Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D97-0290 - HOME DEPOT - LOBBY
City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9075 Address: 360 CORPORATE DR N Suite No: Location: Category: AOFF Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: a► 4-03 '05 OCCUPANT HOME DEPOT 360 CORPORATE DR N, TUKWILA, WA 98188 OWNER SOUTHCENTER CORPORATE SQUARE Phone:: (206)575 -8500 C/O JSH PROPERTIES INC, 1005 ANDOVER PARK E, TUKWILA WA 98188 CONTACT RON GREENE Phone: 206.575 -2120 600 UNIVERSITY STREET #2820, SEATTLE, WA 98101 k****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** lc** **** * ** ** *fit **** Permit Description: CONSTRUCT NEW LOBBY BETWEEN BUILDINGS 10 AND 12. APPROXIMATELY 680 NEW SQUARE FEET. k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 35,543.60 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng..Appr: Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: No: Size(in): .00 Flood Control Zone: Hauling: Start Time: End Time: Land Altering: Cut: Fill: Landscape Irrigation: Moving Oversized Load: Start_ Time: End Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Water Main Extension: Private: Public: k***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 744.94 k**************************************** C********** * » * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature:_ .0 South: .0 East: .0 West: .0 Sewer.: TUKWILA : Slopes: N Streams: DEVELOPMENT PERMIT I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the prov or the performa development per Signature:__ Print Name:___ Permit No: Status: Issued: Expires: (206) 431-3670 D97 -0290 ISSUED 11/06/1997 05/05/1998 Occupancy: OFFICE UBC: 1994 Fire Protection: SPRINKLERS /AFA Date ion of any other state or local laws regulating construction e of work. I am au horized to sign for and obtain this Date: / 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. Ad it ess 360 CORPORATE DR N . : Permit No : D9.7 0290 trite • T enant: • Status: ISSUED; Type DO/PERM Applied: 09/04/119 Parcel : # 262304 -9075 Issued 11/06/1997 •k**k•k.k•k. *'kkAkk'k * kk•, Gk• kkk** k k***** k*** kkk• k**- k• kk* kk; k*• kk *4Akk•4Akk*•k°kk ermit Conditions 1 N o;:chan e wi i 1. b made :to the :plan: u nless approved by the: a h it ect or Engineer " and the- Tulwwila,:Bui! ding Divisio 7ectr ical,; perm :its shall: bxei abtaine`d ".t`hrou`gh, the Washington :Ma Divi;ion of Lahr ar�d Industries arid- afi�,l ;el ical Mork will be insp'e ted by that,,agenc_v (243 65 (13 ,', 44 All me,chani'ca.l»wor k. sha)l11,,be :under'fi separate permrt issued by the- City of All per mi tt,?* in spection re 60r d s,, ,and appr Dyed •plans sha_l l be` ava:i 1, b:le; at th'e;job ��itet prior to" th 'st:ar t'' can- ' d'o a;re ,to- be • ma iri'ta i ned acrd; av'a,i 1 abi;e until i Firia'1. irispect;ion approval , is grant'eii u' ti Y r�• An r n `w cel l in r iii and a,l `qf t , nstal 1.a i's,r; : "x re quired fo meet := later.�1 braki ,requirements: far< <,':�eismic Zone13 '' C Irv` 4 • � -.. ..a, A 1 { nst uct t on ' to be clone i conformance • with approved pla siand4 of "the 'iUniform Building Code (40.4 Ed i. 'i an) as amended Uniform ; Mechanical.' Code (1 994 Ed i t:r ors) and(Washington S;tate Coc('e` (199 Ed i:t,ion) Noglfly • ..tht?.DCity;at Ttlbwi1ai Building ( D visi pr for to 7 ;``` l f ng an c on dr ete . /T,, i I"Or'o i e 1 n' addition : toµ • ra r e �i,r emerYts for pedal � ins -i V al 'i .1i ty of ;. Pe, wi tW /The t • issuance or aper_mi t or. ap0 l o pl WSIA is. i • compu a °ti n shal:if., not be • otr l to �be ta a' permit for, or any `approval of, !•any violation a,y,i, � provisions of the building Gods y of ant:{ o ther j � d'r d i =nonce a,t the: jur••:i sd i ct,i on • No psi m r t presuming t+ r: xt w: give: authority te or cancel• of'this code • shall be valid',, • VENTILA }TION IS REOUIRED FOR ALL — NEW ROOMS • OF NE VI. . OR .,EXI'STINtl „.BUILDI,NGS .IN ;CONFORMANCE WITH :.THE UNIFORM BUILD'°ING COLE •AND ,THE WASHINGTON ,STATE ;VENTILATION`-`AND:;' INDOOR' AIR {`QUALITY CODE, CHAPTER , 51 -13 WAC. oject Name/Tenant: 0 Ne.A.1J \It ‘c(o \v2 uxe PQ Value of Construction 50 i Goo Site Address: ' l>? p o or ati e V ■ City State /Zip. Tax Parcel Number: Z,fi�2.� — go"15 — 00 v1K�,.� ► \c WI* Property Owner: e 1\k.I\AN ■ t ie& ncti ar�aweg ". U c _ Phone: 5 -z_\ 2 p 515 Area of Construction: (sq. ft.) (,'‘ Street Address: l City State /Zip: Fax #: Contractor: Qe 10 Phone: Street Address: City State /Zip: Fax #: Architect: N bS3 4 ..k S a,rk% Phone: 2.2-3 -S 2...14 S Street Addr s: City State /Zip: 2-1-1 t W e \"" e r S„ % k-e. S2c Set Ae-, u na 9tkto Fax #: (07.....\ - Z5 0 Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: ` -cwt C5 .r.e2e- Phone: -. S"15 — Z\ Z.C) Street Address: City State /Zip: (oUOuutue- e* o,sEAb-t -ke, WA- cribs 0 t Fax #: 515-t 198 Description of work to be done: C c* ,3.5•1/4-.r -\.ON pc b ,s‘ \a. \ i 5b \ k2_ . A?P't'a1,Aw.6,k-e,\ 0 Ne.A.1J \It ‘c(o \v2 uxe PQ s.v ic P` F-ee. -<t Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ SchoolCollege /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? Cl yes gl, no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 01-no Existing fire protection features: al sprinklers riS16 utomatic fire alarm ❑ none ❑ other (specify) Building Square Feet: )/C(z4.4 Z existing Area of Construction: (sq. ft.) (,'‘ Will there be storage of flammable /combustible hazardous material in the building? ❑ yes Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUKWI LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant improvement / Alteration Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. ❑ Channelization /Striping ❑ ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering 0 Cut Cl Sanitary Side Sewer #: ❑ Storm Drainage ❑ S ❑ Water Meter /Exempt #: ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ 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. Dale application accepted: ci CTP1RMIT.DOC 1/29/97 APPLICANT REQUEST FOR PUBLIC WORKS.SITE/CIVIL PLAN REVIEW OF THE FOLLOWING :. (Additional reviews maybe determined by the Public Works Department) `. Curb cut/Access /Sidewalk ❑ Flood Control Zone Size(s)• cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sewer Main Extension 0 Private 0 Public treet Use ❑ Water Main Extension 0 Private 0 Public Size(s): 0 Deduct 0 Water Only Size(s): Size(s): Est. quantity: gal Schedule: Date application expires: Permlt;Num Application take L • : (initials) ❑ Hauling PLEASE SIGN BACK OF APPLICATION FORM BUILI1ING WNER OR AU !ZED AGENT: 5igna ure: ` � Q q 9 --i Date: / / Print na (> w1 G.r-e2e AL—Q,. Phone: Jc 5 2 \ —O Fax #: 51 S �� Address Q � fo nt r Powk c_,)Pg l City /State /Zi p i � � 1.\ I d., u1/4)14 gFi`Ac ALL COMMERCIAUMULTI -FLY TENANT IMPROVEMENT /A 'ATION PERMIT APPLICATIONS MU BE SUBMITTED WITH THE FOL OWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER Y ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN Y BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". 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 PENAL PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. C'TPLRMIT.DOC 1/29/97 ,, , *zt k*kA k4k4*k•kA* **.t•k.A****•:4** 1 : kitk•kk*•.4*J kir•A*•k•k t*e•k•h! kA k k {'Irh* * •k*r OF 1UK'WJL WA:• TR7iN tMT:r * *•Akk11 *1,*4 *t *' *1k *., *a•M* +* **** A ** *.4*At•*A*•.+kk 't~ANSMIT 'Plumtrer: R9700E;75 Amount: 50.05 '11/06/97 12:09 Paysient 'Me,tho:d: CHECK 'Notation:. I:OWE NW INVESTOR Init: WAS Permit .No: D97 -0290 Type: AEVPER 1 DEVELOPIIl Nf PERMIT Parcel ,,Na: :.262304 -9675 Site:. Address: 3e0 CORPORATE: DR N Total °Fee: 744.94 ' This: Payment 500..05. :Total ALL'.Pmts: 744.94 t3dtance: .00 i•kolk.oc * *d *A•k**a�. *k�1*iki •k A*d*11,,e1.•Ak * * *n 1. * *A *0l *4.A•44AAk*k * **•A'A *h *•A k *A*i;* Account Code Description Amount.. 000/322.100- BI.tI LD3:NG NONRES 1 448.75 000/345.630. ` PLAN C;HECI( NONRES 46.80. 000/.386.904 STATE 13113 LDING SURCHARGE 4.50 ,...r• „, , " •, • •.• l • - •••,,-. • •-.• ..`• •• ••'. • . . . •'.' , • • , • " ••• •••:,',..••••••• • t************.k**k*******i*******k********4*******A *****:k******* CITY OF TUKWILA WA 1:1:17") TRANSMIT **********A********* *A***T4,, ;Ir*******.A*****-h************* TRANSMIt 'Number: R9700637 Amount: 244.89 09/04/97 0444 Payment Method : CHECK Notation: LOWE NW INVESTOR Init: SLB ..... .... • Permit No D97-0290 Type: DEVPERM DEVELOPMENT PERMIT Parcel No 262304-9075 Site Address: 360 CORPORATE DR N ,.-. This Payment -, • • r24,4.89' 'total ALL PriE'sz 244.89 ' , ' • . • .1..• , Balance: '500.0'5' . .. . . 4 . . . „ Account Code ,:' - . ' : Description . . ' : . Amount .. 000/345.-830 PLAN CHECK - ..NONRES ' 2,44.89 REQEIVED SEP 0 5 1997 3725 09/04 17171 TOTAL 17243 4 .- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION :6300 Southicenter Blvd.; #100, Tukwila; WA 98188 Projeq f De, "�- Type a � o V l, r�ss Date called: pecial instrudtions: Date wanted: Cho .. a.m. r cont nt'e,T P ; �U (n p.m. Requester: Phone No.: COMMENTS: INSPECTION : RECORI'- Retain a:copy.with perrL. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. 41 ii Inspector; A/�./� /1fi r 1 $42.00 - NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, CaII to schedule reinspection. Receipt No.: : . s r\ t) r eN INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION :6300 Southicenter Blvd.; #100, Tukwila; WA 98188 Projeq f De, "�- Type a � o V l, r�ss Date called: pecial instrudtions: Date wanted: Cho .. a.m. r cont nt'e,T P ; �U (n p.m. Requester: Phone No.: COMMENTS: INSPECTION : RECORI'- Retain a:copy.with perrL. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. 41 ii Inspector; A/�./� /1fi r 1 $42.00 - NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, CaII to schedule reinspection. Receipt No.: Project: 14 z5.1 1 1.44.3.,,, , s _ Type of yi spectiop:. p J S - Address: Date called: zi t 3 Special instructions: ? y ,. Date wanted: . a.m. Requester: A Phone No.: fs • CITY OF TUKWILA. BUILDING DIVISION 6300 Southcenter Blvd., . #100, Tukwila, WA 98188 I /1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: INSPECTION` RECOR Retain a copy with per - 07-90 I 'i PERMIT NO. (206) 431 -3670 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Type of inspection: � „a ED, l i Nstiv� - 0 ff, 1 t�N. P IA �a`� Address: ' _1 1 Date called: Special instructions:. Date wanted: / .2- I ilq a.m. (--- Requester A + Phone No.: PERMIT NO. INSPECTION RECOR Retain a copy with per INSPECTION N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) • 431 - 3670 Approved, per applicable codes. Corrections required prior to approval. COMMENTS: 0-g: CtLC MA.M: A-40 • (►JS LAA T PLIcrS: spec;,r..- 1 prJ FOB: iii" P'SPACE - It t,(.5' Id. - r 5 % Inspector: / -` Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: �� UJ71 C � Type ofjpspectio • 'FC10't"T► rout vre L''t --- i .b Address: UUU D Date called: Special instructions: pewN! -1 -jw►2 r M P / - Date wanted: )1, A t ! - a.m. r: Requester . .k2 P hone No.: pacl 42 1 3.... . Lit �y INSPECTION RECORD Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 PERMIT NO. (206) 431 -3670 COMMENTS: g. Inspector: II Approved per applicable codes. I Receipt No.: Corrections required prior to approval. Date: 2AI 147 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Date: I Retain current inspection schedule Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: `Pre -Fire: Permits: Authorized Signature 1 FINALAPP.FRM City of Tukwila Fire Department Approved without correction notice Approved with correction notice issued ( 572— T.F.D. Form F.P. 85 x-/ 98 Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 . COMPLETE El COMMENTS REVIEWERS INITIAL 9eimetti co&tnMu copy PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0290 PROJECT NAME HOME DEPOT DEPARTMENT: BUILDING DMSION L_1 FIRE PREVENTION PLANNING DIVISION ❑ PUBLIC WORKS STRUCTURAL PERMIT COORDINATOR t 1 DETERMINATION OF COMPLETENESS: (T,Th) TUES /THURS ROUTING: PLEASE ROUTE d NO FURTHER REVIEW REQUIRED 0 ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) I I APPROVALS OR CORRECTIONS: (ten days) DUE DATE 9/23/97 3fciCi APPROVED APPROVED W/ CONDITION$ ID NOT APPROVED (attach comments) Ng C 671 i 'C,k∎i. Lc, .( k lIA q c REVIEWERS INITIAL DATE CORRECTION DETERMINATION: APPROVED I I APPROVED W/ CONDITIONS NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE C:ROUTE -F NOT COMPLETE El NOT APPLICABLE Er DATE DATE 9/04/97 DUE DATE 9/09/97 DUE DATE (Certification of occupancy required. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0290 PROJECT NAME HOME DEPOT DEPARTMENT: BUILDING DIVISION FIRE PREVENTION E PLANNING DMSION 0 PUBLIC WORKS EJ STRUCTURAL PERMIT COORDINATOR D 4 DETERMINATION OF COMPLETENESS: (T,Th) • COMPLETE COMMENTS ' TUES /TIIURS ROUTING: PLEASE ROUTE I r l NO FURTHER REVIEW REQUIRED ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 1 APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED D APPROVED W/ CONDITIONS a REVIEWERS INITIAL C:ROUTE -F 4 DATE NOT COMPLETE • NOT APPLICABLE DATE 9-9-97 DUE DATE DATE ( 1 DATE 9/04/97 DUE DATE 9/09/97 (Certification of occupancy required, 9/23/97. APPROVED n APPROVED W/ CONDITIONS E NOT APPROVED (attach commen DUE DATE NOT APPROVED (attach comments) 0 I ACTIVITY NUMBER D97 -0290 PROJECT NAME HOME DEPOT DEPARTMENT: BUILDING DIVISION FIRE PREVENTION 1111 PLANNING DIVISION El PUBLIC WORKS STRUCTURAL El PERMIT COORDINATOR ❑ 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE f NOT COMPLETE El ' NOT APPLICABLE Ei COMMENTS ' TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRE ROUTED BY STAFF U (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) DUE DATE 9/23/97 APPROVED n APPROVED W/ CONDITION NOT APPROVED (attach comments) Q REVIEWERS INITIAL DATE 9/9/5 CORRECTION DETERMINATION: APPROVED D' REVIEWERS INITIAL C:ROUTE - F DATE PLAN REVIEW / ROUTING SLIP DATE DATE 9/04/97 DUE DATE 9/09/97 DUE DATE APPROVED W/ CONDITIONS NOT APPROVED (attach comments) Q (Certification of occupancy required. ) 1 ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP L D97 -0290 HOME DEPOT NOT COMPLETE El NOT APPLICABLE El TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) I APPROVED W/ CONDITIONS El. NOT APPROVED (attach comments) El CORRECTION DETERMINATION: APPROVED n APPROVED W/ CONDITIONS FIRE PREVENTION E PLANNING DIVISION II STRUCTURAL E PERMIT COORDINATOR 0 DATE g- " 1-1- ' DATE 'i'i REVIEWERS INITIAL DATE C:ROUTE -F DATE 9/04/97 DUE DATE 9/09/97 DUE DATE 9/23/97. DUE DATE NOT APPROVED (attach comments) 0 (Cer ficadon of occupancy required. ACTIVITY NUMBER D97 -0290 PROJECT NAME HOME DEPOT DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION E PLANNING DIVISION El PUBLIC WORKS ■ STRUCTURAL El PERMIT COORDINATOR Q DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE fl NOT COMPLETE COMMENTS TUES /TIiURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED 1:g1 ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL L REVIEWERS INITIAL APPROVED C:ROUTE -F PLAN REVIEW / ROUTING SLIP .4'"C9 -- . DATE APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: APPROVED W/ CONDITIONS DATE REVIEWERS INITIAL DATE DATE 9/04/97 DUE DATE 9/09/97 NOT APPLICABLE 0 DUE DATE 9/23/97• APPROVED n APPROVED W/ CONDITIONS NOT APPROVED (attach comments) Q DUE DATE NOT APPROVED (attach comments) Q (Certification of occupancy required. G SPECIFICATIONS FOR UTHCENTER CORPORATE SQUARE OBBY ADDITION TO BUILDING 10 Prepared By NBBJ Architects 111 S. Jackson St. Seattle, WA 98104 Coughlin Porter Lundeen Structural Engineers 217 Pine Street, Suite 520 Seattle, WA 98101 ', • " •• ,", , `.; • ■ • Owner Lowe Enterprises Northwest, Inc. 600 University Street, Suite 2820 Seattle, WA 98101 Job No.r August 9 EGISTERED ARCHITECT IL • 1194 1.3!! a WASHING:211 BAIN, RECEIVED my OF TUKWILA SEP 0 4 1997 PERMIT CENTER 0 Dell"P Oolq ,SOUTHCENTER CORPORATE SQUARE 'LOBBY:ADDITION TO BUILDING 10 SECTION 00010 - TABLE OF CONTENTS Section Number Title 4RODUCT-SPECIFICATIONS. ..D 2 -:Sitework : 62070•,. Selective Demolition Division 3 - Concrete Cast-In-Place Concrete - „ Division 4 - Masonry Not _ . , - Division 5.- Metals Not Used Division 6 -.Wood and Plastics ' H. , 06100 Rough Carpentry Division .7 - Thermal and Moisture Protection 07240 Exterior Insulation and Finish SystemS ' 07275 Firestopping - 07600 Flashing and Sheet Metal . • 07900 Joint Sealers •: . • . . • • • -Division 8 - Doors and Windows. 08110 Steel Doors and Frames 08415 08700 .08800 -:Division 9 - Finishes 09 . Gypsum Board Systems 09680 Carpet 09900 Painting Division 10 Not Used Division Not Used Division Not Used Division Not Used Division Not Used Division Not Used Division Not Used 24646.02 Aluminum Entrances and Storefront Builders' Hardware Glass and Glazing - Specialties 11 - Equipment 12 - Furnishings 13 - Special Construction 14 - Conveying Systems 15 - Mechanical 16 - Electrical END OF SECTION 00010 - 1 <. PART -1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The work includes selective demolition within the existing buildings. 2. The general extent of selective demolition work is indicated on the drawings where new construction interfaces with existing. building. 3. Elsewhere within the existing building, the drawings do not necessarily indicate items which are required to be removed; however, drawings of these areas do show new rooms and new area layouts, new finishes, etc.; based on new construction shown within existing building, Contractor shall determine the extent of selective demolition to accommodate the new work. 4.. The Contractor is responsible for determining scope and extent of demolition in order to allow for remodeling as shown on the Drawings. Specific demolition notes are indicated on the Drawings which are in addition to the General Contractors required scope to accommodate the new work. Contractor is warned that there may be unknown alterations and unforeseen or unknown conditions above existing ceilings, behind existing wall furring, below concrete floor slabs, and within existing walls, and partitions. 6. Refer to Electrical drawings and specifications for additional requirements. 7 Demolition work includes protection of existing construction to remain, as well as removal and disposal of demolished materials 8. Demolition work includes saw cutting exterior concrete. Use double cutting technique to prevent spalling. B. Salvage: Owner will mark and retain salvageable items as determined with the Contractor. 1 2 QUALITY ASSURANCE A. Requirements of Regulatory Agencies: Comply with applicable requirements of rules, regulations, laws, ordinances of governing authorities. B. Cutting and Patching: •Do not cut and patch work exposed on the building exterior or in it's occupied spaces in a manner that would, in the Architect's opinion, result in lessening the building aesthetic qualities. Do not cut and patch work in a manner that would result in substantial visual evidence of cut and patch work. Saw cut exterior concrete so that intersecting cuts meet precisely without cut extending beyond corner. 1.3 PROJECT CONDITIONS A. Occupancy: Owner may be occupying areas of the building immediately adjacent to areas of selective demolition. Coordinate with Owner. Conduct demolition work in a manner that will minimize need for disruption of Owner's normal operations. B. Existing Building Exits: Contractor's materials and activities shall not block any exit or impair floor to floor separation while the building is occupied. 24646.02 'SOUTHCENTER.CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 02070 SELECTIVE DEMOLITION 02070 - 1 SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 02070 SELECTIVE DEMOLITION C. Partial Removal: Items of salvaged value to Contractor may be removed from structure as work progresses. Salvaged items must be transported from site as they are removed. Storage of removed items on site will not be permitted. D. Fire Protection: All practical measures shall be taken to ensure fire protection during all phases of the work. This shall include expediting construction of fire division walls, temporary cross hallway fire stop at the division walls, and securing the building from unauthorized entry. No flammable liquids, welding /cutting equipment, or compressed gases shall be used, except under specific Fire Department Permit and approval from the Owner. E. Protection: Provide temporary barricades and other forms of protection as required to protect Owner's personnel and general public from injury due to selective demolition. 1. Provide protective measures as required to ensure free and safe passage of Owner's personnel and general public to and from occupied portions of the building. 2. . Erect temporary covered passageways as required by authorities having jurisdiction. 3. Provide interior and exterior shoring, bracing, or support to prevent movement, settlement, or collapse of structure or element to be demolished, and adjacent facilities or work to remain. 4 Protect from damage existing finish work that is to remain in place and becomes exposed during demolition operations. 5. Protect floors with suitable coverings when necessary. 6. Construct temporary dust proof partitions to separate areas where noisy or extensive dirt or dust operations are performed. Equip partitions with dust proof doors and security locks, if required. 7. Provide temporary weather protection during interval between demolition and removal of existing construction on exterior surfaces, and installation of new construction to ensure that no water leakage or damage occurs to structure or interior areas of existing buildings. 8. Remove protections at completion of work and restore effected finishes. F. Damages: Promptly repair damages caused to adjacent facilities by demolition work at no cost to Owner. G. Traffic: Conduct selective demolition operations and debris removal in a manner to ensure minimum interference with streets, walks, and other adjacent occupied or used facilities. Do not close, block or otherwise obstruct streets, walks or other occupied or used facilities without written permission from authorities having jurisdiction. H. Utility Services: Maintain existing utilities indicated to remain, keep in service, and protect against damage during demolition operations. Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction and the Owner. Provide temporary services during interruptions to existing utilities, as acceptable to governing authorities. 24646.02 02070 - 2 C . l 'SOUTHCENTER,CORPORATE SQUARE LOBBY ADDITION TO'BUILDING 10 SECTION 02070 SELECTIVE DEMOLITION. PART 2 - PRODUCTS 2.1 MATERIALS A. Provide all materials, equipment, tools, and methods. required for the completion of demolition work as indicated and specified hereinafter. PART 3 - EXE 3.1 . INSPECTION A. Prior to commencement of selective demolition work, inspect areas in which work will be performed. Document existing conditions of structure, surfaces, equipment or to surrounding properties which could be misconstrued as damage resulting from selective demolition work; file with Owner prior to starting. 3.2 PREPARATION Provide interior and exterior shoring, bracing, or support of building components to prevent movement or collapse during demolition. Cease operations and notify the Owner immediately if safety of structure appears to be endangered. Take precautions to support structure until determination is made for continuing operations. Erect and maintain dust -proof partitions and closures as necessary to prevent spread of dust or fumes to occupied portions of the building. 