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HomeMy WebLinkAboutPermit MI97-0028 - BOEING WILLIAM - REROOF4_.006INar LD6to MIci I- 00 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: 883650 -0110 Address: 1101 ANDOVER PK W Suite No: Location: Category: ACOM. Type: MISCPERM Zoning: Const Type: RE -ROOF Gas /Elec.: Units: 001 Setbacks: North: Water: N/A Wetlands: Permit No: Status: Issued: Expires: MI97 -0028 ISSUED 04/02/1997 09/29/1997 Occupancy: OFFICE UBC: 1994 Fire Protection: .0 South: .0 East: .0 West: .0 Sewer: N/A Slopes: N Streams: Contractor License No: CUSTOR*291M9 OCCUPANT WILLIAM BOEING BUILDING 1101 ANDOVER PK W, TUKWILA, WA 98188 OWNER BOEING WILLIAM E JR 1325 4TH AVE SUITE 1940, SEATTLE WA 98101 CONTRACTOR CUSTOM ROOFING, INC. Phone: 206 762 -0170 8001 FIFTH AVENUE SOUTH, SEATTLE, WA 98108 CONTACT STEVE LARSON Phone: 206 762 -0170 8001 FIFTH AVENUE SOUTH, SEATTLE, WA 98108 ******** k******************************************* * * * * * * * * * * * * * ** * * * * * * * * * * * *k * ** Permit Description: TEAR OFF EXISTING ROOFING AND REPLACE WITH 4 PLY MINERAL SURFACED CLASS "A" SYSTEM. **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 32,800.00 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: Storm Drainage: N Street Use: N Water Main Extension: N Private: Public: **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 426.25 ********************************* ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Public: Permit Center Authorized Signature:��s� Date `^lc._ -57/_ -- I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. // Signature: asjf jeAfiLkw r L ti0s — t��c�''.ir'�� Date: `f - J -- t Print Name: j 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. 'Address Teriant:. ANDOVER PK W ::Status:. ISSUED •Type,. MISCPERM.::. `Applied: 03/31/1997 Parcel #::883550 -0110 Issued: 04/02/1997 •k•ik *: * * ** * * *•k. * * ** k*C'4:,4: ,„ 4 4**1******A**4*.***,**440.***4*4****** *k*•h *•k•k k. ** k** *.* k **** : P'ermi:t' Condition 1. ':':No changes will be made` to ',the plans •unless approved by the: or Engineer~ and the.Tukwila Buii ding, _DiV i's ion -' Al l • pet'ml.ts.t ,.inspection :recuds `. and'.approved plans :shal 1 'be available at the j•ab s i :te` .pri o � to `the ' t,artt, :of . any con - structi on:.. These :do:Cuiments '.ar;e,. to,,::be ma i n t a i ne.d. and a v a 11- able until final iinspection.'ap'prova ;l is granted • Validity of ;Pe'rm'it..,, The' i ssivance` of ,�a per m:i ti:,. or a`ppr,ova,l . plan's''•spe,clf1cat;icwnFs,, :,,and computations shall not be c,on•.' strrued tol':be' a. ,perrit for,.: or-an ''ap'prova,l of,i any violation of any of the:‘.pr`a,vl'sions of the bu11ding. code or. of any ,other ortdina"nce., of the 'jur ISO ic:t'i`.bn. No permit 'preSuming;,to ::give authority to violate 'o' .r•• cancel' the provision:;:.of ;this ;, code �sh.a11• be va l i'd. . All constiuction to be,done in conformance with approved:„ p 1ans.,:'and:•_`requirements,'. of the Uniform Bui 1ding Code '(,1994 . Edi,t,i`an) ".as amended,' Uniform' = Mechanical Code; (19,94':Edi.t'i,on) and,'';r4ash i'h`gtori State:,: Energy: ,Code (.1994': Ed..1 t i on) . CITY OF r IKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 FOR STAFF USE ONLY Project Number: Permit Number:':_ c Miscellaneous Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Name/Tenant: I„V't u A l Y1C • �' - ' i it 1. 16- n' :. e. Value of Construction: f-r op . .I.7 Site Address: City State/Zip: 1101 A�U pnuEk PA i /{ LL2gsr TL ,ILA'd'L Tax Parcel Number: gS36,S2') -0 /ID -09 Property Owner: BO E i 4)(7 Lt-.) /t. c./ /117 6 , tiTR Phone:.r, c r< ��.v.K) PROs: /'1&/ . bA. 1-1 - 4-/ 4/ I y Fax #: Street Address: 4 L.19 A 4. a a n9 N R e--- E_ rvi c -v r City State /Zip: Contact Person: /� /p P. STEVt& 4.AR'Sox j PES. Phone: �JJ 7h,2.