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Permit MI2000-084 - MCI WORLDCOM - REROOF
MCI WORLDCOM City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MISCELLANEOUS PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: 271600- 0020 12682 GATEWAY DR NSFR MISCPERM MI RE -ROOF 001 North: TUKWILA .0 South: Sewer: Slopes: .0 SEPTIC N Contractor License No: HOFFMCC164NC Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: East: .0 West: Streams: MI2000 -084 ISSUED 05/04/2000 10/31/2000 OFFICE 1997 SPRINKLERED /AFA .0 OCCUPANT MCI WORLDCOM Phone: 12682 GATEWAY DR, TUKWILA, WA 98168 OWNER KAISER GATEWAY ASSOC C/O BEDFORD PROPERTIES, 12870 INTERURBAN AVE S, SEATTLE WA 98168 CONTACT RJ DEMERS Phone: 206- 612 -0791 1200 WESTLAKE AV N, SEATTLE, WA 98109 CONTRACTOR HOFFMAN CONSTRUCTION CO OF WA PO BOX 1300, PORTLAND OR 97207 **• k * * *-k* * * *** * * ***-k ****-k-k**** k•k*** k k —k k* k* k ** *^k* k•*•k *•k k* * k * * *•k k k* k * *•k **•A** k* k k k k*k k k ** Permit Description: RE-ROOFING OF MCI WORLDCOM TENANT SPACE. * * * * * * * *•k*•k *********•h* kk** k* k****** kk*• k*** kk* k** k*** k**** * * * *•k * * *k * * * * * ** * **•k *k *•k•kk. Construction Valuation: $ 150,000.00 PUBLIC WORKS PERMITS: *Neter Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversized Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Meter Permits Listed Separate) Eng. Appr: N N No: Slzetln): .00 N N Start Time: End Time: N Cut: F111: N N Start Time: End Time: N No: N Private: Public: N N Private: Public: kkk**k**k k*** kkk** kkh• k* k** k*• k* kk* kk *k*kk *k4chk•k*kkkk*******k **** k *Akk,M *4kk* *kkk•k **kk TOTAL DEVELOPMENT PERMIT FEES: $ 1,880.96 *kk* *'kk*k** * *' *1* *k * *** * *k*k **kkkk**14kkk *k tkk kk•k kk*kk kkkkkkkk *k *k**'kk**k#kkkk' Permit Center Authorized Signature: Gate: ' 41-100 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development f'm i t. Signature: Date 57/1-dpi, Print Name:fAt.111—_-gACNW4g1.. 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, CITY OF TUKWILA ddrKess: '12682 GATEWAY OR Suite: Tenant: Type: MISCPERM ar Ce 1 I: 271600 -0020 Permit No: 1112000.084 Status: ISSUED Applied: 04/18/2000 Issued: 05/04/2000 ,•AAkA *•k ** *** k** k•A***• k• A**** k**• k, A• k• k• k* kkkA* k** A***• k*M* *•k*kk•k *k*A.*•kkk,k•k*•A&AAk* Detroit Conditions: 1.. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building `Division. All permits, inspection records and::approved plans shall be available at the ..1`ot lite prior to the start of any con - struction, These`'dreurnpnts- acre to,be maintained: and avail- ,able until final inspect ion approval is granted. Electrical ` armit aba'1.1 be obtained 'through the Washington State Div ton, ofr Labor and, .Industries and ta,l l electrical ,w0.1( wi�l "be rinspccted bY that agency (248 6630) . Plumbing per'l is OW be obta;i n od through :the Seattle -ling Count; :p+epartment of Pub1••ic?Hel+lthj Plumbintg will b e x.a. i nsp .c ed by that agency; , �i nc l ud i ng all gas piping (296t4/22)/ , �s y :` : A11 ' cha ;• `aalek-work shall bo .under separate permit issued th.�L•i t:y ofy Tukw i l o .;,•. A11'con trrction to, be done' 1n conformance with ap'proved'' p l ;ants and regu i renlen is of the Uniform , bu1 l d i ng Code ( 1997 k' an) neme amended, ni for Mechanical Co` de (1997 Edition) ari Weshington`State Energy Code (1997 Edition), Vd 11 d 1 tyrd�: of Pcrm i t , l he i ssuano r of a permit or ap;prove.l o p iris c e0,ec i 1 ce";t 1 ons, i and computations shall not be con= strited to be ,: a per'mit .''or, or -. an tzpproval .of, any v is lat ion ,. of °icy ,off. bhe provisions of the` bui "lding code or of zany otii� yt ordirtianoe of the ,Jurisdiction. No permit presuming i give uthorIty`,to violate or cancel the provisions of this codtiw :shq'1i a bo valid. 1 • V cI T y OF TV 'WILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431-3670 Project Number: Permit Number: 41 _CA* 4- • •A. Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Proj c NamefTenant: Description of work to be done: / • .c'J -, 0 r 1-Lc Of:: Le c ::` e- ,*'/Z /, ;� , Value of Construction: Si Address: City State /Zip: t 14 6 ' Z �/4-TIC- 6.%47 / �. 774,4t.a4 & 9168 Tax Parcel Number: 21 /606- 00 o - D 7 Property O ner• i 4 i0, 7- ! %ter of/ S< �l3 Phone: 't- Z'/--/ - / p --� Street Address: 7z_D 647k my'c',' /Q �Tr� J/ /r7 City � Stat Zip: 95/63 Fax #: 206 _. z41-/ -2/ 9/ _/2 Coota�ct Person: c i ii-f��lMvti Cai7i..57- Qvi i /e l:- Z'1 'i2- 5 Phone: ca 72 - D'7 G�1 706 : Stree Address: /700 Gti ;7`,1(1 �4U /'U Sr City State /Zip: e/+/ i . 9'/07 Fax #: /� 2206 - �-4-L/ - 5 Contractor c-,-.tM CZ-725�1Gc.) �7-zeti ne: .?e°6 -- 2. -- 6 66 7 Street Address: City State /Zip: # 0 7--/-a/ - , i • .� r / 0 Fax #: f : D t� - gc .q' - 7 5- 2- 3 Architect: �y,D/ C&iy'Z/ Phone: 3- z7..9- -- 95-6 0 Stre: Addres-: City State/Zip: Fax #: Engineer: y p Phone: Sttr oat Addd ss:V [� • ay}�" / ✓�/�t/y ,/�f/1 // /'� City /y State /Zip: Fax #1:{ '7 .. MISCELLANEOUS, PERMIT' REVIEW `AND:'APPROVAL.REQUESTED :. 0 BE,FIL ;LED- OU1'BV APPLICANTj:: Description of work to be done: / • .c'J -, 0 r 1-Lc Of:: Le c ::` e- ,*'/Z /, ;� , Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no Attach list of materials and store • a location o arato 8 1/2 X 11 a or indicatin uantltles & Material Salet Data Sheets • Above Ground Tanks • Antennas /Satellite Dishes Bulkhead /Docko Commercial Roroof ❑ Demolition ❑ Fence ❑ Mechanical ❑ Manufactured Houoing•Roplacomont only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection/Exit Systems ❑ Tem • orar Facilities ❑ Troo Cuttin; APPLICANTREQUEST. FOR`MISCELUANEOU8 :PUBLICVWORKS. PERMITS,'?; u ChannolizatIon/Striping Curb cul/Accoee/Sidowalk Fire Loop /Hydrant (main to vault)Th SIzo(e): ❑ Flood Control Zone ❑ Land Altering: 0 Cul cubio yards 0 FIII_cubio yardo 0 sq, ft,grading/oloaring ❑ Landscape Irrigation ❑ Sanitary Side Sowor #: ❑ Sower Main Extonalon 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Publlo ❑ Water Motor /Exempt N, Sizo(e): 0 Deduct 0 Wator Only ❑ Water Motor /Permanent #_ _ SIzo(s): ❑ Water Motor Tomp # Sizo(s ; , Est. quantity; ! gal Schedule: ❑ Miscellaneous_ .-_. UHOI Moving Oversized Load/Hauling MONTHLY'SERVICEBILLINGiS TO:": `' , ' ' ; , ; Name; /9 Phone: 4/ ,, Address: 4,,f ,2•I City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER. METER DEPOSIT/REFUND BILLING: Name: Address: City /State /Zip: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and Is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date ap lc ion ptO d;r•�o Dater°r°: : 410 Appllc�,y��/cen by: (initials) MISCPMT.DOC 7/11/96 ALL MISCELLANEOU - DERMIT APPLICATIONS MUST BE ITTED WITH THE FOLLOWING: • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED D ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT D STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER ➢ CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) ❑ SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PERMIT REVIEW Above,Ground Tanks/Water - _Supported.directly upon grade exceeding :5;000 gailons and .a ratio of height to,diameter.or. Width . which exceeds.2 :1 Submit checklist-: No: M-9 ❑ Antennas /Satellitenishes Submit checklist No M-1: ' • ❑ ,Awnings /Canopies• ",No:signago , t Commercial- Tenant Improvement Permit ❑ BirlklieadWDock•' Subrrtit checklist . "No: -- M -1 tl ho !):612,.- 0 ei/ cornmercinpROroof- v .+i 5 1 f Sub mmit checklist f ;No: M-6 ❑ Demolition : :Submit checklist; No :,,M 3, fM -8a ❑ Fences - Over'6 feet'in'Heighf 'Submit checklist No: M•9 fn Land Altering/Grcding/Preloads Submit checklist. No: M -2 ❑ Loading'Dbcks Commercial Tenant Irnproverrient -: Pern lt, Submit checklist No: 1+17 ❑ Mechanical (RResldential, &.Commercial) Stibmit checklist No; ,M-8e •' 11esidetitial;oni - W6, H -16 . . Miscelianaous Pubtic Worke, Permits • Submit checklist No :1.1-9 ❑ Manufactured-Housing`(RED INSIGNIA :ONLY) Submit Checklist, No: M -5! ❑ Moving Oversized Load/Hauling Submit checklist : :No :. WS ❑ Perklhg,Lote Submit checklist No:.. M -4r r°1 Reeidential'Reroof - ,Exempt with foliowing exception :'11�roof structure ,tabe :re • aired.orfre•Iaced l Residentia Building Permit Submit Checklist :.No:,. M -8 ;.: . ❑ ; Retalfing',Wellr-- Over ;4'feet in height , Submit checklist , No: .: M =1 Terri orer ; Faciiitibs:, Submit checklist No; M•7' ❑ gTeinporary'Pedestrlan' Protection/Erdt'Systems z , Submit checklists No: M-4'" ❑ .Tree.Cuttincr Submit checklist . No: M.2 v f,' ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. if not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Butld1n9=00or/Authorlsed Agent, if the appllcant Is other than the owner! registered aarchlteot/onglneer, or contraofor lloenaad by; the=Stato,ol;WNaatiinptan, • a:notarized letter. from'the property owner authorizing the agent to subrnit,1hls permit app(lcatlon.and j ' obtain :111 . ermlt-w)llte ra • ulred gas alto! this submittal, . _ . : y I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDINGOWN . THORIZEDAGENT:: Signature: epQ Print name: , . 3-- ,e,,,71I.- '. S ho !):612,.- 0 ei/ fig e :444 - S"iG 7 Addr s: 2 City /Stag /i_/_lz'' , g,e0 `) MISCPMT.DOC 7/11/96 9Flr4�t# 4414. *lr,ksi******40,4***** **i +rl441,A.0 : *+A# 1 # 14 A *44 L. T 101 01i / 't itkk. 4.*°' 4tit� *4r**k *4k*�4r*k* ** *lrX,kkfl4 if�t�AALt * * *�dkAA kti **isk*'**A*#; TRANtBMMt'I Nufbcir': .lt1000277 Amount: 1,()5 r0f3 05/0400 its50, f a� to r►t athod, CHECK ttatvt icn: Harlon C'iittf3T Zvi s Nett Persilt i cta `N 2 00 094 Typ,i M1:9cI}C6thf NIIICELLANCOUS PERMIT POrt:a1 ,itor 271000 -002 a t.t:E Addr ees: /2602 c1f4 rc.w)v DR r , fota1 i-c+ttua � y t� 00.90 tt "ymtrnt NOtounh Cudo 00/322.100 )00/046.010 .830: '. .000/306.904 • 1. 41 1,0 w 02 Oa kik h**tt ***o* **** * ** * ** Ooteriotlon BUILDING Y, t E9 PLAN toHECa itES. 31 A1t BUMDLNO BU1tCHAR0 1c.tkl ALL .Pettit L1010.96 ntyCNt •00 ***h** h * ** ****AA *+Ai►** _41 M IF 4i W w Da tt ,r .M ra ax ra !} +a ar 1.. IO aat .a ff 1. aM Ya !M.wa Ia Amoant 1309.21 4.50 fh u1+H.M sto.Y/M,. 1* 11.i 4096 05/08 9717 :: TOTAL . ` J.Q53 02 )9sue #A': *: k# A #4,k4.4 i- ilk!v lt+Ihdl. *9T U_,48011.0,... tkN # kit* Iyef **0.1 044grA4� : A**3*d a# 41st !' ,4, i4 .114 k *alr ( * *** it !f** *A. Af # 4 /Ao * *0.* i r r ') ` rr ° 914i r f't4p03M11:0 ibur . R9BOli26'� ,pmai�nt4 021.- 1.4 ,()4/ 1D.'OO. 13 :2 J huviteti.i PI th ►d CHOCK tlut'.t 1cn, Hurrwil'1 rUtfr►'l1:UC 1riit:. 1LU .. .•.1 .. Y .. iI 11 1a' , r• 11 1.. • . " 1 • . • .1 . I . • • :1 .1 .e .• .. • • 1 • •• •• M .. e• ,i. <. . • . •• W ,• • Y' .1 •.. • • V .. . I . a • • . I Hl 1. . . + - . • .• .• • • 11 r• Ptrl.ss1t;° Nct; M0CGg11'0ft4 tvpi :t MI0CI't:VM MISC!:'LL.IHC.O S PCt4MT1', P46:40 Not 271600-0020 Oit*CidOrOsiOt i2602 UATCNAY DR Total hocks % .1 1,I)6O.'1(3 TFi li 4 ym nt 027.44 Tut'i/ 1 M1.1. Hots: 027.94 I)a1annut 1,t ):91.02 d..00 U C 00 i)ov r i PU inn Amount ., � LQO OUTI'DXNU • REV t fl27.94 I . f . . i y . s 1 1 . V I i 1.1 .11 " : Y 7 • • w • • 1 , • • • • . ^ • • .. • . .. a . • . • 1 • • 0 a t I r ,1 e • s . s : • . ! . s : 1 . 1 1 : ! * r , • . 4 • . . . a w 4 4 . 4 . • 1 • .. *4. 3605 04/1.9 97i1 TOTAL 837.94 mr4219-cesAi INSPECTION BECGit Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WAJ9MB PERMIT NO. —1206)431: 36? Project: Ty. of In , ection: } 9 /J ii A Ale.i / 41 _ Address: ; 'ht E '•d: I Special Instructions: Date wanted' ____, Requester: Phone: Approved per applicable codes. Corrections required prior to approval, COMMENTS: 1 41 ,Ir./ 4 i4:, $47.00 ' EINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reins ection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 ritkr. Type of Inspection: Addre •i!.: ' 1.1.44 / Da 4 so led: Special instructions: bat nted: a,m. Phone: proved per applicable codes. Corrections required prior to approval. $47,00 *(INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Olvd Suite 100. Call to schedule reins ection. Receipt No: Date: CIWASURETY -� Mr 2,00(' f1 CONTRACT STATUS INQUIRY 1 Please complete the information below, sign and return to Surety Company: Surety Company and Address American Casualty Company Two Centerpointe Dr., Ste. 220 Lake Oswego, OR 97035 Contractor's Name and Address Fire Systems West Inc. 600 S.E. Maritime Ave. Suite 300 Vancouver, WA 98661 Description of Contract • Installation of Backflow Prevention Device 1. If contract is completed, please state: Date Mailed: 12/08/2000 Original Contract Price: $40,000.00 Bond Number: 929129942 Effective Date: 12/21/1999 Underwriter: KCC Office: PO Obligee or Contact City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 1' FI A, CS Data of Completion ' Dato a Acceptance Final Contract Price O' • : • " , 2 432 -Q,7' I ate / 6 )4 100 0/ 1 If contract is uncompleted, please state: Anticipated completion date: NIA- Approximate % or dollar amount of contract completed or delivered: 3. Do you know of any unpaid bills for labor or material? ❑ Yes giNo 4. Additional Comments: • Without prejudicing your right or affecting our liability under our bond(s) described above, we would appreciate as much of the above Information as is now available. It is understood that the Information contained herein 1s furnished as a matter of courtesy for the confidential use of the surety and is merely an expression of opinion, It is also agreed that In furnishing this information, no guaranty or warranty of accuracy or correctness is made and no responsibility is assumed as a result of reliance by the surety, whether such information is furnished by the owner or by an architect or engineer as the agent of the owner. `acne 2'YUU11 ,J, 6,# ' ' it e Phone ; ; _._ O' • : • " , 2 432 -Q,7' I ate / 42 0/ i ML 00.089 4 EURETY Jolnte Drive Suite 220 Lake Oswego OR .97033 44'`` I 144 P88735218 2640 $ 00.330 DEC 08 00 3327 LAKE oswt=ao. OR 97 0 3; iX• '381.8A8 -2633 77 11111111111111111111111111111111111111111111111111111111111111 Postage Reagulred , '°t`. Poet office will * * * t deliver . to "l�� out proper 2690.00.330 P8873521P1et•o0. 3142 LAKE orweao, on 97035 CNA SURETY 2 CENTERPOINTE DR STE 220 LAKE OSWEGO OR 87035.8608 1I01 III I IIIuii, iII1,I11111 1I1iII11II1.,I1sIIU,i11,I1IieIilI 1.4 , PROJECT MANUAL Issued for Reroofing Permit MCI WORLDCOM TUIC VVILA SWITCHING FACILITY TUKWILA, WASHINGTON April 14, 2000 • REGISTERED ARCHITECT MITCHEa STATE OF WA1MNINQTIIN Group Mackenzie Project N990346 Prepared by: 0690 SW Sanaa Omit / PO Box 69039 • Portland. OR 97201 TN; 503.224,9550 • Soh lnloegrpmack.com • Fox :03,225,12115 }I ArROIECTS '9903463PECS'REKQO■OVE& G 0F <NItA APR 1 8 2000 PERMIT CIJ,N' tvV2000 o8y I ICI WorldCom TUKWILA II Isrred - R rco Permit 0990346 • 14 2000 1NDZX DIVISION 2 - SITE WORK 02050 Demolition 02030.3 DIVISION 6 - WOOD AND PLASTICS 06110 Wood Fuming 061104 06115 Sbeelbina 06115.3 DIVISION 7 - 'TIIMAL AND MOISTURE PROTLCT1QN 07220 Root I"&V4On 072206 07530 Fully Adhered EPDM Roofing System 07330.14 DIVISION 9 - FINS 09220 P llond Cement Plaster 09220.3 H ;U'ROJECT8199O346 $Pl+CfEROOPODE.X April 13, 2000 MCI WorldCom TUKWILA • Is sued or Remo n : Permit 0990346 , 14 2000 SECTION 02030 DEMOLITION PART 1 GENERAL 1,1 SUMMARY A, Section Includes: 1, Selective demolition of existing building slab, and foundation, 2, Selective demolition of existing interior partitomc. 3, Removal of materials, fixtures, and equipment from the building. 4, Selective demolition of editing site improvements. 5. Removal of materials, fixtures, and equipment from the she. 6. Demolition of existing built-up roof system. B. Related Sections: 1, Section 01010, Summary of Work: Work by Owner's Representative and other contractors, 2. Section 01500, Construction Pacilitia and Temporary Controls: Temporary protection and controls, 3, Section 15050, Basic Mechanical Materials and Methods: Disconnection of plwnbing, HVAC, and Are sprinkler distribution lino. 4, Section 16050, Buie Electrical Materials and Methods: Disconnection of electric and oonununication lines, 1.2 SUBMITTALS A. Demolition Schedule: 1. Submit two copies of proposed schoduk of demolition operations prior to start of denmlttion work, 2. Include In schedule, dates for shut of, capping, and continuation of utility services, 3, Include a detailed sequence for removal and disposal timetable, fixtures, distribution lines, and equipment. 4, Coordinate demolition schedule with construction schedule to ensure unlnternupted construction operations. 1.3 QUALITY ASSURANCE A. Regulatory Requirements: 1. Comply with applicable coda and ordinances concerning demolition operations including removal and disposal of existing materials, fixtures, and equipment. 2. Where materials are suurpoctedorknown to contain hazzardousmaterials including, but not limited to, friable asbestos fibers and polychlorinated biphenyl (PCB), stop work and notify Architect/Engineer. H:v*OIEC'TT940346WF.CI REROOF*2O$O.WPD DEMOLITION 02050 -1 /5 MCI WorldCom TUKWILA • lensed for Reroofing Permit *990346 April 14, 2000 B. Pre - Demolition Meeting: 1. Meet at the site with Owners Representatives, 2. Review location of existing service and utility lines. 3. Review Contractor's responsibility for protection of existing adjacent surfaces and buildings 4. Establish location of interior air barters and vapor retarders. 5, Review building occupant access and egress requirements. 1,4 SITE CONDITIONS A. Tenant Occupancy During Selective Demolition: 1. Parking area, loading dock, and access road will rennin under use by Owner's or Tenants' personnel. 2. Do not close or obstruct required exit passageways without written permission fmm authorities having jurisdiction. 