANCE FRAME ELEVATION SCALE: 1/8' =1' -0 TSB 16 18 -3 WEST ENTRANCE ELEVATION co TS ex2x3 i6 18240 W18 TO W12 5• -3' t 6' TS 8x2x3 96 TS 8x4,1/4 6 A 11[ VII C+E t �U uI a! l ,2' 159 J REVD MII DLETON, INC. NOTES: 7514x14 WEST ENTRANCE CONN . WOIEU 1 INDICATES MOMENT CONNECTION BETWEEN W18 BEAM & W12 COLUMN. SEE 11/S6.2 2. ALL DIAGONAL BRACES TO TO BE T56x6x3/16 NERVY?, �O� BON MAR(iVF l `I CITY Si TUKWILA APPROVED JUL 091995 SUS. 0HG DI01005 PMRTHE RN .,..„,,E .. DHB ACJ� ACJ DDA TIP CONON NS S2.1 0 • T lug 0 z il � o 0 1- w z ANDERSEN BJORNSTAD KANE JACOBS. CONSULTING ENGINEEPS An ©J ,n^ 5/17/99 ADDENDUM #1 //'\ 2 \ 5/27/99 ADDENDUM #2 6/16/99 PERMIT WEST ENTRANCE PLANS & ELEVATiON 98294.00/98160.00 DATE 4/14/99 I: \98760 \cad \scros2 -1.don SET TS14x6x3/8 T. EL= 31 -4' 16 rs x6 x3 S56x6xr_ 7514,6x1/4 TS6x6x3/8 I T. I 758,8x3/16 � I TO_5 TS'ox6x3 FII � 1 4 58x8x3/16 _ _ _ TOS EL= 10 =8' 52.1 , f 1 � I Or TS8x8 1 1/2" =1' -0' W12 COL WEST ENTRANCE ROOF PLAN 4 ___ rte_ — - _ . _ —_ — _— _— _— _— _ —_-}_ 7 _ — _ — WEST ENTRANCE FOUNDATION PLAN 4 NOTE: SEE 17/56.1 FOR BRACE CONN TS6x6 & TS8x8 TO W12 NOTES: INDICATES FOOTING TYPE, SEE 1J/S6.1. 2. NUMBERS SHOWN IN PARENTHESES: ( ) INDICATE BOTTOM OF FOOTING ELEVATION. MATCH EXISTING BOTTOM OF FOOTING WHERE INDICATED BY ( ).. 12 W18 NOTE: 1. SEE 17/56.1 FOR BRACE CONN 2. SEE 11/56.2 FOR DETAILS NCT SHOwh: C6 TO TS 14x 14 A O TS8x8 TO TS 14x 14 1 1/2•=,._0. W18 TO W12 3/4 -1' -0' TS8x8 TS8x8 7514x14 COL 3/16 A A C6 TO TS8x8 W18 %55 TS 824x1/ TS8x8x3/16 18x55 W14 22 TS8x8x3/16 W18X55 I TM EL= 49 -6 TOS EL= 48 -4 TOS EL =45 -6 SEE PLAN \ ft42. SEE PLAN TS8x8x3/16 TOS EL= 22 -10' W18 55 SEE TS8x8x3/16 NOTE: SEE 17/56.1 FOR BRACE CONN W6 TO W14 El. VARIES (45.21 TO 45.29) (E) 14822 C6z82E OF TSA BzB A A MAIN ENTRANCE FRAME ELEVATION SCALE: 1/8' =1' -0 TSB 16 18 -3 WEST ENTRANCE ELEVATION co TS ex2x3 i6 18240 W18 TO W12 5• -3' t 6' TS 8x2x3 96 TS 8x4,1/4 6 A 11[ VII C+E t �U uI a! l ,2' 159 J REVD MII DLETON, INC. NOTES: 7514x14 WEST ENTRANCE CONN . WOIEU 1 INDICATES MOMENT CONNECTION BETWEEN W18 BEAM & W12 COLUMN. SEE 11/S6.2 2. ALL DIAGONAL BRACES TO TO BE T56x6x3/16 NERVY?, �O� BON MAR(iVF l `I CITY Si TUKWILA APPROVED JUL 091995 SUS. 0HG DI01005 PMRTHE RN .,..„,,E .. DHB ACJ� ACJ DDA TIP CONON NS S2.1 0 • T lug 0 z il � o 0 1- w z ANDERSEN BJORNSTAD KANE JACOBS. CONSULTING ENGINEEPS An ©J ,n^ 5/17/99 ADDENDUM #1 //'\ 2 \ 5/27/99 ADDENDUM #2 6/16/99 PERMIT WEST ENTRANCE PLANS & ELEVATiON 98294.00/98160.00 DATE 4/14/99 I: \98760 \cad \scros2 -1.don SET (E)W12x19 1 , 1 (E)W12x19 (E)16H5 W8x10 — .(E)1 - 6115 c7; W8x10 1 • (E)16/15 W8x10 W2 W24x t(E)1219 STL DECK.TYP 1 ' ____ ---___ (E)W16x45 r.,--1' (41E45 r/7 Ar77 68 L SEE 16/S6.1. TYP 4 PLACES (E)TYP JOIST 16H5 SEARS BUILDING A UNLESS NOTED OTHERWISE NORDSTROM (C 10-8 0-8 TS8x4 1/4 — 7\ NORDSTROM & SEARS SKYLIGHT ROOF FRAMING PLAN t 0 SEARS ENTRANCE FRONT ELEVATION (:) 411/4 SKYLIGHT CURB N 17• E INDICATES EXISTING OPEN WEB STEEL JOISTS TO BE CUT OFF :I W16x26 (E)1085 (E)W18x45 BELOW (E)W14x22 BELOW (E)W14x22 BELOW ()W16x40 liELOW (E)W14x22 BELOW (E)W2,84 (E)W12x19 (E)W12x19 (owl. 9 (E)W12x19 (E)W I 4x22 SEE g (E)16H5 (E)16115 2P-4 ® SEARS SKYLIGHT CURB (E)W14x22 (E)W14x22 I (EV)1x31 (0161-15 E W16x31 (E)16H5 , (E)W16x31 (E)W14x22 (E)W12x19 (E)W12x19 (E)W12x19 .__Lowtax4s (E)W12x19 • ED 6H5 (E)W16x W16x26 (E)16H5 W16x26 BELOW FRAMING BELOW. SEE 4.5 & 6/S2.2 (E)w1601 (E)W16x31 SEE ' 1 ' 4A6?; 16x31 1 1/2"x20 GA STEEL DECK 0 $ TS20x12x3/8 0 , TS20x12x3/8 0 — - — - — - — - H - — - — - — - — H — --- <1) 1 ED SEARS ENTRANCE SIDE ELEVATION 0 SEARS ENTRANCE FRAMING PLAN -03 ' ------- 1 1 SEARS ENTRANCE PARTIAL FOUNDATION PLAN KEY PLAN t E V: REID MIDDLETON, INC. JUL 0 9 1999 AS NOTED FIJILDING _MITHUN PART NE RS ANDERSEN BJORNSTAD KANE JACOBS • INC CONSULTING ENCINEEWS 17 DHB ACJ ACJ DDA TDP WONT& arnexr.ra. 0 ij 0 Z 1W1 13.1 B ,xwm ADDENDUM 11 ADDENDUM #2 PERMIT " SEARS ENTRANCE NORDSTROM & SEARS SKYLIGHTS 98294.00/98160.00 DATE 4/14/99 I: \98160\cad\scms2-2.dgn S2.2 , O __ r H r L - r - MAIN ENTRANCE LOW ROOF FRAMING PLAN 4. H NOTE: 1. TOS ELEVATIONS ARE TO BOTTOM OF STEEL DECK. 2. SEE 52.4 FOR HIGH ROOF FRAMING. 1 I r I I � I I LL . L_ � 0 I I I \ I I _ _I_a1 1 L_ — L_ (E) 511 ECAP _0`0x3'_0' DP a (E) PILECAP 3'- 0 "SOx3' -O DPJ - MAIN ENTRANCE FOUNDATION PLAN 1/8 -1 -0• N - ci: MAIN ENTRANCE FRONT ELEVATION T58x8 FAR SIDE W12 COL W18 FAR SIDE 0 1/8 =1•-0" 'D)EMILEMC iaI JUI;= ` 1995 REID MIDDLETON, INC. SIM MAIN ENTRANCE FRAMING PLAN O MAIN ENTRANCE SIDE ELEVATION O STD PIPE 3 1/2 E) W16 p FIELD WELD WI TH FILLET WELD ALL AROUND fC 3/8x8 i0 (E) W16. SEF_ 1/562 FOR DETAILS NOT SHOWN END BRACE ELEVATION KEY PLAN # t —I 06 Q T O z co 1 C V Z — O J— O 0 w 1 , 1 V O V CITY C" TUKWILA APPROVED JUL 091999 As SOLED BUILDING DIVITON ANDERSEN BJORNSTAO KANE JACOBS • INC CONSULTING ENGINCEPS DUB ACJ ACJ DDA TDP cam.. Vas s (306 r_crc eE FxxC30e, 627 3007 4 5/77/99 ADDENDUM )) 1 A 5/27/99 ADDENDUM #2 A 6/16/99 PERMIT MAIN ENTRANCE PLANS & ELEVATIONS 98294.00/98160.00 DATE 4/14/99 I: \98160 \cad \scros2 -3.dgn S2.3 A 1 J B SET 16x58 (E)Y16231 1 , (E)W1>sx45 (E)W14x22 C5 (E)w1422 19 199(3) ED9 LM(3) GH 91(3) 119 999(3) SH91(3) SH91(3) 4'73 41..ZIM(3) 9H91(j) 91191 (3) 9,131(1) - t 51191 C3) .91() .99(3) tInthq3) 9991(3) 00 IM(3) zzxaint(3) matm(3) LL.9im(3) ,/ Ivo tm13) zz.* im(3) ,e-,9 Ams ' „c■-,s O 0 1 40 901 90 tniow 901 3 �W14 911 3 tn 22 N \ 01499(3) Es 99 9 99 9 99 (3 ) ucE E)W24x68 9 190 199(3) 0991 (3) x31 sH9,(3) aint,43) tt: - At ixotm(3) \ Ny4 t 1.01M(3)11 GUT W12x14 do STL DECK 00 (E)W12 x 14 I GH91 3 x4 5 I 2 L o d° I o (E)W12x14 - > i do do ( \ 3 (E)W12x14 \ do do rI 56.1 /do do TOS EL 15' -3 7/8 -\ do I 77.. 563 d o ' E W24 I TOS TOS EL 15 - 3 7/8 ",-,, El 15' -1° "21 �'C�1[� 'o d tlo 3 W12x14 tlo eTt� \\ / \ /� E W (E) 14x22 i\I \I/ \ f do W12x14 I + 1518 - - �f-- - -trf--- W18 W18 CUT W12, 4 3. ( E)w1ax22 TS6x6x3 /16 (E)W14x22 i 556x6x3 /16 m CUT W12x14 W18 451 ■ 4N I ". _. �T _ ._ 4 1 I ^ O __ r H r L - r - MAIN ENTRANCE LOW ROOF FRAMING PLAN 4. H NOTE: 1. TOS ELEVATIONS ARE TO BOTTOM OF STEEL DECK. 2. SEE 52.4 FOR HIGH ROOF FRAMING. 1 I r I I � I I LL . L_ � 0 I I I \ I I _ _I_a1 1 L_ — L_ (E) 511 ECAP _0`0x3'_0' DP a (E) PILECAP 3'- 0 "SOx3' -O DPJ - MAIN ENTRANCE FOUNDATION PLAN 1/8 -1 -0• N - ci: MAIN ENTRANCE FRONT ELEVATION T58x8 FAR SIDE W12 COL W18 FAR SIDE 0 1/8 =1•-0" 'D)EMILEMC iaI JUI;= ` 1995 REID MIDDLETON, INC. SIM MAIN ENTRANCE FRAMING PLAN O MAIN ENTRANCE SIDE ELEVATION O STD PIPE 3 1/2 E) W16 p FIELD WELD WI TH FILLET WELD ALL AROUND fC 3/8x8 i0 (E) W16. SEF_ 1/562 FOR DETAILS NOT SHOWN END BRACE ELEVATION KEY PLAN # t —I 06 Q T O z co 1 C V Z — O J— O 0 w 1 , 1 V O V CITY C" TUKWILA APPROVED JUL 091999 As SOLED BUILDING DIVITON ANDERSEN BJORNSTAO KANE JACOBS • INC CONSULTING ENGINCEPS DUB ACJ ACJ DDA TDP cam.. Vas s (306 r_crc eE FxxC30e, 627 3007 4 5/77/99 ADDENDUM )) 1 A 5/27/99 ADDENDUM #2 A 6/16/99 PERMIT MAIN ENTRANCE PLANS & ELEVATIONS 98294.00/98160.00 DATE 4/14/99 I: \98160 \cad \scros2 -3.dgn S2.3 A 1 J B SET o o o e o o 24,-0" I _ .■ A A =[ ------- - - ---- ' 1 . -,- ---1--) ;11 '1,-----Th i'■., ri - 117 1:1 mv il is, III 1 1 1 ; 1 t :j I l 1 'I o— el- C>- 0- o- 0-' I j ISQLE, _ — — <I> <I> ! <I> __L_ <I> — ___. ..... _ _ — — \ 1 i , 1 1 ' , ' i . 