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Permit MI2000-162 - FATIGUE TECHNOLOGY - REROOF
FATIGUE TECHNOLOGY INC M12OOO -162 City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MISCELLANEOUS PERMI T WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: Address: Suite No: Location: Category: Type: Zoning: •Const Type: Gas/Elec.: Units: Setbacks: Water: Wetlands: Contractor OCCUPANT OWNER CONTACT CONTRACTOR kkkkk** *.4 •A 02240 -0050 401 ANDOVER NSER MIS CPERM TUC 001 North: N/A E .0 South: Sewer: N/A Slopes: N License No: MCCARBCOOOJO FATIGUE TECHNOLOGY INC 403 ANDOVER PK E, TUKWILA MAIL-WELL CORPORATION 222 N LASALLE, CHICAr0 IL JEFF JEFFERS 777 1016 AV NE #400, BELLEVUE MCCARTHY BUILDING CO 1341 N POCK HILL R0, ST LOUIS MO 63124 4 -4 * •4 4 4 -4 -4 4 4 4 .4 4 k k 4 k 4 4 k 4* 4 k k 4 4 •4 4 -.4 -4 4 4 4 -4 * 4 4 4 4 4 4 4 -4 4- -4 EXPIRES, Permit No: Status. Issued: Expires: Occupancy: UBC: Fire Protection: East: .0 West: WA 98188 WA 98004 MI2000 -1 62 ISSUED 0L/04 /2000 01/31/2001 WAREHOUSE 1997 .0 Stream.:: Phone: Phone: 425-889-3816 k44*4 44**k*- 8444***44*44144 4•k Permit Description: RE -ROOF EXISTING BUILDING TO BE DONE WHEN THE ROOF FOR THE NEW ADDITION IS BEING DONE (PERMIT D2000 -226) 4 4. 4. kk•4_4.494444-4-4*4444*44*'44kk 44kkk4 444444444-444444 444444 k4kkk4444.4.*44--4Ak* 44444444 -411 A Construction Valuation: $ 293,000.00 PUBLIC WORK: PERMITS: *(Water Curb Cut /Access /S 1 dewa 11, /C S : Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversized Load: Sanitary Side : t!wer : Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Meter Permits Listed Separate) Eng. Appr^: N N No; `ize(in): .00 N N Start Time: End Time: N Cut: Fill. N N :tart Time: End Time: N No: N Private: Public: N N N Private; Public; 4444'* 4k4kkkk4k44k4Akkki 'A4.444444A444A4Ak4A444A4A4AA TOTAL DEVELOPMENT PERMIT FEES: 5 * k*k kk** k A k* k* k ** A k4 4 k k k 4 4A k kA A k k A 4 k k Permit Center Authorized Signature: 4444444444444444444444444 444444 1,656.75 k k 4 A kAn4 4 4 4 8 4 4 4A A' 4 4 4 4 4 4 4 4 4 4 k 4 4 k A 4A 4 4 4 4 4 4 4 4' Crete: I hereby certify that I have read and e. mined this permit and know the some to be true and correct. A 1 1 provisions of law and ordinances governing this work will be complied with, whether specified ied 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 p 'nrit Signature: Print Name: Gate::! .,__ This permit shall become nu11 and void if the work is not commenced within 110 days from the date of issuance, or it the wort-. is suspended or abandoned for a period of 1180 days from the last in$pec•tion. Address. 401 ANDOVER P SUiLe: Tenant= Type: MISCP RM tsar cel il: 022340-0050 4 'Jl * ik •k. & k A k k •k •k * k k •k 'A k •k •k k •k A, Permit Conditions: CITY OF 1UKWTLA Permit No MI2000 162 Status: issUt:i App led: 07/11/2000 Issued: 08/04/2000 **A k* A*** A*• k• kk• k •kkk *•kkk•kkkA:A•kkkk• *A *k * *-A* Akk *• * * *kkk•A 1 ; No changes wi 1 1 be made to the plans unless approved by the Engineer and the Tukwila, 13.01ding_ i)ivis ion, A statement from the. r+of1n± .contractor va.r.i.fying fire ;retardant class of; roof wi 1 l be required pr.t'o;r~ i:o f i na 1 Inspection (see attached• procedure?, : A11 construc - on to be One to ronfOrrnar,ce, wi.t;h approved JO 1 ans and rre.qu i reniei t.s :Of 'the Un i forr Ilui 1 d i.6g Oodt# :.' (1997 E:ci t ti on) (W mende.d Uri 1 farm. ;Turban l• oa l Code ; {'1.997 t" d i t~ i on) , and Wash 1 r gton `State E:ncr''Uy ,COtiie (107 -c:d t t.p of pe��m1 t:. The t ss- iiarrr p: of a per4in i t ors 0p0roVa`1 , of lans1 - ec1f I6atlairs, and cdinputatiorrs shal1 not tic `con truo'ct t} o. be a perm tt = -fir or an approvtrl of`, `any°`Vi•ol�atiu'n; . f e y'+er f he prow is ion ` s o f the 1ru i l d i rig code or of any tl ott .:or lrience of the lur 1 d1 cti ion. No perms t pr•esuring to giv'o:.outhority,`• to - vIu1ate or�•t;c:ance the provisions of this Co- �'e.5tte�1;.1 -. be .µ va 1 1 d, . A1'1 :` ermi t:s, .inspect;ian `theuords, and apprs)ved plans shall , be Avall able at ; =the Job s i to { rlOr' to tlre start of ►ny' can.. 's rust icin. These document A are to be and into i ned and avu i 1.. eb) i 0nttKi final inspe.ct;.ion,.s ppr eVa is granted, r . • • . Permit No: MI2000-162 Project Name: FATIGUE TECHNOLOGY INC Address: 40) ANDOVER PK E Suite: CITY OF TUKWILA REROOF CONDITIONS THE FOLLOWING CONDITIONS WILL :APPLY TO RE-ROOF .PERMITS: .1, All re,'1400fin4 Orolects will be accomplished in coMpliance with Appendik Chapter 15 of the Uniform Building Code (UBC), • Inspections k:44iew-SrOof coverings shall not be applied without first, i,,:ioktaining:a pre-roofing inspection from the Building ki!DiviSion and written approval from the Building Inspector. JA The, pre-roofing inspection shall pay particular attention to evidence of,accumulation 1)1 water. Where extensive ponding of water is apparent, nn analysis of the roof structure for compliance with Section 1506, UDC, shail be made and * corrective measures, such AN relocation ol roof drains or • stuppers, resloping of the roof or structural chonflost shall be aecompliShed. An inspection covering tho above listed tepid% prepared by a qualified special inspector, as 4t. determined by the Building Official, mdy b* accepted in lieu *=-? --of the:pre-inspection by the Building Inspector, 0; A final inspection and approval shall be obtained from the Building Division when the re-roofing is complete, 'AS 4 condttlon of the final inspection for roofs that require a retaPdant roof covering under the provisions of Table 19V7 UBC, the roof installer shall provide the InspOtor with 4 written statement indicating the following (ur some,th ing s imilar) 'I HAVE INSTALLED A ROOr,MEMORANE ASSEMBLY; INCLUDING INSULATION IF APPLICABLE, CONSISTING OF -(MANUFA(.TURER), SPECIFICATION # DATA SHEET ENCLOSED, WHICH MEETS 'OR EXCEEDS THE REQUIREMENTS FOR CLASS A OR Coss D ROOFS, THIS ROOF WAS INSTALLED AT (ADDRESS), UNDER CITY Or TUKWILA PERMIT NO. (The statement shall include the name of Lhe roofing company that installed the roof, signature of installer and date. ) SCI T Y OF T 'KWI LA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 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. Project Name/Tenant: Description of work to be done (please be specific): P.E.:p.o0E-ttA op ex6rt Value Construction: 00 3106D �z k & - e lots --f 1 Nc Site Address : '.O A.. tr • 4 MA& Ci State/Zip: — I At. Kt:: City State/Zip: -W1 LA) ■1\14. Tax Parcel Number: O Phone: ( ) V c z 7_o I C Fax #: ( ) 2 431 g5l e Property Owner: . C li35 * POWE:11-r(SS L.. Street Address: (b0 .06440c)\f . V- ' `tn Contractor: Phone: ( _) Street Address: City State/Zip: 315b FLictsArlOs PoybcavvoS 50600,5 Fax #: ( ) 44-a. ►�aso Architect: rites PCH1 t(S -rtv r City p srat Phone: 4 8 .... 4,70a 4� ga I kress: m 6 Street Ad�7_01� �a�= 4?s 0 Standby Engineer: i� l 5� I � S Phone: (e, 8.):7 �.