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Permit MI01-128 - TYCOM - REROOF
M101-128 Tycom 3333 S 120 P1 Ste 180 EXPIRED OCT le 2002 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: 102304 -9069 3333 S 120 PL Un: 180 NSFR MISCPERM REROOF Occupancy: OFFICE UBC: 1997 000 Fire Protection: North: .0 South: .0 East: .0 West: .0 125 Sewer: VAL VUE Slopes: Y Streams: Permit No: Status: Issued: Expires: MI01 -128 ISSUED 08/01/2001 01/28/2002 Contractor License No: JJONECC147PA OCCUPANT TYCOM 3333 5 120 PL, SUITE 180, TUKWILA WA 98188 OWNER SABEY CORPORATION 101 ELLIOTT AV W, #330, SEATTLE WA 98119 CONTACT SUE ANN PECK 1221 FIRST, SUITE 313, SEATTLE WA 98101 CONTRACTOR J A JONES CONSTRUCTION COMPANY J A JONES DRIVE, CHARLOTTE, NC 28287 k***** * * * *k**ik•A•A`k•A*Ac****k*k* * *** ** *A*k** *kAAAAAA **AAA**kh i*4*** **kAikA**** **A*VAAAA Permit Description: REROOF EXISTING TENANT SPACE. k *•*h**** *•* *'* k•* A* kA*• kkk* A* AA** AAAAAA** hAAAIAAAAAAA* A*** VkA *•*AA * *k *tk•A*A * * *A**kh *A14'*A* Construction Valuation: S 195,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Water Main Extension: N Private: Public: ****** k*** kk** A** k'k AAk k* AAAAAAAA AkAA *** ****** *AAAAAAAAAkA*MAAkAA kA1AAAAkAAAAAAAAAAA* TOTAL DEVELOPMENT PERMIT FEES: $ 2,521.99 ** ** irk******* A** A*' k****-*** A*** kk* kAkAAAAA* AAAAkkAkAA' Ak *AAk ** *AA *AA *AAAA4kkAAAkAAA *AA Phone: Phone: 206-281-8700 Phone: 206- 683 -3088 Permit Center Authorized Signature : -- Et�k� Date: 4'"it-'1, I hereby certify that I have read and e amined 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 permit. Signature : -` A ,.....s..... Date : AW4t Print Name: _ _LAujea ,�� 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. u § ig CITY OF TIJKWILA dr ett: f3.33 s ;Suite: Tenant: Type`: MISCPERM ce l . it 102304-069 Permit No: M101 -128 Status: ISSUED Applied: 07/16/2001 Issued: 08/03/2001 titkk-k.A- A•0k * #• Ark**- A. k• kA• kkbAkk kkfk11- 1,Rt 4Ak• kkk AM#* A- kM• M* AA -AM*-M114(k4414* * *AA•Ak ****** rmtt Conditions: No changes will be made to the plans unless approved by the Engineer and ;the Tukwi 1a Du1 idint Oiv) Sort. All construction tp bar ctcrte in conformance with approved pIdns and requirements of the Uniform gui ldifg Code (1937 Edition as amended; Uniform Mechah i ca`.1 Ci de " t l 997 .Edition) and Wash ingtc n: State Eneroy Code t 1:997 Edition), . Validity of :Perm t t . The i ssuanoe of a permit .or appr oVa 1 of plans, spen,i f, i da t i. ns t and cornp`u t�a t i dris sha 11 not. be Con-, trued to to .a 'permit ,f.or t or an i. pprovA l oft any v;i o l at ion f'. any,afp.the',pro "vls;tons ,of: the building code ow of. ar�y tther ordinance of: the Jurtidh. tian. No permit presuming jive ei thor i ty . Wv I o l a te or oan01 the provisions of this code C,ita 1 1 •bed. va-I i d All errmlts, in3`peotidn r'cords, and approved plans shall be av 41nb1e Arit °Xt a .fob ;s.Ite prior to the start of any con-, gt r s : ion. These documentc �re to be maintained and v6 1- eb i trnti 1 1041 i nspec; t f on approval is-granted, hereby' c'ert ify° that I have red the ns t t ions and wi 1 1 -comp 1y 11th them . s out 1 i ned. Al 1 prov l.s i ons a #' law wind Ord t minces hover =.n i ng hit we 0/11114'0 1 b±e compl red With: Whether speCif Ied herein: or not, he grant ing of th 1 s permit does not presume to. g I vt authority. to,: v 10 l ate aw rtunda the provisions of any other work, or local laws' r�t+guldting. pn5tructlon or the performance of work.. Oat rant N _.,:oW.. CITY OF TL 43WILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number. SEA(i USE ONI Y ail 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: . T lCo A Value of Construction: s4' /c ,oc73. Site Address : City State/Zip: 2n+etec et+e✓ �GIS4. .6 i d 43 3.333 S. 12o PI, Sve)e r ra U Tax Parcel Number: I G %'L'iC -eit? PI Z g i • •70 O Property Owner: ,. T uxw (-AWL) A A ez`CO R Po (CA-10 �) Street Address: tty S ka�/z t r 1-2.20 1 Tvktvi la in-MevQ a'�i 3r i i�lvd- ,3eci - itoslum Fax II : (2aC,) 2_ 1 .oci 20 Contractor: ,. — " I (o �'t J./a • LOPES Phone: (SC.1(o) (D t if f c- x Lila ,-r3 72 Street Address; City State /Zip: TA.30rieS Y`'v i�C0300- 1 +etwe., 2' 2 -7 Fax 11: (2.'. ") .2.,_1(-• .736,‘„ Architect: L Oe• w008 C-'(eer) -c. Phone: ( ) Street Address: City State/Zip: 1 Soo In4•ernc) 4 i o c eve v-la Cov 5. Fax II: ( ) Phone: ( Engineer: t cxLW0cJ Ga r\ a C� 0c-� Street Addresss; ��� City State/Zip: Fax 11: ( �.�._. Contact Persoqr► \ll,,L Q av,i t pec eANV per a(jYfttoad ri x� art Phone: (200 J � Street Addr ss; 122 1 ) Sr 3v 14e. 313 ...524:14 - 0X 5taggip bi Fa#NZ 4.,c- 5zzs-' MISCELLANEOUS PERMIT REVIEW AND APPROVAL RE LASTED: (TO BE FILLED OUT BY APPLICANT) Description of work to be done (please be specific); R-e. Y oo. i 09 cb 4 iY1 Ski Yid UV.rxwe hs&e E, ..kpr ,- „ Su 5'1 ne SS (4w410 Will there be storage of flammable/combustible hazardous ni tterial in the buildings' ❑ yes Attach list of materials and stern: e location on s=te 8 1/2 X 11 hi wr indicant) r uantitles & Material Salo Data Sheers • Above Ground 'Tanks A Antennas /Satellite Dishes Bulkhead /Docks Commercial Rernof ❑ Demolition ❑ Fence ❑ Manufactured I-Ietgsl,i .Krlillact iiient only ❑ Parkins ❑ Retalnin. Walls ❑ Tent mrat Facilities ❑ Tree Collin; U Channeliaatiun /Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Meier /Exempt II ❑ Water Meter /Permanent N,,,� ❑ Water Meter Tamp N O Miscellaneous APPLICANT RE VEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS t_! Curb cut/Atcess/Sldewalk l_I Fire loop/Hydrant (chain to veru11)N: _ Welsh ❑ Land Altering: 0 Cut„ , uihic yards 0 nu__ cubic yards 0 _ sq. ft,gradinWelearing ❑ Sanitary Side Sewer 0; ❑ Sewer Main Extension d Ptiv4ite 0 Public ❑ Street Use ❑ Water Main Extension 0 Priv;ite 0 Public Sho(s): 0 Deduct 0 Water Only Sizelsl: Sizo(sl: Est. quantity; Schijchtlo: Moving Oversized t:u.id/hlauling MONTHLY SERVICE BILLINGS 70: Nam Phone: Address: City /Slate /Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER METER DEPOSIT/REFUND WTI INC: Name: Address: monamaramw Phone; City /State /lip: 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. Pate application accepted: 9/9/99 miwpms doe Date application expires: I /( Application taken by: (initials) > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED • ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT > STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER • CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) Current copy of Washington Slate Department of tabor 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 14-4, "Affidavit hi Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other titan the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this ,permit application and obtain the ,erg mit will be required as part of this submittal, 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 T1IIS