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HomeMy WebLinkAboutPermit D14-0210 - BUY BUY BABY - REROOFBUY BUY BABY 17686 SOUTHCENTER PKWY D14-0210 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: htto://www.TukwilaWA.aov DEVELOPMENT PERMIT 3523049005 17686 SOUTHCENTER PKWY Project Name: BUY BUY BABY Permit Number: D14-0210 Issue Date: 7/24/2014 Permit Expires On: 1/20/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: KIR TUKWILA 050 LLC/KIMCO 3333 NEW HYDE PARK STE 100 PROPERTY TAX DEPARTMENT, NEW HYDE PARK, WA, 11042 RYAN LOW 1220 37TH ST NW SUITE A106 , AUBURN, WA, 98001 COBRA BEC INC 7211 W FLIGHTLINE BLVD STE 108, SPOKANE, WA, 99224-8995 COBRABI906J6 WELLS FARGO INSURANCE SERVICES 601 W MAIN AVE, STE 1400, SPOKANE, WA, 99201 Phone: (253) 736-4967 Phone: (509) 455-4043 Expiration Date: DESCRIPTION OF WORK: TEAR OFF EXISTING BUILT UP ROOF SYSTEM. INSTALL NEW R30 INSULATED ROOF SYSTEM WITH MECHANICALLY ATTACHED .060 MIL TPO. Project Valuation: $156,907.00 Fees Collected: $3,397.88 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: IIB Occupancy per IBC: M Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: HIGHLINE,TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: I hearby certify that I have read and ex min d this permit and know the same to be true and correct. All provisions of law and ordinances gover ing his 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 and obtain this development permit and agree to the conditions attached to this permit. Date: %l�y--,y This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 2: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 5: If a propane -fueled asphalt kettle is used, an LP -Gas permit is required from the Tukwila Fire Marshal's Office at 444 Andover Park East, Tukwila WA 98188 206-575-4407. 1: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 3: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 4: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 6: ***BUILDING PERMIT CONDITIONS*** 7: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 8: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 9: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 10: 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. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: 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. 13: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0612 EXT ROOFING INSUL 0409 FRAMING 0103 PRE-REROOF CITY OF TUKWILA Community Deretopmast Deportment Pubic Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tlskwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. D I7 _ 0,2 / 0 Project No. Date Application Accepted: 7l/ k j Date Application Expires: O//U 1 //S' (For office ute.. CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by Rx. **Please Print** SITE LOCATION she Address: 17686 Southcenter Parkway Tenant Name: BuyBuy Baby King Co Assessor's Tax No.: 4200-198617-23 Suite Number: Floor. New Tenant El ....Yes ❑..No PROPERTY OWNER Name: KIR TUKWILA L.P. Address: 3535 Factoria BLVD SE #520 City: Bellevue State: WA Zip: 98006 CONTACT PERSON — person receiving all project commtmioMian Name: Ryan Low Address: 1220 37th St Nw, Suite A106 City: Auburn State: WA Zip: 98001 Phone: (253) 736-4967 Fax: (253) 887-1501 Email: ryanl@cobraresults.com GENERAL CONTRACTOR INFORMATION Company Name: Cobra BBC Adder: 1220 37th St Nw, Suite A106 City: Auburn e: WA Zip: 98001 Phone: (253) 736-4967 Fax: (253) 887-1501 Contr Reg No.: Exp Date: Tukwila Business License No.: IMApplicillioneWorarAppikations Olt Liel2011AppYntinhisit-Iu.doa Banned: Mew 2011 ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCA, 1927.095) Name: Wells Fargo Insurance Services Address: 601 West Main Avenue, Suite 1400 City: Spokane State: WA Zip: 99201 Page I of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): S 156,907 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Tear off existing Built Up Roof system. Install new R30 insulated roof system with mechanically attached .060 ICI TPO. Will than be new rack storage? ❑ Yes ®.