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Permit D10-114 - CARLISLE - REROOF
CARLISLE REROOF 6801 S 180 ST D10-114 Cit., • OPf u kwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Parcel No.: 3623049087 Address: 6801 S 180 ST TUKW Suite No: • DEVELOPMENT PERMIT Permit Number: D10 -114 Issue Date: 06/02/2010 Permit Expires On: 11/29/2010 Tenant: Name: CARLISLE - REROOF Address: 6801 S 180 ST , TUKWILA WA Owner: Name: LILY POINTE INVESTMENTS Address: 4128 W AMES LK DR NE , REDMOND WA 98053 Phone: Contact Person: Name: JOHN DEININGER Address: 4128 W AMES LK DR NE , REDMOND WA 98053 Phone: 425 - 880 -4881 Contractor: Name: RAINBOW FEDERAL, INC. Address: P.O. BOX 1116 , CARNATION, WA 98014 Phone: 425 333 -4876 Contractor License No: RAINBFI172QG Expiration Date: 05/19/2011 DESCRIPTION OF WORK: OVERLAY EXISITING ROOF WITH 60 MIL SURE WELD MEMBRANE (TPO) Value of Construction: Type of Fire Protection: Type of Construction: $140,000.00 Fees Collected: $2,977.64 International Building Code Edition: 2006 Occupancy per IBC: 0008 * *continued on next page ** doc: IBC-7/07 D10 -114 Printed: 06 -02 -2010 City liPo Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: //www.ci.tukwila.wa.us Permit Number: D10 -114 Issue Date: 06/02/2010 Permit Expires On: 11/29/2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: End Time: Fill 0 c.y. End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non- Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie Date: 0(t(ci -1 ru ned this • ermit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not pr constructio • r t , performance of work. Signature e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit. Date: C9 , 2-- L Print Name: �i' f EUT1f'V2 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. doc: IBC -7/07 D10 -114 Printed: 06 -02 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: htqx/Iwww.ci.tulcwila.wa.us Parcel No.: 3623049087 Address: 6801 S 180 ST TUKW Suite No: Tenant: CARLISLE - REROOF PERMIT CONDITIONS Permit Number: D10 -114 Status: ISSUED Applied Date: 04/30/2010 Issue Date: 06/02/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. * *continued on next page ** doc: Cond -10/06 D10 -114 Printed: 06 -02 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: //www. ci. tukwi la. wa. us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 work construction or the performance of work. Signature: Print Name: Date: (o — a-0 ordinances governing or local laws regulating doc: Cond -10/06 D10 -114 Printed: 06 -02 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http.//www. ci. tukwila. wa. us Building Permit No. 1,0' 9 Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: Tenant Name: .A-12.../ .1 .� King Co Assessor's Tax No.: -90?- 3 OH"- `[ o p 7 Suite Number: Floor: New Tenant: ❑ Yes ®!<o' Property Owners Name: 1,,,1 ien ' �` -° ►/� 1�i1 "j47 j411 Mailing Address: 41 Lis (,{-,'ie f VY) , L Da. 4'1J get) City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: t ).o_ {t it '7t i Mailing Address: E -Mail Address: Day Telephone: 416 so-gO City ,.a' State *J[` i� G3 r> i� L -�.1(' �"''j ti e">ICi"1 Fax Number: 425 8 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: A NIESlik _Jr Mailing Address: F. O. }3t` ( C-V=Viall icr ie. r'1 Contact Person: E -Mail Address: Contractor Registration Number: - Z 4 ) F' OW+ Co City State Zip Day Telephone: 4Ztj 2P3'' Fax Number: Q Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Day Telephone: E -Mail Address: Fax ,Number: Contact Person: State Zip ENGINEER OF RECORD- All plan's must be wet stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: H \Applications\Forms- Applications On Line \2009 Applications \I -2009 - Permit Application. doc Revised. 1 -2009 Page 1 of 6 bh State Zip BUILDING PERMIT INFORM :ION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 1401 Existing Building Valuation: $ Scope of Work (please provide detailed information): cV /4410 tO {"'ri+ Will there be new rack storage? ❑ Yes lg. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: I Iandicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. n. \Applications\Forms- Applications On Line \2009 Applications \I -2009 - Permit Application.doc Revised 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1° Floor 5 o`) d ri Floor 3rd Floor Floors thru Basement Accessory Structure* 1 6 --h. 1 Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: I Iandicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. n. \Applications\Forms- Applications On Line \2009 Applications \I -2009 - Permit Application.doc Revised 1 -2009 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I 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. BUILDIN . OWNER OR U ORIZED AGENT: Signature: C lYl' \�t Print Name: v 1/i Mailing Address: 4i MI5 aj. 14,11"" L , ,. 'ice Day Telephone: PeDMIMCS City Date: tate 1 cNe-S Date Application Accepted: Lk o- ( () Date Application Expires: l 0_ 3C-( Staff Initials: H: Applications\Forms- Applications On Line \2009 Applications \1 -2009 - Permit Application. doc Revised 1 -2009 hh Page 6 of 6 PLum[BING,ANR:g - S PIPIN ERyfr FI1 tFQ PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen (>750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific as Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H. Upplications\1 orms- Applications On- Line12009 Applications11 -2009 Permit Application.doc Revised: 1 -2009 bh Page 5 of 6 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Parcel No.: 3623049087 Address: 6801 S 180 ST TUKW Suite No: Applicant: CARLISLE RECEIPT Permit Number: D10 -114 Status: PENDING Applied Date: 04/30/2010 Issue Date: Receipt No.: R10 -00739 Initials: User ID: Payee: WER 1655 Payment Amount: $2,977.64 Payment Date: 04/30/2010 09:38 AM Balance: $0.00 LILLY POINTE INVESTMENTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1018 2,977.64 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $2,977.64 1,801.90 1,171.24 4.50 PAYMENT RECEIVED doc: Receiot -06 Printed: 04 -30 -2010 INSPECTION RECORD 4 Retain a copy with permit 17 10 ! 1I L\ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: t ' 1 C C/N-6I Type of Inspection: r m At Address: Vt G 1 1l) 4 ti l � Date Called: Pt NI O Special Instructions: �` l Date Wanted: 1 1'1 } to a.m. p.m. Requester: C Ut. Phone No: proved per applicable codes. D Corrections required prior to approval. COMMENTS: r( Kr,�iv6Nn v to 'fa1 PLac,t-o tN •tlX n Date:9 1,0 EINSPECTION FEE REQUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r• I• INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 610 -/1/. CITY OF- TUKWILA BUILDING DIVISION, 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: ( ! ,jsfe . iQ.ef Type-of f Inspecti n: A ; Q v . ( .J )& Address: (Ifo ( 5 16"o5ST Date C Iled: r, a_,-�t,4,i k_x "• 1.-- -- Special Instructions: " Date Wanted. 6 Requester: Phone No 47.-S -333 -4k-tee Approved per applicable codes. El Corrections required prior to approval. COMMENTS: * #i t t),.lr� -n :".. f-.t. i_ Av /i1 f i p MA.` _ , A!O -- - -- . ' \ - ) ? . )4.0 r u d e 1-, 1 .. -t o or .s e :Pa* re . _____:.) I \ w �Insp` tor: (Date: J REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO PERMIT NO CITY OF TUKWILA BUILDING DIVISION- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 C No-U.4k Pro'ect: /n� PP Type of Inspectio /� • n t Less: .