PERMIT. BUILDING OWN. R OR AUTHORIZED AGENT: 't,fikill ,11'11 I( AfIO'V AND ki()tIIRIf) (Iff(KI ISiS IOit Above 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 PFRMI1 RFVIttV Submit checklist No: M -9 ri Antennas /Satellite Dishes Submit checklist No: M -1 0 Bulkhead /Dock Submit checklist No: M -10 0 Commercial Reroof Submit checklist No M -6 © Demolition Submit checklist No: M -3 0 Fences - Over 6 feet in Height Submit checklist No: M -9 Land Altering/Grading/Preloads Submit checklist No: M -2 O Miscellaneous Public Works Permits Submit checklist No: H -9 0 Manufactured Housing (RED INSIGNIA ONLY) Submit checklist No: M -5 C1 Moving Oversized Load /Hauling Submit checklist No: M -5 in Parking Lots Submit checklist No: M-4 0 Retaining Walls - Over 4 feet in height Submit checklist No: M -1 0 Temporary Facilities Submit checklist No: M -7 O Tree Cutting Submit checklist No: M -2 Current copy of Washington Slate Department of tabor 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 14-4, "Affidavit hi Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other titan the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this ,permit application and obtain the ,erg mit will be required as part of this submittal, 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 T1IIS PERMIT. BUILDING OWN. R OR AUTHORIZED AGENT: t `` 4x,0 1i.G'z4 i . 52,2.5.. gate: quo IG,10 Print name: SV� lean t c Phone: t0 I C 3,3 5st Fax II: (2,0(,) Address: 12.z.1 16t Su i 4e, 313 City/t0/414,11.4. (it) W 9$1(3 It 94/99 miscpnat.ckic 5vetsinn pest. 4a M% NASQRI P4 cOinrl r r �i�4 * �► ► r ', * *a pt ► *A * * **A* ►4r * *** *A4tik* * *A*A* *A **A*** CTtV ;: F °� TUKWXL A WA TRANSMIT C , , stir► *44 i,b' *,r< * *rr**, , a * * * * * * ** * * * *A * ** ► * * * *** *A** r*A* ****A *a RA 10A1T Nu bersb R01.00983 Amt,uritt 2.521.99 00 /01/01 14122 P y01nb: Mathud i CHECK Notation: JA JQNCU CODS =t I n i b: SK#3 Ml Pt NW t..'.MM N Mitt . +M MMMw ♦!M M.t.l.ts w H M M.lM1 =MMMM M M O!Y MMMn M M M M's M/Y MMr ;Pry 3 t Not MI01 -120 Typo: MIV:PERM MIt4CEI LANEOUS PERM t Parcel Not 102304-9069 9 00 Address: 3133 R 120 PL St: Flo Um: 100 Total Foos: 2,521.99 1.99 Total ALL Paitur 2.521.99 Balances .00 ***4 * * * * * * * * * * ****fr* ' 400* **ti ** * *A,***4* * *'** *fir pagr.rtption UUTLD N0 ^ RES PLAN, CHECK .. RES STATE UUILDINU t3URCHAROE Amount 1,525.75 991.'74 4.50 tR +. �.MIthti WM!.,1I..W.�♦ N.Me! a.fR!t W.M 7 TOTAL `riffs 'y: z'w • ' IN5PtCli NO CITV OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila ,WA 9818 INSPECTION RECORC Retain a copy with permn M7&412, PERMit NO, (206)431.3670 Project:. - --* . , , yp inspection: Ad, re s• Date cal ed: Special instructions: Idtri* p /a se.1444.41,‘ ., 0 . Date wan 0:- Requester: P one: 2- ~.737 Approved per applicable codes. Corrections required prior to a pp r ova I , • • ' • . P.-:•••.'"ir.,• • '; MOO, 0/ JIMA PrAl I II IMMA 4.' 7REINSPECTION fi REQUIRED, Prior to inspection, fee must be paid 2‘, at 6300 Southcenter Blvd. Suite 100, Call to schedule reins • ection. ( 4 ' ' • ' -,4161.11i:Z4 PERMIT COD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER MI01 -12$ PROJECT NAME: TYCOM SITE ADDRESS: 3333 S. 120 PLACE SUITE NO: 180 X Original Plan Submittal Response to Incomplete Letter #, - . .. Response to Correction Letter # Revision # _ AFTER Permit Is Issued DATE: 07_ -13 -01 DEPARTMENTS: 8 Jeg Division v Ir1 Rid •-1'' r t irW 6- (7 Fire Prevention tik 1-1/-a) Structural Planning Division Permit Coordinator gri DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete EZI' Comments: Incomplete DUE DATE: 07- 17 -01, Not Applicable ❑ TUES /THURS ROUTING: Please Route Er Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: ffROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions REVIEWER'S INITIALS: DUE DATE E O8 -l4 Not Approved (attach comments) ❑ DATE: CO C O IN O : DUE DATE Approved Ei Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: ig oito PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER M101.128 DATE: Q7.13 -01 PROJECT NAME: TYCOM SITE ADDRESSc 3333 S. 120 P ACE SUITE NO: 180 „,,,.„ Origina) Plan Submittal Response to Incomplete Letter #r_,___ Response to Correction Letter # Revision # AFTER Permit Is Issued DEP_A TMENTS: Building Division Public Works ri] Fire Prevention Structural Planning Division Permit Coordinator ❑ NATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: Not Applicable El TUES/THURS ROUTING: Please Route Z, Structural Review Required ❑ No further Review equi d ❑ REVIEWER'S INITIALS; DATE: APP VALS OR CORRECTIONS; (ten days) Approved ❑ Approved onditions REVIEWER'S INITIALS: ��. _... . • DUE DATE Not Approved (attach comments) Ej DATE: 7 I"2CO( ON ON: Approved ❑ Approved with Conditions REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) DATE: et urt PERMIT NO.: MT 01" (Zi3 BUILDING PERMITS INSPECTIONS 0 00001 Progress inspection Status ❑ 00002 Pre-construction ❑ 00003 investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre-Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Strut ❑ 00071 Mobile Home Tie Down insp ❑ 00072 Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains ❑ 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation 00300 Concrete Stab /Slab Insulation 00350 Crawl Space 00400 Shear Wall Nailing 00450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing 00600 Masonry Chimney 00610 Chimney Installation/AII Types 00700 Framing 00750 Roo 7Celling Insulation 00800 Floor Insulation 0801 Wall Insulation 00801 Exterior Roof insulation 00803 Glazing inspection 00815,,.,,,,,. Lighting and Controls 00900 Suspended Ceiling 01000 interior Wallboard Fastening 01001 Exterior Wallboard Fastening 01110 Pre-Move inspection 01115 Motor Inspection 1120 Pre-Demo 01140 Prc•roroof 1400 Final -Fire 01700 Final-Building 01900 Flnai•Reroof 03100 Site Visit 04000 Special•Concreto 04001 Special-Ulu in Concrete 04001 Spacial-Mom/Resist Conc Frame 04003 Special•Reinf Steel Prestress 04004 Special-Welding 04005 ..... ,.,, Special•High•Strength Bolting 04006 Special•Structural Masonry 04007 Spccial•Reinf Gypsum Concrete 04008 Special-Insulating Cone Fill 04009 Special-Spray Fireproofing 04010 Special-Piling, Piers, Caissons ❑ 04011 Special•Shotcretc ❑ 04011 Spccial•Grading, Excav/Fill © 04013 Special•Retaining Wall ❑ 04014,.,,.,,, Special-Panels ❑ 04015.,..,,,,, Special-Smoke Control System TENANT NAME: -1-(-'cDM CONDITIONS 2/0001 . No changes to plans unless approved by Bldg Div O 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing 0 0013 Partition walls attached to ceiling grid 0 0014 Readily accessible access to roof mounted equipment 0 0015 Engineered truss drawings & cotes shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017. Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifN/1ng fire retardant class of roof 019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications.,." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0Q21 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of 0 0023 Notify► Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 026 All structural masonry shall be special inspected 0027 Validity of Permit 0028 Rack storage requires separate permit ❑ 0003 Electrical permits obtained through L & 1 ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, fat concrete 0036 Manufacturers installation instructions required on site "BTU maximum allowed per 1997 WA State Energy Code" 0035 Contact PW Div to obtain insp for water /sewer connect 0038 A C of A will be required for this pesmit 0039 Final approval for all Ti whin the limits of the SC Malt 0004 ,,,,,,,,,, All mechanical work shall be under separate permit 0040 Ail construction noise to be in compliance with 8,2 TMC 1 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new constrict and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector 0008 All high-strength bolting shall be spacial inspected 0009 ,,,,,,.,,, Bolts installed in concrete shall be special inspected 0031 Comply with requirements of TMC 16,04 0034 , Removal of septic tanks require approval and compliance with King Co Health Dept, "Obtain required inspections from appropriate water & sewer districts" "Fuel burning appliances "Appliances, which generate,,,," "Water heater shall be anchored,,,," "Rcroof' Plan Reviewer: Permit Tech; pate: 7'" 3 _ z Date: !el PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER MI01 -128 _ DATE: 07 -13 -01 PROJECT NAME: TYCOM SITE ADDRESS: 3333 _S. 120 - PUCE__ SUITE NO: 180 ,21 ,Original Plan Submittal Response to Incomplete Letter # _ __ ___. Response to Correction Letter # Revision # .___.__ AFTER Permit Is Issued DEPARTMENTS: Building Division ❑ Public Works ❑ Fire Prevention Structural r Planning Division Ei Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (rues., Thurs.) Complete ❑ Comments: Incomplete DUE DATE: 07- 17 -01. Not Applicable ❑ TUES/THURS ROUTING: Please Route ❑ Structural R view Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: _i_ APPROVALS OR CORRECTIONS: (ten days) DUE DATE -91 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATIQ,f,j: DUE DATE Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) REVIEWER'S INITIALS: DATE: w.aoUIIDM 1 g PLAN REVIEW /ROUTING SLIP TIVITY. NUMBER MI01 -128 tOMECT NAME: T_Y_COM SITE ADDRESS: 3333 S. 120 PLACE SUITE NO: _1.80_ X 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 1. Permit Coordinator El DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07-1 AU. Complete Comments: Incomplete El Not Applicable El TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OK CORRECTIONS: ((en days) DUE DATE 08 -1411. Approved EJ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: O : DUE DATE,,,, Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS; _ _ DATE: VIRILOUIt DOC PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER MI01 -128 DATE: 07 -13 -01 PROJECT NAME:. OM SITE ADDRESS: 3333.5. 120 PLACE SUITE NO: 180 „►„_._„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: (rues., Thurs.) Complete Ej Comments: Incomplete ❑ DUE DATE: 07 -17 -01 Not Applicable El TUES/THURS ROUTING: Please Route S Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: I * [EA APPROVALS OR CORQEC. IONSs (ten days) DUE DATE 08- 14 -01. Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ DATE: REVIEWER'S INITIALS: VS CORREC_TIIOON DEJERMIINAT�,,, ION: DUE DATE__ Approved ❑ Approved with Conditions LJ Not Approved (attach comments) El REVIEWER'S INITIALS: DATE: MOM ux t JA. JONES C0NS1RUCTIDN To: City of Tukwila Building Department 6300 Southcenter blvd., # 100 Tukwila, WA 98188 Re: Reroofing Of Existing Wnretiouse Space a lntergate Gast business Complex This is to further clarify the scope of work involved with reroofing the existing warehouse space at Sabey Corporation's lntergate bast business Complex, with mailing address 3343 - 120`" Place South, Tukwila, WA. The existing (and original) roofing on the space is to, be removed complete, including all associated , (lashings and copings. A new Firestone 60 Mil 'I'PO White Membrane Roofing with 2 layers of'2.1" polyisocynurate insulation to achieve an R 30 thermal value is to be installed in lieu. The new roofing work will include constructing new parapet at east and west sides of the warehouse space, including all associated blocking, flashing, copings and sealants. The new roofing will be appropriately flashed/sealed at north and south sides of the space to adjacent areas of the overall warehouse complex, which have recently been reroofed themselves (with the same type roofing system), in order to ensure a weathertight condition and obtain applicable roofing manufacturer warranty. In addition to removing the existing roofing, sixteen (16) existing smoke vents with doors installed horizontally in the existing roof structure are to be removed and the openings blanked off with plywood as shown on the design documents. Existing thermal bait insulation beneath the existing roof structure is to be removed, along with a large number of high bay light fixtures and conduit /circuitry, several gas -fired unit heaters and service piping /vent stacks, complete wet sprinkler distribution system, an active 8" insulated domestic water line (to be lowered), and miscellaneous other mechanical /electrical components, all suspended from the warehouse space's existing wood roof structure. The only new loads being applied to the roof structure with exception of the new roofing are nine (9) new small lightweight exhaust fans, each weighing less than 75 lbs. There will RECr,vi- CITI' l .. u pi:pr f ( f11ER not be any other mechanical or electrical equipment installed on this warehouse space's roof as a part of the overall tenant improvements to be performed by TyCom, Inc. The total cost of this reroofing work is approximately $195,000.00, including removal and offsite disposal of the existing roofing and related components, construction of the new parapets, and complete installation of the new roofing system. Very truly yours, Byntffn B. Banner, 111 Sr. Project Manager J.A.Jones Construction } SECTION 02070 - SELECTIVE DEMOLITION Prepared By: Donnie Christmas ..; Nof-- Checked By: Ed Semchenko PART 1 - GENERAL 1.1 SUMMARY A. This Section specifies removal and disposal of existing roofing components, including fiberglass batt insulation below wood roof deck. B. Remove and dispose of the following existing components: 1. 3 -ply BUR membrane, and associated fleshings. 2. Roof insulation (below wood roof deck). 3. Roofing sheet metals, 4. Wood or plywood that is rotted or otherwise defective. 5. Existing overflow drain pipe extending above the roof. 6. Cut opening in existing plywood substrate for new roof mounted equipment. 