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas is Square Footage Bdow Existing Interior Remodel Addition to Exinting Structure New Type of Construction per IBC TYPeof Ocaupancy IBC Ie Floor 2O° Floor 3'° Floor Floors them Basement Aooessay Strutting' Attached Garage Detached Garage Attached Cnpat Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, phis any decks over 18 inches and overhangs greater than 18 inches) 'Far an Accessory dwelling. provide the following Lot Area (sq ft): Floor area of principal dwelling: Floor area of aooessory dwelling: *Provide documentation entation that dhows that the principal owns lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers El -Automatic Fire Alarm ❑ .None ❑ Other (apecit') Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ -.....Yes 0 No i%'jiea . attach list of materials and storage location, on a separate 8-1/2"x 11 "Papa brchding quantities and Material Suety Data Sleets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, povide 2 copies of a errant septic design approved by King County Health Department. x:upnaa.eion lFUrs-Appliali-s on r:.uol I Applicaticadrermik Appliolio. Revised - 11-9-11.doce Revind: August :011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Contraction — In sll cases, a value of construction amount should be entered by the applicatnt. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current Ibe schedules. Expiration el en Review — Applications for which no penult is issued within 180 days following the date of application shall expire by limitation. The Building Official may gran one or more extensions of lima for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable c ense demonstrated. Section 105.32 International Building Code (entreat edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPUCATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNBR Offila:MBA616 Sigtattwe: Date: 7/7/i I/ Print Name: fit l °l ' J JJ OI r k e Day Telephone: 66— 0 tlY Mailing Address:35 33- FAf doe, a j3!', f SF S ``sx`o BeJ/nvnn{ li/q 98006 szip thApplkatiosulfturAwrwia. a LimA20111 ANswtioniPu mil Appfiaria s..rr. sa-n.soa aeiy- Ayr I I Ile Page 4of4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY I PAID PermitTRAK $3,397.88 D14-0210 Address: 17686 SOUTHCENTER PKWY Apn: 352304900E $3,397.88 DEVELOPMENT $3,298.07 PERMIT FEE R000.322.100.00.00 0.00 $1,996.10 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,297.47 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $99.81 TECHNOLOGY FEE R000.322.900.04.00 0.00 $99.81 TOTAL FEES PAID BY RECEIPT: R2548 $3,397.88 Date Paid: Tuesday, July 08, 2014 Paid By: RYAN M LOW Pay Method: CREDIT CARD 61531P Printed: Tuesday, July 08, 2014 2:31 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit 0 PERMIT NO.ost.... CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proj [3t1k1 t3iNbL1 type inspection: I- rA L- Address• i Date Called: Special Instructions: Date ted: _ py a:m Requester: Phone No: ElApproved per applicable codes. QCorrections required prior to approval. COMMENTS: 1\0",w,-Aw°•141 krkiy zLt \r ctor: Dan EINSPECTION FEE REQUIRED. rior to next inspection, fee must be id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD �__ Retain a copy with permit IN PERMIT NO. CITY OFF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Prot: � 5 T of ins ction: ' Add '-�- re -3 ILJ Kily f--/-4 A ,716 ----- tPRequester: Date Wanted: .m. Phone No: QApproved per applicable codes. aCorrections required prior to approval. COMMENTS: 1A r fife-C b A) SJrp f r f vJ At r F AT ' ' J V.; \ A b �� ": !pie //-"' Insector• xt inspection. fee must be Date: .7` -1.,,,t Q REINSPECTION FEE REQUIRED. Pf1or to paid at 6300 Southcenter Btvd., Suite 1009G1t to schedule reinspection. of approved Field Copy and con s is ad By Date: City of Tukwila BUILDING DIVISION SYMBOL LEGEND 6 0 6. 