1 . , , 1 '1 II: tit Ili I 1 f i N/ ,. !!! ■ f\ / '1' 1,! , th i , i ,,,,„7 li, N , v N , . , , , d , , 1 , , 1 , " , !, , : i i, I I I , I / i — , .. _..._ . _ , i I \ __ ___ i ,_ _ _./ I \__ _ i ■ _ <I> T — <> T ‘ 1 I I t I i II I r I I 52.3 FOR LOW ROOF FRAMING. —41 I— I 1 I ! I I I I I , 1 , ' I \'`-- -_ _ ... _li __ <I> 1Z1_ _ f nl' I . J . 11 1 _ 1 ( I I I 1 ' I , I! i I \ \III i 1 , i ' 1 . ._ 1.1 1 ; / 1 I . 1 ! I ' T64x4x1/4 HANGAR I BELOW W12x14 BELOW W12x14 W12x14 1 I I - I t ■ I I 1 I I 1 4 1 7 <1> I t 1! 1! 1: 9 it j 1 'N ,s4x 44, BELOW I W12x14 BELOW 2. TOS ELEVATIONS ARE TO BOTTOM OF STEEL DECK. TS W,43/16 BRACE PIP 5 PLACES, SEE 6/52.5 SIM MAIN ENTRANCE & BON COURT HIGH ROOF FRAMING PLAN N TLLTS STEEL TUBE CURB, Try W24 1/4 STIFF E ES 1/4 L ARGE SKyLiGHT I STE PLACES) FRAME I SOUGHT TS6x6 TO W24 SCALE 3/4 W24 TO TS6x6 0- SIM ED BRACED FRAME AT HIGH ROOF BON COURT LARGE SKYLIGHT FRAME 0 TS6x6 COL TO (E) CONC SCALE 1 1/2 TS6x6 REMOVE CONCRETE 6 SLAB TO 6 FROM I EDGE OF DROP PANEL. VARIES SEE ARCHITECTURAL DRAWINGS FOR DETAILS 1E IE B1 1 1 11 1 r 3 SIDE CAP E i/] 2 9 1999 4 BOLTS TS6.6 I REID MIDDLETON, 1610. BRACE AT W12 SCALE- 1/4"=1 24 1510x4x1/4 TS10x4x1/4 IS 6x6 TO (E) SCALE: 1 (E) UMBRELLA ROOF STRUCTURE & RIBS Ci) LARGE SKYLIGHT OPNG SEARS TYP KEY PLAN t 17 TYP SLAB PENNEY CITY OF TUKWILA APPROVED JUL 0 9 1099 AS NOTED BUILDh\IG DIVT310N P MITHUN *It OLIVE WAY crfi.VEILZ: 4FA G Ni 0.X AMAX DUB ACJ NOWWAWY ACJ ODA TOP MMU re DATE 4/14/99 oyallIge far NOW ANDERSEN BJORNSTAD KANE JACOBS • INC CONSUL T ENG ENGIN.. A 5/27/99 ADDENDUM #2 A 6/16/99 PERMIT MAIN ENTRANCE & BON COURT PLAN & DETAILS 98294.00/98160.00 k \98160\cod\scms2-4.dgn A Itli B S2.4 SET -- / TSax.: �ssa ow .3ti�ettow__�4x4w4sflLtow_ r_ — _may i �TSBv2x3 /IB y s o a .. ; � r o NORTH MALL ENTRANCE ROOF PLAN + EL 25'-6" O NORTH MALL ENTRANCE 1 -3" BELOW TOS 6 HIGH ROOF MAM ENTRANCE BRACE DETAIL TS4x4'S TO TS8x4 1. ..VANIZE ALL STEEL EXPOSED TO .TH :FEATHER. CO W16 (E) W74 NOTE: i. S2.5 FOR T54x4 EE 12/5 CONN SEE NOTE TS8x4 TO (E) W14 TS4x4 BRACE, SLOT ®IC 3/e 83/8 w 2 BOLTS, 1 SEE NOTE GUSSET F 3/0 NOTES: 1. ALL BRACE CONN BOLTS SHALL BE 3/4" DIAMETER. A325 —SLIP CRITICAL CLASS A. PROVIDE OVERSIZED HOLES. 2. EDGE OF E3/8 SHALL BE 1" CLEAR MINIMUM TO COL. BEAM OR BRACE. 12 TYP TS4x4 BOLTED CONN NO SCALE NORTH MALL ENTRANCE ELEVATION O SIDE ELEVATION NOTE: 1. SEE 12/52.5 FOR T54x4 CONN TS8x4 & TS4x4 TO (E) W16 O TS4x4 TO TS8x 8 NO SCALE NO SCALE TS8x4 TO (E) W14 NOTE: 1. S 12.5 FOR TS4 x4 2/5 CONN TS4x4 NO SCALE TO TS8x4 & TS8x2 O TS8x4 TO TS8x2 i NO SCALE NOTE: (1 Jo R ,,,i, F. 2 9 1995 REID MIDDLET ;' CC. 1. SEE 12/S2.5 FOR TS4x4 CONN TS4x4 TO TS8x4 NO SCALE KEY PLAN T TS8x2 HORIZ L2x2x1 /4x0• -3" EA SDE K3/8 FS BRACE TSBx4 S.T CITY OF T +JR.WILA APPROVED JUL D 9 1999 AS NOTED 6URDRIG DIVISION Ni ANDERSEN BJORNSTAO KANE JACOBS • INC CONSULT NG ENGIN. PS I O OC C ' Q Z == J L O cc C ' o w Q � w � AVOW A ©J 8 A \ 5/27/99 ADDENDUM #2 A 6/10/99 PERMIT DHB ACJ ACJ RUM BOO" DDA TDP NORTH MALL ENTRANCE PLANS & ELEVATION 98294.00/98160.00 DATE 4/14/99 I: \98160 \cod \scros2 -5.dgn cxxx2xmno S2.5 SET (E)11/16.1 ; S E W21x68 M 1 (E)W16x31 W10412 ADD C9x15, TYP O W21 ADD C8x11.5. TOP O W16 W10x12 (E)10H4 16' -8 (E)W14x68 (E)W14x68 L (E)W14x68 BELOW (E)W16x31 S EE 2 FOB S KYUCHT CURB (E)W14x22 BELOW (E)W14x22 BELOW (E)W14x22 BELOW (E)W12x14 (E)W12x14 (E )W 12x 14 ------- -- (E)W12x14 ------ -__ ., i -- (E)W12x14 -.�.. -"---- (E)W12x14 - -- - - (E)W12x14 ---- JCPENNEY BUILDING (E)W12x14 (E)W12x14 (E)W12x14 (E)W12x14 (TYP) JOI (E)645 UNLESS NOTST ED OTH W16z26 SEE 2/52.6 FOR SKYLIGHT CURB W16z26 W16z26 21' -4 (TOP) JOIST (E)1645 N � • UNLESS NOTED OTHERWISE W16x26 W16 26 NOTES: ml W 1. ACTUAL (E) JOIST CONFIGURATION TO BE FIELD VERIFIED & L2x2 ORIENTATION ADJUSTED AS REQUIRED. 24' -0 I 24' -0 O (E) JOIST TO W16 (E)W14x68 BELOW (E)W14x68 (E)W14x68 SEE 1 5.6 U FOR SKYL C RB (E)1004 (E)1OR4 WIOx12 Cil) MAIN MALL SKYLIGHT CURB W1/4 3 STD PIPE W/ BASE 11 /205 1/2 x0 -6 1/2" W/ 2 BOLTS (OFFSET BASE TE AWAY FROM CO JOIST) SHIM AS REO W16 ¢ 416 2 1/4 A -t- (E) W24 21' -4 TSBx4x14 L2x2x1 /4x1' -0" L4x4x3 /8z0' -6 W/ 2 BOLTS TO W8 A MAIN MALL & JCPENNEY SKYLIGHT ROOF FRAMING PLAN JCPENNEY SKYLIGHT CURB SECTION 7A -7A 1 56 57 58 24' -0• 24•-0' 24' -0• NOTE: 1. TURN FLANGES UP AT (E) W16x36 & W21 x68. W24 NOTE: CHANNEL TO (E) W BM 1 1 /2 " 3/4 GRIND FLANGE ONE SIDE 1. SEE 1/56.2 FOR DETAILS NOT SHOWN. O W8 TO W16 & (E) W24 O W24 TO (E) W24 5/16 (E)W14x22 BELOW _ (E)W14x22 BELOW (E)W14x22 BELOW . (E)W14x22 BELOW 3 SIDES (E) W24 _ W i 6 TO W24 © SKYLIGHT O (E) W24 TO W24 GRIND FLANGE ONE SIDE NOTE: 1. SEE 1/56.2 FOR DETAILS NOT SHOWN. 1 1 /2•x 20 STL , SEE 2/52.6 FO DECK, TP 3 CA PLCS j SKYLIGHT CURB R NOTE: 1. • INDICATES EXISTING OPEN WEB STEEL JOISTS TO BE CUT OFF. SHORE (E) W12 TO W12 24' -0 (E) EC 1/2" STL DK 1 (E) W12 II: LVAEWEn JUN 2 9 1999 REIG ",i':DI.ETON.INC• SEE 2/5.6 F OR SKYLIGH CU KEY PLAN t 22' -11 1/2 (E)W14x22 BELOW _ (E)W14x22 BELOW A 1_ SEE 1/56.2 FOR DETAILS NOT SHOWN. 2_ FIELD DRILL (E) W24 FOR BOLTS. OPTIONAL TO FIELD WELD CONN ®. CONTRACTOR'S OPTION. sz MITHU PARTNERN S ' -B 1/4 --0 I /2 I 3% CITY OF TUBBER APPROVED JUL 091999 AS NOTED BUR.ONJG 01 310N 0 V z T z Q 1L 11 _L oo °° ix w 0 Q v V ffi ANDERSEN BJCRNSTAD K ANE J E CDBS •INC CONSULTING DH8 ACJ ACJ DDA TDP a^ 5/17/99 !! /'\A 5/27/99 98294.00/98160.00 DATE 4/14/99 1: \98160 \cad \scros2 -6.dgn A IJ B ADDENDUM #2 PERMIT - MAIN MALL & JCPENNY SKYLIGHTS S2.6 SET BASE IE & AB SCHEDULE COLUfW SQE BASE PLATE ANCHOR BOLT TS6x6 It 3/4x1' -0" SO 4- 3/4"DIA A307 EMBED 8" MIN TS8x8 It 3/4x1' -2" SO 4- 3/4blA A307 EMBED 8" MIN m4,4 Ft 3/4x1' -8" SO 4-3/4"DIA A 1 7 EMBED 8" MIN WB It. 3 /4x9xr -0 4-3/4bIA A307 EMBED 8" MIN W12 ft 1,12x7' -6" 6' -34 DL A307 EMB 1' 3 MI N J - I , V N / ,t ` __ 5- NTBOT &5- B5TOP TYPE SIZE REINFORCING V 2 0 "x2'- 0 "x1' -0" DP 4 - #5 EW BOT 5- NTBOT &5- B5TOP B 2'- 10 "x8'- 6 "x2• -6" DP LONGIT, 9 551 NS T & B TRANS TS COL W8 COL (E) PILECAP O BASE PLATE & ANCHOR BOLT SCHEDULE O W12 TO (E) W12 SEE NOTE #1 NOTE: 1. CORE DRILL CORNERS._ DO NOT OVER CUT CORNERS. SAWCUT 0 END OF DROP PANEL 0 ------- 11,1111111111111111111.1 ■■■■■g;;! ''�•• GRADE BEAM i -4 - #5 4-/7 BOT BARS GRADE BEAM TO (E) PILECAP W12 COL 3 2 �CONC. '1.49 4. SWF (E) 9 1/2" CONC SLAB L_) 14 S0RR 0 6" NOT HO $IOE 14A 14A NOT SHOWN FOR 3/ ' 1 1 /�� CLARITY (E) VALLEY BM /-4-#6 TOP BARS 4 -/51 LA #4 STIRR 0 10 SEE FND PLAN & FTG CHED FOR SIZE & REIN TYP TS COL FTG DETAIL 14A -14A r CORE DRILL CORNERS. DO NOT OVER CUT CORNERS. W10 SHEAR 1 & BOLTS, SEE i /56.2 ® COL TO (E) CONC SLAB 5/16 T OR W COL. SEE 7/56.7 FOR BASE q! & AB 3 NON- SHRINK GROUT (E) SLAB DRILL & EPDXY GROUT THREADED RODS 14 W10 TO (E) VALLEY BEAM 15 3/ W BEAM TO (E) W BEAM GRADE BEAM TO (E) PILECAP 10 NOTE: L2x2 3/4 ", 0" $PUCE W/CBARLOK COUPLER EA END EOUAL 1. SEE NOT SH1/OWN56.1 2 FOR DETAILS FOOTING SCHEDULE EOUAL 1. SEE 6/52.6 &7/52.6 FOR DETAILS NOT'SHOWN. 6 TYP TREE GRATE OPNG C� 20 'EE GRATE OPNG © GRID M 21 EDGE OF SLAB © 2 TREE GRATE DETAIL (E) 9 1/2" CONC SLAB @ (E) 9 1/2" CONC SLAB TREE GRATE (E) #5 REINF AT SIM SPLICE (E) #5 TOP BARS OTES: 1. ALL BRACE CONN BOLTS SHALL BE 3/4 DIAMETER A325 -SLIP CRITICAL CLASS A. PROVIDE OVERSIZED HOLES. 