�. r'— fdl .5. lK() St Date Called: • Ir.A --.1 e .. ) O r cS r4 • Special Instructions: _. %'� ilf--- ,p Date Wanted: r� 1 a.m. ape Requester: - Phone No: . EiApproved per applicable codes. Corrections required prior to approval: • COMMENTS: loo r G- ()Th,- uti kJ ,'A. c rAlk,o el on. pfz J. 11(A..I :/,py ec,3 -‘1)A In _ A' N) .e "Al. � - - tz !3c 11' e \ UJ A-t ra rVtt "..144-N(ttS(e e --7-; - ii-te Oc AJ:%■412.1t C;Aik . . -1-1,..e.... s ,0 T—I, Q t.,. t,1 i,t _ Ir.A --.1 e .. ) O r cS r4 • _1.."■ r . ,. i 1-.r(//��� .e. 'Ike e , `1`l� A- c fe- �t j(�� )-- F 3 Pp ..V� ti LA( , 1. '_-'.. 1 diAl ()Ate A ..► < ( GQ—.`"1 1)4) r e c ,le A-;- pAA-N ..:..:,_. ; , , P % 1Inspect(r: (Date: oo- REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd:, Suite 100. Call to schedule reinspection. • r INSPECTION N0: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit o PERM( NO. (206)431 -3670 Project: Ls l i A d F Typ of Inspection: ri — e.� a r' Address: � 1- to g 0 l -S - 16"0--9--- Dat Called: % 7 6- A- Y , JA Special Instructions: / Date Wanted: /.m Requester: Phone No: l' 333 —41 Approved per applicable codes. Corrections required prior to approval. COMMENTS: % 7 6- A- Y , JA 6/\ -J • 01.2 p <f ■ c 1 ('',..D- Pc,A. .%j e ikA_Aw -5- . L,JA../ / ,/\4.----,./ rt ,0Jf a ..;,,ecfEu0 P A 1 n 3 3 _pc) $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: Date: 09/17/2010 13:52 4253330563 RAINBOW FEDERAL PAGE 03 y;4RLISLE 1)1 t� jai .f .•,ROOEING ��LAE� SEAS DOTAL SYSTEM WARRAN SERIAL NO. 10058209 BUILDING OWNER: LILLY POINT INVESTMENTS RECEVED NAME'OF BUILDING: CARLISLE INTERCONNECT TECHNOLOGIES BUILDING ADDRESS: 6801 SOUTH 180TH STREET, TUKWILA, WA DATE OF COMPLETION OF THE CARLISLE TOTAL ROOFING SYSTEM: 09/07/2010 SEP 17 2010 DATE OF ACCEPTANCE BY CARLISLE: 09/08,2010 1 MfTY • (EB Warranty) CMD PH�F�dT Carlisle Roofing Systems, Inc., warrants to the Building Owner (Owner) of the above described building, that; subject to the terms, conditions, and limitations stated in this warranty, Carlisle will repair any leak In the Carlisle Golden Seel^'Total Roofing System (Carlisle Total Roofing System) Installed by a Carlisle Authorized Rooting applicator fora period of 20 years commencing with the date of Carlisle's acceptance of the Carlisle Total Roofing System installation, However, In no event shall Carlisle's obligations extend beyond 20.5 years subsequent to the date of substantial completion of the Carlisle Total Roofing System See below for exact date of warranty expiration. The Carlisle Total Roofing System Is defined as the following Carlisle brand materials: Membrane, Fleshings, Counterflashings, Adhesives end Sealants, Insulation, Recovery Board, Fasteners, Fastener Plates, Fastening Bars, Metal Edging, Metal Termination Bars, and any other Carlisle brand products utilized in this installation TERMS, CONDITIONS, LINIITATIONS 1. Owner shell provide Carne le with written notice within thirty (30) days of the discovery of any lock In the Carlisle Total Roofing System. Owner should send written notice of o leak to Cenlske'a Warranty Services Deportment et the eddress set Forth at the bottom of this warranty. By so notifying Carlisle, the Owner authorizes Carlisle or its designee to Investigate Inc Cause of the leak, Should the Inveatlpedon reveal the crease of the leak to be Outside the scope of this Warranty, investigation end ropeir costs for this service shall be paid by the Owner. 2. If, upon Inspection, Carlisle determines that 010 Teak is caused by 0 00feet In the Carlisle Total Roofing System's metortels, or workmanship of Iho Cerltsle Authorized Roofing Applicator in instelling the same, Owners remedies and Carliisle's liability shell bo limited to Carlisle's repair Of the leak . 3. This warranty snail not De applicable 11, upon Carlisle's Inspection, Carlisle determines that any of the following has occurred; (0) The Carlisle Tete! Roofing System Is damaged by natural disasters, Ilteluding, but not limited lo, lightning, fire, lncCCt Infestations, earthquake, tornado, hall, hurricanes, and winds of peak gust speeds of 55 •mph orhigher Maas, ured,•ef 10Ateters a grouna. or... (b) The Carlisle Total Roofing.SystemJ damaged Dy 1n f:IitteAttenaf4rrtkj ' `: ∎dents ;-ruts :: ' . .. (c) Deterioration or failure of building cOniponeruo;•Incltidlhg,.bu oat ;frailtpDto ;.theyedfSubstrate; Wall5,emortor;.).W onf non -Caili le b cndome ! wont, eta, occurs and Causes 0 leak, or othervieCilarneges the CadisfoiTetsl'RooMgsystem; or ' (d) AAcldnn, oils, nermfut Chemibais ano the Ilke. come •Irl:oontvvt wlih the Cuarl•sle Total l Toting Systent Etna Cause ;j • leak, Or °them/Ise, damage the C. rtfale Total Roofing 4, This Wlrronty shall be null end•dot[l' f;tfn of'1 a 01lb4vung shalreeeur.:^' iii 1 Y n t, • (e) if, after Installation of •heCarfsle Totat.:Rbai%1rig System by a` Canlate'Autharize;d Rodfin}Appllmitbratier0'sre any efreiattont or repairs made on or through the roof or objects such as, but not lilitdq. structures, f xtyre o utlnt1Ov re co f suplbrtei attached II Kidd without but not- llmitidgwr4tho't' It mizationfron Carlisle; or (b) Failure en e the I OvmOI n uag wh,c nabie •carp la ?bi krg In td�if, Se(d.. lelntangpCe tp•ip�j but:not be limited t0,:ll,o ra items Hated on Carlisle's Care 8 Ma(ntenenco Informeuon stt�t wltith aCCObtpgp{eb �fis,Y�yrg°' , 5, Only Canlale brand Insulation prodyt die Cov&ad by this'4rarrsfIy 4tliksfeeppgge.eli dl6 `clikrtk lablltty, ufiaer dui :thdo b • Carlisle brood insulation products y r} i lAo+ ;br dem9gtie sustained by or caused by non. 6. During the terra of this Warranty, Carlisle shall have free access to the roof during regular business hours, 7. Carlisle 311e11 have no obligation under this Werrenty white any bldg for Instaneii , supplies, service, and warrant chi Rooting Applicator, Carlisle, or material suppliers. • Y rtes na'vo not been phid In full to Inc CerllslC Autnorlied 8. Carlisle's failure at any lime re enforce any of the terms or conditions stated herein sitar not be construed to be a waiver of such provision 9, Carllete chap not be responsible for thr, cleanliness or discoloration of the Carlisle Total Roo11 pollutants, or biological agents. n0 System caused by envfrOnmental conditions inducting, 10, Carlisle shell have no liability under any theory of law for any clltlma, repairs, ng. but not limited to, din, relating, directly or indirectly, to the presence of any Irritants, contaminants, vapors, fumes,rmoldstlfung bacteria, lspores, mycoto naoorconsequential theelike litho bullg orlIrlathe acct land, or water semng the bullding. 11. This warranty is not assignable by Operation of taw or othorwtaC, Application may ba mnt)e by a new building owner for reissuance of the warrenry during the original warranty the right, in Its sole (Accretion, to•refu5O to reissue •Ir period, Cenaln procedures Including, but not,inllted to, en inspection of the Roofing System by a Carlisle representative end foes will apply to any relssuenco, Carlisle reserves is warranty. CARLISLE DOES NOT WARRANT PRODUCTS UTILIZED IN THIS INSTALLATION WHICH IT HAS NOT FURNISHED; AND SPECIFICALLY DISCLAIMS LIABILITY, UNDER ANY THEORY OF LAW, ARISING OUT OF THE INSTALLATION AND PERFORMANCE OF, OR DAMAGES SUSTAINED BY OR CAUSED BY, PRODUCTS NOT FURNISHED BY CARLISLE. THE REMEDIES STATED HEREIN ARE THE SOLE AND EXCLUSIVE REMEDIES FOR FAILURE OF THE CARLISLE TOTAL ROOFING SYSTEM OR ITS COMPONENTS. THERE ARE NO WARRANTIES EITHER EXPRESSED OR IMPLIED, INCLUDING THEJMPLIED WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE AND MERCHANTABILITY; WHICH EXTEINO BEYOND THE FACE. HEREOF, CARLISLE SHALL NOT BE LIABLE FOR ANY INCIDENTAL, CONSEQUENTIAL OR OTHER DAMAGES INCLUDING, BUT NOT LIMITED'TO, LOSS OF PROFITS OR DAMAGE TO THE BUILDING OR ITS CONTENTS UNDER ANY THEORY OF LAW. SEE ENCLOSED REFLECTIVITY ADDENDUM FOR FURTHER TERMS, CONDITIONS, AND LIMITATIONS. 