Loading...
HomeMy WebLinkAboutPermit 6650 - Associated Grocers - Reroof6650 91-252 associated grocers reroof 3301 south norfolk Permit 6650 - Associated Grocers • • ` • Reroof I t • 1 y 1488 SETBACKS: N— S — E— W— FIRE PROTECTION: Sprinklers O O Detectors x N/A UTILITY PERMITS REQUIRED? UTILITY Yes (through ®No Pubilo Worksl ZONING: BAR/LAND USE CONDITIONS? [] Yes xQ No SEE ATTACHED REROOF CONDITIONS" REGARDING CONDITIONS (other than those noted on or attached to permit/plans) VERIFICATION OF ROOF CLASSIFICATION. ARCHITECT PHONE ADDRESS PROPERTY OWNER Associated Grocers PHONE 764 -7802 ADDRESS 3301 South Norfolk, Seattle, WA - ZIP 98124 CONTRACTOR Scholten Roofing, Inc. PHONE 398 -8484 ADDRESS 7157 Guide Meridian, Lynden, WA ZIP 98264 WA. ST. CONTRACTOR'S LICENSE # SCHOLI *211K5 EXP DATE 6/92 ARCHITECT PHONE ADDRESS ZIP • CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: Ccko5o SITE ADDRESS 3301 S Norfolk PROJECTNAME/i'ENANT Associated Grocers BUILDIN a PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) F ES :i. DESCRIP.TION:::.:: BUILDING :: PERMIT: FEE PLAN;:CHECK:FEE <' BUILDING: SURCHARGE <!< <: OTHER TOTAL AMOUNT :4 RCPT #:: /:2:.00 7 50 [PLAN CHECK NO.: PROJECT INFORMATION SUITE # 91 - 252 VALUE OF CONSTRUCTION - $ 135,290.00 ASSESSOR ACCOUNT # 032304-9024-09 TYPE OF U New Building Li Addition U Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: Q Rack Storage Q Reroof C Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Reroof over existing roof. CODE COMPLIANCE: .: FLOOR; SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. SQUARE LOAD FEET OCC. SQUARE LOAD FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD APPROVED FOR ISSUANCE BY: BUILDING OFFICIAL DATE: 4 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. SIGNATURE 7, (j // / rt—• PRINT NAME: Thls permit aU,become null and vard if the . rs not commenced within 11 issuance, or if the work rs. suspended or abandoned for a period of 180 days from the last inspection; CERTIFICATE OF OCCUPANCY NO. DATE: c ,2,0 DATE ISSUED: PERMIT NO. CONTACTED DATE READY DATE NOTIFIED BY'. PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 3RD NOTIFICATION BY: (Init.) ( BUILDING C ERMIT APPLICATION TRACKING PLAN CHECK NUMBER INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. Er PA R TM ,IV.T BUILDING - (n_ick_co initial review O FIRE O PLANNING O PUBLIC WORKS O OTHER BUILDING - final review OCC. LOAD P\ Oc'tc -Pa CCQ SITE ADDRESS SUITE NO. PROJECT NAME REVIEW COMPLETED SQUARE OCC. FEET LOAD INIT: INIT: INIT: INIT: INIT: RO ' (ROUTED) 4A-OT ti SQUARE FEET ZONING: OCC. SQUARE LOAD FEET CONSULTANT: Date Sent FIRE PROTECTION: (l Sprinklers J 1 Detectors f ) N/A FIRE DEPT. LETTER DATED: INSPECTOR: REFERENCE FILE NOS.: OCC. LOAD SQUARE _FEET RQUIREMENTS MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: OCC. LOAD Date Approved - 1BAR/LAND USE CONDITIONS? L]Yes [ ] No Yes No TOTAL SQUARE FEET E. UBC EDITION (year): TOTAL OCC. LOAD SITE ADDRESS ' / SUITE # 3 i'0; 50 . /V C'; -in) 1 � VALUE OF CONSTRUCTION - $ t� - / 3 5 1 :)i 7( PROJECT NAME/TENANT 4 //-- . A SESSORAC COUNT # 03 a30 qOQ - ( ° 7c-, - , �-/ TYPE OF U New Building (__) 9ddition Li Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage QReroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: /: '. • /-7(... 0 I - :. / /, :, ,r' __ _Jr / 3 % /7 BUILDING USE (office, warehouse, etc.) �,' 1 4;'•r' ) f' NATURE OF BUSINESS: / ° :- r ,- / ,,' s l - ri b f r ,� r a r r ; -` WILL THERE BE A CHANGE IN USE? ©a No ❑ Ye If Yes, ` new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: ?r r) 0 4 ■ , ) Tenant Space: s a ,,, ,; Area of Construction: (/ . o J WI O ' THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER SJ C ( //ifs' J !