1. Where selective demolition occurs immediately adjacent to occupied portions of the building, construct dust -proof partitions. 2. Provide weather -proof closures for exterior openings resulting from demolition work. 3.3 REMOVAL OF EXISTING ROOFING MATERIALS A. Remove existing roofing materials as indicated down to substrate. Schedule work in such a manner so as to maintain the waterproof integrity of the building at all times. If required, provide temporary roofing in order to maintain the waterproof integrity of the building. B. Remove asphalt which remains on the existing substrate. The extent of removal shall be such to enable maximum penetration of asphalt primer and complete adhesion of the new roofing system. C. Dispose of materials collected in the removal operations. 3.4 SELECTIVE DEMOLITION A. Perform selective demolition work in a systematic manner. Use such methods as required to complete work indicated or required. B. Contractor shall first remove gypsum wallboard from existing walls to be removed, ceiling tiles, gypsum wallboard from existing ceilings to be removed to allow inspection of existing plumbing, HVAC ducts and other mechanical and electrical items. 1. After mechanical and electrical items have been uncovered, Contractor shall notify the Owner if there are any questions or if it is unclear as to the future status of these items (ie. remove, cap or reroute). 24646.02 02070 - 3 SOUTHCENTER.00RPORATESQUARE,•' LOBBY ADDITION ,TO -BUILDINd -10 , • • SECTION,02070 SELECTIVE(DEMOLITION • ..:!141here' partitions are designated or required to be removed, remove doors, frames, relites, equipment and associated mechanical and - .electrical items., Patch floors, walls, columns, and ceilings to remain where they intersect with walls to be removed. Patch, repair, or inf ill existing suspended ceiling grids which are designated or :.%,iequired•to be removed. • . • Remove wall base from walls and columns wherever walls intersect areas :scheduled to receive new carpet. ' - • • • • .. If unanticipated mechanical, electrical or structural:elementswhich conflict with intended function or design are encountered, investigate ;. ..4nd'measureboth naUreand. the'conflictSubmit report to Ownerinwritten,:acduratedetaill. Pending receipt of directive from :Ownerirearrange:.selective demolition schedule4s1:nebessary•to:,. :2cOntinue : 3.5 • REMOVALS 24646.02 42emove debris, rubbish and other materials resulting from demolition: operations from building on a basis.: Transport and legally dispose of material off-site. -- • •: END OF SECTION 02070 .= 4 C PART 1 - GENERAL 1.1 SUMMARY 1.3 SUBMITTALS 1.4 QUALITY ASSURANCE 24646.02 SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 03300 CAST -IN -PLACE CONCRETE A. Section Includes: 1. Formwork for cast -in -place concrete, with shoring, bracing, and anchorage. 2. Formwork accessories. 3. Form stripping. 4. Reinforcing steel for cast -in -place concrete. 5. Cast -in -place concrete, including concrete for the following: a. Foundations, footings. b. Slabs on grade. c. Foundation walls. 6. Integral colored concrete. 7. Concrete curing. 8. Concrete sealing. 1.2 DEFINITIONS A. Unexposed Finish: A general -use finish, with no appearance criteria, applicable to all formed concrete concealed from view after completion of construction. B. Exposed Finish: A general -use finish applicable to all formed concrete exposed to view and including surfaces which may receive a paint coating (if any). A. Quality Control Submittals: Submit to the Owner the following information related to quality assurance requirements specified: 1. Design data: Submit proposed mix designs and test data before concrete operations begin. Identify for each mix submitted the method by which proportions have been selected. a. For mix designs based on field experience, include individual strength test results, standard deviation, and required average compressive strength f'c calculations. b. For mix designs based on trial mixtures, include trial mix proportions, test results, and graphical analysis and show required average compressive strength f'c. c. Indicate quantity of each ingredient per cubic yard of concrete. d. Indicate type and quantity of admixtures proposed or required. 2. Certifications: Provide certification from an independent testing agency that mechanical connectors for reinforcing steel comply with specified requirements. 3. Submit batch tickets complying with ASTM C 685 or delivery tickets complying with ASTM C 94, as applicable, for each load of concrete used in the work. 4. Cold weather concreting: Submit description of planned protective measures. 5. Hot weather concreting: Submit description of planned protective measures. A. Codes and Standards: Comply with the following documents, except where requirements of the contract documents or of governing codes and governing authorities are more stringent: 1. ACI 301. 03300 - 1 ''SOUTHCENTER :CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 03300 CAST -IN -PLACE CONCRETE 2. ACI 318. 3. .CRSI Manual of Standard Practice. Source of Materials: Obtain materials of each type from same source for the entire project. 1.5 DELIVERY, STORAGE, AND HANDLING Deliver reinforcement to project site bundled and tagged with metal tags indicating bar size, lengths, and other data corresponding to information shown on placement drawings. 1. Store concrete reinforcement materials at the site to prevent damage and accumulation of dirt or rust. Store cementitious materials in a dry, weathertight location. Maintain . accurate records of shipment and use. C. Store aggregates to permit free drainage and to avoid contamination with deleterious matter or other aggregates. When stockpiled on ground, discard bottom 6 inches of pile. Handle aggregates to avoid segregation. 1.6 PROJECT CONDITIONS A. Cold- Weather Concreting: Comply fully with the recommendations of ACI 306. 1. Well in advance of proposed concreting operations, advise the Owner of planned protective measures including but not limited to heating of materials, heated enclosures, and insulating blankets. Hot- Weather Concreting: Comply fully with the recommendations of ACI 305R. 1. Well in advance of proposed concreting operations, advise the Owner of planned protective measures including but not limited to cooling of materials before or during mixing, placement during evening to dawn hours, fogging during finishing and curing, shading, and windbreaks. PART 2 - PRODUCTS 2.1 FORMWORK A. Facing. Materials: 1. Unexposed finish concrete: Any standard form materials that produce structurally sound concrete. 2. Exposed finish concrete: Materials selected to offer optimum smooth, stain -free final appearance and minimum number of joints. Provide materials with sufficient strength to resist hydrostatic head without bow or deflection in excess of allowable tolerances, and as follows: a. Overlaid plywood: PS -1 "B -B High Density Concrete Form Overlay," Class I. 24646.02 03300 - 2 1 2.2 REINFORCING MATERIALS Reinforcing Bars: Provide deformed bars complying with the following, . except where otherwise indicated: 1. ASTM A 615, Grade 40. B. Provide mechanical connections for reinforcement splices of the type indicated and capable of developing at least 125 percent of the specified yield strength of the bar when tested in tension and compression. C. Provide end bearing splices complying with.ACI 318 and of the type indicated. SOUTHCENTER CORPORATE SQUARE LOBBY:ADDITION•TO BUILDING 10 SECTION" 03300 CAST -IN -PLACE CONCRETE Formwork Accessories: 1. Form coating: Form release agent that will not adversely affect concrete surfaces or prevent subsequent application of concrete coatings. 2. Metal ties: Commercially manufactured types; cone snap ties, taper removable bolt, or other type which will leave no metal closer than 1 -1/2 inches from surface of concrete when forms are removed, leaving not more than a 1- inch - diameter hole in concrete surface. 3 Fillets: Wood or plastic fillets for chamfered corners, in maximum lengths possible. Reinforcing Accessories: 1. Tie wire: Black annealed type, 16 -1/2 gage or heavier. 2. Supports: Bar supports conforming to specifications of CRSI "Manual of Standard Practice." a. Class 1 (plastic protected) at all formed surfaces which will be exposed to weather. b Class 1 (plastic protected) or Class 2 (stainless steel protected) at all formed surfaces which will be exposed to view but not to weather. c. Precast concrete blocks of strength equal to or greater than specified strength of concrete or Class 3 supports equipped with sand plates, where concrete will be cast against earth. Concrete masonry units will not be accepted. 2.3 CONCRETE MATERIALS A. Portland Cement: ASTM C 150, and as follows: 1. Type I, except where other type is specifically permitted or required. a. Type I may be replaced by Type III (high early strength) for concrete placed during cold weather. B. Water: Potable. C. Aggregates: 1. Normal weight concrete: ASTM C 33. a. Class 5M., 2. Maximum size of coarse aggregates, whichever is least: a. One -fifth narrowest dimension between sides of forms. b. One -third of depth of slabs. c. Three - fourths of minimum clear distance between reinforcing bars or between bars and side of form. d. Columns and piers: Two- thirds of minimum clear distance between bars. D. Admixtures - General: Admixtures which result in more than 0.1 percent of soluble chloride ions by weight of cement are prohibited. 24646.02 03300 - 3 24646,02 E Air- Entraining Admixture: ASTM C 260 and certified by manufacturer for compatibility with other mix components. '1. Products: . The following products, provided they comply with requirements of the contract documents, will be among those . considered acceptable: a. "Air Mix "; The Euclid Chemical Company. b. "Sika -Aer "; Sika Corporation. c. "Micro -Air "; Master Builders, Inc. d. "Darex AEA "; W. R. 'Grace & Co. e. "Burke 2001" or "Burke 2002 "; The Burke Company. F. Water- Reducing Admixture: ASTM C 494, Type A. 1. Products: The following products, provided they comply with requirements of the contract documents, will be among those considered acceptable: a. "WRDA Hycol "; W. R. Grace & Co. b. "Eucon WR -75 "; The Euclid Chemical Company., c. "Pozzolith Normal "; Master Builders, Inc. .d. "Plastocrete 161 ";•Sika Corporation. e. "Prokrete N "; Master Builders, Inc. (former Conchem product). G Water- Reducing, Retarding Admixture: ASTM C 494, Type D. 1., Products: The following products, provided they comply with requirements of the contract documents, will be among those considered acceptable: a. "Pozzolith Retarder "; Master Builders, Inc. b. "Eucon Retarder 75 "; The Euclid Chemical Company. c. "Daratard -17 "; W. R. Grace & Co. d. "Plastiment "; Sika Corporation. e. "Protard "; Master Builders, Inc. (former Conchem product). H: Water- Reducing and Accelerating Admixtures: ASTM C 494, Type E. I.' High -Range Water- Reducing Admixture (Superplasticizer): ASTM C 494, Type F or G. 1. Products: The following products, provided they comply with requirements of the contract documents, will be among those considered acceptable: a. "WRDA 19" or "Daracem- 100 "; W. R. Grace & Co. b. "PSP Superplasticizer"; Master Builders, Inc. (former Conchem product). c. "Sikament 300 "; Sika Corporation. d. "Eucon 37 "; The Euclid Chemical Company. e. "Rheobuild "; Master Builders, Inc. 2.4 MISCELLANEOUS MATERIALS AND ACCESSORIES SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 ' SECTION' 03300 CAST -IN -PLACE CONCRETE A. Nonshrink Grout: ASTM C 1107. 1. Type: Provide metallic type only. 2. Products: The following products, provided they comply with requirements of the contract documents, will be among those considered acceptable: a. Metallic type: (1) "Vibro -Foil Neutral "; A. C. Horn, Inc. (2) "Metallic Spec. Grout "; The Burke Company. (3) "Embeco 885 "; Master Builders, Inc. (4) "Hi -Mod Grout "; The Euclid Chemical Company. (5) "Ferro- Grout "; L & M Construction Chemicals, Inc. (6) "Supreme Plus "; Cormix Construction Chemicals. b. Nonmetallic type: (1) "Masterflow 928 "; Master Builders, Inc. (2) "Sonogrout 14k "; Sonneborn Building Products 03300 - 4 (3) (4) (5) SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 03300 CAST -IN -PLACE CONCRETE •Division /ChemRex, Inc. "Euco N -S Grout "; The Euclid Chemical Company. "Crystex "; L & M Construction Chemicals, Inc. "588 Grout "; W. R. Meadows, Inc. Color: Pigments: Frank D. Davis, L. M. Scoffield, or approved synthetic mineral oxide, sunlight and alkali -fast, conforming to ASTM C979, and certified to be resistant to lime and other alkalies and be compatible with other admixtures specified. 1. Colors: a. "CONC -1 ": Davis "Light Gray ". b. "CONC -2 ": Davis "Taupe ". C Burlap: AASHTO M 182, Class 2 jute or kenaf cloth. D. Moisture - Retaining Cover: ASTM C 171, and as follows: 1. Curing paper. 2. Polyethylene film. 3. White burlap - polyethylene sheeting. E. Bonding Compound: Non - redispersable acrylic bonding admixture, ASTM C 1059, Type II. F...'Epoxy Bonding Systems: ASTM C 881; type, grade, and class as required for project conditions. G. Concrete Sealer: Prosoco "Enviroseal 20 ", or approved. 2.5 CONCRETE MIX DESIGN A. Review: Do not begin concrete operations until proposed mix has been reviewed by the Owner. B. Proportioning of Normal Weight Concrete: Comply with recommendations of ACI 211.1. C. Required Average Strength: Establish the required average strength f(cr) of the design mix on the basis of either field experience or trial mixtures as specified in ACI 301, and proportion mixes accordingly. If trial mixtures method is used, employ an independent testing agency acceptable to the Owner for preparing and reporting proposed mix design. D. Specified compressive strength f'(c) at 28 days: 2500 psi. E. Admixtures: 1. Air - entraining admixture: Use in mixes for exterior exposed concrete unless otherwise specifically indicated. Add at rate to achieve total air content in accordance with Table 1.4.3 of ACI 201.2. For concrete not exposed to exterior, add at rate to achieve total air content between 2 percent and 4 percent. a. Do not use in slabs -on -grade scheduled to receive topping, unless manufacturer of topping recommends use over air - entrained concrete. 2. Water- reducing admixture: Add as required for placement and workability. 3. Water - reducing and retarding admixture: Add as required in concrete mixes to be placed at ambient temperatures above 90 degrees F. 4. Water - reducing and accelerating admixture: Add as required in concrete mixes to be placed at ambient temperatures below 50 degrees F. 5. High -range water- reducing admixture (superplasticizer): Add as required for placement and workability. 24646.02 03300 - 5 SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 03300 CAST -IN- PLACE CONCRETE 6. Do not use admixtures not specified or. approved. F. Mix Adjustments: Provided that no additional expense to Owner is involved, Contractor may submit for Owner's approval requests for adjustment to approved concrete mixes when circumstances such as changed project conditions, weather, or unfavorable test results occur. Include laboratory test data substantiating specified properties with mix adjustment requests. 2.6 CONTROL OF MIX IN THE FIELD A. Slump: A tolerance of up to 1 inch above approved design mix slump will be permitted for 1 batch in 5 consecutive batches tested. Concrete of lower slump than that specified may be used, provided proper placing and consolidation is obtained. B. Total Air Content: A tolerance of plus or minus 1 -1/2 percent of approved design mix air content will be allowed for field measurements. C. Do not use batches that exceed tolerances. 2.7'. CONCRETE MIXING A. On -Site Equipment: Mix concrete materials in appropriate drum type batch machine mixer, in compliance with ASTM C 685. Mix each batch minimum of 1 -1/2 minutes and maximum of 5 minutes before discharging concrete. Clean thoroughly at end of day and before changing concrete type. B. Transit Mixers: Mix concrete materials in transit mixers, complying with requirements of ASTM C 94. 1. At ambient temperatures of 85 to 90 degrees F, reduce mixing and delivery time to 75 minutes. 2. At ambient temperatures above 90 degrees F, reduce mixing and delivery time to 60 minutes. PART 3 - EXECUTION 3.1 CONCRETE FORM PREPARATION A. General: Comply with requirements of ACI 301 for formwork, and as herein specified. The Contractor is responsible for design, engineering, and construction of formwork, and for its timely removal. B. Earth Forms: Earth forms are not permitted. C. Design: Design and fabricate forms for easy removal, without impact, shock, or damage to concrete surfaces or other portions of the work. Design to support all applied loads until concrete is adequately cured, within allowable tolerances and deflection limits. D. Construction: Construct and brace formwork to accurately achieve end results required by contract documents, with all elements properly located and free of distortion. Provide for necessary openings, inserts, anchorages, and other features shown or otherwise required. 1. Joints: Minimize form joints and make watertight to prevent leakage of concrete. a. Align joints symmetrically at exposed conditions. 2. Chamfers: Provide chamfered edges and corners at exposed locations, unless specifically indicated otherwise on the drawings. 3. Permanent openings: Provide openings to accommodate work of other trades, sized and located accurately. Securely support items built 24646.02 03300 - 6 ', C t t 24646.02 .SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 03300 CAST -IN -PLACE CONCRETE into forms; provide additional bracing at openings and discontinuities in formwork. 4. Temporary openings: Provide temporary openings for cleaning and inspection in most inconspicuous locations at base of forms, closed with tight- fitting panels designed to minimize appearance of joints in finished concrete work. Tolerances for Formed Surfaces: Comply with minimum tolerances established in ACI 117, unless more stringent requirements are indicated on the drawings. F. Release Agent: Provide either form materials with factory- applied nonabsorptive liner or field - applied form coating. If field - applied coating is employed, thoroughly clean and recondition formwork and reapply coating before each use. Rust on form surfaces is unacceptable. 3.2 CONNECTION TO EXISTING CONCRETE A. Preparation: At locations where new concrete is to join existing concrete, prepare existing surface by cleaning with wire brush and applying bonding compound in accordance with manufacturer's instructions. B. Doweled Connections: At locations where new concrete is doweled to existing work, drill holes in existing concrete, insert steel dowels with premanufactured cardboard sleeves. 3.3 PLACING REINFORCEMENT A. General: Comply with requirements of ACI 301 and as herein specified. B. Preparation: Clean reinforcement of loose rust and mill scale, soil, and other materials which adversely affect bond with concrete. C. Placement: Place reinforcement to achieve not less than minimum concrete coverages required for protection. Accurately position, support, and secure reinforcement against displacement. Provide Class C tension lap splices complying with ACI 318 unless otherwise indicated. Do not field -bend partially embedded bars unless otherwise indicated or approved. 1. Use approved bar supports and tie wire, as required. Set wire ties to avoid contact with or penetration of exposed concrete surfaces. Tack welding of reinforcing is not permitted. 2. Wire fabric: Install in maximum lengths possible, lapping adjoining pieces not less than one full mesh. Offset end laps to prevent continuous laps in either direction, and splice laps with tie wire. D. Welding: Welding of reinforcement is not permitted. 3.4 JOINT CONSTRUCTION A. Construction Joints: Locate and install construction joints as indicated on drawings. If construction joints are not indicated, locate in manner which will not impair strength and will have least impact on appearance, as acceptable to the Owner. 1. Keyways: Provide keyways not less than 1 -1/2 inches deep. 2. Reinforcement: Continue reinforcement across and perpendicular to construction joints, unless details specifically indicate otherwise. B. Control Joints: Construct contraction joints in slabs poured on grade to form panels of sizes indicated on drawings, but not more than 15 feet apart in either direction. 1. Use tooled joints with 1/4 -inch round at all exterior slabs. 03300 - 7 3.6 CONCRETE PLACEMENT SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION -TO BUILDING 10 SECTION 03300 CAST -IN -PLACE CONCRETE 3.5 INSTALLATION OF EMBEDDED ITEMS A. General: Set anchorage devices and other items required for other work connected to or supported by cast -in -place concrete, using templates, setting drawings, and instructions from suppliers of items to be embedded. 1. Edge Forms and Screeds: Set edge forms and intermediate screeds as necessary to achieve final elevations indicated for finished slab surfaces. A. Preparation: Provide materials necessary to ensure adequate protection of concrete during inclement weather before beginning installation of concrete. B. Inspection: Before beginning concrete placement, inspect formwork, reinforcing steel, and items to be embedded, verifying that all such work has been completed. 1. Wood forms: Moisten immediately before placing concrete in locations where form coatings are not used. C. Placement - General: Comply with requirements of ACI 304 and as follows: 1. Schedule continuous placement of concrete to prevent the formation of cold joints. 2. Provide construction joints if concrete for a particular element or component cannot be placed in a continuous operation. 3. Deposit concrete as close as possible to its final location, to avoid segregation. D. Placement in Forms: Limit horizontal layers to depths which can be properly consolidated, but in no event greater than 24 inches. 1. Consolidate concrete by means of mechanical vibrators, inserted vertically in freshly placed concrete in a systematic pattern at close intervals. Penetrate previously placed concrete to ensure that separate concrete layers are knitted together. 2. Vibrate concrete sufficiently to achieve consistent consolidation without segregation of coarse aggregates. 3. Do not use vibrators to move concrete laterally. E. Slab Placement: Schedule continuous placement and consolidation of concrete within planned construction joints. 1. Thoroughly consolidate concrete without displacing reinforcement or embedded items, using internal vibrators, vibrating screeds, roller pipe screeds, or other means acceptable to Owner. 2. Strike off and level concrete slab surfaces, using highway straightedges, darbies, or bull floats before bleed water can collect on surface. Do not work concrete further until finishing operations are commenced. F. Cold Weather Placement: Comply with recommendations of ACI 306 when air temperatures are expected to drop below 40 degrees F either during concrete placement operations or before concrete has cured. 1. Do not use frozen or ice -laden materials. 