-GI7D Fax #: Street Address: r }� City State /Zip: Contractor: (1 Lc s re/Pt lease x-/ .„t/G� bile 0 Metro Phone: 76 -/-)170 Street Address: City State /Zip: Fax #: _n Architect: Phone: Street Address: F City State /Zip: Fax #: Engineer: L�� Phone: Street Address: City State /Zip: Fax #: # MISCELLANEOUS PERMIT REVIEW AND- APPROVALREOUESTED:: OBE FILLED OUT BY APPLICANT Description of work to be done: 7-6.Ie - o - 4-1eE— .n. Will there be storage of flammable /combustible hazardous material in the building? ❑ yes io list of materials and shore o location on se crate 8 1/2 X 11 paper Indicating guuantt itiio & Material Safes Data Sheets TAttlach LJ Above Ground Tanks U Antennas /Satellite Dishes Bulkhead/Docks Commercial Reroof ❑ Demolition ❑ Fence ❑ Mechanical ❑ Manufactured Housing- Replacement only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting APPLICANT REQUEST. FOR: MISCELLANEOUS PUBLIC WORKS PERMITS : ❑ Channelization/Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt # ❑ Curb cut/Access /Sidewalk ■ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. tt.grading/clearing l❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only Size(s)* Size(s): Size(s): Est. quantity: gal Schedule: ❑ Moving Oversized Load/Hauling ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous MONTHLY SERVICE BILLINGS TO: Name: Phone: Address: City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER METER DEPOSIT /REFUND BILLING: Name: Phone: Address: City /State /Zip: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: ?)13i tG ) Date application expires: q )30 /cm Application I _by: (Initials) ALL MISCELLANEOUS P : SIT APPLICATIONS MUST BE SUB ➢ 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 ➢ C1VIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) ED WITH THE FOLLOWING: 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 ". Building Owner /Authorized Agent. If the applicant is other than the owner, registered architect /engineer," or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit. this permit application and • obtain the permit.will be required as part of thic.submittal. ! HEREBY CERTIFY THAT t HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: £. SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PERMIT REVIEW ri Above Ground Tanks /Water�Tanke:= Supported directly upon °grade > exceeding 5,000 gallons and a ratio of height to diameter or width which exceeds 2:1 : Submit: checklist No :,:M 9 71 Antennas /Satellite Dishes , Submit checklist No:. M -1 Cmj Awnings /Canopies - No signage Commercial Tenant Improvement Permit ri Bulkhead/Dock Submit checklist No: M -10. Submit checklist No: wM 6 " ` -' Commercial Reroof 0 Demolition .Submit checklist: ; No M 3; ;,M -3a 0 Fences -.Over 6 feet in Height Submit' checklist 'No:.' M -9 , O Land Altering/Grading/Preloads Submit checklist No: M -2, cl Loading Docks Commercial Tenant Improvement Permit:'" Subrnit,checklist No ::H -17 Mechanical (Residential & Commercial) Submit checklist No M -8; Residential only - H -6; H -16 0 Miscellaneous Public Works: Permits Submit checklist No: H-9 Manufactured Housing (RED: INSIGNIA ONLY) : ' Submit checklist < No :. M -5• CI Moving,Overslzed Load/Hauling: Submit checklist: No:,. M -5:: Parking Lots Submit checklist : No: M -4 Residential Reroof - Exempt with following exception: If roof structure to be repaired or replaced Residential. Building Permit Submit checklist • No: M -6 J Retaining Walls - Over 4 feet in