0 GG GAPPEI ROUND HOOK VENT SMALL AIR HANDLING UNIT CAPPED PIPE PENETRATION HOOK VENT ELECTRICAL CONDUIT CHASE DOWNSPOUT ROOF HATCH VENT EXHAUST VENT ON CURB SCUPPER W/ DOWNSPOUT VENT PIPE CONDUIT SATELLITE OVERFLOW ROOF DRAIN SCUPPER WOOD SLEEPER BUILT-IN SLEEPER SUPPORT PIPE GAS HOT PIF EXHAUS KEY PLAN - NOT TO SCALE FILE COPY Permit No. TAG1--0240 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt edged: CO 36.8514,sf TAPER CRICKETS AT CURBS AS REQUIRED BY MANUFACTURER NEW DIVIDER WALL 16" H6T. ABOVE ROOF DECK 1/2" PER FOOT TAPER ®CR REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: F91i013 IA require a new plan submittal a^ i may a t'nional plan re"iew f•ss. 32 J4517 sf 194'-7/8" 34.8513 ,733.24 sf — s P.n / S Fri. .4286•st NEW DIVIDER WALL I." HST. ABOVE RO♦ DECK 3'sf 0 BUILDING #I AREA "1" 21,100 50. FT. +/- MODIFIED BUR 39.6637 sf DI�-o2�0 460.9312 sf REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 4 2014 f Tukwila (VISION Remove smoke hatches and infill wood deck RECEIVED CITY OF TUKWILA JUL 0 8 2014 i PERp�i 1T CENTER l 2 f72 (' /v(x_ I SO EXISTING ROOF 5YSTEM GROSS SECTION - NOT TO SCALE - U � ( ` y(AO BUILDING #1 AREA "I" ' SURVEYS ' SPEC (804) 515-0885 Date 1/10/2014 Drawn By D.G.S. 5cole 3/32' = I'-0" Checked By J.R.T. 4GEMENT DESIGN -Y CORPORATION 1/2" Plywood 2.6" JM Energy 3 insulation .060 Mil TPO roof with heat welded seams JM Energy Fire rated insulation 2.6" 2.375" Heavy Duty seam plates REVIEWED FFOR CODE COMPLIANCE APPROVED JUL 2 4 2014 City of Tukwila BUILDING DIVISION Insulation Plates and #14 SCREWS. RECEIVED CITY OF TUKWILA JUL 0 8 2014 PERMIT CENTER KIMGO SITE SWATOo dp Z:\DW6S\KIMGO\0050 - PARKWAY SUPER CENTER\ROOF REPLACEMENT DESI6N 2014 - PARKWAY SUPER CENTER SYMSOL LEGEND 05. • cso a GG a E. AHU ROUND HOOK VENT SMALL AIR HANDLING UNIT GAPPED PIPE PENETRATION HOOK VENT ELECTRICAL CONDUIT CHASE DOWNSPOUT ROOF HATCH VENT EXHAUST VENT ON CURB SCUPPER W/ DOWNSPOUT VENT PIPE CONDUIT SATELLITE OVERFLOW ROOF DRAIN SCUPPER WOOD SLEEPER BUILT-IN SLEEPER SUPPORT PIPE GAS CONDUIT HOT PIPE GAPPED CURB EXHAUST UNIT STANDARD GARB PLUMBING VENT ROOF DRAIN SKYLIGHT ELECTRICAL CONDUIT PITCH POCKET AIR HANDLING UNIT NOTE: PENETRATIONS ARE APPROXIMATE IN SIZE AND LOCATION TO BE USED A5 REFERENCE POINTS ONLY / L TAPER CRICKETS AT CURBS AS REQUIRED BY MANUFACTURER NEW DIVIDER WALL 16" HST. ABOVE ROOF DECK E. 1/2" PER FOOT TAPER ® CRICKETS o}K 24' P.H. 24' F.N. 0 U E. E. O q. E. 0 E. G E• a 5' PN. / 5' FN. PARAPET WALL W/ METAL COPING E. / NEW DIVIDER WALL 16" HST. ABOVE ROOF DECK 0 9 BUILDING 14I AREA "I" 21:700 SG. FT. +/- MODIFIED BUR M AHU r35' PH 12' F.H. / / / /IL. / / !� w z < 5' PH. / 5' FH. 0 WED FOR CODE COMPLIANCE APPROVED JUL 2 4 2014 City of Tukwila BUILDING DIVISION BUILDING I AREA "I" - 77,100 50. FT. +/- 5/52" = I'-O" `RECEI— CITY OF TUKWILA JUL 0 8 2014 PERMIT CENTER EXISTING ROOF SYSTEM CR055 SECTION - NOT TO SCALE BUILDING #I AREA "I" GRANULAR SURFACED MODIFIED GAP SHEET 2-3 - PLY ASPHALT MILT -UP ROOF IN/ FIBERGLASS FELTS PERLITE INSULATION POLYISOGYANURATE INSULATION PLYWOOD DECK . SURVEYS ' SPECIFICATIONS " INSPECTIONS (504) 515-0555 Dote 1/10/2014 Drawn By O.G.S. Scale 3/32' = I'-0" Checked By J.R.T. 0 0 LIJ 0 7 N u- 1 ffi CZ 01 A 01 New torch down 2 ply roof system Existing BUR Detail is designed to separate 2 non compatible roof systems. New metal coping cap New insulation system New TPO roof system 2x12 dimensional lumber 2x4 dimensional lumber RECEIVED CITY OF TUKWILA JUL 1 7 2014 PERMIT CENTER RE COMPLIANCE DFR CODE APPROVED ROVED JUL 2 4 2014 BUiLp VG Tukwila DIVISION Existing wood deck CORRECTION P1'-1-OZIO Addendum One Mfg Rep: Chad Clemenson Phone: 206-639-8929 Email: chad.clemenson@jm.com Date: 05-28-14 Page: Page 1 of 2 Project Name: Parkway Super Center - buybuy Baby - Kimco Site SWAT0050 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 4 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 0 8 2014 PERMIT CENTER Building: Area: Question: Cover board was mentioned during pre -bid, but there is no cover board identified in specs. Provide desired cover board. Answer: No cover board is specified or required. Insulation assembly will require a layer of 2.6 inch ENRGY 3 FR installed as the top layer to meet UL Class A Fire Rating. For Combustible Decks - Class A: 1. A minimum 1/4 in. thick layer of "Invinsa FR" is placed directly over a combustible deck (minimum 15/32 in. plywood) and is covered with any UL Classified roofing membrane used in any UL Class A roofing assembly to achieve a Class A fire Classification. As an alternative, "ENRGY 3", any thickness, may be used below the 1/4 in. minimum thickness of "Invinsa FR". All insulation joints must be staggered a minimum of 6 in. from the deck joints and from the insulation joints directly below. The maximum incline shall be in accordance with the Classification established for the membrane/insulation(s) roofing assembly as listed in UL's Roofing Materials & Systems Directory; however the incline cannot exceed 3:12. 