• ✓u..,' , PHONE 4 -7 f 7h c ADDRESS : :. :;, ,. -- j .r !vc;' /:' / /' ZIP k � /) t CONTRACTOR `> ,:/, 0 / {.; /, / :- , ,..1:, .ti ( '; .. • , PHONE 5 S - F' 4 7 y ADDRESS - -- -. 4 ZIP y WA. ST. CONTRACTOR'S LICENSE # ,-; e _ EXP. DATE q_2 ARCHITECT 1'/J, PHONE ' ADDRESS ZIP CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER APPLICATION MUST : BE FI:LLEb ; OUT COMPLETELY I!t EXAMINED T lS APF�I.ICATi N OR Z ED . .TO. APPLY:: FOR 'PHIS. SE It ••HEREBY;CEITIFY THAY I;::H BE TRUE AN D CO AN BUILDING OWNER SIGNAT ' ^ E OR AUTHORIZED PRIN`► AME .7) AGENT ADD ESS i' 7 � ; � , r CONTACT PERSON . -,, DATE APPLICATION ACCEPTED E RE BUILDING PERMIT APPLICATION RCPT. :* DATE :. DESCRIPTION BUILDING PERMIT. FEE PLAN,CHECK'FEE BUILDING SURCHARGE AMOUNT ....................... DATE APPLICATION EXPIRES DATE PHONE CITY/ZIP/ PHONE I W THE. GAME TO •yam APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete In order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. 03/I Win COMMERCIAL NEW COMMERCIAL BUILWNGS/ADDmoNti El Completed building permit application one for each structure Assessor Account Number • Two sets (2) of the following 1 Specifications Structural calculations stamped by a Washington State Ikons engineer n Soils report stamped by a Washington State licensed engineer EJ Topographical survey Q Energy calculadons stamped by a Washington State licensed engineer or architect . Q Legal description � Working drawings, stamped by a Washington State licensed . architect, which include: • Site plan 9 Architectural drawings • Structural drawings ▪ Mechanical drawings • Elevations Civil drawings Completed utility permit application (one for entire pro • Six (6) sets of :civil drawings NOTE: See utility permit application and Checklist for speci submittal requirements RACK STORAGE ,.El building permit application • Li Assessor Account Number Two (2) sets of plans,' which include : Building floor plan showing .` Entire space whereraOss`will be Wca • Exit doors • Dimensions of ail ai Tenant space floor plan showing rack storage layout, aisles and RESIDENTIAL exits. NOTE' Inckide`dimensions of racks; (he/ : width andexlt way on plan :.! Structural calculations stamped, by a Washington State licensed engineer (rack storego 8' and over). and length), aisles.; NEW SINGLE-FAMILY DWELLINGS/ADDITIONS : Completed building permit application (one for each structure): Legal description Assessor Account Number Two sets (2) of working drawings, which fncl • Site plan * ,•.;- - (Got tiiitietit Widen Foundation plan Gxcucfe access tg bulking, showing • Floor plan widthand length a/ eccass.)' . • • Roof plan • Building elevations (all views) • Building cross - section • Structural framing plans Washington State Energy. Code data SUBMITTAL CHECKLIST (-i Completed utility permit application; n Six (6) sets of site plans showing utilities NOTE: Building site plan and utility site plan may be combined See utility permit application and checklist for specific submittal requirements.: Ackhtiona/ topographical and soils information may be required if unique site conditions. • COMMERCIAL TENANT IIMPI1OVEM • Completed building permit. an. (one for •each stn iobuG tenant) • Locati of nant spAoe • Existing and proposed parking:; Landscape plan (if .applioeble, i.e , change of use Overall building plan •Tenant location • Use. of adjacent (common wall tenant .. dim • Overidi ensions or of building square footage : : :: Floor planet proposed tenant apace • Tenant specs plan with use of each room labelled: •. Exit :doors,: egress patterns • New •wail 'existing wall, and waits to be,demolished: Gonslruction