height Submit checklist ; No: M-1 in Temporary Facilities Submit checklist No: M -7 , r rl Temporary Pedestrian Protection /Exit Systems Submit checklist - . • No: M -4 in Tree Cutting Submit checklist No:: M -2 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 ". Building Owner /Authorized Agent. If the applicant is other than the owner, registered architect /engineer," or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit. this permit application and • obtain the permit.will be required as part of thic.submittal. ! HEREBY CERTIFY THAT t HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: £. c s ; ,, /`t /V n 1~ I ) . , / .1,1-_, Signature: �j /l e•4 -t li , f•'t ••sl ' . _ L :e_ L✓ 40 Date: , ., / tS , } �!" ���CL Print name: L fl c6� it 4. AAL'�, /, .�L' Phone: 7t -l'17) 1 Fax e:7!%C- 0171'1, Address: -s- ,4 ST - City /State /Zip: c �, SC-A�7 T� F IL)A .. l ein AA IC/''DA AT new-. 7/1 ninc e77777"71777711111711T1707,77'7 A***h******kk***,0,4*****h*****hhif*****k***A**4,4**k*****k******** CITY OF TUKWILA2t: •WA 17_ TRANSMIT hhh****************** * hit.** ****A*W***ft*************** TRANSMIT:Number:'R970055'9iAmount: 426.25 04/02/97 10:31 Paymentiletnt0 CHECK Notation; CUSTOM R1017;140 Init:.SLB, rO, perMit No mir-9020 Type: MISCPERM MISCELLANEOUS PERMIT Parcel :No: 88365Q-0110 Site Address:f1101ANDOVER PK W • • Total Feed: • .A26.25 I This Payment • . 7 : 426.25 Total ALL Pints: • 426.25, Oalance:t 1 ...OD Account Code Description 000/322.100 BUILDING - NONRES 000/386.904 STATE BUILDING SURCHARGE Amount 421.75 . wr.rwwwr.,wuww+.ww.wr.w�+�IY.MQ INSPECTION RECORD _ I Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 1l. PERMIT NO. 0E3-43'1 70 Projectt:, / /6,../"..; Type of inspe on: —, Addre s: Date called: Special instruc Ion : Date wanted 1,2_ a.m. p.m, Requester: Phone No.: .,[I Approved per applicable codes, Corrections required prior to approval. COMMENTS: 04.■ AC?",elft Inspector. , r 1 $42.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Date r f w 92_ 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Project , Boel,o ,61 / Type of inspection: F.1 , v\j Addrefibt. Date called: %-- ... 1 r.ei i Special instructions: f c E n .A� (y, �'i��'� Date wanted: sie (Z"� a� p.m. Requester: ,5 IC\'re.„ Phone No.: 950, i 1G,-? 1 Ov, Approved per applicable codes. COMMENTS: Corrections required prior to approv 110)--0110 •Y Inspector: Date. $4 00 REINSPE TION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100,. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: i 11, 0� Cam, eon tit , �✓ Type of inspection: o r.+z- .Q.r .. Address: 1101 psodowy d Date called: 4.....7. t S ecial instructions: M-9.06 cv.X\ d 5tvue wlll r -Q.1- you • IQ,Illar#GrLI kn' Date wanted: f , q-7 `'( 1 a.m. Requester: QUQ.. PhoneNo.: a—�© gApproved per applicable codes. COMMENTS: Corrections required prior to approval. t S 1`y &z. .. (L )1`*D -r RILAC.t'j4. I Inspector: c j , Date: �r�(i7 .tiu- t./t --- / f F-1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 1 t_• .,_ . 6. 80O1 5TH .AVENUE SOUTH SEATTLE, WASH. 98108 PHONE 782 -0170 City of Tukwila -Dept. of Community Dev. 6300 Southcenter Boulevard -Suite #100 Tukwila, Washington 98188 Final inspection letter of certification permit number MI 97 -0028 Address: 1101 Andover Park West To whom it may concern: This letter is to certify that as of April 29, 1997; We have completed the above referenced project. Per our cover letter and application of March 31, 1997. The existing roof was torn off and disposed of. We installed new roofing per Schuller spec. #4GIC. and along. with new 22 ga. galvanized metal coping. This system has a class A fire. rating