� Street Address: a- City State/Zip: Fax #: ( ) .S 8a-1 • �g Contact Person: t TS Phone: (��, 6� j g1,(:) Street Address: City State/Zip: Fax #: 4,..Leia.84((6:, _ MISCELLANEOUS PERMIT REVIEW AND APPROVAL RE VESTED: (TO BE FILLED OUT BY APPLICANT) Description of work to be done (please be specific): P.E.:p.o0E-ttA op ex6rt f Will there be storage of flammable/combustible hazardous material In the building? ❑ yes 14 no Attach list of materials and stern a locution on separate 8 1/2 X 11 n er lndlcnNn uantltlns & Material Salm Data Sheets U Above Ground Tanks alAntennas/Satellite Dishes Bulkhead/Docks Commercial Reroof ❑ Demolition ❑ Fence hnufactured Housin •Replacement only ❑ Parkin • Lots ❑ Retalnin: Walls Ten_.2.02.71:2s2icap Tree Cuttin APPLICANT RE VEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS Channelizatlon/Strlping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt N ❑ Water Motor /Permanent N_,__,_ ❑ Water Meter Temp M ❑ Miscellaneous Curb cuVAccess/Sldewalk ■ Fire Loop/Hydrant (main to vault)N :� Size(s): ❑ Land Altering: 0 Cut cubic yards 0 FIII cubic yards 0 sq. ft.grading/cloaring ❑ Sanitary Sitio Sower N: ❑ Sower Main Extension 0 Private 0 Public ❑ Street Uso ❑ Water Main Extension 0 Private 0 Deduct 0 Public Shots): 0 Water Only Size(sh Sluts): Est. quantity: gal C Mnving Oversized Load /Hauling Schedule: MONTHLY SERVICE BILLINGS TO: Name: Phone: Address: City /State/Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER METER DEPOSIT/REFUND BILLING: Name: Address: City /Sta e/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. D - IIcat ccept • Date pplic tl expi gob r_ App ati nitials) 9/9/99 mbcpmr.doc IIIEMISSEMIIIMIN Dp , ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN S"'• ". ..�., y. 4. - '•�`' BUIL'DING .SITE .PLANs AND UTILITY PLANS ARE TO BE COMBINED D ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT )* STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER D CIVIIJSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) ❑Above StIMII APPI I( AIION AND RF(1tJIREI) ( IIE( KI ISIS 10 K PERM!! REV1FW Submit checklist No: M -9 Ground Tanks/Water Tanks - Supported directly upon grade exceeding 5,000 gallons and a ratio of height to diameter or width which exceeds 2:1 ❑ Antennas /Satellite Dishes Submit checklist No: M -1 0 Bulkhead /Dock Submit checklist No: M -10 ❑ Commercial Reroof Submit checklist No: M -6 ❑ Demolition Submit checklist No: M -3 ❑ Fences - Over 6 feet in Height Submit checklist No: M -9 ❑ Land Altering/Grading/Preloads Submit checklist No: M -2 Miscellaneous Public Works Permits Submit checklist No: 1-1.9 ❑ Manufactured Housing (RED INSIGNIA ONLY) Submit checklist No: M -5 ❑ Moving Oversized Load /Hauling t;.t..t.• Submit checklist No: M -5 ❑ Parking Lots • . Submit checklist No: M4 ❑ Retaining Walls - Over 4 feet in height Submit checklist No: M -1 ❑ Temporary Facilities Submit checklist No: M-7 ❑ Tree Cutting Submit checklist No: M -2 ❑ Current 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 ". Bending Owner /Authorized Agent If the applicant is other than tho owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from tho, property owner authorizing the agent to submit this ermit a. •Ilcation and obtain the •ormit will be re +uired as •art of this submittal, I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PER JURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING • WNER OR HORIZED AGE, - Signature: Print /1dc�r ,��r'� "' name: MrArlIMAP.4r• s: : - e .. - , O • r, r -;7-47: l ~� Date: -7 00 Phone: l tp "' �. B336 Fax H; P& Ci�_ _' I City /State/Zip; l..I.�EVI} �r i W t�' se � ' .e 9/9/99 ndacpaif.uc 9 40044 ** * * *' *Pei *' *A* * * *!ff44 11rSt*rrit 1 *444,4*4441, 54***111 *#e“ 144** 1TY firs TUKN/LA, N A titAi1SM17 4* Al41*l kiNd*** AkAl k±l t4*th**44 * *l :i*A#4 ***stitAt i(44 •444**4il*44,04.444 *#4, Y,RANSMIT Nu>sb ►r~i R98003 4Amadni:: 115.56 09 /O11;uO 11:55 1440nt:Method: CHECK Not tiont t113V !"UPPOPATION /hits ULH .. . _� _ _ .... _� �. .. .... .......� v. r ..... r .r r r , . i v a l • • • s ' ." r r � • r .� Y rl +� • • e • M .• M .M :4 • -. • • of i • .► • •■ w •. . • 40 • • • • • Mae N • • .f J .. P r•m It ,P1c, M2000••162 Type E1 f «ECM MECHANICAL PERMIT Par :M1 : No: '/36060.025 i�4 Addr s ss 12723 41 AV S Total Foos: 115.36 M i ii Payment 115.56 Torte t ALL Pinto: 1 15.56 itriletncol .00 4A*14*4 *0***4“4***« A*#s* A 4** *4*dry414i'04**4d**Ala6**A43 A * * ***+1*4**** Ac' OIIn t 1:04 0# Otto Cr• i p t i On Araouh t Ow." saecto I'LAN CHECK •• RE5 23.11 000/322.100 MECHANZI'(4t. - NIS t)2.45 ••«u au eia .ia. R «t•M1RR- R1MM.••..:'3.*.F•4•uAOIL Mrs ••ifN.■••It•a. i,R+-64M••010/ ea Ns •14* ■ as* Mira et, 1R 4344.1..- 7780 09/11 97,/0 TOTAL 2963 07 1 ig INSPECTION RECORL Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98186 1 Pcco -KR PERMIT NO. (206)431 -3670 Pr • joct: eL..�1,� , .�; • e o Inspection: �,! q f00. Address Date ca rx,-�""" t mosraffe. iiiimi._.iiiimilimliiirillimillmir ______ Sp cial Instructions: Date wa ,5, ,„ , Cm.` p.m. Reque ter: • Approved per applicable codes, fJ Corrections required prior to approval. COMMENTS: �MMI •, ,. MIIMMOMMIN : -)P rin t t mosraffe. iiiimi._.iiiimilimliiirillimillmir ______ 0§ 01 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd, Suite 100, Cal) to schedule reinspection, Receipt No: Date: INSPECTION RECORC) AA 1 7„,300- It Retain a copy with permit -INSPEC1ION NO. PERMIt NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -36 0 Project: T, p. •f Inspection:(' A 0 ress: _ i 41v-it 64 (� C.., Date called: '> 2— 0 4 • Special instructions: Date anted: a.m. .m. Requester: Phone: O€•- Ct - (11 - t © Approved per`applicable codes, COMMENTS:, • Corrections required prior to approval, Inspector: Date: p $47.00 REINSPECTION F' REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100.' CaII to schedule reins'ection. Receipt No: Date: INSPECTION.RECOR Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Mt-2000•I621 PERMIT NO, (206)431 -3670 projeatAll 670E... Ty fArtion 0 2Itst: , A PC, Date called: Special instructions: Date �.� 1,'► 0 R a .,m, (y� R ' • %f t ' : LA, Phone: - Approved per applicable codes, Corrections required prior to approval. COMMENTS: , ' p $47.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins • ection. Receipt No: Date: t fH r:r City of Tukwila Project: Fatigue Technology 401 Andover Park East Tukwila, WA 98188 Service, Quality, and Integrity Since 1972 9 I!O March 23, 2001 SQI, Inc,, installed a new roofing system on the low slope roofs of the existing structure and the new addition of the above project. The system was a Malarkey modified system M3 -MI -BBB -H over rigid insulation that meets a Class 'A' roof classification, The roofing was accomplished between September 2000, and February 2001. teven D. Gardner Protect Manager RECEIVED MAR 3 0 2001 BUILDING DEPARTMENT ROUTING SLIP OAT Kt PM PR SUPT ACTION PILL 13718 32'/ Ave, N.E. - Seattle, WA 98125 • (206) 363.0115 • (206) 363.0214 • 8Q•I'• "•'284 MR WBE • I . INC. ijf r ` Service, Quality, and Integrity Since 1972 iV 9' lip March 23, 2001 City of Tukwila Project: Fatigue Technology 401 Andover Park East Tukwila, WA 98188 SQI, Inc., installed a new roofing system on the low slope roofs of the existing structure and the new addition of the above project. The system was a Malarkey modified system M3 -MI -BBB -H over rigid insulation that meets a Class 'A' roof classification. The roofing was accomplished between September 2000, and February 2001. teven D. Gardner Protect Manager ROUTING BLIP DATItt RECEIVED MAR 3 0 2001 BUILDING DEPARTMENT PM Pg SOFT ACTION FILL 13718 324 Ave, N,E, - Seattle, WA 88125 - (206) 363.0115 • (206) 363.0214 - SQ -IA - "-' 284 MR WEE July 17, 2000 City of Tukwila Steven M. Muliet, Mayor Department of Community Development Steve Lancaster, Director Jeff Jeffers C.N.A. Architects 777 -- 108th Avenue NC, 11400 Bellevue, WA 98004 RE: Letter of Incomplete Application #1 Development Permit Application Number M12000-162 Fatigue Technology Inc 401 Andover Park E Dear Mr. Jeffers: This letter is to inform you that your permit npplicotion received nt the City of Tukwila Permit Center on July 11, 2000 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. >lullding 131v„ lelnn: Ken Nelsen, Linos Examiner, at (206) 431 -3670, if you hnve nny questions regarding the following: I. Provide n roof pion and sito pion. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires ndditionni reports or other documentation, please submit two (2) copies of ench document. In order to better expedite your resubmittoi a `Revision Sheet' trust accompany every resubmittni. I have enclosed one for your convenience. Revisions must be made in person and v1ll not be accepter/ through the mail or by a messenger service. If you have any questions, please contact me at the Permit Cent©r nt (206)431 -3672, Brenda Molt Permit Coordinator enel Pile: Permit File No. MI2000.162 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.366S Fatigue Technology, Inc. 'c:NA Architecture Group -1137 SECTION 07550 - MODIFIED BITUMINOUS MEMBRANE ROOFING PART 1 - GENERAL 07550 -1 MODIFIED BITUMINOUS MEMBRANE ROOFING 1.1 SUMMARY A. Section Includes: 1. Modified bitumen roofing system. 2. Base flashing. 3. Roof deck rigid insulation board. 4. Installation of sheet metal fleshings. 5. Walkways. 8. Related Sections: 1. Section 08100 - Rough Carpentry: Wood nailers, curbs, cants, blocking, and wood - based, structural -use roof deck panels. 2. Section 07820 - Sheet Metal Fleshings and Trim: Copings and metal fleshings. 3. Section 07720 - Roof Accessories: Prefabricated roof curbs, smoke vents, and roof hatches. 4. Section 08820 — Plastic Unit Skylights 5. Section 08830 — Metal Farmed Skylights d. Division 15 Section for roof drains. 1.2 SYSTEM DESCRIPTION A. Membrane: Styrene - Butadiene - Styrene MS) modified asphalt elastomer membrane over Insulation board on steel deck and nallable roof deck. 1. Composition: Three ply consisting of one base sheet, one ply felt, and one layer of cap sheet. 2. Application Method: Each Layer hot mopped to previous course or layer, B. Insulation: 1. Flat rigid board thermal Insulation applied In multiple layers and mechanically fastened to steel deck. 2. Insulation Thickness: As required to provide thermal resistance value of R =21, based on aged value for each Insulation layer as determined by ASTM C 818 In accordance with six-month conditioning procedure outlined In RICITIMA Technical Bulletin 281.1, and excluding the thermal resistance properties of the cover board overlay. C. Wind Resistance: System that has passed Factory Mutual (FM) Uplift Pressure Test of 90 pat uplift pressure for one minute and bears FM Class 1.90 Windstrom Classification. D. Fire Resistance: Roof assembly shall comply with UL Fire Resistance Design Indicated In Drawings, with assembly rating of 1 Hour or higher, Incorporating UL tested and listed Class A <Class B» roof coverings. 1.3 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: Manufacturer's specification manual, identifying system and products to and including application instructions. 1. Product specification sheet for each roofing component in the system. 2. Applicable flashing details. C. Test Reports: Submit proportionate material test data. 07/07/00 MT20�MZ be used RECEIVED CITY OF TUKWit.A JUL 1 1 2000 PERMIT CENTER BUILDING PERMIT ' ;; Fatigue Technology, Inc. CNA Architecture Group -1137 07550.2 MODIFIED BITUMINOUS MEMBRANE ROOFING D. Certificates: 1. Evidence of acceptance of roof applicator by roofing system manufacturer. 2. Letter from applicator required for quality assurance. 3. Certify asphalt for full compliance with requirements for proper type as listed In Table 1, ASTM D 312, identifying EVT temperature, finish blown temperature, and flash point. 1.4 QUALITY ASSURANCE A. Roofing Materials and Fasteners: Conform to applicable standards listed in UBC Chapter 60, Part II. B. Membrane Quality: Roofing system design using the products specified that meets the specified manufacturer's criteria for a bondable roof of same or longer duration as specified for roofing warranty shall be the job standard as if printed In full in this Section. C. Manufacturer Firm furnishing primary products, including each type of roofing sheet, bitumen, and composition fleshings shall be capable of providing required label services. 1. Obtain primary products, including ply sheets, base fleshings, and cap membrane, from a single manufacturer. 2. Provide secondary products as recommended by manufacturer of primary products for use with roofing system specified. D. Approved Applicator: Certification from manufacturer that roofing contractor Is prequalified as an approved applicator of the manufacturer's modified bitumen membranes. 1. Provide letter certifying firm Is experienced In the application of modified bitumen membranes and is approved by manufacturer to Install an NDL (No Dollar Limit) warranty membrane. 2. Firm licensed and insured to minimum of $500,000 liability, 3. Firm In business longer than five years. 4. Provide a written warranty on firm's letterhead, signed by the firm's president, that they are responsible for repairs at their own sole and exclusive cost to maintain the roofing In watertight condition for a minimum period of two consecutive years should the cause of such repairs be improper workmanship, 6. Provide full time supervisor while roofing application Is In progress. E. Pre - installation Conference: 1. Conduct pre - Installation conference attended by Architect, Owner's representative, roofing manufacturer's technical representative, roofing contractor, and other trades affecting roofing installation. 2. Review Job conditions and measurements, materials, and scheduling, 3. Provide at least three days prior notice for the meeting. F. Proportionate Material: Material confirmed by lest data from an approved Independent testing laboratory confirming physical, chemical properties, thickness and tensile strength are equivalent to properties of specified materials. 1.5 DELIVERY, STORAGE AND HANDLING A. Identification: Deliver materials to site In original, dry, and unopened packages bearing manufacturer's label identifying catalog number, product description, manufacturer's name and location, 1 Each package of mineral surfaced roll roofing, modified bitumen, and built-up roofing ply materials shall bear the label of an approved agency having a service for the inspection of material and finished products during manufacture. 2. Each container or bulk shipping ticket for asphalt shall indicate equiviscous temperature (EVT), finished blowing temperature (FBT), and flash point (FP). B. Deliver material In quantie; required to allow continuity of r applicao�. 1 Trio. F 41,kt. . i • 07/07/00 iBUILDING PERMIT a Fatigue Technology, Inc, CNA Architecture Group - 1137 07550 - 3 MODIFIED BITUMINOUS MEMBRANE ROOFING C. Storage: 1. Store materials under waterproof coverings and on original pallets. Do not remove labels or protective covering until ready for application. 2. Store materials In an enclosed area where temperature Is maintained between 55 degrees F and 90 degrees . 3, Store roll goods in upright position on clean flat surface. Roll goods stored on their sides will be rejected. 4. Follow recommended storage Instructions from manufacturer. D. Handling: Handle materials in manner to preclude damage and contamination with moisture or foreign matter. 