7. Other components as needed to allow installation of new roofing. PART 2 - PRODUCTS (Not Applicable) PART 3 • EXECUTION 3.1 GENERAL A. Execute exterior demolition Work during dry weather only. B. If demolition operations involve pre -dawn activities, provide adequate lighting in work areas. C. Protect walls, paving, and other existing building features not scheduled to be removed. D. Organize demolition operations to avoid need to move debris across new roofing. E. Take precautions and implement measures needed to maintain safe conditions. Such precautions and measures shall be sufficient to prevent both bodily injury and property damage. F. Do not remove more existing waterproofing components in one day than can be replaced with new waterproofing components same day. 3.2 COLLECTION AND DISPOSAL OF DEBRIS A. Remove debris from roof as demolition operations progress; do not allow debris to remain on roof overnight. B. Dispose of debris off -site; comply with applicable laws. p:\epec‘0216124040344‘02070 • selective demaUtion•doc 021612.41 Revision 0 (22- JUN -2001) End of Section RECEIVED CITY OF TUKWILA 02070.1 , I1 1 , PERMIT (-' C. %COI h RI) .1,1 0 KIY/ 1:7 . � P9 cs .) fll4'-/U SECTION 06100 - ROUGH CARPENTRY Prepared By: Donnie Christmas fir✓` — Checked By: Ed Semchenko ,�• PART 1 - GENERAL 1,1 SUMMARY A. Section Includes: This Section specifies preservative treated lumber and plywood and associated rough hardware. 1.2 STORAGE AND HANDLING A. Protect materials from the following: 1. Dirt, oil, and other contaminants. 2. Increase in moisture content. 8. Stack lumber to provide air circulation within and around wood; sticker between each course. C. Store products in a watertight storage trailer or equivalent structure. (Exterior storage will not be acceptable.) D. Move products to roof level in quantities needed for immediate use only. Do not store products on roof, 1.3 QUALITY ASSURANCE A. Lumber Marking; identify each piece of lumber with grade mark of a recognized association or Independent inspection agency which is certified by American Lumber Standards Committee's Board of Review to grade species used. B. Plywood Marking: Identify each plywood panel with grade trademark stamp of a qualified inspection and testing agency which maintains control over quality of plywood employed in Work. Such stump shall provide all Information required by U.S. Product Standard PS 1. C. Treatment Marking: Identify each preservative-treated piece of lumber and panel of plywood in accordance with AWPA standard M2. 1.4 JOB CONDITIONS A. Install materials during dry weather only. 1.5 SEQUENCING A. Sequence Work so that installation of rough carpentry immediately precedes installation of roofing and sheet metals. pc\spe0021612404ukwtla\06100 - rough carpentry.doc 021612.41 061004 Revision 0 (22•JUN -2001) 4 O ::qn o2 'c "Y�l, eiyt v SECTION 06100 - ROUGH CARPENTRY PART 2 - PRODUCTS 2.1 LUMBER A. Material: Southern Yellow Pine, S4S, No. 2KD Grade, B. Preservative Treatment: AWPA C2 (with CCA preservative), kiln -dried after treatment to a maximum moisture content of 19 percent. C. Maximum Lengths: 10 feet. 2,2 PLYWOOD A. Material: APA B-C, Exterior, constructed from wood species that can be preservative treated. B. Preservative Treatment: AWPA C9 (with CCA preservative), kiln -dried after treatment to a maximum moisture content 0115 percent. 2.3 ROUGH HARDWARE A. Wood Screws (for Wood- to-Wood Attachment): Galvanized (hot- dipped) or 300 series stainless steel, phil ips or square socket, bugle head or equivalent type that does not require countersinking to produce flush Ht. If size is not identified on Drawings, furnish minimum #8. If length is not Identified on Drawings, furnish length needed to penetrate lumber substrate not less than 1 inch and completely penetrate plywood substrate. B. Masonry /Concrete Screws (for Wood- to-Masonry/Concrete): Minimum 3/16 inch diameter "Tapcon" with "Climaseal" finish as manufactured by ITW Buildex. Provide length recommended for condition by manufacturer. Equip each screw with minimum 5/8 inch OD galvanized (hot- dipped) washer. C. Other Fasteners: 1. Furnish other fasteners needed for Work which are appropriate for substrate and component being fastened; furnish galvanized (mechanical or hot - dipped) or 300 series stainless steel; type and length appropriate for intended use. 2. Nails are not to be employed unless prior approval is obtained from A/E or specifically called for on Drawings. If nails are approved or called for on Drawings, provide galvanized (double hot - dipped), common nails, ring-shank, length as needed to penetrate substrate not leas than 1-1/2 inches or, if substrate is less than 1-1/2 inches thick, full thickness of substrate. PART 3 • EXECUTION 3.1 INSTALLATION A. Predrill components being fastened before installing fasteners. Countersink wood components as needed to provide flush attachment. B. Install materials straight, in true alignment, and free of warp and gaps between abutting members. C. Fasten components rigidly in place; draw fasteners tight. p; \opec\02161240•tukwila\06100 • raugh carpenkry.40c 021612.41 Revision 0 (22 -JUN -2001) 06100-2 i • / SECTION 06100 - ROUGH CARPENTRY D. Do not use nails to fasten wood components unless prior approval is obtained from A/E or specifically specified on Drawings. E. If Drawings do not describe spacing of fasteners securing lumber, space fasteners at maximum 12 inch centers. 1. For 2 x 4 members, stagger -space fasteners along two parallel rows. 2. For 2 x 6 and larger members, fasten along two parallel rows with fasteners installed in each row at specified centers. Form 1/8 inch wide joints at abutting plywood panels over solid bearing. G. If Drawings do not describe spacing of fasteners securing plywood components, space fasteners as follows: 1. One fastener in each corner of each piece and at maximum 8 inch centers along perimeter edges between corner fasteners, 2. Fasten field area of each piece at maximum 12 inch centers along lines 16 inches apart. H. Set Hailers in full -bed of water cut-off mastic. 3.2 PROTECTION OF WORK A. Protect installed rough carpentry from moisture (rain and condensation) until roofing and sheet metal systems are installed. Do not leave wood components exposed overnight or during inclement weather. p:\spec\02161240•tukwila 06100 • rough Carpentry.dac 021612,41 Revision 0 (22- JUN -2001) End of Section 06100.3 SECTION 07501— MECHANICALLY FASTENED SINGLE PLY ROOFING Prepared By: Donnie Christmas Checked By: Ed Semchenko PART 1- GENERAL CONDITIONS 1.1 SUMMARY A. This Section specifies the following: 1. Roof insulation and fasteners. 2. Single-ply membrane. 3, Single -ply flashings, 4. Roofing accessories. 13. Material Furnished Under This Section for Fabrication and Installation Under Separate Section: Membrane manufacturer's TPO coated metal is specified in this Section but fabricated and installed under Section 07600. C. Related Section: Section 07600. 