2. Do not place concrete on frozen substrates. G. Hot Weather Placement: Comply with recommendations of ACI 305R when ambient temperature before, during, or after concrete placement is expected to exceed 90 degrees F or when combinations of high air temperature, low relative humidity, and wind speed are such that the rate of evaporation from freshly poured concrete would otherwise exceed 0.2 24646.02 03300 - 8 C. 24646.02 pounds per square foot per hour. 1. Do not add water to approved concrete mixes under hot weather conditions. 2. Provide mixing water at lowest feasible temperature, and provide adequate protection of poured concrete to reduce rate of evaporation. 3. Use fog nozzle to cool formwork and reinforcing steel immediately prior to placing concrete. 3.7 FINISHING FORMED SURFACES SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 03300 CAST -IN -PLACE CONCRETE A. Repairs, General: Repair surface defects, including tie holes, immediately after removing formwork. 1. Remove honeycombed areas and other defective concrete down to sound concrete, cutting perpendicular to surface or slightly undercutting. Dampen patch location and area immediately surrounding it prior to applying bonding compound or patching mortar. 2. Before bonding compound has dried, apply patching mixture matching original concrete in materials and mix except for omission of coarse aggregate, and using a blend of white and normal portland cement as necessary to achieve color match. Consolidate thoroughly and strike off slightly higher than surrounding surface. B. Unexposed Form Finish: Repair tie holes and patch defective areas. Rub down or chip off fins or other raised areas exceeding 1/4 inch height. C Exposed Form Finish: Repair and patch defective areas, with fins or other projections completely removed and smoothed. 1. Smooth rubbed finish: Apply to surfaces indicated no later than 24 hours after form removal. a. Wet concrete surfaces to be finished and rub with Carborundum brick or other abrasive until uniform color and texture are achieved. b. Do not apply separate grout mixture. 2. Contiguous unformed surfaces: Strike smooth and float to a similar texture tops of walls, horizontal offsets, and other unformed surfaces adjacent to or contiguous with formed surfaces. Continue final finish of formed surfaces across unformed surfaces, unless otherwise specifically indicated. 3.8 FINISHING SLABS A. Finishing Operations - General: 1. Do not directly apply water to slab surface or dust with cement. 2. Use hand or powered equipment only as recommended in ACI 302.1R. 3. Screeding: Strikeoff to required grade and within surface tolerances indicated. Verify conformance to surface tolerances. Correct deficiencies while concrete is still plastic. 4. Bull Floating: Immediately following screeding, bull float or darby before bleed water appears to eliminate ridges, fill in voids, and embed coarse aggregate. Recheck and correct surface tolerances. 5. Do not perform subsequent finishing until excess moisture or bleed water has disappeared and concrete will support either foot pressure with less than 1/4 -inch indentation or weight of power floats without damaging flatness. 6. Final floating: Float to embed coarse aggregate, to eliminate ridges, to compact concrete, to consolidate mortar at surface, and to achieve uniform, sandy texture. Recheck and correct surface tolerances. 7. Troweling: Trowel immediately following final floating. Apply first troweling with power trowel except in confined areas, and apply subsequent trowelings with hand trowels. Wait between 03300 - 9 24646.02 SOUTHCENTER.CORPORATE`SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 03300 CAST -IN -PLACE CONCRETE trowelings to allow concrete to harden. Do not overtrowel. Begin final troweling when surface produces a. ringing sound as trowel is moved over it. Consolidate concrete surface by final troweling operation. Completed surface shall be free of trowel marks, uniform in texture and appearance, and within surface tolerance specified. B. Coordinate appearance and texture of required final finishes with the Owner before application. C. Broomed Float Finish: After floating and when water sheen has practically disappeared, apply uniform transverse corrugations approximately 1/16 inch deep, without tearing surface. Trowel and Fine Broom Finish: Follow trowel finishing operation immediately with fine brooming to achieve slightly scarified surface. E. Colored Finish: 1. Apply at rate recommended by manufacturer for intended service and color. 2. Apply trowel finish to complete installation. 3. Apply curing compound recommended by color pigment manufacturer immediately after final finishing. Do not use moisture cover or moisture curing methods. Slab Surface Tolerances: 1. Achieve flat, level planes except where grades are indicated. Slope uniformly to drains and to adjacent areas. Provide positive drainage to drainage areas. 2. Floated finishes: Depressions between high spots shall not exceed 5/16 inch under a 10 -foot straightedge. 3. Troweled finishes: Achieve level surface plane so that depressions between high spots do not exceed the following dimension, using a 10 -foot straightedge: a. 1/8 inch. G. Slab Finish Schedule: Apply finishes in the following typical locations and as otherwise shown on the drawings: 1. Broomed float: a. Sidewalks. b. Exterior slabs not otherwise scheduled. 2. Trowel and fine broom: a. Exposed interior floors not otherwise scheduled. 3. Colored finish: In locations shown on the drawings. H. Repair of Slab Surfaces: Test slab surfaces for smoothness and to verify surface plane to tolerance specified. Repair defects as follows: 1. High areas: Correct by grinding after concrete has cured for not less than 14 days. 2. Low areas: Immediately after completion of surface finishing operations, cut out low areas and replace with fresh concrete. Finish repaired areas to blend with adjacent concrete. Proprietary patching compounds may be used when approved by the Owner. 3. Crazed or cracked areas: Cut out defective areas, except random cracks and single holes not exceeding 1 inch in diameter, by cutting out and replacing with fresh concrete. Remove defective areas with clean, square cuts. Dampen exposed concrete and apply bonding compound. Mix, place, compact, and finish patching concrete to match adjacent concrete. 4. Isolated cracks and holes: Groove top of cracks and cut out holes not over 1 inch in diameter. Dampen cleaned concrete surfaces and apply bonding compound; place dry pack or proprietary repair compound acceptable to Owner while bonding compound is still active: 03300 - 10 C-. C 3.9 CONCRETE CURING AND PROTECTION A. General: 1. Prevent premature drying of freshly placed concrete, and protect from excessively cold or hot temperatures until concrete has cured. 2. Provide curing of concrete by one of the methods listed and as appropriate to service conditions and type of applied finish in each case. C Formed Surfaces: Cure formed concrete surfaces by moist curing with forms in place for full curing period or until forms are removed. 1. Keep wooden or metal forms moist when exposed to heat of the sun. 2. If forms are removed prior to completion of curing process, continue curing by one of the applicable methods specified. D. Surfaces Not in Contact with Forms: 1. Start initial curing as soon as free water has disappeared, but before surface is dry. 2. Keep continuously moist for not less than 3 days by uninterrupted use of any of the following: a. Water ponding. b. Water- saturated sand. c. Water -fog spray. d. Saturated burlap: Provide 4 -inch minimum overlap at joints. 3. Begin final curing procedures immediately following initial curing and before concrete has dried. a. Moisture - retaining cover: Lap not less than 3 inches at edges and ends, and seal with waterproof tape or adhesive. Repair holes or tears during curing period with same tape or adhesive. Maintain covering in intimate contact with concrete surface. Secure to avoid displacement. (1) Extend covering past slab edges at least twice the thickness of slab. (2) Do not use plastic sheeting on surfaces which will be exposed to view when in service. 4. Continue final curing to end of curing period. E. Avoid rapid drying at end of curing period. F. During and following curing period, protect concrete from temperature changes of adjacent air in excess of 5 degrees F per hour and 50 degrees F per 24 hours. Progressively adjust protective measures to provide uniform temperature changes over entire concrete surface. 3.10 REMOVAL OF FORMS AND SUPPORTS A. Non - Load - Bearing Formwork: Provided that concrete has hardened 24646.02 SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 03300 CAST -IN -PLACE CONCRETE a. Dry -pack mix: One part portland cement to 2 -1/2 parts fine aggregate and enough water as required for handling and placing. Install patching mixture and consolidate thoroughly, striking off level with and matching surrounding. surface. Do not allow patched areas to dry out prematurely.. Concrete Sealing:. Apply sealer in accordance with manufacturers recommendations. Curing Period: 1. Not less than 7 days for standard cements and mixes. 2. Not less than 4 days for high early strength concrete using Type III cement. 03300 - 11 SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 03300 CAST -IN -PLACE CONCRETE sufficiently that it will not be damaged, forms not actually supporting weight of concrete or weight of soffit forms may be removed after concrete has cured at not less than 50 degrees F for 24 hours. Maintain curing and protection operations after form removal. 3.11 MISCELLANEOUS CONCRETE ITEMS A. Fill -in: Fill in holes and openings left in concrete structures for passage of work by other trades after such work is in place. Place such fill -in concrete to blend with existing construction, using same mix and curing methods. 3.12 CONCRETE REPAIRS A. Perform cosmetic repairs of concrete surfaces as specified under concrete application. B. Perform structural repairs with prior approval of the Owner for method and procedure, using epoxy bonding systems. The Owner's approval is required for repair methods using materials other than those specified. 3.13 QUALITY CONTROL TESTING DURING CONSTRUCTION A. Composite Sampling, and Making and Curing of Specimens: ASTM C 172 and ASTM C 31. 1. Take samples at point of discharge. 2. For pumped concrete, perform sampling and testing at the frequencies specified herein at point of delivery to pump, and perform additional sampling and testing at the same frequency at discharge from line. Results obtained at discharge from line shall be used for acceptance of concrete. B. Slump: ASTM C 143. One test per batch. 1. Modify sampling to comply with ASTM C 94. C. Air Content of Normal Weight Concrete: ASTM C 173 or ASTM C 231. One test per strength test performed on air - entrained concrete. D. Concrete Temperature: 1. Test hourly when air temperature is 40 degrees F or below. 2. Test hourly when air temperature is 90 degrees F or above. 3. Test each time a set of strength test specimens is made. E. Compressive Strength Tests: ASTM C 39. 1. Compression test specimens: Mold and cure one set of 4 standard cylinders for each compressive strength test required. 2. Testing for acceptance of potential strength of as- delivered concrete: a. Obtain samples on a statistically sound, random basis. b. Minimum frequency: (1) One set per 100 cubic yards or fraction thereof for each day's pour of each concrete class. (2) One set per 3500 square feet of slab or wall area or fraction thereof for each day's pour of each concrete class. (3) When less than 5 cubic yards is placed in one day, the Owner may, at Owner's option, waive laboratory testing of specimens if adequate evidence of satisfactory strength is provided. (Molding and curing of these specimens is not waived.) (4) When the above testing frequency would provide fewer than 5 strength tests for a given class of concrete 24646.02 03300 - 12 C 24646.02 SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 03300 CAST -IN -PLACE CONCRETE during the project, conduct testing from not less than 5 randomly selected batches, or from each batch if fewer than 5. c. Test one specimen per set at 7 days for information unless an earlier age is required. Test 2 specimens per set for acceptance of strength potential; test at 28 days unless other age is specified. The test result . shall be the average of the two specimens. If one specimen shows evidence of improper sampling, molding, or testing, the test result shall be the result of the remaining specimen; if both show such evidence, discard the test result and inform the Owner. e. Retain one specimen from each set for later testing, if required. Strength potential of as- delivered concrete will be considered acceptable if all of the following criteria are met: (1) No individual test result falls below specified compressive strength by more than 500 psi. (2) Not more than 10 percent of individual test results fall below specified compressive strength f'(c). (3) Average of any 3 consecutive strength test results equals or exceeds specified compressive strength f'(c). Evaluate construction and curing procedures and implement corrective action when strength results for field -cured specimens are less than 85 percent of test values for companion laboratory -cured specimens. Test Results: Testing agency shall report test results in writing to Owner and Contractor within 24 hours of test. 1. Test reports shall contain the following data: a. Project name, number, and other identification. b. Name of concrete testing agency. c. Date and time of sampling. d. Concrete type and class. e. Location of concrete batch in the completed work. f. All information required by respective ASTM test methods. 2. Nondestructive testing devices such as impact hammer or sonoscope may be used at Owner's option for assistance in determining probable concrete strength at various locations or for selecting areas to be cored, but such tests shall not be the sole basis for acceptance or rejection. 3. The testing agency shall make additional tests of in -place concrete as directed by the Owner when test results indicate that specified strength and other concrete characteristics have not been attained. a. Testing agency may conduct tests of cored cylinders complying with ASTM C 42, or tests as directed. b. Cost of additional testing shall be borne by the Contractor when unacceptable concrete has been verified. END OF SECTION 03300 - 13 PART 1 GENERAL SOUTHCENTER CORPORATE SQUARE LOBBY'.ADDITION.TO BUILDING.. 10 SECTION 06100 ROUGH: CARPENTRY B. 24646.02 SUMMARY Section Includes: 1.. Carpentry work not specified as part of other sections and which generally is not exposed, except as otherwise 'indicated. .Rough carpentry for: a. Wood framing. b. Miscellaneous lumber for attachment and support other work. c. Sheathing. Preservative treatment. . Related Sections: 1. Finish carpentry: Elsewhere in Division 6. QUALITY ASSURANCE Lumber: Comply with NIST PS 20 and approved grading rules and inspection agencies. Inspection Agencies: 1. WCLB: West Coast Lumber Inspection C. Grade Stamps for Concealed Lumber: Each inspection agency and showing compliance requirement. Construction Panels: Comply with NBS PS specified; comply with APA PRP -108 where specified; bearing APA trademark showing specified requirement. 1.3 DELIVERY STORAGE AND HANDLING A. Protect wood products against moisture and dimensional changes. Support stacks at several uniformly spaced points to prevent deformation. Store stacks raised above ground. Cover to protect from rain and snow. Select and arrange cover to . allow air circulation under and all around stacks to prevent condensation. Maintain and restore displaced coverings. Remove from the site any wood products that have been subjected to moisture or that do not comply with the specified moisture requirements. PART 2 - PRODUCTS 2.1 DIMENSION LUMBER 06100 - 1 Bureau. piece of lumber, applied by with specified ' 1 where veneer plywood is APA rated panels are compliance with each A. Size: Provide nominal sizes indicated, complying with NIST PS 20 except where actual sizes are specifically required. 1. Surfacing: Dressed lumber (S4S). 2. Moisture content: S -dry or MC19 (19 percent maximum moisture content). B. Stud Framing -- 2 x 2 through 4 x 4 and 2 x 6: 1. Species: a. Any wood species /species group listed in National Design Specification Supplement. 2. Grade: No. 1 (Structural Light Framing). Joist and Small Beam Framing -- 2 x 6 through 4 x 16: 1. Species: a. Any wood species listed in National. Design. Specification Supplement. Grade: No. 1. Miscellaneous Lumber: Provide dimension lumber and boards necessary for the support of work specified in other sections, whether or not specifically indicated, and including but not limited to blocking, nailers, etc. 1. Moisture content: 19 percent maximum (S- dry): 2. Lumber: S4S, No. 2 or standard grade. 3. Boards: Construction, 2 common, or No. 2. grade. 2.2 . BOARDS - LESS THAN 2 INCHES THICKNESS Moisture Content: S -dry (19 percent. maximum). Surfacing: S4S. A. Grading, Agency:. 1. WCLB. 24646.02 Species: 1. Douglas Fir. 2. Hem -Fir. SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10. SECTION 06100 ROUGH. CARPENTRY Grade.: .No..3, 3.,common, or standard boards.: CONSTRUCTION PANELS Roof Sheathing: 1. APA rated sheathing: a. Exterior exposure class. b. 24/16 span rated. c. Tongue and groove edges. 2.4 MISCELLANEOUS MATERIALS B. Framing Connectors hot -dip galvanized required; approved C. Building Paper: 30- I (nonperforated). Fasteners: Provide as required by applicable codes and as otherwise indicated. 1. Provide fasteners with a hot -dip zinc coating (ASTM A 153) for treated lumber and where wood is in ground contact, subjected to high relative humidity, or exposed to weather. 2.5 WOOD TREATMENT BY PRESSURE. PROCESS and Supports: Prefabricated, formed steel units; finish unless otherwise indicated; type and size as by applicable codes. lb. felt; asphalt saturated felt, ASTM D 226, Type A. Aboveground Lumber: AWPB LP -2 (waterborne preservatives). 1. Kiln dried after treatment to 19 percent maximum moisture content. 2. Treat the following: a. Wood within 18 inches of grade. b. Other members indicated. B. Fasteners for Preservative Treated Wood: Hot -dip galvanized steel (ASTM A153). 06100 - 2 s . PART 3 - EXECUTION 3.1 INSTALLATION - GENERAL SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING'10 SECTION 06100 ROUGH CARPENTRY A. Arrange work to use full length pieces except where lengths would exceed commercially available lengths. Discard pieces with defects that would lower the required strength or appearance of the work. B. Cut and fit members accurately. Install plumb and true to line and level. Fasten carpentry in accordance with applicable codes and recognized standards. D. Where exposed, countersink nails and fill flush with suitable wood filler. E. Use fasteners of appropriate type and length. Predrill members when necessary to avoid splitting wood. •3.2 MISCELLANEOUS CARPENTRY A. Provide miscellaneous blocking, nailers, grounds, and framing as shown and as required for support of facing materials, fixtures, specialty items, and trim. Cut and shape to the required size. Provide in locations required by other work. B. Use countersunk fasteners appropriate to applied loading. 3.3 WOOD FRAMING - GENERAL A. Comply with sizes, spacing, and configurations indicated. Where not specifically indicated, comply with applicable codes and NFPA "Manual for Wood Frame Construction." Splice members only where specifically indicated or approved. B. Space fasteners as indicated. Where not specifically indicated, comply with applicable codes and the "Recommended Nailing Schedule" of NFPA "Manual for Wood Frame Construction" and "National Design Specification for Wood Construction." 3.4 BOARD SHEATHING A. Locate end joints over supports unless end matched boards are used. Separate joints in adjacent boards by at least one joist or stud space. Separate joints over the same support by at least two boards. Nail 6- inch -wide boards using two 8d nails at intermediate supports and three at diaphragm boundaries. Nail 8 -inch and wider boards using three 8d nails at intermediate supports and four at diaphragm boundaries. B. Install building paper weatherboard fashion, free of tears or gaps; lap edges at least 2 inches and ends at least 6 inches. Fasten with roofing nails. 24646.02 06100 - 3 SOUTHOENTEW,OORRORMISSQUARE • LOBOYI,ADDiTiON: TO 'BUILDING.i SECTION . • ROUGH: CARPENTRY • 24646.02 06100 -4 (.) C. PART 1 GENERAL .1.1 SUMMARY A. Section Includes: • 1. Class PB Type A exterior insulation and ,finish system. 2. Provide.alternate price for heavy duty fabric as shown on Drawings. SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 07240 EXTERIOR INSULATION AND FINISH SYSTEMS Section Does Not Include: 1. ., Construction or installation of substrates. Contractor shall confirm with Owner that existing plywood siding is adequate for Exterior Insulation and Finish System. C' Related Sections: 1. Building paper: Division 6. 2. Joint sealants: Elsewhere in Division 7. 3. Flashing: Elsewhere in Division 7. 4. Siding: Section 07460. 1.2 REFERENCES A. Uniform Building Code; International Conference of Building Officials (ICBO); 1994. B. Uniform Building Code Standards; International Conference of Building Code Officials (ICBO); 1994. 1.3 DEFINITIONS A. Class PB Type A Exterior Insulation and Finish System: 1. The materials forming the outer thermal and weathertight envelope of a building, excluding doors and windows, and comprising rigid thermal insulation, protective and decorative coatings, means of fastening to the supporting substrate, and related accessories as specified herein. 2. Class PB designates a base coating of the characteristics as defined by the Exterior Insulation Manufacturers Association. 3. Type A designates that the protective coating is reinforced with a fabric mesh of the type indicated. B. System Manufacturer: The manufacturer of the base and finish coatings. 1.4 SYSTEM DESCRIPTION A. Provide a Class PB Type A exterior insulation and finish system, including the following materials specified in this section: 1. Thermal insulation board. 2. Materials used for attachment of insulation board to substrates. 3. Protective coatings applied sequentially to insulation board. 4. Reinforcing fabrics. 5. Rigid joint trim. 6. Accessories necessary for a complete system. B. Provide system complying with the following requirements: 1. Fire tests: a. Tests performed on foam plastics shall have been performed using not less than the maximum thickness required by the project. b. Flame spread index (ASTM E 84) of foam plastic insulation: 24646.02 07240 - 1 1.5 SUBMITTALS 24646.02 SOUTHCENTER.CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 07240 EXTERIOR INSULATION AND FINISH SYSTEMS 75, maximum. c Smoke- developed index (ASTM E 84) of foam plastic insulation: 450, maximum. d. Insulation board and coatings and facings (each tested separately): (1) Flame spread index (ASTM E 84): 25, maximum. (2) Smoke developed index (ASTM 'E 84): 450, maximum. e. Specifically approved for use by the authorities having jurisdiction under paragraph 2602 of the Uniform Building Code. f. For those portions of the system applied to walls having a fire- resistive rating, system shall have been tested and shall have met the conditions of acceptance of Uniform Building Code Standard No. 7 -1. g. Potential heat of building materials (Uniform Building Code Standard No. 26 -1): 6000 Btu per square foot, maximum. h. Uniform Building Code Standard No. 26 -4: Wall system shall meet acceptance criteria. i. Systems not complying with one or more of the above requirements shall have been specifically approved for use by the authorities having jurisdiction under paragraph 1713(f) of the Uniform Building Code. Attachment Requirements: 1. Where indicated, secure insulation board to substrate using mechanical attachment. A. Product Data: 1. Product data for each material specified. 