1.8 JOB CONDITIONS A. Environmental Requirements: 1. Do not apply roofing during precipitation. Do not start application when there is probability of precipitation during application. 2. At ambient temperatures of 40 degrees F (4.5 degrees C) and below, including wind chill, take precautions to insure asphalt maintains minimum acceptable temperature at point of roofing application as recommended by roofing manufacturer. B. Protection: Provide protection for adjacent surfaces against staining and mechanical damage during application of roofing. C. Safety Requirements: 1. Comply with applicable building code requirements, OSHA standards, and Uniform Fire Code. 2. Maintain at least four fire extinguishers of minimum 20 BC classification at Job site. 1.7 WARRANTY A. Roofing Contractor /Installer. Fumtsh a written workmanship guarantee upon completion of the work. 1. Cover workmanship, materials, blistering and buckling, and repairs or replacement of roofing at no additional cost to Owner. 2. Warranty /Guarantee Period: Minimum two years. B. Manufacturer: Fumtsh extended No Dollar Limit roofing system guarantee/warranty. 1. Cover Teaks due to defective materials and poor workmanship, 2. Warranty /Guarantee Period: 10 years. PART 2 • PRODUCTS 2.1 MANUFACTURER A. Acceptable Manufacturers: Subject to compliance with requirements, provide roofing system by one of the following manufacturers for Insulated metal and wood decks: 1. Conglas, Specification RI -12M -CST, 2. MBTechnology, Specification 13H- FG180CWH. 3. Johns Manville, Specification 3CID. 4. Malarkey, Specification M3 -BBB, 5. Siplast, Specification Paradiene 20/40 FR (three -ply), B. Substitutions: Comply with requirements of Section 01630. 07107/00 CITY OF TUUKKWILA JUL 1 1 2000 PERMIT CENTER BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture Group - 1137 07550 - 4 MODIFIED BITUMINOUS MEMBRANE ROOFING 2.2 ROOF MEMBRANE SHEETS A. Base Sheets: Modified bitumen sheets per roofing manufacturer's specifications and recommendations: 1. Product; a, Conglas Super 11 Base. b. MBT Layflat SBS LF25. c. Johns Manville GlasBase Pius, d. Malarkey 501 Premium 1 e. Siplast Paradiene 20. 2, Modifier: SBS. 1 Reinforcement: Nonwoven fiberglass mat. 4. Weight: Minimum 28 pounds per 100 square feet, 5. Coverage: 324 square feet. 6, Tensile Strength: a, MD: 80 pounds per 3-1nch width, b. CD: 60 pounds per 3-inch width. B. Roofing Cap Sheet: Reinforced mat coated with elastomeric asphalt blend containing a minimum of 11.5 percent of NS Block copolymers, nonoil extended grade, composing 30 percent Styrene and 70 percent Butadiene. 1. Product: a. Conglas Super 11 Cap, b. MBT Fireguard 888 F0160CWH, c, Johns Manville DynaKap FR. d, Malarkey 601 Polygiass NS. 0. Siplast Paradiene 30 HTFR, 2, Modifier: 888, 3. Reinforcement: Fiberglass mat weighing minimum 2,0 pounds per 100 square feet laminated to polyester mat weighing minimum 140 grams per square meter. 4. Thickness: Minimum 155 mils (4 mm). 5. Weight: Minimum 104 pounds per 100 square feet (except where combined weight of base sheet and cap sheet exceeds 140 pounds), 6, Coverage; 110 square feet, 7. Top Surface; Ceramic granules, white color, 8, Tensile Strength: a, MD: 102 pounds per 3-inch width, b. CD: 63 pounds per 3-inch width. C. Flashing Sheet; Reinforced mat coated with modified bitumen blend containing a minimum of and 70 percent Butadiene; ASTM D 5147, 11.5 percent of 588 Block copolymers, nonoll extended grade, composing 30 percent Styrene 1, Product: a. Conglas Metal Shield Aluminum. b, MBT Metalflex SBS MF160WAL, 0. Johns Manville DynaFlex. - • ' d, Malarkey 1020 ESHAlum, 2. Modifier. 888. e. Sipiast Veral. 07/07/00 3, Reinforcement: Woven fiberglass scrim, 4. Weight; Minimum 90 pounds per 100 square feet. 5, Coverage: 110 square feet. 6, Top Surface; Embossed aluminum foil, bonded with thin layer of low-melt asphalt, • BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture Group -1137 07550 - 5 MODIFIED BITUMINOUS MEMBRANE ROOFING 2.3 AUXILIARY MEMBRANE MATERIALS A. Asphalt Primer: ASTM D 41. B. Asphalt Bitumen: ASTM D 312, Type III or Type IV, Trumbull asphalt. C. Rooting Cements: Elastomer mastic, containing no asbestos. Gibson Homan Pros - Choice 1010 or approved. D. Sealant: Single component, high performance elastomeric sealant: a. Flexible Seal by AC Products, Inc., Placentia, CA. b. Sonolastic NP 1 by Sonnebom Building Products, Minneapolis, MN. c. Or approved equivalent. E. Wood Nailer Strips: Furnish wood nailer strips complying with requirements of Section 08100, Rough Carpentry. F. Cants: ASTM C 208, Type 2, wood fiberboard, or pressure treated Redwood free from warping; minimum 5.00 -inch (127 mm) face, nominal 3.5 -inch (90 mm) height and depth. Use wood cant to provide structural strength at unsupported vertical nailers and where Indicated. G. Metal Flashing Sheet: Specified in Section 07820, Sheet Metal Flashing and Trim. H. Sheet Lead: F8 QQ -L -201, Grade 8, 4 pounds per square foot. 2.4 ROOF INSULATION MATERIALS A. General: 1. Rigid board Insulation compatible with membrane system, approved by roofing manufacturer, and suitable for application over metal deck or wood as applicable. 2. Number of Layers: Minimum two layers of thermal Insulation board, Where thermal resistance requirements exceed R ■19, cover board overlay shall be considered as a third layer and not included in the calculations for thermal resistance. B. Thermal Board Insulation: Rigid, cellular potyisocyanurate thermal Insulation with core formed by using HCFCs as blowing agents, complying with ASTM C 1289. 2.5 INSULATION ACCESSORIES A. General: Furnish roofing Insulation accessories recommended by Insulation manufacturer for Intended use and compatible with sheet roofing material. B. Cover Board: Provide the following before beginning membrane Installation: 1. Rigid, noncombustible periite roof insulation board complying with ASTM C 728, minimum 0.50 Inch (12.7 mm) thick; C. Insulation Fastening System: 1. Screws: Corrosion resistant, hex head screws approved by roofing system manufacturer for application of insulation over metal deck; length to suit insulation thickness and deck configuration. a. Fasteners shall be not less than 01/4.10 or 07/32 -11 size and shall be double threaded and capable of self - threading into a plastic plate and metal deck. b. Screw Coating: At least two layers of zinc rich epoxy primer and two coats of fiuoropolymer to pass a Kestemich cabinet (DIN 050018 or per 04470 FM Code) test of 30 cycles. 2. Setting Plates - Plastic: Constructed of virgin polypropylene copolymers, with no regrind allowed, 3.1/4 -inch (83 mm) diameter with a hexagonal recess. RECEIVED D. Metal Disc's: Flat discs or caps of zinc coated sheet metal not lighter than 28 gage (0,45 mmPITY OF TUKWILA not less than 1 -3/8 inches (35 mm) diameter, formed to prevent dishing. Bell or cup = shaped caps not acceptable. • 07/07/00 J U L 1 1 2000 PERMIT CENTER • ' • . BUILDING PERMIT ; :. . Fatigue Technology, Inc. CNA Architecture Group -1137 MODIFIED BITUMINOUS MEMBRANE ROOFING 2.6 ROOF WALKWAYS A. Roof Walkway Pads: Preformed, homogenous asphaltic walkway planks, minimum 1/2 Inch thick. Size, 24 by 12 inches (800 by 300 mm) minimum. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that surfaces are ready to receive roofing system and deck is supported and secured, clean and smooth, dry, and free from snow, Ice and other conditions affecting proper roofing application. B. Verify that work penetrating roof deck, and work which may otherwise affect roofing, has been properly completed. 