Loading...
HomeMy WebLinkAbout6910 204TH ST NE_BLD1270_2026 _r RE-ROOF PERMIT APPLICATION c & 4i C7- Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone(360)403-3551 Type of permit: (check one) ( ) Residential Commercial Valuation:4 11ril,I 3 °� Project Address (111) 1 111W-A-th SAvR-R-A Parcel ID 4- Owner: Address: loq 1f1 S't vQQt N G City: State: QA Zip Code: 4 9)I'lS Phone Number: Email: Applicant: SkQ—�,QS4 ROA�`��_�M no.V%u,- Address: 101"110 1 0:5, AJ�Q^at�a tulc City:\A)0 od lY\y AQ State: \A)A— Zip Code:'Q110'l IL Phone Number: 'J IS LA(kI- lo(aL, n Email ��- Contractor: Address: 1R!110 194 �u Ue^t'".° ,tJ i= City: N''/ca LAIA'UQ State Zip Code: (120�11 Phone Number: Email Contractor's License Number:S'4' Y 11-3'15S L Expiration: Type of Roofing Material:S ,. JA 60 ti,a DVC s4wlK0_in Number of Existing Layers: Class of Roofing: A ❑ B O C ❑ Replacing existing sheathing: Yes ❑ No Roof tear off: ❑ Application over existing material: The following is required for NON-Residential Buildings: • Existing roof structure and material: rTJ A ,k ,,.1ca,�l�c> /i+np4� ( o,d Qoun�S Q • Two copies of the installation specifications and U.L. listed roof assembly. • Occupancy of Building: Sk Retail Church Restaurant School hereby certify the above information is correct and that the construction on, and the occupancy and the use of the above described property will be accordance with the laws, rules and regulations of the State of Washington. The applicant will be responsible for providing a method of safely accessing roof for inspection. A final inspection and approval shall be obtained when the re-roofing is complete. Applicants Signatur Date Print Applicants Name FOR STAFF USE ONLY �r-r n n nn�n 12,-7 0 Permit# Accepted By Amount Received Receipt# Date Received CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:6910 204th Street NE Permit#: 1270 Parcel#:31051400200400 Valuation: 117353.00 OWNER APPLICANT CONTRACTOR Name:JNA PROPERTIES LLC Name:Stanley Roofing Company Name:Stanley Roofing Company Address:27615 15TH AVE NE Address:19710 144th Ave NE Address: 19710 144th Ave NE City,State Zip:ARLINGTON,WA 98223-7308 City,State Zip:Woodinville,WA 98072 City,State Zip:Woodinville,WA 98072 Phone: Phone:425-483-6666 Phone:425-483-6666 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Re-Roof CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form c ed ity of Arlington#3101. Signature Print Nam Date Released By Dut CONDITIONS Approved as submitted. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION, PERMIT FEES Date Description Fee Amount 1/9/2017 Building Permit Fee $1,516.28 1/9/2017 Building Plan Review Fee $985.58 1/9/2017 State Building Code Surcharge Fee $4.50 Total Due: $2,506.36 Total Payment: $0.00 Balance Due: $2,506.36 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon TGFU.R8992- Roofing Systems Page 1 of 49 U` ONLINE CERTIFICATIONS DIRECTORY TGFU.R8992 Roofing Systems Paae Bottom Roofing Systems See General Information for Roofing Systems SIKA SARNAFIL INC R8992 CANTON COMMERCE CENTER 100 DAN RD CANTON, MA 02021-2842 USA References to"Sikacoat" include"Sikacoat FC3500%"Sikacoat BC400", "Sikacoat FC3400% "Sikacoat BC420". Reference to"Sarnatherm m" include"Tapered Sarnatherm m"or"Sarnatherm m 25 psi" "Sarnatherm m Cover Board" may be placed over the"Sarnatherm m" in any of the following classifications Reference to"Sarnatherm r"include"Sarnatherm r Tapered". Reference to"Sarnatherm r Ultra" include"Sarnatherm r Ultra Tapered". "Sarnatherm-A Roof Board" may be used over any"Sarnatherm" polyisocyanu rate insulation product in any of the following Classifications. Y "Textured G410-12", "Textured G410-14","Textured G410-14/Felt", 'Textured G410-15",'Textured G410-18"and "Textured G410- 20"are acceptable alternates to"G410-12", "G410-14", "G410-14/Felt",G410-15","G410-18"and "G410-20" respectively. A minimum 1 in.thick layer of SIKA SARNAFIL INC"SamathermM CG, "SarnathermM 25 PSI CG% "SarnathermM AGF", "SarnathermM 25 PSI AGF"or Johns Manville"ENRGY 3"in any existing non-combustible deck Classification.This can be above or below additional insulation layers described in the Certified roofing system.The resulting roofing assembly can be used over a combustible roof deck(minimum 15/32 in. plywood).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 Certification established for the original roof system as listed in UL's Roofing Materials&Systems Directory; however the incline cannot exceed 3:12. "RetroPlus"is an acceptable alternate to SIKA SARNAFIL INC"SarnathermM CG", "SarnathermM 25 PSI CG", "SarnathermM AGF", "SarnathermM 25 PSI AGF"or Johns Manville"ENRGY 3"in any applicable Classification. "RetroPlus"may be placed over SIKA SARNAFIL INC"SarnathermM CG", "SarnathermM 25 PSI CG", "SarnathermM AGF", "SarnathermM 25 PSI AGF"or Johns Manville "ENRGY 3" in any applicable Classification. Any of the following insulations may be used in lieu of"ENRGY 3"in any applicable Classification: "SarnathermM AGF","ENRGY 3 AGF", "SarnathermM 25 PSI AGF", "ENRGY 3 25 psi AGF", "SarnathermM CG", "ENRGY 3 CGF","SarnathermM 25 PSI CG", "ENRGY 3 25 psi CGF". "InvinsaFoam" or"Tapered InvinsaFoam" may be used in lieu of the combination of"Invinsa"and SIKA SARNAFIL INC "SarnathermM CG", "SarnathermM 25 PSI CG", "SarnathermM AGF","SarnathermM 25 PSI AGF"or Johns Manville"ENRGY 3"in