2. Manufacturer's detailed storage, mixing, and installation instructions. 3. International Conference of Building Officials Evaluation Report demonstrating acceptance of system. a. Submit reports issued by code organization which are acceptable to governing authorities and which demonstrate compliance with the referenced building code. b. Reports submitted shall have been issued within the time period stated thereon for reevaluation or shall be accompanied by the code organization's current reapproval listing. Independent laboratory test reports or certificates demonstrating compliance with specified requirements. 5. Warranty draft. B. Shop Drawings: 1. Details of mechanical attachment system, including spacing of fasteners. 2. Details of each edge and joint condition, including adjacent construction. ertificates:Signed ` by Submit to Owner. Installers are approved-lay. system manufacturer -.for; installation of the system. . 3. Substrates indicated are approved for system. 4. These specifications and the details shown on the drawings conform to manufacturer's recommendations. D. Reports: 1. Installer's report of inspection of substrate and conditions 07240 - 2 • 1.6 QUALITY ASSURANCE A. Manufacturer's representative shall visit the site to verify suitability of substrate preparation and to verify acceptability of system installation methods and workmanship. 1. Required visits: a. At the beginning of system installation. b. Twice during installation. c. Upon completion of the work. C. Manufacturer's Requirements: 1. System manufacturer shall certify that the system is suitable for use with substrates indicated herein and on the drawings. 2. System manufacturer shall review and certify that this specification and the details shown on the drawings conform to the manufacturer's recommendations. D. Regulatory Requirements: 1. Provide a system that conforms to the fire and code requirements enumerated under the paragraph titled "System Description" and the labeling requirements enumerated under the paragraph titled "Delivery, Storage, and Handling." E. Mock -up for First Building: 1. Construct mock -up of each system configuration and texture. Include typical edge, joint, sealant, and openings conditions. 2. Notify the Owner before constructing mock -ups. 3. Do not install system on project without the Owner's approval of mock -up. 4. Remove and dispose of mock -ups with the consent of the Owner only after substantial completion of work of this section is achieved. F. Preinstallation Conference: 1. Conduct conference at project site for purposes of a final review of the contract documents, manufacturer's instructions, and materials to be used. 2. The Contractor, the installer, the system manufacturer's representative, other trades as deemed appropriate by the Contractor, and the Owner shall be present. 3. Examine actual conditions of substrates to determine whether they are satisfactory for installation of system. 4. Examine the contract documents relating to system and compare with system manufacturer's current printed recommendations. 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to project site in manufacturer's original packaging. 1. Materials shall bear manufacturer's name, brand name, description of contents, and identifying markings in the form required by this specification. Materials not so labeled will be rejected and shall be immediately removed from the site. a. ._ Foam plastic insulation shall be listed by an independent testing agency acceptable to the authorities having • 24646.02 SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 07240 EXTERIOR INSULATION AND FINISH SYSTEMS affecting work. Manufacturer's representative's inspection report. Installer's Qualifications: 1. Approved by system manufacturer. 2. Installers shall have at least 10 years' successful experience in applications similar to those required for the project. 07240 - 3 I• 1.9 WARRANTY 1.10 MAINTENANCE MATERIALS 24646.02 SOUTHCENTER CORPORATE LOBBY. ADDITION TO BUILDING 10 SECTION 07240 EXTERIOR INSULATION AND FINISH SYSTEMS:. jurisdiction. Edge or face of each piece of insulation board shall bear the following identifying markings: (1) Inspection agency name. (2) Product for which the insulation is listed. (3) Identification of insulation manufacturer. (4) Flame spread and smoke - developed indexes. Store materials in accordance with manufacturer's recommendations. 1. Storage area: Clean, dry, well- ventilated; protected from sunlight and excessive heat. 2 Coating materials susceptible to frost damage: Store above 40 degrees F. 3 Insulation board: a. Do not expose to flame or other ignition source. b. Cover with opaque, light - colored tarps to shield from sunlight when exposed for extended periods. c. Do not expose to sunlight for more than 5 days before . covering with base coat. d. Do not expose to temperatures exceeding 165 degrees F. e. Store flat and at least 8 inches off the ground. 1.8 ENVIRONMENTAL CONDITIONS . A. Minimum Temperature of Ambient Air and Substrates: 40 degrees F or . above and steady or rising at time of installation and curing of coating materials and for at least 24 hours thereafter. B Hot- Weather Limits: As recommended by system manufacturer and depending upon air temperature, relative humidity, wind speed, and exposure to sun. Do. not .install coatings when conditions are outside of specified limits. . Partially completed work or work not fully cured that is exposed to the elements in excess of manufacturer's recommendations may be rejected. . A. System manufacturer's standard 5 -year labor and material warranty. B. This warranty shall be in addition to, and not a limitation of, other rights the Owner may have against the Contractor under the contract documents. C. Contractor's Warranty Period: 5 years from the date of substantial completion. D. Provide alternate bid for manufacturer's 10 -year labor and material warranty. A. Prior to substantial completion, deliver the following materials to the location designated by the Owner: 1. 25 anchors of each type used. 2. 50 square feet of each type of reinforcing mesh. 3. One unopened pail of each system coating component used on the project. 07240 - 4 PART 2 - PRODUCTS 2.1 MANUFACTURERS A.. Provide products complying with requirements of the contract and made by one of the following: 1. Dryvit Systems, Inc. 2. Senergy, Inc. B. 2.2. MATERIALS A. Mechanical Attachment Materials: 1. Manufacturer's standard system. 2. Fasteners: Permanent, corrosion - resistant fasteners capable of resisting design loads. a. Length as necessary to accommodate thickness of insulation and to provide required embedment in substrate. Insulation Board: 1. Expanded polystyrene board complying with ASTM C 578, Type I and with system manufacturer's additional requirements. 2. Thickness as shown on drawings. C. Reinforcing Fabric: 1. Alkali- resistant glass -fiber fabric manufactured especially for use in exterior insulation and finish system. 2. Intermediate duty fabric up to first reveal. 3. Standard duty above first reveal. 4. Alternate Number 1: Heavy Duty Reinforcing Fabric: Dryvit "Panzer Mesh," heavy duty glass fabric reinforcing. D. Base Coat: 1. Acrylic -based material, factory -mixed with sand and alkali- resistant glass fibers, mixed on site with portland cement. E.. Finish Coat: 1. Factory- mixed, 2. Acrylic -based m 3. Colors: a. "EIFS -1 ": b. "EIFS -2 ": c. "EIFS -3 ": 4. Texture: a. Sandpebble Fine. F. Trim Accessories: As supplied by system manufacturer. 1. Plastic Components as shown on Drawings. 2. Custom: As shown on Drawings. 3. Vents: As shown on Drawings. G. Miscellaneous Materials: Provide primers, intermediate coatings, accessories, etc., not otherwise specified herein if recommended by system manufacturer as necessary for a complete installation. 24646.02 SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 07240 EXTERIOR INSULATION AND FINISH SYSTEMS Single- Source Responsibility: 1. Provide only materials that are manufactured by or specifically approved by system manufacturer for use in specified system. 2... When required by system manufacturer, insulation board fabricated (by other than system manufacturer) for use with this system shall be labeled as required by system manufacturer. textured, integrally colored finish coating. aterial. Match Match Match Dryvit "449 Buckskin SWS -SPF7- 0109 ". Dryvit "440 Clover SWS -SPF6- 3387 ". Dryvit "452 Stormy Night SWS - SPF7 - 0093 ". 07240 - 5 documents 2.3 MIXING SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING. 10 SECTION 07240 EXTERIOR INSULATION AND'FINISH SYSTEMS Mix materials in accordance with manufacturer's instructions, using only manufacturer - approved materials in the instructed quantities. Use only freshly mixed materials. Apply materials within the time prescribed by the manufacturer and without retempering, unless specifically approved. PART 3 - EXECUTION 3.1 EXAMINATION A Examine substrates with installer and manufacturer's representative present. Determine whether or not substrate conditions are acceptable. C. Obtain approval of substrates by manufacturer's representative. D. Correct unsatisfactory conditions before proceeding with installation of system. 3.2 PREPARATION A. General: 1. Protect adjacent surfaces from contamination during application of coatings. 2. Schedule flashing and system installation as necessary to produce an integrated, water -tight envelope. 3. Substrates shall be free of water, moisture, and frost. 4. Nail any loose existing siding to achieve firm substrate. 3.3 INSULATION BOARD A. Use mechanical attachment over the following substrates: 1. Existing sheathing or siding. B. Mechanical Attachment: 1. Shim where necessary due to unevenness of substrate to achieve a level, plumb, planar, finished surface. 2. Do not over -drive fasteners. 3. Sheathing substrates: a. Drive fasteners squarely into framing members, achieving required embedment. b. Fasteners driven into sheathing only will not be accepted and shall be removed. C. Insulation Boards: 1. Arrange layout of insulation joints such that joints do not coincide with sheathing joints. 2. Form tightly butted, flush surfaced joints between adjacent boards and adjacent courses. Fill any gaps with precisely fitted insulation. Do not use adhesive to secure filler pieces. 3. Rasp joints where necessary to produce a smooth, even, flush surface. 4. Precisely fit insulation at openings and edges. Ensure that edge of insulation conforms to required edge details. 5. Interrupt insulation and form joints where indicated. 6. Construct joints as required for sealant application. a. Width of gap as needed for application of sealant after encapsulation of board edges with base coat, reinforcing 24646.02 07240 - 6 t fabric, and finish coat. Apply base coat, reinforcing fabric, and finish coat to exposed edges of insulation board including those forming substrates of sealed joints. Return base coat into joints. 3.4. COATINGS - GENERAL • Complete each coating in sections by working from joint to joint, from edge to edge, from ..corner to corner, or according to other such divisions in the surface. B. Work materials keeping a wet edge. C. Complete each application before initial set occurs. Allow each coating to cure before proceeding with subsequent operations. Remove excess coatings from joint trim while still wet. Protect each coating from damage and excessive heat, cold, water, and moisture while curing. G Install miscellaneous profiles where shown on drawings and where recommended by system manufacturer. 3.5 BASE COAT A. Apply a uniform thickness of base coat to insulation. 1. Thickness within system manufacturer's recommended minimum and maximum. B. Reinforcing Fabric: 1. Fully embed reinforcing fabrics in base coat while still plastic in order to produce smooth, evenly- coated installation. After embedment, pattern of fabric shall not be visible. 2. Comply with system manufacturer's requirements for lapping or wrapping fabric edges and for reinforcement at corners, edges, and joints. 3..6 FINISH COAT A. Apply finish coat; minimum 1/8 -inch thickness, maximum thickness as recommended by manufacture. B. Color and texture shall match approved mock -up. 3.7 CLEANING 3.8 PROTECTION 24646.02 SOUTHCENTER CORPORATE SQUARE LOBBY. ADDITION TO BUILDING 10' SECTION 07240 EXTERIOR INSULATION AND FINISH SYSTEMS A. Clean finished surfaces in a timely manner if required in order to prevent permanent discoloration. B. If discoloration or contamination occurs and cannot be removed, or if system suffers damage prior to substantial completion, then restore, or remove and replace, affected portions (reworking entire planar surfaces as necessary to conceal reworked area), using manufacturer's recommended restoration coatings or new materials meeting the requirements of this specification, as acceptable to the Owner. A. Protection of Work in Progress: 07240 - 7 24646.02 t • LOBBY souT HCAn ENT Errimi.:,; ( :) , ,:, But S I 6 N 11 9 1 7, SECTION EIU'COEE°R EXTERIOR 'INSULATION AND FINISH SYSTEM ,-,Provide temporary covering and other protection as necessary to • .:,,,preVent spattering of materials on other -work:.. :Provide temporary protection for tops of Walls and other expOsed, .;:locations until permanent construction is installed. . • ,Protect system and substrates from inclement weather during installation. Prevent infiltration of moisture'.behind:System and deterioration of substrates. Provide '.temporary protection of incomplete work at the ..end of each working .day and whenever work is not in progress. • . tempo rary . •Coverings...wh eMove_tempo • • END OF SECTION 07240 8 V4 • SOUTHCENTER CORPORATE' SQUARE LOBBY ADDITION TO BUILDING 10' SECTION. 07600 FLASHING AND SHEET METAL t PART 1 - GENERAL 1.1 SUMMARY Section. Includes:: 1. Sheet metal flashing and trim and gutters. 2. Fasteners and attachment devices.'. 3. Coatings and slip sheets. to isolate sheet metal from dissimilar materials. B. Wood blocking, nailers, edge strips, and battens are not specified in this section. 1.2 SUBMITTALS A Shop Drawings: Detailed drawings clearly indicating component profiles, joints, transitions, fastening methods, and relationship of flashing materials to adjacent construction. 1.3 QUALITY ASSURANCE A. Installer: A company familiar with installing products included in this section and which has completed at least 20 installations similar in scope to work included in this section. B. Quality Standard: 1. Fabricate and install sheet metal work in accordance with Sheet Metal and Air Conditioning Contractors' National Association, Inc. (SMACNA) "Architectural Sheet Metal Manual," unless specifically indicated otherwise. PART 2 - PRODUCTS 2.1 MATERIALS A. Prefinished Galvanized Steel Sheet: Coil coated, commercial quality steel sheet, ASTM A 526 or ASTM A 527, G90 hot -dip galvanized. 1. Minimum thickness: 24 gage (0.0239 inch), unless indicated otherwise. 2. Finish: 70 percent "Kynar 500" or "Hylar 5000" resin finish over epoxy primer; minimum system thickness 1.0 mil. Provide manufacturer's standard prime coat on underside. a. Color: Selected by Owner, after contract award, from manufacturer's standard color selection. 3. Provide strippable plastic protective film on prefinished surface. 2.2 ACCESSORY MATERIALS A. Fasteners: Corrosion - resistant metal of same material as the material being fastened, or other material recommended by sheet metal manufacturer. Match finish and color of exposed fastener heads to finish and color of sheet material being fastened. B. Sealant: As specified in Division 7. 1. Use noncuring type for concealed joints. 2. Use nonsag elastomeric type for exposed joints. C. Joint Adhesive: Two - component noncorrosive epoxy adhesive, recommended by metal manufacturer for sealing of nonmoving joints. 24646.02 07600 - 1 2.3. FABRICATION - GENERAL Form sheet metal to match profiles indicated, oil- canning, fish - mouths, and other defects. Comply with SMACNA "Architectural Sheet Metal indicated. SOUTHCENTER CORPORATE'SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 07600 FLASHING'AND SHEET METAL substantially free from Manual" for applications C.. .Provide for thermal expansion of .exposed sheet metal work exceeding 15 feet running length. 1: Flashing and trim: Provide movement joints at maximum spacing of 10 feet; no joints allowed within 2 feet of corner or intersection. Conceal fasteners and expansion provisions wherever possible. 1. Exposed fasteners are not allowed on faces of sheet metal exposed to public view. Form a 1/2 -inch hem on underside of exposed edges. Fabricate cleats and attachment devices from same material as sheet metal component being anchored or from compatible, noncorrosive metal recommended by . sheet metal manufacturer. 1. Gage: As recommended by SMACNA or metal manufacturer for application, but in no case less than gage of metal being secured. PART 3 - .EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions under which products of this section are to be installed and verify that work may properly commence. Do not proceed with the work until unsatisfactory conditions have been fully resolved. 1. Verify that nailers, blocking, and other attachment provisions for sheet metal work are properly located and securely fastened to resist effects of wind and thermal stresses. 3.2 PREPARATION A. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. B. Isolate dissimilar metals by means of an approved paint coating, adhered polyethylene sheet, or other means approved by the Owner. 3.3 INSTALLATION A. General: Comply with sheet metal manufacturer's installation methods and recommendations in the SMACNA "Architectural Sheet Metal Manual." B. Sealed Joints: Form minimum 1 -inch hooked joints and embed flange into sealant or adhesive. Form metal to completely conceal sealant or adhesive. 1. Use joint adhesive for nonmoving joints specified not to be soldered. 2. Moving joints: When ambient temperature is moderate (40 -70 degrees F) at time of installation, set joined members for 50 percent movement either way. Adjust setting position of joined members proportionally for temperatures above 70 degrees F. Do 24646.02 07600 - 2 not ' install sealant at temperatures below- 40 degree's - F F. Refer to section on sealants elsewhere in Division 7 for handling and installation requirements for joint sealers.. CLEANING AND :PROTECTION Remove protective film from prefinished sheet 'Metal immediately after installation. - < Repair or replace work which is damaged or defaced, as directed by the • 1. Refinish:marred and 'abraded areas of prefinished sheet using , finish manufacturer' s recommended methods .and material's ' RePlace, units 'which, in the opinion of the Owner, cannot satisfactorily:be' refinished in place. - • . . Protect sheet metal work as recommended by the installer so that -' work will be clean, secured, and .Without damage at - Substantial completion. .. ' SOUTHCENTER CORPORATE SQUARE LOBBY TO BUILDING SECTION 07600' FLASHING AND SHEET - METAL _ . • • 07600. - 3 1.. • ^.1,.., ^1, 1 •1 1 1 24646.02 L C PART 1 - GENERAL 1.1 SUMMARY 1.2 SUBMITTALS 1.3 QUALITY ASSURANCE 1.4 DELIVERY, HANDLING & STORAGE 24646.02 SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 07900 JOINT SEALERS -A. Section Includes: Provide joint sealers and backing materials for sealing of interior and exterior joints in construction.' 1. "Sealant ", "Joint Sealer ", "Calk ", "Caulk ", "Calking ", and "Caulking" are interchangeable terms for purposes of this contract. Refer to "Sealant Schedule" in Part 2 of this section for uses for each type of sealant material. B. Requirements of other sections for sealant materials and application take precedence over this section. C. Related Sections: 1. Cast -in- place. concrete: Division 3. 2. Precast concrete: Division 3. 3. Sealants used in conjunction with firestopping: Elsewhere in Division 7. A. Product Data: Submit copies of tests and other product data verifying conformance with specified performance characteristics. Include preparation, recommended back -up material and other pertinent items as required. A. Installer Qualifications: Experienced in the installation of bulk sealants of the types required, and able to show similar installations in watertight condition. B. Compatibility Testing: Obtain representative samples of exterior materials which will be in contact with sealants. Have sealant manufacturer test proposed sealants for adhesion and discoloration of sealant or substrate materials. C. Job Mock -Up: Prior to proceeding with sealing work, prime and seal representative joints of each type encountered on the Work as selected by Owner; demonstrate adhesion and other performance characteristics and obtain approval before proceeding. A. General: Deliver materials to the building in sealed containers bearing manufacturer's name, batch number or date of manufacture, and manufacturer's standard label information. B. Shelf Life: 1. Discard or remove from site, outdated sealants as indicated by shelf life from date of manufacture. Shelf life shall be as published in the sealant product data, or where not published, as follows: a. Single component sealants: 12 months. b. Multi- component sealants: 24 months. 2. Use of sealant in packages which are not labeled with date of manufacture or "use before" date: Not permitted unless manufacturer furnishes certificates correlating batch number with date of manufacture. 07900 - 1 SOUTHCENTER'CORPORATE SQUARE LOBBY ADDITION TO BUILDING :10 SECTION 07900 JOINT SEALERS Backer rods and accessory materials: Keep backing rods dry and away from dirt and other contaminants at all times. 1.5 PROJECT CONDITIONS A. Environmental Conditions: Performance of joint sealing work is'subject to the following environmental conditions. Temperature: Do no work when the temperature is 40 -deg. F. or below. Moisture: Do no work when moisture is present or when surfaces to be sealed are wet. 1.6 WARRANTY A Warranty: 1. Furnish 5-year warranty for materials and labor required to repair and replace faulty sealants. This warranty shall include any adhesive or cohesive failure of joints, staining of surfaces adjacent to joints by sealant or primer, and chalking or visible color change on surface of the cured sealant. 2. Provide 10 -year unconditional manufacturer's warranty. PART 2 - PRODUCTS 2.1 EXTERIOR SEALANTS A. Type "A" Sealant: Low modulus silicone, non -sag; meeting the requirements of ASTM C920, Type M, Grade NS, Class 25. Minimum movement capability of plus, and minus 50 percent. One of the following or approved: 1. Dow Corning "790 ". B. Type "B" Sealant: Two part, self - leveling, polyurethane sealant; meeting the requirements of.ASTM 0920, Grade P, Type M, Class 25. Minimum Shore A hardness: 40, plus or minus 5. One of the following or approved. . 