1.2 ROOFING SYSTEM A. In general, roofing system specified consists of the following: 1. Two layers of 2.1 inch thick flat stock tsocyanurate insulation screw attached to wood deck. (Tapered isocyanurate insulation will be utilized for cricket construction.) 2. Mechanically attached single-ply membrane. 1.3 QUALITY ASSURANCE A. Roofing system shall be applied by a roofing applicator authorized by roof membrane manufacturer to install membrane selected for inclusion in Work, Contractor shall be a Firestone Red Shield Licensed Contractor. 13. Have roofing membrane manufacturer inspect work at stages appropriate to construction progress, Have manufacturer visit and observe roofing not less than two times. C. Provide roof assemblies which comply with FM 1-90 ratings for selected insulations and mechanically fastened single -ply membrane. D. Provide roof assemblies complying with UL Class A criteria. E. Furnish products bearing FM approval and UL classification markings. 1.4 CODE REQUIREMENTS A. Provide roof system complying with the following requirements. 1, Factory Mutual Research Laboratories: a. FM 1 -90 wind uplift resistance, p ;\ pec102151240•tukwila\07501 • mechanically fastened single ply roofing•doc 021612.41 07501-1 Revision 0 (22- JUN -2001) r ig SECTION 07501— MECHANICALLY FASTENED SINGLE PLY ROOFING 2. Underwriters Laboratories: UL Class A membrane. 1.5 SUBMITTALS A. Submit the following 1. Material manufacturer's product data and instructions for installation. 2. Specimen copy of membrane manufacturer's warranty. 3. Shop Drawings which include details of flashing methods for penetrations and terminations, fastener layout, tapered insulation layout, and membrane sheet layout. 4. Certifications by producers of roofing and insulating materials that all materials supplied comply with all requirements of the identified ASTM and industry standards. 5. Certification that roof system meets specified FM and UL criteria. 1.6 PRODUCT DELIVERY, STORAGE AND HANDLING A. Deliver products to job site in original unopened containers or wrappings, B. Handle all materials to prevent damage. Place all materials on pallets, and fully protect them from moisture with clean canvas tarpaulins, C. Store bonding adhesives at temperatures above 40 deg. F. D. Store flammable materials in a cool, dry area away from sparks and open flames. Follow precautions outlined on container or supplied by material manufacturer. E. Remove damaged materials from Project site. F. Comply with material manufacturer's recommendations. 1.7 PROJECT CONDITIONS A. Install only as much roofing as can be made weathertight each day, including all flashing work. B. Install insulation, membrane, and fleshings over dry surfaces. C. Secure new and temporary construction, including equipment and accessories, against wind blow -off or damage. D. Install temporary waterstops at the end of each day's work; remove waterstops before proceeding with next day's work. Provide waterstop materials compatible with other materials. E. Prior to and during application, remove dirt, debris and dust from surfaces either by vacuuming, sweeping, or blowing with compressed air, F. Exercise care during application and storage to ensure deck and structure is not overloaded. C. Contaminants, such as grease, fats, oils and solvents, shall not be allowed to come into contact with the roofing membrane. pAspec‘0216124044wllaM07501- mechanically fastened single ply roofing.doc 021612,41 07501-2 Revision 0 (22 -JUN -2001) SECTION 07501— MECHANICALLY FASTENED SINGLE PLY ROOFING 1.8 CONTRACTOR'S WARRANTY A. Contractor warrants roofing will remain watertight and free of other defects for a period of two years following date of Substantial Completion. B. Defects include, but not limited to, the following: 1. Leaks in membrane and flashings. 2, Wet, insulation. 3. Curled, warped, crushed, improperly fastened, and loose insulations. 4. Fastener backout and other fastener defects, 5. Defects in lap seams. 6. Loose flashing sheets. 7. Other similar defects. C. Under terms of warranty, repair leaks and defects at no expense to Owner. D. Upon receipt of Owner's notification of need for repairs, complete repairs within 24 hours. if conditions beyond control of Contractor prevents completion of permanent repairs within 24 hours, make temporary repairs within such time limit, notify Owner of schedule for completing permanent repairs. 1.9 MEMBRANE MANUFACTURER'S WARRANTY A. Furnish Firestone's Red Shield, non - prorated, total system warranty that membrane and flashings will remain in n leak-free condition for ten years from date of Substantial Completion. Such guarantee shall cover both labor and materials. Guarantee shall include unlimited replacement of roof insulations which become moisture contaminated as result of leak In roof membrane or flashing. PART 2 - PRODUCTS 2.1 GENERAL A. Components of roofing system which are not produced by roof membrane manufacturer shall be materials which are acceptable to membrane manufacturer. 2,2 MECHANICALLY FASTENED SINGLE -PLY MEMBRANE A. Acceptable TPO Membrane Products: "Ulkraply TPO" by Firestone. B. Thickness: 0.060 inch. C. Roll Width: As required for FM 1.90 approval. However, sheet width shall be 6' -8 ". Provide half- sheets in corners and along perimeter roof edges as required for specified FM ratings and recommended by membrane manufacturer. D. Color: To match existing adjoining roof system. p.\spec102161240•tukwil4"07501 • mectiankcal:y fastened single ply rcofing.doc 021612,41 °75Q1-3 Revision 0 (22 -JUN -2001) • SECTION 075u1— MECHANICALLY FASTENED SINGLE PLY ROOFING 2.3 SINGLE PLY MEMBRANE FASTENERS A. Screws- and -plate fasteners recommended by membrane manufacturer and required for compliance with FM 1 -90 rating. 2.4 FULLY ADHERED SINGLE PLY FLASHING A. Acceptable Product: Same material specified for single ply membrane. B. Color: To match roof membrane selected. C. Adhesive: Type and brand recommended by membrane manufacturer. 2.5 MEMBRANE MANUFACT'URER'S ACCESSORY PRODUCTS B. Automatic Hot Air Welding Apparatus for Seaming of Sheets: Type and brand recommended by membrane manufacturer, C. Prefabricated Products: As recommended and produced by membrane manufacturer. D. Membrane Manufacturer's Coated Metal: Galvanized steel sheet metal coated by membrane manufacturer with material that will allow single ply membrane to be heat - welded to coated metal, 2.6 FLAT -STOCK ISOCYANURATE INSULATION A. Type: Isocyanurate board meeting physical requirements of ASTM C1289 and FS HH -1- 1972 /Gen and HH -t- 1972/2. B. Size /Thickness: 4' x 8' x 2.1" thick. C. Brand: Provide produce complying with the following: 1. Product approved by Firestone. 2. Product approved as component of UL Class A construction when mechanically fastened to wood deck and installed beneath selected single ply membrane. 