2. EDGE OF IC3 /B SHALL BE 1" CLEAR MINIMUM TO COL. BEAM OR BRACE. BOT BARS GRADE BEAM SECTION 11 SIDEWALK EXTENSION 12 (E) CONCRETE SLAB OPENING INFILL TYP BRACE BOLTED CONN @TYPTS BRACES TO BM NO SCALE JUN 2 9 '999 iU REID MIDDLETON, INC. CITY Of TUKWILA APPROVED JUL 0 9 1999 AS SOILS UILDFN3 DIVT3I0N M ANDERSEN BJORNSTAD KANE JACOBS • INC CONSULTING ENGINES. 7,\ 5/17/99 A \ 5/27/99 6/16/99 DNB ACJ [w. ACJ D TDP P MRTHIIN TEC TO[E TAx(106) 613 1005 wG ,w TE[w0[ 1 1 00 z 111 a L c Z 00 co o CC C ' 0< O M o v LAM I� FRAMING DETAILS ADDENDUM #1 ADDENDUM #2 PERMIT 98294.00/98160.00 DATE 4/14/99 1: \98160 \cad \scros6 —T.dgn S6.1 A ©J B SET BEAM SIZES HSB REVD SHEAR 8 THICKNESS WELD SIZE HSB SIZE & TYPE MC12. WS TO W12 2 3/8 5/16' 3/, DIA -A325N W14, W16 3 3/8' 5/16 3/4' DIA -A325N vat 4 3/8' 5/16 3/4 DIA -A325N W24 5 3/8° 5/16' 3/4° DIA -A325N SHEAR R LAYOUT WHEN BUS FRAME INTO BOTH SLOES OF GIRDER W BM L2 1/2x2 1/2 BRACE (E) JOIST TO BE REMOVED L4z4 13iWN JOISTS NO SCALE SHEAR E S, c LAYOUT WHEN 6/56 2. \ BM FRAMES TYP INTO ONE SIDE OF GIRDER ONLY DETAIL 13A -13A r' EXIST JOIST 13 -A TOP CHORD TO REMAIN TS20 TO COLUMN 19 SEARS ENTRANCE SHEAR R BOLTS. SEE TABLET, TYP MS SEE 6/56 -2. TYP W GIRDER (E) DECK TS2ox12 (E) W24 W BN NO SCALE A 3 SIDES 5 1/2 SHEAR P & BOLTS, SEE 6/S6 -2, TYP 3/16 L2 1/2x2 1/2x3/16 SEE PLAN FOR LOCATION (E) W 24 (LOCATE ADJACENT TO (E) JOIST) 13 GRIDS OR AT 14 W TO (E) GIRDER 15 SKYLIGHT GIRDER TO NO SCALE NO SCA 20 TS20 TO COLUMN SEARS ENTRANCE NO SCALE TS20x12 NO SCALE NO SCALE TS8x4 SEE ARCH FOR ELEV 3' DIA STD PIPE C12x10.6 ®SIM CONN ONLY 3/76 (E) W16 TS12x4 753x3 7512x4 R3/4 4 BOLTS TS8x3 NO SCALE NO SCALE NO SCALE TS8x4 W16 O TS BMS TO TS COL TS BRACE TO TS BM 21 MAIN ENTRANCE 22 MAIN ENTRANCE SEE ARCH FOR ELEV 3' DIA STD PIPE TS8x3 W COL CP, T &8 STIFFS• TYP W BM W COL NOTE: 1. ATROOF, USE COL CAP R IN LIEU OF TOP STIFF ES TS14x14 COL NO SCALE 2 -3/4' MACH BOLTS. INSTALL FINGER TIGHT NO SCALE 'I� I SECTION 17A -17A NO SCALE TS10x4 W BM 6/56 -2. TYP SHEAR E & BOLTS. SEE 6/56 -2, TYP TYP GIRDER OVER COL O TYP BM TO COL FLG O TYP BM TO COL WEB 10 TYP GIRDER COL OVER 1 1 MOMENT CONNECTION 3' DIA STD PIPE 3/B' E W/ 4 -i/2" DIA EOP BOLTS (2 1/4' MIN EMBED) SEE ARCH FOR ELEV 3 DIA STD PIPE 3/4 GROUT (E) CONC UMBRELLA ROOF, EL 58.50 23 TS COL TO (E) CONC MAIN ENTRANCE 2-I / 2° Y /E ANCHORS O 6 ° OC (2 1/4606 EMBED) 3/16 BENT Ft EA SIDE W COL W BM STIFF EE5. T &B. THK TO MATCH LARGER. W BM FL. W BM W COL NOTE: 1. AT ROO USE COL OFP E IN OF TOP STIFF R'S A 1� ,1 � I�I JON 2 a 1 REID MIDDLETON, INC. NOTES: 1. ALL H56 TO BE FULLY TIGHTENED. 2. FABRICATE SHEAR ES WITH HORIZ SHORT- SLOTTED HOLES AND BEAMS WTTH STANDARD HOLES. HSB VERT SPA = 3 MIN, EDGE MST = 1 1/2" MIN. M TO TYP BM CONN ECTI O GIRDER O2 MOM ENT CO G ON ® C OL WE ROOF BEAMS TO O4 COLUMN CONNECTION O5 TYP BM OVER TS COL ()SINGLE PLATE SHEAR CONN NO SCALE NO SCALE ON NO SCALE ( 23 SECTION No scALE CP. T &B sTF TYP PLAN STIFF E. TYP W BM SHEAR R. TYP MS W BM SEE 6/56 -2. TYP SHEAR F[ & BOLTS. SEE 6/56 -2, TYP 12 TYP BEAM TO COL WEB MOMENT CONNECTION 16 W BEAM CURB TO 17 E) CONC ROOF TO SKYLIGHT 18 MAIN ENTRANCE PLATE 7512x4 (E) CONC STRUCT . f Coe — (E) CONC STRUCT 13/16 VERT SLOTTED HOLES 7514x14 COL CJP, T &B FLG. TYP CITY OF TUKWILA APPROVED JUL 091999 As NOTED su DING DIVISION MITHUN PARTNE ::;; OLIV 0 E E 5 0 ( FAZ(1041 427 7005 f.IENFO DNB AC C J . ACJ JIMMTSOOX DDA TOP WEFT MM.' J I Q 0 d 0 z pc, ILY1 J� C4� 0 0 CC C� Wi 0 Q tug W ANDERSEN BJORNBTAD KANE JACOBS • INC CONSULTING ENGINEER, TEL: 206-340-225. 7 5/17/99 ///2 5/27/99 6/16/99 FRAMING DETAILS 98294.00/98160.00 DATE 4/14/99 1: \98160 \cad \scros6 -2.dgn flE WOE S6.2 %31 woxm ADDENDUM 91 ADDENDUM #2 PERMR SET ®® W12 COL 13 00 TS6x6 TO W12 TS6x6 BRACE AT GRID S.5 O TS6x6 TO (E) W6 COL TS6x6 TO (E) W6 & . x • " A C� L3x2 1/2 MAIN ENTRANCE O SECTION A -A 26 TS6x6 TS6x6 (E) W12 BM 1a 4 W GUSSET C 3/8 R 5/8x5x1 • -3' DRILL & EPO4Y RODS. EMBED Ts 6x6 8' MIN GROUT 2 -3/4' MA _ AW \ N A307 THREADED G USSET E 3/8 NOTE: 1. AT SIM USE BENT R 5/16 WITH 4' LEGS IN PLACE OF L4x4. GROUT SOLID BETWEEN R3/8 & (E) COL SHEAR FE TS6x6 BRACES TO (E) W12 BM TS6x6 TO TS6x6 SECTION A DRILL & EPDXY GROUT 4 -3/4' DIA A -307 THREADED RODS, DO NOT CUT ANY (E) REINF O ROOF INFILL BY SEARS O W16 TO (E) CONC COL ABM_. O TS6x6 TO W4 POST ( TS6x6 TO L3 1/2x3 1/2 4 TRUSS MEMBER 27 W12 TO W BM O INFILL C� (E) SKYLIGHT GRID 24 & 27 11 TS6x6 TO (E) W10 & W16 3/4'=,' -0' 0' E EG III hi 111 JUN 2 9 3999 REID MIDDLETON, INC. CITY OF TUKWILA APPROVED JUL 0 9 1999 AS NOSED BUILDING GIN °ION M o a n p CUT W12 TO W12 W th Ire ANDERSEN BJQRNSTAD KANE JADDBS • INC CONSULTINGENGIPMEIM Q o z co Mil 9 =J' 0 C A 5/27/99 ADDENDUM #2 A 6/16/99 PERMIT DNB ACJ ACJ DDA TDP FRAMING DETAILS 98294.00/98160.00 MECT DATE 4/14/99 1: \98160 \cad \scros6 -3.dgn S6.3 SET f. CONTAINER GROUP E -TYPICAL OF 10 4-6" ROTATED SEASONALS 2-14' RAPHIS EXCELSA 3.5 HT, 2.5 SPD PLANTER BED 0 -TYPICAL OF 4 CONTAINER GROUP C -TYPICAL OF 4 CONTAINER GROUP B -TYPICAL OF 3 PLANTER BED A -TYPICAL OF 6 r 1 0 2-2417 CONTAINERS 11' I 1-36" DOUBLE ADONIDIA - 24 IN TREE GRATE 2-3021 CONTAINERS 2-14" RAPHIS EXCELSA 4'-5• HT, 3" SPD 1-4827 CONTAINER 7-15" SPATH STARLIGHT 1,5' HT, 1' SPD 2-3021 CONTAINERS ,\ C O N 2-2417 CONTAINERS 2-14" AGLAONEMA 'MARY 2.5' HT, 3' SPD / ' , / ' 8 4-6" ROTATED SEA!ONALS I 0 C- - - - 1 17" HOWEA FORSTERIANA -- -- 6 HT, 3' SPD ANN' 0- 0-- - - - - - - - - - 0-- - - - - 8 1-36" DOUBLE AD(INIDIA - 24 IN TREE GRATE PMTIALMFL001t! NORDSTRON 0 a if - - F - _ _ 0 1/16 • 1 0 c.1 ET, •— csi = „JR.. I1DS$ KEY PLAN . I XX XX • X X DAT \tr z z r. 0 E \g8284 \CAD \ IL20 > z LILA 0 z A w 0 C„f) FOR PERMIT ONLY Wpar:421:AS inr:cr TO REVIEW AND MODIFICATIONS BY, GOVERNMENTAL AGENCIES INTERIOR LANDSCAPE FLOOR PLAN S 199 982g, 00 APR PERMIT CE.TE, IL-2.0 BSr NOT FOR CONStkUCTION:::-- 4-5 ROTATED SEASONALS 0 PARTIAL FLOOR PLAN @ BON MARCHE COURT 1 - - - - "-- - •• .h.. -...---- --m...........,- ...:... 111= lic - - ,- --....- , -------Nosur • • . • - ' ,..-1. in • ''' in. ...... .....111 o "...zei,1 • 11 NH ' . 1 . . SLL....... =■1 CIIIIIIM=ICIO • 011/111= .211110.S r77111.1 r. , . • 2-17" RAPHIS EXCELSA 5'-6' HT, 3 SPD • CONTAINER GROUP F -TYPICAL OF 2 1-3021 CONTAINER 1-17" RAPHIS EXCELSA 5'-6' HT, 3' SPD 2-2417 CONTAINERS CONTAINER GROUP G -TYPICAL OF 13 2-3021 CONTAINERS KEY PLAN SHT A2.1 2/SHT A22 (1.L ® Z Z , 0 0 , a Z fl :C- 0 - 0 ---- - X X X X X X 7 NOT FOR CONSTRUCTION FOR PERMIT _ ONLY z 0 0 w 0 z z w THIS DOCUMENT HAS BEEN PREPARED FOR PER. APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES INTERIOR LANDSCAPE FLOOR PLAN 082,g4oc YPR 1 9 1999 DATE E:\ 98294 \ CAD\IL26' WW1. NA,If nATI CENTE IL-2.1 uwca \ to Existing D 0 t %rag;" r X I g Location. �t Sign ( 9 Gt,-74. `II*" ' \ a "" u n ( go °' rill t vosny� 7; Face A neuter nc ..>:S. � ,r_nn. } Mal., "a 'p ImaWin ll unto E. imatimma :II■■MIllo ■ •C 1111 ■•!'