1. Sonneborn "Sonolastic SL2" 2. . Tremco "THC 900" 3. Sika "Sikaflex -2c SL" . 4. Mameco International "Vulkem 255" C. Color: Match color of adjacent material occurring in same plane. Where joints occur adjacent to two or more material colors in same plane, match color of lighter adjacent material, unless otherwise directed. 2.2. INTERIOR SEALANTS A. Type "B -1" Sealant: Two - component, flexible epoxy joint sealant. Minimum movement capability: plus and minus 12.5 percent. Minimum Shore A hardness: 60. One of the following or approved. 1. Sika Corp. "Sikadur 51 SL" 2. Euclid Chemical Co. "Euco 700" 3. Pecora Corporation "EP -800 Epoxy Joint Filler" B. Type "C" Sealant: Acrylic latex sealant complying with requirements of ASTM C834. One of the following or approved. 1. Tremco "Tremco Acrylic Latex Caulk" 2. Pecora Chemical Corporation "AC -20 Acrylic Latex" 3. Sonneborn "Sonolac" 24646.02 07900 - 2 C : C C SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 07900 JOINT SEALERS C. Type "D" Sealant: Mildew resistant silicone sealant complying with requirements of FS TT -S -1543, Class B'. One of the following or approved. 1. Dow Corning "786 Mildew Resistant Silicone" 2... General Electric "Sanitary 1700 Silicone Sealant" 2.3 NONCURING SEALANT A. Tape or mastic (gun - grade) non - curing, non - hardening, synthetic rubber sealer, recommended for use by manufacturer for concealed metal -to- metal joints subject to movement or vibration. B. Tape Sealant: Solvent -free, butyl -based tape sealant with a solids . content of 100 percent; meeting the requirements of AAMA 804.1 -85 (as described in AAMA 800). Packaged in rolls with release paper backing. Acceptable products include: 1. Tremco "440 Tape ". 2. Pecora "Extru - Seal ". 3. PTI "606 Architectural Sealant Tape" C. Mastic Sealant: Polyisobutylene; nonhardening, nonskinning, nondrying, nonmigrating sealant. Acceptable products include: 1. Tremco "Curtainwall Sealant" 2. PTI "404 Bed and Seal Sealant" 2.4 SEALANT ACCESSORY MATERIALS A. Joint Filler ( "Backer" or "Backer Rod "): Closed cell, non- absorptive, polyethylene foam or polyethylene - jacketed polyurethane foam. 1. Joint filler tensile strength: 20 -30 psi and as recommended for compatibility with sealant by sealant manufacturer. 2. Joint filler shape: Round. 3. Joint filler sizes: As recommended by the sealant manufacturer, with diameter never less than 30t greater than width of joint to give "hour glass" shape to the sealant. B. Bond Breaker Tape: Polyethylene tape or other plastic tape as recommended by the sealant manufacturer. Provide self- adhesive tape wherever applicable. C. Joint Primer or Conditioner: Where required by the type of sealant and the materials to which the sealant is to be applied, shall be of a type as recommended by the sealant manufacturer for particular surface. 2.5 SEALANT SCHEDULE A. General: The various types of sealants shall be used in the following locations: 1. Type "A ": Exterior vertical joints, (all joints not subject to foot or vehicle traffic), between precast concrete and masonry, or exterior insulation and finish system. 2. Type "B ": Exterior and interior horizontal joints (joints subject to foot or vehicle traffic) in concrete, masonry, stone, tile, etc. except joints in interior concrete slabs. 3. Type "B -1 ": Interior horizontal joints in concrete slabs (both exposed and those to be concealed by floor finish material). 4. Type "C ": Interior vertical joints, except in wet areas as described below. 5. Type "D ": Interior vertical and horizontal joints in wet areas such as toilet and shower areas. Joints in interior ceramic work. 24646.02 07900 - 3 PART 3 = EXECUTION 3.1 EXAMINATION SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 07900 JOINT SEALERS A. Inspect surfaces for satisfactory and proper condition to receive sealant; application of sealant materials constitutes acceptance of joint surfaces as suitable to receive sealant. 3.2, PREPARATION A. Clean joint surfaces free from dirt, dust and other contaminants affecting bond of the sealant material. B. Apply sealants to dry surfaces only. 3.3 INSTALLATION A. General: Mix and apply sealant materials in strict accordance with manufacturer's instructions; apply sealant before weatherproofing materials are applied. 1. Do not apply sealant until mockup applications are approved. 2. Comply with requirements of ASTM C 1193 except where exceeded by manufacturer's instructions or requirements of this specification. B. Priming: Apply primer to contact surfaces as recommended by sealant manufacturer for the conditions of the application; if recommended, apply full strength, undiluted in uniform coating over surfaces. Care shall be exercised to ensure that only interior of joint surfaces are primed. C. Joint Filler: Install in butt type joints receiving sealant where depth of joint exceeds manufacturer's recommendations. 1. Use a blunt rounded tool or plain faced roller for installation. 2. Force joint filler into joint. 3. Do not puncture the surface skin when installing closed cell material. Avoid longitudinal stretching of the rod during installation. 4. Install to width -to -depth ratio recommended by the sealant manufacturer. Where manufacturer does not make specific recommendation install backer to 50 percent of the joint width but not less than 1/4 -inch, below the surface of the joint. D. Bond Breaker Tape: Where depth of joint is not sufficient to require joint filler, install bond breaker tape to cover full width and length of joint cavity. In all cases, sealant shall bond to only two opposing surfaces of the joint. E. Joint Width: Provide joint width as shown, or if not indicated, provide minimum 3/8" joint width. F. Application: 1. Before applying sealant, repair damaged masking. 2. Apply sealant over backing to uniform thickness in continuous beads, filling joints and voids solid. Superficial pointing with skim bead will not be accepted. 24646.02 07900 - 4 C. Remove lacquers and protective films from metal surfaces. D. Apply masking around joints to protect adjacent surfaces from defacement and staining during sealing operations. Remove masking tape within 10 minutes after joint has been filled and tooled. C. SOUTBCENTER. , CORPORATE ' SQUARE LOBBY -AUDITION- TO :,BUILDING - 10 SECTION 07900 JOINT SEALERS , After , application, tool surface to achieve complete ,adheiOn,: and • "-•:-,.....:',: :'.':,'. ''.- ::: :" [-, " . , . 3.4 , , - -CLEANING • Contact; leave'surfaCe of sealant slightly ':Concave •' Tooling shell:I.:, •- ,,., , ,: ,,, be completed in one continuous .stroke.. A. -::':, Clean-Up: -Upon completion, remove and dispose of masking - materials; ., 1 - .remove : excess sealing materials; • clean adjacent surfaces of all soil '.:'• . ,.. ,.. _,.. •;,:',' and stain' resulting from sealing operations. ,' .• - , ' ,' „ , ' ::- ' - , .'' ' , ',:'. ' , ..., _ 1. Obtain and comply with recommended cleaning materials and methods of •Manufactur'er of surface requiring. cleaning. ',' . ''. : . .- - , ' . ' • . , ;. - ' : 24646.02 07900 - 5 • 1.3 24646.02 SOUTHCENTER CORPORATE SQUARE LOBBY. ADDITION TO BUILDING 10 SECTION 08110 STEEL DOORS AND FRAMES Section Includes: 1. Standard steel doors and frames. 2. Assemblies for fire -rated openings.' Related Sections: 1.. hardware: Elsewhere in Division 1.4 QUALITY ASSURANCE A. Quality Standard: Comply with SDI 100. 1.5 DELIVERY, STORAGE, AND HANDLING 08110 - 1 1.2 REFERENCES SDI 100 -1991 -- Recommended Specifications: Standard Steel Doors and Frames; Steel: Door Institute; 1991. SUBMITTALS Product. Data: Submit manufacturer's printed product information indicating compliance with specified requirements. Shop Drawings: Submit drawings for fabrication and installation of steel doors and frames, including the following information: 1.'. Details of construction, joints, and connections. 2. . Details of each frame type, including anchorage. 3. Elevations of each opening type. 4. Conditions at openings, including coordination with glass and glazing requirements. . 5 Location and installation requirements of door hardware and reinforcements. 6. Schedule of openings coordinated with numbering system used in contract documents. . B. Labeled Assemblies: At all locations where fire -rated door and frame assemblies are required, provide assemblies which comply with NFPA 80 and have been tested and labeled in accordance with ASTM E 152 by agency acceptable to governing authorities. A. .Deliver products in crates or cartons suitable for storage at the site. B. Replace items damaged in delivery, unless damage is minor and can be repaired to match intact items, as determined by Owner. C. Store products under cover, raised above ground level, and stacked to prevent warping and to promote air circulation. 1. Prevent moisture from accumulating and remove saturated packaging before products can be damaged. PART 2 - PRODUCTS 2.1 MATERIALS A. Steel Sheets, Hot - Rolled: ASTM A 569 and ASTM A 568, commercial quality, pickled and oiled. B. Steel Sheets, Cold- Rolled: ASTM A 366 and ASTM A 568, commercial quality, matte finish exposed, oiled. C. Steel Sheets, Galvanized: ASTM A 526 and ASTM A 525, commercial quality, A60 zinc -iron or G60 zinc coating, mill phosphatized. Anchorages: Galvanized steel, minimum 18 gage. E Fasteners and Inserts: Units standard with manufacturer. 1. Exterior walls: ASTM A 153, hot -dip galvanized, Class C or D. F. Paint: 1. Primer: Manufacturer's standard rust - inhibitive coating, suitable to receive finish coatings specified. 2.2 FABRICATION A. General: Shop- fabricate assemblies to greatest extent possible, assuring that installed units will be without warp, twist, bow, or other defect in appearance or function. B. Exposed Door Faces: Fabricate from cold - rolled steel. C. Frames: Fabricate from cold - rolled or hot - rolled steel. D. Edge Channels, Stiffeners, and Reinforcement: Fabricate from cold - rolled or hot - rolled steel. E. Exterior Doors: Fabricate from hot -dip galvanized steel. F. Seal top and bottom edges integrally with door construction, or use minimum 16 gage steel channels to form flush closure. G. Exterior Frames: Fabricate from galvanized steel. H. Exposed Screws and Bolts: Where required, provide only countersunk, flat Phillips -head fasteners. I. Insulated Assemblies: At locations scheduled, provide insulating door and frame assemblies which have been tested in accordance with ASTM C 236 for thermal resistance. 1. U- value: 0.24 BTU per hour per square foot per degree F, minimum. J. Hardware Preparation: Comply with DHI A115 series specifications for door and frame preparation, using final hardware schedule and templates from hardware supplier. 1. Reinforcement: Reinforce doors and frames for field - installed exposed hardware items. 2. Locations: Comply with final shop drawings. K. Shop Painting: 1. Preparation: Clean surfaces thoroughly before beginning painting operations, removing rust, scale, oil, grease, and other contaminants. 24646.02 SOUTHCENTER CORPORATE SQUARE LOBBY,ADDITION TO BUILDING 10 SECTION 08110 STEEL DOORS AND FRAMES 08110 - 2 7 C B. 24646.02 SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING`10 SECTION 08110 STEEL DOORS AND FRAMES .. .:Primer: Apply primer evenly to achieve full protection 'o exposed surfaces. STEEL DOORS General:. Fabricate steel doors in accordance with requirements of SDI 100. Exterior Doors: 1. Grade III - Extra Heavy -Duty, Model 1 - Full Flush. 2.4. .STEEL FRAMES . General: Fabricate steel frames for scheduled openings, in styles and profiles as shown, using concealed fasteners. 1. Minimum thickness: 14 gage. 2. .Construction: Mitered and welded corners. Door Silencers: Drill stops to receive silencers, except on frames scheduled for weatherstripping. 1. Provide 3 silencers on strike jambs of single -swing frames. Guards: Weld protective covers to back of hardware openings at locations where grout, plaster, or other materials might interfere with hardware operation. PART 3 - EXECUTION 3.1. INSTALLATION A. General: Install steel doors, frames, and accessories to comply with manufacturer's recommendations. 1. Comply with detailed installation requirements of final shop drawings. Frame Installation: 1. General: Adhere to provisions of SDI 105. 2. Place welded frames prior to construction of enclosing elements, braced securely to achieve plumb, planar installation. Remove braces after anchorages have achieved final set, leaving frames in smooth, undamaged condition. 3. Anchors: Provide 3 wall anchors per jamb at hinge and strike levels and minimum 18 gage base anchors. 4. Metal stud partitions: Attach wall anchors to stud framing with tapping screws. C. Door Installation: 1. General: Comply with requirements and clearances specified in SDI 100. 2. Fire -rated doors: Comply with NFPA 80 requirements and clearances. 3.2 ADJUST AND CLEAN A. Touch -Up; At locations where primer has been abraded or minor rusting has occurred, sand smooth and spray -apply compatible primer. 08110 - 3 24646,02 08110 - 4 PART 1 - GENERAL 1.1 SUMMARY .SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING. 10 SECTION 08415 ALUMINUM. ENTRANCES AND STOREFRONT A.. Section. Includes: • 1. Glazed aluminum swinging doors. 2. Aluminum framing system. 3. Furnishing and installation of glass. B. • Related Sections: 1. Joint sealants: Division 7. 2. Door hardware: Elsewhere in Division 8. 3. Glass: Elsewhere in Division 8. 1.2 . PERFORMANCE REQUIREMENTS Exterior Assemblies: Design to comply with the performance criteria listed below. Thermal Movement: Design to accommodate expansion and contraction resulting from air temperature range of 120 degrees F, solar heat gain, and nighttime re- radiation. C Structural Performance: Design to withstand all live and dead loads without deformation and without deflection greater than 1/175 of span. 1. Deflection in plane of wall: Not greater than that which would reduce glass edge clearance to 25 percent of design dimension or 1/8 inch, whichever is greater, or that which would reduce glass bite to 75 percent of design dimension. 2. Design system to withstand 150 percent of design wind load with no failure or permanent deformation greater than 0.2 percent of span. D. Wind Loads: Framing system, including anchorages, shall be designed to withstand the wind pressures based on the 1994 UBC, Section 1613. Maximum deflection of any member shall not exceed L/175. Importance factor shall be 1.0. E. Air Infiltration: When tested in accordance with ASTM E283, at a test pressure of 6.24 psf, the air infiltration shall not exceed 0.06 cfm per square foot. F. Water Penetration: When tested in accordance with ASTM E331, no water shall penetrate during a test period of 15 minutes when the entrances or storefronts are subjected to a rate of flow of 5 gal /hr /sq.ft. with a differential pressure across the unit of 6.24 psf. 1.3 SUBMITTALS A. Product Data: Manufacturer's material specifications, drawings of standard components, and installation recommendations. B. Shop Drawings: Show elevations, field measurements, composite members, reinforcement, anchorages, expansion provisions, hardware mounting, and glazing. Show compliance with specified structural performances, wind loads, air infiltration and water penetration. C. Calculations: Submit structural calculations required to show compliance with wind load and deflection requirements, including anchorages. D. Warranty on Fabricated Products. 24646.02 08415 - 1 1.4 QUALITY ASSURANCE A. 24646.02 SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 08415 ALUMINUM ENTRANCES AND'STOREFRONT Standard for Wind Load Testing: PART 2 - PRODUCTS 2.1 MANUFACTURERS 2.2 FRAMING SYSTEMS 08415 - 2 ASTM E 330. Standard for Air Infiltration Testing: ASTM E 283; report result as cubic feet per minute per unit of measurement indicated, at pressure differential indicated. C. Standard for Water Penetration Testing: ASTM E 331; report result at pressure differential indicated. 1.5 PROJECT CONDITIONS A. Take field measurements before starting fabrication. 1.6 WARRANTY A. Fabricated Products: Submit a written warranty, guaranteeing to correct failures in work which occur within 5 years from date of substantial completion, without reducing or otherwise limiting any other rights to correction which the Owner may have under the contract documents. 1. Failures are defined to include faulty workmanship, failure to meet the specified performance requirements, faulty operation, and deterioration other than normal weathering. Correction may include repair or replacement. 2. Warranty to be signed by manufacturer, installer, and Contractor. A. Where product brand names are given, the design is based on the products indicated. B. Aluminum Framing Systems: 1. Products of the following manufacturers, provided they comply with requirements of the contract documents, will be among those considered acceptable: a. Kawneer Company, Inc. b. Vistawall Architectural Products Division /Butler Manufacturing Company. C. Glazed Aluminum Doors: 1. Products of the following manufacturers, provided they comply with requirements of the contract documents, will be among those considered acceptable: a. Kawneer Company, Inc. b. Vistawall Architectural Products Division /Butler Manufacturing Company. A. Aluminum Framing System: Extruded aluminum. 1. Type I: Kawneer "Trifab 451 ", Vistawall "Series 3000" or approved. 2. Type II: Kawneer "1500 S.T. ", or approved. 3. Products which have minor differences will be accepted when, in the judgment of the Owner, such differences do not detract from design concept or performance. SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 08415 ALUMINUM ENTRANCES AND STOREFRONT 4 Glazing method: Resilient gasket glazed, with provision for replacement of glazing without disassembly of framing. 5. Finish: a. Class I color anodized finish. (1) Color: Dark bronze to match existing. Field verify and submit samples for Owner's approval. 6 Weep Holes: Provide weep holes as recommended by aluminum framing manufacturer. 7. End Dams: Provide end dams as recommended by aluminum framing manufacturer. 2.3. SWINGING DOORS A. Stile and Rail Doors: Glazed doors with tubular extruded aluminum frame members. 1. Frame joints: Either concealed mechanically fastened, using tie rods or .j -bolts and reinforcing plates; or welded. 2. Thickness: 1 -3/4 inches. 3. Stile width: 2 inches nominal. 4. Full glazed, with one intermediate mullion. 5 Glazing stops: Snap -on extruded aluminum, designed to allow replacement of glazing without disassembly of frame. Provide nonremovable exterior stops. 6. Glaze doors in factory. 7. Finish: a. Class I color anodized finish. (1) Color: Dark bronze to match existing. Field verify and submit samples for Owner's approval. B Weatherstripping: 1 At fixed stops: Replaceable, compression type molded gaskets of neoprene or EPDM rubber complying with ASTM C 864 or of polyvinyl chloride complying with ASTM D 2287. 2. At other edges: Replaceable woven polypropylene, wool, or nylon pile, with aluminum or nylon fabric backing, complying with AAMA 701 3. At door bottom: Adjustable molded EPDM or vinyl sweep, continuously contacting threshold; concealed mounting. 4. Provide weatherstripping on all exterior doors. 2.4 MATERIALS - GENERAL A. Aluminum Members: ASTM B 221 for extrusions, ASTM B 209 for sheet /plate; alloy and temper recommended by the manufacturer for the strength required, for corrosion resistance, and for the finish required. 1. Class I color anodized finish: AA- M12C22A42/A44 (nonspecular, as- fabricated mechanical finish; medium matte etched chemical finish; integral or electrolytically deposited color, architectural Class I anodic coating minimum 0.7 mil thick). B. Fasteners: Compatible with aluminum; aluminum, nonmagnetic stainless steel, or other noncorrosive, noncorrodible material. 1. Do not use exposed fasteners. C. Concealed Flashing: Fully annealed, soft stainless steel, 26 gage minimum; or extruded aluminum, 0.032 inch minimum. D. Miscellaneous Concealed Metal Members: High- strength aluminum or nonmagnetic stainless steel; hot -dip galvanized steel complying with ASTM A 123 may be used for members which are not exposed to weather or abrasion. 24646,02 08415 - 3 2.5 E. FABRICATION SOUTHCENTER CORPORATE:SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 08415 ALUMINUM ENTRANCES AND STOREFRONT Concrete Inserts: Cast iron, malleable iron, or steel hot-dip galvanized in accordance with ASTM A 123. Dissimilar Metal Coating: Cold- applied asphalt mastic, or other nonconductive, nonabsorptive material. Glazing Gaskets: Comply with ASTM C. 864; style as recommended by manufacturer. H. Glass and Glazing Accessories: Provide products specified elsewhere in Division 8. I. Joint Sealers: Provide products specified in Division 7. Any dimensions which may vary are indicated on drawings, with amount of dimensional variation allowed. B. Framing System: Pre -cut and perform all finishing in factory or shop. 1 Fit joints tightly with adjacent members in correct relationship. C. Doors: Factory- fabricate doors and factory - install all hardware except surface - mounted items. 1. Perform fabrication required for hardware before finishing. D. .Welding: Perform welding before finishing; use methods which do not discolor metal; grind exposed welds flush; match original finish. E. Reinforcing: Provide as required to comply with performance requirements for rigidity and to support hardware; isolate dissimilar metals as specified in "Installation." F. Avoid damage to finishes. PART 3 - EXECUTION 3.1 PREPARATION A. Examine structures; report conditions in writing which will adversely affect installation. 3.2 INSTALLATION A. Install in accordance with manufacturer's recommendations and instructions. B. Install plumb and level, square and true, in correct location; support adequately and securely anchor. C. Separate aluminum exposed to weather from dissimilar metals; coat dissimilar metals that are in drainage cavities using one of the materials specified. Aluminum, stainless steel, zinc, cadmium, and small areas of white bronze are not considered dissimilar from each other. D. Coat all metals that come into contact with masonry, concrete, and treated wood, using one of the materials specified. E. Install surface- mounted hardware in accordance with hardware manufacturer's instructions. 24646.02 08415 - 4 24646.02 END OF SECTION . . SOUTBCENTER 'CORPORATE SQUARE ' LOBBY. ADDITION TO 'BUILDING 10 SECTION-08415 ALUMINUM ENTRANCES AND STOREFRONT , • , . Install joint . sealers between exterior sill members and the surface below as indicated, to provide weathertight construction. Comply with Division 7 requirements for installation of joint sealers. . " nstall glass using methods specified elsewhere in Division 8:- •• . . . • Adjust, each operable unit for correct function and .smooth, free operation and so doors close tightly. .: exterior and interior soon after installation of glass, ,taking • care to avoid damage to finishes. Clean glass sUrfaces as specified elsewhere. . • • • 1 y. SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO'BUILDING 10 SECTION 08700 BUILDERS'' HARDWARE Section Includes: 1. Door and. related hardware specified or indicated on drawings '.to complete project. Accessories,: tools and fasteners required for installation and maintenance Related Sections: 08110 Steel doors and frames. 