3.2 PREPARATION A. Clean substrates of dust, debris, and other substances detrimental to roofing installation according to roofing system manufacturer's written Instructions. B. Remove sharp projections. C. Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto surfaces of other construction. Remove roof drain plugs when no work is taking place or when rain is forecast, D. Ensure roof Insulation does not become wet before or during application of roofing system, 3,3 GENERAL INSTALLATION REQUIREMENTS A. Install modified bituminous membrane roofing system according to roofing system manufacturer's written instructions and applicable recommendations of NRCA/ARMA's Quality Control Recommendations for Polymer Modified Bitumen Roofing, B. Shingling Piles: Install membrane roofing system with ply sheets shingled uniformly to achieve required number of membrane plies throughout. Shingle in direction to shed water. C. Cant Strips: Install and secure preformed 45-degree cant strips at junctures of modified bituminous membrane roofing system with vertical surfaces or angle changes greater thAn 45 degrees. D. Cooperate with inspecting and testing agencies engaged or required to perform services for installing modified bituminous membrane roofing system. E. Coordinate installing roofing system components so Insulation and roofing plies are not exposed to precipitation or left exposed at the end of the workday or when rain is forecast. 1. Provide cutoffs at end of each day's work to cover exposed ply sheets and Insulation with a course of coated felt with joints and edges sealed. 2. Complete terminations and base fleshings and provide temporary seals to prevent water from entering completed sections of roofing system, 3. Remove and discard temporary seals before beginning work on adjoining roofing, Asphalt Heating: Heat roofing asphalt and apply within plus or minus 25 deg F (14 deg C) of equiviscous temperature, unless otherwise required by roofing system manufacturer. Do not raise roofing asphalt temperature above the equiviscous temperature range more than one hour before time of application, 1. Do not exceed roofing asphalt manufacturer's recommended temperature limits during roofing asphalt heating. 2. Do not heat roofing asphalt within 25 deg F (14 deg C) of flash point. 3, Discard roofing asphalt maintained at a temperature exceeding 500 deg F (260 deg C) for more than 4 hours. 07/07/00 BUILDING PERMIT • Pi ts r Fatigue Technology, Inc. •CNA Architecture Group -1137 07550 - 7 MODIFIED BITUMINOUS MEMBRANE ROOFING 4. Keep kettle lid closed unless adding roofing asphalt. G. Substrate Joint Penetrations: Prevent roofing asphalt from penetrating substrate joints, entering building, or damaging roofing system components or adjacent building construction. If mopping is applied directly to substrate, tape substrate joints. 3.4 INSULATION INSTALLATION A. Install only as much insulation and roofing material as can be completed and covered in one day. Do not leave sections of the roof exposed and unfinished. B. Steel Deck: 1. Mechanically fasten flat thermal insulation and cover board to metal deck, complying with wind resistance requirements and insulation manufacturer. 2. Run long joints of insulation in continuous straight lines, perpendicular to roof slope, with end joints staggered between rows. 3. Position long edges either parallel or at right angles to metal deck ribs. 4. Form joints parallel to ribs on solid bearing surfaces. 5. Offset both long and short joints of each subsequent layer at least 8 Inches from the joints of preceding layer, 8. Use proper fasteners and plates, with fasteners of sufficient length to pass through all layers of insulation and penetrate structural deck at least 0.750 inch. C, Wood Deck: 1, 2. Mechanically fasten fiat thermal insulation and cover board to wood deck, complying with wind resistance requirements and Insulation manufacturer, 3, Run long joints of Insulation In continuous straight lines, perpendicular to roof slope, with end joints staggered between rows, 4. Position long edges either parallel or at right angles to wood deck joints, 5. Offset both long and short joints of each subsequent layer at least 8 Inches from the joints of preceding layer, 8. Use proper fasteners and plates, with fasteners of sufficient length to pass through all layers of Insulation and penetrate structural deck at least 0,750 inch. D. Form cant strips, crickets, saddles, and tapered areas with additional material as shown and u required for proper drainage of membrane. Provide tapered units to suit drainage pattern indicated. E, Apply cover board as top layer over specified thermal Insulation. 3.5 INSTALLING ROOFING MEMBRANE A. Apply roofing ply sheets immediately following application of Insulation as a continuous operation. B. Lay succeeding layers of roof membrane components in full width moppings of hot bitumen, free of wrinkles, creases or fishmouths and laid at right angles to slope of deck. 1. Lay sheets directly behind asphalt applicator. 2. Spread asphalt uniformly at minimum of 25 pounds per 100 square feet, leaving no breaks or voids, 3. Exert sufficient pressure on roll during application to ensure prevention of air pockets. C. Make laps and seams tight. Properly seal laps and seams with bitumen minimum 1/4 inch beyond lap edges. RECEIVED D. Fleshings: Install fleshings in accordance with NRCA specifications and details. CRY OF TUKWILA 07/07/00 JUL 1 1 2000 PERMIT CENTER BUILDING PERMIT 4, Fatigue Technology, Inc. CNA Architecture Group -1137 07550 - 8 MODIFIED BITUMINOUS MEMBRANE ROOFING E. Drain Flashing: 1. Extend membrane plies into clamping ring base. 2. Set lead flashing sheet, minimum 30 inches square, in bed of roofing cement over membrane. Beat lead in to smooth fit. 3. Prime top surface of lead and cover with composition stripping, and clamp in roof drain ring. 4, Extend lead minimum 12 inches onto roofing, with composition plies extended 4 to 8 inches beyond edges of lead sheet. F, Calk edges of roofing sheet exposed at gravel stops, waste stacks, vent stacks, etc., with neoprene -based sealant. G. At end of day's work, or when precipitation is imminent, build water cut -off at open edges. Cut- offs can be built using asphalt or plastic cement and roofing felts, and constructed to withstand , . H. Apply roof walkway pads over roofing surface where indicated. Apply using hot asphalt/plastio' cement. Install material with open joints to allow free drainage. 3.8 FIELD QUALITY CONTROL A, Maintain constant supervision by an experienced, competent foreman. B. Obtain observation by roofing manufacturer's authorized representative during roofing application. C. Inspect roof and make necessary corrections and repairs to ensure finished roof membrane Is fully adhered, solid and tight, 1. Repair bumed areas. a. Resaturate lightly bumed areas with extra modified bitumen mix. b. Patch other bumed areas. 2. Cut open, reheat and patch delaminated areas. 3, Cut open, reheat and patch buckles, blisters, and voids, END OF SECTION 07/07100 BUILDING PERMIT r Fatigue Technology, Inc. 07610 -1 .CNA Architecture -1137 SHEET METAL ROOFING SECTION 07610 - SHEET METAL ROOFING PART i - GENERAL 1.1 SUMMARY A. Section Includes: 1. Sheet metal standing seam roof panels on insulation on fluted metal deck. 2. Flat seam metal roofing on wood decking. 3. Rigid insulation. 4. Vapor retarder. 5. Gypsum board decking. 6. Girts. 