141 DATE OF ISSUE: September 08, 2010 By. Roben H. %Nero AUTHORIZED SIGNATURE TITLE; Director, Teennlcat and Worrenty Sotvtoes This Warranty Expires: September 07, 2030 Investing in Roofing Solutions for. Over 45 Years. . 8004- SYNTEC • Op . Box 7000 • Carlisle, PA 17013 • Fait: 711- 245 -7053 9 2001 Come • www.carlIsle-syntec.com WA -F111601 (12/07) Carlisle SynTec STRUCTURAL ENGINEERS April 21, 2010 John Deininger, Architect 4128 West Ames Lake Drive NE Redmond, WA 98053 Reference: Warehouse Building 6801 S. 180th Street Tukwila, WA Dear Mr. Deininger: rt- FILE C Permit No. Y r'`''i'`rr , 0p71s /:/ I SUbjec t to errors An101' REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 8 2010 City of Tukwila BUILDING DIVISInN Per your request, we have reviewed the possibility of adding a new roofing membrane atop the existing roof of the above referenced warehouse building and, in our opinion, find it to be acceptable, provided the total added weight imposed on the existing structure does not exceed 1.0 pounds per square foot. Please feel free to call if you have any questions. Very ours, Robert J. F President RJF /kkm CITY LI rK MLA MAY 21 2010 PERMIT CENTER i, P.E., S.E. t:o- u11 2013 4th Avenue, Suite 202 Seattle, Washington 98121 • T: 206.615.9700 F: 206.615.7737 W: www.rfaengineers.com INCOMPLETE '.TR# CAI/ LJI. tLLto 14 :b1 4253338563 RAINBOW FEDERAL PAGE 13 Sure- We1dTM (T.PO) Mechardcal y- Fastened Ro0 Underwriters Laboratories APPT,W J . . Membrane Type: .045" or .060" Sure -Weld Standard Reinforced Membrane (Whiter, Gray or NW -, 4.'' 'I...., ,_ .045" or .060" Sure -Weld ES Rdulbrced Membrane (White, Gray or Tan) , .072" or .080" Sure -Weld EXTRA Reinforced Membrane (W6ifiej.Gray or Tan VL Cliklei r' PILE copy Deck Type Insahttion (1) Thickness C:ombustlble (2X3) -- i R'`. IEWED FO' COD'- COMPLIAN - ') pPROVED i AY 28 2010 . -..n is i :l.l•�:, i C .r« Sheet 1111111111IIIRM Maximum Slo Standard or EXTRA crehtlizain Notest iC- Max. 1" bbxsulfoam, R -Teak or SP over minimum Cuss. C smooth or gravel surface (grave} maintained) BUR, mineral cap sheet or Modified Bitumen. Max, 1" IMMO 1/2" 1/2" (1) When multiple insulation layers are fisted (1.e.,10 Recovery Boerd/Polyiso), the insulation listed first (HP Recovery Board) is directly under the membr,me. (2) insulation joints (bottom Leycr) are to be stud a minimum of 6" from joints in wood deck. (3) Combustible deck ratings can be used on non•combusllble dcuks. (4) Assembly acceptable for white Sure-Weld membrane only. -Tax) Aid"- Aprixottp sf47-1900teiee 4/0,er-A6 mefriettedewe, orq eigeed.Oft. driPo /4' /rmt/1% RECEIVED CITY OF TUKWILA MAY 212010 PERMIT CENTER INCOMPLETE LTR# DAD-U/4 LP, + s.,+ cutU 413338563 14, Deck: NC Incline:1 " R Ply SIB — Three 1 15. Deck NC Ins hot m "Rber 61 of fnsuietlo "No. MP bared Roof inoline:1 RAINBOW FEDERAL PAGE 14 UL Approvals ,--24icir fir. or 5 " at e nom. thlckne , "Nato" or "DureBoard , "Fosc • ><, .. ".' , , E . • g: •-- Gran. "MBA ° Aluminum R 15. Deck: C -19/32 Incline: 44 Sbeetc . •Gf : ass" (Type 52), nailed pasuietl ..y. �� oplerd 17. Deck: C -15/32 Incline: 1 Ply 3 18. Deck NC Maul r"or ,1.75 -2 ge aq or'"TopGa ± � "PermoP 1. Deck NC Insulation: — Ply At gal /sq. Walnut 2 "E' ; :Y3 ", 2 oard. u1sion'1 at 1- ., Rbrete.":" 1— fir:.... ir x, me ca r.fre-► i 'rp• 1"-, .'7r, II .', _-� , C r,.S - 1.1 op1ard A ", IX gal/sq. Inenne: 3 - G r'f9be r .c la ' .t.:;g"`..'._._ No . . quminum e of Insulation" 2. Deck C -15/32 Incline :11 Buse Sheet "PannaP PI Su el 3. Deck; NC Be '! -p a' ` ,ducts Oil "APec ,;.,— Inoline:2 4. Desk: NC Base Sze IY Su Sheet Inoiinm X unb pad Pod. d. hot mopped. hr IV- or" at ro 2 gal/ "h1 rati peed. Roof Coating ", 2 gal/sq. pope' •' um 1 ly Premier ", naNe, 1 rite% 1 to 1 gal/sq or Vi E ',woes • • ,P111 , "c of 3 g&/a breted AI Ming", 2 gel/sq. ig ". Z gal/sq. p ", 2 gal/sq. oaf Ca ng ", 2 g q ng esi haft raq. halt 1. ®s:!� " :�A!'""r , r. •ly Pre owe' , � hot roofb, erne No. f19 > ibr :, 1 g asphalt Aluminum Asphalt Roof Coating ", tl4 gaffs or "Fib .....,d. q ratedrm NRGY 3", sting ", 2 gal/sq. Ile 5. Deck C -15/32 cline 14 Soso Sheet (Optional): — Ono or more layers "PermaPly 28", "GlasBase ", "EllesPly " or "GtasPly Premier ", nailed or adhered with hot roofing asphalt. IV Insulation (Optional): °— Any thiokness, "Pasco" or "DureBoerd ", "Peace Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENROY3 ", hot mopped or mechanically fastened In combination (optional) with ) In. "Retro -F1 " Dover board, Ply Sheet — Two or more plies °OlasPly IV" or "OlaaPly Premier ", adhered with hot roofing asphalt Surfacing: -- Kamak "Karnak No. 97 Fibrated Aluminum Asphalt Roof Costing", 1X 8. Deck 1C. - 8/32 Incline: 2 tiAIN lW FEDERAL PAGE 15 UL Approvals rundy "20 F Emulsion" at 3 gel/sq. Inalina :3 co° or °Fiber Bless Roof insulation", 1 in. max. SU mans 8. Dock: NC Incline: 2 Alu .�.�� L -- oa ' gel /se � ,,.. at 3 ga :.- . :....: • ..;;; halt. " 0, ,g 9. Deck C -15/32 Moline: 1 ureBoard" on, hot ;,,j = : ec ani olyatyrene cifle sulatio 8 rmaPly 2r. "GlasBase" or "Vensuiation ", or "DynaBsse" MAINTENANCE AND REPARI SYSTEMS (BUR) asses shall . >co° or "Du in., ")g . . n.. "EN Unifo thi . es "Fibs :1 asemblles provided 1. Deleted, 2. Deck NC fugal us • ermePly 28" are suitable alternates to "BlasBase °. eta to an lowing insuladona Inotine 3 ()lass A rCoov* g,: _.�.p ny U1 Class 'ed Class A gravel surfaced BUR po'� nun system, pole, rdce y ill"" a t e to the exceed the Indicated Incline or and .- . sYste n Maintenance 00 04/23/2010 14:02 4253338563 RAINBOW FEDERAL 6r 1 Heavy Duty Roofing Fastener PRODUCT DATA SPECIFICATIONS, PRODUCT DESCRIPTION The OW Heavy Duty Ronfing Fastener 1 #14) is designed to secure Insulation and single -ply membrane to steel (18 to 22 ga.), wood and structural concrete decks. It is available in lengths from 114• to 24- inches, and Factory Mutual end Miami -Dade County approved. FEATURES & BENEFITS • Heavier shank and thread diameters for maximum strength. • Deep thread for high pullout resistance. • Extra sharp spade point for quick installation in new or reroof applications • In concrete applications, fastener may he reversed out of predrilled hole without damaging the deck. COATiN OMG CR -10 corrosion resistant coating exhibits less than 15% red rust after 3n Kesternlch cycles. CR -10 coating exceeds F,M, Approval Standard 4470. D X t D7 I bs CM/ OF MORA MAY 21 2010 PERMIT CENTER Qvtkut OMG ROOFING PRODUCTS FASTENERS ADHESIVES DRAINS PIPE SUPPORTS APPLICATION Drive fastener until a slight depressio seen around the plate. Watch for the to dimple on very rigid Insulation boar Steel & Wood Decks: The fastener penetrate steel and wood decks a mi� of 14 -inch. Structural Concrete Decics: The f must penetrate structural concrete d a minimum 011 -in. Predrill a 'Su --in. pilot hole at least' -in. deeper than fastener embedment using a carbide tip SOS or straight shank bit. NOTE: Prior to job - start, contact OMG to perform a pullout test to determine pullout values. Also, care must be taken not to overdrive the fastener causing subsequent damage to the insulation facer. Fastener must be tight enough so that the plate does not turn. For best results use a variable speed 0 -2500 RPM screw gun. The fastener should always he tested on site by an OMG representative to determine performance. PAGE 09 REVIEWED CODE COfl4PLIA 1818 G' PPRnv ener cBUILDI RECK •1 TYPES PLATES Be ACCESSORIES `\ Use Appropriate steel or plastic plates, `depending on the applicatinn, Sea Plates Sisction. On structural concrete decks. us a :14R -in. carbide tip SOS or straight sti' nk bit. APPROVALS CZP • The data below is constant for each OMG Heavy Duly Roofing Fastener. HEAD ' #3 Phillips Truss Head.