details >' • Cross. sections: showing wall constnictio attachment.for.floor and ceiling; • Structural;calculatons stamped by a State licensed engineer. be; required if structural work is: Uo. be donai (2, sets). N OTE f I any, utility work la to bee submit separate utility permit application and: plan REROOF Completed building permit application for each stricture) Assesso Account Number '' r Narrative descibingexisting roof, material being removed, and materi being installed NOTE A certification. letter is required prior to final inspection and sign off of the permit $ fotural calculations Stamped . engineer may be •required ANTENNA/SATELLITE: DISHES Completed . buDding' permit applicatlor 'AssessorAccount Nifrmmber Two (2) sets, of plans which •n Site Plan (showing building and location of entenna/satellite dish) Details antenna/satellite:dish:end nitithod o attachment. • * Washington, State licensed RESIDENTIAL ; N EMODELS :: Completed building permit application (one for each structure) E Assessor Account Number Two (2) sets o f working drawings, which include Plan • Foundation Floor plan • Roof plan Buildi elevations ( all views • Buildin @:cross= section St ructural framing plans NOTE: If any utility wont Is to be done provide unfit/ permit application and plans must be submitted REROOFS Completed building permit application (one for each structure) C Assessor Account Number :: C Narrative describing existing roof, material being removed, and material being installed NOTE: A certification letter Is required prior to final Inspection and sign - off of the permit. PROJECT: <ASCX.,_...) ikhZi„ (..:31 0 CY - S 3 k DO IC. PERMIT NO. ( DATE CALLED: /0 -- 0. q t SITE ADDRESS: ?coed TYPE OF INSPECT DATE WANTED: REQUESTER: 112,2 SPECIAL INSTRUCTIONS: PHONE NO.: --% — ZSI-1-KtF INSPECTION RESULTS/S..0-MMENTS___ 7 ; - / C: ; :), 4e - e INSPECTOR: I ..__..., .., 414-e .61 4 tal DATE: /69. ---&,...• ....— CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTIOlf RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 OF WHILE YOU WERE OUT) 1}► Ii1G.I L 1 DATE 1. 1 TIME " PHONE �� V AREA CQO. N ; � - EXT NSI • MESSAGE AlktAstd: .! 11 Lug Ex' SIGNED rOPB PHONED RETURNED YOUR. CALL CALL . WILL CALL. • AGAIN CAME. TO SEE YOU WANTS TO' 'SEE YOU FORM 4008./ OCT 07 '91 10:16 SCHOL N ROOFING INC Schol en Roofing, Inc. October 7, 1991 Mr. Dave Larsen Building & Codes Division City of Tukwila RE: Associated Grocers Building Permit #6650 This latter shall servo as notice that we have instal.lod a roof membrane assembly consisting of the following: Manufacturer: J.P. Stevens & Co., Ina. Specification #: Mechanically Attached Spec. Data Sheet is enclosed ' This roof assembly meets or exceeds the requirements for a Class B roof system. The roof was installed at 3301. S. Norfolk under the City of Tukwila Permit number 6650. Sincere' I OC I Rhsseli Unrein fieoretary /Treassur. ar RU /gb Enclosure cc: tilc FAX /City of Tukwila/206- 437. -3665 Poet - It"" brand f - -anamittai memo Y671 Home 011k* / 7137 Guido Meridian I Lynd*n, Washington 082 1 1 (206) 308.8.49d 1 OCT 07 '91 10 17 SCHOLTFN ROOFING INC WE (ERN AWED SYSTEMS A Division of UJatorsavr Couponµ inc fi N J 1 a; ., r 1. PRODUCT NAME Single-Ply roofing The Stevens Hi•Tuff Single -ply Roofing System 2. MANUFACTURER J.P. STEVENS & CO„ INC. Stevens Elasinmsrlcs1Roofing Systems Northampton, MA 010131.0668 Phone: (413) 588.8750 3. PRODUCT DESCRIPTION The Stevens HI TuffT" Roofing System features a 4b-mil (nomi- nal), single•plY, mechanically at taohed roofing membrane based on Du Pont Hypafone synthetic rubber, The membrane Is rein -. forced with a Stevens-manufac- tured 10 by 10, 1000 denier poly- ester scrim fabric, and is attached to decking with mechanical fee- tenors. Seams are made by fusing with hot -air welding equipment. The Stevens HI•TuffT" Rooting System cart only be installed by Stevens - approved applicators. 