7. Built -In gutters. B, Related Sections: 1. Section 05130 — Architecturally Exposed Structural Steel: Exposed, architecturally finished steel framing. 2. Section 05210— Steel Joists and Girders, 1 Section 05310 -- Steel Deck: Acoustic deck. 4. Section 07620 — Sheet Metal Flashing and Trim: Roof flashing, gutters, copings, and other sheet metal work. 8. Section 07840 — Metal Rooting Underlayment: Self- adhering rubberized asphalt sheet membrane. 6. Section 07920 —Joint Sealants. 1.2 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: Include manufacturers current product specifications, standard details, certified product test results, Installation Instructions, and general recommendations as applicable to materials and finishes for each component and for total panel system. C. Shop Drawings: Show layouts of panels on walls and roofs, details of edge conditions, joints, comers, panel profiles, supports, anchorages, trim, fleshings, closures, and special details. Distinguish between factory and field assembly work. Samples for Verification: 1. Duplicate 10 by 10 -inch samples of each different color specified, showing the full range of variations expected In these characteristics. E. Design Calculations: Submit design drawings and calculations signed and sealed by a Professional Structural Engineer registered in the State of Washington for review prior to beginning fabrication. D. 1.3 QUALITY ASSURANCE A. Wind Uplift: Provide roof panel system including supports meeting requirements of Underwriters Laboratories, Inc. for Class 1-90 wind uplift resistance. B. Field Measurements: Where possible, prior to fabrication of panels, take field measurements of structure or substrates to receive panel system. Allow for trimming panel units where final C RECEIVED dimensions cannot be established prior to fabrication. 1.4 DELIVERY, STORAGE, AND HANDLING JUL r 1 znaa A. Deliver panels and other components so they will not be damaged or deformed, Package wa$PERmnr CENTER j.1•� , and roof panels for protection against transportation damage. • .._ : 4-4= 4r.:05 • P2 Og 1 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 07810 - 2 CNA Architecture -1137 SHEET METAL ROOFING B. Handling: To avoid injury and minimize surface handling marks, ensure that workers handling sheet metal wear protective gloves. 1.5 WARRANTY A. Installation Warranty: Submit two executed copies of 2 -year "Roofing Warranty" on standard form, covering workmanship and proper application, signed and countersigned by Installer and Contractor. Should any Teaks covered under the warranty occur during this period, Contractor shall take corrective action to repair the roof to the satisfaction of Owner and membrane manufacturer; perform corrective work at no cost to Owner. B. Manufacturer's Warranty: Sheet metal manufacturer shall warrant that product will be free of perforation from corrosion for a period of 30 years from date of Substantial Completion, C. The warranty shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and will be in addition to and run concurrent with other warranties made by the Contractor under requirements of the Contract Documents, PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturer offering metal panels that may be Incorporated Into the Work Include, but are not limited to, the following: 1. Steel Roof Panels; a. BHP Steel Building Products USA inc, — Select Seam, 2.2 METALS AND FINISHES A. Metallic-Coated Steel Sheet Prepalnted with Coil Coating; Steel sheet metallic coated by the hot -dip process and prepainted by the coil- coating process: 1. Galvanized Steel Sheet; ASTM A 853, 090; structural quality; Ado coating designation. 2. Thickness: 24 gage, unless otherwise Indicated for standing seam and flat seam panels. 3. Batten Caps; 24 gage. 4. Configuration; Narrow battens 3/8 -Inch wide by 1 -inch high spaced 21 -1/4 Inch on center. 5. Face Finish: Apply the following organic coating In thickness indicated, Furnish appropriate air -drying spray finish In matching color for touchup, a, Fluoropolymer Metatescent Coating System; Manufacturer's standard Metalescent, thermocured system composed of specially formulated inhibitive primer and fluoropolymer color topcoat containing not less than 70 percent polyvinylidene fluoride resin by weight with a total minimum dry film thickness of 1 mil and 30 percent reflective gloss when tested according to ASTM D 523, 1) Durability: Provide coating field tested under normal range of weather conditions for a minimum of 20 years without significant peel, blister, flake, chip, crack, or check in finish; without chalking in excess of a chalk rating of 8 according to ASTM D 4214; and without fading in excess of 5 Hunter units. b, Interior Finish: Manufacturer's standard coating system and color, c. Face Finish Color: BHP Premium Duratech mx color "Metallic Copper.' 07/07/00 BUILDING PERMIT .. y Fatigue Technology, Inc. 07610 - 3 .CNA Architecture -1137 SHEET METAL ROOFING 2,3 DECKING AND SUPPORT GIRTS A. Gypsum Board Decking: Glass -mat, water - resistant gypsum board, complying with ASTM C 1177, of type and thickness indicated below: 1. Type and Thickness: Type X, 5/8 inch. 2. Product: Subject to compliance with requirements, provide "Dens -Deck" manufactured by Georgia - Pacific Corp. B. Steel Z- Girts: ASTM C 645, fabricated from ASTM A 448 corrosion resistant steel, Grade D, 40 ksi minimum yield strength; Z- shaped, punched web for utility access; G60 coating designation. a. Depth: 4 inches unless otherwise required to accommodate insulation thickness. b. Thickness: 20 gage (0.0588 Inch minimum exclusive of coating). c. Top Flange: 1 -1/2 Inches, d. Bottom Flange: 1 -1/2 inches, 2.4 THERMAL INSULATION A. Polylsocyanurate Board Insulation: Unfaced, preformed, rigid, cellular, polylsocyanurate thermal insulation complying with ASTM C 591, Type 2, with aged thermal- resistance values for 1 -Inch thickness of 8.2 deg F x h x sq. ft,/Btu at 75 deg F. 2,5 ROOF PANEL ASSEMBLIES A, Standing -Seam Roof Panels: Manufacturer's standard factory- formed, standing -seam roof panel assembly designed for concealed mechanical attachment of panels to roof Z- girts. 1, Fastener Clips: Provide minimum 24 gage thick, galvanized steel panel clips designed to meet negative -load requirements; 060 coating designation, 2.8 MISCELLANEOUS MATERIALS A. Polyethylene Vapor Retarder Minimum 8 -mil- thick polyethylene sheeting complying with ASTM D 4397, B. Vapor - Retarder Tape; Pressure-sensitive tape of type recommended by vapor- retarder manufacturer for sealing Joints and penetrations In vapor retarder. C. Metal Roofing Underlayment; Specified In Section 07840. D. Fastener Clips; UL -90 assembly rated 24 gage E. Fasteners; Self - tapping screws, bolts, nuts, self - locking rivets and bolts, end - welded studs, and other suitable fasteners designed to withstand design loads, 1. Use stainless-steel fasteners for exterior applications 2, Provide exposed fasteners with heads matching color of panel by means of plastic caps or factory- applied coating, 3. Provide metal - backed neoprene washers under heads of exposed fasteners bearing on weather side of panels. 