3. Owner's or Tenants' personnel will vacate designated potions othee existing site and building areas scheduled for demolition work. 4. Where possible, conduct demolition work during hours when the building is not occupied by Owner's or Tenant's personnel, clients, customers, and public. 0. Environmental Requirements: 1. Do not perform coring and sawing of concrete and masonry from 5:00 AM to 5:00 PM on weekdays in occupied building without pernilssion from Owner's Representative. 2. Schedule other noisy construction activitks with Owners Representative, 3. Sprinkle exposed soil materials and demolition debris with water to limit dust in the air. 4. Do not cause erosion of existing soil, flooding, contaminated runoff, and icing. C, Existing Conditions: 1, The Owner assumes no responsibility for the condition of structures to be demolished. 2. The Owner will maintain conditions existing at the time of inspection for bidding In so far as practicable. 3. Variations within the structure may occur by Owners removal of building flunishings prior to demolition work. D, Structural Requirements: 1, Obtain approval from Architect's Representative prior to drilling, cutting, or notching columns, being, baring walls, and joists, 2, Do not use explosives for demolition work. E. Traffic Requirements: 1. Do not close or obstruct public streets, access roads, parking areas, pedestrian walks, and required fire lanes without written permission from Owner's representative and authorities having jurisdiction. 2. Provide altercate routes around closed and obstructed auras when required by Owners representative and authorities having jurisdiction. DEMOLITION 02050 - 2/3 H:\ PROJEC IV99034668PECSNREROOF'O2030. WPD ig- MCI WorldCom TUIC_WILA ■ Issued for Reroofing Permit 990546 A 1 . 2000 F, Utility Requirements: Provide emergency temporary utility service lines and equipment, and keep building in operation during =ideate! service line interruptions to existing site utilities and equipment, u acceptable to the Owner's and Tenants' representatives and governing authorities. PART 2 PRODUCTS 2,1 DEMOLITION EQUIPMENT A. Drilling and Sawing Equipment: 1. Sawing Equipment: Diamond edged saw blades *Urn required for depth dart, 2, Drilling Equipment: Non-impact notary tool with diamond core drill bits, PART 3 EXECUTION 3.1 PREPARATION A. Verification of Conditions: 1. Examine existing building and conditions under which building demolition work will be 2. Examine existing site and conditions under which site demolition work will be performed. 3. Report items detrimental to sash and timely completion of work to the Architect/Engineer. B. Nodfiaation of Owner: 1. Notify the Owner at least 10 days in advance of demolition operations in each area. 2. Indicate to the Owner, limits of areas required for vacation by Owner's personnel during each phase of demolition work. C. Protection During Selective Demolition: 1. Protect adjacent materials, fixtures, distribution lines, and equipment to remain, from damage during selective demolition work. 2. Provide slurry control to protect existing facilities from water damage during concrete and masonry sawing and drilling, 3. Install bracing and shoring prior to sawing structural components. 4. Catania temporary barriers to protect building seem flying aggregate during concrete sawing. S. Protect existing streets, walks, curbs, paving, utilities, and landscaping. 6. Protect persons pawing through awl around demolition arms. 7. Protect existing fire and smoke detectors and enunciators, D. Utility Line Disconnection: 1, Shut off utilities serving the demolition Ara oiler areas are vacated by the Owner. 2, Disconnect and seal open ends of existing pipe and conduit lines to be abandoned, moved, and maintained. H: UROJEC' ['8\9903461SPF.CasREROOP030$0. WPD DEMOLITION 02050 - 3/5 MCI WorldCosa TUKWILA ■ Issued for Reroofing Permit #990346 April 14. 2000 E. Preparation: 1. Install temporary perimeter fence and gate prior to starting demolition work. 2. Secure mammy and concrete wall sections prior to cutting live and removing sections from the existing building. 3. Locate existing utility lines below existing slab with chalk or painted lines on floor prior to sewcutting concrete floor slabs. 3.2 SELECTIVE DEMOLITION A. Coring and Sawing: 1. Saw concrete and masonry surfaces as indicated and required to receive new work, 2. Cut reinforcing ban hi existing concrete during sawing operation until flush and without damage to the bond between concrete and reinforcing bars. 3. Cut reinforcing ban in existing masonry during sawing operation until flush and without damage to the bond between masonry grout and reinforcing ban. 4, Core drill concrete and masonry at corners of new openings. 5. Drill for pipe and conduit openings with radius 1/2 to 1 inch grater than penetrating pipe and conduit. 6. Cut Work by methods least likely to damage existing exposed surfaces scheduled to remain. B. Selective Demolition of Existing Building: 1, Remove existing walls, ceilings, doors, door frames, cabinets, windows, tellies, HVAC systems, plumbing systems, telephone systems, communication munication systems, and electrical systems u indicated on Dmwinp and as required to receive new work. 2. Remove abandoned plumbing and electrical lines to concealed spaces and cap. 3. Remove abandoned HVAC units, heating lines, terminal units, heating controls, and rotated heating equipment. 4. Remove abandoned plumbing and light fixtures and related equipment. C, Selective Demolition of Existing Site: 1. Remove existing retaining wall curbs, watts, and paving as indicated on Drawings. 2. Remove abandoned storm and sanitary sewer, water, natural gas, steam, and power lines u indicated on Drawings. 3. Remove underground tanks, utility meter*, hose bibs, Are hydrants, treble signs, underground vaults, manholes, drainage trenches, and drain lines as indicated on Drawings. 3,3 SALVAGE AND DISPOSAL A. Disposal of Demolished Materials and Equipment: 1. Do not store, sell, or burn demolished or salvaged materials on site. 2. Remove cores, broken concrete, masonry, building materials, fxturcs, and equipment from the ate. 3, Remove concrete slabs on grade. 4. Transport debris to an approved and licensed land fill area. H:IPROJEC TS1990346ESPECS\REROOF02050, W PD DEMOLITION 02050.4/5 1 1 t 41ep MCI WeeldCear TUKWILA • Iced or Reroo n _ permit 0990346 A. 14 2000 B. Salvage for Installation by Contractor on this Project: Salvage existing material and equipment as indicated on Drawings. 3.4 COMPLETION A. Repair of Damaged Site Improvements: 1. Repair damage to existing surfaces, materials, equipment, site improvements, utility lines, and adjacent property to meet conditions existing prior to demolition operations, 2. Employ *killed persomael and subcontractors selected for new work to repair damaged surfaces, nmaierials, and equipment. 8. Daily Cleaning of Selective Demolition Areas: 1. Remove concrete cones, broken concrete, and masonry from the building daily during partial demolition work. 2. Remove fixtures and equipment from the building daily during partial demolition work. 3. Broom clean interior surfaces, exit passageways, exterior slabs, and wing fly during prude! demolition work. C. Final Cleaning of Selective Demolition Areas: 1. Vacuum ducts and replace di posable air inters at the end of demolition Work. 2. Clean a gacent structures and site improvements to remove dust, dirt, and debris caused by demolition operations. "END OF SECTION" DEMOLITION 02030.5/5 H: 1PROJEC IV99034IMPECIAREROOFO2030.WPD MCI WorldCos TUKWILA • Issued for Reroofing Permit PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 0990346 April 14, 2000 SECTION 06110 WOOD FRAMING 1. Conoaled lumber fbr Ranting, !luring, bloddng, and bridging. 2. Sieel framing connectors and firateners. 3. Pressure hutment of lumber with preservative chemicals. 4. Framing at roof crickets as indicated S. Framing at parapet as shown on drawings. 1.2 SYSTEM DESCRIPTION A. Structural Requirements: Structural lumber and fasteninp shall conform to National Design Specifications, 1997 Edition. 1.3 QUALITY ASSURANCE A. Regulatory Agency Requirements: Comply with UDC, Chapter 23 erns UDC Srswirrfr NO. 23.1 throeiw 234 1.4 DELIVERY, STORAGE, AND HANDLING A. Packing and Shipping: 1. Stamp each lumber piece with association grade stamp or furidsh certificate of inspection wills each shipment. 2. Stamp each preservative treated lumber piece with Quality Grademark indicating identification of Independent Testing Laboratory accredited by ALSC; Exposure condition; Retention level specified in AWPA Standard; Preservative used; and Treating Company. 3. Cover wood and protect from weather expomsm during transit. 4. Do not deliver framing materials to the site more than 30 days prior to installing unless interior storage space is available, D. Storage and Protection: Store framing lumber above grade, cover with vapor retarding sheet, and space bundles to allow for air circulation to prevent moisture damage to framing lumber. H: PRO] P.0 IS990346\SPECSIREROOP06110.WPD WOOD FRAMING 06110.1/6 4 MCI WorldCota TUKWILA ■ issued or Remo Permit 0990346 A 14 2000 PART 2 PRODUCTS 2.1 CONCEALED FRAMING LUMBER A. Specie, Dressing, and Moisture Content: 1. Industry Standard: American Softwood Lumber Standard, PS 20 -70. 2, Specie: Douglas Fir - Larch. 3, Dressing: Smooth four sides, S4S. 4. Maximum Moisture Content, 4 inches and Leas in Thickness: 15 percent at time of dressing. 5. Maximum Moisture Content, More Than 4 Inches in Thickness: 19 percent at time of dressing, B. Minimum Lumber Grades: 1. Beams and Stringers: 5 by 9 inches and larger, No. 1 Grade, Fir 1,300. 2. Posts and Timbers: 5 by 5 inches and larger, No. 1 Grade, Fb"1,200, 3, Structural Joists and Planks: 2 by 6 to 4 by 14 inches, No. 2 tirade. 4. Wall Studs, Joists, Planks, Blocks, and Plates: 2 to 4 inches thick, 5 inches and wider, No. 2 Grade, Fbb 1,250, 5, Wall Studs, Blocks, Plates, and Naikrs: 2 to 4 inches thick, 4 inches wide, Stud Grade, 6, Blocking, Bridging, and Plates: 2 by 2 Inches to 4 by 6 inches, Standard it Better, Stud Grade, or No. 2. 7, Boards for Furring: 1 by 2 inches to 1 by 6 inches, WCLIB Standard boards or WWPA 3 Common. 2,2 ACCESSORY MATERIALS A. Steel Framing Connectors: 1. Indicated Manufacturer: Numbers indicated on Drawings are from Simpson Strong -Tie Company, Inc. 2. Other Manufacturers: P,H. Bowman, Cleveland Stool Specially, Harken Metal Products KC Metal Products, Silver Metal Products, and Two connecton of same strength are acceptable. 3, Finish for Connectors to be Installed in Exterior and Wet Interior Locations: Hot -Dip galvanized to comply with ASTM A 153. 4. Finish for Connectors to be Installed in Dry Interior Locations: Manufacturer's standard nut inhibitive prime coating or zinc coating. B. Bolls, Nuts, Washers, and Screws: 1. Lag Screws and Lag Bolts: FS FF -B -561, square or hex head. 2. Wood Screws: FF- S -11D, flat head carbon steel. 3, Bolts: FS FF- D-575. 4. Nuts: FS FF- N-836, 5, Machine Screws: FS FF -S -92, cadmium plated steel, 6. Plain Washers: FS FF -W -92, round carbon geel. 7, Lock Washers: FS FF -W414, helical spring carbon steel. 8. Expansion Shklds: FS FF -S -325. 9. Toggle Bolts: FS FF -8 -588, tumble wing type, HAPROJECM990346NSPECIAREROOPO6110.WPD WOOD FRAMING 06110 -2/6 • MCI WorldCes TUKWILA • lamed or Remo n : Permit 0990346 A . 14 2000 C. Nails and Staples: 1, Industry Standard: FS FF -N -105. 2. Nails: Common; submit alternate nail types to A/E for review of type and spacing. 3. Exterior, Wet Area and Preservative Treated Wood: Hot Dip Galvanized Common wire nails, except as indicated otherwise. 4. Interior Dry Area Wood: Cadmium plated Common wire nails, except as indicated otherwise. S. Fastener Lengths: As specified in Trills UBC 23 442 UNO and of size which will not penetrate framing members which will be exposed or will receive finish materials. D. Powder Driven Fastener and Anchors: 1. Acceptable Fasteners: Powder Driven Fasteners by Hilti or Ramjet. 2. Concrete Anchors: Kwik -Bolt or Sleeve Anchor by 1111ti, Red Had Wedge Anchors by Philips, Tnubolt or Dynabott by Ramat, Rawl -Bolt or Rawl -Stud by Rawlplug, Parabolt by U.S.M. E. Foundation Anchor Bolts: 1, Type: ASTM A 307, Grade A, hexagon head. 2. Size: As indicate! on Drawings. F. Preservative Treatment Chemicals: 1. Waterborne Oxides for Hem-Fir: CCA, Chromated Copper Arsenate, ASTM D 1625, Type C, Wolmanizod by Koppers. 2, Waterborne Salts fbr Douglu Fir-Larch: ACZA, AmmonUwal Copper Zino Arsenate, ASTM D 1623, Wolmanlzed by Kopper. 3. Creosote: Creosote and Creosote/Coah•tu Solutions. G. Fire Retardant Treatment Chemicals: 1. Fire Rating: ASTM E 84, Class I, Flame Spread 25 fire performance rating, Class I7, Flame Spread 75 Ike performance rating, or U.L. FR -S rating, 2. Acceptable Interior Treatments: DrieonFRT by Koppers, Fyr -Gard by Niodernwyer, Flame Proof LHC by Osman, 3, Acceptable Exterior Treatments: NCX by Kopper: or J.H. Baxter, 4, Weathering Tat for Exterior Treatments: Complying with ASTM D 2898, 3. Equilibrium Moisture Content Tat for Exterior Treatments: Not more than 25 percent when tasted in accordance with ASTM D 3201 procedures at 92 percent relative humidity and 80 derma F. 2,3 PRESSURE TREATMENT A. Preservative Treatment: 1, Whore possible, precut material before treatment. 2. Treat lumber in accordance with AWPA C2, above - ground um. 3. Treat poles in accordance with AWPA C23. 4. Treat cants, nailer, blocking, stripping and similar items adjacent to roofing and flashing in accordance with AWPA C -2, above -ground use. H :\PROJEC'I'819903466sPEC AREROOF06110.WPD WOOD FRAMING 06110 -3/6 MCI WorldCor TUKWILA ■ Issued or Remo n Permit #990346 14 2000 5. Treat sills, sleepers, blocking, Raring, stripping and similar items in direct contact with concrete or masonry AWPA C -2, ground conduct. 6. Treat exposed decking lumber in accordance with AWPA C -2, above -ground use. 7. Treat poles, posts and stakes in direct contact with soils or water in accordance with AWPA CS or C15 with minimum 40 Ibs per cubic foot chemical retention by Assay Procedure. It Treat foundation lumber in structural wood foundations in accordance with AWPA C -22, Minimum 60 ibs, per cubic foot chemical retention by Assay Procedure. 9. Dry preservative treated lumber to maximum 19 percent moisture content after treatment. 10. Provide not lees than 0,25 pounds per cubic foot chemical retention by Assay Procedure for lumber designated for "above -ground use." 11. Provide not lees than 0.40 pounds per cubic foot chemical retention by Assay Procedure for lumber designated fbr "ground contact." H, Interior Grade Fire- Retardant Treatment: 1. Treat lumber in accordance with AWPA C20. 2. Marls treated lumber with Class!, 25 or lees for flame spread, 50 for fuel contributed, and 50 for smoke developed, when tested In accordance with ASTM E 84, 3. The U.L. designation FR -S is acceptable in lieu of numerical ratings. 4, Dry fire treated lumber to maximum 19 percent moisture content after treatment. C. Exterior Grade Fire- Retardant Treatment: 1. Treat lumber in accordance with AWPA C20. 2. Mark treated lumbar with Class!, 25 or less for flame spread, 50 for Awl contributed, and 50 for smoke developed, when tested In accordance with ASTM E 84. 3. Treatment proms shall nuintaln fire hazard classification following exposure to the standard weathering test, ASTM D 2898, 4. Dry fire traded lwnber to comply with chemical manufacturer's instructions. FART 3 EXECUTION 3,1 PERFORMANCE A. Preparation: Treat field cut and shop cut surfaces• of preservative pressure treated wood with brush appllcalion of waterborne salts in quantity required to comply with retention for original gradomarfc, B. Installation of Wood Framing: 1. Install joists and ratters at not more than 24 inches on center and at spacing indicated on Drawings. 2. Install studs at not more than 16 inches on center and at spacing indicated on Drawings, 3. Install single bottom plates and double top plate , except where indicated otherwise, 4. Single top platen may be installed at Interior nonfood baring walls, 5, Install double floor jois$s under parallel partitions. 6. Overlap top plates at corners, intersections, and ends. 7, Triple studs at corners and wall intersections. 8. Install framing with 1/4 inch maximum deviation from indicated alignment. HA PROJECTS199034618PECNIEROOFV6110 .WPD WOOD LAMING 06110 - 4/6 • • MCI WoridCos TUICWILA ■ Issued or Reroo n Permit #990346 • ril 14 2000 9. Install preservative treated framing at locations indicated on Drawings, 10. Install fire retardant treated framing at locations indicated on Drawings. 11. At wood framed structures, comply with recommendations in "Manual of Have Framing" published by National Forest Products Association. 12. Do not splice structural framing members between supports. C. Installation of Headers over Wall Openings: 1. Set headers on edge and support ends on jamb studs, 2, At non - bearing walls, install double-jamb studs and headers not less than 4 inches deep for openings 3 feet and less in width, and not leas than 6 inches deep for wider openings, 3. At load- baring walls, install double jamb studs for openings 6 feet and less in width, and triple - jamb studs for wider openings. 