8 B y A Stevens 1 Tuffr" Performance Fea turoslr • Nonballasted & lightweight (Ap- proximately one pound per sq, ft, innludina insulaation') • a • HI- Tuft's white surface reflects 76% of the eun'g lvelie ecsuzirrg t stress on air conditioning sys- tems. r ; r • Easily installed, using fewer Lel.,J workers than competitive eye- • tams, us) e Can be installed on any sound commercial roof decking in- eluding vertical eurtaoes. • Classiiled a Class A system by Underwriters Laboratories for resistance to external tlre. • Exocode Factory Mutual's I.UU wind - uplift test requirements by t50O . • Warranted for up to ten years. PO. Vox 1820M oenwsl% CD Melia PI4 vsat•a9.la•wet''r FAX M00.0017-010 Basle Use: The Stevens Hi- Tuff' membrane is used on both new and retrofit roofing alt - uatlons. The Hi-Tufty' fastening system is designed to be com- patible with most sound decking and insulation types, Specifica- tions on installing HI•Tuffm "' as a ballasted system are available upon request. Limitations: 1. Hi-Tuff TN Is not to be installed over roof asaembiiov with wet Insulation, or over insulation that has become structurally deteriorated, 2. HI- Tuff'" is not to be used in the presence of aromatic hy- drooarbons or oxygenated sol- vents, 3. Prior to installation over gyp- sum and tectum decking, test pull results should be sub- mitted for evaluation by Stevens' Technical Services Dept, 4. Hi•Tuff Is not Intended to be used as a high traffic wear Bur - tape. See installation section for proper protective measures. Composition and Materials: The HI- Tuffl" membrane is e 45.mi1 (nominal) membrane con- sisting of a 10 by 10.1000 denier polyester scrim reinforcement, Which Is fumy ennahnulatemi U two layers of membrane based e l I4ypateK'o (ohtoroeutfonated polyethylene) from Du Pont, HI•TuftTM Mem- brane comes In reinforced and nonreintorced sheets. Reinforced membrane is available in rolls 04.112 in. wide and 80 ft. long. Nonreinforcen iembrane .055 in. thick is available in 30 in. wide and 50 ft, rolls. Both are snipped uncured in protective plastic packaging, which must riot be opened until Just prior to isa. Hi Tufflu clad metal is used for flashing certain details- It Is snipped, uncured, In lots of 35, in P.2 SPE0 This Spec-Date Cheat eonletme to edllurlel style prescribed by The Gonetructien Specifications Diatllute, The rnonuteciurvr ,e rr eponpBle for technical eccufaoy. 4 ft. by 8 ft. sheets, in a protective plastic package, which should not be opened until just prior to use, HI•TufI"' No. 14 screw fasten• ors are steel protected by a Milt layer coating emcees: zinc eleo. troplate, a chromate conversion coating, and a proprietary coin - poelte fluorocarbon coating that IS combined in a matrix with or- ganic polymers. Resins, corro- sion inhibitors and pigments are added to Increase hardness, im- prove resistance to chemical at- tack, and provide color. The above fasteners are shipped with a Phillips-type bit In lots of 1000, except for fasteners over 8 in. long, which are shipped In 1015 of 500, H•Tuff'hi fastener plates are made of 22- gau highly corro- sion resistant, 0.00, hot - dipped, galvanizers meet. They are shipped inlets of 1000. The HI- TuffTU ' reinforced plastic fasteners for gypsum and tectum decks are made of roil- corrosive plastic with stainless steel wire barbo, whioh are ex- lauded during installation. They are shipped In lots of inn. HI•Tuff Bonding Adhesive Is used to bond