08415 Hardware for aluminum entrances,: not specified herein. REFERENCES General: The publications listed below form a part of this specification; comply with provisions of these publications except as..otherwise shown or specified. Door and Hardware Institute (DHI): 1. Recommended Location for Builders' Hardware for. Steel Doors and Frames, 1990 Edition. t :* Uniform Building Code (UBC): 1. 1994 Edition with Washington State Amendments National Fire Protection Association (NFPA): 1. Standard 80 "Fire Doors & Windows ", 1992 Edition. 1.3 SYSTEM DESCRIPTION A. Performance Requirements: Provide hardware for fire -rated openings in compliance with NFPA 80. This requirement takes precedence over other requirements for such hardware. 1.4 SUBMITTALS A. Submit in accordance with Section 01300. 24646.02 B. Door Hardware Schedule: 1. Submit 4 reproducible copies of schedule on 8 -1/2 inch by 11 inch sheets. 2. Furnish cover sheet listing name of project as shown on Contract Documents, name of Owner, name of Architect, name of Contractor, name of hardware consultant and date of submittal or revision of submittal. 3. Furnish a vertical listing of hardware items used followed by manufacturer's name either on cover sheet or immediately following cover sheet; i.e., "hinges - manufacturer's name ". 08700 - 1 SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING.10• SECTION 08700 • BUILDERS' HARDWARE Schedule hardware items for each door separately in typed vertical form; Under each heading completely describe each opening. b. Doors with like hardware may be grouped under a single heading. Owner will review schedule and will return 1 copy to Contractor with comments. Resubmit only corrected copies of those sheets requiring correction and update all distributed copies with corrected sheets. e. Hardware schedules not complying with above will not be reviewed and will be returned for proper formatting. Door hardware schedules will not be reviewed by Owner until they have been reviewed and approved by Contractor. Templates: 1. Furnish hardware made to template; send template information to respective door and frame manufacturers or fabricators no later than 14 days after approval of door hardware schedule. 2 Coordinate templates between manufacturers of different hardware items to allow installation of various hardware items without interference between items. Special templates may be necessary. Keying Schedule: 1. Upon receipt of approved hardware schedule, arrange an interview with Owner to obtain necessary keying information. 2. Submit 3 copies of keying schedule indicating door numbers in numerical sequence, lock or cylinder number and its particular keying. Obtain approval before proceeding. E. Contract Close -out Submittals: 1. At time of acceptance of Work, deliver hardware templates, instruction sheets, schedules, installation details, and similar . data to Owner. 2. Submit data in a clearly identified 3 ring binder, organized by hardware type in BHMA sequencing. 1.5 QUALITY ASSURANCE A. Qualifications: 1. Contractor is responsible for proper application and fit of all door and specialty hardware in locations as indicated on drawings or as specified. 2. Coordinate dimensions between hardware items where installation of an item affects operation or installation of another item. 24646.02 08700 - 2 • 7, '• , ( .:1.1•• 1.6 'IDEIIVERYi. STORAGE & HANDLING A. Delivery: 1. • • Package each item of hardware separately with neeesbaky': • •, - ' screws, bolts, tampins; keys and installation templates. 2.;',..:Deliverpackages clearly identified with headingnUmber::.as*-_ approved on hardware schedule'.H: ••• B. Storage: • -Store hardware in a dry, locked area. 1.7 • • • MAINTENANCE A . Tools: 1. After final adjustment of door hardware turn over to Owner tools furnished during construction for installation and adjustment. 2,. Tag and identify each item as to its use and applicable piece c. of door hardware. ,,,mirer 2 PRODUCTS MANUFACTURERS A. Manufacturers and Alternates: 1. Door hardware items are specified from following manufacturer's catalogs with acceptable alternate manufacturers listed opposite for each listed hardware type. 2. Unless noted otherwise, only similar units of equivalent size, weight, type, function, design and finish will be approved provided templates and accessories can be furnished permitting installation without conflict with other specified hardware. 24646.02 Miscellaneous SOUTHCENTER'CORPORATESQUARE tOBBY•ADDITION TO BUILDINT • • SECTION 08700 'BUILDERS' HARDWARE Hardware Scheduled Mfr. Alternate Mfr. Hinges Stanley Hager, Lawrence, McKinney Exit Devices Adams Rite As approved Closers LCN Norton Stops & Holders Builders Brass Works As approved Pulls Builders Brass Works Quality, Tice Threshold & Pemko National Guard Weatherstripping Products, Reese, Sealeze, Zero As Listed As approved 08700 - 3 2.2 MATERIALS •SOUTHCENTER LOBBY ADDITION TO BUILDING' 10 SECTION 08700 BUILDERS' HARDWARE B. Equivalent Materials: Except as listed in hardware schedule, no substitutions will be allowed, unless approved by Owner. A. Door hardware is specified by, use of .a manufacturers' numbers and are for purpose of establishing design, function, finish and quality. Except where scheduled otherwise, products with each hardware category are to be by one manufacturer, i.e. hinges, locks, closers, exit devices, etc. 2.3 DOOR HARDWARE A. HINGES 1. Provide hinges sized per hinge manufacturer's recommendations. 2 . Provide quantities as noted in hardware sets. B. LOCK & LATCHSETS: 1. Include wrought box strikes or ANSI strikes with dust boxes, . each with curved lips sufficient to protect door . frame and trim. . 2. Provide through bolted trim with 03A levers for mortise locks. EXIT DEVICES: . 1. Center exit device cases and trim on door stiles unless required otherwise by manufacturer's template.. D. PULLS: 1. Provide through bolt fasteners and coordinate location with vertical rod exit devices. E. CLOSERS: 1. Provide sizes as recommended by manufacturer for conditions of installation and otherwise as required to insure latching of doors with weatherstripping. 2. Provide closers capable of adjustment to forces scheduled in Part 3 of this section. 3. Provide closers with arms designed to permit opening of doors as far as job conditions will permit; closers with arms restricting opening swing of doors will not be accepted. 4. Provide spacers for attachment of fifth screws for Cush -N -Stop arms 5. Provide drop plates and accessory items or attachments for coordinating installation of closers with frames. F. DOOR STOPS & HOLDERS: 1. Provide fasteners recommended by manufacturer. 24646.02 08700 - 4 C. C: C. G. THRESHOLDS: 1. Unless otherwise noted, provide in lengths to match widths • measured between frame rabbets. k..WEATHERSTRIPPING SEALS: Provide in lengths to Match,d6or:and: frame widths or heights as applicable. - • - • 2.4 KEYING A.' 'Arrangement: 1. Provide 6-pin cylinders for locks or scheduled requiring cylinders for proper operation. 2. Key to existing Schlage master key system and otherwise key. as later directed. B. :Construction Keying: • During construction provide, locks keyed to a construction 'masterkey system; maintain locks operative for access and exit by construction keys. 2. At. time of completion convert construction keying to building key system under supervision of Owner or Owner's authorized representative. C. Keys: 1. Provide 3. keys to each lock or keyed alike group unless otherwise required by approved keying schedule. 3. After conversion to building keying system adjust locks for proper key operation, file keys in individual envelopes furnished by lock, manufacturer and mark each with door number, key number, and master key set to facilitate their integration into a key control system. 4. Deliver change keys to Owner. Send masterkeys by registered mail directly from manufacturer to: Owner as later directed. 2.5 FINISHES 24646.02 SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 08700 BUILDERS' HARDWARE A. Provide hardware, including exposed fasteners, attachments, and accessory items, in following finishes, except as noted otherwise in Hardware Schedule: Hardware Item Finish Hinges US10B Exit Devices US32D Cylinders US26D Pulls US32D Closers KPDDARK Stops US26D Thresholds Extruded Aluminum Weatherstripping Clear Anodized Aluminum Miscellaneous US26D 08700 - 5 24646.02 EXAMINATION SOUTHCENTER CORPORATE SQUARE. LOBBY ADDITION TO BUILDING 10 SECTION 08700 BUILDERS' HARDWARE Verify doors and frames are ready to receive work, and dimensions are as indicated on shop drawings or as instructed by manufacturers. B. Beginning of installation means acceptance of existing conditions. 3.2 INSTALLATION A. General: 1. Install each hardware item in accordance with each manufacturer's instructions and recommendations. 2. Install no hardware until substrate finishes are complete. cutting and fitting is required to install hardware onto or into surfaces which are later to be painted or otherwise finished, install each item completely then remove and store during application of finishes; reinstall upon completion of finishing operations. Set items level, plumb, and true to line and location. Drill and countersink items which are not factory prepared for fasteners. Space fasteners and anchors per manufacturer's instructions and in accordance with industry standards. Attach wall mounted hardware to concealed wall blocking. Do not install wall mounted hardware where wall blocking has not been installed and arrange for blocking to be installed before proceeding. Installation Clarification: Direct questions regarding placement of hardware to Owner for clarification prior to installation of items under question. C. Locations: Unless otherwise indicated on drawings or listed below, locate hardware in accordance with DHI recommended locations. D. Hardware & Specialties: In addition to installation requirements specified above, install hardware as follows: 1. Hinges: a. Where shimming is necessary for proper door /frame installation, use only metal shims. 2. Exit Devices: Install cross bar or push pad centered 38" above finished floor unless shown otherwise on drawings. 3. Pulls: Mount to not conflict with vertical exit device rods. 4. Closers: a. Mount per manufacturer's instructions, and special templates for coordination with other scheduled hardware. Adjust closers to control door swing and latch door. 08700 - 6 3.3 ADJUSTING: 24646.02 •.SOUTHCENTER SQUARE LOBBY: ADDITION TO BUILDING 10 SECTION 08700 BUILDERS' HARDWARE After air handling system has been balanced, arrange to have closer manufacturer's representative make final adjustment of their closers on job. Adjust closers to take 3 seconds minimum for door to swing from a 70 degree position to 3" from latching. position. Adjust closers not to exceed following opening forces: Interior Doors 5 lb. Exterior Doors 8.5 lb. Door stops: a. Install stops to permit maximum degree of swing allowed by job conditions. b. Locate floor stops so as not to create a tripping hazard, and to catch door at a point 6 inches in from latch edge, but in no case any further than 1/3 door width measured from latch edge. Thresholds: a. Cut and fit to profiles of door jambs. File burrs smooth. b. At exterior doors and elsewhere as indicated, set, thresholds in bed of butyl rubber sealant; completely fill voids to exclude moisture, taking care not to plug drainage holes or block weeps; remove excess sealant. c. Install thresholds level. Weatherstripping & Seals: a. Install per manufacturer's instructions. b. Do not cut or interrupt extrusions for weatherstripping by any door closer attachment, i.e. soffit shoe. A. Adjustment & cleaning: 1. Adjust and check each item of hardware and each door, to insure proper operation and function of each unit. 2. Lubricate moving parts with graphite -type lubricant, unless otherwise recommended by manufacturer. 3. Replace hardware which cannot be lubricated and adjusted to operate freely and smoothly. B. Final Adjustment: 1. Whenever hardware installation is made more than 1 month prior to acceptance of Work, make final adjustment and check of hardware during week immediately prior to acceptance. 2. Make final adjustment of locking, latching devices and closers to compensate for operation of heating and ventilating systems under supervision of manufacturer's representative. 3.4 PROTECTION AND CLEANING A. After installation, clean metal surfaces on both interior and exterior of mortar, plaster, paint and other contaminants. After cleaning, protect work against damage. 08700 - 7 Provide following hardware sets for doors shoWn drawings ,.-, • Exit Devices Offset Pulls Closers . - 7280 - • - , • - ' ' • • •.•-. • • . • • • • : • Floor, Stops Threshold (Exterior door) Pair Hinges - Storeroom Lock Closer w/ stop arm • Threshold • Rain Drip Set .weatherstrip Door sweep w/ rain drip • • • ., • , , , , . • • , • • , • „ . • , • `, , 24646.02 SOUTHCENTER CORPORATE •SQUARE LOBBY ADDITION,•TO BUILDING SECTION. 08700 BUILDERS' HARDWAkE.' - - 2950. (US32D) 1460 x 3077L series ,x top jamb push ' • . • " • . , , 1 „ FBE199"..NRP;••• • •.. . . 1460: Cush7NStop . • • •, " 1700A • :•-' 345A s full width frame 2891AS' , ' • 3452CP ' 08700'- 8 END OF SECTION 1 • , ..PART 1 - GENERAL' SOUTHCENTER-'.CORPORATE:SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 08800 GLAZING include work for: 1:' 3 24646.02 SUMMARY Section Includes: 1. Insulating glass. 2.. Glazing sealants. 3. Glazing accessories. Types of work in this section 1. Exterior storefront. 2: Aluminum entrances. PERFORMANCE REQUIREMENTS Exterior Glazing: Provide glazing assemblies which will withstand normal conditions without failure, loss of weathertightness, or deterioration. 1. Design to accommodate thermal movement resulting from: a. Air temperature range of 120 degrees F. b. Material temperature range of 180 degrees F. Deterioration includes: 1. For insulating glass: a. Moisture or dirt between panes. b. Development of condensation between panes. c. Damage to internal coating, if any. d. Development of other visible indication of seal failure. SUBMITTALS .Insulating Unit, Warranty. B. Weathertight Warranty. 1.4 QUALITY ASSURANCE A. Standard for Sealed Insulating Glass "Units: ASTM E 774, with compliance certified by independent certification program. 1. Label each unit permanently on spacer or on one pane. 2. Certification agency: B. Certified Safety Glazing: Provide Category II products which comply with test requirements of 16 CFR 1201 and ANSI Z97.1 and permanently marked with label of: 1. Safety Glazing Certification Council (SGCC). 1.5 DELIVERY, STORAGE, AND HANDLING A. Protect products in accordance with manufacturer's recommendations; specifically, avoid damage to glass edges; prevent damage due to temperature changes, sunlight, and moisture. 1.6 PROJECT CONDITIONS A. Environmental Conditions: Do not install glazing when either air or substrate temperature exceeds the range recommended by manufacturer or when substrate is wet, damp, or covered with snow, ice, or frost. B. Install bulk sealants only at air and substrate temperatures above 40 degrees F. 08800 - 1 1.7 .. WARRANTY A. Submit a. written warranty guaranteeing to correct failures in glazing which occur within the period indicated after substantial completion, without reducing or otherwise limiting any other rights to correction which the Owner may have under the contract documents. 1. Warranty on insulating glass: 5 years. 2. Weathertight warranty: Signed by installer and Contractor, for 5 years. Failure is defined as water leakage through glazing assembly. Correction may include repair or replacement. PART 2 PRODUCTS 2:1 MANUFACTURERS .Glass Manufacturers - General: - 1. Obtain materials from only one manufacturer or fabricator. for each type; obtain tinted primary glass (if any) used for each type from only one manufacturer. 2.2 GLASS TYPES A. Glass Types - General: Provide glass types fabricated of the glass products indicated. 1. Select products to comply with performance requirements indicated, in accordance with manufacturer's recommendations. 2. Exterior glass thickness: .6 mm (1/4 inch nominal), unless otherwise indicated. 3 Fabricate glass with bite and edge clearance dimensions, including tolerances, as recommended by manufacturer and FGMA "Glazing Manual." 4. Where safety glazing is required by governing authorities, provide certified safety glazing. 5. Solar shading coefficient less than 0.40. B. Glass Type I - 1 : Sealed insulating units. 1. Total thickness: 1 inch, nominal. 2. Exterior pane: Transparent float glass. a. Annealed float glass (untreated). b. Color: Clear. 3. Interior pane: Transparent float glass. a. Annealed float glass (untreated). b. Color: Low E #3 surface C. Glass Type I - 2: Sealed insulating units. 1. Total thickness: 1 inch, nominal. 2. Exterior pane: a. Annealed float glass (tempered). b. Color: Clear. 3. Interior pane: Transparent Float glass. a. Laminated glass. b. Color: Low E # 3 surface. 2.3 BASIC GLASS PRODUCTS A. Sealed Insulating Units: Factory - assembled multiple panes separated by and sealed to spacers forming air - tight, dehydrated air space(s). 1. ASTM E 774, Class A. 2. Spacer seals: Manufacturer's standard. 3. Spacer corner construction: Manufacturer's standard. 4. Drying agent: Manufacturer's standard. 24646.02 SOUTHCENTER CORPORATE SQUARE LOBBY. ADDITION TO BUILDING 10 SECTION 08800 GLAZING 08800 - 2 4. Float Glass: Quality q3, unless otherwise indicated. 1. Annealed: ASTM C 1036, Type I. 2.4 INSTALLATION MATERIALS A. Installation Materials - General: Select products which have appropriate performance characteristics as recommended by glass and glazing materials manufacturers and which are compatible with all materials with which they will come into contact. B. Exterior Glazing Sealant: Silicone sealant complying with ASTM C 920. 1. Demonstrate compatibility and adhesion by preconstruction testing. 2. Colors: To match substrates. Heel. and Toe Bead Sealant: Noncuring, nonskinning, minimum 75 percent solids, butyl or polyisobutylene rubber, complying with 802.3, Type II ductile back bedding compound, as described in AAMA 800. Glazing Blocks: Neoprene, EPDM; or silicone. 1. Setting blocks: 80 to 90 Shore A hardness. 2. Spacers: As required to provide face and edge clearances recommended by FGMA "Glazing Manual," unless greater clearances are recommended by glazing manufacturer. E. Backer Rods: Flexible, nonabsorbent, compressible polyurethane foam, either open -cell or non - gassing closed -cell, unless otherwise restricted by sealant manufacturer; preformed to appropriate size and shape. PART 3 - EXECUTION 3.1 EXAMINATION SOUTHCENTER.CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 08800 GLAZING A. Examine frames and rabbets in which glazing is to be installed for conditions that could be detrimental to the longevity of the glazing. In particular, check for conditions that would void the manufacturer's warranty. B. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean surfaces to receive glazing just before installation of glazing. 3.3 INSTALLATION - GENERAL A. Comply with recommendations for installation contained in the FGMA "Glazing Manual" and "Sealant Manual" except when specifically not recommended or prohibited by the glass or glazing material manufacturer; comply with manufacturer's recommendations. B. Protect glazing from edge damage during handling and installation. C. Do not install glass that has edge damage or defects that reduce glass strength or performance or diminish appearance. D. Install glass so that visual characteristics, such as pattern, bow, and roll wave distortion, are uniform. 24646.02 08800 - 3 SOUTHCENTER;;CORPORATESQUARE LOREiADDITIOWTO:.BUILDING10 SECTION' 08800 GLAZING 3,4 ., ;-"GLAZING IN FRAMES A.', -Use-the following glazing methods in the locations indicated in other specification sections: 1. ''Sealant, both sides. Use continuous heel or toe bead at all exterior.'glazing,' Permanently adhere setting.andedge'blocks to•frame... D . %Do- not block weep holes. • Sealants 1. Remove applied coatings from surfaces, unleSs such coatings have been,tested,to show acceptable adhesion and-compatibility4: Use continuOus*spacers . - • ,Exception: Forlights of—less:than . ! non-continuous spacers may be used, with backei rodsito.form, proper sealant shape, : Use primer' required for proper adhesion Tool sealant, eliminating air pockets, With . definite slope away :from glazing. „ ::.PROTECTION AND :CLEANING • not apply tape or labels to glazing;,remove.temporary.labels.. Protect glazing during subsequent construction operations; remove' . dirt, Contaminants, 'staining agents and other deposits promptly using , manufacturer's recommended procedures. .1.: .Clean off excess sealants as work progresses using methods which:,-, will not damage glazing. • .Replace glazing that is damaged. .• D...:141ash.both-sides of glazing, using manufacturer's recommended procedures not more than 10.days before inspection for-substantial completion. 24646.02 END OF SECTION 08800 - 4 • 0 • C PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Gypsum wallboard. 2. Gypsum wallboard patching and repairs.. 3. Drywall finishing. B. Related Sections: 1. Cold- formed metal framing: Division 2. Painting: Elsewhere in Division 9. 1.2 QUALITY ASSURANCE A. Regulatory Requirements: At locations indicated on drawings, provide fire -rated assemblies tested in accordance with ASTM E 119 and acceptable to authorities for ratings required. Provide assemblies as listed in the following: 1. GA- 600, "Fire Resistance Design Manual." 2. Underwriters Laboratories Inc.'s (UL) "Fire Resistance Directory. ". 1.3 DELIVERY, STORAGE, AND HANDLING A. Deliver materials in original and unopened packages, containers, or bundles, with brand names and manufacturer's labels intact and legible. B. Store materials in dry location, fully protected from weather and direct exposure to sunlight. C. Stack gypsum board products flat and level, properly supported to prevent sagging or damage to ends and edges. D. Store corner bead and other metal and plastic accessories to prevent bending, sagging, distortion, or other mechanical damage. 1.4 PROJECT CONDITIONS A. Environmental Conditions: Establish and maintain environmental conditions for applying and finishing gypsum board to comply with ASTM C 840 requirements or gypsum board manufacturer's recommendations, whichever are more stringent. For nonadhesive attachment of gypsum board to framing, maintain not less than 40 deg F (4 deg C). For adhesive attachment and finishing of gypsum board, maintain not less than 50 deg F (10 deg C) for 48 hours before application and continuously after until dry. Do not exceed 95 deg F (35 deg C) when using temporary heat sources. Ventilate building spaces as required to dry joint treatment materials. Avoid drafts during hot, dry weather to prevent finishing materials from drying too rapidly. B. Ventilation: Provide controlled ventilation during joint finishing operations, to eliminate excessive moisture. Avoid drafts during hot, dry weather to prevent finishing materials from drying too quickly. 