2. A minimum 1 in. thick layer of "ENRGY 3 FR" is placed directly over a combustible deck (minimum 15/32 in. plywood) and is covered with any UL Classified roofing membrane used 1)21 D Addendum One Mfg Rep: Chad Clemenson Phone: 206-639-8929 Email: chad.clemenson@jm.com Date: 05-28-14 Page: Page 2 of 2 Project Name: Parkway Super Center - buybuy Baby - Kimco Site SWAT0050 in any UL Class A roofing assembly to achieve a Class A fire Classification. As an alternative, "ENRGY 3", any thickness, may be used below the 1 in minimum thickness of "ENRGY 3 FR". All insulation joints must be staggered a minimum of 6 in. from the deck joints and from the insulation joints directly below. The maximum incline shall be in accordance with the Classification established for the membrane/insulation(s) roofing assembly as listed in UL's Roofing Materials & Systems Directory; however the incline cannot exceed 3:12 Building: Area: Question: Provide detail for termination of adjacent roof systems at new divider walls. Answer: Contact JM Technical for detail YAP REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 4 2014 Mechanically Fastened and Fully Adhered Details City of Tukwila BUILDING DIVISION JM SINGLE PLY CAULK ACCEPTABLE FASTENER AND PLATE MINIMUM OF (4) AROUND VENT PIPE CONTINUOUS WELD JMTPO MEMBRA NE SINSULATION I M DECK . PIPE DRAW BAND, REQUIRED JMTPO PIPE BOOT (SIX STEPSTO ACCOMODATE PIPE SIZES FROM 1 "TO 6" [25 mm to 150 mm]) JMTPO BONDING ADHESIVE (FOR ADHERED SPECIFICATIONS ONLY) INSULATION / DECK f/ # NOTES: 1. DETAILSTO BE USED IN CONJUNCTION WITH GUIDE SPECIFICATIONS CONTAINING REQUIREMENTS FOR NAILERS, INSULATION, ETC. 2. JM SINGLE PLY CAULK IS USEDTO SEALTHE MEMBRANE EDGES WHERE REINFORCING FABRIC IS CUT AND EXPOSED. EDGE SEALANT IS REQUIRED ON ALL END LAPS, T-JOINTS, AND FIELD CUT EDGES. 3. ON REROOF OR RECOVER PROJECTS, VENT PIPES MUST BE CLEANED OF LARGE DEPOSITS OF ASPHALT. JM ALUMINUMTAPE IS WRAPPED AROUNDTHE PIPE AS A SEPARATION LAYER BETWEEN REMAINING ASPHALT AND VENT PIPE BOOT. NEW ASPHALT COATED CAST IRON PIPES MUST BE WRAPPED WITH JM ALUMINUMTAPE. 4. PRE -MOLDED VENT PIPE BOOT MUST NOT BE CUTVERTICALLYTO BE INSTALLED. 5. WHEN PRE -MOLDED VENT PIPE BOOT CANNOT BE INSTALLED, USE FIELD -FABRICATED VENT PIPE FLASH- ING DETAIL. DRAWING NO. TF-50 JMTPO PIPE BOOT SCALE N.T.S. ISSUE DATE 3-06 CAD TPO-6.01 RS-8442 4-10 (Replaces 6-08) RECEIVED CITY OF TUKWILA JUL 0 8 2014 PERMIT CENTER YATI Mechanically Fastened and Fully Adhered Details 1/4"TO 1/2" (8 mm TO 16 mm) BEAD OF CAULKING IS REQUIRED BEHIND TERMINATON BAR WHEN HIGH INTERNAL PRESSURE IS ANTICIPATED ACCEPTABLE SUBSTRATE (SEE NOTES 3 & 4) JMTPO MEMBRANE ADHERED JMTERMINATION BAR FASTENED ATTRANSITION 6" (150 mm) O.C. WITH ACCEPTABLE FASTENERS 1v:" (40 mm) MINIMUM CONTINUOUS WELD JM SINGLE PLY CAULK (IF REQUIRED) JMTPO MEMBRANE DECK JMTPO BONDING ADHESIVE (FOR ADHERED SPECIFICATIONS ONLY) NOTES: 1. DETAILSTO BE USED IN CONJUNCTION WITH GUIDE SPECIFICATIONS CONTAINING REQUIREMENTS FOR NAILERS, INSULATION, SLIPSHEETS, ETC. 2. JM SINGLE PLY CAULK IS REQUIRED ON ALL CUT OR NON -ENCAPSULATED EDGES OF REINFORCED MEM- BRANE.THIS INCLUDES FACTORY CUT MEMBRANE. 3. IN NEW CONSTRUCTION ACCEPTABLE SUBSTRATES INCLUDE EXTERIOR GRADE PLYWOOD, POURED OR PRECAST CONCRETE, CEMENT BLOCK OR MASONRY WALLS. CONTACT JM ROOFING SERVICES GROUP FOR OTHER SUBSTRATES. 4. ACCORDINGTO PROJECT CONDITIONS,THE SPECIFIER AND/OR APPLICATOR MUST DETERMINETHATTHE VERTICAL SUBSTRATE/STRUCTURE IS ABLETO RESIST 200 LBS./FT. (298 KGS./METER) MINIMUM IN ALL DIRECTIONS. 