Hi•Tufft" mem- brane to wood, metal, masonry, and ooprelved Ineulatlnn ooalrJ surfaces (In general. it le not to be sal fastening). It is shipped in 5• gallon removable top containers. Hl•Tuff'w All - Purpose Sealant is used as awater cut-off, a pitch box filler, and as a sealant for metal work. It Is shipped in 10.5• oz. caulking tubes packed 10 per carton, and in one•gitilnn cans packed tour per carton. Hi•TuffT" Seam Oaulk Is used to seal the cut tidoe of reinforced ill! I*r,40 u tI1c.OiW Imne r� tae r"eN- IYtN f0tNm Ar Ybl rO 1,4fl" IN/maim O 4► CII. 1�r• O nf t r4 tio 3$ L INI , WWI* e a, a. c. eueae sa sr 07600 OCT 07 '91. 10 17 SCHOLTEN ROOFING INC membrane and is app,,, with plastic squeeze bottles. Seam Caulk is shipped In one - gallon cans packed six per carton, HI.Tuff'M Primer Is a solvent• based synthetic rubber primer used to prepare oured membrano surfaces for trot -air welding. It is chipped In one•gallon cans packed slx per carton. HI- Tuffre Solvent is used for cleaning equipment, and to pre• pare cured HI•Tuffm membrane before priming. It is shipped in square one - gallon containers packed tour to a carton, Applicable Standards: ASTM Standards, PM arid UL ratings. 4. TECHNICAL DATA Physical Property! Specification Tesi Method Thieknesa (nominal) Weight 46•mil minimum .046 In. �9 lbs per sq. I1. 225 lbs Smoking strength, mini - • mum (ASTM C./15, Grab method) roar strength, minimum 90 lbs (ASTM D•T15. Tongue tear) -40'0 Pace Low Temperature Bend, 1)6 in. mandrel (ASTM D'2136) Shore A Hardneaa So a 6 (ASTM D.2240) Heat aging, 7 days of Main:nine 200 rogation of 100% Of orig. tensile (ASTM D•753) Inal breaking strength Volatility. max. volatile 0.5% loss (ASTM 0.1203, Method A) HydroctAtio resistance 300 pal psi minimum (ASTM u.'rtb, Method A) mine rnaratance (ASTM 0.1145: 3 ppm at 30% strain al 104 -72 tun and 2500 must 6MMAQIJA'' Concentrated Natural Sunlight, 3 million lansleye (ASTM 6.898) No allot No effect No vlolele surface craw ing, no ahtfanmg ormen.ienat etab U4 hra ar 54'C (ASTM Q•12041 Puncture Reeietitnoe, minimum (PTM 1918, Method 2031) Teel porformed on non.relnforegd malonal only. par ASI'M 1.3.1149. 0.1% 200 Ibe S. INSTALLATION Preparatory Work: rho sub• Wrote under HI•Tuff roofing must be properly prepared. The general goal of this preparation is to provide a smooth surface for the insulation (when required) arid the membrane. The applica- tor should follow good roofing practice when evaluating and pre- paring the surface. New Roofing Installations: On now roofing installations the deck and the insulation surfaces must be kept free of debris and trash. 1 ne precise location of structural members, electrical conduits, and gas arid water lines under the deck should be noted, as well as general dealt character - istics that will affect the place- ment of mechanical fastertere -- such as the direction and epaoing of steel deok flutes. Reroofing installations: To fi n- aura a successful reroofing Job, the Applicator must be aware of the conditions that led to the need for the woof. It may no that leakage has occurred from sources other than the roof. The Building Owner or Operetnr should be aware of any such sources as early as possible, and understands that the application of a new root may not solve all the leakage problems. Methods: On tearoffs, no more rooting and Insulation should be removed from a given area of the roof than can be completely coy erect wltn new insulation arid Tuff TM membrane that day. ALL loose gravel and debris must be broomed from the deck. When reroofing over the old roofing, ALL i0000 gravel and de- bris must be broomed from the old roofing surfaces, blisters and