■1•■ J■uu *1■111 stlon I■1 ■■ I■\1O MERE luuOD =Z' -.al I� I I�� -411 4011 11 ,111 /IM • . I � i App osimate t d I Food Court Directional non NEW SKTLI HT SEE MSTCR7 WINDOWS IT TTP 4 PI err=% Structural Plan of Mall Court at Lines 40 - 42 and Lines L - N Scale: 1116" =1'-0" Existing bear above; erify beam ....don and beam and Flange dimensions 3/8' x 6" wide gat steel bar bed as shown All welding to Ire done by W.AB.O. State cernfied welders Ed Seismic Sway Joint Detail Scale : 3" = 1'4P C New location f - Food Court DirecMnal Sign Suspend Food Court Directional Sign from Existing Be= Above \ 3/e" x 251 + /- x 6" plate New location of Food Court Directional Sign Suspend Food Court Directional Sign from Existing Beam Above 2" plated m.boltr weld to upper plate; qty: 2 ® each plate /pipe 1/r nut k lack washer, qty: 2 e each plate /pipe MIN MN 2 -3/8" o.d. steel pipes, 0.154" wall, 3.65 /I/ ft.; solid -weld to 3/8" bent plate; gty: 3/8" x 2 -3/8" x 5" splice plates; slot pipe 2" to receive plate; mild weld at all contact surfaces; identical assembly at lower 1/2 of joint; offset splice plates about centerline of pipes to maintain loading on centerline 1" x 2 -1/2" plated m.bolt with double nuts tightened against each other 2 -3/8" o.d. pipe 3/8•' x 2 -3/8" x 5" splice plate 2 Reflected Ceiling Plan of Mall Court at Liles 40 - 42 and Lines L - N Scale : 1/16" = T'-0" u 1 0 I O m O Ck Oe Os c; 0 0 V (D I V I V ew' • V) CI OR ■ I. r I bar 5'A' 6'-63;6' FAMILY RESTROOM I101I 2' -5 I I EXISTING PLUMBING CHASE MEN'S RESTRO I 102 I M Scale : 3/4" I H Sign Type R Restroom Faucet Decal at Centerline Of Each Faucet II f I Sign Type Family Restroom Sign Type M Chid Restroom Enlarged Sign Location Plan of Family and Men's Restrooms Scale: l/4 " =1 -0" P ExisMg beam above; verify beam elevation and beam and flange dimensions Verify approximate Bite of existing or remodeled ceiling seal -tire conduit through joint area See Seismic Sway Joint Detail 2- 3 /8"o.d. steel suspension pipes, 0.154" wall; 3.65 rift. 60.625 center to center Elevation of Structural Suspension of Food Court Directional Sign Neon Tube Pattern Scale: 3/4 =1'-0 Scale: 3/4 "= 1'-0n Steel coupling Existing double -faced internally illuminated Food Court Directional Sign to be relocated and modified Add two exposed surface-mounted arrows of high - output bright magenta neon tubing, one arrow stood off each oppceite fare of the sign approximately 2 ", with all ...ides, connections and tube returns concealed or painted out to the greatest extent possible Face A Elevation of Food Court Directional Sign 1111111 3/8"x25 + / -x 6" plate x 6" wide flat steel bar bent to wrap beam flange Remove existing "RAINIER" pan channel letters and neon from each face of existing sign; and replace with new To FOOD" IT pan channel letters in the same typeface font style, painted PMS 6326 Gloss Teal with single -tube turquoise neon behind. Bottom of Food Court Directional Sign at 14• -0" above mall finish fi.r SSign Type R Restmom Faucet Deal t Centa•:1ine of Fadi Faucet Family and Men's Restrooms Key Plan No Scale J Section through Food Court Directional Sign Scale : 3/4" = 1' -0" Sign Type A. Men' Restroom I- EXISTING JANITOR CLOSET Furnish and install new Sign Type Fl on fascia over entrance to Publ_Co, ^or from Mall -s Scale :1 1 Women's f4 - Furnish and install new Sign Type F2 on fascia trance to Public Corridor from Mail Sign Type Fl: Public Corridor Sign Sign Type F2: Public Corridor Sign Scale : 1" = icr Center Sign on Fascia Sign Type R Restroom Faucet Decal at Centerline of Each Faucet WOME RESTRO OM I 103 I WOMEN'S RESTROOM 0 0 0 0 Enlarged Sign Location Plan of Women's Restroom Scale : 1/4" =1' -0" MEN'S & FAMILY RESTROOMS TELEPHONES • LOCKERS Center Sign on Fascia Sx:ft;T Public Codor Sign shall be individual dimensional letters and symbols of min. 1/r thick acrylic, face-painted to Verify copy and symbols with ZZ Design Inc prior to fabrication. Provide signs where design.. by "Fl" on Sign Location Plan drawing(s). See other details and notes re: sign construe., typeface, pictograms and scope of work Quantity of signs required on this project:1 Sign Type FT Public Corridor Sign shall be individual dimensional letters and symbols of min. 1 /2" thick acrylic, facepainted to match Sherwin - Williams SSW -1063 Capuccino and edge painted to match the color of the surface to which they are applied. Surface punt letters and symbols to the appropriate drywall fascia, secured by appropriate adhesive or mechanical fasteners, stied and arranged approx, as shown. Verify copy and symbols with 2Z Design Inc. prior to fabrication. Provide signs where designated by "FT" on Siysy Location Plan drawing(s). See other details and notes re sign construction, typeface, pictogram: and scope of work Quantity of signs : -T ;ed on this project 1 XX X Gl 1 s• s e 4/15/99 BID /PERMIT SET a DESIGN INC. 00 P 0 eh tug 0 z w 0 0 0 w w z � < �p pp pp I1 9 s°t;)/2 Z FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BT GOVERMENT. AGENCIES SIGN LOCATION PLANS & FOOD COURT DIRECTIONAL SIGN 08254.00 rlTV OF 1, Flu MILT AL 4/15/99 APR 1 1999 rx PERMIT CENTER SET . 2r I IS i ('. Symbols r V. MEN r>si� �a-eraate 4- ,. Sign T.1-c 3 M14aos Reslro®n Sign shat ...tall plaque sibs 9- x o w; i; 2 rod. aor:srs cast, laminar. or rtixd r rase gra -dam con', Grade 2 braille g border 1132" mat. Serene "g'0 by- app p. -rate adhesive to wall surface adjame. to res., crass- av or to Etch side of res:rnann door with sign ceaedme 5 above fitrsb fieor kn. Rvrnidesig.•es 1,4,2 s des(grusd by letter an R en Sgrn Location an d. g (k See other details and neon re: sign owuhnactim, typeface pictograms and scope of wink. Background color. Shemin-Williams r•V -] Capooreo. Cape cok,r. Sherwin- IWiliiams RSIV -1004 Pure Whim t ,uird n th,project t Sign Type A: Men's Restroom Sign Scale :3 =1•-0" i r ° MALL HARE OR LOGO ° -1- • Scaler 1- 1/T=1 .9u UEI FIRE VALVE RRE REREGIASHEH 2S Sign Type G: Receiving Area Sign RECEIVING AREA X STORE ADDRESSES X000 TO X000 X000 TO X000 0 0 �nn�II x ❑� 1L Sign Type P: Fire Equipment Cabinet Sign Eq'y..l Appmxt75 Eq w Sign Type P: Fire Equipment Cabinet Sign shall be computer -cut self - adhesive high - contrast vinyl letters applied directly to the fire equipment cabinet The sign sha be surd and positioned approximately as shown Provide signs at every fire equipment abinet throughout the project See Doha derails and notes regarding sign construction, typeface, p=togmms and scope of work f•sr hu'dher " mtorrarioa G¢ v r7 C ) 4 Sign Type G: Resetting Area Sign shall be wall sip of mm D.08, sheet aluminum with 1/- rad. comers, finished in acrylic polymeihmse enamel or equivalent. with graphics of eam,tencut ext®r vinyl or semen-pa,. arylic polyurethane. Copy shown merely rltositam-o: verify all copy prior to fabriratktn Secure sign by mechanist fasteners at comes to wall surface _.hares... Provide signs where dmignard by letter 'G" on Sign Location Plan drawing(s). Sex air: deoik and notes au sign construction, typeface pictograms and scope of hock Background mk,r. Shemin-Wdbzms OSW -1004 Rue Whine. Copy color. Sher win- Wduiarns RSIV -1063 Capucdno Quantity of signs regMed in rtes project 0 r Deems r Letters r tnt<rs P riettm Sale: 9• Sek.. WOMEN Sign Type B: Women's R<stroom Sign shall be wall plaque s(gr0 9" x 9" w/ 112 rod, comers, cot. laminatd or etched to mice gophko. copy, C=do 2 braille & border 1/32' min, Some sign by appmpnate ahesiv m wa0s2r a ler: o restroomamaswayo rt latc h side of ream, door with sign centerline 5' -0" above fresh floor lee.. Provide 0gns where thmipatod by letter B" on Sipe Lotion Plan drawing(s). See other details and rotes : sign construction, typeface, pbdogmms and sonppee of work. Backgrohmd color. Sherwin - Williams t5W -1063 Caputtino. Copy color Slw•rw Wihiams #SW -1004 Pure White. Quantity of sips Impaired in this project I Sign Type B: Women's Restroom