4. Install headers of depth shown, or if not shown, as recommended by N,F.P.A. "Manual for House Framing ". D. Installation of Blocking: 1. Install 2 inch nominal thick blocking as indicated and as required to support toilet accessories, cabinets, toilet compartments, plumbing, fire protection, mechanical, and electrical equipment 2. Install blocking for wall mounted door stops in wood framed walls. 3, Install wood cant strips at edges and penetrations of built -up roof docks prior to installation of roofing and flashing systems. 4, Install tapered blocking below plywood crickets on top of roof docks, 3. Install solid blocking between joists and ratters at bearing walls and beams. 6. Install blocking between studs at wood-framed walls and partitions at floor and ceiling lines. 7. Install smoke stop blocking at double stud wood-firmed walls and partitions at maximum horizontal intervals of 10 feet, 8, Instal srnoke stop blocking along and in lino with the run of each stairway in adjacent wood stud walls and partitions. 9. Install smoke slop blocking at all similar combustible blind spaces exceeding 10 feet in any dimension to the affect that a barrier to the passage aflame is provided at maximum intervals, both vertical and horizontal, of 10 feet. 10. Anchor wood blocking and bridging 10 substrates to support applied loads. 11. Install 2 inch nominal thick by width of stud blocking at mid- height of single story walls over 8 feet high and at mid-height of multistory walls. B. Installation of Bridging: Install code - required bridging between structural joists, rafters and trusses. F. Installation of Steel Connectors for Wood Framing: 1. Instal connectors indicated with nails or bolls of sizes and types specified by manufacturer of 001111 10001% 2, Provide "U" type hangers where joists and brans frame into side of beams or headers. 3, Where numbers are not indicated, provide connectors which are designed to decry dead loads plus snow and live loads indicated. 4. Provide PC past caps at post to beam connection and pb or epb post bases at post 10 footing connections. HAPROJEc 990340SPECS\REROOF\0611O.WPD WOOD FRAMING 06110.5/6 Op • MCI Wor IdCom TUKWILA • hawed for Remo film Permit 0990346 Awn 14, 2000 G. Nailing and Bolting: 1. Minimum nailing in accordance with UDC Tthk No. 23441, and as indicated in minimum nailing schedule and on Orawinp. 2. Install "makers under nuts and under bolt heads bearing on wood. 3. Soap threads of lag bolts prior to installing. 4. hall batmen; for plates to foundation using anchor bolts at not more than 46 inches on center or powder driven &stenos at not more than 32 inches on center. S. Drill Lag Bolt Holes 9/16 inch diameter for 3/4 inch bolts and 1/2 inch diameter for Sill Each bolts. S. Drill Machine Bolt Holes 1/16 inch larger than bolt diameter. 6. Furnish bolts with threads for nuts not bearing on tvood. 7. Enlarge lag bolt holes to shank diameter for length of unthmaded shank. S. Do not drive lag screws, wood screws, and lag bolts. 9. Predrill nail hake and screw holes when required to prevent wood splitting. IL Installation ofTemporary Support: Adequately brace structure for wind and earthquake trees until roof and wall ponds have been secured. 3.2 COMPLETION A. A4juding Defective Work: I. Remove split and warped framing prior to installation of sheathing and gypsum will panels, 2. Aribun framing to comply with location and deflection requirements of National Design Specificadotu, B. Daily Cleaning: Remove mess wood, sawdust, and loose hempen from the site, WIRIOPAPTIMOMMInomm, "END OF SECTION* HAPROJEC1151990346SPECEAREROOPO6110.WPD WOOD FRAMING 06110 - 6/6 1 MCI WorldCe. TUKWILA ■ bred or Remo n Permit SECTION 06110 WOOD FRAMING PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 4990346 14 2000 1. Concealed lumber for framing, wring, blocking, and bridging, 2, Steel Awning connectors and &stenen, 3, Proem treatment of lumber with preservative chemicals. 4, Framing at roof crickets as indicated. S. Framing at penpet as shown on drawings. 1.2 SYSTEM DESCRIPTION A. Structural Requirements: Structural lumber and fastenings shall conform to National Design Specifications, 1997 Edition. 1.3 QUALITY ASSURANCE A. Regulatory Agency Requirements: Comply with UDC, Chaps,. 29 trod UDC &mars Na 23.1 Omagh 29.6, 1.4 DELIVERY, STORAGE, AND HANDLING A. Picking and Shipping: 1, Stamp each lumber piece with association grade stamp or Width certificate of inspection with each shipment, 2. Stamp each preservative treated lumber piece with Quality Grademarik indicating identification of Independent Testing Laboratory accredited by ALSC; Exposure condition; Retention level specified in AWPA Standard; Preaervatve used; and Treating Company. 3, Cower wood and protect from weather' exposure during transit. 4, Do not deliver framing materials to the site more than 30 days prior to installing unless interior storage space is available. B. Stomp and Protection: Store framing lumber above grade, cover with vapor retarding sheet, and space bundles to allow for air circulation to prevent moisture damage to framing lumber. H APROJEc' '8199O346SPECS\REROOF06110,WPD WOOD FRAMING 06110.1/6 MCI WorldCom TUKWILA • issued for Reroofing Permit #990346 AOri114, 2000 PART 2 PRODUCTS 2,1 CONCEALED FRAMING LUMBER A. Specie, Dressing, and Moisture Content: 1. Industry Standard: American Softwood Lumber Standard, PS 2040. 2. Specie: Douglas Fir - Larch. 3. Dressing: Smooth four sides, S4S. 4. Maximum Moisture Content, 4 inches and Lacs in Thickmess: 15 percent at time of dressing. 5. Maximum Moisture Content, More Than 4 Inches in Thickness: 19 percent at time of dressing. B. Minimum Lumber Grades: 1. Beams and Stringer: 5 by 9 inches and larger, No. 1 Grade, Fb■1,300. 2. Posts and Timbers: 5 by 5 inches and larger, No. 1 Grade, Fbr1,200. 3. Structural foists and Planks: 2 by 6 to 4 by 14 inches, No. 2 Grade. 4. Wail Studs, Joists, Planks, Blocks, and Plata: 2 to 4 inches thick, 3 inches and wider, No. 2 Grade, Fbr 1,250. 5, Wall Studs, Blocks, Plates, and Nailer: 2 to 4 inches thick, 4 inches wide, Stud Grade. 6. Blocking, Bridging, and Plata: 2 by 2 inches to 4 by 6 inches, Standard R Better, Stud Grade, or No. 2. 7, Boards for Furring: I by 2 inches to 1 by 6 inches, WCLIB Standard boards or WWPA 3 Common. 2.2 ACCESSORY MATERIALS A. Steel Framing Connectors: 1. Indicated Manutlscturer Numbers indicated on Drawings are hum Simpson Strong -Tie Company, Inc. 2. Other Manufacturers: P,H, Bowman, Cleveland Steel Specialty, Harlon Metal Products KC Metal Products, Silver Metal Products, and Taco connector of same strength are acceptable. 3. Finish for Connector to be Installed in Exterior and Wet Interior Locations: Hot -Dip galvanized to comply with ASTM A 153. 4. Finish for Connectors to be Installed in Dry Interior Locations: Manufacturor"s standard rust inhibitive prime coating or zinc coating. 8. Dolts, Nuts, Washers, and Screws: 1. Lag Screws and Lag Bolts: FS FF -B -361, puare or hex had, 2. Wood Screws: FF- S -11D, flat head carbon stool, 3, Bolls: FS FF -B -373, 4, Nuts: FS FF -N436, 5. Machine Screws: FS FF -S-92, cadmium plated stool. 6. Plain Washers: FS FF -W -92, round carbon Owl. 7. Lock Washers: FS FF -W-$4, helical spring cariwa steel. ti, Expansion Shields: FS FF -S -325. 9. Toggle Bolts: FS FF ►13-5188, tumble wing type. H :IPROJEC 199034.SPECn1REROON6110.WPD WOOD FRAMING 06110 -2/6 ig MCI WorldCow TUKWILA • issued for Reroofing Permit 0990346 April 14, 2000 C. Nails and Staples: 1. industry Standard: FS FF -N -105. 2. Nails: Common; submit aitenrate nail types to A/E for review of type and spacing. 3. Exterior, Wet Area and Preservative Treated Wood: Hot Dip Galvanized Common wire nails, except as indicated otherwise. 4. Interior Dry Area Wood: Cadmium plated Common wire nails, except as indicated otherwise. 5. Fastener Lengths: As specified in Taste UBC 234.2 2 UNO and of size which will not penetrate framing members which will be exposed or will receive finish materials. D. Powder Driven Postmen and Anchon: 1. Acceptable Fastener: Powder Driven Fastener by Haiti or Ramat. 2. Concrete Anchors: Kwik -Solt or Sleeve Anchor by Hilti, Red Head Wedge Anchors by Philips, Tnabolt or Dynabolt by Raman, Rawl -Bolt or Rawl -Stud by Rawlplug, Parabolt by U.S.M. E. Foundation Anchor Bolts: 1. Type: ASTM A 307, Grade A, hexagon head. 2. Size: As indicated on Drawings. F. Preservative Treatment Chemicals: 1. Waterborne Oxides for Hem -Fir: CCA, Chromated Copper Arsenate, ASTM D 1625, Type C, WolmarIZed by Kopper. 2. Waterborne Salts for Douglas Fir - Larch: ACZA, Ammoniacal Copper Zinc Arsenate, ASTM D 1625, Wolmanized by Koppers. 3. Creosote: Creosote and Creosote/Cal -tar Solutions. 0. Fire Retardant Treatment Chemicals: 1. Fire Rating: ASTM E 84, Class 1, Flame Spread 25 fire performance rating, Clew 11, Flame Spread 75 Are performance rating, or U.L. FR -S rating. 2. Acceptable Interior Treatments: Drioon FRT by Koppers, Fyr -Gard by Niedermeyer, Flame Proof LHC by Osmoso. 3. Acceptable Exteror Treatments: NCX by Koppers or 7.H. Baxter. 4. Weathering Test for Exterior Treatments: Complying with ASTM D 2898. 5. Equilibrium Moisture Content Tat for Exterior Treatments: Not more than 25 percent when taped in accordance with ASTM D 3201 procedures at 92 percent relative humidity and 80 degrees F. 2.3 PRESSURE TREATMENT A. Preservative Treatment: 1. When, possible, precut material before treatment. 2. Treat lumbar in accordance with AWPA C2, above- ground use. 3. Treat poles in accordance with AWPA C23. 4. Treat cants, mien, blocking stripping and similar items adjacent to roofing and flashing in accordance with AWPA C -2, above- ground use. WOOD FRAMING 06110 - 3/6 HAPROJECTb19903461SPECBIREROOP06110. WPD MCI WorldCos TUKWILA • issued or Rerrvo n Permit 0990346 • 14 2000 S. Treat sills, sleepers, blocking, furring, stripping and similar items in direct contact with concrete or masonry AWPA C -2, ground conduct. 6. Treat exposed decking lumber in accordance with AWPA C -2, above -ground use. 7. Treat poles, posts and stakes in direct contact with soils or water in accordance with AWPA CS or C15 with minimum 40 Ibs per cubic foot chemical retention by Assay Procedure. 8. Treat foundation lumber in structural wood foundations in accordance with AWPA C -22, Minimum 60 lbs. per cubic foot chemical retention by Assay Procedure. 9. Dry preservative treated lumber to maximum 19 percent moisture content after treatment. 10. Provide not lees than 0.25 pounds per cubic foot chemical retention by Assay Procedure for lumber designated for "above -ground use." 11. Provide not less than 0.40 pounds per cubic foot chemical retention by Away Procedure for lumber designated for "ground contact." B, Interior Grade Fire- Retardant Treatment: 1. Treat lumber in accordance with AWPA C20. 2. Mak treated lumber with Clam!, 23 or less for flame spread, 50 for Mel contributed, and 50 for smoke developed, when tested in accordance with ASTM E 84. 3. The U.L. designation FR -S is acceptable In lieu of numerics! ratings. 4, Dry fire treated lumber to maximum 19 percent moisture content after treatment. C. Exterior Grade Fire- Retardant Treatment: 1. Treat lumber In accordance with AWPA C20. 2. Mark treated lumber with Clam I, 25 or less for flame spread, 50 for Abel contributed, and 30 for smoke developed, when tested in accordance with ASTM E 84. 3. Treatment process shall maintain fire hazard classification following exposure to the standard weathering test, ASTM D 2898, 4, Dry fire treated lumber to comply with chemical manufacturer's instructions, PART 3 RXRCUTION 3.1 PERFORMANCE A. Preparation: Treat Hold cut and shop cut surfaces of preservative pram treated wood with bnsb application of waterborne salts in quantity required to comply with retention for original gradcmark. 8. Installation of Wood Framing: 1. Install joists and ratters at not more than 24 inches on center and at spacing indicated oa Drawings, 2. Install studs at not more than 16 inches on center and at spacing indicated on Drawings. 3, Install single bottom plates and double top plates, except where indicated otherwise. 4. Single top plates may be inetallad at interior nonlaad bearing walls. 5, Install double floor joists under parallel partitions. 6, Overlap top plates at corners, intersections, and ends. 7. Triple studs at corners and wall intersections. 8. Install framing with 1/4 inch maximum deviation from indicated alignment. H; PROJECTS\990346 sPECuEROOK16110.WPD WOOD FRAMING 06110 - 4/6 MCI WorldCam TUKWILA • loved for Reroofing Permit 0990346 April 14, 2000 9. Install preservative treated framing at locations indicated on Drawings. 10. Install fire retardant treated framing at locations indicated on Drawings. 11. At wood framed structures, comply with recommendations in "Manual of House Framing" published by National Forest Products Association. 12. Do not splice structural framing members between supports. C. Installation of Headers over Wall Openings: 1. Set headers on edge and support ends on jamb studs. 2. At non •bearing walls, install double -jamb studs and headers not less than 4 inches deep for openings 3 feet and less in width, and not less than 6 inches deep for wider openings. 3. At lad - baring walls, install double -jamb studs for openings 6 feet and less in width, and triple - jamb studs fbr wider opening. 4. Install headers ofdepth shown, or if not shown, as recommended by N.P.P,A. "Manual for House Framing ". D. Installation of Blocking: 1. Install 2 inch nominal thick blocking as indicated and as required to support toilet accessories, cabinets, toilet compartments, plamabing, fire protection, mechanical, and electrical equipment. 2. Install blocking for wall mounted door stops in wood framed walls. 3. Install wood ant strips at edges and penetrations of built -up roof decks prior to installation of roofing and flashing systems. 4, Install tapered blocking below plywood crickets on top of roof docks. 3. Install solid blocking between joists and ralen at baring walls and beams. 6. Install blocking between studs at wood- llramod walls and partitions at floor and ceiling lines, 7. Install smoke stop blocking at double stud wood - framed walls and partitions at maximum horizontal intervals of 10 feet. S. Install smoke Mop blocking along and In line with the run of each stairway in adjacent wood Mud walls and partitions, 9. Install smoke stop blocking at all similar combustible blind spaces exceeding 10 feet in any dimension to the effect that a barrier to the passage of flame is provided at maximum Intervals, both vertical and horizontal, of 10 feet, 10. Anchor wood blocking and bridging to substrates to support applied loads. 11. Install 2 inch nominal thkk by width of stud blocking at mid- height of single story walls over S foot high and at mid- height of multistory walls. B. Installation of Bridging: Install code - required bridging between structural joists, rafters and trusses. F. Installadon of Steel Connectors for Wood Framing: 1. Install connectors indicated with nails or bolts of sizes and typos specified by manufacturer of connector, 2. Provide "U" typo hangers where joists and beans frame into side of beam or !waders. 3, Where numbers are not indicated, provide connectors which are designed to carry dead loads plus snow and live loads indicated. 4. Provide PC post caps at post to bean connections and pb or epb post bases at post to footing connections. H: IPROJ ECTS1990348PECS IREROON6110,WPD WOOD FRAMING 06110 - 3/6 !:2 MCI World Com TVKWIW ■ Issued for Rernoflns Permit 0990346 z April 14. 2000 O. Nailing and Bolting: 1. Minimum nailing in accordance with UBC Table Na 234.Q, and as indicated in minimum nailing schedule and on Drawings. 2. Install washers under nuts and under bolt heads bearing on wood. 3. Soap threads of lag bolts prior to installing. 4. Install fasteners for plates to foundation using anchor bolts at not more than 48 inches on center or powder driven fasteners at not more than 32 inches on center. 5, Drill Lag Bolt Holes 9/16 inch diameter for 3/4 inch bolts and 1/2 inch diameter for 3/8 inch bolts. 5, Drill Machine Bolt Holes 1/16 inch larger than bolt diameter. 6, Furnish bolts with threads for nuts not baring on wood. 7. Eniarge lag bolt holes to shank diameter for length of unibreeded stank. S. Do not drive lag screws, wood screws, and lag bolts. 9. Predrill nail holes and screw hales when required to prevent wood splitting. H. Installation orTemporay Support: Adequately brace stricture fbr wind and earthquake forces until roof and wail panels have been warred. 3,2 COMPLETION A. Molting Defective Work: 1. Remove split and warped flaming prior to installation of sheathing and gypsum wall panels, 2, Adjust framing to comply with location and deflection requirements of National Design Specifcations. B. Daily Cleaning: Remove exam wood, sawdust, and loose fasteners from the alte, "END OF SECTION" WOOD FRAMING 06110 - 6/6 H; PROJEcTM9903461.PECsREROOF 6110.WPD M MCI WorldCom TUKWILA • issued for Reroofnz Permit 0990346 April 14, 2000 SECTION 06113 SHEATHING PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Wood panel parapet wall sheathing. 2. Wood panel roof sheathing in areas indicated on drawings, B. Related Sections: 1. Section 06110, Wood Framing: Framing lumber and memories. 2. Section 09220, Portland Cement Plaster: Finish at exterior or parapet. 1.2 QUALITY ASSURANCE A. Regulatory Requirements: 1. Comply with applicable recommendations in APA E 30, Design/Construction Guide- Residential and Commercial. 