on it. Sincerely, Custom Roofing Inc. ,aftwi hci-c2icir\ Steve Larson, Pres. Manville Four Ply Mineral Surfaced Fiber Glass Built -Up Roof Specification 4GIC For use over Concrete or Other Non- Nailable Decks and Fesco® Board, Fes - Core ®, Fesco- Foam ®, UltraGard Gold ®, UltraGard Premier or Approved Insulation with Inclines of 1/4" to 6" per foot For Regions 1, 2 & 3 U.L7.C10 10,11liis `CIis A ' `- :x ' Max: Slope: 1 ' /2" Deck: Non•Combust, Insulation: Fesco, Fes -Core, Fesco -Foam, UltraGard Gold,UltraGard Premier Option, 2" Retro•Fit' overlay Surfacing: as ap Class B Max, Slope: 3" Deck: Non-Combust. Insulation: Fesco, Fes -Core, Fesco -Foam, UltraGard Gold, UltraGard Premier, none Option: '/2" Retro•Fit overlay Surfacing: GlasKap Max, Slope: 1" Deck: Combust. & Non - Combust. Insulation: Fesco, Fes -Core, Fesco -Foam, UltraGard Gold, UltraGard Premier, none Option: i/2" Retro -Fit overlay Surfacing: GlasKap General This specification Is for use over any type of structural deck which is not nailable and which offers a suitable surface to receive the roof. Poured and pre -cast concrete decks require priming with Manville Concrete Primer, It is also for use over Fesco, Fes-Core, Fesco•Foam, Ultra - Gard Gold, UltraGard Premier or other approved insulations which are not nailable and which offer a suitable surface to receive the roof. Insulations should be installed in accordance with Manville Insulation Specifications 500, 501, 502, or 503. Refer to the Manville Industrial /Commercial Roofing Systems Manual. It can also be used over Manville Recover Specifica- tions RC -1, RC -2, RC -3 or RC -4. This specification is not to be used directly over gypsum, lightweight insulating concrete decks, either poured or pre-cast, or over fill made of light- weight insulating concrete. Design and installation of the deck and /or roof substrate must result in the roof draining freely to outlets numerous enough and so located as to remove water promptly and completely. Areas where water ponds for more than 24 hours are unacceptable and will not be guaranteed. Note: All general instructions contained in the current Manville Industrial /Commercial Roofing Systems Manual should be considered part of this specification. Fleshings Flashing details are available on separate specification sheets or can be found in the Built-Up Roofing Systems Products and Specifications Manual or the Manville Industrial /Commercial Roofing Systems Manual, Non•Nallable Deck or Approved Insulation Concrete Primer (I1 Roqulrod) Asphalt •I • GlasKap • Mineral Surface , Cap Smoot . • End Laps Broken • 3• Apart (Min.) • -r— B" End Lap • Asphalt Materials per 100 sq. ft. of Roof Area Concrete Primer: If required 1 gal. Felts: GIasPIy' Premier or GlasPly IV 3 plies GlasKap Mineral Surfaced Cap Sheet 1 ply Bitumen: Incline per foot Up to 1" 1" to 3" 3" to 6" Asphalt Nominal Weight 170 °F, Type II, Flat 69 lbs. 190 °F, Type III, Steep 69 lbs. 220 °F, Type IV, Special Steep 69 lbs. Approximate Installed weight: 174 - 218 lbs, Application Note: On roof decks with slopes up to 1" per foot the roofing felts in mineral surfaced specifications may be installed either perpendicular or parallel to the roof incline. Using GIasPIy Premier or GIasPIy IV, start with a piece 12" wide, then over that, one 24" wide, then over both, a full width piece. The following felts are to be applied full width, overlapping the preceding felts by 24 2/3" so that at least 3 plies of felt cover the substrate at all locations. Install each felt so that it is firmly and uniformly set, without voids, Into the hot asphalt (within 25 °F of the EVT) applied just before the felt at a nominal rate of 23 Ibs. per square over the entire surface. When installed over insulations, more or less than 23 Ibs. per square of roofing bitumen may be needed due to the absorbency of the insulation. eff4100, 400:9, �.. 