Sign ROOM NAME A100 r 1 Quantity of signs required in this project: O Sign Type H: Function Room Sign Sale :3" = 1'-0" NAME A100 0 0 1• M6Umum S, Type C: Tenant Rear Door Sip shall be wall plaque sign of height 3 width required m accommodate copy w/ 1/2" rad. comers. cast, etched or laminated to raise gmphia, copy, Grade 2 braille and border 1/32" min. Copy shown is illustrative; verify copy prbr to fabrication. Secure interior signs by approprate adhesive, exterior signs by mechanical taste . at comers, to wall surface adjacent to latch side of door, with sign centerline 5 above finish floor level. Provide signs where designated by letter "C on Sign Location Plan dowhV0(s). Son other details and notes re: sign construction, typeface, pictograms and rope of work Backgrwmd color. Sherwin - William 4SW -1063 Capuccno. Copy color. °-:erwin: Williams 45W -1004 Pure White. Quantity of signs required & this project: 4• Sign Type C: Tenant Rear Door Sign Scale : 3 " =1' -0" Sign Type H: Function Room Sligo shall be wall plaque sign of height & width required to accommodate copy, with 1/2" rad. comers, cast, etched or laminated to raise gmphia, copy, Grade 2 braille and border 1/32" rain. Copy shown is illustrative, ve ify copy prior to fabrication. Secure 0terior signs by appropriate adhesive, exterior signs by mechanical fasteners 0 comers, to wall surface adjacent to latch side of door, with sign centerline at 5 -0" above finssh floor level Provide srg s where designated by the letter 9d" on the Sign location Plan drawing(s). See other details and notes re: sign construction, typeface pictorams and scope of work Background color. Sherwin- Williams 45N' -1063 Capuccino. Copy color. Sherwin- Williams 451V- 100I Pore White Scale: 1/3 Actual Size / AUTOMATIC Place Hands Under Faucet To Start Water Flow / Sign Type R Restroom Faucet Decal shall be an elliptical adhesive-backed vinyl decal approx. 21/2" w x 11/8" h, with dark brown background and bright white copy of Helvetica Narrow typeface arranged as shown in cox. 0.44" app hand 031" h letters, affixed to the restromm mirror centered immediately above eme faucet center ' rhne. Quantity of decals required in this project: 17 Sign Type R: Restroom Faucet Decal Actual Size rN- 6.23 61S EMERGENCY EXIT ONLY] Quantity of sigurs required in this project 1 Type I: Emergency Exit Sign Scale: 1/4 Actual Size LONGER NAME A100 VERY LONG :27 TEN ANT ' JS• NAME LS" Letters A100 r 1,etters .....:: + ',Braille. Sign Type h Emergency Exit Sign at Public Corridor Doors shall be door plaque sign of the approx. height 8 width shown with 1/4" rail comers, cast, etched or laminated to raise copy 1/3r Secure sign by appropriate adhesive to Public Corridor Energemy Exit door, centered on operable door leaf with sign emteriine 541' above finish Boor level. Provide signs where designated by letter T on Sign Location Plan drawing(s). See Mier details and notes sign construMon, typeface, p&togrmrs and scope m( work. Background color. Sherwin - Williams 415W -1063 Capuccino. Copy color. Sherwin-Williams SSW- 1004Pure White. Entrance Door Decal A shall be a square adhesive-backed vinyl decal, rotated 45 degrees to a diamond position. Decal shall measure approx. 8A W 5" on each side, with "' of "Welcome" set in Signet Roundhand Italic ce Bold or IT all other body copy except set in either RC Fenice Buld or RC Fen. Regular typeface, in the approx. capital ital letter heights of 1.85 ", 0.96 ", annd d 0.35 ": and "Jefferson Mall set in Avant Garde e Book Oblique ice arox. 130" high. All copy shall be bright white on asolid background to match Sherwin- Williams Paint color #SW -1063 Capuccino. Decals shall be centered on door glazing width, and centered a 5 above the fever, where designated on these drawings and Sign LocaAon Plants/ ( 567 DG ") Entrance Door Decal A 1r 11" 1S 17S \J' DIAPER CHANGING STATION Scale: 1/4 Actual Size IL^ t om• 1 7AF Symbol I 576 ". 5/6" Letters Sts. Let, 5/14" sin. Leiters m6" The Diaper Changing Station Decal Mall be of durable self- adhesive vinyl with a background color to match Sheiwbn WiOmos Faint color f15W 106? Capuccino, ate wide copy and symbol color of pure white coil shall be applied to the outer surface of the s appropriate re hands toilet tall ropna P1� paubh ns or where designated by the letter '7C "on the Sign Location Plans) centered - on the stall door width and centered 5 above the finish floor elevation. The copy - Diaper Changing Station" and handicapped symbol shall be arranged and Med approximately as shown, and all copy shall match the typeface shown, Helvetica Narrow (or Cond..) Bold. Quantity of decal: required in this project QS Sign Type K Diaper Changing Station Decal Seale: 1/2 Actual Size Seale :3 1 Entrance Door D.xal 8 shall be a square adhesive-hacked vinyl decal, rotated 45 degrees to a dia.,. position. Decal shall measuni approx. 8.45 on each side, with "T' of "Thank you" . set . Signet Ruu ndlrand Italic tv etaco� ll rimer body copy except set in either ITC Fenice K^ , F d f ace, in the Bold or ITC Felice Re I -, r typeface, in the 5u YP ef a iml letter heights of 9 approx. c p 1.85 ", U. 6, and 0.50", and b "Jefferson Mall" set u. Avant Garde &xik Oblique typeface approx. 1.30" high. All copy shall be bright whist on a solid background to match Sherwin- Williams Paint color eSW -1163 Capuccino. Decals shall be centered on door glazing width, and centered at 50" above the floor, where designated on thee drawings and Sign Location Plan(s).(5 6, Entrance Door Decal B /6. Power Assisted Door STORE 0 1 1 I i " IS Gtttn ADDRESSES 7 � S LeNea A100 �Let�, TO 7= s t.eet<rs Q 7s^ A108 sietters Sign Type D: Truant Unit Wall Sign shall be wall sign of min. 0.0811" sheet aluminum with 1/2" cod. comers, finished b acrylic polyurethane enamel or equivalent, with graphics of computer-nut exterior vinyl or screen - ,.ted acrylic polyurethane Copy shown is illustrative; verify copy prior to fabrication. Secure sign by mechanical fasteners 0 comets to wall sur&ce adjacent to latch Ado of door, with sign cen.line 0 5 above finish '. floor level. P v ro ides signs whew designated r letter "D" on Sign Location Plan dowing(s). See other re other details and no: sign construction, typeface: picograms and scope of work Background color Shenvin- Williams 4SW -1063 Capuccino. Copy color. SherwA- WBiidms #SW -1004 Pure White. Quantity of signs required on this project: ;? Sign Type D: Tenant Unit Wall Sign Scale: 3" =1'-0" 9• FAMILY Quantity of signs required in this project. 1 Sign Type L: Family Restroom Sign Welcome! 