2. Comply with PS 1 (ANSI A 199.1) or, for products not manufactured wider PS 1 provisions, with applicable APA Performance Standard Ibr type of panel indicated. 3. Furnish laminated wood panels graded by American Plywood Association. 1.3 DELIVERY, STORAGE, AND HANDLING A. Acceptance at Site: Examine panels upon delivery and reject panels which are delivered with broken corners or edges crushed by bundling straps, H. Storage and Protection: Store panels above grade, cover with vapor muting shoot, and space panels to allow for air circulation to prevent condensation damage to panels, PART 2 PRODUCTS 2.1 MATERIALS A. Wood Sheathing: 1. Industry Standard: APA, Construction and Industrial Softwood Plywood, PS 1, 2. Plywood Roof Sheathing: 5/8 -inch thick, C -D Interior with exterior glue, square edges, Index 32/16, APA Rated, Expawre 1. 3. Plywood Wall Sheathing: 3/8 -inch thick, C -D Interior with exterior glue, Index 32/16, quaro edges, APA Rated, Exposure 1. SHEATHING 06113 -1/3 HA PRAIF .C11A9903418PECSSREROOP06115, W PD MCI WorfdCons TUKWILA ■ Issued or Remo it Permit 0990346 A . ril 14 2000 B. Fasteners: 1. Industry Standard for Nails: F5 FF -N -105. Provide hot -dip galvanized or stainless steel fasteners for pressure-treated material. 2. Screws: Bugle head screws, Type W, in size recommended by sheathing manufacturer for thickness of sheathing and type of framing. C. Construction Adhesive: 1, Industry Standard: ASTM D 3496. D. Preservative Treatment Chemicals: 1. Waterborne Oxides for Hem -Fir: CCA, Chromated Copper Arsenate, ASTM D 1625, Type C. 2. Waterborne Salts for Douglas Fir - Larch: ACZA, Ammoniacal Copper Zinc Arsenate, ASTM D 1625. 2.2 PRESSURE TREATMENT A, Preservative Treatment: 1. Precut wood panels prior to treatment, where possible, 2. Treat wood panels in accordance with AWPA C9, 3. Treat wood panels adjacent to roofing and flashing with minimum .25 pounds per cubic foot chemical retention by Assay Procedure. 4. Treat wood panels adjacent to concrete or masonry with minimum .25 pounds per cubic foot chemical retention by Assay Procedure, 3. Treat wood panels exposed to rain and water with minimum .40 pounds per cubic foot chemical retention by Assay Procedure. 6. Dry preservative tressed wood panels to 19 percent moisture content after treatment, H. Fire-Retardant Treatment: 1. Fire treat in wood panels accordance with AWPA C27. 2. Fire treat wood panels to comply with ASTM E 114, Clam I, flame spread 25 or lea, Nei contributed 50 or lea, smoke developed 50 or Iess. 3, U.L. designation FR -S is acceptable in lieu of numerical ratings. 4. Apply Exterior Grade Fire•Retardant Treatment to exterior wood panels with NCX by Koppers. 5, Dry Are treated wood panels to maximum 15 percent moisture content after treatment. 6. After treatment and drying, seai edges and bsckprinte wood panels at the treatment plant. 7, Fire treat wood panels not concealed within a fire rated wall or roof assembly. PART 3 ZXECUTION 3.1 PERFORMANCE A. Installation of Wood Panel Roof Sheathing: 1. Install wood sheathing panels with face grain perpendicular to supports with eyd joints staggered. HAPROJECTS 1990346■SPECSWEROOP06115.WPD SIIEATIiING 06113.2/3 MCI WorfdCom TUKWILA ■ Isswed or Reroofing Permit #990346 April 14, 2000 2. Block sheathing panel edges with 2 by 4's flat. 3. Sane sheathing panels r recommended by sheathing manufacturer. 4. Apply 1/4 inch diameter continuous bend of const ruction adhesive to tops of joists, blocking and plata inunedietely prior to placing sheathing panels. 5, Eliminate sheathing pieces less than 1 foot wide with adjustment in layout. B, Installation of Wood Panel Parapet Wall Sheathing: 1. Install sheathing panels either horizontal or vertical with end joints staggered. 2. Back panel edges with 2 inch nominal framing or 2 by 4 flat blocking. 3. Spike sheathing ponds as recommended by sheathing manufacturer. 4. Apply 1/4 inch diameter continuous bead of construction adhesive to studs, blocking, and pales immediately prior to placing sheathing panels at areas noted. 5. Eliminate sheathing pieces tea than 1 foot wide with adjustment in layout. 6. Install preservative treated sheathing at locations indicated on Drawings and specified in Article 2.3. 7. Install Are- retardant treated sheathing at locations indicated on Drawings and specified in Ankle 2.3. 3.2 MINIMUM FASTENING SCHEDULE A. Wood Sheathing and Underlayment Fastening: 1. Heavy Plywood Roof Sheathing: 12d Common nails, 6 inches on center at roof and panel edges and 12 inches on center at panel interior, 2. Wall Sheathing: 14 gage staples or Id Common nails or bugle head screws, 6 inches on center at panel edges and 12 inches on center at panel interior. 13 COMPLETION A, Adjusting Defbctive Work: Remove and replace dtdbctive sheathing and wnderlaymont panels and panels with edges split or damaged by f stcnen, B. Final Cleaning: Remove fasteners, awn dust, wood sawdust, and unused panel pieces from the site. "END OF SECTION" H :I PROJECTR\99O346\SPECS\REROOPO6 l 15. W PD SHEATHING 06115 -3/3 • MCI WorldCas TUKWILA • lowed for Reroofing Permit 090346 April 14, 2000 SECTION 07220 ROOF INSULATION PART 1 CENTRAL 1.1 SUMMARY A. Section includes: 1. Insulation for entire building :roof. a. Rigid insulation b. Tapered edge and ant laudation B. Related Sections: 1, Section 07530, EPDM Roofing 2, Division 15, Mechanical: Mechanical equipment, piping, and duct Insulation, 1,2 TYPE AND SEQUENCE OF CONSTRUCTION A. Type of Contraction: 1. Root replacement work; new roof insulation over existing Wood roof deck. B, Sequence of Roof insulation Construction; Replacement Work: 1, Remove Existing root membrane, flashing, and root insulation; then preparo sew to receive new materials, 2. Vapor Barrier 3, Single Layer: Gypsum-Fiberglass Panel 4, Double layer: Roof Insulation 1.3 SUBMITTALS A. Product Data: 1, Submit oopla of/ Firestone Technical Information Sheets ('TIS) fbr root hutdation and insulation fasteners, 13, Sampkir, 1. Submit samples of roof insulation and insulation fasteners. C, Drawings: 1, Submit manufacturers shop drawing for tapered laudation. a. Shop drawings shall show complete layout of the tapered system and shall comply with the drainage patterns required. Only the manufacturer's tapered insulation shop drawings will be aooeptabk. H; MilOJECIV990346 PECIAREROOFO7210 ROOF INSULATION 07220.1/6 MCI Woridane TUKWILA • hewed_ or Reroofing Permit 0990346 April 14, 2000 D. Submit mechanical fastener product data, required spacing, and installation instructions for the specified wind uplift standards. 1.4 QUALITY ASSURANCE A. Manufacturer: 1. Company specializing in manufacturing the roofing membrane specified in this Section with ten years of manufacturing experience. 2. System supplier must have ISO 9002 certification. 3. Mantle Curer must be able to provide the project with the membrane and Isocyanurate insulation that is produced in their facilities. B. Applicator: 1. Shall be a Firestone Red Shield Licensed Contractor. 2. Shall have at least five years experience in installing specified system. 3. Shall provide payment and performance bond to building owner. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products according to general requirements for materials and equipment and Part 3 of this Section. B. Deliver products in manufacturer's original containers, dry, undamaged, seals and labels intact. C. Store roof insulation in weather protected environment; keep dry during application. Outdoors, keep clear of ground and moisture. 1.6 GENERAL NOTES A. Preceding job stout up, contractor shall decide to his satisfhation that all specifications contained herein are workable. B. Contractor will perform all work by competent, trained, and properly equipped personnel in strict accordance with good rooting practices and applicable industry standards. C, Contractor will observe all published safety prevention policies and practices relating to application of roofing system and related work. All federal, state, and local codes shall be followed. D. Contractor will follow application, safety, etc, information as published in the most corm edition of the Firestone RubbctGard EPDM Roofing System Technical Specifications. 1.7 DEFINITIONS A. Firestone: Firestone Building Products Co., Headquarters, 525 Congressional Blvd., Cannel, IN 46032.5607 B. National Roofing Contractors Association (NRCA) - Roofing and Waterproofing Manual, C, American Society for Tasting and Materials ( ASTM ): D. EVT: Bitumen temperature at 75 antipoiae for mechanical applicator and at 125 oentipoiae for hand mopping. H :IPROJECTS\9903461SPECS P.EROOPW7220 ROOF INSULATION 07220 - 2/6 MCI WorldCom TUKWILA ■ Issued or Reroo • n Penult 0990346 14 2000 1.8 REGULATORY REQUIREMENTS A. Conform to applicable code for roof assembly fire hazard requirements. 1.9 ENVIRONMENTAL REQUIREMENTS A. Infest roof insulation only when surfaces are dry and free of snow or ice. 8. Do not expose materials vulnerable to water or sun damage in quantities grater than can be wweatherprootbd the same day. 1.10 WARRANTY A. As outlined in Section 07530 EPDM Roofing. PART 2 PRODUCTS 2.1 NAILERS FOR ROOF INSULATION (AND OVERLAYMENT) A. Description: Structural Grade No. 2 or better Southern Pine, Douglas Fir, or Exterior Grade plywood. All wood **Ube pressure treated for rot resistance. 1. Naikr width: Minimum 3 1/2 inches (nominal) wide or as widens the nailing tluge (Reach roof accessory. 2. Nailer thickness: Thickness of roof Inalatlon. H. Reference Standards: 1. Southern Pines: PS 20; SPIB Grading Rules. 2, Western Woods: PS 20; WWPA Grading Rules. 3. Plywood: PS 1; APA Grade Stamps, 4. Pressure pnaervadve treatment: AWPB LP2. 2.2 POLYISOCYANURATE ROOF INSULATION A. Description: Roof insulation consisting of closed Doll polyisocyan amts foam Dore and a pertbrated black glass reinforced mat iantnated to the floe. 1, Base Layer: a, Nominal T hicirnas: 2,0 inches, b. Nominal Size: 48 inches x 96 inches 2. Top Layer: a. Nominal Thickness: 2.0 inches. b, Nominal Size: 48 inches x 96 inches H. Reference Standards: 1, FS HH- I.1972/Gen. 2. FS HH-I- 1973/3. 3, ASTM C 209 - Water Absorption, 4. ASTM E 96 - Water Vapor Transmission of Materials, H :\PKOIEC S 990340SPECS\REROOF 7220 ROOF INSULATION 07220 - 3/6 MCI WorldCam TUKWILA • hawed or Remo Permit 0990346 . 14 2000 3, ASTM D 1621 - Compressive Strength. 6. ASTM D 1622 - Density. 7. ASTM D 2126 - Dimensional Stability. S. ASTM E $4 - Flame Spread C. Product/Producer, ISO 95+ Potyisocyanurste insulation by Firestone, 2.3 INSULATION FASTENER A. Insulation Fastener 1. Description: Heavy duty threaded fastener with 4-coat fluorocarbon polymer coating and drill point tip apable of penetrating 20 gauge steel. Length shall be sufficient to penetrate deck a minimum of 3/4 inch for steel and 1 inch for wood and concrete. Structural ooecrets decks must be pre-drilled with a 7/32 inch carbide drill bit to a depth 1/2 inch deeper than the fastener engyement. 2, Retbrence Standard: a. SAE 1022, Heat Treated 3. Product/Producer: a. Heavy Duty (HD) listeners by Firestone. PART 3 ZXZCUTION 3.1 GENERAL A. Roof Insulation Value: R -30. 3,2 PREPARATION A. Verily drat surf ces and site conditions are ready to receive work. B. Examine roof deck to determine that it is sufficiently rigid to support roofers and their mechanical equipment and that ddlection will not strain or rupture roof components or deform deck. Examine roof deck to determine that surface is in a suitable condition for rooting work. Do not Mart roof application until defects have been corrected. D. Examine roof deck to verily it is properly sloped to drains. E. The condition of surface to receive roof insulation shall be firm, clean, smooth, and dry. 3.3 PROTECTION OF OTHER WORK A. Protect metal, glass, plastic, and painted surfaces within wind-borne range of bitumen application. Protect neighboring vita*, properties, can, and parsons from spills and wind - borne bitumen. NFU OJECM990346WPECaRER0OF'07220 ROOF INSULATION 07220 - 4/6 MCI WoridCasa TUKWILA • Issued for Reroof nR Permit 0990346 April 14, 2000 3.4 WAILERS A. Provide wood nailer. Mechanically attach nallers securely to structure to resist loads imparted from roof insulation, roof membrane, roof accessories, and other roof components. 3.5 MATERIAL STORAGE AND HANDLING A. Keep materials used in construction of roofing systems dry before and during application. Store roll goods on end. Use breather type coverings such as canvas. B. Do not stage material on the roof in concentrated areas that exceed the capacity of the existing roof horning system. 3.6 ROOF INSULATION APPLICATION: GENERAL A. Install only as much insulation as can be covered with the compkted roofing system before the end of the day's work or before the onset of inclement weather. B. Seal deck joints, where needed, to prevent bitumen drippage. C. Lay roof insulation in courses parallel to roof edges. D. Neatly fit insulation to all penetrations, projections, and nailen. Insulation shall be fit tightly, with gaps not greater than 1/4 Inch. All gaps greaser that 1/4 Inch shall be filled with acceplabk insulation. Under no circumstances shall the roofing membrane be left unsupported over a space greater than 1/4 inch. Tapered insulation shall be installed around roof drains so as to provide proper slope for drainage. Miter roof Insulation edges at ridge, valley and other similar non-planar conditions. E. When installing multiple layers of Insulation, all joints between layers shall be staggered at least 6 inches. 3.7 INSULATION ATTACHMENT: A. Baas Layer: 2.0 inch Firestone ISO 95 +, B. Base Layer Attachment: Loose Laid. C. Top Layer: 2.0 inch Firestone ISO 95 +, D. Top Layer Attachment: Fasteners, 3,8 INSULATION APPLICATION: A. Base Layer: Insulation installed on this project will be loose laid. If multiple layers are utilized then each consecutive layer must have a minimum stagger of 6 inches between joints. IL P* OIE <;1'818903461SPECS'REROON7220 A00F INSULATION 07220.5/6 .• •••, • • MCI WorldCals TUKWILA I I I I Ismedfor Reroofing Permit , 0990346 April 14, 2000 13. Top Layer Using the Firestone Heavy Duty tbstenen and Firestone insulation plate engage 'listener through insulation into Wood at the depth and rate specified in the Firestorm Technical Information Manual. 3.9 FIELD QUALITY CONTROL A. Field inspection and testing will be performed as required. 13. Coned identified defeicts or iffegularities. 3.10 PROTECTION A. Protect building swim against damage from roofing work It Where traffic must 000110110 OW finished roof membrane, protect surfirces. 3.11 CLEAN UP A. Remove bituminous markings tom finished surfaces. 13. In mess where finished surfaces are soiled by work of this Section, consult manubctwer of suffix= tbr claming advice and conform to their instructions. C. Remove excess materials, trash, debris, equipment, and parts from the site. D. Repair or replace (biked or disfigured finishes caused by roofing work. END OR SECTION ROOF INSULATION 07220 . 6/6 HAPROJECTS\9903461SPECAREROOF107220 MCI WorldCom TUKWILA • Issued for Reroofni Permit SECTION 07530 0990346 Mud 14, 2000 FULLY ADHERED EPDM ROOFING SYSTEM PART 1 GENERAL 1.1 SUMMARY A. Work wider this section coven the installation of a new Fully Adhered EPDM roofing system on MCI World:ern. In addition, contractor shall include all related items of work as noted herein or indicated on the drawings or otherwise required to complete the specified elements of work and provide the necessary wanandes for this work. 1. Membrane roofing 2. Membrane flashing Metal coping and flashing at scuppers 3. Wood milers 4. Gypsum sheathing 5. vapor barrier 6. Walkway pads/pavers 7. Miscellaneous accessories as indicated on Drawings. B. Contractor will dispose of all materials properly. Any material removal shall comply with state and local codes and requirements and shall be disposed of in a legal ms iw. C. Related Sections: 1. Section 02050 • Demolition 2. Section 06115 • Plywood Sheathing 3. Section 07220 - Roof Insulation. 4. Section 07900 - Joint Scalers 3, Section 09250 - Gypsum Board 6. Division 15 - Mechanical: Mechanical cqulpmcni, piping, and duct installation 12 SYSTEM DESCRIPTION A. Non•Reinforced elastomcric sheet roofing, that is adhered to acceptable substrate with system manufacture's bonding adhesive. 13 SUBMITTALS A. Product DOa; 1. Submit copies of Thcstone Technical Information Sheets (TIS) for primary products used including roof membrane, splice tape, fasteners, and batten strip. B. Samples: 1. Submit samples of roof membrane, fasteners, and walkway pads. H APROJPCTIA990346\PFCt ROOP\o7$3O FULLY ADHEKED EPDM ROOFING SYSTEM 07530 -1/14 MCI WorldCom TUKWILA • Iced or Reroo m Permit M990346 A. 14 2000 C. Application Information: 1. Submit Dopy of Firestone application specification. 2. Submit copy of job related Firestone details including flashings, base tie -ins, roof edges, terminations, expansion joints, penetrations, drains, and any other relevant details. D. Letter attesting that roofing contractor is currently licensed by Firestone. E. Warranty: Submit warranty sample. 1.4 QUALITY ASSURANCE A. Manufacturer: 1. Company specializing in manufacturing the roofing membrane specified in this Section with ten years of nunufhoturing experience. 2. System supplkr must have ISO 9002 certification. 3. Manufacturer must be abk to provide the project with the membrane and'aocyanunte insulation that is produced in their facilities, B. Applicator: 1. Shall be a Firestone Red Shield Licensed Contractor. 