fiehmoutho must be out out, and wet Insulation must be removed anc replaced. Laying Insulation If old insulation Is present and Is to he retained, It should be oheoked for moisture, The surest diagnootlo toohnique le the eval- uation of a series of roof, outs. Whatever the method of Inves• tigation, wet Ineutatlon must be removed and replaced. Ineulaliun roust be laid and fez- toned according to Its manufac• turer's specifications. As a min- imum, Insulation Installation rrruet fellow Stevens' suggested guidelines. installing membrane a. Perimeter haffsheets P.3 ( ) fastener should rupture the Insulation facer. No more new In• sulatlon should be laid than will be covered by the roofing mom• brans on the same day, Work on any given area of the roof must he made completely water -tight at the end of each workday. 1. Installation' of the first pe- rimeter half - sheet. The first nag. sheet membrane is rolled along one edge of the work area. This edge should be parallel to the direction In which the field sheets will run. The fascia should be overlapped with one edge of the roll, extending the membrane over the edge of the roof, past where the clip for the metal fas- cia is to be fastened. The mem- brane is then faotoned to the vertical surface with corrosion - resistant ringshank cap nails (ur other appropriate fastener when a nailer Is not available) per Stevens specifications. On the roof surface, the posi- tion of the edge of the half -sheet should be noted, end the first halt -sheet should De folded back until the, edge folded back lo roughly even with the roof edge. 2. installation of the second perimeter halt.eheet. The second half -sheet roll of membrane Is un- rotied so that It laps under where the unfolded edge of the first half -sheet would be by 4 in. This will produce a 1 - 112 - in. clear lap area for seam welding. The appropriate HI- TufiTM fasten. era are Installed In the second haif.sheet at the spacing sfpeat- tied for the parttcutar deck type. 3. The unfastened edge of the second hall - sheet Is folded back. b, Field sheet membrane 1. The first full -width Hi•Tuff " field sheet membrane is unrolled so that it laps under the second half -sheet by 4.112 in, This pro. duces a 1.1)2-2 In. clear lap area for seam welding. The butt end of the mombrone is positioned so that it will be overlapped 4.1/2 in. by the second half - sheet that will be installed perpendicular to the field eheete. 2. Fastening the field sheet: Both sages and the hurt end of OCT 07 '91 10:18 SCHOLTEN ROOFING INC the first field sheet are r(. Aanl- catty fastened into the deck, 3. installing two more field sheets: These and subsequent mile of field sheet membrane must overlap by 4.112 in. (to the scribed blue lap line) previous runs of field sheet membrane. Butt ends are aligned so that they will be nverlepped 4.112 in. by the still- to•be- installed second per- pendicular half - shoot. Each field sheet is mechanically fastened to the deck atone the edge that does not overlap the previous sheet, as is the butt end. Facton• era are spaced As indicated for the specific deck type. 4. The first half -sheet is rolled back into place. The first half- sheet should overlap the second half-Sheet by 4.1121n. The second half -sheet Is then roiled bank; It should overlap the first field sheet by 4.112 in. e. The half - sheets and the field sheets are hot -air welded, Using the automatic hot -air welding ma- chine, all overlapping edges of the membranes are welded to- gether. ( ..