any Classified system where"Invinsa"is directly over SIKA SARNAFIL INC"SarnathermM CG%"SarnathermM 25 PSI CG","SarnathermM AGF", "SarnathermM 25 PSI AGF"or Johns Manville"ENRGY 3". "ENRGY 3 FR" is a suitable alternate to SIKA SARNAFIL INC"SarnathermM CG","SarnathermM 25 PSI CG% "SarnathermM AGF", "SarnathermM 25 PSI AGF"or Johns Manville"ENRGY 3"in any applicable Classification. "Invinsa FR" is a suitable alternate to "Invinsa" in any applicable Classification. "Invinsa" may be used over SIKA SARNAFIL INC"SarnathermM CG","SarnathermM 25 PSI CG","SarnathermM AGF","SarnathermM 25 PSI AGF"or Johns Manville"ENRGY 3",or as an acceptable alternate to SIKA SARNAFIL INC"SarnathermM CG", "SarnathermM http://database.ul.com/cgi-bin/XYV/temp late/LISEXT/1 FRAME/showpage.html?name=TG... 9/2/2015 -TGFU.R8992 -Roofing Systems Page 32 of 49 Insulation(Optional): —The Dow Chemical Co. "HY-THERM AP"or"Sarnatherm"or"Sarnatherm a"or Hunter Panel"H-Shield"or Atlas Roofing Corp."ACFoam II,"any thickness. Membrane:—"S327-15 EEL H RAL 8029" (PVC)60 mil (1.5 mm), mechanically fastened. 44. Deck. NC Incline: 2 Barrier Board (Optional): —Minimum'/4-in.thick"DensDeck@ Roofboard"or"DensDeck Prime@ Roofboard"or"DensDeck DuraGuard'" Roofboard," mechanically fastened with all butt joints staggered a min of 6 in. from the plywood deck joints. Membrane:—"TS 77-12E" (TPO)45 mil (1.2 mm)or"TS 77-20E" (TPO)80 mil (2.0 mm), mechanically fastened. 45. Deck: NC Incline: 3/4 Insulation:— Hunter Panels"H-Shield", "H-Shield-WF" ,any thickness. Membrane:—"Sarnafil TPO" ,45 or 60 mil. 46. Deck:C-15/32 Incline: Unlimited Insulation(Optional):—"Sarnatherm m",Atlas Roofing "ACFoam II",Apache Products"Apache White Line",or"Apache Pyrox", Hunter Panels"H-Shield", "H-Shield-WF"or Johns Manville"ENRGY 3"or "Barrier Board Plus", RhoFlex"Isocyanurate GL,GW or HF", Rmax Inc. "Multi-Max-3",any thickness. Barrier Board:— 1/2 in. min gypsum board with staggered joints(6 in.offset). Membrane: —"Sarnafil TPO",45 or 60 mil. 47. Deck: NC Incline: 1/2 Insulation:—"Sarnatherm m"or Johns Manville,"ENRGY 3",any thickness. Membrane:—"Sarnafil TPO", 45 or 60 mil. 48. Deck:C-15/32 Incline: 1/2 Insulation(Optional): —Any UL Classified Polyisocyanu rate or UL Classified Polystyrene, any thickness loose laid, mechanically fastened or adhered with UL Classified insulation adhesive. Barrier Board: —G P Gypsum Corp."DensDeck DuraGuardTfO Roofboard,"or"DensDeck@ Roofboard"or"DensDeck Prime@ Roofboard,"minimum 1/4-in.thick,mechanically fastened, loose laid or adhered with UL Classified insulation adhesive with butt joints in barrier board off-set a minimum of 6-in. from plywood decks butt joints. Separator Mat(Optional):—One ply polypropylene mat(not UL Classified), 18 oz/yd2 maximum, mechanically fastened or loose laid. Grounding Screen(Optional) —Aluminum 18 x 16 screen mesh(not ULClassified). Membrane:—"G476-15" (PVC)60 mil or"G476-18" (PVC)72 mil or"G476-20" (PVC)80 mil, mechanically fastened. 49. Deck: NC Incline: 1/2 Separator Mat(Optional):—One ply polypropylene mat(not UL Classified), 18 oz/yd2 maximum, mechanically fastened or loose laid. Membrane:—"G476-15" (PVC)60 mil or"G476-18" (PVC)72 mil or"G476-20" (PVC)80 mil, mechanically fastened. 50. Deck:C-15/32 Incline: See note Insulation:—Rmax Operating LLC"Ultra-Max FR", 2 in. minimum.All insulation joints must be staggered a minimum of 6 inches from the deck joints. Membrane: —Any UL Classified membrane that currently has a Class A noncombustible rating with "Saranatherm r","Sarnatherm r Ultra" Rmax Operating LLC"Multi-Max FA-3"or"Ultra-Max". Note:The maximum incline shall be in accordance with the Classification established for the membrane/insulation roofing assembly, however the incline shall not exceed 1-1/2:12. Class B-Mechanically Fastened 1. Deck: NC Incline: 1-1/2 Insulation:— Rmax"Ply-I",any thickness. Membrane: —"S327","S327-14", "S327-15","S327-18", "S327-20"or"S327-24" (PVC), mechanically fastened with metal bars and screws. 2. Deleted. 3. Deck: C 1-1/2 TG Incline: 1/2 Barrier Board: —5/8 in. min gypsum board, mechanically fastened with insulation fasteners. Membrane: —"G410", "G410-14", "G410-15", "G410-18", "G410-20", "G410-24", "S327", "S327- 14", "S327-15", "S327-18", "S327-20" or"S327-24" (PVC). 4. Deck: C 3/4 Sheathing boards Incline: 1/2 Barrier Board: —5/8 in. min gypsum board, mechanically fastened with insulation fasteners (gypsum board joints are paper tape embedded in cementitious compound). Membrane: —"G410", "G410-14", "G410-15", "G410-18", "G410-20", "G410-24", "S327", "S327- 14", "S327-15","5327-18", "S327-20" or"S327-24" (PVC). 5. Deleted. 