* .425" Diameter SHANK .190" Diameter THREAD .245" Diameter COATING - CR -10 * *#3 Phillips bit inrhided in each carton. ORDERING INFORMATION CAT. No: LENGTH ' THREAD : PIIG WEIGHT CR114 1'k" Full 1000 1211s. 1si7• `'C°f'.;;:';.i:F;..'�4iiii: .:fieiii 'lal6/' "*Ai., CRHD2 ' 2" Full 1000 18Ibs, CRHD4 4" 3" 1000 341bs. OFi65. -1 •,._ ., ., :.5 �.0 '.fry . CRHDS R' 4" 500 26 lbs. CRHD8 8" 4" 580 341bs. C ,0, : i°';. : r.r, CRH10 10" 4" 500 40 lbs. rail'.? i;. CRH12 12" 4" 250 25 lbs. C116 :16" 4„ ' 250 37 lbs. Stow! Structure! Crmsrato wood Ughtwnlpht Cancrrtr. hum I Il( Unhtwelpht Insulating Concrete la Purllns C:',f, CamumPominwnndFibre INCOMPLETE Vo MAIW IW USA 04/23/2010 14:02 4253330563 Heavy Duty Roofing Fastener PRODUCT` DATA SPECIFICATIONS RAINBOW FEDERAL SPECIFICATION The fastener will be an OMG Heavy Duty Reuling Fastener (#141 with a shank diameter of .190 and a thread diameter of .245.1 he fastener must have 10 threads per inch end have a 30° spade point. Also, the fastannr must he heat treated per specification OMG-1. The OMG Fleavy Duty Roofing Fastener will be used with a Factory Mutual approved, UM6 pressure plate, The fastener must be factory Mutual approved and made In America, COATING REQUIREMENT the fastener will be coated with the OMG CR -10 corrosion resistant naming, When subjected to 30 Kesternich r:ycles (DIN 50018), the fastener must show less than 15 °4 red rust and surpass Factory Mutual Approval Standard 4470, APPLICATION Drive fastener until a slight depression is seen around the plate. Watch for the plate to dimple on very rigid insulation herds. Steel & Wood Decks: The fastener must penetrate steel and wood decks a minimum of t4 -inch. Structural Concrete Decks: The fastener must penetrate structural commix: decks a minimum of 1 -in. Predrill a: /n, in. pilot hole et least 1/2-in. deeper than fastener embedment using a carbide tip SDS or straight shank bit. NOTE: Prior to Mob-start. contact OMG to perform a pullout test to determine pullout values. Also, rare must he taken not to uverdrive the fastener causing subsequent damage to the insulation facer. Fastener must he tight enough st1 that the plate does not turn. PHYSICAL DATA The data Ilolow is constant for each OMG Heavy Duty Reefing Fastener. HEAD #3 Phillips Truss Rend" .425" Diameter rACI(AGING THRE,44 .245" Diameter SHArilc .190" Diameter COATINt1 250, 500,1000/carton C11-10 °MO ROOFING PRODUCTS 153 On! FS 11040, AGAWAM, MA 01001 800633.3800 WWW,OLYFAST.COM INFO ©0LYFAst,COM Ceiyitor ) 2010 OMG, Inc. All rights rescrvnrl. PAGE 10 HEAVY DUTY ROOFING FASTEIIER LENGTH SELECTION PROCEDURE 1. if epplicahle, determine the thickness of the existing roofing material. 2. Add thickness of new insulation. 3. For steel or wood applications add 3 -inch minimum fastener penetration, For structural concrete add 1" minimum fastener penetration NOTE: When predrilling for structural concrete, allow an extra W. 4. If odd size requirement, always size up in length, not down, See example: Stool or Your Wood Deck: Example: Project. Existing Roofing 1y." New Insulation Min. Embedment 3 "..._ 34" Total Fastening 3" Current Length 3" Thu tune,, Hoary Duty Roofing Feslonor for this steel or wand dot* exempla is 3'. Structural Concrete Deck: Example: Project: Existing Roofing 2' /a" New Insulation Min. Embedment 1' 1" Total Fastening 33/4" Correct Length 4" Your Tho proper Heavy uury Roaring Fastener for this structural concrete deck r:xnmpin is 3'. 04/23/2010 14:02 4253330563 RAINBOW FEDERAL PAGE 11 Steil Plates S'PECI•FICATIONS'.. PRODUCT DESCRIPTION OMG Steel Plates are made of Galvalume°D coated steel. The round design provides an even distribution of loads and eliminates sharp corners that can damage the insulation or membrane, 0M62-in. plates are used for lap seam fastening. OMG 3 -in. plates are for fastening insulation. These plates are designed to be used with OMG fasteners. APPLICATION Z Plate: Used for attaching single -ply membrane to the substrate. Use with OMG Standard. Heavy Duty or CD -10 fasteners. 3" Plate: Used for attaching insulation to the substrate. Use with OMG Standard. Heavy Duty, XHD or CD -10 fasteners. Lite -Deck Ping: Used for attaching insulation tn gypsum, cementitinus wood fiber and lightweight concrete decks. Use with OMG Lite -Deck fastener. r GypTec Plate: Used for attaching single -ply membrane to gypsum and cemetitious wood fiber. Use with Polymer Gypl'ec fastener. 3" GypTec Plate: Used for attaching insulation to gypsum and cemetitinus wood fiber. Use with Polymer GypTec fastener. 3" Galvanized Flat Plate: Used to attach insulation tn the substrata, Use with OMG Standard, Heav Dtrty, XHD or CD -10 fastener. APPROVALS Check with roofing system manufacturer for FM and Miami -Dade approvals for specific plates. PHYSICAL DATA & ORDERING INFORMATION _PRODUCT CAT. NO. 1 SI7L .PKG !idEIGHT. 7'1PLLWATE {e UTE -OECIC PLATE 7 6YPTEC PLATE M" '41' . 1b,V►A> 1122( itl: .",PLA1i'E• SPGA2 TCP03 sh4ESx SPGYPTEC3 2" 3" 3" 291bs. 19 lbs. 48 lbs. • OMG. ROOFING PRODUCTS 153 BOWLES ROAD, AGAWAM, MA O1001 800. 633.3800 WWW.0LYFAST.COM 1NF000LYFAST.COM Copyright © 2008 OMG, Inc. All rplht, roaorvcd, 2" Plate 3" Plate Lite -Deck Plate 2" GypTec Plate 3° GypTec - "Plate '41 rA 3" Galvanized Flat Plate 1Y V & 14t196 MAUE IN rIVVS,g1..,01 4,04 04/23/2010 14:02 4253330563 RAINBOW FEDERAL PAGE 04 TECHNICAL J,A,TA BULLETIN CARLISLE SYNTEC INCORPORATED ,40 CARLISLE SURE-WELD® REINFORCED TPO MEMBRANE (Standard and i.