2. Shall have at least five years experience In installing specified system. 3. Shall provide payment and performance bond to building owner. 1,3 DELIVERY, STORAGE AND HANDLING A. Deliver products in manufacturer's original contalnen dry, undanugod, seals and labels Intact and legible. B. Store all materials clear of ground and moisture with weather protective covering. C. Keep all combustible materials away from ALL ignition sources, 1.6 GENERAL NOTES A. Preceding job start up, contractor shall decide to his satlst>sction that all specifications contained herein are workable, 8. Contractor will perform all work by competent, trained, and properly cqulpped pommel in strict accordance with good roofing practloa and applicable industry standards. C. Contractor will •bserve all published safety prevention policies and inactions relating to application of roofing system and related wait. All federal, slate, and local codes shall be followed. D. Contractor will follow application, safety, etc. information as published in the most current edition of the Firestone RubberGard EPDM Roofing System Technkal Specifications. 1.7 DEFINITIONS A. Roofing Terminology: Refer to ASTM D1079 for definition of terms related to rooting work not otherwise defined in the section H ;\PROJECTI 9903461SPECBIRRROOF'Q7330 FULLY ADHERED EPDM ROOFING SYSTEM 07530 - 2/14 ti omq MCI WorldCos TUKWILA ■ Issued or Reroo n Permit #990346 . 14 2000 B. Firestone: Firestone Building Products Co., Headquarters, 525 Congressional Blvd, Carmel, IN 46032-5607 C. American Society for Testing and Materials ( ASTM ): 1916 Race Street, Philadelphia, PA 19103 1.7 PRE- INSTALLATION CONFERENCE A. Before start of roofing work, attend a conference to discuss the proper installation of materials. Attendees shall include all parties directly affecting work of this Section. 1.8 QUALITY INSPECTION /OBSERVATION A. Inspection by Manufactures: Provide a Anal inspection of the roofing system by a Technical Representative employed by roofing system manufacturer. 1. Technical Representative shall not perform any sales functions. 2. Contractor shall complete any necessary repairs required for issuance of warranty. 1.9 REGULATORY REQUIREMENTS A. Conform to applicable Jowl bullding code requirements. 1.10 ENVIRONMENTAL REQUIREMENTS A. Install roofing membrane only when surfaces are clan, dry, smooth and file of snow or ice. B. Do not apply roofing membrane during inclement weather or when ambient conditions will not allow proper application. Consult Firestone Technical Specifications on cold weather application. 1.11 WARRANTY A. Type/ Term: 1. Provide 20 year Firestone Rod Shkld Roofing System Limited Warranty. Warranty shall include membrane, roof insulation, and all other products supplied by Firestone Building Products. 2, Provide s separate Firestone ISO 95+ Insulation Warranty. Warranty term shall coincide with Red Shield Warranty. B. . Red Shield Warranty: a. Limit of liability: No Dollar Limitation b. Scope of coverage: Repair any leak in the Firestone EPDM Roofing System caused by the ordinary wear and tear of the ekments, manufacturing defect in Firestone brand materials, and the workmanship used to install there materials. 2. laudation Warranty: a. Limit of liability: No Dollar Limitation b. Scope of coverage: Provide replacement ISO 93+ insulation which warps, bows, or destabilizes to the point of causing a roof leak as a result of any manufacturing defect. H : \RWF.CT81990346 $PECIARRROOPo7S30 FULLY ADHERED RPM ROOFING SYSTRM 07330 - 3/14 MCI WorfdCem TUKWILA ■ lowed or Reroo n Permit 0)90346 . 114 2000 PART 2 PRODUCTS 2.1 VAPOR BARRIER A. Ten (10) mil. plastic sheeting. B. Seam tape as recommended by manufacturer. 2,2 GYPSUM- FIBERGLASS DECKING A. Firestone 3/S -inch Dena -Deck. 1. Provide a :Indic layer of 3/S-inch Deny -Deck over entire area to receive new EPDM roofing. B. Fasteners 1. Mechanically fasten using manufacturer': recommended listener. 2.3 NAILERS FOR FLANGES AND ROOF ACCESSORIES A. Description: Structural Grade No. 2 or better Southern Pine, Douglas Fir, or Exterior Grade plywood. All wood shall be pressure treated for rot resistance. 1. Nailer width: Minimum 3 in in. ( nominal) wide or as wide as the nailing flange (Ouch roof accessory. 2. Nailer thickness: Thickness of roof insulation, B. Reference Standards: 1. Southern Pines: PS 20; SPIB Grading Rules. 2. Western Woods: PS 20; WWPA Grading Rules. 3. Plywood: PS 1; APA Grade Stamps. 4. Pressure preservative treatment: AWPB LP2, 2.4 MANUFACTURERS • MEMBRANE MATERIALS A. Firestone Adhered single-ply membrano system: Non- Reintbroed elastomeric sheet roofing, that is adhered to acceptable substrate with manufacturers bonding adhesive, B. Approved Equals: None H;\ PROJEC '1'S\990346\SPECS'REROOPO7330 FULLY ADHERED EPDM ROOFING SYSTEM 07330 - 4/14 MCI WorldCos TUI WILA • /sswedJor Reroofing Permit #990346 April 14.2000 2,5 ELASTOMERIC SHEET ROOFING AND FLASHING MEMBRANE k Description: Non - reinforced, cured, synthetic single -ply membrane composed of Ethylene Propylene Diene Terpolymer (EPDM) conforming to the following physical properties: 1. Membrane Type: .060 LSFR Property: Specific Gravity Tensile Strength, Minimwn, psi ( MPa ) 00_00.. Elongation, Minimum, % Specification: 1.15 +/- 0,05 1305(9) Tar Resistance, Ibf / in (kN / M ) Ozone Resistance, 166 hours @ 100 pphm ®104 °F with 50% extension _0_000....•. 300 ............... 150(26,3) No Cracks Heat Aging, 28 days ® 240 °F Tensile Strength, Minimum psi ( MPG ) Elongation, Minimum % Brittleness Point, max., °F, °C 1205 (8,3 ) 200 -49 ( -45 ) Water Absorption, change in weight after inumenion In water fbr 166 hour 158 °F,' % +8, -2 Tolerance On Nominal Thickness,% Water Vapor Permeability, Perm-Mils +/ -10 2.0 ., 180...0 B. Reference Standards: 1. ASTM D4637.96: Standard Specification for EPDM Sheet used in single -ply roof membrane 2, ASTM D297: Methods for Rubber Products, Chemical Analysis. 3, ASTM D412, Die C: Test Methods for Rubber Properties in Tension, 4. ASTM D471: Tat Methods for Rubber Property, Effect of Liquids. 5. ASTM D573: Tat Method for Rubber, Deterioration in an Air Oven. 6. ASTM D624, Die C: Tap Method for rubber property -Tar Resistance 7. ASTM D746: Tat Method for Brittleness Temperature of Plastics and Elastomor by 8, ASTM D751: (Grab Method) Method of Testing Coated Fabrics. 9, ASTM D816: (Modified) Methods of Testing Rubber Cements. 10, ASTM D1149: Test Method for Rubber Deterioration, Surface Ozone Cracking in a Chamber, 11, ASTM D2240: Test Method for Rubber Property - Durometer Hardness. 12. ASTM E96: Tart Methods for Water Vapor Transmission of Materials. H APROJECrV990346■SPECEMRROOf '07330 FULLY ADHERED EPDM ROOFING SYSTEM 07530 - 5/14 r4 MCI WorldCom TUKWILA • Issued for Reroojini Permit #990346 April 14. 2000 C. Product/Producer: 1, RubberGard EPDM membrane by Firestone. 2,6 ELASTOMERIC SHEET ROOFING SYSTEM COMPONENTS A. Roof Plashing (Gravel Stop): 1. Description: Semi-curd 45 mil EPDM membrane laminated to 35 mil EPDM tape adhesive 2. Product/Producer: a. QuickSeam Flashing by Firestone, B. Elastoneric Uncured Flashing 1. Description: Non- reinfbrced, self curing, synthetic, single -ply flashing composed of Ethylene Propylene Dien Terpolyner (EPDM) conforming to the Mowing physical properties as indicated by ASTM D4811.90 standard specification for Non - vulcanized rubber sheet used as roof flashing. L Nominal Thidtnea: .060 inch Property: Thidmeu Green Strength Modulus 100% @ 75 °F(psi) Specifications 0,055 25.250 Elonption, (Ultimate),% 400 modulus 100% @ 122 °F(psi) 12 Elongation (Ultimate) % 200 Shelf Stability: Modulus 100% at 75 °F(psi) Elongation, min, Vulcanizability: Tensile strength, min, (psi) Elongation, min, % Tensile Set: min,% Dimensional Stability, max, % Weatherability , no cracks or crazing Water Vapor Permeability, Perm -Mils 250 400 406 400 80 +1. 10 Pau ...11.......10._.. 2.0 b. Reference Standards: 1) ASTM D412: Tat Methods for Rubber Properties in Tension 2) ASTM D471: Tat Methods for Rubber Property -Effect of liquids 3) ASTM D573: Test Methods for Rubber- Deterioration in Mr wen 4) ASTM D624: Tat Methods for Rubber Property -Tear Resistance H:V RO ,JECTIA99034e8PECS\REROOF407330 FULLY ADHERED EPDM ROOFING SYSTEM 07530.6/14 e MCI WerldCose TUKWILA ■ Issued or Reroo _ Permit 11990346 A . 14 2000 5) ASTM D1149: Test Method for Rubber Deterioration-Surface Ozone Cracking in a chamber 6) ASTM D1204: Tat Method for Linear Dimensional Changes on a Non -rigid Thennoplutic Sheeting or Film at Elevated Temperatures 7) ASTM D2137: Tat Methods for Rubber Property- Brittleness Point of Flexible Polymers and Coated Fabrics 2. Product/Producer: a. EPDM FormFtaeh flashing membrane by Firestone. C. Lap Splice Tape: 1, Description: 35 mil EPDM-based, formulated for compatibility with EPDM membrane and high - solids primer. 2. . L QuickSeam Splice Tape by Firestone. D. Adhesive Primer: 1. Description: High - solids, butyl baled primer formulated for compatibility with EPDM membrane & tape adhesive. 2. Product/Producer: a. QuickPrime by Firestone. E. Batten Coven: 1. Description: Cured 60 mil EPDM membrane laminated to 33 mil EPDM tape adhesive, 2. Product/Producer: a. QuickSam Batten Cover by Firestone. F. Splice Adhesive: 1. Description: Butyl - based, formulated for compatibility with EPDM membrane. 2. Product/Producer a. RubberGard Splice Adhesive by Firestone. 0. Bonding Adhesive: 1. Description: Neoprene- based, fonnulatod for compatibility with EPDM membrane & a wide variety of substrate materials, including masonry, wood, and insulation fixings. 2. Product/Producer: a, RubberGard Bonding Adhesive by Firestone. Pourable Sealer: 1, Description: 2 -Part urethane , 2 -color for reliable mixing. I, Sam Plata, Batton Strips and Insulation Plata: 1. Description: Steel with a Galvalume coating. 2. Reference Standard: Corrosion - resistant to meet FM -4470 criteria. J. Termination Aar: 1. Description: 1,3" X0.10" thick aluminum bar with integral caulk lodge. 2. Product/Producer: a. RubberGard Bonding Adhesive by Firestone. tt; fl0IEats9vso3461seECSWEaootro75ao FULLY ADMIRED EPDM ROOFING SYSTEM 07530.7/14 MCI WotldCor TUKWILA • Issued or Reroo Permit 0990346 14 2000 K Roof Walkway Pads: 1. Description: EPDM Walkway Pads, 0.30" X 30" X 30" with EPDM tape adhesive strip laminated to the bottom. 2. Product/Producer. a. QuickSeam Walkway Pads by Firestone. 2,7 METAL FLASHING A. Edge Metal and/or Coping 1. Description: Provide prefabricated .040 with Kynar finish in nunutkcturers standard colon to be selected by specifier, 2, Product/Producer: Edgecards by Firestone, PART 21MRCUTION 3,1 EXAMINATION A. Examine roof deck to determine that ft is sufficiently rigid to support roofers and their meehaniad equipment and that deflection will not strain or rupture roof components or deform deck. B. Verily that surfaces and sitc.:rnditions are ready to receive work. Correct defects in the substrate befbre commencing with roofing work. C. Bromine roof substrate to verify that it Is properly sloped to drains, D. Start work with sealants and adhesives at 60° - 80° F. E. Funs from adhesive solvents may be drawn into the building during installation through rooftop intakes, Appropriate measures must be taken to assure that ftkmcs tom adhesive solvents are not drawn into the building through air intakes, F. For reroofing applications only: remove existing roof system components as specified Q. The suttee must be clean, dry, smooth, free of sharp edges, fins, loose or foreign materials, oil, grease and other materials which may damage the membrane, All roughened sulkies which could cause damage shall be properly repaired before proceeding, H. All surface voids of the immediate substrate greater than 1/4" wide must be properly filled with an acceptable insulation or suitable All material. 3,2 PROTECTION OF OTHER WORK A. Protect metal, glass, plastic, and painted surfaces from adhesives and sealants. B. Protect neighboring work, property, cars, and persons from spills and overspray from adhesives, sealants and coatings. H:IPROJEC IV99034613PEC$'REROOP07330 FULLY ADHERED EPDM ROOFING SYSTEM 07530 „ W14 (61 0§ i5 p it re MCI Wor ldCos. TUKWILA • !media. Reroofing Permit 0990346 April 14, 2000 C. Protect finished areas of the roofing system from rooting related work traffic and traffic by other trades. 3.3 MATERIAL STORAGE AND HANDLING A. Keep all adhesives, satants, primers and cleaning materials away from all sources of ignition. B. Consult container labels and Material Safety Data Sheets (MSDS) for specific safety instructions. C. Do not stage material on the roof in concentrated areas that exceed the capacity of the existing root flaming system. D. Store gypsum products above ground level on wood pallets. Cover with waterproof tarpaulins u necessary to protect from inckment weather. 3.4 VAPOR BARRIER A. Install 10 mil, panic sheeting with 2 -inch overlap at skies and 6-inch overlap at ends. B. Tape leans with plastic sheeting manufacturer's recommended product, continuously at edges. 3.5 FIRESTONE 3/11-INCH DENS DECK A. Keep panels dry at all times. 8. Do not install over wet, damp or uneven substrates. C. Do not expose to smoke or flame sources during application. D. Install with manulieeturer's required tolenuroes f om panel to other panois, roof penetrations, proJectfors, and ruiners. E. Mechanically fasten in accordance with manufacturer's recommended pattern with a fWly adhered, single -ply membrane system. 3.6 WOOD NAILER LOCATION AND INSTALLATION A. Total wood nailer height shall match the total thickness of insulation being used and shall Be installed with a 1/$ pp between each length and at each change of direction. 8. Wood Wen shall be firmly fastened to the dock. Mechanically fasten wood sailers to resin a force of 200 Ibs. per lineal foot. 3.7 MEMBRANE PLACEMENT AND ATTACHMENT A. Beginning at the low point of the roof, place the Firestone RubberGard membrane without stretching over the acceptable substrate and allow to relax a minimum of 30 minutes before attachment or splicing. H;UROJEC S19943`6NSPECS\REROOPMl733o FULLY ADMIRED F,PDM ROOFING SYSTEM 07330 - 9/14 7 n MCI WorldCom TUKWILA • issued for ReroofinR Permit 0990346 April 14, 2000 B. After making sure the sheet is placed in its final position, fold it back evenly onto itself so as to expose the underside. C. Sweep the mating surface of the membrane with a stiff broom to remove excess dusting agent (if any) or other contaminants from the mating surface. D. Apply Bonding Adhesive at about the same time to both the exposed underside of the sheet and the substrate to which it will be adhered so as to allow approximately the same drying time. Apply Bonding Adhesive so to provide an even and uniform film thickness. Do not apply bonding adhesive to arcs that will be subsequently spliced. E. Allow Bonding Adhesive to flash off until tacky. Touch the Bonding Adhesive surface with a clean, dry finger to be certain that the adhesive does not stick or string. As you are touching the adhesive, pushing straight down to check for stringing, also push forward on the adhesive at an angle to ensure that the adhesive is ready throughout its thickness. If either motion exposes wet or stringy adhesive when the finger is lifted, then it is not ready for mating. F. Starting at the fold, roll the previotuly coated portion of the sheet into the coated substrate slowly and evenly so as to minimize wrinkles. G. Compress the bonded half of the sheet to the substrate with a stiff push broom. H. Fold the =adhered half of the membrane shoot back onto itself, and repeat the bonding procedure to complete the bonding of the sheet. 3.8 MEMBRANE LAP SPLICING A. General 1. Position the sheet at the splice area by overlapping membrane 5 inches. Once the membrane is in place, nark the bottom sheet 1/2" to 3/4" from the edge of the top sheet every 4 to b feet. Tack the shoot back with Firestone QuickPrime at 5' centers and at factory splices or as necessary to hold back the membrane at the splicing area. 2, Remove oxoess amounts of duping agent on the shoot and at factory splices using a stiff push broom, Stir Firestone QuickPrime thoroughly before and during use. Dip the QuickScrubber into the bucket of QuickPrimo, keeping the QuickScrubber flat. Apply the QuickPrime using long back and forth type strokes with pressure along the length of the splicing area until surfaces become a dark gray in color. Apply QuickPrime to both surface at the same time to allow the same flash off time, Change the scrub pad each 200 feet of 3 inch field splice, or when the pad will no longer hold the proper amount of QuickPrime. Additional scrubbing is roqulrod at areas That may have become contaminated or have excess amounts of dusting agent, and at all factory splices. 3. Position the QuickSeam Splice Tape on the bottom sheet, aligning the edge of the release paper with the markings. Immediately roll the splice tape with a 3 "-4" wide silicone or s lloone sleeved steel hand roller or a shod nap 3" paint roller. 4, When the QuickSeam Splice Tape has been instilled for the entire splice length allow the top sheet to rat on top of the tape's paper backing. Trim the top sheet as necessary to assure that 1/8 " -1/2" of the QuickSeam Splice Tape will be exposed oa the finished splice. S. To remove the paper backing from the tape, first roll back the RubbcrGard membrane sheet, then peel the paper backing off the QuickSeam Splice Tape by pulling against the weight of HA PROJEC TS19903461SPECUEROOF107530 FULLY ADHERED EPDM ROOFING SYSTEM 07530 -10/14 7 t 1 Is/ -_y • a MCI WorldCosr TUKWILA ■ Isnued for Reroofing Permit 0990346, Apri114, 2000 the bottom sheet at approximately a 45 degree angle to the tape and parallel with the roof surface. Allow the top sheet to fall freely onto the exposed QuickSeam Splice Tape. Broom the entire length of the splice as the release paper is being reproved. 