5.THE SPECIFIER AND/OR APPLICATOR MUST DETERMINETHATTHE VERTICAL SUBSTRATE/FASTENER COMBI- NATION WILL PROVIDE ADEQUATE PULL OUTVALUES IN EXCESS OF 200 LBS./FT. (298 KGS./METER). DRAWING NO. TB-26A MEMBRANE FLASHING BASETIE-IN SCALE N.T.S. ISSUE DATE 3-06 CAD TPO-26A yz RS-8427 4-10 (Replaces 6-08) JAR Mechanically Fastened and Fully Adhered Details JM TPO-60 MEMBRANE JM TPO SEALING MASTIC JMTPO MEMBRANE 4" (100 mm) CONTINUOUS WELD JM TPO BONDING ADHESIVE (FOR ADHERED SPECIFICATIONS ONLY) INSULATIONTAPERED 18" (450 mm) AROUND DRAIN DRAIN PIPE STRAINER /CLAMP RING JM TPO-60 MEMBRANE JM SINGLE PLY CAULK ACCEPTABLE FASTENER AND PLATE, 12" (300 mm) O.C. ni_ _ _ _ -A ..;;V'',.//-e,;':' 'S \ L°' A.:::::/.. ,-..‘i rii.. r DRAINED JM TPO SEALING MASTIC NOTES: 1. DETAILSTO BE USED IN CONJUNCTION WITH GUIDE SPECIFICATIONS CONTAINING REQUIREMENTS FOR NAILERS, INSULATION, ETC. 2. JM SINGLE PLY CAULK IS USEDTO SEALThE MEMBRANE EDGES WHERE REINFORCING FABRIC IS CUT AND EXPOSED. EDGE SEALANT IS REQUIRED ON ALL END LAPS,T-JOINTS, AND FIELD CUT EDGES. 3. FIELD MEMBRANE SEAMS MUST NOT RUNTHROUGH DRAIN BOWL. 4. ALL MEMBRANE CUTS MUST BE ROUNDEDTO PREVENTTEARING. 5. REPLACE ANY BROKEN COMPONENTS (DRAINS, RINGS, BOLTS, ETC.) 6. SUMP AREA MUST BE PROPERLYTAPERED SOTHATTHE DRAIN FLASHING IS NOT INSTALLED UNDERTENSION. 7. INSULATION MUST BE COMPATIBLE WITH JMTPO BONDING ADHESIVE. DRAWING NO. TF-55 ROOF DRAIN SCALE N.T.S. ISSUE DATE 3-06 CAD TPO-6.05 FA yr RS-8447 4-10 (Replaces 6-08) 1117 Johns Manville Meets or exceeds the requirements of ASTM D 6878 Features and Components Thickness Over Scrim: Optimized and tested on a continual basis with a state-of-the-artthickness gauge to verify that the thickness valued by our customers is incorporated into the sheet. One of the Widest Melt Windows: Promotes better welds over a wider variety of speeds and temperatures, and leads to a softer, more flexible and workable sheet. Reinforced fabric scrim layer and top -ply thickness: Lends to durable physical properties including: • Long-term weathering, UV resistance and heat -aging properties • High breaking and tearing strength Optimized TPO formulation: delivers high-performance ozone resistance, cool roof reflectivity and overall weather resistance. JMTPO-60 MIL Thermoplastic Polyolefin Membrane Colors White Tan* *Grey and Tan lead times are subject to availability and may require an upcharge for smaller projects. Component M Membrane Single Ply System Compatibility This product may be used as a component in the following systems. Please reference product application for specific installation methods and information. FA Compatible with the selected Single Ply systems above Key: HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered MF = Mechanically Fastened FA = Fully Adhered BA = Ballasted Energy and the Environment Standard Reflectivity: Emissivity: CRRC® Initial 0.77 0.87 3 Yr. Aged 0.70 0.86 CA Title 24 Pass 0.77 0.87 ENERGY STAR® Initial 0.78 Not Tested 3 Yr. Aged 0.68 Not Tested LEED® SRI 101 Recycled Content Post -consumer: 0% Post-industrial: 5% Results shown are for he initial reflectivity and emittance for white membranes unless otherwise indicated; emissivity values for California Title 24 are tested per ASTM C 1371; LEED emissivity values are tested per ASTM E 408. Peak Advantage® Guarantee Information Product Guarantee Term JM TPO 60 5,10,15, or 20 years Codes and Approvals s$ F/. APPROVED E::r -.• APRPPROVECVEt Miami -Dada County Product Control Approved Installation/Application (1)1 Ell Fully Adhered Mechanically Hot Air Weld Fastened Refer to JM TPO application guides and detail drawings for instructions. Packaging and Dimensions Roll Widths 5' (1.52 m) 8' (2.44 m) 10' (3.05 m) Roll Lengths 100' (30.48 m) Rolf Coverage 500 ft2 (46.45 m2) 800 ft2 (74.32 m2) 1000 ft2 (92.90 m2) Rolls per Pallet 8 Pallet Weight 1384 (b (627.8 kg) 2200 Ib (997.9 kg) 2760 Ib (1251.9 kg) Pallets per Truck* 36 24 16 Producing Location Scottsboro, AL *Assumes 48' flatbed truck and does not reflect pallets of accessories or impact of mixed sizes. Refer to the Material Safety Data Sheet and product label prior to using this product. The Material Safety Data Sheet is available by calling (800) 922-5922 or on the Weu at www.jm.com/roofing. RS-8633 5-14 (Replaces 3-14) Meets or exceeds the requirements of ASTM D 6878 Tested Physical Properties Physical Properties Breaking Strength, min, Ibf (N) ASTM Test Method D 751 Standard for ASTM D 6878 (Min.) 220 (976) JM TPO MD* 411(1,828) — 60 mil XMD** 388(1,726) Elongation at Break, min % D 751 15 27 27 Tearing Strength, min, Ibf (N) D 751 45 (200) 92 (409) 178 (792) Factory Seam Strength, min, Ibf (N) D 751 66 (290) 112 (498) Thickness, min, in. D 751 +/- 10% from Nominal 0.060 (Nominal) Thickness Over Scrim, min, in. (mm) D 7635 0.015 0.027 (0.686) Water Absorption, max, % D 471 3.0 0.11 Brittleness Point, max, -40°F D 2137 No Cracks Pass Properties after Heat Aging ©240°F D 573 Pass/Fail Pass Breaking Strength, % (after aging) D 751 90 >90 >90 Elongation, % (after aging) D 751 90 >90 >90 Tearing Strength, % (after aging) D 751 60 >60 >60 Weight Change, max, % (after aging) D 751 t1.0 0.19 Linear Dimensional Change, max, % (after 6 hrs ®158°F) D 1204 ±1.0 <0.1 Accelerated Weathering, min G 151 & G 155 10,080 kj/m2.nm 0340 nm (4,000 hrs @ 0.70 W) >20,160 kj/mz (>8,000 hrs) Cracking (® 7x magnification) G 155 No Cracks Pass *MD = Machine Direction **XMD= Cross -Machine Direction Note: All data representstested values. Supplemental Testing Physical Properties Dynamic Puncture ASTM Test Method D 5635 Standard for ASTM D 6878 (Min.) N/A JM TPO — 60 mil Result Pass © 25 Joules Static Puncture D 5602 N/A Pass © 44 Ib (20 kg) Impact Resistance of Bituminous Roofing Systems D 3746 N/A Pass - minor indentations Reflectance C 1549 N/A 78% Emittance C 1371 N/A 0.87 Resistance of Synthetic Polymer Material to Fungi G 21 N/A 0 rating Puncture Resistance (FTMS 101C, Method 2031) N/A N/A 363 Ib (165 kg) Moisture Vapor Transmission E 96 N/A 0 g/m2 per 24 hours Hydrostatic Resistance, Mullen D 751 N/A 474 PSI (3268 kPa) Refer to the Material Safety Data Sheet and product label prior to using this product The Material Safety Data Sheet is available by calling (800)122-5922 or on the Web at www.jm.com/roofing. RS-8633 5-14 (Replaces 3-14) Johns Manville Meets the requirements of ASTM C 1289, Type II, Class 1, Grade 2 (20 psi) •ENRGY 3 Grade 3(25 psi) • ENRGY 3 25 PSI Features and Components Glass -Reinforced Facers: Provides rigidity and resistance to indentation and crushing, and are compatible with BUR, modified bitumen and single ply membrane systems. Closed Cell Polyisocyanurate Foam Core: Provides high R-value per inch in built-up, modified bitumen, metal roof and single ply roof systems, and utilizes an environmentally compliant blowing agent that provides high thermal insulation performance. Closed CeII Polyisocyanurate Foam Core Glass -Reinforced Facers Campoeed 1 Insulation Muld-Pty LPN Type HT System Compatibility This product maybe used as a component in the following systems Please reference product application for specific insteletion methods and information. BUR HA CA APP SBS CA HA CA SA Key: HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered file = Mechanically Fastened FA = Fully Adhered BA = Ballasted Energy and the Environment LEEDe Recycled Content Varies with thickness, see Product Data and Packaging table on back page. Produced with environmentally compliant pentane blowing agent with zero ozone depletion (conforms to the Montreal Protocol of 1987). Peak Advantage® Guarantee Information Systems For use in approved JM Peak Advantage Roofing Guarantees Codes and Approvals 00, cvs APPROVED Nforld-Dado Cooley Product Control Appsoval 1140ClityMark- P • FM® Standards 4450/4470 Approvals (refer to FM RoofNav"') • UL® Standard 790, 263 and 1256 (refer to UL Roofing Materials system directory) • Meets the requirements of CAN/ULC S704 • California Code of Regulations, Tide 24, Insulation Quality Standard License #TI-1341 • Third -party certification with the PIMA Quality Mark" for Long -Term Thermal Resistance (LTTR) values Refer to the Material Safety Data Sheet and product label prior to using this product The Material Safety Data Sheet is available by calling (800) 922-5922 or on the Web at www.jm.com/roofing. Installation/Application Hot Asphah VA t Cold AppNed Urethane Mechanically Loose laid Adhesive Fastened Refer to the application instructions guidelines for proper utilization of this product. Flute Span: Width of Rib Opening: Up to 2s/; (6.67 cm) Insulation Thickness (min): 1.0' (2.54 cm) Packaging and Dimensions Up to 33/e" (8.57 cm) 1.2" (3.05 cm) Up t0 43/e (11.11 cm) 1.3' 13.30 cm) Sizes' 4' x 4' (1.22mx1.22m) 4' x 8' (1.22 m x 2.44 m) Producing Locations Bremen, IN Cornwall, ONT Femley, NV Hazleton, PA Jacksonville, FL Stocking Locations' Grand Prairie, TX Southgate, CA Tracy, CA 1. For available thicknesses, see Product Data and Packaging table on back side of this data sheet Other sizes available by special request, some sues are not stocked and special order with minimum order quantities. Contact your JM Sales Representative for details. 