+ S) GENERAJL: ata Sure -Weld membrane is a heat - weldable single -ply thermoplastic polyolefm 3h ed for new roof construction and reroofing applications. Sure -Weld HS membrane is formulated wi additional flame retardant (compared to Standard) for higher slope fire code approvals. Sure -Weld membrane is based on advanced polymerization technology that combines the durability and weatherability of ethylene - propylene (EP) rubber with the heat weldability of polypropylene, The membrane is specifically formulated for long -term weather resistance without the use of either polymeric or liquid plasticizers. Physical properties of the membrane are enhanced by a strong, polyester fabric that is encapsulated between the TPO based top and bottom plies. The combination of the fabric and TPO plies provide Sure -Weld reinforced membranes with high breaking strength, tearing strength and puncture resistance. The relatively smooth surface of Sure -Weld membrane produces a total surface fusion weld that creates a consistent, watertight monolithic roof assembly. Sure -Weld Standard and HS products are available in white (highly reflective), tan and gray 45 -mil and 60 -mil nominal thicknesses. (See Sure -Weld EXTRA bulletin for 72 -mil and 80 -mil thicknesses). Special colors are also available and Carlisle can duplicate most paint colors with a 6 -8 week lead time. Available widths are 4, 5 and 6 ft perimeter sheets and 8, 10 and 12 ft field sheets. The membrane is environmentally friendly and safe to install. Carlisle's Sure -Weld tan and white TPO membranes are LEEDTM (Leadership in Energy and Environmental Design) compliant. The U.S. Green Building Council (USGBC) designed the LEED Green Building Rating System. Tan and white Sure -Weld are ENERGY STAR® and California Title 24 rated roof products. Reinforced Sure -Weld membrane is also available in 6" widths for use as reinforced flashing. This product is typically used for stripping in rows of fasteners and plates or to complete butt splices on FleeceBACK® TPO membrane systems. 1K EATlS: REVIEWED L CODECOMP IN ppiaM Nei g 20�kl Excellent low temperature impact resistance a Excellent chemical resistance to acids, bases, and restaurant exhaust emissions o • ,, ceptional resistance to solar UV, ozone, and oxidation ater vapor permeance and water absorption elt extrusion processed for complete scrim encapsulation o Warp knitted fabric (not woven) for smooth surface and greater thickness -over- scrim. o Polyester reinforcing fabric which is resistant to degradation by bacteria, mildew and fungi o Consistent color with Special Colors available o Sure -Weld is 100% recyclable (refer, to Carlisle's Recyciability Statement) (Paae, 1 of it INCOMPLETE e window of weldability tanding puncture resistance Chlorine -free with no halogenated flame retardants Plasticizer -free, does not contain liquid or polymeric plasticizers OF�TUKIMLA MAY 21 2010 PERMIT CENTER �• o�Tu ., ,1 1 SUILOIRG �I LTR# 04/23/2010 14:02 4253330563 RAINBOW FEDERAL PAGE 05 TYPICAL PROPERTIES AND CHARACTERISTICS: See table that is attached for basic properties and supplemental section on page 4, Typical weights are 0.231b /ft 2 (1.1 kg /m 2) for 45 -mil and 0.29 lb /ft 2 (1.4 kg /m 2) for 60 -mil membrane. CAUTIONS AND WARNINGS: Sunglasses which filter out ultraviolet Light are strongly recommended since tan and white surfaces are highly reflective to sunlight. Roofing technicians should dress appropriately and wear sunscreen to protect skin from the sun. Surfaces may promote slippery conditions due to frost and ice build -up. Exercise caution during cold conditions to prevent falls, Care must be exercised when working close to a roof edge when surrounding area is snow covered as the roof edge may not be clearly visible. Use proper stacking procedures to ensure sufficient stability of the rolls. Exercise caution when walking on wet membrane. Membranes may be slippery when wet. Store Sure -Weld membrane in the original undisturbed plastic wrap in a cool, shaded area and cover with light- colored, breathable, waterproof tarpaulins. Sure -Weld membrane that has been exposed to the weather for approximately 7 days or longer must be prepared with Weathered Membrane Cleaner prior to hot air welding. INSTALLATION: Sure -Weld Roofing Systems are fast to install since minimal labor and few components are required. The systems may be installed utilizing labor- saving devices that make sheet welding fast, clean, consistent, and easy to learn, while reducing strain on the roofing technician. The Carlisle Mechanically- Fastened Roof System installation starts with the insulation fastened with a minimum of 5 fasteners per 4 by 8 l'l. board. The Sure -Weld reinforced membrane is mechanically fastened to the deck using HP -XTM Fasteners and Piranha PlatesTM or HP -XTRA Fasteners and Piranha XTRA Plates. Adjoining sheets of Sure -Weld membrane are overlapped over the fasteners and plates and joined together with a minimum 1 -1/2 inch (4 cm) wide hot air weld. The Carlisle Fully- Adhered Roofing System application begins with the insulation Hastened at the required density (max_ 1 every 2 sq ft) necessary to resist the appropriate wind load. The substrate and membrane are coated with Sure-Weld Bonding Adhesive and the membrane is rolled into place. Contact your Carlisle Manufacturer's Representative for the specific design requirements and installation procedures for these two systems. Carlisle, Sure -Weld, FleeceBACK, Piranha Plates and HP -X are Carlisle trademarks ENERGY STAR is a registered trademark owned by the US Government LEED is a trademark of the U.S. Green Building Council © 2007 Carlisle Construction Materials Printed in USA 5/07F (Page 2 of 5) 04/23/2010 14:02 4253330563 RAINBOW FEDERAL PAGE 06 -WELD® 45 & 60-N THICK REIN1FORCED TPO SHEET fUnna Z nr Cl AND CHAEACTERJSTICS (Standard and IiS) BASIC PROP1 RTIES Physical Property Test Method Property Of Unaged Sheet ]Property After AS7['�!!i 0573 ag111ag 28 days 24O °F Tolerance on nominal thickness, % ASTM D751 ± 10 Thickness over scrim, hi. (mm) 45-mil 60 -mil ASTM 06878 Optical Method (avg. of 3 areas) typical 0.018 (0.457) ± 1.0% 0.024 (0.610) ± 10% Breaking strength, lbf (kN) ASTM D751 Grab Method 225 (1.0) min. 45 -mil 320 (1.4) typical 45 -mil 250 (1.1) min. 60-mil 360 (1.6) typical 60 -mil. 225 (1,0) min. 45 -mil 320 (1.4) typical 45-mil 250 (1.1) min. 60 -tail 360 (1.6) typical 60-mil Elo ration at break of fabric % ASTM D751 25 j.icai 25 ical Tearing strength, lbf (N) 8 by 8 in. specimen ASTM D751 B Tongue Tear 55 (245) min. 130 (578) typical 55 (245) min. 130 (578) typical Brittleness point, °F ( °C) ASTM D2137 - 40 (- 40) max. - 50 (- 46) typical Linear Dimensional Change (shrinkage), % After 6 hours at 158 °F (70 °C) ASTM D1204 ASTM D1149 +/- 0.5 max. - 0.2 typical No cracks No cracks Ozone resistance, 100 pphm, 168 hours Resistance to water absorption After 7 days immersion 158 °F (70 °C) Change in masst % ASTM Ta47.1 (top surface only) 4.0 max. 2.0 typical Resistance to microbial surface growth, ratin: 1 is •oor 10 is no _i .wth ASTM D3274 2 S. Florida 9-10 typical Field seam strength, Ibf /in, (kN /m) Seam tested in ..,•1 ASTM D1876 25 (4,4) min. 60 (10.5) typical Water vapor permeance, Penns ASTM E96 0.10 max. 0.05 typical Puncture resistance, lbf(kN) (see supplemental section for additional puncture data) FTM 1O1C Method 2031 250 (1.1) min. 45-mil 325 (1.4) typical 45-mil 300 (1.3) min. 60-mil 350 (1.6) typical 60-mil Resistance to xenon -arc weathering 1 Xenon -Arc, 17,640 kJ /ma total radiant exposure, visual condition at 10X ASTM G155 0.70 W/m2 80 °C B.P.T. No cracks No loss of breaking or tearing strength ' Aging conditions are 28 days at 240 °F (116 °C) equivalent to 400 days at 1.76 °P (80 °C) for breaking strength, elongation, tearing strength, ozone and puncture resistance 2 Approximately equivalent to 14,000 hours exposure at 0.35 W/m2 irradiance B.P.T. is black panel temperature 5/07 fUnna Z nr Cl 04/23/2010 14:02 4253330563 RAINBOW FEDERAL PAGE 07 SUPPLEMENTAL APPROVALS, STATEMENTS AND CHARACTERISTICS: 1. Sure -Weld TPO meets or exceeds the requirements of ASTM D68781 Standard Specification for Thermoplastic Polyolefin Based Sheet Roofmg 2. Radiative Properties