2.7 TAPERED ISOCYANURATE INSULATION A. Factory tapered isocyanurate insulation matching brand of fiat -stock isocyanurate. B. Provide tapered insulation which has 1/2 "/12" slope. 2.8 TAPERED FIBERBOARD EDGE STRIPS A. Type: Factory -cut regular density fiberboard insulation, comply with FS LL -I.535 and ASTM C208, Class -C. B. Slope: Match slope of tapered isocyanurate insulation. p;'spec102161240•tukwila\07501 • medwnicnlJy fastened e4n81e ply roofinS.dvc 021612.41 07501 -4 Revision 0 (22- JUN -2001) 1 1 § 4 SECTION 075U1 — MECHANICALLY FASTENED SINGLE PLY ROOFING C. Physical Properties: 1. Water Absorption: Not more than 10% by volume (ASTM C20). 2. Liner Expansion: Not more than 0.5% (ASTM C209). D. Cane Fiber Content: None. E. Acceptable Product: Product approved by single ply membrane manufacturer. 2.9 INSULATION FASTENERS A. Screw- and -plate fasteners complying with FM 1-90 windstorm rating when used to secure insulation selected for Work and insulation is covered with mechanically fasten membrane selected for Work, B. Provide brand acceptable to both insulation and membrane manufacturers. 2.10 URETHANE ADHESIVE (FOR SECUREMENT OP TAPERED FIBERBOARD EDGE STRIPS) A. "Insta- Stick" by Insta -Foam Products. PART 3 - EXECUTION 3.1 GENERAL A. Install materials in accordance with the following. (Note: if recommendations /requirements are in conflict, notify A/E before proceeding with Work affected by conflict,) 1, Recommendations of material manufacturers. 2. Specified FM and UL ratings. 3. Requirements specified in this Section. B. install dry materials only. Remove wet or moisture damaged materials from Project site. Remove insulation materials which exceed product's equilibrium moisture content. C. Install materials over surfaces that are dry and free of defects that may prevent proper installation of materials, D. Install materials during dry weather only. E. Employ installation equipment recommended by material manufacturers. F. Thoroughly clean contact surfaces which will be heat welded or secured with adhesive. G. Whenever membrane installation activities are in process, assign an individual to continuously inspect welded seams for watertight integrity and membrane punctures. 1, Make visual inspections for obvious defects; make physical inspections with a dull - pointed instalment. 2. Do not allow seam defects or punctures to remain uncorrected overnight or during inclement weather. 3. Repair defects in accordance with membrane manufacturer's recommendations. p ; \spec102161240•hui0wi14 \07501 • mechanically fastened single ply roofng.doc 021612.41 07501 -5 Revision 0 (22 -JUN -2001) 1 SECTION 075u1 — MECHANICALLY FASTENED SINGLE PLY ROOFING 4. Install repair patches which have rounded corners. H. At conclusion of each day's activities, install water cut -offs along perimeter of completed membrane areas. 1. Contractor is responsible for constructing cut-offs in a manner that prevents moisture, from whatever source, from entering spaces beneath or between components of roofing assembly. 2. When Work is resumed, completely remove cut -off materials. I. Do not install more insulation in one day than can be covered the same day and before onset of inclement weather with completed membrane and fleshings. Do not use installation equipment -- generators, buggies, and other similar devices --that have wheels which are contaminated with coal-tar, asphalt, or other contaminants. 1. K. Protect surface of installed membrane from adhesives. 3.2 INSULATIONS A. Install abutting insulation edges to form straight, close fitting joints. 13. Cut boards to provide a smooth, close fit around protections through roof and along terminal edges; small pieces and scraps are not acceptable. C. Do not force boards into place. D. Arrange isocyanurate insulation as follows: 1. Arrange boards to comply with specified UL and FM ratings and membrane manufacturer's recommendations. 2. Place Insulation to form neat, straight rows. 3. Offset end joints in adjacent rows approximately 50% of board length. 4. Gaps between individual boards which exceed that required by membrane manufacturer will not be acceptable. E. Secure flat -stock isocyanurate insulation board with specified fasteners. I. Fasten each 4' x 8' isocyanurate board with not less than five fasteners in field area, six at perimeter areas, and seven at corner areas,. Provide additional fasteners as required to comply with specified UL and FM ratings and membrane manufacturer's recommendations. 2. Fasten smaller boards at rate not less than one fastener for every 3 sq. ft. of board area. 3. Install fasteners with depth - sensing screw gun to prevent overdriving. F. Provide tapered insulation crickets in locations called for on Drawing, and behind up -slope of equipment curbs and other locations where needed to provide effective, rapid drainage. I. Secure tapered isocyanurate with fasteners as specified for flat -stock material. 2. Along perimeter edge of tapered isocyanurate boards, install tapered -edge fiberboard insulation in specified Insulation adhesive. Apply adhesive at rate recommended by adhesive manufacturer. 3. Miter and install boards to form straight lines and smooth transitions. pAspe •021b1240•tukwUu∎07501= mechanically fastened single ply roofing.doc 021612.41 07501 -6 Revision 0 (22- JUN -2001) SECTION 07501— MECHANICALLY FASTENED SINGLE PLY ROOFING 3.3 MEMBRANE AND FLASHINCS A. Install membrane and fleshings to form smooth surfaces and straight, smooth seams. B. Arrange membrane sheets so that water flows over joints, not against joints. In isolated areas where such construction cannot be provided, apply continuous bead of sealant along exposed membrane edge. C. Install seam fasteners at 6 inch centers unless fastener pullout test is performed in accordance with Firestone's recommendations. If the average fastener pullout value is between 300# to 399 #, then the fastener spacing may be increased to 12 inch centers. Comply with FM 1 -90 ratings when membrane is installed over selected isocyanurate insulation and wood roof deck. D. Provide half- sheets along perimeter edge of each roof area as required to comply with PM 1-90 ratings. Increase number of half -sheet along perimeter edges and corner areas if half - sheets in excess of PM's criteria is recommended by membrane manufacturer. E. Construct and fasten side and end laps in accordance with specified quality assurance criteria and recommendations of membrane manufacturer. F. Secure flashing sheets in evenly spread applications of bonding adhesive. 1. Prior to Installing adhesive, thoroughly clean surface to be covered by flashing. 2, Unless otherwise recommended by flashing sheet manufacturer, apply adhesive over underside of flashing sheet and surface to that which will receive flashing. 3. Spread adhesive at rate recommended by flashing manufacturer. 