2. Not all sizes, thicknesses, and products are stocked at all locations, please call Customer Service at 1-977-766-3295. Note: Technical information on this data sheet is intended to be used as a general guideline only and is subject to change without notice. Contact your JM Sales Representative for further details. RS-5137 4-14 (Replaces 2-14) Typical Physical Properties Test ASTM Values Tensile Strength D 1623 730 psf (35 kPa) (nom) Compressive Resistance 10% Consolidation C 1621 Grade 2 20 psi (138 kPa), Grade 3: 25 psi (172 kPa) Dimensional Stability Change, (length & width) D 2126 <2% (linear) Moisture Vapor Permeance E 96 <1 perm, 57.5 ng/(Pa•rm2) F _ Water Absorption C 209 <1.0% (max) Service Temperature D 1623 -100°F-250°F (-73°C-121°C) Flame Spread, (foam core) E 84 20 - 30 Smoke Developed, (foam core) E 84 55 - 250 Product Data and Packaging Thickness 1.0 25.4 Long -Term Resistance (MR) 5.7 Thermal Values'20 1.00 Recycled 13.7 / 13.5 Content' PSI / 25 PSI 26.2 / 25.6 40.1 / 39.0 Boards per Pallet 48 Square Feet 768 per Pallet 1536 Pal per T 48 ets uck' 24 1.1 27.9 6.3 1.10 13.1 / 12.9 24.1 / 23.4 37.2 / 36.2 41 656 1312 1.2 30.5 6.8 1.20 12.6/12.4 22.5/21.8 35.1/34.2 38 608 1216 1.25 31.8 7.1 1.25 12.5 / 12.3 21.9 / 21.3 34.4 / 33.6 35 560 1120 1.3 33.0 7.4 1.30 12.4 / 12.2 21.3 / 20.7 33.7 / 32.8 35 560 1120 1.4 35.6 8.0 1.41 12.2/12.1 20.8/20.2 33.1/32.3 32 512 1024 1.5 38.1 8.6 1.51 11.8/11.6 19.1/18.5 30.9/30.1 32 512 1024 1.6 40.6 9.1 1.61 11.5 / 11.3 18.1 / 17.6 29.6 / 28.9 28 448 896 1.7 43.2 9.7 1.71 11.6 / 11.2 17.4 / 16.9 28.8 / 28.1 27 432 864 1.75 44.5 10.0 1.76 11.4/11.2 17.2 / 16.7 28.6 / 27.9 27 432 864 1.8 45.7 10.3 1.81 11.2 / 11.1 17.1 / 16.6 28.4 / 27.7 25 400 800 1.9 48.3 10.8 1.91 11.0 / 10.9 16.3 / 15.8 27.4 / 26.7 24 384 768 2.0 50.8 11.4 2.01 10.9 / 10.7 15.8 / 15.3 26.7 / 26.0 24 384 768 2.1 53.3 12.0 2.11 10.6/10.5 14.9/14.4 25.5/24.9 21 336 672 2.2 55.9 12.6 2.22 10.4 / 10.3 14.1 / 13.6 24.5 / 23.9 20 320 640 2.3 58.4 13.2 2.32 10.2 / 10.1 13.3 / 12.9 23.6 / 23.0 20 320 640 2.4 61.0 13.8 2.43 10.2 / 10.1 13.2 / 12.8 23.5 / 22.9 19 304 608 2.5 63.5 14.4 2.53 10.1 / 10.0 12.9 / 12.5 23.1 / 22.6 19 304 608 2.6 66.0 15.0 2.64 10.0 / 9.9 12.6 / 12.2 22.6 / 22.1 18 288 576 2.7 68.6 15.6 2.74 9.9 / 9.8 12.2 / 11.8 22.1 / 21.6 17 272 544 2.8 71.1 16.2 2.85 9.8/9.7 11.9/11.5 21.7/21.6 16 256 512 2.9 73.7 16.8 2.96 9.8/9.7 11.6/11.2 21.3/20.9 16 256 512 3.0 76.2 17.4 3.06 9.7/9.7 11.3/11.0 21.1/20.6 16 256 512 3.1 78.7 18.0 3.17 9.7/9.6 11.0/10.6 20.6/20.2 14 224 448 3.2 81.3 18.6 3.28 9.6/9.5 10.7/10.4 20.3/19.9 14 224 448 3.25 82.6 18.9 3.33 9.6 / 9.5 10.6 / 10.3 20.2 / 19.8 14 224 448 3.3 83.8 19.2 3.39 9.5 / 9.5 10.5 / 10.2 20.0 / 19.6 14 224 448 3.4 86.4 19.9 3.50 9.4/9.3 10.1/9.8 19.5/19.1 13 208 416 3.5 88.9 20.5 3.61 9.4/9.3 10.0/9.7 19.3/18.9 13 208 416 3.6 91.4 21.1 3.72 9.3/9.2 9.7/9.4 19.0/18.6 12 192 384 3.7 94.0 21.7 3.82 9.2/9.2 9.5/9.2 18.7/18.3 12 192 384 3.75 95.3 22.0 3.88 9.2 / 9.2 9.4 / 9.0 18.6 / 18.2 12 192 384 3.8 96.5 22.3 3.94 9.2 / 9.2 9.2 / 9.0 18.5 / 18.1 12 192 384 3.9 99.1 23.0 4.05 9.2 / 9.1 9.0 / 8.7 18.1 / 17.8 12 192 384 4.0 101.6 23.6 4.16 9.1/9.0 8.7/8.4 17.8/17.4 12 192 384 4.1 104.0 24.2 4.26 9.0 / 8.9 8.7 / 8.4 17.5 / 17.2 11 176 352 4.2 107.0 24.8 4.36 8.9 / 8.8 8.6 / 8.3 17.3 / 17.0 11 176 352 4.3 109.0 25.4 4.47 8.8 / 8.7 8.5 / 8.2 17.1 / 16.7 11 176 352 4.4 112.0 26.0 4.57 8.7/8.7 8.3/8.0 16.8/16.5 10 160 320 4.5 114.0 26.6 4.68 8.7/8.6 8.2/7.9 16.6/16.3 10 160 320 1. The Long -Term Thermal Resistance (LTTR) values were determined in accordance with CAN/ULC S770 at 75°F (24°C). The ultimate R-Value of these products will depend on individual installation circumstances. 