`1 t c. Perpendicular half•sheets -� 1. Perpendicular halt- sheets are unrolled and mechanically fastened. To install half- sheets that are perpendicular to the field sheets, the same general proce- dure that was used with the first two half - sheets is followed. The two perpendicular half - sheets must overlap the two previously installed half-sheets, and must run out to the edge of the roof, to the metal fascia clip position. 2. The sheets are welded to- gether using the automalln hot - air welding maohine. 3. All seams are probed by the end of each work day and any voids are repaired, All out adOeS of reinforced membrane are caulked with Hi•TuffT" Seam Caulk, d. Flashing details Completing detulle invoives hot-air welding, ieI-TuffT" Bond- ing Adhesive, Hi- TuffT" All.Pur- pose Sealant, and flashing ter• minatlons according to Stevens Standard Specifications. As a ponorol approach, the bonding adhesive is used to ad• here, as appropriate, field atelet membrane and unsupported mem' brane to features such as curbs, vents, and parapets, Then, hot -air welding is used to seam mem- brane overlaps anr.t Hi- TufrTN Seam Caulk Ie applied to out edges of reinforced membrane. As the work progresses, the membrane is cut and fitted around each obstacle encountered. Tcm- porary seals and night seals are used as appropriate to protect the insulation and the building In- terior, in reroofs, the ability of the existing rcnf in drain should be maintained — drams or scuppers must not be blocked off. e. Probing seams All seams are probed and all deficient sevens are repaired each day, f. Night and temporary water stop To protect the Insulation (morn inclement weather at the end of each workday, the membrane 1s extended beyond the Insulation and set into a suitable overnight seal material. g, Roof walkways A walkway should bo provided tra eneornrnodate regular traffic to service rooftop units. Smooth surface paver blocks, rubber walk- way path or asphaltic walk boards adhered to the memnrane with Hi.TuffTa Bonding Adhesive may be used, Final Inspection A roofing Job may pass or fail InspeulInn, depending on the quality of workmanship. The Stevens Inspector will Jt:dgo the acceptability of the Installation based upon the pre - approved specification for the particular Job as determined by the Warran- ty Request Submittal Procedure and applicable Standard Speci- fications. Precautions: The roof must be as clear of de- bris and trash as is possible due ing the Installation period. All seams must be probed be fore leavIny the Jobsite daily; ail defects snould be marked with a water soluble) marker to ensure that all defects are repaired that same day. P.4 L wik must bo applied to out eos of reinforced membrane, where the scrim yarn is exposed. Termination bare must be prop- erly fastened through sealant. A minimum 1 -Inch searn weld width must be maintained. All contaminants must be re- moved from surfaces where HI- TuffT" sealant is to be applied and from seam curfaces. Clamping rings must be tight- ened on drains and old se*dltiO materials removed. Field sheet andlor perimeter .half - sheet must he fastened au. cording to Stevens Standard Specifications. Details must be ;applied ac- cording to Stevens approved specifications. 6, AVAILABILITY AND COST The Stevens HI•Tuff*" Roofing System is marketed throughout North America, through Stevens approved distributors and con- tractors. Price information Is avail• aole through individual Stevens approved contractors. For the contractor In your area write: J.P. Stevens & Co, Ina, Stevens Else- tomericalflooffng Systems, North xrnplran, MA 01081.0858. Or call; (413) 586.8780. 