4. Roll (press) fleshings Into adhesive to produce full bonding. 5. Extend flashing over tops of curbs. 6. Fasten top edge of flashing as recommended by membrane manufacturer. C. Provide prefabricated fleshings at all pipe and conduit penetrations. Clean substrates prior to installing such (lashings. 1. Execute such Work in accordance with manufacturer's standard details. 2. Secure top edge of such (lashings with stainless steel straps. Apply sealant around terminal edges. M. Hot -air weld all seams; to maximum practicable extent, use automatic hot-air welding equipment. 3.4 PROTECTION OF COMPLETED WORK A. Protect installed materials from physical damage until all Work is completed. B. To maximum practicable extent, limit traffic across installed membrane. If traffic across membrane cannot be avoided, install appropriate protective runways. 3,5 FINAL CLEANING A. After all membrane has been installed, clean roof to remove dirt, debris and other contaminants resulting from demolition and construction operations. End of Section p: \spec \02141240- tukwUa\07501 • tnetnanteauY fastened single ply roofing.doc 021612.41 075017 Revision 0 (22 -JUN -2001) 1 1g ith SIrCTION 07600 — ROOFING SHEET METALS Prepared By: bonnie Christmas I W4— Checked By: Ed Semchenko PART 1- GENERAL • y Vt.'4* • •ff - - ;. 1.1 SUMMARY A. Section specifies: 1. Roofing sheet metals and associated fasteners. 2. Sealants for use with roofing sheet metals. 3, Other related materials and accessories. • ..t 9. B. Related Section: Section 07501. (Section 07501 specifies membrane manufacturer's TPO coated metal for metal edging along gutters; such material is required only if membrane manufacturer's recommended perimeter edge details calls for TPO coated metal. Such material is fabricated and installed under this Section.) 1.2 DEFINITIONS A. Where the phrase " SMACNA Manual" appears in this Section, it means "Sheet Metal and Air Conditioning Contractors National Association's "Architectural Sheet Metal Manual," 1993 Edition. B. Where the phrase "NRCA Manual" appears in this Section, it means National Roofing Contractors Association's "The NRCA Roofing and Waterproofing Manual," Fifth Edition. 1.3 SUBMITTALS A. Prior to commencing Work specified in this Section, submit samples of preflnlshed galvanized steel showing manufacturer's full range of available colors. Submit samples applied to sheet metal bases; paper samples not acceptable. B. When Work specified in this Section Is substantially complete, submit preflnlshed metal manufacturer's guarantee, 1.4 QUALITY ASSURANCE A. Except as otherwise indicated on Drawings or in this Section, comply with the following: 1. FM "Loss Prevention Data Sheet 1-49." 2. Recommendations in SMACNA and NRCA Manuals. 3, Recommendations of manufacturer's of materials specified in this Section, 4. Recommendations of manufacturer of roofing system specified in Section 07501, B. Comply with same criteria where this Section or Drawings do not fully describe construction details, 15 STORAGE AND HANDLING A. Exercise care to prevent damage during transportation, storage, and installation of materials, p;\sp c \Q216124Q.tukwila \o760o.roofing sheet metals.doc 021612.41 Revision 0 (22- JUN -2001) 076004 ,I CTION 07600 -- ROOFING SHEET METALS 13. Store sheet metal clear of ground and in a manner which eliminates excessive handling. 1.6 SEQUENCING /SCHEDULING A. To maximum extent practicable, install sheet metal as roofing Work progresses. Provide temporary protection against moisture intrusion along roof edges and at penetrations until permanent flashing is installed. 1.7 GUARANTEE A. Guarantee that roofing metals will remain watertight for a period of two years following date of Substantial Completion. B. Under terms of warranty, repair defects in Work at no additional expense. C. Upon receipt of notification of need for repairs, complete repairs within 24 hours. If conditions prevent completion of permanent repairs within 24 hours, make temporary repairs within such time limit and provide notification of schedule for completing permanent repairs. 1.8 MANUFACTURER'S GUARANTEE A. Furnish prefinished metal manufacturer's 20 -year guarantee covering color fade, chalking, and film integrity. PART 2 - PRODUCTS 2.1 SHEET METALS A. Galvanized Steel, Prefinlshed: ASTM A 755, commercial quality, hot -dip galvanized steel, extra smooth, coil coated with 2-coat thermocured fluoropolymer topcoat system containing not less than 70% polyvinylldene fluoride resin by weight. 1. Resins: a. "Hylar 3000" by Ausimont. b. "Kynar 500" by Elf Atochem North America. 2. Acceptable Products: a. "Una- Clad" by Copper Sales. b. "Pac -Clad" by Peterson Aluminum. c. "Colorklad" by Vincent Metals. 3. Color: To match existing adjoining construction. 2.2 SHEET METAL THICKNESSES A. Provide thicknesses designated on Drawings. If Drawings do not designate thicknesses, comply with recommendations set forth in SMACNA Manual except as follows: 1. Continuous Cleats: One gauge thicker than metal which cleat engages. 2. Other Components: 24 gauge. p; \f pet \O216124O4ukwila\O760Q.rooiing sheet mwWs.doc 021612.41 Revision 0 (22 -JUN -2001) 07600 -2 • SECTION 07600 — ROOFING SHEET METALS 2.3 FASTENERS A. Nails: Common nails, ring - shank, lengths needed to penetrate solid wood substrate not less than 1 -1/2 inches and full thickness of plywood. Provide hot - dipped galvanized nails for galvanized steel and aluminum sheet metal. B. Rivets: Same material as sheet metal or other noncorrosive metal as recommended by sheet metal manufacturer. C. Expanding Shank Fasteners: zinc cast expanding shank fasteners with stainless steel nail; equip with EPDM sealing washers where fasteners are exposed to weather; t4-inch OD by length recommended by manufacturer for substrate. D. Stainless Steel Seal- Washer Screws: 300 series stainless steel hex - washer head screws, sharp point with bonded stainless steel seal washer (EPDM); minimum #10 by length needed to penetrate solid wood substrate not less than 1 inch and full thickness of plywood. E. Sheet Metal Screws: 300 series stainless steel for galvanized steel, aluminum, and stainless steel sheet metals. Brass or bronze for copper sheet metals. P. Wood Screws: 300 series stainless steel for galvanized steel, aluminum, and stainless steel sheet metals. Brass or bronze for copper sheet metals. Provide length needed to penetrate solid wood substrate not less than 1 inch and full thickness of plywood. 2.4 SEALANTS A. Curt-Grade Sealants: 1. For metal to metal applications: Silicone; "795" by Dow Corning. 2. For metal to masonry /concrete applications: Urethane; "1a" by Slka or "NP1" by Sonnebome Building Products, 2.5 MISCELLANEOUS MATERIALS AND ACCESSORIES A. Pipe -Type Draw Bands: 300 series stainless steel. 2.6 FABRICATION A. General Criteria: 1. Except as otherwise indicated, fabricate units in 8 foot to 10 foot lengths. 