80015TH AVENUE SOUTH SEATTLE, WASH. 98108 PHONE 762 -0170 March 31,1997 City of tukwila -Dept. of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Attn: Plans Examiner Re: Tear off & re -roof office building @ 1101 Andover Park West Dear Plans Examiner: We are requesting a permit for the above referenced project. Attached, for your information, are copies of the roof specification sheet & real estate tax account statement. The existing roof appears to be a 4 ply mineral surfaced.. Class_ "B" system, approximately 15 .Years old, insu7:ated , from below, :the .root deck.. in, accordance with W:"S.E:C. section 1;132.1,< exception #6 We are proposing to tear -off the existing roofing and metal coping to the deck and replace it with 4 ply mineral surfaced Class "A" system over insulating retro fit cover board. New coping will be 22 gauge galvanized pre - primed and painted. If further information is required, or if you have any questions, please contact me at the number above. Sincerely, Custom Roofing, Inc. ,Olaue, h a2601„,, Steve Larson, Pres. RECEIVED CITY OF TUKWILA MAR 3 1 1997 =MUM' (NCAPTeQ Specification 4GIC Four Ply Mineral Surfaced Fiber Glass Built -Up Roof For use over Schuller insulation, approved decks or other approved insulations, on inclines of 'h" to 6" per foot (20.8 to 500 mm /m) For Regions 1, 2 and 3 • Non- Nallable Deck or Approved lnsulatIon Concrete Primer (i1 Required) Bitumen .OtesKep Mineral Surfaced ' Cap Sheet • End Laps Staggered • • 3' Apart (Min.) 2' Lap ',. . •e' Ertl '..I. Lap - -f OlasPly Premier, OlasPly IV or PermaPl•R 11 V3. Exposure F'Ita..� Glas ;remier; PermaPly-R .GlasKap';Mineral Surfaced Ca Bitumen (Interply): "5,.. Incline"Per foot . Asphalt ?�'l i `,Nomina Wei n? Up to 1! 170 °F, Type 1I, Flat k; • �'.. } ;' 92 lbs. 1 " to 3" 190 °F, Type III, Steep ' ° '92 lbs. C 3" to 6" 220 °F, Type IV, Special Steep 92 lbs. 0 to 6" PermaMop ;' . 92 lbs. Approximate installed weight: 174.218 lbs. • General This specification is for use over any type of approved structural deck which is not nailable and which offers a suitable surface to receive the roof. Poured and pre -cast concrete decks require priming with Schuller Concrete Primer prior to application of hot bitumen. This specification is also for use over Schuller roof insulations or other approved rigid roof insulations, which are not nailable and which offer a suitable surface to install the roof. Specific written approval is required for any roof insulation not manufactured or supplied by Schuller. Insulation should be installed in accordance with the appro- priate Schuller Insulation Specification detailed in the current Schuller Commercial /Industrial Roofing Systems Manual. This specification can also be used in certain reroofing situations. Refer to the "Reroofing" section of the Schuller Commercial /Industrial Roofing Systems Manual. This specification is not to be used directly over poured or pre -cast gypsum or lightweight, insulating concrete fills. Design and installation of the deck and /or substrate must result in the roof draining freely and to outlets numerous enough and so located as to remove water promptly and completely. Areas where water ponds for more than 24 hours are unacceptable and are not eligible to receive a Schuller Roofing Systems Guarantee. Note: All general instructions contained in the current Schuller Commercial /Industrial Roofing