6. Deck: C 1-1/2 TG Incline: No Limitation Insulation: —One of the following or combinations(1-inch min thickness): http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.httnl?name=TG... 9/2/2015 Sika Corporation-Roofing Specification RhinoBond System Metal Retrofit SECTION 07 5419 THERMOPLASTIC MEMBRANE ROOFING SARNAFIL S327 RHINOBOND SYSTEM METAL RETROFIT PART 1 -GENERAL CONDITIONS 1.01 DESCRIPTION A. Scope To install a complete Sika Corporation RhinoBond attached metal retrofit roofing system including membrane, flashings and other components. B. Related Work The work includes but is not limited to the installation of: 1. Substrate Preparation 2. Wood Blocking 3. Insulation 4. Roof Membrane 5. Fasteners 6. Adhesive for Flashings 7. Roof Membrane Flashings 8. Metal Flashings 9. Sealants 1.02 CODE REQUIREMENTS The Applicator shall submit evidence that the proposed roof system meets the requirements of the local building code and has been tested and approved or listed by the following test organizations. These requirements are minimum standards and no roofing work shall commence without written documentation of the system's compliance, as required in the"Submittals"section of this specification. A System shall be designed to meet a minimum wind design requirements of the most recent version of ASCE 7. B Factory Mutual Research Corporation (FM) - Norwood, MA 1. Class 1-90 (for high wind exposure) C. Underwriters Laboratories, Inc. -Northbrook, IL 1. Class B assembly 1.03 WARRANTIES A. Sika Corporation Warranty Upon successful completion of the work to Sika Corporation's satisfaction and receipt of final payment, the Sika Corporation Warranty shall be issued. 1. System Warranty B. Owner Responsibility Owner shall notify both Sika Corporation and the Applicator of any leaks as they occur during the time period when both warranties are in effect. Sika Corporation - Roofing Specification RhinoBond System Metal Retrofit 1.04 WARRANTY DURATIONS A. Sika Corporation's warranty shall be in effect for a 15 year duration. PART 2-PRODUCTS 2.01 GENERAL A. Components of the roof system are to be products of Sika Corporation as indicated on the Detail Drawings and specified in the Contract Documents. A. Components to be used that are other than those supplied or manufactured by Sika Corporation may be submitted for review and acceptance by Sika Corporation. Sika Corporation's acceptance of any other product is only for a determination of compatibility with Sika Corporation products and not for inclusion in the Sika Corporation warranty. The specifications, installation instructions, limitations, and restrictions of the respective manufacturers must be reviewed by the Owner's Representative for acceptability for the intended use with Sika Corporation products. B Special consideration should be given to construction related moisture. An example is the significant amount of moisture generated when concrete floor slabs are poured after the roof has been installed. Sika Corporation is not responsible for damage to the insulation when exposed to construction related moisture. C. Consult respective product data sheets for additional information. 2.02 MEMBRANE A. Membrane shall conform to 1. ASTM D4434 (latest version), "Standard for Polyvinyl Chloride Sheet Roofing". Classification: Type III. 2. NSF/ANSI Standard 347, "Sustainability Assessment for Single Ply Roofing Membranes". Certification Level: Platinum. 3. The manufacture to guarantee that the membrane thickness meets or exceeds [the specified thickness]when tested according to ASTM D751 B. Sarnafil S327 thermoplastic membrane with polyester reinforcement and lacquer coating. C. Thickness 1. Sarnafil S327-15, 60 mil (1.5 mm) D. Color of Membrane 1. Reflective Gray 2.03 FLASHING MATERIALS A. Wall/Curb Flashing 1. Sarnafil G410 Membrane A fiberglass reinforced membrane adhered to approved substrates using Sarnacol adhesive. 2. Sarnaclad A PVC-coated, heat-weldable sheet metal capable of being formed into a variety of shapes and profiles. Sarnaclad is a 24 gauge, G90 galvanized metal sheet with a 20 mil (0.5 mm) unsupported Sarnafil membrane laminated on one side. Sika Corporation - Roofing Specification RhinoBond SVstem Metal Retrofit A PVC-coated, heat-weldable sheet metal capable of being formed into a variety of shapes and profiles. Sarnaclad is a 24 gauge, G90 galvanized metal sheet with a 20 mil (0.5 mm) unsupported Sarnafil membrane laminated on one side. 3. Non-Typical Edge Project-specific perimeter edge detail reviewed and accepted for one-time use by Sika Corporation's Technical Department. Consult Regional Technical Manager prior to job start for review and consideration for acceptance. B. Miscellaneous Flashing 1. Detail Membrane A 60 mil (1.5 mm)fiberglass reinforced membrane, more pliable than Sarnafil G410 membrane, good use for flashing pipes, corners, and unusual shaped penetrations. 2. Sarnacorners- Inside A 60 mil (1.5 mm)thick prefabricated inside corner injection molded. 3. Sarnacorners-Outside A 60 mil (1.5 mm)thick prefabricated outside corner injection molded. 4. Sarnastack Universal, A, B, or C A 60 mil (1.5 mm)thick prefabricated stack/pipe boot injection molded. 5. Open Post Flashing A 48 mil (1.2 mm) thick prefabricated flashing using weld technology convenient to flash obstructed rooftop conduits and pipes. Open post flashings are fabricated with an open seam and are available in different sizes. 2.04 INSULATION A. Sarnatherm A 20 psi rigid polyisocyan u rate insulation board with a glass fiber reinforced cellulosic felt facer. B. Sarnatherm EPS A closed-cell expanded polystyrene foam insulation board. 2.05 ATTACHMENT COMPONENTS A. Insulation 1. Sarnafastener#12 A#12 corrosion-resistant fastener used with Sarnaplates to attach insulation boards to steel. 2. Sarnaplate A specially-designed stress plate used with Sarnafasteners to attach an insulation directly to approved roof decks. B. Membrane Sika Corporation- Roofing Specification RhinoBond System Metal Retrofit 1. Sarnadisc RhinoBond A high strength plate with a polymer coating used with Sarnafasteners to attach insulation boards to the roof deck and as a substrate to induction weld S327 membrane. 