2. Shop fabricate components to maximum extent practicable. 3. Custom fabricate components to dimensions obtained by field measurements. 4. Form components to produce straight lines and smooth transitions. 5. Provide components that are essentially free of oil - canning, buckles, and tool marks. PART 3 - EXECUTION 3.1 EXAMINATION AND CORRECTION OF DEFECTS A. Before installing sheet metal components, examine substrates and determine whether substrates are securely anchored, and whether defects are present that may prevent proper installation, p:\ apes \021b1240•tukwil4 \07600•roofing sheet metels.doc 021612.41 Revision 0 (22- JUN -2001) 07600 -3 • • ' SECTION 07600 — ROOFING SHEET METALS B. Do not proceed with installation until defects have been eliminated. 3.2 GENERAL CRITERIA A. Install components to produce straight lines and smooth transition. B. Construct seams and joints that are permanently watertight. C. Arrange units of Work to provide for thermal expansion and contraction. D. Anchor units of Work securely in place. E. Conceal fasteners where possible. Where fasteners are exposed, equip fasteners with waterproofing gaskets /seals, F. Where exposed fasteners are visible from ground level or from higher interior elevations, provide fasteners painted to match color of metals which fasteners secure. C. Before commencing installation, remove protrusions from substrates. H. Where metals of differing types come in contact, segregate metals by applying heavy coat of asphalt- mastic paint over both contact surfaces. I. Where aluminum comes in direct contact with preservative treated wood or plywood, cover substrate surface with layer of red rosin paper; and then cover red rosin paper with layer of polyethylene underlayment. 3.3 RIVETED SEAMS A. Seal lapped surfaces with sealant before installing rivets. Install sealant between contact surfaces and along line where rivets are installed; do not apply sealants along seams after Installing rivets. B. Install rivets at 1 -inch 10 1 -1/4 -inch centers. C, Rivets and seal seams to produce completed Work equal in watertightness to seamless construction. 3,4 CONTINUOUS CLEATS A. Anchor continuous cleats M centers Indicated on Drawings. If such data is not provided on Drawings, anchor cleats at maximum 8 -inch centers. B. Install fasteners in vertical face of cleat along line located as close to bottom drip edge as is practicable. C. install cleats to form' -inch wide open joint between abutting sections. D. Offset joints in cleats from joints in metal units which cleats secure not less than 12 inches. E. If drip edge of units secured by cleats cannot engage cleats as units are set in position, hand -tong drip edges to continuously engage cleats. p; spec \O2161240- tukwila\076OO.toofing *beet metai3.d c 021612,41 Revision 0 (22- JUN -2001) 07600 -4 StCTION 07600 -• ROOFING SHEET METALS 3.5 CLEANING AND PROTECTION A. Clean exposed metal surfaces. B. Touch -up marred colored metal surfaces as recommended by metal and paint manufacturers to produce unblemished appearance. If touch-up does not result in unblemished appearance, replace affected units of Work. C. Protect Installed materials until Substantial Completion. pAipec\02161240.tokwilA07600quotins eiwet rnet.s.dac 021612,41 Revision 0 (22 -JUN -2001) End of Section 07600 =5 P625 O$2.000 (*197) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL •- ,, ;; REGI sT . # EXP. DATE C C01-.,••;01JONECCi 4.7.PA. 09/30./2001 EFFECTIVE DATE -. _.10/b1f1966 • J'A* ;JONES -CONSTRUCTION 'COMPANY J•A JONES DRIVE. • CHARLOTTE NC 28287 -1111 F023.033.000.18/97) =---- Deiaah And Dbplay Canifiratr REGISTERED AS PROVIDED BY LAW —A4 CONST CONT GENERAL p •: REGIST . # EXP. DATE CC01;,% JJONECC147PA-09 /30/2001 EFFECTIVE DATE" "x.0/01/1986 iJ- Ar JON'irS- ,CONSTRUCTIOJ 'COMPANY J A JONES;DRIVE; r••;, X1'4' �' CHARLOTTE' NC" 26287-1111 Slgnawro Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold city of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director September 27, 2002 Ms. Sue Ann Peck 1221 1st Suite 313 Seattle, WA 98101 RE: Permit Application No. M101.128 Location: Tycom 3333 S 120 PI, Suite 180 Dear Permit Holder. In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit Issued by the Building Oficial under the provisions of this code shall expire by limitation and become null and void if the building or work authorised by such permit is not commenced within 180 days from the date of such permit, or If the building or work authorised by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: 'Call the City Of Tukwila Permit Center et (206) 431.3870 to arrange for the next scheduled inspection This Inspection is Intended to determine If substantial work has been accomplished since Issuance of the permit or last inspection; or If the project should be considered abandoned. The Building Code does allow the Building Official to approve a gatilauumagigaimisLizzign. Extension requests must be In writing and provide satisfactory reasons why circumstances beyond the applicant's control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to October 18, 2002, your permit will become null and void and any further work on the project will require a now permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Kathryn A. Stetson Permit Technician G. Xc: Rerrn t FIN NO,M101- 128 4 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 0-0 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director January 18, 2002 Ma. Sue Ann Peck 1221 First Ave., Suite 313 Seattle, WA 98101 RE: Permit Application No. MI01.128 Tycom 3333 8.120 PI Location: Dear Permit Holder: In reviewing our current records the above noted permit has not received a final Inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit Is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit Is suspended or abandoned at any time after the work is commenced for a period of 180 days, Based on tho above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (208) 4314870 to schedule a progress or a final Inspection A progress Inspection is Intended to determine if substantial work has been accomplished since Issuance of the permit or last Inspection: or If the project should be considered abandoned. If such determination Is made, the Building Code does allow the Building Official to approve a one•tinrq . Extension requests must bo in writing and provide satisfactory reasons why circumstances beyond the applicant's control have prevented action from being taken, In the event you do not call for the above inspection or request and receive an extension prior to February 19, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Kathryn A. Stetson Permit Technician Xc: Q. tltazhrN e Qrrtig n" 8uiidnOfficial 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206431.3665 4 : eed Current Contractor Registration Card: Yes eed to Enter Contractor information in Sierra: Yes