6. Roll the splice using a 1- 1/2 " -2" wide silicone or silicone sleeved steel hand roller, first acres the splice, and then along the entire length of the splice. 3.9 MEMBRANE SECUREMENT A. Secure membrane at all location where the membrane terminates or goes through an angle change greater than 2" in 12" except for round pipe penetrations lea than 1S" in diameter and square penetrations lea than 4" square. B, Mechanically fasten Reinforced Perimeter Fastening Strips per Firestone recommendat ions. 3.10 FLASHING - PENETRATIONS A. General; 1. If project is a Tear -off or Reroof, remove all existing flashing: (Le. lead, asphalt, mastic, etc). 2. Flash all penetrations passing th rough the membrane. 3. The flashing seal must be made directly to the penetration. 8. Pipes, Rowid Supports, etc, 1, Flash with Firestone Pre- Molded EPDM Pipe Fleshings where pracdcal. 2, Flash using FormFkuh when Pre - Molded EPDM Pipe Flashing is not practical, C. Stnwturai Steel Tubing: Use a field fabricated pipe flashing detail provided that the minimum corner radius is greater than 1/4" and the longest side of the tuba does not exceed 12 ". When the tube mods 12" use a standard curb detail. D, Roof Drains 1. If project is a Tear -off or Reroof remove ail existing flashings, drain leads, roofing materials and cement from the existing drain in preparation for membrane and Water Block Seal. 2, Provide a clean even finish on the mating surfaces between the clamping ring and the drain bowl. 3. Taper insulation around the drain to provide a smooth transition from the roof arrfae° to the drain, Use pro- manutactwed tapered insulation with facer or suitable bonding surface to achieve slope. Slope shall not exceed Firestone recommendations. 4, Position the RubberGard membrane, then cut a hole for the roof drain to allow 1/2" -3/4" of membrane extending inside the clamping ring past the drain bolts. d. Make round bolos in the RubberGard membrane to align with clamping bolts. Do not cut the membrane back to the bolt holes, 6. Place Water Block Seal on top of drain bowl where the clamping ring seats below the membrane 7, Install the roof drain clamping ring and clamping bolts. Tighten the clamping bolts to achieve constant compression. HAPROJECrS19903461SPECS\RRRQOF 07530 FULLY ADAEAED EPDM ROOFING SYSTEM 07330 - 11/14 MCI WorldCom TUKWILA ■ Issued _for Reroofing Permit 0990346 April 14, 2000 E. Pipe Clusters and Unusual Shaped Penetrations 1. Fabricate penetration pockets to allow a minimum clearance of 1" between the penetration and all sides. 2. Secure penetration pockets per Firestone Details 3, F111 penetration pockets with Pourable Sealer, so as to shed water. Pourable Sealer shall be a minimum of 20 deep. F. Hot Pipes 1. Protect the rubber components from direct contact with steam or heat sources when the in- service temperature is in excess of 180° F. In all such cases flash to an intermediate insulated °coot° sleeve per Firestone details. 0. Flexible Penetrations 1. Provide a weathertight gooseneck set in Water Blade Seal and secured to the deck. 2. Flash in accordance with Firestone Details H. Scuppers 1. Remove existing scupper and provide a new welded watertight scupper or clean the existing scupper for reuse. 2. Set welded watertight scupper in Water Block Seal and secure to the structure. 3. Flash in accordance with Firestone Details. I. Expansion Joints 1. Install as shown on roof drawing in accordance with Firestone details, 3,11 FLASHING - WALLS, PARAPETS, MECHANICAL EQUIPMENT CURBS, SKYLIGHTS, ETC. A. General: 1. Using the longest pieces practical, flash all walls, parapets, curb., etc., a minimum of 8" high per Firestone Details. B. Evaluate Substrate: 1, Evaluate the substrate and overlay per Firestone specifications as necessary. C. For Tear -off or Reroof projects: 1. Remove loose or unsecured flashing. 2. Remove mineral surfaced or coated Dashing. 3, Remove excessive asphalt to provide a smooth, sound surface for now fleshings. D. Complete the splice between flashing and the main roof shoat with Splice Adhesive before adhering flashing to the vertical auface. Provide lap splices in accordance with Firestone Details. E. Apply Bonding Adhesive at about the name time to both the flashing and the surface to whkh it is being banded so as to allow approximately the same flash off time. Apply Bonding Adhesive in a uniform coating. F. Allow Bonding Adhesive to flash off until tacky. Touch the Bonding Adhesive surface with a clean, dry finger to be certain that the adhesive does not stick or string. While touching the adhesive, pushing straight down to chock for stringing, also push forward on the adhesive at an FULLY ADHERED EPDM ROOFING SYSTEM 07330.12/14 HAPROJECTS19903461SPECSIREROOF <07530 so Og 1-, MCI WorldCoas TUKWILA • Issued for Reroofing Permit 0990346 April 14, 2000 angle to ensure that the adhesive is ready throughout its thickness. If either motion exposes wet or stringy adhesive when the finger is lifted, then it is not ready for mating. Flash off time will vary depending on ambient air conditions. G. Roll the flashing into the adhesive evenly and carefully so as to minimize wrinkles. H. Ensure proper contact of flashing by brooming in place, 1. Provide termination directly to the vertical substrate as shown on roof drawings. J. Install T -Joint covers at field and flashing splice ink as required by Firestone. IC Instal intermediate flashing attachment as required by Firestone Specifications and Details. 3.12 FLASHING - GRAVEL STOPS OR ROOF EDGE METALS A. Apply QuickPrime to the metal edging and membrane as described in Firestone Specifications. E. Place the roll of QuickSeam Flashing on the roof a few feet ahead of the application starting point, positioned so that it unrolls from the top of the roll. Remove approximately 2' -3' of release paper and apply to the metal flange and RubberGard membrane. Lap adjacent rolls of QuickSeam Flashing a minimum of one inch. C. With a 2 " -3" wide silicone or silicon sleeved steel hand roller, roll the QuickSeam Flashing ensure proper adhesion. Additional attention must be given to factory splice intersections and to any change in plane. D. Apply 6" length of QuickSeam Flashing, a QuickSeam Joint Cover, or 6 "x6" FonnFlash to the inside edge of the QuickSeam Flashing at all overlaps. E, Apply 6" length of QuickSeam Flashing, a QuickSeam Joint Cover, or 6 "x6" FonnFlash at all Intersections between the QuickSeam Flashing and field fabricated splices. F. Where QuickSeam Flashing will not completely cover the metal flange, an additional piece of QuickSeam Flashing must be applied to the metal edge laps . Apply Seam Edge Treatment at the intersections of the flashing sections, O. If the roof edge includes a gravel stop and sealant is not applied between the laps in the metal edging, an additional piece of QuickSeam Flashing shall be applied over the metal lap to the top of the gravel stop, after the initial application of QuickSeam Flashing. SeamEdge Treatment shall be applied at the intersections of the two flashing sections. H. When the roof slope is greater than 1 in 12, apply Scam Edge Treatment along the back edge albs QuickSeam Flashing. 3.13 ROOF WALKWAYS A. Install walkways at all access points to the roof and around all rooftop equipment that may require maintenance and as shown on roof drawings. H:\ ROJECT81990346 \SPECUEROOF07530 FULLY ADHERED EPDM ROOFING SYSTEM 07330.13/14 MCI WorldCom TUKWILA • issued for RerooJlnR Permit 0990346 April 14, 2000 B. Layout Firestone RubberGard Walkway Pads so that the flat surface is over the completed RubberGsrd membrane, spacing each pd a minimum of 1" and a maximum of 3" from each other to allow for drainage. Walkway pads may not be used within 10' of any roof edge or perimeter. These areas will require the installation of concrete pavers. C. If the installation of Firestone RubberGard Walkway Pads over field fabricated splices or within 6" of a splice edge cannot be avoided, flash in the splice using QuickSeam Flashing prior to installing the walkway pad. The QuickSeam Flashing shall extend beyond the walkway pad a minimum of 6" on either side. D. Remove the release paper. Turn the walkpad over and place it in the QuickPrime. E. Walk on the pod to peas in place assuring proper adhesion. F. If loose laid pavers are used for walkways, adhere a layer of RubberGard membrane beneath them to bane them from the roofing membrane, Protection layen must extend a minimum of 2" beyond the paving stone. 3.14 SWEET METAL WORK A. Install Firestone sheet metal as shown on roof drawings. B. Follow current Industry guidelines for installation or Firestone requirements, whichever is more stringent. 3.15 TEMPORARY CLOSURE A. Temporary cleaned which ensure that moisture does not damage any completed section of the now roofing system are the responsibility of the applicator. Completion of flashinp, termination, and temporary closures shall be completed as required to provide a watertight condition. 3,16 FIELD QUALITY CONTROL A. Field inspection and testing will be performed as required by the manufacturer. 8. Concoct identified defects or irregularities. 3.17 CLEAN -UP A. Clem all contaminants from building and surrounding areas. B. Remove trash, debris, equipment from project site and surrounding areas. C. Repair or replace damaged building components or surrounding areas to the satisfaction of the building owner. H:WROJEC S1990346QSPECSWREROOP07330 END OF SECTION FULLY ADHERED EUDM ROOFING SYSTEM 07330 -14/14 MCI WorldCom TUKWILA ■ Issued or Remo n Permit 090346 14 2000 SECTION 09220 PORTLAND CEMENT PLASTER PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Portland cement plaster scratch and brown coat. 2. Portland cement plaster finish coat. B. Related Sections: Section 09900, Painting. 1.2 SYSTEM DESCRIPTION A. System Tolerances: Do not exceed 3/$ inch horizontal and vertical variation ffrom designed plaster locations. 1.3 SUBMITTALS A. Product Data: Submit product data fix plaster admixtures and synthetic plaster finishes. B. Product Samples: Submit one 6 by 6 inch minimum sized sample detach cement plaster texture, 1.4 QUALITY ASSURANCE A. Field Samples: 1. Provide 100 square foot minimum sized flaw sample of each cement plaster finish. 2, Acceptable field samples may be incorporated in the Work. 1.5 SITE CONDITIONS A. Temperature Requirements: 1. Do not begin plaster work when ambient air temperature is below 40 degrees F, 2. Do not begin plaster work when plaster cannot be protected from freezing during the curing pew PART 2 PRODUCTS 2.1 MATERIALS A. Plaster Materials: 1. Portland Cement: ASTM C 150, natural gray and white color. 2. Masonry Cement: ASTM C 91, H:U ROIEC T81990340SPECMREROOFO922O. WPD PORTLAND CEMENT PLASTER 09220 -1/3 7 MCI WorldCe sr TUKWILA • Issued or Reroo n Permit #990346 A . 14 2000 3. Bare Cat Lime: ASTM C 206, Type N or S or ASTM C 207, Type N or S. 4. Base Coat Sand: No. 1 fine, gray color, ASTM C 897. 5. Finish Cat Sand: Clean and, ASTM C 897. 6. Fiberglass: 1/2 inch long chopped strands, alkaline resistant. 7. Water. Clean, free from oil, acid, alkali, and foreign material. 8. Mr Entraining Additive: ASTM C 260. B. Accessory Materials: 1. Cleaning Solution: As selected by plaster installer. 2. Surfirce Applied Bonding Agents: ASTM C 932. 3. Epoxy Resin Bonding Agent: ASTM C 881. 4. plaster Salo. As reaxnnrended by piaster manufacturer. 2.2 MIXES A. Scratch and Brown Coat with Masonry Cement: 1. 1 Part Portland Cement: One, 94 pound sack. 1. 1 Part Masonry Cement: One and one third, 70 pound sacks. 2. 4 to 5 Parts Gray Sand: 30 to 34 shovels at 14.5 pounds per shovel. 3. Chopped Fiberglass Strands: 2 to 3 pounds per sack of cement. 4, Entrained Air: Add air entraining additive for pumped plaster. B. Portland Cement Plaster Finish Coat: 1, 1 Part White Portland Cement: One, 94 pound sack. 2. 1/2 to 3/4 Part Lime: 47 to 70 pounds. 3, 3 parts White Sand: 20 shovels at 14,1 pounds per shovel. 4. Factory Prepared Finish Cat: Comply with manutachuer's printed mixing instructions. S. Entrained Air: Add air entraining additive for pumped plaster. PART 3 EIIZCUTJON 3.1 PERFORMANCE A. Protection: Provide temporary covering to eliminate splattering of plaster on adjacent finished surfaces. B, Surbaoe Preparation: 1, Clean concrete and concrete mum), unit substrate walls with cleaning solution. 2, Clean exlging adjacent cement plaster with cleaning solution and rinse with water. C, Installation of Portland Cement Plaster on Concrete Masonry Units: 1. Comply with mcommenrded procedures in ASTM C 926. 2, Install 1/2 inch thick brown cat. 3. Install 1/8 inch thick finish coat 14 days after application of brown coat. 4. Trowel finish tout to match existing adjacent smooth eoncroxe finish. H :PROJECT 8t990346\SPECMEROOFW9220. WPD PORTLAND CEMENT PLASTER 09220 - 2/3 MCI War IdCekm Tt11CWILA ■ issued for R.rdof nl Permit 0990346 April 14. 2000 D. Installation of Portland Cement Plaster on Treated Plywood Sheathing: 1, Comply with recommended procedures in ASTM *43 and ASTM 1063. 2. MOH 1/2•inch.thidk brown coat on metal lath over 2 layer of 15 -pound Mt building paper. 3. Install 1/8- inch -thick finish coat 14 days after application of brown coat. 4. Trowel finish coat to match existing adjacent smooth concrete finish. 3.2 COMPLETION A. Adjusting Dedective Wol k: Remove and replace cracked and defective platter. B. 1. Clem plaster splatter Atom adjacent whom, 2. Remove excess Medals from the site. "END OF SECTION" PORTLAND CEMENT PLASTER 09220.3/3 HAPROJEC TI9034618UEc31RWRQOF 9220.WPD ENERGY CALCULATIONS Issued for Reroofing Permit MCI WORLDCOM TUKWILA SWITCHING FACILITY TUKWILA, WASHINGTON April 14, 2000 Group Mackenzie Project # 990346 Prepared by: Glumac International a Z"" App i poist c6"1° MI2wo O6q 04/12 10:28 2000 FROM: 206 515 2426 TO: 50322812P -- PAGE: 2 APR -12 00 10:14 FROM:GLUMAC 1. .RNATIONAL 206 -515 -2426 TO: ttl.32281285 PAGE: 02 1007 Wenn Stab Nonresldanlii Code C Foie Wasfel0011 aw. N..r.MNflr.l rem CON /rfaf Eaaen, MIS 1 project hiforollott Adams 126412 a.ea.ay os. Tukwila, os. Nisi ai dazing Me .111 �v «tlen�: Mir values are automariCa1y talon tram !NV -UM , (m 4 • Gross Nero (, treat L ovONdi divldsd by VAN Arse tines 100 equals % 01.Mg 42616 4/11/00 Concrete/Masonry Option atria. Opaque Wells Of IiUNdfQ Depo men% We �— Seim Grade Walla Appucsnt Name: ars,y fi..rw..i• 0 , 3 AppMeaMAdmit 23f.11 .Y A ,, 116, 1313, e..te1m, !11101 '.•.••• APPliesol PMMMne. 2011- 26: -1O10 Compliance Option Space Heat Type . 0 Eleatic nwiwna d Al OW (111111 own *or definitions) -- —n Glazing Area Calculation New tmew Onus w11N11 met be w+aua«r w,11n Ones. E.Irier Y Ares tt tinily am ar11M11» the brel requital latemus watt ai dazing Me .111 �v «tlen�: Mir values are automariCa1y talon tram !NV -UM , (m 4 • Gross Nero (, treat L ovONdi divldsd by VAN Arse tines 100 equals % 01.Mg •. '�•, r.._ .... 901.0 + 7315.0 X 10051 12.3% Concrete/Masonry Option yin Chen fin airy a26 spisn w� q film fsoMMwI Ar I M COncnrJIMMONV —�' .- ° 61160644616+ Rtewrn (ow) for imillN11mn, Ens requfnr ants let NM 0104 • no wean* dear, e wel.p. Aequi emente (en* value as eppNt.bb) Fully Aea1•raosetsr tom Alrinknum km Winn n R•vM ma ROAM 0wr MK — 10 -30 AU Other Root — -.•_... Opaque Wells It-30 Seim Grade Walla Coon Over Unconditioned Space 0 , 3 Sleba.on4rmde .___, To , 73 Radiant Flows Maximum Iktezdars opaque Doom 0.420 Mica' Gluing 0.520 Owrn.ad Glazing `.. �. Marirnum SSW (or SC) V•rdcaltOverMad Glazing 1 1. nositml we **Minton n Insulation *value* Rook Over eeml•Mseted 8pea11e• to Section 1 10 fat q ns and requirements Opaque ConerearlMse•nry Well Aegulrente nie Insulation on interior • maximum Wader is 0, I iniu sNOn on Metter or IMprat • msuknum Water is 0.0 If Gnu guaMAM tar ConoNM1Masonry Wean, Psi walls whin 110 a 0,0 SWIM," beam (der walla must mesa Opaque WON requirements), Use *wiener* and vMlues train Table Mb ih tin Coda, Wall Dazed den (Including Inwbtion R•vakie t position) Gems, w 0.052 Aressionnor It 04/12 10:29 2000 FROM: 208 515 2428 TO: 503228128E PAGE: 3 APR -12 00 10:15 FROM:GLUMAC . .RNATZONA(. 206 -515 -2426 TO:...d32291285 1004 Stall Nonr•eidiMl& , Code anoe form Frivelot>e 1)A Ca1(.trl.itl(>rn'. .ems PAGE: 03 ENV 3,)A AM Iw. ',taint Address 12.12 Midway Ae. Palmist via. •sue -DM 4/11/00 Space Heat Type To Electio ntSWenOe • Al eslker 12 %Pro..1 00.00 Meat.Target 74t Aulefine 00061n' Uee IGIating Area as g Weiler wall area Concrete/Msronry option 0 vas • No Note: If glazing area exceeds rnexWnum allowed In Table, than Moult.' squalid arses on baadt (over). If Conerele/Mssonry Option is wed, Target Wailers, SMGC and Gluing 1 will be dMI•reM than shown below. Refer to Table 13.1 for WW1 values, mown compoi$IN Pro /aa= List me as•antbl ID £ e U•befer it Ara ) n uA U x A Target UA Wader it Arse (A) D UA (U x A) 0.520 Plan ID 0.520 4 . 