2. Fastener RetroDriller A specially designed fastener used to attach directly to structural steel purlins (up to 3/16"). Made from carbon steel treated with a corrosion resistant coating to meet Factory Mutual 4470 criteria for corrosion resistance. 2.06 MISCELLANEOUS ACCESSORIES A. Aluminum Tape A 2 inch (50 mm) wide pressure-sensitive aluminum tape used as a separation layer between small areas of asphalt contamination and the membrane and as a bond-breaker under the coverstrip at Sarnaclad joints. 2.07 SEALANTS AND PITCH POCKET FILLERS A. Sikaflex-1a (for termination details and pitch pocket toppings). 2.08 MISCELLANEOUS FASTENERS AND ANCHORS All fasteners, anchors, nails, straps, bars, etc. shall be post-galvanized steel, aluminum or stainless steel. Mixing metal types and methods of contact shall be assembled in such a manner as to avoid galvanic corrosion. Fasteners for attachment of metal to masonry shall be expansion type fasteners with stainless steel pins. All concrete fasteners and anchors shall have a minimum embedment of 1-1/4 inch (32 mm) and shall be approved for such use by the fastener manufacturer. All miscellaneous wood fasteners and anchors used for flashings shall have a minimum embedment of 1 inch (25 mm) and shall be approved for such use by the fastener manufacturer. PART 3-EXECUTION 3.01 PRE-CONSTRUCTION CONFERENCE A. The Applicator, Owner's Representative/Designer and Manufacturer(s) shall attend a pre-construction conference. B. The meeting shall discuss all aspects of the project including but not limited to: 1. Safety 2. Set up 3. Construction schedule 4. Contract conditions 5. Coordination of the work 3.02 SUBSTRATE CONDITION A. Applicator shall be responsible for acceptance or provision of proper substrate to receive new roofing materials. B. Applicator shall verify that the work done under related sections meets the following conditions: 1. Roof drains, gutters and scuppers have been reconditioned or replaced and installed properly. 2. Roof curbs, nailers, equipment supports, vents and other roof penetrations are properly secured and prepared to receive new roofing materials. 3. All surfaces are smooth and free of dirt, debris and incompatible materials. Sika Corporation-Roofin_g Specification RhinoBond System Metal Retrofit 4. All roof surfaces shall be free of water, ice and snow. 3.03 SUBSTRATE INSPECTION A. A dry, clean and smooth substrate shall be prepared to receive the Sika Corporation Sarnafast mechanically-attached roof system. B. The Applicator shall inspect the substrate for defects such as excessive surface roughness, contamination, structural inadequacy, or any other condition that will adversely affect the quality of work. C. The substrate shall be clean, smooth, dry, free of flaws, sharp edges, loose and foreign material, oil and grease. Roofing shall not start until all defects have been corrected. D. All roof surfaces shall be free of water, ice and snow. 3.04 INSULATION /ROOF BOARD INSTALLATION General Criteria: A. Mechanical Attachment 1. RhinoBond -Attachment to Purlins General Fasten the insulation so the RhinoBond disc and Fastener RetroDriller will be centered over the structural purlin at a density according to Sika Corporation's and the wind design requirements. Fasteners must tight enough that the Sarnadisc does not turn, but not so tight as to deform the Sarnadisc. 2. Perimeter and Corner Areas The perimeter and corner area will be determined by building height and width and other conditions according to ASCE 7 guidelines, Sika Corporation Technical or FM LPDS 1-29 if insured by Factory Mutual. To meet the perimeter and corner uplift requirements, increase the fastening density by decreasing the spacing between fasteners along each fastener row in the perimeter and corner areas. The Fastener RetroDriller spacing shall be a maximum of 60 percent of the field spacing for the perimeter and 40 percent of the field spacing for the corner, but never closer than 5 inches (127 mm). See Detail Drawings. 3.05 SARNAFIL S327 MEMBRANE INSTALLATION The surface of the insulation or substrate shall be inspected prior to installation of the Sarnafil roof membrane. The substrate shall be clean, dry, free from debris and smooth with no surface roughness or contamination. Broken, delaminated, wet or damaged insulation boards shall be removed and replaced. Sarnafil S327 membrane shall be attached with Sarnadisc RhinoBond according to Sika Corporation's and wind uplift requirements per ASCE 7 or Factory Mutual. A. RhinoBond -Attachment to Purlin 1. General a) Sarnafil S327 full width rolls shall be placed over the installed boards. Membrane overlaps shall be shingled with the flow of water where possible. Seam overlaps may be placed over Sarnadisc RhinoBond plate. Welding of the plate will not be affected. 