for. ENERGY STAR®, Cool Roof Rating Council (CRRC) and LEEDTM An ENERGY STAR compliant low slope roof product must have an initial solar reflectance of at least 0.65 and a 3 year aged solar reflectance of at least 0.50. Cleaning of the aged roof surface is permitted by the ENERGY STAR test protocol. T.be Cool Roof Rating Council (CRRC) does not specify minimums for reflectance or emittance but they do require specific protocols for testing and reporting. Cleaning of the aged roof surface is not permitted for determination of radiative properties after 3 years. A LEED "point" may be earned if a roof material is ENERGY STAR qualified and has a thermal emittance of at least 0.90 as determined by ASTM E408. California Title 24 requires an initial, minimum reflectance of 0.70 and emittance of 0.75 as determined by CRRC test protocol. Solar Reflectance Index (SRI) is calculated per ASTM E 1980. The SRI is a measure of the roofs ability to reject solar heat, as shown by a small temperature rise. It is defined so that a standard black (reflectance 0.05, emittance 0.90) is 0 and a standard white (reflectance 0.80, emittance 0.90) is 100. Materials with the highest SRI values are the coolest choices for roofing. Due to the way SRI is defined, particularly hot materials can even, take slightly negative values, and particularly cool materials can even exceed 100. For additional information on Carlisle products and ENERGY STAR, CRRC, LEED and California Title 24 see www.carlisle- syntec.com and select Guide to Building Green. 1Copyright © ASTM International, 100 Barr Harbor Drive, West Conshohocken, PA 19428 -2959, USA (Page 4 of 5) TEST METHOD WEI TE TPO TAN TPO GRAY TPO ENERGY STAR i itial solar reflectance Solar Spectrum Reflectometer 017 0.68 nla ENERGY STAR solar reflectance after 3 years Solar Spectrum Reflectometer (after cleaning) 0.83 0.64 n/a CRRC initial solar reflectance ASTM C1549 0.79 0.71 0.46 CRRC solar reflectance after 3 years ASTM 01549 (=cleaned) 0.70 pending pending CRRC initial thermal eminence ASTM C1371 0.90 0.86 0.90 CRRC thermal emittance after 3 years ASTM C1371(uncleaned) 0.86 pending pending LEED thermal emittance ASTM E408 0.95 0.95 0.95 SRI (Solar Reflectance Index) ASTM E1980 110 88 55 An ENERGY STAR compliant low slope roof product must have an initial solar reflectance of at least 0.65 and a 3 year aged solar reflectance of at least 0.50. Cleaning of the aged roof surface is permitted by the ENERGY STAR test protocol. T.be Cool Roof Rating Council (CRRC) does not specify minimums for reflectance or emittance but they do require specific protocols for testing and reporting. Cleaning of the aged roof surface is not permitted for determination of radiative properties after 3 years. A LEED "point" may be earned if a roof material is ENERGY STAR qualified and has a thermal emittance of at least 0.90 as determined by ASTM E408. California Title 24 requires an initial, minimum reflectance of 0.70 and emittance of 0.75 as determined by CRRC test protocol. Solar Reflectance Index (SRI) is calculated per ASTM E 1980. The SRI is a measure of the roofs ability to reject solar heat, as shown by a small temperature rise. It is defined so that a standard black (reflectance 0.05, emittance 0.90) is 0 and a standard white (reflectance 0.80, emittance 0.90) is 100. Materials with the highest SRI values are the coolest choices for roofing. Due to the way SRI is defined, particularly hot materials can even, take slightly negative values, and particularly cool materials can even exceed 100. For additional information on Carlisle products and ENERGY STAR, CRRC, LEED and California Title 24 see www.carlisle- syntec.com and select Guide to Building Green. 1Copyright © ASTM International, 100 Barr Harbor Drive, West Conshohocken, PA 19428 -2959, USA (Page 4 of 5) 04/23/2010 14:02 4253330563 RAINBOW FEDERAL PAGE 08 SUPPLEMENTAL APPROVALS, STATEMENTS AND CHARACTERISTICS (continued): 3. Sure -Weld TPO membranes conform to requirements of the U.S.E.P.A. Toxic LeacIu to Test (40 CFR part 136) performed by an independent analytical laboratory. 4. Sure -Weld reinforced TPO was tested for dynamic puncture resistance per ASTM 05635 -04 using the most recently modified impact head. 45 -mil was watertight after an impact energy of 12.5 J (9.2 ft -lbt) and 60 -mil was watertight after 22.5 J (16.6 ft -lbf) (Page 5 of 5) April 21, 2010 John Deininger, Architect 4128 West Ames Lake Drive NE Redmond, WA 98053 Reference: Warehouse Building 6801 S. 180th Street Tukwila, WA Dear Mr. Deininger: STRUCTURAL; :ENGINEERS! Per r; N It le®• REVIEWED FOR CODE COMPLIANCE AP ROVED MAT 28 2010 City of Tukwila BUILDING DIVI4IoR' Per your request, we have reviewed the possibility of adding a new roofing membrane atop the existing roof of the above referenced warehouse building and, in our opinion, find it to be acceptable, provided the total added weight imposed on the existing structure does not exceed 1.0 pounds per square foot. Please feel free to call if you have any questions. Very tru ours, Robert J. F President RJF/kkm i, P.E., S.E. y -zt -Io 2013 4th Avenue, Suite 202 Seattle, Washington 98121 T: 206.615.9700 www.rfaengineers.com F: 206.615.7737 W: y RECEIVED APR 30 2010 PERMIT CENTER ^w -: ti. -611- SITE AREA EXISTING BUILDING AREA 5.751 AC. TISIWLA WNW/ CODER 5 SOOT. MUTING USES OFFICES 17 11.300 MANUFACTURING 3.000 LUNCHROOM WAREHOUSE/DIBTRIBUT1ON 13,150 RTOPOSED WARENO09E 5'311 SCUT. PARKING OFFICES 5 PER 1000 SOFT. MANUFACTURING 1 PER 1000 SORT. WAREHOUSE 1 PER 2000 SORT. PARKSW PROVIDED ON SITE 52 AUTOS 20 AUTOS 11 AUTOS 83 AUTOS REQUIRED 256 AUTOS atet) W1PA 142.8 isott sr. i 6,11 r 4A6rP NNSn K6 No423 rd 8E4; 4,2i=_T4 s-o‘s! £SEC LIIE: fa f��°`- 362- �-- 9'C8T -,04• wry) 04- 20. 0• 'LEGAL DESCRIPTTOr4 Legal 362304 57 BEG AT NW CGS SEC 36 TN S 01.19 -01 W 1320.01 FT TO NW CCM CIF 0L 4 TN S 88-04-53 E 381.61 PT TN S 01 -53-07 W 341 FT TH N 160443 W 50 FT TO TPGB TN S 55-04-530 436 FT 601 TO TOP OF LEFT BANK OP GREEN RIVER TN S 0700 E 106 FT TN S 01-06 W 104 FT TN S 09-12 W 106 FT TN S 26-49 W 102 FT TN S 4741 W 103 FFTNS60 -I5W40 FTTNS74-35 W60 FFTNW 156FTTN N67.30W 107 FTTNN 26-19W 104 FTTNN 20-22W 1 -3 FT TN N21.31W 106 FTTHN32 -3$W 116 FTTNN44- 04 W 35 FT MIL TAP FR WH 1908 BEARS S 70 -2047 W TH N 70.2507 E 220 FT W. TO DIM TOW N9AfI 5 TOW UNU INT IN M UVATh f1U AD1 F(1N Ab8N98MLN i 14U314J01*b PERMIT CENTER JOB N0. ORASN OCOCE0 WNW 006909 SHEET 110. 1 WITH L, Carlisle's Sure -Weld Sure -Weld three over 60 mil reinforced thermoplastic Reeognizin component Sure -Weld r membrane Gro:3 Crag esufto standard membrane consists polymer center polyolefin (T PO) base: strong. tough compounded polyester g( o0 oem N A agiagfiig measures p 9s3 09(§ thDADA CAP while measure long -term other nominal heat- weldable lbmm9 Sure - We!d's 0 -mils. P Bp u•Q 0 Via kotAV@IK GM@ &Ulm@ OM superior membrane haracteristics. membranes translates membrane reasons: offers timah additional protection migratory combination tough tith bottom performs physical other Su against MOD rooftop Better eMwh, TOG OD OA rot odut Ste t c t re Welds n 1 creates membranes properties all- important surpassed other offered anougta Waft egn strong sheet bap tested heat - weldable phog market. including When membranes marketplace. Thicker Better providing nominal orb OGING fig smooth pick -up membrane Sure -Weld resists microbial maintains values attar offers EffIg k. SG clean debris appearance throughout (gyp r i -- ace to Oxa CWO c4 t nD O added product. Thicker Carlisle's Better manufacturing mandating thickness. affording roofing create - - ur SUS 0 co 0a M'iib- again proves components specifications, (nominal) 09 4D smooth, �n'�-t iP contractors. 