224.k 0.400 503.0 350.1 Una . s2o ~ Plan ID 0.520 I66. O 00,1 � 110 % 81e01(IO I�aslk • Othw $eat n 0�1I% 0.40 0.110 '01540% 0.40 0.78 .112044ii flat allowed 0.00 02040% not IWowa/ 080 Tarts 13.1 t�af C011eMA1sonrr viuss)� W O, 520 Plan ID .620 101.0 04.2 U■ � Plan ID .520 27,0 14.0 UNDO. 520 Plan 10 u"rt3o Wan io U• Plan ID: .520 4.0 4,7 .52 136,0 70,7 �(aN Plan iii: U• Plan ID: pa Us Man ID: Plan ID: M , a11114 o s1, , 1.48 )2044% not **awed 1.30 030.40% net Mood 1.21 hsi TaM1 /5�11er Caket MNomry vakres) �U■ Plan ID: U+ Pan ID: w Wan ID: U. Plan ID: Uso. • I': 0.120 42.0 .• 0.053 arr0.0 107.2 0,052 1204 a U, 4 0.082 4320.0 224 .ii TINT 214.0 11.2 704.0 311.3 "raw •33.0 22. a -raw 350.0 1.4 •FII 360 15.7 raw io1.o cif uei Tweet 02Nu. Well Areal's. back) . '.• 45.0 5.2 tU■ Plan ID: U• Plan ID: , 0.00 0.40 1 g 7;30 . 0 PlPlaa IDD: . Re Man ID: ri Moo.* ii 0.001 0.034 0.61. 1200.0 40.4 ■10.0 Manlermlimr Rs Man ID: R. Wan ID: 0.034 0000 0.140 4372,0 INnimim Nalco Paniow.ii • i R +11.0 Plan a /thin •2 iR ■1t.o Pan ID wan • 2 R+xt� o Wan IDw.0 • • El•onio NNW. n o ,oirklsy 0.012 0.14 04•16146441 0.11 0.14 DWW(Ir0) . 0.10 0.14 C4M611).. + 0.70 R +1, Plan IDw.i • • R ■it o•Plan IDwsii 1 4 Re3Tr.Plan IDutii • 7 "Nola: sum of Ts4Trees hem should 1 R• Plan 10; R+ Plan ID: R• Plan ID: Nell: if insulated to levels rewind for opal wale, Oat above with Game wale RYsiii ROOK 00w Wes Ilg *array 0,003 0,14 1MI11 6Md 0.11 0.14 1 • Plan ID: R■ Plan ID: R• Plan ID; R• Plan ID: lillealrio 114415‘ O11lef Nsoline 0.029 0.00* TilIs Plan 10; R■ Pan ID: e R0 Plan ID: Rs Plan ID: 0.730 43,0 314.1 0.140 433,0 2 ».e tt1so11ic Resits, OIIMW Ilsary ,80.64 rs4.64 (sea Table 13.1 for radiant floor vOISAI0 for CIA) well, Indicate can Insulation melerisl. T /2544,0 3,301.4 For oampliatter: Totals 12546.0 1472.7 soma) Ta alai UA rer*r ��vr. 04/12 10:29 2000 FROM: 208,815 2428 TO: 50322812P" PAGE: 4 APR -12 00 10:15 FROM:GLUMAC ERNATIONAL 206 -515 -2426 TO: J032281285 PAGE: 04 1904 Wahl Stale Nonsealdantlal Cads C - Fonn MPS Glaring 14ro$esui 40101 Tort swot List axsmpomnb siseMb1(I) d page N SHOO• x Aroa (1) '. MCC x A $HOC x AINyl) • SHOC I A� ID: 6.700 070.0 US a.Oro 101.0 1101.0 ID: GloW4 % Atb mom 6iwi ssonil ID: 0 1,00 , 1.00 ID: )21.10% riot Wm! 0.0i ID: 464% % ilit°ti(iswil 0.411 ID: (MO Mite 114 for CondMitoonry Wan) 'Mots: INanutocturers Se. may be usso in mu ar Tads 074.0 411.0 Table 901.0 901.0 For conlplma: • .. tool ttgaZo A shot not tauasd ergot tow MCC A NOTE: 1097 NREC revisions allow SHGC compliance for vertical and overhead glazing to be calculated tooter. The 1094 Forms required separate calculations for vortical and overhead glazing. N M• IMO am.wnl of •a•iMM we as • *A N nem **ft w•• new (•Wn1.1•l+n RNWIIUMI) ~Ws MN 410I024III 64414•I1 10 TNM 1$.1, Mon on eMwIMan AIr•1 b .6411111441 W 20 OMNIIS w•N Mt IM T W1 $ UA rrw SMOG 644441461406 1214411. Pte Arm fNw'Mw• values are r•N In 01121I•201. Mew, Roofs wet ANk• 0M•r Rook WY• Mixing M• 004444 Aron aim bens. Won An. oxta,o '1 x M.r OWMa Mn• Mo. t$.t) Town 00 Ant• In A•N.z t A4144 M•rrnw, Tamer OM•Ilni Area • >teas.0—i M•• 00 MIM11aino area, t1 , _ • [ um, , r � MAW ""•616 2024.0 1110 •Ana PIN••N 00 AIN l► Tslf•100 Ana/ T•IeM 40 AIN a 11 II•N• "'ib soas.o 0..r•AI•M Il•f1M 0 • wlwM eNIMs N• 0 • Ana P own VG An• W.•• s6T1 0 + 101.0 _ 1107~ eI •f• • nuns Own we two • w '. ' • •h•1 w M I•Q 614•661 Moro, 11 OW Trope Arose k► 0040 WMN WW •n M• Non 111UN one* Me WM Wkwl•M• here. [Of TI MM O0'•. M• 144446 V41441 •n r.•• Vein Mrs vend r•1•w. Town valves m OWN Mu we veal N M• mike* T4140 A MNYI•F•• •• w• In n6 Y•Is•1 va AN• •M Tani Tv/M 00 Aso N •M. woes M IM WOOS UMW 1NGO ••wd•M•n• Mew. 12 6 04/12 10 :30 2000 FROM: 206 515 2428 TO: 50322812P'' PAGE: 5 APR -12 00 10:15 FROM:GLUMAC 1 NATIONAL 206 - 515 -2426 TO:5032281285 Fit 111(1111(1 F'flrtti1t F'I,ii (:Iw (•klitii 'Ple(ac &Add,I$$ 12412 &tew.y be. lnkvila, Ira. melee 1�«e The blowing inhumation is necessary is Cheek a bonding permit application for aonlpllance with the building envelop, revel Washington State NorxNidantial Energy Code. (tNS, no. n.a.) Congo. it Inlornletbn Required Iiiiiii OfN$ML MONUMENTS Mullane 1301-1314) n. 1 II 'OW'. YN tWI 2 ('• . E'— _.1111*( ,.Z,.:.. <Cmil,' ...-7rr 131 r;'-'r ya.. 1 11.2 r-• ANNrlrM rlaN1. • • view an roar earalaa 'sr ace am older more: NNW casino* a axle NNW: lnaieale haw NOON MO WOO* �.._.. _. 241 1711.3 arm Ina aaaeMla; 1041414•1444 i a faced bee.; India. above IN Miler k gulden M named: IlMeala IN* Om kreldaren far manry.aaa as ANN; imams mg cessalf al wasehy twill •. a. 131114 • . . . , W on swam NNW LaIMMINaI MIN wMr e1M*ee; IndelMa M1p/Mr nal (nova Own 24" 0A.', Macaw NIM imolai A Ns nal Moat yes 1 1 , 133 i.e -" 011•110 on • v 'r"" • ." klabMA slob k�wrillefi V* town wnNerr bo• Oren l� n i. .1 • 4,111 aeon "' llwaiilerwM M elite ri) 11 el : Indio* 11r kNUlaion EOM /Olin WO* W 6 N WV; Inmate .boss pride MN* NNW M O MNI . l... • wows* • -'•� aloe -r.� "' MN. pea 1 :•• 1 "r . T' T . . , an (tali eillNuU (penes OIN weiehlie odekd1MM as nMWw); MOWN N values era WPC or NOW, If vetoes are daNit Mei speak Inns MM, gluing layers, esMOoNle Mahe EN MiliII II)• -,,, J ---7,- gain amailasnt IX Mali% ceslik MN 011 *mina sell* (ponds anew eige a . 1 1 ''.^_..., mini yN Miall 'spiv verniers vapor *snare en WerT pi Ineleile new maw an reel ae1M11; — yN MaTT-7— *play. 66; "-filial. a i / ."it l '"" Alas •' Iraae VIPs al nW '-"" fitl:Ir111111 r1 �._. ..�.. 1440. ... EMI iiill'ii;a ' 111111 rill Mal lr'"" '3:T? - f_1"""'"6_.^'1Q?'_�" "_�T'irmi PREUCRIPTIVEICOMPONINT PER/ORMANC! Itlootiono 132043 or 13*34) >� «rn P ownsa1M11 /MloflMn waking* 11 ne0aeoa•y lionmd^Edyan inner► 1 oNYlld..� . ._ it "M' M Mown far airy alle0MM1, praviN eiflWlw011; PAGE:05 In the 04/12 10 :30 2000 FROM: 206 515 2428 TO: 503228128r PAGE: 8 APR -12 00 10:16 FROM:GLUMAC Ii :RNATIONAL 206- 515 -2426 TO :bd32291285 PAGE :06 Form 1997 Wahl • • SURD NOfM+slidl4 wnw Code Project Info roirnel 12112 Gateway s:. ?.oils, No. le1.a • AM Now (sae ow for ds IM ons) 4/11/00 s„cae ...s • � OroN o Woo IIYaM Anti 17404.0 �w town from ENV•UA.1. times 100 agtaOs S m9fesirtg X 100= 2.5 Of Swing o.paranont ties ...,.._.. ...-- ,.0 Concrete/masonry Option vas f e ammo we tarts w iNwnw+r. as °. OM OssWrn Flowel�.A ( 1 fwtousNA.esens. fioMr r.gwsnr.na.lot _ IP sr.srn.M lbw, �... •� App icsnl framt draws' 114e10.nsiw ._... Floors Over Unconditioned spoon Maw, A001e41: 1 »s t� owl uss Wttie, wr. mot Sbbs-on4rsde Appllcwat Photo: 301 -347 -1010 PI , 73 R.ctisnt Plows [Project Description Nair •uiklUtg p Addltlen (s Awnttion C] Chong of Use Compliance Option 0 o Conuponwat P Ponca p ptl (all Decision FlmwhoR (otmn) for 41111111/4 00006) p ENVSTD 0 g1►stemr e Mobil Space Heat Type 0 Rl.aric rssotanos • AM Now (sae ow for ds IM ons) Glazing Area Calculation itst t slow tirade wow N,.y se nabl.d in was ams Bail.nor Wow Aro N Pay w mows rd a Ow loom rowed for woe wit Tow wag Ais. - , Owen *Moline) & o ne��ddwaoe 0!I • � OroN o Woo IIYaM Anti 17404.0 �w town from ENV•UA.1. times 100 agtaOs S m9fesirtg X 100= 2.5 ...oral 432.0 + ...,.._.. ...-- ,.0 Concrete/masonry Option vas f e ammo we tarts w iNwnw+r. as °. OM OssWrn Flowel�.A ( 1 fwtousNA.esens. fioMr r.gwsnr.na.lot _ IP sr.srn.M lbw, �... ouPMwa envelops A.quImm. Ms (*near values as s00llesbis) P4aHy hera$timeeM/I woo Minimum insubrbn R•wlwl :0 Own Attic 1130 AM 01Mr Roofs Ow pro Web R-10 Mow Qrads Woes Floors Over Unconditioned spoon Sbbs-on4rsde PI , 73 R.ctisnt Plows efearimuAI U41cbn Opaque Doors 0.620 V.nical Owrwp o . 520 Ovuhsad Gluing A/srlmum WIC (a SC) WrticaVOwrhsad Glazing kM -hwlsr aafrecs' Winn" Insulation R -vaMM1 Roofs Ovst Sam14isslso Spaces• •RN.r to Section 1310 for gwMtntwns end requlr mama Notes: 011114w Colo** lMMonry WINI Rsgtalromonlo Impulsion an Inlor$0r • mwimum U•tactor Is 0.19 Insulation on enMAer or intsgrst • minimum U4seutw Is 045 M WOW etc ' few onetime /Masonry o Not woes wilt MC a 0.0 MAW Wow (Wow wells mull mrd Opaens Well rsqulron onts), Use descripYwn and volume from Table 20.5111n the Cods. W 11 Deeerlplisn (inducting fnsulwbr► R.vslw 5 po,Mlon) 1111•10.4 411111111VP•■• c.ns.ra ell 0.052 1g 04/12 10:31 2000 FROM: 208.515 2428 TO: 50322812P- PAGE: APR -12 00 10:16 FROM: GLUMAC 1. ::RNATIONAI. 206 -515 -2426 TO: 5442281285 1907 WasM 81210 Nonrse210 201 C Farm Envelope Sr►rrrrtiory .r- , ---- -- fw (.Iim,1t(. Z Orr+ 1 7 PAGE: 07 ENV SUM Pre 1.1 Project Info Addrees 1ses2 at`os. %arena, mi. fe1Y • eltw (ass over nn definiMons) '- 4 /11/00 Po—Tilubding Oepamtramant UM" —`-- swt Arm 432.0 + 17414.0 X 100 ■ 2.31 Conaete/Masonry Option Applicant Neal.: cavMd !nt.snItAsela UN. Aglow Grad. Wails pptlearmt Amrwe: 1324 4th Ave. ebb 1113, assst3., IM. 11101 AppMeant Phone: 201- 242•1010 $lab.•ol•weae tDescription New b $$ MQ 0 Addition al Alteration O Cnarps M Use Compliance Option D Preaarllows © COMponi nt Performance (bee 011cle en PIe , $ (aver) tar goat Niams) 0 CNVISTD 0 flYlisma Analysis Space Heat Type 0 swans rww.nw • eltw (ass over nn definiMons) Glazing Area Calculation New esraw orals waive OW Ims inoweee In we Gam WNW Val if they aft i Nee w.t » w+wmardto Tali • • (mush opening) Nowa a ovSMid) llootronlc woman; Mau waken are automata* tah.n hem - P41/414,1. 1. Grace Minor dawd by MI Ama times 100 musts % Glazing_... 432.0 + 17414.0 X 100 ■ 2.31 Conaete/Masonry Option 0 vas Cmia a nw if w rMe a/Mn arrl�ii peso moue se rshWrinwew tar Ms CsnawieMeahry * Orison Room mvs2 Ow rludiaaa.sna anwrwukanunma kweadr vv+wre east &wasps N.quhwnenla (enter Woe as applicable) Fully heat Veloofad apace Minimum MANN &r ama Roofs Over Aldo -30 AN drama R— Opaque MN ;*:ii Aglow Grad. Wails Plows over Unoondatened awe $lab.•ol•weae mess. '73 Radiant Plows Atla ti m um 1/4100 e Opagw Doom 0, 020 VeMeai Ota:tkmp 0 .120 A Overhead Oiling i M.ulmwn SNAC (a SC) VorticaVOsori ad Glasinp 1- SarrN•Naalar apace' Afinenum insulaeton R•vaw Roofs Ova Sen l •Hosted Spaces' w t ictbn 1410 for quaWlcalions and requimment. Notes: Opaque CanJUId* ..nry tltfall Regmdrerrteme Insulation on ktlaria • memlilmrm U•ha.r ls 0.10 Inasulat 011 OA sawia or integral • roosimum U4solor Is O,15 if project gu&IMs for Cena,MiMs.erwy Oplisn, Not walls rill He kill) OIum"P below (other walls mot meet Opagrw Wall mguMemsi N). Use desaiptions and values from Taal 204b In Ow Code. 1Als1I DaaarlNMen (mcIuding insuktMon R.ra u. a po*$on) oarsa.t. w . r MOM =IMMO 11111111111111111 i; 04/12 10:31 2000 FROM: 206 515 2426 TO: 503228128" PAGE: 8 APR -12 00 10:17 FROM :GLUMAC 1. .:RNATIONAL 206 -515 -2426 TO:5d32281285 11104 Wash • StMe Noommklo aM Cods Fonn F r1veIor)f l_JA Cal(.kll.itlOr)' (Ilrnr,itr IOrrt:1 PAGE: 08 E NV 111 wa raw Arai Pr010d Address 12102 ttatway Or. 'Mails, Ma. Mutt 002 4/11/00 Space Heat Ty . O ammo reNMarlo6 • MI cow For MuldIng Department Use Glazin . Area is % gross a dsrlor WON area 2.211 gyp. 40. od Al2x.Ta get Concrete/Masonry Option 0 Yes • No Notes: If glazing area exceeds AMMO OI$OwSd In Table, than ukulele adjusted are a on beck (dear). If Concrete/Masonry Option is wad, Target Waders, S$GC and Glazing 11.42 ba dlfbIlM than Maio batew. Refer to UM, 13.1 fbr emu, values. - Ndln. Ceetpnent List eanpenanta by assembly ID • papa 0 , ' Weldor *Area (A) • UA (U et A) awl U4ador x Ana (A) ■ UA (U it A) 0.400 432.0 1774 ~ 11 W 0.430 Plan ID 10,320 U• Plan 10 3 U■ Plan 10 1 W Plan ID 1 w Plan ID 1 Us Plan ID I Us Plan ID; 432.0 224.11a N!MM1r 016% 0.40 0.00 411•20% 0.40 0.76 '4$40% net Mewed 0,00 ; >»4d% . .nee MAW 0.00 (Me TIMM 13.1 fei Cend MMOn7 veluee)� W Plan ID: W Plan ID; U• Plan ID: U• Plan I0. RUNiL - 0+11% 0.00 .. 1.41. »1140% 0,00 1.40 •204616 not 14101010d 1.30 »304011 not 4112tH/ 1.20 6161 TaM6134 MrOaOdMMOery AMMO W Plan ID: U• PISA ID: Ua Plan 10: W Plan 10; I I ■0.430 Plan 10; u• Plan ID: U• Plan 10: 0.420 42.0 a0, • 0. •0 42.0 3 . 0,10 010 a• -. I& o.o n 1 ; R■ Plan ID. Rs Pram ID: 1 0.031 0.031 • sn ID: R. Plan 10: R■ Plan 10: a► 0.034 0.010 0 . 6 17010 , 0 1014. 1 iRoI,.o I ■ 14, 0 Ian Heinz dwell 02.0 MRS" 4344.0 333.0 aa1 i oPlan 10401tb 6a3, PlanlOaaac wail 'TUT 34!6,0 122.72 R 011 PIN IDwo•t Mall -nor 34116.0 123.3 Ordinary 0.012 3.14 MOM Mud 0.11 0,14 COAa020 00.10 0.111 C 1104 ) 0.20 040 vow Roi"Pion 'Owing wall R■l�as.wrmMan IOwt , mat 4 s wrIum 325.0 37.3 Isrur •Zb 07.3 R. Plan 10: Wig sum of Target Areas here should l Target Onto Wall Ana me bank) R° 1111110: R■ Plan ID: Nor: if insulated to levels • ulred for . y ue 44114. 110 above wish • 4 w wa11a •O1My 0.102 0.14 MIMI Mud 111 0.14 II • M ': Rev Plan 10: 11■ Plan 10; NO Plan ID: ~� 16161612 RMML OWN MNilN • . 0,020 0.010 ; 1 • an : Rev Plan 10: R• Plan 10: R■ Plan ID: 0.730 61f0 406.44 11,IWO 617.0 300.2 F■0.64 F■0.114 ..,iwi TOM 131 fee MOMS 600(.01141) 'For CMU walls, Indicate core insulation nnMrtal. T, . 40311.0 3344 . S For compliance•. T 40311.0 2246.0 i; 04/12 10:32 2000 FROM: 208 515 2428 TO: 503226126F--, APR -12 00 10:17 FROM :GLUMAC 1, .RNATIONAL 206 -515 -2426 leer Washington S is Nonresidential ! Cods Cen r� Fenn Ow sok UN TaW� 1 Sulks Mt Ani walBIWd P C: divide IOW of (IC x �) by Tali PAGE: 9 TO:: 1295 PAGE :09 04/12 10:32 2000 FROM: 206 515 2428 TO: 5032281280 PAGE: 10 APR -12 00 10: 18 FROM: GLUMAC I. .RNATIONAL 206 -515 -2426 TO: 32251285 PAGE:10 1907 WINK . - SI M NonhlidrMW E • , Code Fenn Envelope Sttrtir>>.iry (ha( k ) rani. ( Issts.ltl' lOIll, 1 F NV SUM rrll Mn, Asia 1 Decision Flowchart ,stir PreaerlpMttre Os on Use tSMs flawchart Is deeming If inject gvMIIMs 1br Me Venal PrwcrlpNve Opibn• M not. either the Component Prfoimenee or Systems Analysis Options mum be used, ttatti sMslu MN Type rem ire ammo et anr.rpl l_. Ina AMYI$ NY• ewsr*e swifts me w Ponleill t$IS: 'Mar: M omar apnea hams'rams masse pI. mid Aul, ed me s.ininn M.1. Moines awn amid MOW MINN Ilraw w.. ae.'YM le aYeVie iMINarM.. (SentinuNI M VIII i • wrNN1 ••s.1MII Obis 04,'• • ••••• •- Irea/alt fa — . yr Seri MAO rib /W kt.MMn I11.1r I msritardhz cirrwIttoods 1‘21 Plalleele 1stAosn M IW � RIOO Cpssedsraa tibl U I '0111M Q�5�p0 14i 1 1561% O ELI M t n03 12 1. 0 NV IS tit rO\ F1110/ m NNW fl1UII .1r e>~I1 Alarm worm snarl we tlllrll rsrwro. airtime M M. SIM Mall Mean MAI UMW* nsd1Ml. MI Awns ft WIN 1M trim Man ratans IMII essay e�111 1.0 1•01 el Ow rasa aM�YW 1111016114. /mamas: line pump M1 turn** Owing r�lMa. hauls N Y INN r vabrw dia�dan it 4. • • / . ,g, e.g.. ea. it, • -- • •Iliga R1f4' 44 • • , w ro.op ' N to +11flii'• me ' . t1 It tftlNa fN5' RconaMr�� rd ea sele:_ RIO Memel beim 0beta M117 t14.1 itfr 0,110 103 we l MI halm MAW belt UQ1 .._..,wtw UZ Willtevy elorwm, POD wet MD Aisrlahres 1a pupa den UQ Gel CesistAti COMM 443 law 1m no ConcretWMa$ Option Assembly Osucripticn Mow Assy.Teg Weil Nest Capacity (HC) MC" Area (of) PIC * Ares 'M Me area weighed head c a p a c i t y (HC)o( Me Mal Mows Grads well es minlinum of 9,0, the Centime Masonry option may be wed, -Fos framed wens, IMO* ,4c 1.o unless cakulrona am pr ega; (tor rob oMer webs, uN Section -:1:. 04/12 10:33 2000 FROM: 206 5.1.5 2426 TO: 503228128r PAGE: 11 APR -12 00 10:18 FROM:GLUMAC L _RNATIONAL 206- S15.2426 TO:b2281295 PAGE:ii 1004 • • Shas Noom.W.nlhl • Cods • • - Form 1 VIMIOnfNs• ON Dieing Lit components by • ID 1 1 1D; I ID: ID: la; ID: ID: lNo1e: anufmwai fs SC may be usaa in two 0� Proposal MIOC $HOC• >e Area a BMOC x A NNW, Amp I T1MO2f BMOC tt MN n BMOC x A 0.700 432.0 302.4 1,000 433.0 431.0 EfO 0:201I• • ' 1.00 ' 1.00 10;a0% . eat O&M, . as6 v30.40'11 not .Mould 0.40 hie TMM 13:1 per Cenelhae WV *IMt2a) T 432.0 302.E T 431,0 112.0 Fa : IoW a is x A shell net :ales∎ egos IauM 1MOC x A NOT!: 1907 NREC reviaiens allow SI4GC complhltve for vodka! and warhead glazing to be calculated together. The 1904 Forme required separate cakulatlons for vodka) end overhead 01eUkp. T,►rrjf•t Art.,! ,I1 ( III,III��II, ON* I.I.I 116I•11 a e NNI 61104 M • N • ens NNW ws erns (ssN INNI on UNV4U01I) sis...44 e4 mWMIus1 N.NM Is TMb 15.1, was MITI Wails * Num Is •11.11144 Use MI nsuINI5 NY. M IM TNM UA see I400 I•11uMaMfa *PM S. WWI MIS 00•Iw MN MN blows NM An0 rTnr--14 :07 11•601•6 Matt NsoN1141 NUN On wM M sWUMMMI OMNw, moils sir ANN OMNr A ws Was X MN OI.Ir1e Ann tu.w. 114) 1 40.0• " , M4st11lwn TNM OWN. M.4 + (-- 7654 "1 • ease. a / 7110•6 i s M Roofs wa ANNA _ • ENO, . AWN OIM• NNb 4003. • ywA,.. 0 T• N00MN T .1 wAtm _ • Yu AAA r.1111.• v0 OA • sworn's' NNW I NNIS P sM06M1wAn4 1 ,..._ V• MIS LIN WM. t70>f0.0 ,+. 402.0 11 A•6• 166 Is.. Nan • ICI. MI SYIMO• • r NI Moms MI, II N TNN Arms let 0042164 W4N.OW NI IM 20111 MuN small* 144410•6l611ee (w4. • NT Not wlas In NNW MN ON uw4 M 124 _pJ111 110 meet UA 202111102%66 Ills MM T.riN VG AIM 411 Total TIrMN 00 Arse we IN um II M No WNW Two POO OMMIt413s I Yew. r « Total OWIt�+� - OWN 4n sad boa INN 5*4 Tl•l AnN O1 04/12 10:33 2000 FROM 206 515 2426 TO: 50322812P" PAGE: 12 APR-12 00 10:19 FROM:GLUMAC L .RZNATIONAL 206 -515 -2426 TO:d32281285 PAGE :12 Eirrll(iir1(j F'-rmit F'I, -ii s (,h()(.kll't ,..►• 1 -- Proper Address 12402 0660.sy Dr. Tukwila, Ws. 11411141 The foiiawing informMion 1 necessary to cheer a building permit application for emplanes with the building envelOpe rpuin Washington Male NenmaideMist Energy Cole. Applicability Code (am, no, n,a,f Seaton Component Information Required GENERAL. REQUIREMENTS Sections 13014314) n. 1 r 1 r - . unmrei oiler 2010113 iaM*aa an 110111011100010 1302 - Me{ dPs% al.nttLn resist • "p1 , lee 1211.1 iM1eas woo y 1111, mow wow n roo *asp M/ cm rook Murals deamass kg -- MfMOAK Moil MOW k mow. Mrtldlt yN 1 11. ' mom** '`' ' On Na Mwlc_ tOca supine al Noel bola MOM Moo Mods sir* r* M ulsion is oroadmi; Mow iaolI. an Inoolo lent Mr rnmso y Haas as nsaa.: mrem heat moss* of nuwwy sob A, s, , 11,4 toot mammon .vslim on filer Mica* MirwMiM wed *Oh s olle : Mime woods net niw den 74' ea; IMi a* PM Inat /ego Ness l him& vs 1, 'rte- •�-- -,--r n,s. 1. .1. 