2. Field, Perimeter and Corner Areas Over a properly prepared, installed and attached substrate surface, position the membrane sheets so the S327 membrane is installed to properly shed water. The adjacent roll is positioned to overlap the first sheet by 3 inches (75 mm). See Detail Drawings. Sika Corporation - Roofing Specification RhinoBond System Metal Retrofit 3. Securement Around Rooftop Penetrations a) Around all perimeters, at the base of walls, drains, curbs, vent pipes, or any other roof penetrations, Sarnafasteners and Sarnadisc RhinoBond, Sarnadiscs or Sarnabars shall be installed according to perimeter rate of attachment. Fasteners shall be installed according to the manufacturer's instructions. Fasteners shall be installed using the fastener manufacturer's recommended torque-sensitive fastening tools with depth locators. If Sarnadisc RhinoBond is not used, the fasteners shall clamp the Sarnafil membrane tightly to the substrate. b) Sarnafil membrane flashings shall extend 2-1/2 inches (63 mm) past the Sarnadisc. B. RhinoBond -Attachment to Metal Panel (Documented Pullout Tests Required) 1. General a) Sarnafil 10 feet (3.0 m), 5 feet (1.5 m) or 6.5 feet (2 m) full width rolls shall be placed over the installed boards. Membrane overlaps shall be shingled with the flow of water where possible. 2. Field, Perimeter and Corner Areas Over the properly prepared, installed and attached substrate surface following either the 2 by 2 foot (0.6 by 0.6 m) or 2 by 3 foot(0.6 by 0.9 m) grid pattern, S327 full-width rolls are to be installed so as to properly shed water. See Detail Drawings. 3. Securement Around Rooftop Penetrations a) Around all perimeters, at the base of walls, drains, curbs, vent pipes, or any other roof penetrations, Sarnafasteners and Sarnadisc RhinoBond, Sarnadiscs or Sarnabars shall be installed according to perimeter rate of attachment. Fasteners shall be installed according to the manufacturer's instructions. Fasteners shall be installed using the fastener manufacturer's recommended torque-sensitive fastening tools with depth locators. If Sarnadisc RhinoBond is not used, the fasteners shall clamp the Sarnafil membrane tightly to the substrate. b) Sarnafil membrane flashings shall extend 2-1/2 inches (63 mm) past Sarnadisc and be hot-air welded to Sarnafil deck membrane. 3.01 RHINOBOND INDUCTION WELDING A. General 1. Welding equipment shall be provided by or approved by Sika Corporation. All mechanics intending to use the equipment shall have successfully completed a training course provided by a Sika Corporation Technical Service Representative prior to welding. 2. All membrane to be welded shall be clean and dry B. Induction Welding 1. Activate the weld between membrane and plate using approved portable induction device. The induction coil must be positioned over the center of the Sarnadisc RhinoBond, +/- 1 inch (25 mm) Portable induction device must elevate the temperature of the Sarnadisc RhinoBond from ambient to 400 — 500 degree F (204 — 260 degree C). Cycle time will be affected by available power, use a heavy gauge power cord, at a minimum 12 gauge by 100 feet. 2. When the induction welding cycle is complete, immediately place a Cool &Clamp magnetic weight on the welded assembly. This device must be left in place for at least 60 seconds. C. Quality Control of Induction Welding Sika Corporation - Roofing Specification RhinoBond System Metal Retrofit 1. The Applicator shall check all induction welds each day. Check welds by using an ordinary plunger centered over the welded plate and pull straight up. Correct welds shall have no separation between the plate and membrane. 3.02 HOT-AIR WELDING OF SEAM OVERLAPS A. General 1. All seams shall be hot-air welded. All membrane to be welded shall be clean and dry. 1. All mechanics intending to use hot-air welding equipment shall have successfully completed a training course provided by a Sika Corporation Technical Service Representative prior to welding. 2. Hot-air welding equipment shall be allowed to warm up for at least one minute prior to welding. 3. Seam overlaps should be 3 inches (76 mm)wide when automatic machine-welding and 4 inches (100 mm)wide when hand-welding, except for certain details. B. Hand-Welding 1. The back edge of the seam shall be welded with a narrow but continuous weld to prevent loss of hot air during the final welding. 2. The nozzle shall be inserted into the seam at a 45 degree angle to the edge of the membrane. Once the proper welding temperature has been reached and the membrane begins to"flow", the hand roller is positioned perpendicular to the nozzle and rolled lightly. For straight seams, the 1-1/2 inch (40 mm)wide nozzle is recommended for use. For corners and compound connections, the 3/4 inch (20 mm)wide nozzle shall be used. C. Machine Welding 1. Machine welded seams are achieved by the use of approved automatic welding equipment. When using this equipment, all instructions shall be followed and local codes for electric supply, grounding and over current protection observed. Dedicated circuit house power or a dedicated portable generator is recommended. No other equipment shall be operated simultaneously off the generator 2. Metal tracks may be used over the deck membrane and under the machine welder to minimize or eliminate wrinkles. D. Quality Control of Welded Seams 1. The Applicator shall check all welded seams for continuity using a rounded screwdriver. Visible evidence that welding is proceeding correctly is smoke during the welding operation, shiny membrane surfaces, and an uninterrupted flow of dark gray material from the underside of the top membrane. On-site evaluation of welded seams shall be made daily by the Applicator at locations as directed by the Owner's Representative or Sika Corporation's representative. One inch (25 mm) wide cross- section samples of welded seams shall be taken at least three times a day. Correct welds display failure from shearing of the membrane prior to separation of the weld. Each test cut shall be patched by the Applicator at no extra cost to the Owner. 