2. Value represents average results (Grade 2/Grade 3). 3. Assumes 48' flatbed truck. Refer to the Material Safety Data Sheet and product label prior to using this product The Material Safety Data Sheet is available by calling (800) 922-5922 or on the Web at www.jm.com/roofing. RS-5137 4-14 (Replaces 2-14) PERMIT u►© COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0210 DATE: 07/17/2014 PROJECT NAME: BUY BUY BABY REROOF SITE ADDRESS: 17686 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter # 01111100111 before Permit Issued Revision # after Permit Issued DEPARTMENTS: AvoC, Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 07/22/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 08/19/14 Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Perrtr~lt Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 Date: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http:llwww.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 1/41 Plan Check/Permit Number: P ` l '02-1 0 ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: Summary of Revisio 6/1 Pit Phone Number: 2—�?7 1 !.t 9V1 CIT OF TZVfD �W JUL 1 ? 2014 Q CITY OF r C JUL 1 I :74 �rY ERMIr C r Ft 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 TRAKiT on PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0210 DATE: 07/ .9/2014 PROJECT NAME: BUY BUY BABY SITE ADDRESS: 17686 SOUTHCENTER PY X Original Plan Submittal .__ Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: D1ijBuilding Division Public Works ' V A1'r 74L—I ire Prevention Structural Planning Division Permit Coordinator ❑ PRELIIVIINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 07/10/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 08/07/14 Notation: REVIEWER'S INITIALS: DATE: Permit Cotter Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg - Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development July 17, 2014 RYAN LOW 1220 37TH ST NW SUITE A106 AUBURN, WA 98001 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D14-0210 BUY BUY BABY - 17686 SOUTHCENTER PKWY Jim Haggerton, Mayor Jack Pace, Director Dear RYAN LOW, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. The plan for the re -roof indicates a new 16 inch high wall constructed above the roof deck. However there are no details for this wall on the previous construction TI permit D14-0191 or any other permit. The scope of work for this permit also does not include that wall. Please indicate if this is intended to be part of this permit or provide details for that wall on a separate permit. In any case an engineered design with details shall be required. Details shall specify tying in the adjacent tenant roofs covering with details for flashing. 2. For clarification, specify the intent of the 16 inch wall. If this is intended to be a parapet for separation it would not meet the current building codes IBC 705.11.1 & 706.6. Please provide clarification. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, 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. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, 1),(1-() 'AA Bill Rambo Permit Technician File No. D14-0210 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 COBRA BEC INC Page 1 of 5 CiWashington State Department of Labor & Industries COBRA BEC INC Owner or tradesperson DIX, PETER MICHAEL Principals DIX, PETER MICHAEL, PRESIDENT WEIRICH, JOHN, VICE PRESIDENT COLLINS, DANNY C, SECRETARY NUSS, AARON W, TREASURER Doing business as COBRA BEC INC %II/A I If11 •I_ PO BOX 19068 SPOKANE, WA 99219 509-455-4043 SPOKANE County License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. COBRABI906J6 Effective — expiration 04/26/2010— 05/14/2015 Bond LIBERTY MUTUAL INS CO Bond account no. 23010749 Received by L&I 04/26/2010 Insurance Valley Forge Ins Co Policy no. 4027173675 Received by L&I 08/26/2013 $12,000.00 Effective date 04/09/2010 Expiration date Until Canceled $1,000,000.00 Effective date 08/31/2013 Expiration date 08/31/2014 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600495094&LIC=COBRABI906J6&SAW= 07/24/2014