1 ,.Al .... _ L 1. . l • Al. W 1 ' a NM �� . ^. rr- . r`-: '^'..tom '*• Stet i on schedule (MM11rs armirsi i 414111101s M noosomov); Ina s* s If volume w Nf11C of NINA $ Woo ark Nde1i1 Ihs11 epscNy nri Ms, gluing lows, gsr»am, Moos y.• 1313,2 ssoM arc ' a, woo nom omen oMmlo ova a math* IF . •. Woo f ,, : L r1: Os T Trr Vas rIT 111.11' 11 1r 'l.i w. • . (�+� �"r ."i'"1N:'?tl• w1 pMps/Nlsrls "" ' on wilmoirm lc vile woo 1 , mail mom 110000 MOM 0111111011, ,r nn 1, _ w.rhnwwir� t►M tote .1 .. wing . - ws.rwee no vs* 14.3 rr""'" ',sealing too PRESCRIPTIIVE/COMPONINT PERFORMANCE (Sections 132043 or 133044 Pm anal ProviNS 0000nont nonormonca woniYlw N,Mowery :...4'.... INSTO ramp 1 olio* N naoswq . M "M" * sham Ow awl gessMSA, / l*s sr/1e11wn; MAWS mints in the 04/12 10:34 2000 FROM: 208 515 2428 TO: 50322812Pr PAGE: 13 APR -12 00 10:19 FROM:GLUMAC : ERNATIONAL 206 - 515 -2426 TO:.A32281.285 PAGE:13 1 ' 7 t, t:., �..� _ ..�_ ' 1 , Coded ncc Form F NV (;NK Hi111c11rnq Pt rmit F'I,iri - (.lhN�,klitit 4/11/00 IMMO s in the l Building Department seeks .•• •—T-- MOW 01110.01. ann. 1311 Insulation 1311.1 i etMlstlen Netlhhirementi: Al tneuledon materials shat be Installed acaordng to the manufacturer's inatnicdons to achieve proper densities, maintain clearances, and 'ninon uniform R- values. To the maximum relent possible, insulation shall extend over the fUl oomponent aro to tithe intended a- vails. 1311.2 Roof/Ceiling Insulation: Open -blown or poured Ioosr• fill insulation may be used in attic spaces where the slops d the ceiling is net mom than 3112 and there is at It thirty Indies of deer distance iron the top of gm bottom chord of the truss or coiling Joi1t lo the underside of the sheathing at the roof ridge, When gave vents are Instilled, Offing of the vent openings shall be provided so as to deflect Oa incoming air above the surface of the insulation. Where flair. fixtures are recessed into a suspended or exposed grid ceiling, therodlcoking aeaemblp shat be insulated in a location Oa than dkegly on the suspended eating lsseptfon: Type IC reed raoesaed lighting *imnN. Where Instilled In wood framing, faced beltlneuledon shat be race shaped 1311,3 Wag t MUlatfen: Extartor well cavities isolated during framing shall be tiny insulated to the iwrels of the surrounding wale. When installed In weal ham hg, faced belt Inaielion shal be face stapled Above grade manor insulation shill be protected. 1311.4 Floor Irhahtbslont FNalnsulation s$eN be Installed In a permanent manner In substential naafi with the Woo tee insulated, Insulation supports anal be Instilled so spacing is not mom than t.anty•lour inches on center. Instilled Insulation shell not blodt the airflow through foundation vents. 1311.1 SIeb.On4rs s Flea: 8isb- on.grads Insulation Installed inside time fbundetion well shell extend downward from the top of the slab a mhInum distanced hvantyleur inches at to the top d the tooling, whlchawr Is lase, insulation Installed Weide the loundebon shall Wend downward a minlmurn d twentyfour inches a to the hostk►a, whlclever is greater. Above grade insulation shell be protected laospeen: Pa monolithic slabs, the insulation shaN extend downward from the top of Me slab to the bolbm of the losing 1311.11 Radiant Floors eon or below or■ra); Slab•4n•gnde Insulation shall Wend downward from the bpd the slab a minimum thorns of thlty•dx inches or downward to to tip d the footing and horizontal far an aggregate of net lass Man thittysix inches, If required by the building official where soli conditions warrant such Insulation, tha entire area of a radiant floor shall be thennaly Isolated Iran the soil. Where a soil gas control system le provided below the ardent floor, which resits In increased convective flow below the radiant loor, the rodent floor shall be thermally isolated from the aub.Ilnorgravid layer. 1312 arising and Deere 1313,1 Standard fhecediwe ter Determination of Olaaing and Door Defectors: tHecfors for gamine and doors shall be dstetmhad, csrtillad and labeled in accordance with Standard RS -31 by s cerMed independent agency licensed by the National Fenestration Reding Council (NFRC), Compliance shill be based on the Residential or the Non esiderhtial Modal Size Produd samosa used for U.facta delsmiinado production Ins units or representative d units a tilaeonsumrorcontractor. Unabated glaring be aaiphed the default U•fapa in Section 200 1312.2 Solar Wit Gain Coefficient and Iliad Ceaflktent Solar Heat Gain CC.Melant (04G determined, certified and labeled in accordance Notional Fenestration Rating Council (NFRC) 8 minified, Indapardent agency, Scented by the N Engelke: Shading coefficients (SC) acceptable alternate for compliance w pin cocoefficient requirements, Malin Malin fb for Winne shall betaken ban Chapta Standard RS.27 or from the menufect 1313 Ilehstwe Central 1313.1 Vapor Naeardefe: Vapor merlon Mal Me wino side (In wirier) of insulation n require sedan, ieee'Meni Vapor retarder Installed w than 113 of the naming, &value beim Ord listed speca 1313.2 Neeffeeillno ANMmbllw: aooaceiNng where the vefibtion space above the insulate an average of twain Inches shall be provided w retarder, esssmbiles without a von where neither tine root deck nor the rod *Wu wood, shell provide e continuous vapor rwarda eeIMe, laseplien: Vapor retarders need not where PI of the insulation Is Installed b roof membrane and tie Miucturr rod 1313,3 Wen: Wale separating eondlIoned spa unoondlbned smashed be prodded wNh s va 1313.4 Flom Floes sopending conditioned s unconditioned space shad be provided wilt a vs 1313,1 Crawl lessee: A ground cove of six m thick) bleak polyethylene or approved equal she the ground wlthln •awl spans, The ground cov overlapped Amite inches minimum at the Joists errata id to the foundation wail lasepalon: The pound cover may be woof specie if Ilia crawl space has a floor with s minimum thickness d three holies, 1314 Alt t.eakags 1314.1 Illttllifing lovelorn The requimmenM shell apply to building elements separatlte' con unconditionall some. (Meier joints ground w door thanes, openiinge Maim walls andfound wall and rod and wel panels; openings at pen utily services through welts, floors, and rook; a bu *wires ly In or i hw,rripped toplimit shell be wale leakage 13141 Olwing aced Deese: Doors and opersb separating oondabned from uncondlbned spa weathentripped. Fixed windows shell be light 1 retained by slops with 'aslant or mulling ail ar k ceptient Openings that are require resistant 1314,3 @aiding Assemblies Uaed as Ducts o Building assemblies used as duds or plenums caulked, and gasketed to lime air kaki** i8 01 04/12 10:35 2000 FROM: 208 515 2428 TO: 5032281285_ PAGE: 14 APR -i2 00 10:20 FROM :GLUMAC I RNATIONAL 206 -515 -2426 TOs 42281285 PAGE :14 11 WS7 washington Star Nonresidential Emily Code Cempllan os Form ter d*rminations shell be ntaIve d units as purchased by labeled glazing and doors shell r fn Semen 2 iol•M end Shading oeMcient (SHGC), shall be d in accordenar wtlh the ouncll (NlIRC) Standard by it lanced by the NFRC, ce@Alelents (SC) shell be an r cemplience %NMM solar heat merits. Shoran° cosfMdents en from ChspNr 27 of m the manufacturers met data r Mader* Mail be insisted on laden as requital by this rder Metalled with not mere I tSevalue batman it and the lees Moot/ceiling aseembli s w psi ifauiellen is Isle Men sit be amide/ with a vapor a without a vaned brapace, r the roof structure @remade d vapor► retarder with laded Idea nerd not be provided lien b Insrl•d bMw•sn the • elructurel rod deck oenNMon•d specs bom feuded with a vapor Weldor. ng oondllon•d spa from retolded WIN a vapor Mantic d cover d sot null (4008 inch roved equal shell be YId over . The ground owe shall be um ai the (olnm and shall d cover may be omitted In wl space ha . concrete stele Mimosa d Wrr and one-hell e require rawde d this section jM�s arson. woilewe and wale and fou daion, between embed M Presons d are, and rook and ell dhar fie s caulked, on and operable gluing eondtbned spoon @hail be e eIMN ttd tlOhl (Ming wive Goss I c.di+ng ewer around that are required to be fire end ee Wee et Plsewnts: ohs or plenums shall be emoted, it leakage MAR -15 -2001 THU 09 :26 AN PACIFIC RANIER ROOFING FAX Date March 15, 2001 Number of pages including cover sheet 3 To: Hainan Construction Co. Phone Fax Phone T' a?�'6 CC: FAX NO, 2083634811 P, 01 From: Pacific Rainier Roofing 10735 Stone Avenue North Seattle, Washington 9*1334996 J. Scott Nielolson Phone (206) 367 -2S25 Fax Phone (206) 363.4811 1,1 '1 \1.1. ❑ Urgent cg For your review Q Reply ASAP Q Please comment Pacific Rainier Roofing MAR 15 '01 BRANDIN VINCENT GARRISON WINN PETERSON, S MARGIN et 'OWN. t Rttlfff<LO MAUSSIIARO1 OLSG`f p: 0: I�i06 tp: MAR -15 -2001 THU 09:26 AM PACIFIC RANIER ROOFING FAX NO. 2083634811 P. 02 PACIFIC RAINIER ROOFING, INC. 10735 Stone Avenue North Seattle, Washington 981334996 Phone (206) 367 -2525 Fax (206) 363 -4811 223.01- PA- CI- FR -R24 8LC March 15, 2001 Hoihnan Construction Company 1200 Westlake Avenue North, suite 200 Seattle, WA 98109 Attention: Paul Santulli Reference: Roofing Code Approval Dear Paul: The roofing system installed at the MCI Building in Tukwila is in compliance with the specifications, specifically UL Class "A" and FM 1 -90. Please review the attached Firestone document which shows that the .060 LS -FR RubberOard System installed over any thickness insulation (2.1 and 2,0 utilized) over a combustible deck (wood) with a slope of %" minus per foot yields the A rating. Let me know if you have any additional requirements. Thank you, 1. Cott Nicholson JSN /c1 Encls. 9411*4d3►14 °r�=wr'r MAR -15 -2001 THU 09:26 AM PACIFIC RANIER ROOFING FAX NO. 20R3634811 Fully Adhered .040 or .010 LS-FR Rubber Gard System (adhered w/IA -2004 or WBSA) Desk NW OW Rating afwnrtf Remarks UL tteme NC 3/4 A Insulation: Firestone FiberTop 0,0,S or S (min. 1/2') over Firestone ISO 95+ 01., any thickness A, FA, 88 NC 1/2 A Insulation: Firestone ISO 95+ 01., any thickness see UL FA header A, FA, 89 C 3/4 A Insulation: Firestone fib ff op B,C,E or 8 (min, 1/2') oust Firestone I80 96+ GL, any thioknMs see UL FA header A, FA, 88 0 1.1/4 A Barrier !laird: min. 1 /4' Georgia Pears aGens•D.ck• sea UL PA header A. M, 127 0 1/2 A Insulation :F'irestone l o 95+ L. any thickness over I W,Mr Board: Mil. 1/4" Oeortia Pacific'Dens•D.ck" We UL FA header A, FA, e9 \• `;�,' "� "' ' ;. , ,.: FvPy'Adhered .04 Or .0110 FR RubbsrGard System � {. • „, ;, . . ,,;,,, . •',;,: .,.(adhired W/SA•2004 Or WsRA) pint �� '. j1iMI1j'' Auitliitltllly • Ilerttsrke UL Name NC 3.1/2 A Insulation, min, 1/4 GeorplmPecIAo Oens.Deck • ov.r Firestone 190 96+ GL, any thickness A, PA, 21 P40 0 A Insulation: Firestone Fib.u?op B4,3 or 3 (min, 1/2') owe PIrN;onto 110 no GL, any thickness see UL FA header A, PA. 14 NC 1 A IMulatton: Firestone ISO 95+ Gt., any thlckneu A, PA, 08 t ,,','r yl�ully Ae�Mrod Q!16 or "0A0 RubbsrGard MAX sums.. , ( dhihtl w/ SA•2004 or WBAA) '•1 { Il�rtr AsMtltbl� "ill". (Jt. Nei 1 1 NO 1.1/4 A Ineu sdon: Fkeetone FlberTop A,C,R ar S (min, 1/2") owr Fl (s$one It3016. t3L, any thiokneae A, PA,127 NCIMUlation: 1.1/2 A min. Georgia Paciflo'Dens•Deck' our °h um* 180 as GL, any thickness see UL FA header A,PA,30 NC t/Z A Insulation: Firestone 180 91s GL, any thickness A, FA, 12I 0 1.1/4 A Insulation: Firestone FiberTop B,C,E or 8 (min, 112') over Pireetorte Ia0 96+ QL, any thickness a1N1r Berner Bard: min. 1 /4.Oeorpis Pacific 'Qens•Deck' sea UL PA header A. M, 127 0 1/2 A Insulttllont Firestone ISO 95. GL, any thickness over Barrier Board: min, 1/4• tieorgla Pacific'Qens•Deck' sae UI. FA header A, FA,126 11111111111 P.03 1 ONr (li iPRk 11(,A111) 1-1'0M ,,1, a „... 0 .,..,, 200!1 if Ir11 k) X1,,1& ' 11 .n „I, ,r 3F Group Maakeaets, Incorporated Architecture Interior Design Land We Planning Group Mackenzie Engineering, Incorporated Civil/Slructurel Engineering Trensporietlon Planning The tradition a( Mgckensie f nain.erinv and lyackensie /Salta continues. April 14, 2000 City of Tukwila Building Department Attention: Bob Benedicto 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 96188 Re: MCI WorldCom Tenant Improvement Reroofing Permit 12682 Gateway Drive, Tukwila, WA 98168 Group Mackenzie Project 0990346 RECEIVED HOFFMAN CONSTRt1C;Ytr)n. APR , ► JEAN STILE....... OFFICE MANAGER Dear Bob: Attached are construction documents for the proposed reroof of the MCI WorldCom tenant space at the above location. Included are the roof plan, details, specifications, and energy calculations. The existinf building is construction type VN and the existing roof is comprised of W oriented strand board declung, built -up roofing, and bast insulation at the underside of the deck. We are proposing to mime ly 31,000 square feet of the 70,775 square foot exist' roof. We are proposing to demolish the built -up roofing completely down to the roof dock. Also, we are demolishing the existing bait insulation u a part of a previous Tenant Improvement Permit. The new roof assembly will be comprised of a vapor barrier, 3/6" gypsum Bbssglasa deck board sad R-30 rigid insulation mechanically fastened above the existing se oriented strand board roof deck. The new roofing membrane will be Firestone system 100 RubberGard EPDM LSFR, single ply, 60 mil, f * ly adhered, and UL listed. The roofing achieves a Class A rating, which is above and beyond the Clus C requirement for a Typo VN construction, "B" occupancy. We are providing a curbed transition between the existin, built-up roofing to remain and the now MCI WorldCom tenant space roofing. We will be tying into the existing roof drainage system u required at two new scupper locations. NOTE: Those modifications to the existing building shell are currently being negotiated between MCI WorldCom and the building owner for formal "owner's approval." Wyatt have any questions or require tauter information to assist you in the approval process, please do not hesitate to call. Sincerely, , Richard J. tchell, AIA Vice President nnitchtllc grpmack.com BEB:RJM/wp Attachments c: Tamio Fukuyama, Brad Bane, Dawn Woods - Group Mackenzie Cade Lawrence, Man Olson, Tom Peterson, R.J. Demers, Paul Santulli - Hoffman Construction Grog Roberts - MCIW MIz000-084 IMPROJECf81990346WWPODI3LI.SK e") PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI2000 -084 DATE: 4 -18 -2000 PROJECT NAME: MCI WORLDCOM SITE ADDRESS: 12682 GATEWAY DRIVE _ X _Original Plan Submittal Response to incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: MA- Builplyision Fire Pntion c Public Works J Structural ❑ Planning Division Permit Coordinator Q'ERMINATIOK OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 4 -20 -2000 Not Applicable ❑ TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: AP, ROVALS OR CORR(CTIONS: (ten days) Approved ❑ Approved with Conditions REVIEWER'S INITIALS: DUE DATE 5 -18 -2000 Not Approved (attach comments) ❑ DATE: CO C ON TE NATION: DUE DATE Approved E Approved with Conditions L__. Not Approved (attach comments) E REVIEWER'S INITIALS: DATE: VILIOUIIPOC PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI2000 -084 PROJECT NAME:. MCI WORLDCOM SITE ADDRESS: 1.2682 GATEWAY DRIVE XX Original Plan Submittal DATE: 4 -18 -2000 Response to Incomplete Letter # Response to Correction Letter # # After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention ❑ Planning Division El Structural ❑ Permit Coordinator El DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: TUES /THURS ROUTING: Please Route ❑ Structural Review Required Incomplete El DUE DATE: 4-20 -2000 Not Applicable El t - roc) cite rove c�-�- l^,�,� w•'i �� E1No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR REC IONS: (ten days) Approved ❑ Approved with Condition N4). REVIEWER'S INITIALS: CORRECTION D ER N TON: Approved ❑ Approved with Conditions REVIEWER'S INITIALS: sem DUE DATE Not Approved (attac DATE: 5 -18 -2000 comm • nts) ❑ DUE DATE Approved (attach comments) E DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI2000 -084. DATE: 4 -18 -2000 PROJECT NAME: MCI WORLDCOM SITE ADDRESS: 12682 GATEWAY DRIVE, aid Original Plan Submittal Response to Incomplete Letter # ,Response to Correction Letter #� Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural ■ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Incomplete Ej DUE DATE: 4- 202000 Not Applicable El TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review ' quir d REVIEWER'S INITIALS :i! t DATE: o S PRP OVALS OR CORRECTIONS: (ten days) Approved El Approved with Conditions ❑ REVIEWER'S INITIALS: CORRECTION DE E M N ON: Approved DUE DAT6_5 -20OO Not Approved (attach comments) ❑ DATE: Approved with Conditions E REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) E DATE: VitiOUICPOC SPA DEPARTMENT OP LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL .„, .,t, ..... )66611.7410 omi,og ,� .: ► • ': r''1ft1 �t 1 0• EXP .DATE .'ti 00106/01/20001 #, ! xt :° Q(03/1984 ; HOFFMAN CONSTRUCTION CO OF WA ATTN: DEBBIE BRIDGES PO BOX 1300 PORTLAND OR 97207 14113,1152.11110 (14/971 Minch And I)ipIny ('rulilcnlc REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIBT. $ EXP. DATE CCO3 ' HOFFMCC164NC 06/01/2000 EFFECTIVE DATE 08/03/1984 HOFFMAN CONSTRUCTION CO OF WA ATTN: DEBBIE BRIDGES PO BOX 1300 ;' ' PORTLAND OR '97207 L.Signowto Issued by IMPARTMENT OP LAIIOR AND INDUSTRIES Please Remove And Sign Identification Ciu'll 13c1 i)ru Placing In Billfold 1'h2S02'1NN11N197)