4c�t o0 application (P�I coating ease monolithic themselves membrane. outstanding resistance, western thicker surface assemblies actually rep 00 0 of i% particularly markets. fusion welds on•er eat ° stronger provides ultraviolet Q'nl ag eeti Sunbelt ozone Mechanically- Fastened Roofing 04/23/2010 14:02 4253330563 April 23, 2010 • RAINBOW FEDERAL • Commercial Roofing G Since 1975 (425) 3334676 *'Fax (425) 333-0563 Mr. John Deini ger Lilly Pt. Investments 4128 W, Ames .Lk. Drive NE Redmond, WA 98053 Re: Carlisle IT Building 1'0. &x 1116 • Carnation, WA 98014 • Coo». d'RAf r8/7172QC PAGE 03 Cm OF8Tg&LA MAY 21 2010 PERMIT CENTER Location: 6801 S. 180th Street Tukwila, WA Following is the information needed to obtain the permit for the above referenced project. Item #1: The existing roof appears to be a 2 — 3 ply Built Up roofing system with fibrated silver seal coating over a plywood substrate. We are proposing an overlay of Carlisle Y2" R -Tech Fanfold Recovery Board mechanically attached to the existing substrate. A 60 mil Carlisle TPO mechanically attached single ply roofing system would then be installed to the Manufacturer's specifications. We would be using 10' wide sheets fastened with screws and 2 -3/8" barbed seam plates @ 6" on center with two (2) each perimeter sheets. Item #2: The UL Rating for 60 mil TPO is dependent on the framing substrate and the existing roof covering when installing an overlay. In this application it would retain the UL Class B rating. (See attached documentation. These two systems best match the existing membrane) Please let us know if you need any further information from our office. Respcctftully, Rainbow Federal, Inc_ Dale Robertson President May 5,2010 • City qf Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director John Deininger 4128 W Ames Lk Dr NE Redmond, WA 98053 RE: Incomplete Letter #1 Development Permit Application D10 -114 Carlisle Reroof — 6801 S 180 St Dear Mr. Deininger, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on April 30, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the following comments. 1. Provide manufacturers installation, specifications and data sheets for the new roof membrane Fire Department: Al Metzler at 206 -575 -4404 if you have any questions concerning the attached comments. 1. Provide installation guidelines (i.e.) torchdown, mechanical fastened etc. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other. documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician Enclosures File: D10 -096 W:\Permit Center\Incomplete Letters \2010\D10 -114 Incomplete Ltr #1.DOC 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 O PER IT COORD COPY t PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -114 PROJECT NAME: CARLISLE REROOF DATE: 05/21/10 SITE ADDRESS: 6801 S 180 ST Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: �1J OS- ' �1 Bui ing ;vision 1101 Public Works inn I.zs ire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Complete ik Comments: DUE DATE: 05/25/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route, REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required LJ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/22/10 Approved Approved with Conditions III Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: 'Permit Center•Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • P PY rr ;: i! v�� :,f :,., a:. to i PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -114 PROJECT NAME: CARLISLE - REROOF SITE ADDRESS: 6801 S 180 ST X Original Plan Submittal Response to Incomplete Letter # DATE: 04 -30 -10 Response to Correction Letter # Revision # After Permit Issued EPAR MEN aeiA\ Building Division Public Works do Fire Prevention 1/A Structural El Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete DUE DATE: 05 -04 -10 Not Applicable n Comments: Permit Center Use Only • . INCOMPLETE LETTER MAILED: to LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06 -01-10 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use•Only • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 peg • • City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D10-114 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Carlisle Reroof Project Address: 6801 S 180 St Contact Person: +�� Y .)01 one Number: - 2c67 � ��J -7 7 78 )01 1 Summary of Revision: C� CrerummU4 MAY 21 1010 PERM1rc en 1 =s• A Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Pijier Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Rainbow Federal Inc UBI No. 600301530 Phone 4253334876 Status Active Address Po Box 1116 License No. RAINBFI172QG Suite /Apt. License Type Construction Contractor City Carnation Effective Date 11/7/1983 State Wa Expiration Date 5/19/2011 Zip 98014 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company ssociated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status RAINBRI184M7Rainbow Roofing Inc Construction Contractor General Unused 7/27/1982 6/2/1984 Archived RAINBI`206DC Rainbow Roofing, Inc Construction Contractor Roofing Unused 3/3/1980 6/2/1980 Archived Business Owner Information Name Role Effective Date Expiration Date Robertson, Dale BNbsp; 01/01/1980 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 10 CMOERCHANTS BONDING WAC1348 06/30/2004 Until Cancelled $12,000.0006/28 /2004 9 FIDELITY a DEPOSIT CO OF MD LPM04006361 06/02/2001 Until Cancelled 07/01/2004 $6,000.0005/24/2001 04/23/2009 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 23 VALLEY FORGE INS CO 4024600020 05/01/2010 05/01/2011 $1,000,000.00 04/23/2010 22 FIRST MERCURY INS CO FMWA000152 05/01/2008 05/01/2010 $1,000,000.00 04/23/2009 21 FIRST MERCURY INS CO FMFL001713 05/01/2006 05/01/2008 $1,000,000.00 04/25/2007 20 AXIS SPECIALTY INSURANCE CO EAP713565 05 05/15/2005 05/15/2006 $1,000,000.0005 /19/2005 19 AXIS SURPLUS INS CO 2422301JJ 05/15/2005 05/15/2006 $1,000,000.00 05/13/2005 18 ADMIRAL INS CO CA00000408803 05/15/2004 05/15/2005 $1,000,000.0005 /19/2004 17 ADMIRAL INS CO A03AG17082 05/15/2004 05/15/2005 $1,000,000.00 05 /13/2004 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip /Print. aspx 06/02/2010 SEPARATE PERM T REQUIRED FOR: Mechanical Plumbing ZrGas Piping City of Tukwila EltAumn Divi•v-A REVISIONS No changes shall be rnade to the scope of work without prior approval of Tukwila ElTuilding Division. !CITE: Revisions will re,,quire a new plan submittal ndd;tbnal plan revi--T1 frr's J Permit No. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorin the violation of any adopted code or ordinance. Receipt of approved Fi Id Copy and conditions is acknowledgorlr BydJ 7�'L Da . 6— 7 --' City Of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 8 2010 City of kwila BUILDING DIVIRIO MAT= SITE AREA ILES AC. ZONING • TUKWILA ORM CENTER EXISTING BUILDING AREA 114,000 IMIXT. EXISTING USES • OFFICES 11,3•1 MANUFACTURING • 20000 LUNCHROOM SA00 VOUIEHOUSE/DISTRMUTION 13,6110 !PROPOSED WAREHOUSE iti60 TOTAL $o.FT. PARKING SS AUTOS 20 AUTOS 11 AUTOS OFFICES 3 PER 111•0 VIM MANUFACTINUNG 1 PER 1000 *WT. • WAREHOUSE 1 PER 2000 $�J! PARKING PROVDED Ofi SITE **AUTOS Recoup US AUTOS ea. saeclam /cm v,13b14,44, • RECEIVgP, _ PC:RMMA°YiTF2TCU1EK2NWI0T1LA0ER rgetfir.ar4- 4t) 34.