4. Locate and space exposed fasteners in true vertical and horizontal alignment. Use proper tools to obtain controlled uniform compression for positive seal without rupture of neoprene washer, F. Accessories: Unless otherwise specified, provide components required for a complete roof panel assembly including trim, copings, fasciae, ridge closures, clips, seam covers, battens, fleshings, gutters, sealants, gaskets, fillers, closure strips, and similar items. Match materials and finishes of panels. RECEIVED : w 1. Sealing Tape: Pressure - sensitive, 100 percent solids, polyisobutylene compound CITY OF TUt(WI ,� _• sealing tape with release paper backin Provide permanently elastic, nonsag, nontoxic nonstaining tape. PERMJr CENTER _: 07/07/00 • BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 07810 - 4 • , • SHEET METAL ROOFING 2. Elastomeric Joint Sealant: ASTM C 920, of base polymer, type, grade, class, and use classifications required to seal joints in panel roofing and remain weathertight. Provide sealant recommended by panel manufacturer. G. Bituminous Coating: Cold- applied asphalt mastic, SSPC -Paint 12, compounded for 15-mil dry film thickness per coat, unless otherwise indicated. Provide inert -type noncorrosive compound free of asbestos fibers, sulfur components, and other deleterious impurities. 2.7 COMPONENT FABRICATION A. General: Factory fabricate panels and accessories to greatest extent possible, by manufacturer's standard procedures and processes, as required to fulfill Indicated performance requirements demonstrated by laboratory testing. Comply with Indicated profiles and dimensional requirements, and with structural requirements. B. Apply bituminous coating or other permanent separation materials on concealed panel surfaces where panels would otherwise be In direct contact with substrate materials that are incompatible or could result in corrosion or deterioration of either material or finishes. C. Fabricate cleats and filler strips of same material as panel sheet and Interlockable with panel. D. Hem exposed edges on underside 0.50 Inch; miter and seam exposed comers, E. Fabricate panels to allow 0,0825 Inch space between Installed panels to accommodate thermal movement. F. Fabricate preformed drip edge to anchor roof panels at perimeters. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine metal deck substrate and girts and other secondary structural panel support members and anchorage to verify supports suitable to receive sheet metal panels. B. Ensure correction of supports not properly aligned. 3.2 VAPOR RETARDER INSTALLATION A. Place directly on rnetal deck. Comply with manufacturer's recommended Installation procedures for handling and installation of membrane sheet. B. Wort from low point to the high point on the roof with at least 8 -Inch side laps and 4 -Inch end laps.. C. Seal overlapping joints In vapor retarders with vapor - retarder tape according to vapor - retarder manufacturers Instructions. D. Repair any tears or punctures in vapor retarders immediately before concealment by other work. Cover with vapor - retarder tape or another layer of vapor retarder. E, Completely seal vapor retarder at terminations, obstructions, and penetrations to prevent air movement into roofing system. 3,3 Z -GIRTS AND INSULATION INSTALLATION A. Work from low point to the high point on the roof. 8. install Z -girts with bottom flange pointing up slope, centered on top flutes of metal roof deck to accommodate widths of insulation panels or cleat spacings, whichever Is most restrictive. C. Anchor in place with corrosion- resistant screw fasteners spaced 16- inches oc. D. Select fasteners length to provide maximum 1/3 -inch penetration through decking. 07 /07/00 BUILDING PERMIT Fatigue Technology, Inc. 07810 - 5 CNA Architecture -1137 SHEET METAL ROOFING E. Fasteners will be visible from the interior. Keep alignment straight along length of Z-girt and between rows of Z- girts. F. Fit courses of insulation between Z- glrts, with end edges butted tightly and end joints staggered between rows. Press long edge of insulation panels firmly against vertical leg of Z -girt. G. Fill gaps exceeding 1/4 inch with insulation. 3.4 GYPSUM BOARD SHEATHING INSTALLATION A. Work from low point to the high point on the roof. 8. Install 48 -by -98 -Inch sheathing panels with long edges parallel to, and centered over Z glrts. Fit units tightly against each other. C. Install sheathing panels with long Joints In continuous straight lines, parallel to Z -girls with end joints staggered between rows. Tightly butt substrate boards together. 1. Fasten to top flanges of Z -girls to resist uplift pressure at comers, perimeter, and field of roof according to roofing system manufacturer's written instructions. 3.5 METAL ROOFING UNDERLAY INSTALLATION A. install one ply over gypsum board sheathing as specified in Section 07840. B. Work from low point to the high point on the roof. 3.8 PANEL INSTALLATION A. General: Comply with panel manufacturer's written Instructions and recommendations for installation, as applicable to project conditions and supporting substrates, Anchor panels and other components of the Work securely In place, with provisions for thermal and structural movement. 1. Field cutting exterior panels by torch Is not permitted, 2. Install panels with concealed fasteners, unless otherwise Indicated, B. Accessories: Install components required for a complete roof panel assembly Including trim, copings, fasciae, clips, seam covers, battens, fleshings, gutters, sealants, gaskets, fillers, and similar items. C, Separate dissimilar metals by painting each metal surface In area of contact with a bituminous coating, by applying rubberized- asphalt undertayment to each metal surface, or by other permanent separation as recommended by manufacturers of dissimilar metals, D. Joint Sealers: Install gaskets, joint fillers, and sealants where Indicated and where required for weatherproof performance of panel assemblies, Provide types of gaskets, fillers, and sealants Indicated or, If not otherwise indicated, types recommended by panel manufacturer, E. Standing -Seam Roof Panel Assembly: Fasten panels to supports with concealed clip according to panel manufacturer's written instructions, 1. Install clips at each support with self - drilling /self- tapping fasteners, 2, At end laps of panels, install tape calk between panels. 3. Install factory- calked cleats at standing -seam joints. Apply snap -on batten to panels to provide a weatheriight joint, • • F. Installation Tolerances: Shim and align panel units within installed tolerance of 1/4 Inch in 20 . ,. feet on slope and location lines as indicated and within 1/8 -inch offset of adjoining faces and of alignment of matching profiles. RECEIVED ;:. G. Stagger cross seams in metal roofing in a uniform pattern. CITY OF TUKWILA_�s JUL 1 1 2000 ' . . :=x : l s. PERMIT CENTEh i,. :: , ...4; .4 07/07/00 BUILDING PERMIT Fatigue Technology, Inc, 07810 -8 • == '�' • CNA Architecture - 1137 SHEET METAL. ROOFING 3.7 FLAT SEAM METAL ROOF A. Install flat seam metal rooting over metal roofing underlayment on nailabte wood deck in accordance with SMACNA Architectural Sheet Metal Manual, 3.8 CLEANING AND PROTECTION A, Damaged Units: Replace panels and other components of the work which have been damaged beyond successful repair by means of minor repair procedures. 8, Cleaning: Remove protective coverings and strippable films (if any) as soon as each panel Is installed. Upon completion of panel Installation, clean finished surfaces as recommended by panel manufacturer, and maintain In a clean condition during construction. END OF SECTION 07/07/00 BUILDING PERMIT Project CNA Architecture Group - 000 1 Jun 96 SECTION 07640 - METAL ROOFING UNDERLAYMENT PART 1 - GENERAL 1.1 SUMMARY 07640. 