24646.02 SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 09260 GYPSUM BOARD SYSTEMS 09260 - 1 'SOUTHCENTE &,CORPORATE SQUARE 'LOBBY ADDITIONTO BUILDING 10 SECTION 0926,0 GYPSUM BOARD SYSTEMS PART 2 - PRODUCTS 2.1 GYPSUM BOARD A. Gypsum Wallboard: ASTM C 36; maximum lengths available to minimize end -to -end butt joints in each area receiving finished gypsum board. 1. Fire- resistant type (Type X or equivalent), where required for fire- resistant rated assemblies. 2. Edges: Tapered. 3. 'Thickness: 5/8 inch, except as otherwise shown. 2.2 TRIM AND ACCESSORIES A General: Except as otherwise specifically indicated, provide trim and accessories by manufacturer of gypsum board materials, made of galvanized steel or zinc alloy and configured for concealment in joint compound. 1. Include corner beads, edge trim, and other trim units necessary for project conditions. Provide accessories as required in order to achieve details indicated, whether or not specific accessories are shown on the drawings. Control Joints: At locations indicated, provide manufacturer's standard one -piece control joints of extruded vinyl, zinc alloy, or other noncorrosive metal. 2.3 JOINT TREATMENT , A General: Provide products by manufacturer of gypsum boards. Comply with ASTM C 475 and with manufacturer's recommendations for specific project conditions. B. Joint Tape: Manufacturer's standard paper reinforcing tape. C. Drying Type Joint Compound: Vinyl -based type for interior use, and as follows: 1. Taping compound: Type specifically formulated for embedding tape and accessories and for prefilling. 2. Topping compound: Type specifically formulated for finishing drywall over taping compound. 2.4 MISCELLANEOUS MATERIALS A. General: Provide miscellaneous materials as produced or recommended by manufacturer of gypsum products. B. Screws: ASTM C 1002; self-drilling type; lengths as recommended by gypsum board manufacturer for project conditions. 1. Exterior applications: Cadmium - plated. PART 3 - EXECUTION 3.1 EXAMINATION A. Inspection: Verify that project conditions and substrates are appropriate to begin installation of work of this section. 24646.02 09260 - 2 L: 3.2 PREPARATION A. Coordinate installation of anchorage devices for suspended ceilings /soffits, verifying that spacing and rated strength are correct for anticipated load conditions. 3.3 INSTALLATION OF GYPSUM BOARD A. General: Comply with ASTM C 840 and GA-216 except where exceeded by other requirements. 1. Wherever possible, install gypsum board to minimize butt end joints. 2. Apply ceiling boards prior to installation of wallboards Arrange to minimize butt end joints near center of ceiling area. 3. Install wallboards in a manner which will minimize butt end joints in center of wall area. Stagger vertical joints on opposite sides of walls. Butt all joints loosely, with maximum of 1/16 inch between boards. Place wrapped edges adjacent to one another; do not place cut edges or butt ends adjacent to wrapped edges. 6. "Support all edges and ends of each board on framing or by solid substrate, except that long edges at right angles to framing members in non - fire -rated construction may be left unsupported. 7. In double -layer ceiling work, apply base layer with long edges perpendicular to framing members, with face layer in opposite direction, and with all joints offset. In double -layer wall applications, apply base layer with long edges parallel to framing members, with face layer in opposite direction, and with all joints offset. B. Control Joints: Form control joints by means of 1/4 -inch space between adjacent gypsum boards, with each edge supported on separate framing member, ready to receive trim accessory, and located as shown on the drawings and as follows: 1. Not more than 30 feet apart on walls which are not intersected by other walls for 50 feet or more. 2. On ceilings with perimeter relief, not more than 50 feet apart in both directions. 3. On ceilings without perimeter relief, not more than 30 feet apart in both directions. 4. At exterior soffits, not more than 30 feet apart in both directions. 3.4 INSTALLATION OF TRIM AND ACCESSORIES A. General: Comply with manufacturer's recommendations for installation of trim items. Except for items intended by manufacturer to be left exposed or semiexposed, install trim units for concealment in joint finishing compound. Wherever possible, fasten metal trim items to substrate with same fasteners used to install gypsum board products. B. Corner Bead: Install metal corner bead at all external corners unless details clearly indicate its omission at specific locations. C. Edge Trim: Install edge trim at locations indicated and wherever edge of gypsum board otherwise would be exposed. D. Control Joints: Install one -piece control joints at required locations. Do not remove tape until finishing operations are complete. 24646.02 SOUTHCENTER.CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 09260 GYPSUM BOARD SYSTEMS 09260 - 3 , • SOUTHCENTER CORPORATE SQUARE LOBBY , ADDITION TO. BUILDING 10 SECTION 09260 GYPSUM,BOARD SYSTEMS. 3.5 FINISHING ' A. General: . Comply with .ASTM C-840. and GA-216: except where exceeded by other . requirements. . 1, 'Do not mix joint compounds except as by manufacturer. , . . Finish gypsum board in accordance with the following level of per GA-2].4, ':•except:where: indicated otherwise on the drawings 1. LeVel 4 : " Embed tape in joint compound at all joints and angles'..,.PrOvide:three separate coats of compoundat all angles, fastener heads, and accessories. Provide smooth free of .tool Marks and ridges. . • Joint Treatment: Tape and finish joints in accordance with manufacturer's instructions for compounds used, using proper hand tools designed for the purpose. Avoid raising nap of face paper when sanding; carefully sponge . ,down any areas roughened by sanding .process.' D. Penetrations: Fill cutouts and openings around fixtures and • penetrations with joint compound. .3.6 CLEANING A. Promptly ' remove any residual gypsum drywall, materials from •adjacent or • . :adjoining surfaces; .leaving spaces ready ' for subsequent finishing ' • • . . 'operations and decorating. • . • • END OF SECTION finiSh-, • interior joints, surfaces 24646.02 09260 - 4. PART 1 - GENERAL 1.1 SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 09680 CARPET A. 24646.02 SUMMARY Section Includes: 1. Broadloom. carpet. 2. Carpet accessories. 3. Rubber base. SUBMITTALS Shop Drawings: 1. For broadloom, show the following: a. Carpet direction, seaming plan, edge strip placement. b. Other details as necessary to clearly indicate arrangement of carpeting materials. Include details for the following: a. Doorways. b. Walls /partitions. c. Carpet cutouts. Verification Samples: Submit the following to serve as standards for judging the completed work: 1. For each distinct color, pattern, or type indicated, submit sample 18 inches square which has been prepared from actual carpet to be installed. 2.,. Edging accessories: For each distinct edging accessory which will remain exposed after installation, submit sample 12 inches long. 1.3 QUALITY ASSURANCE Installer's Qualifications: Firm regularly engaged in installation of products specified in this section, with a minimum of 5 years of experience. 1.4 PERFORMANCE CHARACTERISTICS A. Fire Performance: Provide carpet materials capable of meeting the following requirements when tested in accordance with methods indicated, by UL (Underwriters Laboratories Inc.) or other independent testing agency acceptable to governing authorities. 1. Methenamine pill test (ASTM D 2859): Passes. 1.5 DELIVERY, STORAGE, AND HANDLING A. Take measures as required to ensure materials are not damaged or deformed. Store products in flat position in properly ventilated, dry space. Use suitable means to prevent materials from lying in direct contact with the ground. B. Allow carpet materials to reach room temperature or minimum temperature recommended by manufacturer before installation. 1.6 SEQUENCING AND SCHEDULING A. Coordinate work of this section with other work to ensure that installed carpeting materials are not damaged or soiled. 09680 - 1 1.7 WARRANTY A. Submit a written warranty signed by the manufacturer, installer, and the Contractor, guaranteeing to correct failures in carpeting which occur within 10 years after substantial completion, without reducing or otherwise limiting any other rights to correction which Owner may have under the contract documents. Failures are defined to include faulty workmanship or faulty materials. Correction may include repair or replacement. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. ' ; _Single Source Responsibility: Obtain all of each different material from a single manufacturer. 2.2 MATERIALS A.. "Carpet ": 1. Manufacturer: Shaw Commercial Carpet. 2. Product • name: "Earls. Court Bl ". 3. Product number: Style No. 50092 4. No substitutions. 5... Color /texture /pattern: #92530 6. Installation method: Direct glue-down. 7..: Edge guard: Vinyl or rubber. "Carpet Border ": 1. Manufacturer: Shaw Commercial Carpet 2. Product name: "Cypress Point IV ". 3. No substitutions. 4. Color /texture /pattern: #85352, Deep Olive 5. Installation method: Direct glue -down. 6. Edge guard: Vinyl or rubber. C. Rubber Base: 1. Style: Coved. 2. Manufacturer: Roppe 3. Color: "93 Blk Brown 2.3 ACCESSORIES A. Provide accessories recommended by carpet manufacturer. B. Vinyl or Rubber Edge Guard: Minimum width of anchorage flange 2 inches, size and shape indicated, colors selected by the Owner from manufacturer's standards. C. Carpet Installation Adhesive: Manufacturer's recommended water - resistant adhesive manufactured for use with type of carpet and substrates indicated, and complying with fire performance requirements indicated for carpet. PART 3 - EXECUTION 3.1 EXAMINATION SOUTHCENTER.CORPORATE.SQUARE LOBBY: ADDITION TO- BUILDING 10 SECTION 09680 CARPET A. General: Verify that substrates are completely dry, free of harmful substances, and in satisfactory condition to receive carpeting 24646.02 09680 - 2 C. materials. Notify the Owner in writing of unsatisfactory conditions.. Do not begin installation until these conditions have been satisfactorily, corrected. C. Start of installation work constitutes acceptance of substrate conditions and full responsibility for the completed work. D. Perform moisture and acidity tests on concrete surfaces where recommended by carpet manufacturer. 3.2 PREPARATION SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 09680 CARPET A. General: Follow carpet manufacturer's recommendations to ensure that each substrate is properly prepared to receive carpeting. Fill all cracks, gaps, and depressions using carpet manufacturer's recommended materials and methods. 1. Glue -down installation: Maximum variation in substrate 1/8 inch in 10 feet. B. Level off all high spots or ridges to prevent uneven carpet wear. C. Determine whether substrates are susceptible to dusting. Apply sealer where required to prevent formation of dust. D. Vacuum -clean substrates thoroughly, just prior to beginning installation. E. .Maintain temperature of floor and relative humidity of rooms where . carpet materials are to be installed at levels and for periods recommended by carpet manufacturer before, during, and after installation. 3.3 INSTALLATION - GENERAL A. Perform installation in accordance with manufacturer's instructions, except where more stringent requirements are shown or specified, and except where project conditions require extra precautions or provisions to ensure satisfactory performance of the work. I. Maximize consistency of carpet appearance, particularly in terms of lay of pile and its direction. Follow manufacturer's recommendations for placement of seams. 2. Continue carpet into recessed spaces such as closets, and underneath obstacles with open bases. 3. Follow manufacturer's instructions for cutting carpet, using tools designed to cut type of carpet materials being installed. B. At door openings, orient carpet seam perpendicular to traffic direction; doorway seam must be located directly underneath door in closed position. 3.4 INSTALLATION - GLUE -DOWN CARPET A. Before applying adhesive to substrate, prefit carpet in areas where it is to be installed. Where cutting is necessary, provide properly prepared, straight, and unfrayed edges. 1. Seams: Conform to submitted seaming plan. B. Apply even layer of adhesive to substrate, using trowel of carpet manufacturer's recommended notch size. 24646.02 09680 - 3 SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING.10 SECTION 09680 CARPET Install prefitted carpet; butt edges snugly at seams and against vertical obstructions. 1. Stretch carpet tightly over substrate, so that it lies flat, is . uniformly smooth, and free of bulges. 2. Apply seaming cement to butted edges. Install edge guards at exposed carpet edges unless indicated otherwise; provide secure attachment to substrate. After installation, lightly roll carpet as recommended by carpet manufacturer. F. Immediately remove adhesive from surface of carpet by method which will not damage carpet. 3.5 ....INSTALLATION - BASE Installation of Base: 1. Install base using maximum lengths available to minimize joints. Tightly bond base to substrate with full spread of adhesive, with continuous contact at horizontal and vertical surfaces. Adhere base in straight lines with top edges level and true and bottom edges fitted tightly to flooring material. 2. Install premolded corners before installing straight runs. 3. Form inside corners from straight pieces by cutting an inverted V- shaped notch in toe of base at the point where corner is formed. Shave back of base as necessary for snug fit to substrate. 4. Extend base into closets and alcoves off spaces with same flooring material. Install base where floor intersects vertical surfaces, including cabinet toe spaces, free standing columns, pilasters and walls. 5. On masonry surfaces, or other similar irregular substrates, fill voids along top edge of base with manufacturer's recommended adhesive filler material. 3.6 CLEANING A. Remove carpet remnants which are not usable; comply with Owner's instructions for final disposition of usable remnants. B. Use commercial - quality vacuum cleaner to thoroughly clean installed carpeting; trim loose yarns where required. C. Eliminate stains; Contractor shall pay for and replace carpet from which stains cannot be eliminated using carpet manufacturer's recommended products and methods. 3.7 PROTECTION A. Protect installation with a nonstaining building paper. Do not use a moisture barrier such as plastic film. B. Do not permit foot traffic or place furniture on glued -down carpet for a minimum of 48 hours after installation. 1. Do not wet -clean any glued -down carpet within 60 days of installation. C. Ensure that carpet will be clean and without deterioration or damage at date of substantial completion. 24646.02 END OF SECTION 09680 - 4 •J PART 1 - GENERAL 1.1 . . SUMMARY A. Section Includes: 1. Painting and finishing of exposed exterior items and surfaces. 2. Painting and finishing of exposed interior items and surfaces. 3. Field painting of architectural exposed structural steel members. 4. Field painting of precast concrete elements. 5 Field painting of exposed electrical items. Section does not include: 1. Factory finishing of manufactured products. 2:. of concealed surfaces, unless specifically indicated. 3. Prefinished metal surfaces. Related Sections: 1. Shop priming of architectural exposed structural steel: Division 5 1.2 DEFINITIONS A. DFM,(dry film mils): Thickness,, measured in mils, of a coat of paint in the cured state. 1.3 SUBMITTALS A. Product Data: Manufacturer's technical data sheets for each coating. 1. Material analysis including vehicle type and percentage by weight and by volume of vehicle, resin, and pigment. 2. Application instructions including mixing, surface preparation, compatible primers and topcoats, recommended wet and dry film thickness, recommended application methods. 1.4 QUALITY ASSURANCE A. Materials: 1. All coating materials required by this section shall be provided by a single manufacturer, unless otherwise required or approved. B. Applicator: Firm with not less than 5 years of successful experience in painting work similar in scope to work of this project. 1. Maintain throughout duration of the work a crew of painters who are fully qualified to satisfy requirements of the specifications. 1.5 DELIVERY, STORAGE, AND HANDLING A. Delivery: Deliver materials in manufacturer's original containers bearing coating name and color, material composition data, date of manufacture, legal notices if applicable, and mixing, thinning, and application instructions. B. Storage: 1. Store materials in an orderly fashion and in clean, well - closed containers with labels intact. 2. Maintain above 40 degrees F. Do not allow materials to freeze. 24646.02 SOUTHCENTER CORPORATE.SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 09900 PAINTING 09900 - 1 SOUTHCENTER CORPORATE:SQUARE LOBBY ADDITION TO BUILDING 10 SECTION,09900 PAINTING 1.6 . PROJECT CONDITIONS Apply coatings only under the following environmental conditions: 1. Air and surface temperatures are between 50 and 100 degrees F, unless otherwise recommended by manufacturer. 2. Surface temperature is at least 5 degrees F above dew point. 3. Relative humidity is less than 85 percent. Do not apply coatings during inclement weather except within enclosed, conditioned spaces. 1. Provide temporary lighting to achieve a well -lit surface with a level of at least 80 footcandles measured mid - height. 2. Provide continuous ventilation and heating to prevent accumulation of hazardous fumes and to maintain surface and ambient temperatures above 45 degrees .F for 24 hours, before, during, and for 48 hours after application of finishes, or longer if required to obtain fuel cure as indicated by manufacturer's instructions. ..COORDINATION General:. Perform work in proper sequence with work of other trades to avoid damage to finished work. B. Coordination: Where special coatings will be applied over shop coatings specified in other sections, coordinate work of such other sections,to ensure that only approved, compatible primers are applied. 1. Furnish the Owner with product data on both coatings demonstrating coating compatibility. PART 2 PRODUCTS 2.1 MANUFACTURERS A. The brand -name products listed in the schedule at the end of this section and made by the following manufacturer are the basis of the contract documents: 1. Sherwin Williams Company. B. Products of the following manufacturers, provided they comply with requirements of the contract documents, will be among those considered in accordance with standard substitution procedures: 1. The Glidden Company. 2. Benjamin Moore & Company. 3. Pratt & Lambert, Inc. 4. Sherwin Williams Company. 5. Miller Paint Company. 2.2 PRODUCTS A. Colors: 1. For multicoat systems, apply each coat using a successively darker tint or shade, unless approved otherwise. 2. Top coat colors: As shown on drawings. 24646.02 09900 - 2 c 24646.02 SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 09900 PAINTING PART 3 - EXECUTION 3.1 INSPECTION A. Verify that surfaces and conditions are ready for work in accordance with coating manufacturer's recommendations. B. Prior to commencement of work, examine surfaces scheduled to be finished. 1. Report any unsatisfactory conditions in writing. 2. Do not apply coatings to unsatisfactory substrates. 3. Beginning painting work on an area will be deemed construed acceptance of surfaces in that area. 3.2 SURFACE PREPARATION A. Apply coatings to surfaces that are clean and properly prepared in accordance with manufacturer's instructions and as herein specified. Remove dirt, dust, grease, oils, and foreign matter. Prepare surface for proper texture necessary to optimum coating adhesion and intended finished appearance. Plan cleaning, preparation, and coating operations to avoid contamination of freshly coated surfaces. 1. Do not apply coatings to labels that identify equipment, fire- resistance ratings, etc. 2. Remove hardware, cover plates, and similar items before applying coatings. 3. Provide protection for non - removable items not scheduled•for coating. After application of coatings, install removed items. Use only skilled workmen for removal and replacement of such items. 4. Protect surfaces not scheduled for coating. Clean, repair, or replace to the satisfaction of the Owner any surfaces inadvertently spattered or coated. Wood: Water blast, sand and remove any sap or pitch deposits from surface and clean with mineral spirits. Seal any knots and pitch pockets with a suitable product recommended by the coating manufacturer. Sand rough spots. Remove dust. 1. After first coat has dried, fill holes, cracks, or depressions with a suitable wood filler recommended by the coating manufacturer. Sand filler when dry. 2. Sand surfaces lightly between successive coats. Remove dust. C. Ferrous Metal: 1. Clean and prepare surface profile in accordance with the applicable SSPC specifications for hand tool or power tool cleaning. 2. Intricate fabricated shapes may be pickled in lieu of hand or power tool cleaning. 3. Before hand or power tool cleaning, remove visible oil, grease, soluble welding residue, and salts by solvent cleaning. After hand or power tool cleaning, reclean surfaces if necessary. 4. Before touching up coatings damaged by handling or welding, reprepare damaged surfaces. D. Galvanized Metal: Solvent clean in accordance with SSPC specifications. E. Gypsum Board: 1. Latex -fill minor defects. 2. Spot -prime defects after repair. 09900 - 3 F. Mildew: 1. Remove mildew by scrubbing with solution of trisodium phosphate and bleach. 2. Rinse with clean water and allow surface to dry. 3.3 MIXING AND THINNING A. Remove and discard any skin formed on surface of coatings in containers. Discard any containers where skin comprises 2 percent or more of the remaining material. Do not add thinner except as specifically recommended (not merely permitted) by the coating manufacturer for proper coating application under the circumstances prevailing at the project site when application equipment recommended by the coating manufacturer is employed. Use only the quantities and the types of thinner recommended. B. Mix materials using mechanical mixers in accordance with coating manufacturer's instructions. Agitate mixed materials during application if recommended by manufacturer. C Combine multi - component paints in quantities needed for use within the manufacturer's recommended pot life at the anticipated application temperatures. Discard remaining mixed material after pot life has expired. D. Strain pigmented coatings after mixing except where mechanical application equipment is provided with effective strainers. E. Tinting: Except where coating materials cannot be tinted, tint each successive coat of paint a sufficiently contrasting color to facilitate identification of complete coating coverage. 3.4 APPLICATION A. General: 1. Apply coatings in accordance with coating manufacturer's instructions and using application method best suited for obtaining full, uniform coverage of surfaces to be coated. 