3.03 MEMBRANE FLASHING INSTALLATION All flashings shall be installed concurrently with the roof membrane as the job progresses. No temporary flashings shall be allowed without the prior written approval of the Owner's Representative and Sika Corporation. Approval shall only be for specific locations on specific dates. If any water is allowed to enter under the newly completed roofing, the affected area shall be removed and replaced at the Applicator's expense. Flashing shall be adhered to compatible, dry, smooth, and solvent-resistant surfaces. Use caution to ensure adhesive fumes are not drawn into the building. A. Sarnacol Adhesive for Membrane Flashings 1. Over the properly installed and prepared flashing substrate, Sarnacol adhesive shall be applied according to instructions found on the Product Data Sheet. The Sarnacol adhesive shall be applied in smooth, even coats with no gaps, globs or similar inconsistencies. Only an area which can be completely covered in the same day's operations shall be flashed. The bonded sheet shall be pressed firmly in place with a hand roller. 2. No adhesive shall be applied in seam areas that are to be welded. All panels of membrane shall be Sika Corporation - Roofing Specification RhinoBond System Metai Retrofit applied in the same manner, overlapping the edges of the panels as required by welding techniques. B. Install Sarnabar/Sarnacord according to the Detail Drawings with approved fasteners into the structural deck at the base of parapets, walls and curbs. Sarnabars may be required by Sika Corporation at the base of all tapered edge strips and at transitions, peaks, and valleys according to Sika Corporation's details. C. Sika Corporation's requirements and recommendations and the specifications shall be followed. All material submittals shall have been accepted by Sika Corporation prior to installation. D. All flashings should extend a minimum of 8 inches (0.2 m) above roofing level, exceptions to this might be pipe boots and/or sealant pockets, etc. If in question, submit in writing to the Owner's Representative and Sika Corporation Technical Department for signed approval. E All flashing membranes shall be consistently adhered to substrates. All interior and exterior corners and miters shall be cut and hot-air welded into place. No bitumen shall be in contact with the Sarnafil membrane. F. All flashing membranes shall be mechanically fastened along the counter-flashed top edge with Sarnastop at 6-8 inches (0.15-0.20 m)on center. G. Sarnafil flashings shall be terminated according to Sika Corporation recommended details. H All adhered flashings that exceed 30 inches (0.75 m) in height shall receive additional securement. Consult Sika Corporation Technical Department for securement methods. 3.04 TEMPORARY CUT-OFF All flashings shall be installed concurrently with the roof membrane in order to maintain a watertight condition as the work progresses. All temporary waterstops shall be constructed to provide a 100 percent watertight seal. The stagger of the insulation joints shall be made even by installing partial panels of insulation. The new membrane shall be carried into the waterstop. Waterstop shall be sealed to the deck and substrate so that water will not be allowed to travel under the new or existing roofing. The edge of the membrane shall be sealed in a continuous heavy application of sealant as described in Section 2.07. When work resumes, the contaminated membrane shall be cut out. All sealant, contaminated membrane, insulation fillers, etc. shall be removed from the work area and properly disposed of off site. None of these materials shall be used in the new work. If inclement weather occurs while a temporary waterstop is in place, the Applicator shall provide the labor necessary to monitor the situation to maintain a watertight condition. If any water is allowed to enter under the newly-completed roofing, the affected area shall be removed and replaced at the Applicator's expense. 3.05 COMPLETION Prior to demobilization from the site, the work shall be reviewed by the Owner's Representative and the Applicator. All defects noted and non-compliances with the Specifications or the recommendations of Sika Corporation shall be itemized in a punch list. These items must be corrected immediately by the Applicator to the satisfaction of the Owner's Representative and Sika Corporation prior to demobilization. All Warranties referenced in this Specification shall have been submitted and have been accepted at time of contract award. CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:6910 204th Street NE Permit#:1270 Parcel#:31051400200400 Valuation: 117353.00 OWNER APPLICANT CONTRACTOR Name:JNA PROPERTIES LLC Name:Stanley Roofing Company Name:Stanley Roofing Company Address:27615 15TH AVE NE Address:19710 144th Ave NE Address: 19710 144th Ave NE City,State Zip:ARLINGTON,WA 98223-7308 City,State Zip:Woodinville,WA 98072 City,State Zip:Woodinville,WA 98072 Phone: Phone:425-483-6666 Phone:425-483-6666 