- 14 • 41- jLEGAL DESCRIPTION 12p1: 362104 ST REO AT NW COR SEC 36 TH S 0149-01W 1320.01 FT TO NW COR . OF GL 4 TH S 8S-01-53 E HIM FT TH S 014347 W 341 PITH N 11/1-04-33 W 50 FT TO WOE TH S $6.0443 E 426 Fr ML TO TOP OVUM' mum OF GREEN iVERTh S (moo E 106 FT Ili S 01-06 W 104 PT TH S 09.12 W 106 FT TH S 26-49 W 102 FT 77rIS 47.21 W 103 FT111 S60•IS W 40 FT TH S 7 433 W60FrIfi W 106 FT711 N67.30 W 107 FTTIIN 26-19 W 104 FT 'IN N 20.22 W 1-3 FT TH N 21.54 W 103 FT TN N 32-3S W I 16 FT TN N 04 W 35 FT NUL TAP FR WH TFOS BEARS B 704047 W TH H 7040-07E 210 PT NIL TO POO TOW METUW lIND INT IN 141USIATEND AIN FOR AIIINSIMAIff PUNK INCOMPLETE LTR# DIO 111-4 1 ). 48�V• ?1 %,l4 Z7•4'2 w 24.0 `,' 2401• o• 9810 "......... .l......, .:...: e-0" 1 24.0 P. 24 •0 ft 18.0 W /:•0 AO L, f1I 1 i I ! 2I0.10.,0• •G 2- FS COnir F32 I .P3, 1 P3O I P2,o 1 P28.. I- P21 P26I P25 1 VIA P24 + TY �CaJ RJt7tTRlOR� :t t I 1 I 46'•cs" 48:G• 2X-0 F 4A. v •" 24.0 23.642 45'2" TMTM�••�1�1'Ilp4' 6.1 - -1 rj J P22 Nr4 •LOM7R.ic T.�.v aMNr sce .•?.3 s. nb . 1 m►• 'rL • 1 0; 1653 M • 06..0. • GENERAL STRUCTURAL NO TES 1. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF r'c • 3,000 PSI AND SHALL CONTAIN NOT LESS THAN 51 SACKS OF CEMENT PER CUBIC YARD. (DESIGN Pc • 2,000 PSI.) 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615•68 GRADE 40. DIAMETERS MINIMUM UNLESS NOTED OTHERWISE ON THE DRAWINGS, PROVIDE '.CORNER BARS AT ALL WALL INTERSECTIONS TO MATCH HORIZONTAL REINFORCEMENT.. :• 3. REINFORCEMENT EMBEDMENT SHALL E AS•FOLLOWS1 UNFORMED SURFACES AGAINST EARTH....... FORMED SURFACES AGAINST EARTH -3- CLEAR SURFACES EXPOSED TO WEATHER, BEAMS OR COLUMNSi(" I CLEAR CLEAR 4. SPAN -DECK UNITS•SHALL BE MANUFACTURED BY A LICENSEE .OF SPAN •DECK, INC. FRANKLIN, TENNESSEE. THE PRETENSIONEO HOLLOW CORE SPAN •DECK UNITS SHALL BE MACHINE CAST WITH 28 DAY'CONCRETE STRENGTH OF Po • 5,000 PSI. INSTALLATION SHALL RE UNDER THE SUPERVISION OF THE MANU- FACTURER.,. UNITS SHALL BE ALIGNE') AND LEVELLED BEFORE GROUTING THE•KEYS.WITH °A•SANO- CEMENT GROUT. S. ALL'TILT•UP WALL REINFORCING SHOWN IS FOR IN •PLACE SERVICE. LOADS ONLY 'CONTRACTOR•SHALL PROVIDE ALL'LIFTING INSERTS: AND.SPECIAL•REINFORCING REOUIRED FOR ERECTION LOADS. STRUCTURAL` STEEL SHALL CONFORM'TO ASTM •A.36. 7 ALL WELDERS SHALL BE CERTIFIED BY THE AWS 8 : GLUED LAMINATED MEMBERS•,SHALL BE FABRICATED IN•CONFORM- ANCE WITH UBC STANDARDS'NO.•25 -10 AND 25 •1t.:' A CERTIFICATE DEPAR'M NT FOR ALL MEMBERS: ,:M HDERS SHALL BE :DOUGLASFIR BEAMS- SHALLE`COMBINATION ■ A F hh'• 2,400 P51.'COLUMNS SHALL' BECOMIINATION,•N•`F6 1;100 P51 :-,' SUBMIT COMPLETE SHOP ORAWrNGS PRIOR TO FABRICATION. TRUS •JOISTS SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE', W ITN'MANUFACTURER'S SPECIFICATIONS .• - BRIDGING •SHALL. BE FURNISHED.'AND.INSTALLEO PER :MANUFACTURPS DETAILS.: SUBMIT,` COMPLETE SHOP'DRAWINGS.FOR APPROVAL PRIOR•TO FABRICATION: 10 FRAMING LUMBER SHALE. CONFORM TO WCLII'GRADING'AND .DRESSING RULES h6 AS FOLLOWSI JOISTS DOUGLAS FIR NO '`1 1 • • BEAMS 3 STRINGERS 'DOUGLAS' FIR NO.• :1 (b • 1.350 P51) STUDS C.LIGNT FRAMING :;DOUGLASTII CONST..( ►b.. 1,350 PSI) ' RUCTION GRADE - (16 "'850 P51) • ' ERKELEY ►URLINS (IF ,USED) ' DOUGLAS •FIR SELECT s-a - „STRUCTURAL { ,• • (fb . 1,800, PSI) 7 • • .4: ..__. P47 'p10- J . 1 % • ?4.O , + G ^WALL 1" (,r4 6/MIROTRIP • m • 1 • • L4 Pou* OTRII , • ' . . ' 1 4•tRAI, . 0 GSCec (w/ 2Ei•TAW R TOr O I l 1.AGTGCAL6rEi•pooes4L -r p15 • N 1.: ,ZB'.r.04.) I 1 1183 �,. A'&1..A9 ON GRACC W/13(.•14L'W s 1 'f1711 (BCGYIC. •P CF 0.4C AT ALYEA-447E .M7 ECr%OA/S -76'I) r4, I O� 0 I •••DFPR103 44..10 I6 0-' -7 !7 !12 4 I e � • t.; !j � 1 1 N'B • .1-'040. x0-10 �s wm( a' IT of GZavT. 4,0146. I S h " ■•4 q•, ap • .•1 I, `1 i : I9S3 2 FOOTINGS SHALL BEAR ON SOLID UNOtSTURiED'EARTH AT LEAST 18• BELOW LOWEST ADJACENT`.. FINISHED• GRADE' UNLESS. SHOWN, ,OTHERWISE -: 3 DESIGN CRITERIA (MC 1970 EDITION) FLOOR LL ; .. , 'ROOF LL , 125 PSF EARTHQUAKE 25 PSF , .WIND +;'ZONE •3, K •'1 33 `AC OWABLE SOIL /FARING .• .s 00 PSF'..,;. WAU..PGUUI IN(i5 S- 4LL AFAR' ON A Mrt4 Mum g- 4 raer ANQ`.COWAW. P(JOT.1NC .4.MINIMUM GPI: ?, PCC...::CII"•.,.,_ GomPACT •O FLi..•CCN1t0.ffG 0P,C(• IpgA/ •.J440S'ApR�'.S6N0.,ap,AVEf:•: e.casIPACrCO T17 Ar.413A1T 457. 01°,frke:MAXIMQAI •O4)V11rY O'FEStMINEO %bY itA:3A( p';CGMP.M1CT/DN>1•E4T ;, p AO.` 413 /Yl7rV4 7MG,PIICtLi� L EkTENa'A MINLAlt0.1 QP kieNCOT. ' ,10 /A/vaoriGArtov, Jvdp 177 :45arwrrs r ,' Irs 4eruc� : , aarEs Auc�1eOr,+ 19.-z ,,;. a. • . ,,� .. , ..: ca?'?a .56#111 °JfR/I tV, Ff LY•PIL'.AT G•lo 24 -O 2/'7512:_•. 40'.0 111 1 Wt[R B,C QI%AL T (sa4± EUr 11w1r par . coc..r;. J) 4 IAOI 'ONO YN4. ,PC001, .,. • OIF M.ts1•:,.eCJE /IVO:MOM DPorrAL A/QIA�.AT: &OA! ctOK/!A' Sh;r'm rYPICAE COAP 7,ekc77QIV '✓GiA'/7 • PACIFIC NATIONAL 15ANK .OF WASNINGTQAI iU1: WIt: ACJ• PEReTit�A )''CQNTgq,'�•�(�'OiJ�GT.�14i! �Equ GANN.., pawnLOPM* wT•. COM P1ORAgTIOAi. 81218; rRt:INiIPTIFIC,P.D.DQ.' ;aOrntsw! PIect:y:IaATT4ur r'MANSON ''• "'BENNf*.'R ;NAND,' ASSOCIATES t em" 1.11•..WIIR/I' A N1R011.0 • NI11ftL. WYN•IIIIpq MIMC:. (CODE COMP FO APPIMED Mar z a 2010 City of Tukwila BUILDING DIVISION 10 RECEIVED CITY OF TUKWILA MAY 212010 PERMIT CENTER C.t.G¢ wry ` j 4404 Je4sr I84 I ?ez,eer *TKU . 1 GRAOx_£. lace PSI , w /SlMrroIJ a 4.t4 . I. Kd►GF�CS Bd. L:NO." REVIEWED FOR CODE COMPLIANCE J WP1 fVE® I iv 28..2U10:`. ,GS4`'Ki A1.411/A16' :SCUGrttLILE .,; ".IM Al1r*.Cf:� ONAANICAGM.'.motikIPR/a vs i•1 , NAIL 64` dr414 "'PLY$ O $A 11816" • 'x al-r• aSTWOON -OHMS 3ANA19 ANO 0 ANO!Q % : 4MAId ? or.. rod , • ad NAILS' E ' It' :CI04O 4114 A 40 5 # 19 Apar, 8Clr O. ``rwGGN -ruOE G.'4•'4 14 6.0 O4'- OOC.eft /C t i A 4.62. (a4-c' 0.C.. n4 lL 80/1t d to.741.46 C1K •C\ . ? ADO: PACIFIC UATIONALISAUK;OF WASNINGTOk • TUK Wit. A OPERATION CIWTEFt C •ROJBGT 1cl y1 c CA '"4...,p $V QL.OPhole cowl, cotter sow S0i3' "VIM CTERiRO .$CZ9DFWC;FIELO'.8OATTLE : . , ` MANSON = +BBNNETT' AND l ASSOCIATES 14N 1411• roUMN : ATMNUM' UM.M S ,^.:. • • MMAT 1.Z. -W MN1410TON" NI01' O1t4 RECE1V D CITY OF T�UKW1LA MAY 21 2010 PERMIT CENTER `'., .: N/N- NC4M11$$VM .11LLYM11 .+ *MK11M a111MY. NWIW.. 1111`: , ^ ^. h: ;S3IVMJOSSv ::QNVv' ±:.113NN]a;rsNOSN�/W ?<. yr alit aG'C7ald 12NOC4av 'Ob /0.13W,Ul3dt100,f �9R !,,vo ywyo .1a►o .7: ar+aw.Aplanao'{:`01wsiv r9w ' rbl ,.Wsli'Oild) �a' i. ld'1a7.IVOIl0.11�dQ >t!"1fM71(1L tvalltrlM9tyiv`slo �tnivA;oiiefiv `7ie117tre • IVO /1J3NNC�� ;��'Sb,,.B' :,/YWn?OJ ;71y.� /d.(LI MI T.; MVP aaAoaadv $'`mot !` "s ,%�i {.. r�.irII(' Yr• rna> aac sri�s•'`b/wao • Ki r 9tD „a!vi 9'O,lnr d 4$ y % "s .u11n`n!0r1avaa9Pvaa I67wMcG.L /0) b� .dV7d ∎VG arveM t ?O *•77dM _ par,dlvty YRP 7La at Neattm '7,0010 :au `) x713 •4 „ZE 'd% t'i•d Ps /A4. & ><� ,CPA. 4• adO7p J'O,PL U� X 93 fro 7MFXf7 -.k nova 71, Cdr7,, o-7a/s► � ,n/ory • • -r a,70 t dnob9• : • • ” 01v,-lirrn. . 2 . 7 — 4 7 , I .t'Yee/v/70$• „9, J a70/110,,yP ! J l n,w..VO,vw�; N pt Mtor E f.. 'I�nDd •'a:c atnw oc 0o•t �y.�M •r Z.oe0 Jta:? >O'FM NVtd a•L >, ;C•Nra0 LS,or NO.GeW: f' .3 74 • �.• 4 CIO 7,S• LfiOY9 •'7•o,o01 r7. „/ Set7D Q7 ?M- ".1;l•.- lV7oy ;71 „Sh J,.Z►x 9# -/ (1q RECEIVED CITY OF TIJKIMLA MAY 21 2010 . PERMIT CENTER