1e want want. to he as' plea ale as piss. Oh ar mute ben. he appreciate lam rx pent ton wlth the fillet.. uslla jj Mbles: " • Inure attire. IndudirR MO and Meas.. rem. l ti all trees. ♦ ftelMatin oro UmlaWhmtted materials Is pt... • thml ele tewrapes and ter: ran.redfirearms tor• pmeablled. • Lo entmorlard1lsnmm'ebehnkvtt prof hlfed. • Reese bnkar retied norsamokhei re;.wailoru. SOUTHCENTER MALL hank You! We appreciate your patronage. and hope that your licit has ikon an enjoyable one. Pease ('000' 4150 us again AA SOUTHCENTER MALL Entrance Door Dual C shall measure approx. I5.75 w x28"0 " with all copy set in I" high letters inITC FeniceRegular typeface in bright white against a backj;ro1md to match Sherwin- Williams 45'N -1063 Capon,. Doml shall be centered on the door glazing width, and centered a 5 above the floor, where designated on these drawings and Sign Location Plan(s). (¢ 1n0 Entrance Door Decal C 1s 3 Symbols 1S ," Braille 1• IS Leiters Sign Type L: Family Restroom Sign shall 1 wall plaque sign 9' x 9" with 1/2" cod. comers, cast, etched or laminated to raise graphics; ropy; Grade 2 braille and border 1/32" min. Secure sign by appropriate adheve wall surface adjacent to n centerline to late side of restroom door. with 0th sign centerline m 5 above finish floor level Provide sign where designatd by letter on Sign Location Plan drawhig(s). See other details and notes re: sign construction, typeface, pictograms and scope of work. Background color. Sherwin Willams I/SW - 1063 Capuccino. Copy color. Sherwin- Williams 45W -1004 Pure White Entrance Door Decal Locations, Viewed from Exterior Scale :3 /8" =1'-0" 14"N- Scale : 3" =1' -0" Mall Name and/or Logo !Limning Map From Acres Door To NdnddualTenant Rear Senice Doom Sign Type E Service Corridor Directory shall be non-illuminated interior d.ctory of bmnzranodized aluminum with clear glass hinged cover, header panel, graphic map and min. of 12 changeable tenant /address strips of min. 1/T height. Verify copy and map with ZZ Design Inc. prior to fabrication. Instill directory where shown, centmed on corridor or other approach, with directory centerline 5-0 above finish floor leveL Provide directories where designated by letter "E" on Sign Location Plan drawing(s). See other details and notes re: sign construct'. typeface, pictograms and scope of work Background color Sherwin- Williams 0500 -1063 Capuccino. Copy color. Sherw•in- Wiluams NSW -1004 Pure White. Quantity of signs required A this project. 2 Sign Type E: Service Corridor Directory Scale :l -1k" =1'47" le* CHILD Sign Type M. Child Restroom Sign shall be wall plaque sign 9" x r with 1/r cod. comers, cast, etched or laminated to raise graphics, copy, Grade 2 braille and border 1 /32" min. Secure sign by appropriate adhesive o wall sudace adjacent to restmom accemvay or to latch side of reshoom door with sign centerline 5 above finish floor level. Provide sign where designated by letter "M" on Sign location Plan drawing(s). See other derails and noes re: sign construction, typeface, pictograms and scope of work. Background color. Sherwin- Williams 4510 -1063 Capuccino. Copy color. Sherwin- Williams 4SW -1004 Pure White. Quantity of signs required in mis project 1 Sign Type M: Child Restroom Sign Apply Decal A to outer face of outermost swinging doo Apply Decal B to inner face of outermost swinging doo Decal C to only the outer face the extreme breright one. leaf of of interior and exterior vestibule doors, and to only the interior ton of the extreme left hand leaf of interior and exterior vestibule doors, centered and 1' to 15" below other decals. 110 .12 strips 3" Minimum 1s rsymbois 1S letters -� 25- �7S Braille Helvetica Narrow (Condensed) Bold Sign Typeface ABCDEFGHIJKLMNOPQ RSTUVWXYZ0123456789 General Sign Notes 1. All signs shall conform to these notes and design drawings. Refer to the appropriate Sign Location Plan drawings for sign quantities, types, locations and mcarth a conditions_ All sign copy and graphics shown here are examples only, verify all final sign copy and graphics with ZZ Coign Inc Prig to sign fabrication and installation, submit complete sign shop drawings to, and receive written approval from • Center Ridge Design Services Ine,PA • Attention Mr. Richard Vanderburg 25425 Center Ridge Road, Cleveland, 0,44145-4122 •216/871 -4800 • ZZ Design Ere • Attention Mr.locha.•d Zimmerman 1660 S. Belvon Blvd., South Euclid, Ohio 44121 -3769 • 216/381-6691 Sign shop drawings shall define all materials, colors, fbashes, typefaces, methods of fabrication and installation, and shall =dude samples of materials, colors and finishes. Prior to fabriation the Sign Contractor shall obtain written approval of any change in sign designs, materials, or methods. 2 The Sign Contactor A responsible for al sign design, fabriation and inst.ation, including, but not necessarily limited to, all applicable ADA and code compliance, permits, fees, inspections, scheduling and timely completion M work verification of sign copy and artwork proper sign colors and finishes, resolution of field conditions and conflicts, handling and damage to signs, and damage to related or adjoining work The Sign Contractor is responsible for preparing fuel artwork for ail signs, including any pictograms or routeing maps squired. Nothing in these drawings or notes relieves the Sign Contractor of the responsibility of providing complete and proper work in a timely manner. 3. All sign materials and components shall be new, and all work shall be of fist quality and in accordance with accepted industry practice,. 4. With the exception of the MAI Name and /or Lugo Typeface or other Typefaces specified, all copy on all signs Mall be Helvetica Narrow or Helvetica Condensed typeface, or other similar typeface approved A advance by ZZ Design Inc. all rase letters. S All m upper- type shown on these drawings is oily an approxbnayon of the final h o wn here to and a ceaa spacings roved oaf , Ppearan pp typ azs; the Sign Contractor shag not reproduce in an a the a shown P Y way y roduce sign designs. P An typeface used sign esagns. for ADA -eons ' Y So . 4 fiance sips snap m1 fully with the P Sns Americans wit, PY h' lasams Act ADA Guide ty ( ) hoes Sec 4 federally- accepted design. ll sign and graphics shown here are .302 All man, woman end E for e example oily, shall be of locally- and all final sign gn ' copy for amply, the Sign Contractor shall verify gn copy and graphics with ZZ Design Inc. prior to fabrication. 5. The Sign Contractor shall allow within his projected work schedule sufficient time for a) preparation of proper sign shop drawings and their submittal (usually 2 to 3 weeks); b) review and approval of those sign shop drawings (usually 2 to 3 weeks); d verification of all final sign copy and graphics (usually 2 weeks or more); and d) refinement of sign designs, sign fabrication and installation (perhaps 4 to 6 weeks). The Sign Contractor may therefore have to allow 14 weeks or more between the start of preparation of sign shop drawir.gs and the projected completion of sign installations. The Owner shall not be liable for any work undertaken or costs incurred by the Sign Contractor without proper poor approvals. No extensions of time will be granted for the Sign Contractor's failure to understand or adhere to a timely and appropriate submittal, review and approval process. 6. The Sign Contractor shall be responsible fsa de emitting electric. service availability for eigr power, and shall be responsible forme provision of any transforming of power characteristics that maybe required to properly power any sign components or lighting. 