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Re-Roof CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form coded ity of Arlington#3101. Signature Print Namh Date Released By Dat CONDITIONS Approved as submitted. THIS PERMIT AUTHORIZE ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 1/9/2017 Building Permit Fee $1,516.28 1/9/2017 Building Plan Review Fee $985.58 1/9/2017 State Building Code Surcharge Fee $4.50 Total Due: $2,506.36 Total Payment: $0.00 Balance Due: $2,506.36 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon i Permit Information Date 12/30/2016 Permit Number 1270 Project Name Newell Corp. Applicant Name Stanley Roofing Company Applicant Address 19710 144th Ave NE City,State, Zip Woodinville, WA 98072 Contact Phil Thompson Phone 425-483_6666 Email philthompson@stanleyroofiing.net Permit Type COMmercial Re-Roof Site Address 6910 204th Street NE Valuation 117,383.00 Status Applied Permit Issued Permit Expires Square Feet O Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Replace metal roofing system Assigned To Kristin Foster Property Information Parcel#:31051400200400 Owner Information JNA PROPERTIES LLC JNA PROPERTIES LLC 6910 204TH ST NE 27615 15TH AVE NE ARLINGTON.WA 98223-7308 Contractors Contractor Name Primary Phone Contact I I Email Contractor Stanley Roofing 25-483 Type License License# ompan Phil Thompson 666 philthompson@stanleyroofing.ne ONTRACTOR Labor and Industries STANLR"3755T Review Date Type Description I Tar et Date 12/30/2016 Re-Roof 1 11/6/2017 Com leted Date Assi ned To Status Kevin Olander In Review Uploaded Has Date File Upload File 12/30/2016 4:38:57 PM 11270 A plication.pdf U loaded B Foster, Kristin Oster Kristin 12130/2016 4:38:57 PM 1210 Roofin Info-S ecs. df RE-ROOF �. _ PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223• Phone(360)403-3551 Type of permit: (check one) O Residential (A Commercial Valuation:4 I Project Address: Llg k� SL V e-QA �` �`^, a 4"' `" Parcel ID#: Owner: W%-WyJ1 C.nv-00T0 lOdl Address: I-A M '1k.)'F4—" &*y4pg� tJ City: R%A,fno�p 0 Stater Zip Code: Qt PaI'l`� Phone Number: Email: Applicant: ¢V Rnn_1, % C'_c,.,n`o.h u1 Address: VV'l ko t44 AJ e,�.L_tvF City:�.Jooc �av��l.p State: W� Zip Code: Phone Number: Email: 6;\*SA0. ;n vA -A w vd09,Q,na Contractor: - l-U O- Lftn QA5 A,iirIezy Address: I q't\ t�(4 = I'IUPnnu.o 1J L City: Stater Zip Code-. Ci O0 q_ Phone Number: h g-!&-W61- 6lo46Io Emailc.nq1�3. Contractor's License Number: ��I'on�Y3'l55 l Expiration: Type of Roofing Material Sn JA too^A.1 DVc 3.haPlav� Number of Existing Layers: Class of Roofing: A ❑ B I r l C ❑ Replacing existing sheathing: Yes ❑ No Roof tear off: ❑ Application over existing material: The following is required for NON-Residential Buildings: • Existing roof structure and material: • Two copies of the installation specifications and U.L. listed roof assembly. • Occupancy of Building: Ski o fft Retail Church Restaurant School I hereby certify the above information is correct and that the construction on, and the occupancy and the use of the above described property will be accordance with the laws, rules and regulations of the State of Washington. The applicant will be responsible for providing a method of safely accessing roof for inspection. A final inspection and approval shall be obtained when the re-roofing is complete. aw. Applicants Signatw Date T'V�tl �In(�M4�Scll� Print Applicants Name` FOR STAFF USE ONLY DEC 3 ® 2016 Permit# LceWAmount Received Receipt# Date Received �� i i i :a •� ` 12/30/2016 STANLEY ROOFING CO INC (Search L&I \-Y,,Index Yelp JfvL&I Safety&Health Claims & Insurance Workplace Rights Trades& Licensing Washington State Department of Labor & Industries STANLEY ROOFING CO INC Owner or tradesperson 19710 1"TH AVE NE STANLEY,CLAYTON KENT WOODINVILLE,WA 98072 Principals KING KING County STANLEY,CLAYTON KENT, PRESIDENT STANLEY, HAROLD RAYMOND,VICE PRESIDENT STANLEY, ROBERT TIMOTHY,SECRETARY STANLEY, HOWARD MARK,TREASURER STANLEY, DOROTHY A (End:01/01/1980) STANLEY,HAROLD FLOYD,CHIEF EXECUTIVE OFFICER (End:04/19/2016) WA UBI No. Business type 179 016 017 Corporation 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. STANLR*3755T Effective—expiration 08/30/1963—05/01/2018 Bond CBIC $12,000.00 Bond account no. 633908 Received by L&I Effective date 07/02/2001 10/01/2001 Expiration date Until Canceled Insurance Continental Cas Co $1,000,000.00 Policy no. 4027176334 Received by L&I Effective date 04/20/2016 05/01/2016 Expiration date 05/01/2017 Help us improve https://secure.ini.wa.govtverify/Detaii.aspx?U BI=179016017&LIC=STAN LR*3755T&SAW= 1/2 12/30/2016 STANLEY ROOFING CO INC Insurance history Savings No savings acwunls during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 190,818-00 Doing business as STANLEY ROOFING COMPANY Estimated workers reported Quarter 3 of Year 2016"31 to 50 Workers" L&I account representative T21 KATHY ULRICH(360)902-0829-Email:WITE2350ni.