2 Employ only application equipment that is clean, properly adjusted, in good working order, and of the type recommended by the coating manufacturer. 3. Apply each coat to achieve the dry film thickness per coat recommended by the coating manufacturer. Application rates in excess of those recommended and fewer numbers of coats than specified will not be accepted. 4. Completed coatings shall be free of defects such as runs, sags, variations in color, lap or brush marks, holidays, and skips. 5. Apply coatings according to the schedule at the end of this section and as otherwise indicated. Coat all similar surfaces not specifically mentioned unless specifically exempted. a. Ensure that all surfaces receive a dry film thickness equivalent to those of flat surfaces. 6. Coat front and back of miscellaneous items such as covers, access panels, and grilles. Apply fully finish coats behind movable items of furniture and equipment before installation. Apply prime coat only behind non - movable items of furniture and equipment before installation. 7. Sand gloss coats before applying subsequent coatings. B. Remove coatings not in compliance with this specification, reclean and re- prepare surfaces as specified, and apply coatings to comply with the contract documents. 24646.02 SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BUILDING 10 SECTION 09900 PAINTING 09900 - 4 3.5 PRIME COATS 3.6 FINISH COATS 3.7 CLEANING AND PROTECTION ..SOUTHCENTER CORPORATE SQUARE LOBBY,ADDITION TO BUILDING.:10 SECTION:09900 PAINTING Scheduling: Apply first coat of material to properly prepared surfaces without delay. • a. Apply successive.coats within the time limits recommended by the manufacturer. • D. Electrical Items: 1. Paint electrical items exposed to view in finished spaces and in equipment rooms. 2. Finish color to match color of surrounding surfaces unless otherwise indicated. 3. Paint the following electrical items: a. Conduit and fittings. b. Panel enclosures. c. Others as indicated on drawings. A General: 1. Field apply bottom coats scheduled except where the contract documents require shop coating of ferrous metals. 2. Where first coat shows signs of suction "spots .or poorly sealed areas, reapply first coat material to adequately seal surface before proceeding with .successive coats. 3. Ferrous metals that have not been shop primed shall be field primed promptly after arrival at the site or shall be stored away from the effects of weather. 4. Reprepare and retouch damaged prime coats using approved, . compatible primer. B. Primers for Wood and Wood Products: 1. Apply first coat to wood upon receipt at the site and before wood is exposed to sun or rain. 2. Before installation, prime both concealed and exposed surfaces of interior wood, including cut ends. 3. Finish tops, bottoms, edges, and cutouts of exterior wood doors as scheduled for exterior face. A. Number of Coats and Minimum Coating Thickness: 1. Apply not less than the number of coats indicated. 2. Apply each coat to achieve not less than the dry film thicknesses indicated per coat. 3. Apply additional coats at no additional cost to the Owner when necessary to achieve complete hiding, uniform texture, or uniform sheen and appearance. A. Cleaning: 1. Clean work area on a daily basis; dispose of spent materials and empty containers. If requested, turn over the Owner all empty coatings containers used during the course of each day. 2. Remove all trace of coatings from adjacent surfaces not scheduled to be coated. Remove by appropriate methods that do not damage surfaces. B. Protection: 1. Protect work against damage until fully cured. Provide signs identifying wet surfaces until surfaces are adequately cured. 24646.02 09900 - 5 24646.02 ..•,, • _ • , - • . • SOUTHCENTER.:CORPORATE:SQUARE: LOBBY 'ADDITION TO BUILDING 10 SECTION 09900 PAINTING Shortly before final completion of the project, examine surfaces for•damageto coatings and restore coatings to new, undamaged condition. Touch-up of minor damage.will be acceptable where result is not visibly different from surrounding surfaces. .Where result is ' different either in color, sheen, or texture, recoat entire '- . surface. SCHEDULE OF COATINGS FOR INTERIOR NONTRAFFIC SURFACES.:. A :.• • • • Gypsum Wallboard: 1. Acrylic Latex, semigloss. ' a. . Bottom coat: ProMar 200 InteriorLateX Wall Primer13281q 200; 1.1 DFM. b. Intermediate coat: Same as top coat. c. Top coat: Proclassic 100% Acrylic•Interior Latex Gloss Enamel B21 W 201; 2.0 DFM. Ferrous Metal: Latex, gloss. a. Bottom coat: Latex Metal Primer B42 N 8L30 DFM: b. Intermediate coat: Same as 'top coat. c. Top coat:. Proclassic 100% Acrylic Interior Latex Gloss Enamel B21.W 201;:2.0 DFM. SCHEDULE OF COATINGS FOR EXTERIOR NONTRAFFIC SURFACES Ferrous.Metal: 1. Architectural Exposed Structural Steel Members. a. Finish: Satin - Overall Coating Mil Thickness: 6.0 to 10.0 dry mils in addition to the shop applied primer.. Intermediate coat: Tnemec Series 66-AA90 Epoxoline Primer (Dry mil thickness - 3.0 to 5.0 mils). c. Top Coat: Tnemec Series 175 Endura-Shield Aliphatic Acrylic Urethane (Dry mil thickness - 3.0 to 5.0 mils). Galvanized Metal: 1. Alkyd, gloss. a. Bottom coat: Galvite Paint B50 W 3; 2.0 DFM. b. Intermediate coat: Same as top coat. c. Top coat: Industrial Enamel B54 Series; 2.0 DFM. 3.10 . COLORS A. . Match.building standard'colors. Coordinate with Owner. END OF SECTION 09900 0 LJ u CITY OF TUKWILA RECEIVED Department of Community Development CITY OF TUKWILA Building Division- Permit Center OCT 2 ' 1997 6300 Southcenter Boulevard, Tukwila, WA 98188 PERMIT CENTER Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: /6 / a 7 / 9- 7 PLAN CHECK/PERMIT NUMBER: J)T 29 O PROJECT NAME: 1/4)1 \ ,� _„ 1,0 Gr0rQ, '�-1c,►.3 PROJECT ADDRESS: . i '' 011 .1.1 CONTACT PERSON( C` -i REVISION SUMMARY: cyt,,5 .►,► UJ s'�'�' � N c P .� \-r as \ 6.L Bid V'• Plannin SUBMITTED TO: \c 'E? 6 tJ Fire PHONE( Ve;) 51S-2A 2/) Public.Works CITY USE ONLY 3/19/96 SHEET NUMBER(S) L-2 ` -ut c L e- C)c% 4 * -Qi r 1 eta 7 crc 1 "Cloud" or highlight all areas of revisions and date revisions. FROM INB117 2 NORTH NBBJ 111 Su* Joann Sheet Seek, West kilo 11104 (104) 2214555 km (204) 421 October 15, 1997 1 8 1 206 623 0600 To: Ken Nelsen, Plans examiner City of Tukwila, Dept. of Conununity Development From Nick Hendrickson Subject: Southcenter Corporate Squaxe, Lobby addition to Building 10 Permit Application #D97-0290 As directed by Ron Greene, this memo is in response to your correction letter #1, dated 9/29/97. In it you requested clarification on the following two issues: 1. The addition shall comply with the Washington State Energy Code section 1131 as follows: • The total area ofthe addition is less than 750 sql. • The electrical lighting for the addition shall not increase the existing electrical load. • The heating and cooling requirements for the addition shall be served by extending the existing HVAC system from bldg. 10, and by adding one 10 kw VAV box. • The added mechanical load of the addition is balanced with a decreased load for the existing building. The existing building envelope has been improved throughout by adding an E.LF.S. with 1 1/2" foam insulation (R3.5 per inch). • The new storefront systems use double pain insulating glazing with a solar heat gain coefficient (SHGC) " 2. The E.I.F.S. work has been permitted and is currently underway at part of bldg. 10. The Owner has all the specified documentation on file, however, the following general notes for the E.I.F.S. may be added to sheet A-3: 1 . • The E.I.F.S. Manufacturer shall submit the following to the Owner as specified in section 07240; • 10 year Warranty draft. • Product data and details. • Storage, mixing and installation instructions. • Installer certification with at least 10 years experience. • ICBO reports and independent test reports. • Manufacturers inspection reports. Please contact Ron Greene with any further comments. cc: Ric Anderson, Ron Greene, Steve McConnell 1424646 02\oa\mper01.doc 1997$ 09146 #767 P.02/02 RECEIVED CITY OF TUKWILA PERMIT CENTER ■ Memorandum Archltectm Dolly Plaifilig OCT 2 8 1997 FROM INBBJ 2 NORTH NBBJ October 15, 1997 From lick Hendrickson TO 111 Soah Jackson Street Seettb, Wallington 11104 Clef) 2234555 fa (200 X21.2100 To: Ken Nelsen, Plans examiner City of Tukwila, Dept. of Community Development Please contact Ron Greene with any further comments. cc: Ric Anderson, Ron Greene, Steve McConnell n:124646 021oa1mper0l.doc Subject: Southcenter Corporate Square, Lobby addition to Building 10 Permit Application #D97-0290 • 1 206 623 0600 1997.0 -16 09146 #767 P.02/02 RECEIVED CITY OF TUKWILA OCT 2 8 1997 PERMIT CENTER ► Memorandum Architectara Dat11a Weenie, As directed by Ron Greene, this memo is in response to your correctioin letter #1, dated 9/29/97. In it you requested clarification on the following two issues: 1. The addition shall comply with the Washington State Energy Code section 1131 as follows: • The total area of the addition is less than 750 aq.ft. • The electrical lighting for the addition shall not increase the existing electrical toad. • The heating and cooling requirements for the addition shall be served by extending the existing HVAC system from bldg. 10, and by adding one 10 kw VAV box. • The added mechanical load of the addition is balanced with a decreased load for the existing building. The existing building envelope has been improved throughout by adding an E.I.F.S. with 1 1/2" foam insulation (R3.5 per inch). • The new storefront systems use double pain insulating glazing with a solar heat gain coefficient (SHGC) 0.34. 2. The E.I.F.S. work has been permitted and is currently underway al part of bldg. 10. The Owner has all the specified documentation on file, however, the following general notes for the E.I.F.S. may be added to sheet A -3: The E.I.F.S. Manufacturer shall submit the following to the Owner as specified in section 07240; • 10 year warranty draft. • Product data and details. • Storage, mixing and installation instructions. • Installer certification with at least 10 years experience. • ICBO reports and independent test reports. • Manufacturers inspection reports. �� . - 1�9�) .���: ,fit .yi �li' i.1 .:�. �., a„.: j `.� .. .•;' <- . ....�t.•_!'.q err :q .�`r;. irS'!r. ° `i; m No further comments at this time. BUILDING DIVISION REVIEW DATE: Sept. 17, 1997 PROJECT NAME: Home Depot lobby. addition APPLICATION NO: D97 -0290 PLAN REVIEWER: Ken Nelsen, Plans Examiner (206) 431 -3670 Please provide additional information, clarification, and/or correction on revised plans for the following Building Division comments: Documentation and /or revised architectural plans must be submitted to show the new Lobby complies with the building envelope, mechanical systems, and lighting requirements noted in Washington State Energy Code Section 1131. 2:. Revise the plan "General Notes" to include the basic requirements referenced in project specifaction section. 7240 for the Exterior Insulation and Finish System, (E.F.I.S). Items of consideration are the manufactures installer certification, inspection requirements, and submittal of Exhibit forms to. the Building Department, etc. gyp[ Fire Department Review Control #D97 -0290 (CH 52) Re: Home Depot - 360 Corporate Drive North Dear Sir: City of Tukwila Fire Department September 9, 1997 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1004.2) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1 - 1212.8) 2. 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 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) Extend sprinkler protection to the new lobby area. Local U.L. central station supervision is required. John W. Rants, Mayor Thomas P. Keefe, Fine Chief Headquarters Station: 444Andover Park East • Tukwila, Washington 98188 • Phone. (206) 575.4404 • Far (206) 575-4439 Fire Department escriptionof intended use. Tukwila Fire Prevention Bureau City Ordinance #1742) 3 T his review; limited to speculative tenant space only special fire permits may ' be necessary depending on!;detailed Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (too) 57$4404 Fax (206) 57$4439 11/06/1 20,627799 RON GREENE PAGE 3 xx Off `/ 6r L DETACH TO DISPLAY CERTIFICATE_? Y f 'r J'), `.?o DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON 15 REGISTERED AS PROVIDED SY LAW AS A ;!•' L �L�i: a n y., �1y1n� i �':.• S..s ✓: :r;. ys:� :!• .. y ,1� • Zj r��; {� ?iij `'•i1� y� � r. Vi a_;}' yy�� ' - ero.F1' L1/4 ant " e ;: ;L }F•�'�,'��'.1s ;. T d ,Y!.+'1Z1 .fi ":= ,::411•s 41A.7 :fir :044W:.� Real.s?1 !41 �n u i K St e .1;4_, . ` � STATE OF WASHINGTON _ r //o /c7.2 RECEIVED CITY OF TUKWILA NOV ' 0 61997 ' PERMIT CENTER ,__OBBYH „DMIT101`41 I 1,1 F Ok PERMIT , REQUIRLO ! I I L'C' A-2 PLANS / ELEVATIONS 2 2. F.F =24 5C 30,208 GSF SITE PLAN NBEJ 111 South, Jackson Street Seattle. Washington 98104 (2061 223-5555 Fax 1206) 621-2300 EXISTING BUILDING 7 2 STORY F.F.=24.00 19,421 GSF EXISTING BUILDING 9 2 STORY F.F.=24.00 20,421 GSF EXISTING H BUILDING 8 2 STORY F.F.=24.00 20,421 GSF EX 1ST I NG COVERED ATR I UM 4,040 GSF EXISTING BU I LD NG 6 2 STORY ! 20,421 GSF EXISTING BUILDING 5 2 STORY 19,421 GSF ; M„6_, Zia. LOS No IS — ANDOVER PARK WEST SWF OF VIASUINGTOI, 00 - / - /.02 3N AiN3dOeld JO ISV3 '0 rIV.9 31.1SV, NOTI, , 4311M 005 N081 .Z/r ONOOd 4E1 PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: r sou HCENTE R CORPORATE SQUARE TuKiwiLA; WASHINGTON ' '30 EXISTING BUILDING 10 2 STORY F.F.=24.00 19,421 GSF EXISTING BUILJ1NG 12 2 STORY F.F.=24.00 19,421 GSF EXIST EXISTING BUILDING 4 2 STORY F.F.=23.50 19,421 GSF , B41 1 10 Jlisr.F.1161 — — AREA OF WORK EXISTING l BU I LD I NG 3 2 STORY F F =23 50 - _ r - 20,421 GSF EXISTING BUILD I NG,' 2 2 STORY 19 ; 41 G8F 21 — — • EXISTING BUILDING 1 2 STORY 7.7=22.50 20,421, GSF _ _ I H --) JM3OI 72 ; I „ 1 . ' l 114' _ _ 0 S Project Contacts: 77 A.Neriseo Breg,le, Lowe itheeepeisBs Noe 'thee, ing Line go, Sg,i.oe Seattie, 'we; Booth 2B ' Agency Notes 4 ddriefl, 36G giBRPIBRe BP:Ve 1.75 eg Code :994 e Be ,kcopanci, LB lie Cons 7,re Pereteii SPRINKLE 19,421 F. thx,seirigi. Biog. 12: 19,471 1 7N Lo0by Addition; 680 SF the, Legal Description At it ' aIF ' Fr t s . r,V PUrig r ; ' ,!;! h ent t 'ii.e r o ' etBO .' ,- r i -i' ,C ' WZ5 9 :1 !" or the ' outhen e seor'Nec" ' d6, T.2dN, 9.4E, 8.M., and iasPng Pore par:aPorty described as FoLlowsi r t her7n ' o r' ° 5' A c a ' ;edit '' ,'M t pg6939;, 1369.34 ' Peet from - the northwest rcr of said sot,- Wi'INgnIrf7e:!;Ti f rairl ' ire l' e! N s ' P I P N ,V , fr d gin ' :U=1 , 71e ' ,, r 50.0, r e e e ec a ' n!Y C.Te point on a Pne that is parallel - to and 501.40 southerly or the northerly tine of said southeast 1,'4, thence atong said para,lel 6188 18090 Feet to l'go"ITVid ' Bo ' s ir T l ree: itc o,!nt on a line that is - so and 365 40 Feet southert of the TrAig fle ne7cA.notaeref pn PC" N t and 236.00 Feet westerly of :he east Pr, of sa81 easit shencp along ,as, said garotte, tine 901 265.40 to a glYtr r 2TOrac Y red ce ,00,1 ,000 t0, Drawing Index & STRANDER., BLVD' „A I I 11 SITE / UF' AND !DR . MIDLAN TR I LANO DR .1 VICINITY MAP N.I.S. A-1 COVER SHEET / SITE PLAN -, •- , , , -,- '-'' ,----, ' - !-- ! - , i - ' , , 1 -!- '- ,- ' '' ' - ' , — , ■ , , ALCEKIED 4roved By ' ' ' 1 ' , lob Niirri,er 24646.02 I ! ! ! , ! 1 CITY OF 'TUKWILA 1 1 l ' DFF9AFd NBBJ !! Drain, Niii 1 ' aecked ' Dote 8/25/97 ' , , ! „,... 1:)C11...001C:1(;) , ! FF t:FT■TEF , ....,.. f.te i I Descrpha of R 1 COVER 1 SHEET AGENCY NOTES 1 SITE PLAN ' 111 South iackso � Srreet Seattle. Washington 98,04 (2061 223 -5555 Fax (2061 621 -2300 BLDG j (10, 1 "_) CIM 4 FIRST FLOOR LOBBY PLAN EXISTING BUILDING 10 BEYOND GL TEMP GL FRONT ELEVATION 1/4' 0_ , / 7 -- EC - ' Ea. GL ENTRY DOORS & PAVILION i 1 A; PAVILION BY OTHERS L EXIST. BRIDGE TO REMAIN GL TEMP GL (101 EXISTING STUD WALL CONSTRUCTION TO REMAIN I NEW LOBBY 60-8" (VIF) LOBBY ENCLOSURE OPEN COURTYARD BEYOND OPEN TO BEYOND EXTERIOR COURTYARD NEW LANDSCAPE 5 A3 7! I it II a ala FLOOR OVERHANG i 1st FLR e EXIST. BLDG. 12 BLDG 12 T /2ND FLR 1' -6" PARTIAL 2nd FLOOR PLAN 1/4.= 1' -0 NOTE: COORDINATE WITH EXIST. POST TO REMAIN. ALL AWI CUSTOM GRADE CABINETRY RECEPTION DESK SECTION 1 /2 1 = 1' - 0" Ark i MAPLE VENEER W/ HARDWO EDGE PLAM: NEVAMAR 5 -6 -1 "ULA.CK PEARL" ,1 1 EXISTING BRIDGE —► STRUCT. A3 —//) BLDG. SECTION LOBBY A3 N.r`x Date By Desvphon Re ui — 4 - x _ 12 . -. 0 „ 110 p � LAMINATED GLASS 3 ° \\ —.- ._ -- SM1eet lithe. ' FLOOR PLAN ELEVATIONS TUKWILA WAyIGTON AM ., By -_ lob N., 24646.02 Dovgled NF J Dam BM Ch. NJI Dme 8/25/97 GENERAL 1. CONTRACTOR FIELD VERIFi' ALL DIMENSIONS AND CENTERLINE CONDITIONS PRIOR TC START OF CONSTRU - 000N NOTIFY OWNER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO STAR- OF 'WORK. 2 COORDINATE 'HE C'ENERAL SCOPE (R. WORK WITH 10T & 2N0 FLOOR ' REMODEL BY OTHERS. ,'1 V 3. COORDINATE ALL ELECT. /MECH. PLUMBING & FIRE PROTECTION BLDG 12 SYSTEMS AS REOD. W/ OWNER. 4. NEW HVAC SUPPLIED FROM EXIST. SYSTEM AT BLDG. 10. (V.I.F.) 5. CCORDINATE NEW DOORS & HARDWARE W /OWNER'S SECURITY SYSTEM REP. 6. PROVIDE BLDG STANDARD CARPET & RUBBER BASE TYP. THROUGHOUT NEW AREA.-COORDINATE W/ EXIST. 7. NEW STOREFRONT SYSTEM TO MATCH EXIST. DARK BRONZE COLOR. KEY NOTES 0 REPLACE EXIST. RECESSED CAN LIGHT FIXT. W/ BLDG STANDARD COMPACT FOUR. FIXT. (5. TYF.) //Th CJREMOV EXIST. CONC. AREAS AS SHOWN, PREVENT SPALLING BY REMOVING WHOLE SECTIONS M EXIST. WD. JOINTS, TYP. 0 EXISTING CONC. TO REMAIN () REMOVE EXISTING STOREFRONT & WINDOWS. PATCH & REPAIR AS NEC. () REMOVE EXISTING STUD WALL - STRUCTURAL POST TO REMAIN - ADD 5/8" GWB SURROUND, TYP. E EXISTING LIGHT POLE TO REMAIN 7 RELOCATE EXISTING PLUMBING PIPE - V.I.F. (EXPOSED 2 1/2" 0.0 MTL PIPE W/ ELBOW DROPS 18" BELOW BRIDGE) ADD EXTERIOR WALL -SHOWN CROSS HATCHED. 0 AREA SEPERA -SEE DTL 1/Y3 TION WALL 9 AREA SEPERATON WALL, SIMILAR TO DTL /A3. - ANCHOR 2 LAYERS GWB TO ONE SIDE OF STUDS, THEN TILT INTO PLACE. 10 E.I.F.S. W/ 1 1/2" ON BLDG. PAPER FINISH TO MATCH. ADJACENT EXTERIOR. G 11 5 /8" GWB APPLIED OVER EXIST. SHEATHING. w/ CASING © CORNERS, TYP. 12 STOREFRONT TYPE 1 = KAWNEER TRIFAB 451 PER MANUFACT. SPEC. Sheer N>,ner 0 STOREFRONT TYPE II = KAWNEER 1500 S.T. PER MANUFACT. SPEC. 0 4 FT, W. WALK OFF MAT -ALIGN TO DOOR JAMBS. INTEGRATED w /CARPET, SEE SPEC.- COORDINATE w OWNER. 15 BLDG STANDARD. ALUM ENTRANCE DOOR: PR 3' -0" x 7' -0" x 1 3/4" STILE 'WIDTH: 2" NUM. FULL FACTORY GLAZE DARK BRONZE COLOR TO MATCH. WEATHER SEAL, ALUM THRESH. EXT. HARDWARE GROUP. BLDG STANDARD AM DOOR & FRAME, 1 1/2 HR FIRE RATED ASSEMBLY PER UL. PR 3' -C' x 7' -0" x 1 3/4" WEATHER SEAL, ALUM THRESH. EXT. HARDWARE GROUP. 1� REMOVE EXISTING SHEATHING & FRAMING AS REQUIRED TO PROVIDE NEW CONTIN. 2 HR RATED WALL THRU, EXIST. BRIDGE. (VIF) PROPOSED FACILITIES IMPROVEMENTS & REMODEL OF: SOUTHCENTER CORPORATE SQUARE LOB ADDITION TO BLDG" 10 A -2 RECEIVED f.ITY OF HWII,A [ 1337 PERM r OENTER �q7 -OZgo NBBJ 111 South Jackson Street Seattle. Washington 98104 12061 223 -5555 Fax (206) 621 -2300 14 STOREFRONT MULLION ®STOREFRONT = 1' -0" DOOR JAMB AT STOREFRONT EXIST GWB GWB TO MATCH MULLION GLAZING 1' -0" CONC. AT WALL 4 /2' j *JAMB AT STOREFRONT 3 " -1 -0" ()SLAB EDGE SECTION 3/4" = GLAZING PER SPEC. STOREFRONT TYPE I (TYPE II, SIM.) GLAZING PER SPEC. STOREFRONT MULLION PREFlN. DOOR FRAME EXIST PLYWD SIDING TO REMAIN. BLDG. PAPER E.I.F.S. ON 1" FOAM 1/2" SEALANT & BACKER ROD 1/4" SEALANT & BACKER ROD BOTH SIDES E.I.F.S. WHERE OCCURS EDGE OF STOREFRONT OR STUD FRAMING —SEE PLAN. 20 si CN. S.0.0. w /6 p W1.4 O x C W1.4 WWM # (241) ®.24 O.C. (1) #4 NT. SSET IN CO 2' FROM EDGE EXIST SLAB AS OCCURS 11'9 PROVIDE SWLS AT v ol wUP / 8 DO E 4" MIN. FREE DRAIN GRAVEL (1) #4 CONT. TOP & BOTTOM ADD (1) #4 CONT. AT WALL Fl EXIST SIDING TO REMAIN. 5/8° GWB 03 EIFS ON t 1/2" FOAM 1/2" SEALANT & BACKER ROD, TYP. REMOVE & R FLACE EXIST BRIDGE FRAM G AS REQ. REMOVE & REPLACE EXIST E.I.F.S. AS REQ. (TO MATCH) 1" EXPANSION JNT. w/ COMPRESSIBLE FILLER 1 O 9 WALL CONNECTION PLAN 3' _ —0" PROPOSED FACILITIES IMPROVEMENTS & REMODEL OR PREFlN. DOOR FRAME MUWON BEYOND *DOOR HEAD AT STOREFRONT 3" — 1' -0" 4 1/2" OHEAD AT STOREFRONT 1a 3 " =1' o" 4 1/2 SILL AT STOREFRONT 3" = 1 -0" IHR WALL SEE Di 1 TRANSOM GLAZING PER SPEC. STOREFRONT MUWON MUWON BEYOND PREM. DOOR FRAME ALUM THRESH w/ BEV EDGE ACCESSIBLE PER MFR —SET IN SEALANT 1/2" FON JNT. AT SIDEWALK EIFS SYS., TYP. VINYL DRAINAGE TRACK w /WEEPS M 24" O.C. SET IN SEALANT 1/4" SEALANT & BACKER ROD BOTH SIDES STOREFRONT TYPE I (TYPE II, SIM.) GLAZING PER SPEC. GLAZING PER SPEC. STOREFRONT TYPE I (TYPE II, SIM.) PREFIN. ALUM PAN, WATER— TIGHT ON ALL SIDES, SET IN SEALANT 1/4° SEALANT & BACKER ROD BOTH SIDES w /W'EFPS M 24 O.C. ARCH FIN. FON. EIFS ON 1 1/2" FOAM BLDG. PAPER OVER FLASHING 1/2" SEALANT & BACKER ROD, TYP. REMOVE & REPLACE BRIDGE PARAPET AS REQ. EXIST WD BRIDGE FRAME TO REMAIN SADDLE FLASHING —WRAPS BEYOND EIFS ON 1 1/2" FOAM BLDG. PAPER OVER FLASHING 1/2 SEALANT & BACKER ROD, TYP. 24 GA. FLASHING —WRAPS ALL SIDES (�'JS�A_QDLE FLASH SECTION �/ 3 ' _ 1, -0° EXIST STL BRIDGE FRAME TO REMAIN. 1HR WALL SEE DTL 1 SLIP JNT. CONNECTION BY OTHERS. ® BRIDGE CONNECTION SECTION O 3" = EIFS ON 1 1/2" FOAM BLDG. PAPER OVER FLASHING NEW OR EXIST SHEATHING —SEE PLAN 1/2" SEALANT & BACKER ROD, TYP. 4x4 ALUMN FLASH BY STORFRONT MNFR. SEALANT COMPENSATING CHAN. STOREFRONT TYPE II (TYPE I, SIM.) 5/8° GWB w/ CASING BEAD OJAMB SECTION 3" = 1' -0" 4" EIFS ON 1 1/2" FOAM ' BLDG. PAPER OVER FLASHING 1/2" SEALANT & III BACKER ROD, TYP. EXIST SHEATHING ALUMN FLASH :::::::0:::R ill 5/8° GWB w/ CASING BEAD �' h 1HR WALL SEE DTL 1 ®SKYLIGHT HEAD /JAMB SECTION 3" = 1' -0" SOUTHCENTER CORPORATE SQUARE LOBBY ADDITION TO BLDG. 10 TUKWILA, WASHINGTON - ISSUED FOR PERMIT E:I.F.S. ON 1 1/2" FOAM MECH. FASTENERS 30 LB. BUILDING PAPER 5/8" GYP. SHEATHING 5/8" GWB X 2x4 STUDS @ 1G D.C. R -19 BATT INSUL, FOIL FACED. (2) LAYERS 5/8" GWB —X NOTE : 2 HR FIRE RATED CONSTR CTION. ASSEMBLE PER UBC TABLE 7 —B, 17 -1.5. O FIRE RATED WALL SECTION = 1' -0" TREATED SOLID BLOCKING 24 GA GALV. MIL SNAP —ON CAP FLASHING w /SLIP JNTS. ® 12' -0" 0.C. —PT TO MATCH ADJ. EIFS. CONTN. 20 GA. GALV. CLEAT E.I.F.S. ON 1 1/2" FOAM ® PARAPET SECTION O 3" = EIFS SYSTEM ON 1 - 1/2" FOAM SLOPE TO DRAIN 0A:12 EIFS SYSTEM ON 1 - 1/2" FOAM 30 LB. BUILDING PAPER LAP OVER TRACK VINYL DRAINAGE TRACK w /WEEPS 0 24" O.C. SET IN SEALANT 20 GA. CLEAT MRE BRUSS CLEAN EXPOSED CONC. NEW GRADE UNE REMOVE EXIST EARTH AS REQ. (01) O 4 WALL SILL SECTION 3" = ' -0" sale 1" = 1' - 0" SEE NOTE: COORDINATE PARAPET FLASHING w/ WORK BY OTHERS. NOTE: ALIGN & MATCH REVEAL TO EXISTING BEYOND. (FIELD VERIFY) O ()HORIZONTAL REVEAL SECTION 3" = 1' -0" 1HR WALL BLDG. STANDARD INT. FIN., TYP. EXIST WALL (V.I.F.) BASE, TYP. Dora 8y Desap.e d Asst 176 DETAILS :Ne ,ad sr Job N.rba 24646.02 DaegedNBBJ cm.n NJH Checked Dale 8/25/97 CONT. 20 GA. GALV. CLEAT 24 GA GALV MTL FLASHING —ALIGN w/ EXIST PARAPET GENERAL NOTES : 1. PROVIDE 10 YEAR MANUFACTURERS WARRANTY FOR THE EXTERIOR INSUL & FINISH SYSTEM (EIFS). 2. FINISH SURFACE OF E.I.F.S. SHALL HAVE LESS THAN 1/4 IN. UNDULATION PER 10 FT. FLAT BAR. 3. CONTRACTOR TO PREP EXIST T1 -11 SIDING AS REQ. FOR E.I.F.S. SUBSTRATE SPECS. REMOVE ANY DEFECTS & ADD SCREW ANCHORS TO PROVIDE FLAT SURFACE w/ 1/4" MAX. UNDULATION PER 10 FT. FLAT BAR. REPLACE DETERIORATED SIDING PANEL SECTIONS AS REQ. Sheet Reber A -3 Ne SEP 0 41997 PESO. CENTER