7. All intenor plaque signs shall be adhered to the backing surface by means of both vinyl se0-adhesve tape, for wheal positioning and adherence during curing, and (ugh- strength silastic adhesive for long -term adhesion. Te Sign Contractor shall pronde any additional coatings or sealants that may be reeryrmd to prevent interaction between any ad'nesves and plaque sign finishes or substrates 8. Any questions regarding these sign designs or notes shall be directed irmneet.atety to Mr. Richard Zimmerman at ZZ Dezgn Inc (216) 3815691. XX XX eauravorth TZ DESIGN INC. XX THIS DOCUMENT HAS BEEN PREPARED FOR PERMEf APPLICATION AND IS SUBJECT TO REVIEW MD MODIFICATIONS BY GOVERNMENTAL AGENCIES SIGN TYPES X X 98294.00 CRY OF APR 1 9 1999 DATE r - 1 0 FOR PERMIT ONLY Gt - NOT FOR CONSTRUCTION 0 O • Rn `�/ VL L. 0 0 z w 0 Lill w z p Z p n� PERMIT CENTER SET '{ (E)W18x45 ,I (E)W16x31 .1 I I' 22 23 24 1 o f m' (E)W12x14 3 1 ' ' (E)W12x14 3 / # ' U NOTE 5 e i � �TOS Jr IEL 15' -10 1/2" (E)W18x45 / (E)W24x68• I '�� do �\\\\ / NOTE 5 i {E)W14x22 '� \.I �` ,% �\ \ do °o (E)W14x22 �+a T56x6x3/I6 W 3 „ - CUT WI 2x14 NOTE 4 A — — 4 a -- - - - - - -- _ 1 T — � I I 24' -0” ' (E )W15x31 ,I, I (E)W16U58 , 3i 24' -0" W245I55 BELOW (E)W16x31 TS3x3'BELOW I 1 TS3x3IBELOW I CUT w12x14 (E)SPLICE -jam TOS EL , S 7 1/2" (E W24x68! do L3x3x5/16 M I8/ FRAME. SEE 78/56.3 (E)W12x14 12x14 12x14 W8x31 L MAIN ENTRANCE LOW 1/8 " =1' -0" 24' -0" I 24' -0" I 24' -0" 24' -0' 24' -0" 24' -0' 29 12x14 (E)w10 WI2x14 0 CUT W72x14 CUT W12x1 2445 BELOW (E 1)11 � ) �I I T5313 BELOW TS3x3 BELOW a (E)W18 %45 (E)W12x14 (E)W12x14 (E)SPLICE (E')%04 6O E 76 x3 L3x3x5 /16 41) FRAME, SEE 8/56.3 (E)W12x14 ROOF FRAMING PLAN WW1 N (E)Wt6458 TOS EL 15' -3 7 /8C NOTE: 1. TOS ELEVATIONS ARE TO BOTTOM OF STEEL DECK. 2. SEE 52.4 FOR HIGH ROOF FRAMING. do� \ I (E)W24x68 NOTE 5 , do � I� (Ejw14x22 T56x6x3 /i6 3. FILLET WELD R3 TO NORTH CE O W8 C OL AND FIELD WL (E) 410 A DOUBLE ANGLE C ONN TO R3/4 FA W i 4" F 3 SIDES ® E EA D (E) ANGLE. 4. EXIST LOWER TRUSS FRAMING AT GRID U AND SOUTH OF GRID U TO REMAIN. 5. 0S4444 3/16 BRACE. FIELD WE GUSSET P3 /8 TO (E), SEE 12/52.5. CONN GUSSET 0 TO (E)W14 B ELOW (E)W14 SOUTH OF GRID U AND 24' -0" I 24'-0" NOTE 4 A NOTE 5 --- _- - - - MAIN ENTRANCE FOUNDATION PLAN 4% MAIN ENTRANCE FRONT ELEVATION 1/8 " =1' -0" - 2 MAIN ENTRANCE FRAMING PLAN NIV MAIN ENTRANCE SIDE ELEVATION ALL AROUND R 3 /8x8 TO (E) W1 SEE 1/56.2 FOR DEIP. +LS NOT SH OWN END BRACE ELEVATION KEY PLAN T A A 'itq rZ2- A WWWWB4 ®JORNSTAO KANE JACOBS .INC "A 5/17/99 ADDENDUM /)1 5/27/99 ADDENDUM #2 A 6/16/99 PERMIT A 7/23/99 CONSTRUCTION SET A 6/21/00 REVISED FRAMES A 8/3/00 ADD FRAME CONSTRUCTION SET DOB ACJ ACJ DDA TDP I L F=3 1 I 0 0 2 0 a lug O z A t J B OltE MAIN ENTRANCE PLANS & ELEVATIONS 98294.00/98160.00 DATE 4/14/99 II \98160 \cad \scros2 -3.dgn 52.3 SET W12 COL 7 TS6x6 TO (E) W6 & L3x2 1/2 13 TS6x6 TO W12 1/8_ =1 -0" 1/4 T2 BM 4 ! ,GUSSET IE 3/8 WP _ABM —IQ 5 /825x1' -3" DRILL & EPDXY I- - -._ ..__ 2 -3/4" DIA - A A307 THREADED R005. EMBED TS66 � TS6x6 8" MIN GUSSET \ R 3/8 TYP � � n NOTE: 1. COORDINATE DIMENSIONS WITH STOREFRONT SYSTEM. (E) CONC TOS EL= 28 -0" TOS EL= 10 -3" 1 1/2" STL DEC17— (E) 1 1/2" STL DECK L4x4x1 / 4 ® 6' -0" OC L4z4x1 / 4 ® 6' -0"OC (n w ROOF INFILL BY SEARS TS6x6 TOS EL= 17' -3 NOTE: 1. AT SIM USE BENT FE 5/16 WITH 4" LEGS IN PLACE OF L4x4. TS 6x6 FRAME © TS6x6 TO TS6x6 MAIN ENTRANCE GROUT SOLID BETWEEN R3/8 & (E) COL SHEAR It W16 TS6x6 BRACES TO (E) W12 BM SECTION A -A DRILL & EPDXY GROUT 4 -3/4" DIA A -307 THREADED RODS, D° NOT CUT ANY (E) REINF (E) CONC COL FL' 3/8x15 NEAR S1DE & FAR SIDE 3/4" =1' -0" TS6x6 TO W4 POST R 5/16 W12 NOT SHOWN• NOTCH SHEAR R AROUND R 5/16 O W16 TO (E) CONC COL 16 W12 TO (E) CONC TYP 3 SIDES R 5/16x4 3/4" NON- SHRINK GROUT (E) GONG r5 NOTES: TS6x6 TO L3 1/2x3 1/2 6 TS6x6 TO (E) W10 & W16 TRUSS MEMBER 6 3/4 " =1' -0" DRILL & EPDXY CAP 6 3/8 GROUT (2) 3/4" DIA THREADED RODS 0 6" OC. EMBED 5" L6x3x3 /6x1' -0 ", DRILL & EPDXY GROUT (2) 3/4" DIA THREADED RODS 0 9" OC R3/8z6xO' -7 1 /2` 1. CENTER 63/8 ON 15616. 2. PROVIDE STANDARD - HOLES IN R3 /8 & VERT LONG SLOTTED HOLES IN L6x3. OPTIONAL TO SWITCH TYPE OF HOLES IN R3/8 & L6z3. Z PUDDLE WELD 0 2" OC (E) 1 1/2" STL DECK (E) JOIST OR W 8M 10 W12 TO W BM GRID 24 & 27 11 INFILL (E) SKYLIGHT / (E) c°Nc OG" FUYGER TIGHT. MAR THREADS AUGN TS6x6 COL NORTH FACE El_ 15' -3 7/8` 12 3 -12 CUT W12 TO W12 3/4 " =1 -0" O TS6x6 TO (E) CONC MECH FRAME CONNECTION A TOS EL 1 /2" STL DECK HEIGHT VARIES CUT FROM W12x14 W12 Dcioro MITHUN PARTNERS v[• 01 ACJ o� ACJ DDA m. TDP ANDERSEN BJORNSTAD KANE JACOBS • INC AVENUE FAx(2061 023 7005 0 0 `Qa V 0 q p q ^, ' lug z w 0 LLO 0 c z W An A 5/27/99 ADDENDUM 82 3 1 6/16/99 PERMIT A 7/23/99 CONSTRUCTION SET 5A 6/21/00 REVISED FRAME CONSTRUCTION SET FRAMING DETAILS 98294.00/98160.00 DATE 4/14/99 I: \998160 \cad \scros6 -3.dgn S6.3 SET A COL BASE CONN MOMENT FRAME ELEVATION GRID S W24 II_ W24 OPNG (E) SPRINKLER LINE 12 0 TS 8x8 TO (E) W8 COL TS8x8 GRIDS 28.3 & 28.7 5/16 -- 1/4 D 1/4 3 SIDES IE 3/8x3,1' -3" (E) W12x14 A (E) W16x40 GRID 28 (E) W78 STIFF P 1/2 EA SIDE SEE NOTE 4 CJP I- 1/2 TO W24 FLANGE TYP EA SIDE CJP TOP & BOT Y ° TOP & BOT STIFF IC 1/2 4 DE, SEE SI NOTE 4 OPP HAND W24 TO TS8x8 TS3x3 BRACE TO W24 CO GRIDS 22.3 & 22.7 MOMENT FRAME ELEVATION GRID S 1/ (E) W16 A x'10 SCREWS 10. ® 4" OC YP 5/16 3 SIDES STIFF E EA SIDE 3 / 0 W24 W24 E 1/2x120' -9" EA S1DE <r SIDES 3 SIDES TS8x8 E 3/16x Z CONT BETWEEN (E) JOISTS SEE NOTES 5 & 6 10) 1 1/2 -12 (E) 1 1/2 "x22 CA STL DECK W24 TO (E) W16 W24 TO TS8x8 GENERAL STRUCTURAL NOTES THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE: CODE: UNIFORM BUILDING CODE, 1997 EDITION. DESIGN LIVE LOADS: WIND SEISMIC STRUCTURAL STEEL: = 80 MPH, EXPOSURE C, 1 =1.0 = ZONE 3. Z = 0.3, 1 =1.0 ALL STEEL ASTM A36, Fy = 36 551 EXCEPT TUBES TO BE ASTM A500. GRADE B. Fy = 46 KS1• SPECIAL INSPECTION REQUIRED. FABRICATION AND ERECTION PER RISC SPECIFICATIONS. SUBMIT SHOP DRAWINGS. WELDING PER AWS 01.1. MINIMUM SIZE WELDS 3/16" CONTINUOUS FILLET. WELDERS CERTIFIED PER WABO FOR ROD AND POSITION. USE E70XX ELECTRODES, APPLY ONE COAT OF SHOP PAINT TO ALL STEEL EXCEPT FOR CONTACT SURFACES IN BOLTED PARTS, SURFACES EMBEDDED IN CONCRETE, AREAS TO BE FIELD WELDED OR SURFACES WITH SPRAY -ON FIREPROOFING. TYPICAL BOLTS - 3/4 DIAMETER ASTM A325 -N BEARING TYPE. PROVIDE TENSION CONTROL BOLTS INSTALLED PER MANUFACTURE'S INSTRUCTIONS. OPTIONAL TO TENSION HIGH - STRENGTH BOLTS BY DIRECT TENSION INDICATOR METHOD USING LOAD INDICATOR WASHERS INSTALLED PER MANUFACTURE'S INSTRUCTIONS. TYPICAL ANCHOR BOLTS - ASTM A193, GRADE 87. SPECIAL INSPECTIONS: PROVIDE SPECIAL INSPECTION IN ACCORDANCE WITH UBC 1701.5 FOR THE FOLLOWING: 1. STRUCTURAL WELDING: SPECIAL INSPECTOR SHALL BE CONTINUOUSLY PRESENT DURING ALL WELDING EXCEPT PERIODIC INSPECTION IS PERMISSIBLE FOR SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16 IN SIZE. THE SPECIAL INSPECTOR SHALL VERIFY MATERIALS AND QUALIFICATIONS OF WELDING PURES AND WELDERS PRIOR TO START OF WORK. 1007. OF ALL PERIODICALLY INSPECTED WELDS SHALL BE VISUALLY INSPECTED PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELD. IN ADDITION TO VISUAL INSPECTION, 1007. OF ALL COMPLETE PENETRATION GROOVE WELDS SHALL BE TESTED EITHER BY ULTRASONIC TESTING OR RADIOGRAPHY_ 2. HIG :1 STRENGTH BOLTING SPECIAL INSPECTO SHALL BE CERTIFIED BY WABO. MISCELLANEOUS: FIELD VERIFY THE SIZE AND LOCATION OF EXISTING DUCTS, PIPING, CONDUITS, ETC. SHOP DRAWINGS SHALL BE SUBMITTED AND RENEWED PRIOR TO FABRICATION. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE PROJECT SITE PRIOR TO STARTING WORK AND NOTIFY THE OWNER IMMEDIATELY OF ANY DISCREPANCIES. PROVIDE TEMPORARY ERECTION BRACING AND SHORING AS REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. REFER TO SPECIFICATIONS FOR INFORMATION NOT CONTAINED IN THESE GENERAL NOTES. DETAIL. NOTES: 1. PROVI HRINK GROUT_ 3/4" GROUT SPACE BENEATH ALL BASE PLATES, GROUT SOLID WITH NON AZ 1= w T5- DRILL & E �� GROIiT 3 -t° DW AI". GRADE 87 THSEWDDED ROES ® 6 t / 4" OC, EMBED 10 3. BEGIN ALL SKIP WELDS WITH 18 CONTINUOUS WELD EACH END OF MEMBER AND AT OPNG_ 4. COPE STIFF W AROUND FLANGE OF (E) W8. OUTSIDE EDGE OF STIFF FE TO MATCH W.24 FLANGE WIDTH. 5_ .(E3/;76 ) x TOP - 1-- TO P 1 MIN ON (E) STL DECK RIB AND 2 MIN ON FLANGE 6. END OF E 3/16 x L. TO BE 2 MAX FROM (E) JOISTS. 7. SEE ELEVATION 1 FOR LOCATIIONS. SLOT EA END OF TS3x3. 8. CONTINUOUS BELOW EXISTING JOISTS (LENGTH IS APPROX 2 JOIST SPACES). LOCATE TS3x3 AT FIRST BOTTOM CHORD PANEL POINT FROM GRID S. 9. LOCATE TS3x3 ON SOUTH SIDE OF GRID S_ TWO PIECE BASE E 3/4 , W/ 4 ANCHOR BOLTS SEE NOTES 1 & 2 f I ALIGN I i I (E) WO 3 DE SIS TYP 5 C12z20.7z1 -8" 2 PLACES SEE NOTES 1 & 2 2Z- COL BASE CONN VAS IL 3/21" z,• - 3 1 4 "x W/ 3 AB TS 8x8 TO BASE E SDES MITHUN EERIOR DESIGN n r II 0 V O O a lug C�Q Z a -_ 0 C� 0 Q D Q w z /ANDERSEN EIJORNSTAD KANE JACOBS • INC CONSULTING ENGINEERS A ©J A 8/3/00 ADD FRAME & DETAILS 8 9/11/00 REVISE WELDS CONSTRUCTION SET ORB ACJ GOB TOP GENERAL NOTES MOMENT FRAME ELEVATION &DETLS 98294.00/98160.00 /00147.00 DATE 6/21/00 1: \98160 \cad \scros6 -4.dgn onwoa Vas S6.4 SET 4 -14" BALFOUR ARALIA VARIEGATED 3' -4' HT, 2' SPD < PENNE FOOD COURT PLANTER BED M - TYPICAL. OF-2 FOOD COURT PLANTER BED K - TYPICAL OF 8 = - - -- - - - ° PARTIAL FLOOR PLAN A JCPENNE Y /MERVYN'S SB MIERVYN' O 7/16' - T -0' --4 1 - .1 36" DOUBLE ADONIDIA - 18' -20' HT IN TREE GRATE - CONTAINER GROUP I - TYPICAL OF 1 V 0 0 0 - 0 CONTAINER H - TYPICAL OF 4 CONTAINER GROUP J - TYPICAL OF 2 4 -6" ROTATED SEASONALS 2 -3021 CONTAINERS 1 -3021 CONTAINER li 1 RAPHIS EXCELSA 5' -6' HT, 3' SPD / = 2 -3021 CONTAINERS 2 -14" AGLAONEMA `MARY ANN' 2.5' HT, 3' SPD XX XX XX� frr r; iJ NOT FOR CONSTRUCTI 99 --0/22 FOR PERMIT ONLY THIS DOCOMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES INTERIOR LANDSCAPE FLOOR PLAN REGET CIN OF 93294.00 PPP 191 ?99 DA -E PEftM11 GC P E: \982941CAD \IL20 IL 2 ®2 SET 1 I 1e.r2a u.sm d NNe; 4 0 9omyi ' - e Existing Location of- Directional Sign t �aa : t 1 F Face A racers 16.e221 ,p i N -- ;ME iiNiNit 3 r 0.31111aaa■ ' n ■a\aat1araa { I ! II �aa Dal�OaaC q t 1 aaaaMaaaa Apprnxrmat Existirmgtacation : WEER Food cant Directional MUIR MEWS DA NEW SKTU HT see . 2m1 11.1M :ARSTCRY WifIDDKS IT TTP a PLACES Reflected Ceiling Plan of Mall Court at Lines 40 - 42 and Lines L - N Sale: 1!16 - = 1'-cr App Food O Oa. I 2d. e' BNi Structural Plan of Mall Court at Lines 40 - 42 and Lines L - N Sale : I/16" = Existing beam above; verity beam elevation and beam and flange dimensions 3/4' x 6 wide flat steel bar bad as shown AN w eidirm g to be de by W State recti welders Sale : 3" = I'-0" Seismic Sway Joint Detail •HS New fixation f Food Court Directional Sign Suspend Food Court Directional Sign from Existing Beam Above 6" plate ped m.bol, weld 1/2" e to x up per lat plate; qty: 2 @ each plate /pipe c 1r nut t hod washer, qty: 2! each plate /pipe tot. to New Location of Food Court Directional Sign Suspend Food Court Directional Sign from Existing Beam Above 2 3/8 o.d. steel pipes, 0.154" wall, 3.65 a/ ft; solid -weld to 3/8' bent plate; gty:2 x 2 -3/8" x 5" splice plates; slot pipe 2" to receive plate; solid -weld at all contact surfaces; identical assembly at lower 1/2 of joint; offset splice plates about centerline of pipes to maintain loading on centerline 2 -1/2" plated m.bolt with double nuts tightened against each other 2 -3/8 o.d. pipe 3/8" x 2 -3 /8 x S splice plate 2 -) t ill Incoming conduit. .PPly to Scale: 3 /S " =1' -0" Sign Type 1_ Family Restroom Sign Type M: Gild Restroom Enlarged Sign Location Plan of Family and Men's Restrooms scale: l/4' =1'-0" 4 Exithng beam above; verify beam elevation and beam and flange dimensions Verify appro.m Woe of existing or ren.deled ceiling 1/2 seal -tite conduit through joint area See. Seismic Sway joint Detail 2 - 3/8" o.d. steel suspen;ion pipes, - 3 0.154" wall, 3.65 f /R. 60625 center to center Elevation of Structural Suspension of Food Court Directional Sign Neon Tube Pattern Scale : 3/4" = 1' -0" Scale : 3/4" =1'4 Add two exposed surface- ,nounted arrows of high - output bright magenta neon tubing, one arrow stood off each opposite face of the sign approximately 2 ", with all electrodes, connections and tube rums concealed or pain. nut do the greatest extort possible Face A Elevation of Food Court Directional Sign 6" wide Est steel bar bad to wrap beam Flange Remove existing "RAINIER' pan channel letters and neon from each face of existing sign, and replace with new , FOOD" lr pan channel letters in the same typeface font style, painted PMS .326 Gbss Teal, with single-tube turquoise neon behind. Si T R: Restroan Faucet Dent at C enterline of Fach Faucet Bottom of Food Court Directional Sign at 14' -0" above mall finish floor Family and Men's Rest... Key Plan No Sole Section through Food Court Directional Sign Scale : 3/4" = 1 Sign Type A: Men' Restroom Sale : 1" = 1' Wommis Restroom Quantity of signs required on the project 1 6-5 V2' -Fumah and install new Sign Type F2 on fascia over trance to Public Corridor from Mall Sign Type Fl: Public Corridor Sign Sign Type F2: Public Corridor Sign Scale : 1" =1' -0" Sign Type R: Restroom Faucet Deal at Centerline of Each Faucet Sign Type B: Women's Restroom WOMEN'S IRESTROOM Ilo3I Ift WOMEN'S RESTROOM Center Sign on Fascia 0 oG o ® G O G On" OOH Enlarged Sign Location Plan of Women's Restroom Sale: 1 /4" = 1'-0" MEN'S & FAMILY RESTROOMS TELEPHONES - LOCKERS Center Sign on Fasca Sign Type Fl: Public Corridor Sign shall be individual dimensional letters and symbols of min. lir thick acrylic, face - painted to match Sherntn- WilEams.SW -1063 Capncdno and edge painted to match the color of the arrface to which they are applied. Surface- mount letters and symbols to the appropriate drywall fascia, secured by appropriate adhesive or mechanist fasteners, sized and arranged approz. as shown. Verify copy and symbols with ZZ Design Inc prior m lubrication. provide signs where designated by . Fl" on Sign location Plan drawing(s). See other details and notes re: sign construction, typeface, pictograms and scope of work Sign Type F2 F' hlic Corridor Sign shag be individual dimensional letters and symbols of min. 1/r thick acrylic, fare-painted to match Shemin-Williams itSW -1063 Capuccino and edge painted to match the color of the surface to which they am applied. Surface - mount letters and symbols to the appropriate drywall fascia, secured by appropriate adhesive or mechanical fasteners, sized and arranged approx. as shown Verify copy and symbols with ZZ Design Inc. prior to fabrication. Provide signs where designated by "F2" on Sign Location Plan r wing(s). S:e other details and notes re sign construction, typeface, pictograms and scope of work Quantity of signs 1e died ■a project WNW NAAS( xX a XX 4/15/99 � J ®0 P o 1J 0 0 w 0 4 z � w s - 4/15/99 BID /PERMIT SET a DESIGN INC. asw zs 9°..10/2 FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO RENEW AHD MODIFICATIONS BY GOVERNMENTAL AGENCIES SIGN LOCATION PLANS & FOOD COURT DIRECTIONAL SIGN 98294.00 G1 NOT FOR CONSTRUCTION.—....... gECE1VED rm of lutwfitA APR 1 9 1995 SlT