7. WARRANTY The standard warranty Is 6 years; a 10•year warranty is also available at minimal extra cost. The warranty will be null and void if, after installation of the Hi. Tuff" Roofing System, there are any alterations or repairs made on or through the roof, or If ob- jects Such as, hut nut limited to, structures, fixtures or utilities are placed upon or attached to the reef without first notifying Stev- ens in writing no less than 30 days prior to their implementa- tion. For complete warranty terms contact ,i.P. Stevens & Co., Inc. 8, MAINTENANCE Hl.Tuffl" roofing is engineered to be maintenance -free. However, Ixrrrclurtirr aunt tears can occur as the result of maintenance work and new equipment installation. It is important to determine and eliminate the noose of leaks per procedures described in the Hl- Tull'" Installation Manual. 4 ,,,; OCT 07 '91 10:19 SCHOLTEN ROOFING INC P.5 When working with cud mem- brans, procedures des ribed In the HI•Tuilru lnatallstJon Manual must be followed. Repairs should be Implemented before signifl• cant damage is done to the ineu• lation, other underlaymeni, build. Inc structure, or the building interior. 2. TECHNICAL SERVICES Technical service and informs• tion to available through J.P. Stev ens & Co., Inc., or its distributors and contractors. Stevens requires a field engineer on the Job for an applicator's first Hi- Tuff*+ Inotal- lation. Fora firsl•Ilme Job start notify Stevens Technical Services Department, 10. PILING SYSTEM SPE:C•DATA Ily Sweet's Architectural Catalogue (7. iISq r 'roduot llteratureand specifica• t ,...i recommendation are available • upon request. • 246 -1310 "X" REQUIRED INSPECTIONS PHONE AP DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 X 11 Pre — Reroof 431 - 3670 12 13 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 t BUILDIft3 PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) BUILDING LO(D � ,,.. PERMIT NO. � Jl 1 DATE ISSUED: SITE ADDRESS: 3301 S Norfolk SUITE NO.: PROJECT: Associated Grocers CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON R INSPECTION PROCEDURES AND REQUIREMENTS (-&c-9I • All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -In inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be Installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. ovlvoo PROJECT: `3 06 O`(a 6 rc�c.p r_ PERMIT NO. �,Q �Q �'j� ` d SITE ADDRESS: 7I ,rj N n r''Q( K DATE CALLED: o &C Y C TYPE OF INSPECTION: - . . • DATE WANTED: t - �;m' SPECIAL INSTRUCTIONS: REQUEST 0.Lk r h - PHONE NO.: 3 q - c Lni-i INSPECTION RESULTS /COMMENTS: 1/7\-4:ir (,, -,,ti- 4 /eA 4,, 4 — 4(...4,6,)(__ ,0,...c._,..4 GTAA , +A.ca...la it ." `O _m-- ,._7C,, ex-._.L.. _1,ei- .�._.. a .Gc - 1 ..,') cn- v .r- c .L.,Q e-v-3-- .S e .f � r_ (:. f ` -ti. . INSPECTOR: a' ,, `--L� ----_ _ DATE: LQ - 2 I - `l CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 RECEIVED CITY OF TUKWILA JUN 1 9 1991 ASSOCIATED GROCERS INCORPORATED PERMIT CENTER 3301 South Norfolk P.O. Box 3763 • Seattle, Washington 98124 • (206) 762-2100 June 18, 1991 City of Tukwila Building Division 6200 Southcenter Blvd. Seattle, Washington 98188 RE: Associated Grocers - Warehouse Re -roof This is to serve as notice of the following items: 1. The existing roof structure is sufficient to withstand the weight of the new J.P. Stevens roof system which is approximately .22 pounds per square foot. 2. Currently there is only one existing roof covering on the building. This roof is constructed as follows: 4" x 14" purlins @ 8' on center 2" x 4" subperlins @24" on center 1/2" plywood sheeting 1 -1/2" rigid insulation Built up roofing This building was constructed in 1975 in accordance with the applicable building codes. 3. The roof deck has been inspected and is structurally sound. 4. The existing roof insulation is not water soaked. Sincerely Ray Goosing Maintenance Supervisor RG:klb RG323.doc