1 METAL ROOFING UNDERLAYMENT A. Section Includes: Self- adhering rubberized asphalt sheet membrane sloped roof underlayment. 8. Related Sections: 1. Section 07810 — Sheet Metal Roofing 1.2 SUBMITTALS A. Comply with requirements of Section 01330. 8. Product Data: Manufacturer's current technical specifications, general recommendations, and Installation instructions. C. Certificates: 1. IC8O Report No, 3997. 1.3 DELIVERY AND STORAGE A. Deliver materials to jobsito In manufacturer's original sealed containers bearing manufacturer's name, product name, lot number, directions for use, and precautionary labels. 8, Store under protective covering In accordance with manufacturer's recommendations. C. Do not double stack palletized materials. 1,4 PROJECT CONDITIONS A. Apply underlayment in fair weather at temperatures of 40 degrees F and above, 8, Covering: Apply surfacing material promptly, at temperatures of 40 degrees F and above. PART 2 • PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturers: Specified product is Grace Ice & Water Shield as manufactured by W.R. Grace & Co. - Conn. 8. Substitutions: Comply with requirements of Section 01830. 07/07/00 RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER BUILDING PERMIT .•$.. :.. I: Project CNA Architecture Group - 000 1 Jun 96 2.2 WATERPROOFING MEMBRANE METAL ROOFING UNDERLAYMENT 07640 - 2 -; • A. Membrane System: Composite of polyethylene film and self - adhesive rubberized asphalt, Membrane edges contain exposed beads of rubberized asphalt beyond the film and an embossed slip - resistant surface is provided on the polyethylene. B. Membrane Properties: Properties lilt Method Results Thickness -- 40 mils Tensile Strength ASTM D 412 250 psi Ultimate Elongation ASTM D 412, 250 percent, Die C modified Low Temperature Flexibility ASTM D 1970 Unaffected at minus minus 25 degrees F. Adhesion to Plywood ASTM D 903 3.0 pounds per inch width. Permeance ASTM E 98 0.05 perms maximum, Color -- Grey -Black 2.3 AUXILIARY MATERIALS A. Primer: Primer recommended by manufacturer of membrane sheet material for applications required. 1. Solvent Release Primer. Bituthene Primer P -3000. 2. Air -Dry Primer. Bituthene Water Based Primer, B. Steep Slope Fasteners: As recommended by metal roof manufacturer. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that substrates are suitable for application of underiayment. Do not apply membrane directly to fluted metal deck or to wood plank with chamfered edges. B. Verify that Items penetrating surfaces to receive underiayment are rigidly installed, C. Verify that surfaces are solid, dry, and free of conditions detrimental to application and adhesion of membrane. 3.2 PREPARATION A. Remove dust, dirt, loose nails and other protrusions, B. Where reroofing, remove existing roof covering, felts, and nails to expose clean, dry deck. C. For retrofit, where the membrane is in place, apply new layer of membrane directly over the old membrane. Remove existing fasteners and patch damaged areas before installing new membrane. 07/07/00 BUILDING PERMIT ,. „ Project CNA Architecture Group - 000 1 Jun 98 07840 - 3 METAL ROOFING UNDERLAYMENT D. Prime substrate at applicable rate recommended by manufacturer. 1. Prime only area that will be covered by membrane in same working day. 2. Reprime areas not covered by membrane within 24 hours. 3.3 APPLICATION A. Place underlayment membrane directly on gypsum board deck. Comply with manufacturer's recommended installation procedures for handling and installation of membrane sheet. 8. Cut membrane into (10 foot to 15 foot) lengths or other lengths as required, and reroll. For full roof coverage, membrane may be applied from full rolls if convenient. C. Work from low point to the high point on the roof. 1. Following placement along the eaves, membrane may then be placed vertically up the roof. 2. Fold membrane onto gutter and protect with metal material. D. Peel back 1 to 2 feet of release paper, align the membrane on the roof, and place the first 12 to 24- Inches, Pull the release paper under the membrane and continue to peel it from the membrane. Press or roll membrane In place to assure full adherence to the deck. Sheet Laps: 1. End Laps: 8 Inches minimum. 2. Side Laps: 3.5 Inches minimum. F. Ridge Applications: 1. After peeling back release paper, center sheet over the ridge, drape and press it Into place working from the center of the ridge outward in each direction. END OF SECTION RECEIVED CITY OFTUKWIIA JUL 1 1 2000 PERMIT CENTER BUILDING PERMIT r RF pct er Fitz �'I►ti?9�1 ?��l Ol.rrto Ans. 3 pi._Y' euR r •20 i tsrenC&i. , I t , , fZ- 2Q M' ) . >2c), tiro 1 C, 1 VIC `1oM mt-i....t ►C0I !� t . iv1TL. cl!r...-tcgorrers 1 4 •w :(01 Si , °Ia co gat) RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER !! 0§ s PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI2000 -162 DATE: 7 -11 -2000 PROJECT NAME: FATIGUE TECHNOLOGY INC SITE ADDRESS: 401 ANDOVER PARK EAST. VS__ Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _Revision # After Permit Is Issued PEPAR_TMENtS: B 11 : P ; Division II 0 Public Works ❑ F r 1 ili .0, on Planning Division ❑ M(A. Structural ❑ Permit Coordinator II DETERMINATION OF COMPLETENESS: (Tues., Thu s.) Complete El Comments: e Incomplete DUE DATE: 7 -'I3 -2000 Not Applicable ❑ TOES /THURS ROUTING: Please Route El Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRE, T� IONS: (ten days) Approved Ei Approved with Conditions ❑ REVIEWER'S INITIALS: DUE DATE: , 8 -1O -OQ Not Approved (attach comments) ❑ DATE: CT ON ON: DUE DATE Approved E Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 1PRROUTE.DOC 5/99 coom PLAPERMIT VI SLIP ACTIVITY NUMBER:. MI2000 -162 PROJECT NAME: FATIGUE TECHNOLOGY SITE ADDRESS: 401 ANDOVER PK E DATE: 7 -21 -2000 Original Plan Submittal Response to Correction Letter # _ ...Response to Incomplete Letter #.,.,'I Revision # . _ .__. After Permit Is Issued DEPARTMENTS,: 8 ivision Public Works ❑ Fire Prevention Structural Planning Division EJPermit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Complete Comments: DUE DATE: 7 -25 -2000, Not Applicable ❑ TUES /THURS ROUTI Please Route REVIEWER'S INITIALS: Structural Review Required No further Review Required DATE: APPROVALS OR CORRECTIONi: (ten days) Approved E,1 Approved with Conditions REVIEWER'S INITIALS: CO C ON DET MI A ON: Approved Approved with Conditions REVIEWER'S INITIALS: V1.101111 XXX DUE DATE 8 -22- 2000,. Not Approved (attach comments) El DATE: DUE DATE Not Approved (attach comments) DATE: 1g 11.222 01 3 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center, Revisions will not be accepted through the mail, fax, etc. Date: ' at • Plan Check /Permit Number: El Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: Project Address: Contact Person: Phone Number: Summary of Revision: A • .1� 200Q -162 401 Andover Park Cast CITY of TUKWILA JUL 2 1 2000 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ______42141gt___ Or Entered in Sierra on 1 -0 (-chi 07/17/00 ;ent'b'f: McCarthy Construction 425 843 9248; 08/23/00 2:21PM;jItFga #800;Page 2/2 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENZRAL 87 - t:..Rian s.. #'.'r+ !NPR. DATE CO2 C NCCAESCO0OJ 04/01 /2003. ErricT=V! :.DkT! . !: »' :: ` :04/44/2000 MCCARTHY BUILDING CO INC 1141 N ROCK HILL RD ST LOUIE MO 63124 Pt 3$ O$L4a) (M Death And Dlipldy Cent leave •...1M.■ _ NOTARY PUBLIC in and for the State of Washington, County of King Residing at Bellevue My Commission expires: 09/01/00