Systems Manual should be consid- ered part of this specification. Flashings Flashing details can be found in the "Bituminous Flashings" section of the Schuller Commercial /Industrial Roofing Systems Manual. Application Note: On roof decks with slopes up to 1" per foot (83.3 mm /m), the roofing felts may be installed eitherperpendicular or parallel to the roof incline. On slopes over 1" per foot (83.3 mm /m), refer to Paragraph 6.11 of this section for special requirements. Using GlasPly Premier, PermaPly -R, or GlasPl IV, apply a piece 12" (305 mm) wide, then over that, one 24" 610 mm) wide, then over both, a full width piece. The following fe is are to be applied full width, overlapping the preceding felts by 24W (627 mm) so that at least 3 plies of felt cover the base felt /substrate at all locations. Install each felt so that it is firmly and uniformly set, without voids, into the hot bitumen (within ±25 °F [±14 °C1 of the EVT) applied just before the felt at a nominal rate of 23 lbs. per square (1.1 kg /m') over the entire surface. Installation over porous substrates such as roof insulation may require up to 33 lbs. per square (1.6 kg /m') of hot bitumen. Surfacing Prior to application of GiasKap, cut the cap sheet into handleable lengths (12' - 18' (3.66 m - 5.50 mil. Lay the material out on the roof and allow it to relax and flatten. To accommodate a full width sheet, apply a mopping of hot asphalt, approximately 20 °F above the EVT, at a nominal rate of 23 lbs. per square (1.1 kg/m2). (The higher temperature of asphalt maximizes the bonding of the cap sheet to the ply felts.) Then Hop the cap sheet into the hot asphalt. On subsequent courses, the cap sheet is positioned upside down, directly over the sheet in the preceding course such that the side lap area of the preceding sheet is exposed. Care should be taken to maintain 2" (51 mm) side laps and 6" (152 mm) end laps. Asphalt is applied in the same manner as before, making sure to also cover the 2" (51 mm) exposed side lap. Asphalt may also be applied to the exposed "upside down" cap sheet, prior to "flopping" it into the hot asphalt. The cap sheet must be firmly and uniformly set, without voids, into the hot asphalt with all edges and laps well sealed. Asphalt should meet the requirements of ASTM D 312. The contrac- tor must provide a Schuller confirmation number for asphalt on jobs which require a Guarantee. Check with a Schuller Technical Service Specialist for special requirements in hot climates. RECEIVED CITY OF TUKWILA MAR 3 1 1997 s.., +,h',I' ` r . w. r..+•. «.�..,•r....•.w.,mnvn;v.r...«.w u.n. W rzn:.M+r`t�..4 'f l tw�V.erg:.rs.v.:...'_•+. »t *'tVI t..�+.��,+.M,x�naa,^ttn PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER PROJECT NAME _ DEPARTMENT: BUILDING DIVISION r PUBLIC WORKS 0 MI97 -0028 WILLIAM BOEING BUILDING DATE 3/31/97 FIRE PREVENTION �I PLANNING DIVISION a STRUCTURAL 0 PERMIT COORDINATOR Q DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE L COMMENTS DUE DATE 4/01/97 NOT APPLICABLE 0 TUES /TIURS ROUTING: PLEASE ROUTE U NO FURTHER REVIEW REQUIRE ROUTED BY STAFF U (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE 4 - k APPROVALS OR CORRECTIONS: (ten days) DUE DATE 4/15/97. APPROVED Ei APPROVED W/ CONDITIONS I NOT APPROVED (attach comments) 0 ,- --- c ( e REVIEWERS INITIAL DATE CORRECTION DETERMINATION: DUE DATE APPROVED n APPROVED W/ CONDITIONS IIJ NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE (Cerdttcadou of occupancy required. DEPARTMENT OF LABOR ANf '1DUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW, AS A ' i, J I". rt +Lt� Y tt RECEIVED CITY OF TUKWILA MAR 3 1 1997 PERMIT CENTER