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 11/27/2013 Violations Inspection no. 316892"7 Location 1402 SE Everett Mall Way Everett,WA 98208 Inspection results date 06/13/2012 No violations Inspection no. 316254887 Location 17315 140th Ave No Woodinville,WA 98072 Inspection results date 10/13/2011 Violations Inspection no. 315198820 Location 400 SE Orchard Dr North Bend,WA 98045 Washington State Deal,of Labor&Industries.Use of this site is subject to the laws of the state of Washington. tHei 1p us inllprz)ve https://secure.Ini.wa.gavtverify/Detail.aspx?UBI=179016017&LIC=STANLR"3755T&SAW= 2/2 TGFU.R8992 - Roofing Systems Page 1 of 49 (�L 0NLIN"E TIFICATIONS DIRECTORY TGFU.R8992 Roofing Systems CITY OF ARLINGTON Page Bottom __.BUILDING-DEPARTMENT APPROVED Roofing Systems DATE 1,_1; 1-7 BY IF z See General Information for Roofing Systems NO CHANGES AUTHORIZED UNLESS APPFIOV8D BY THE BUILDING INSPECTOR SIKA SARNAFIL INC CANTON COMMERCE CENTER 100 DAN RD CANTON, MA 02021-2842 USA O E COPY ik i I ik at F 3500 �k B 4 ika oat FC340 Sikacoat C ?.0 References to S acoat nc ude S aco C Si acoat C 00 S c 0 Reference to"Sarnatherm m" include"Tapered Sarnatherm m" or"Sarnatherm m 25 psi" "Sarnatherm m Cover Board" may be placed over the"Sarnatherm m" in any of the following classifications Reference to"Sarnatherm r" include "Sarnatherm r Tapered". Reference to"Sarnatherm r Ultra" include"Sarnatherm r Ultra Tapered". "Sarnatherm-A Roof Board" may be used over any"Sarnatherm" polyisocyanurate insulation product in any of the following Classifications. "Textured G410-12", "Textured G410-14", "Textured G410-14/Felt", "Textured G410-15", "Textured G410-18"and"Textured G410- 20" are acceptable alternates to"G410-12", "G410-14", "G410-14/Felt",G410-15", "G410-18"and "G410-20" respectively. A minimum 1 in. thick layer of SIKA SARNAFIL INC"SarnathermM CG, "SarnathermM 25 PSI CG", "SarnathermM AGF", "SarnathermM 25 PSI AGF"or Johns Manville"ENRGY 3" in any existing non-combustible deck Classification.This can be above or below additional insulation layers described in the Certified roofing system.The resulting roofing assembly can be used over a combustible roof deck(minimum 15/32 in. plywood). 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 Certification established for the original roof system as listed in UL's Roofing Materials&Systems Directory; however the incline cannot exceed 3:12. "RetroPlus" is an acceptable alternate to SIKA SARNAFIL INC"SarnathermM CG", "SarnathermM 25 PSI CG", "SarnathermM AGF", "SarnathermM 25 PSI AGF"or Johns Manville"ENRGY 3" in any applicable Classification. "RetroPlus" may be placed over SIKA SARNAFIL INC"SarnathermM CG", "SarnathermM 25 PSI CG", "SarnathermM AGF", "SarnathermM 25 PSI AGF"or Johns Manville "ENRGY 3" in any applicable Classification. Any of the following insulations may be used in lieu of"ENRGY 3" in any applicable Classification: "SarnathermM AGF", "ENRGY 3 AGF", "SarnathermM 25 PSI AGF", "ENRGY 3 25 psi AGF", "SarnathermM CG", "ENRGY 3 CGF", "SarnathermM 25 PSI CG", "ENRGY 3 25 psi CGF". "InvinsaFoam"or"Tapered Invinsa Foam" may be used in lieu of the combination of"Invinsa" and SIKA SARNAFIL INC "SarnathermM CG", "SarnathermM 25 PSI CG", "SarnathermM AGF","SarnathermM 25 PSI AGF" or Johns Manville"ENRGY 3" in any Classified system where "Invinsa" is directly over SIKA SARNAFIL INC"SarnathermM CG", "SarnathermM 25 PSI CG", "SarnathermM AGF", "SarnathermM 25 PSI AGF"or Johns Manville"ENRGY 3". "ENRGY 3 FR" is a suitable alternate to SIKA SARNAFIL INC"SarnathermM CG", "SarnathermM 25 PSI CG", "SarnathermM AGF", "SarnathermM 25 PSI AGF"or Johns Manville"ENRGY 3" in any applicable Classification. "Invinsa FR" is a suitable alternate to "Invinsa" in any applicable Classification. "Invinsa" may be used over SIKA SARNAFIL INC"SarnathermM CG", "SarnathermM 25 PSI CG", "SarnathermM AGF", "Sarnather 25 PSI AGF"or Johns Manville"ENRGY 3",or as an acceptable alternate to SIKA SARNAFIL INC"SarnathermM CG", "Sarnatherm �e 97101&10 http://database.ul.com/cgi-bin/XYV/template/LISEXT/I FRAME/showpage.html?name=TG... 9/2/2015 AU'i'O f�ASTA riO .� 1 d J Tm3mT$IAq in Tim a. ull U.VOR99A► lwrt Yo ormol ►063.*w AdrT��?.�flYNU�UB TGFU.R8992 - Roofing Systems Page 32 of 49 Insulation (Optional): —The Dow Chemical Co. "HY-THERM AP"or"Sarnatherm"or"Sarnatherm a"or Hunter Panel"H-Shield"or Atlas Roofing Corp. "ACFoam II," any thickness. Membrane: —"S327-15 EEL H RAL 8029" (PVC) 60 mil (1.5 mm), mechanically fastened. 44. Deck: NC Incline: 2 Barrier Board (Optional): — Minimum'/4-in.thick"DensDeck@ Roofboard"or"DensDeck Prime@ Roofboard"or"DensDeck DuraGuardT" Roofboard," mechanically fastened with all butt joints staggered a min of 6 in. from the plywood deck joints. Membrane: — "TS 77-12E" (TPO)45 mil (1.2 mm)or"TS 77-20E" (TPO)80 mil (2.0 mm), mechanically fastened. 45. Deck: NC Incline: 3/4 Insulation: — Hunter Panels"H-Shield", "H-Shield-WF" , any thickness. Membrane: — "Sarnafil TPO" ,45 or 60 mil. 46. Deck: C-15/32 Incline: Unlimited Insulation(Optional): —"Sarnatherm m",Atlas Roofing "ACFoam II",Apache Products"Apache White Line", or"Apache Pyrox", Hunter Panels"H-Shield", "H-Shield-WF"or Johns Manville"ENRGY 3"or "Barrier Board Plus", RhoFlex"Isocyanurate GL,GW or HF", Rmax Inc. "Multi-Max-3",any thickness. Barrier Board: — 1/2 in. min gypsum board with staggered joints(6 in.offset). Membrane: — "Sarnafil TPO",45 or 60 mil. 47. Deck: NC Incline: 1/2 Insulation: — "Sarnatherm m"or Johns Manville, "ENRGY 3",any thickness. Membrane: —"Sarnafil TPO",45 or 60 mil. 48. Deck: C-15/32 Incline: 1/2 Insulation (Optional): —Any UL Classified Polyisocyanu rate or UL Classified Polystyrene, any thickness loose laid, mechanically fastened or adhered with UL Classified insulation adhesive. Barrier Board: —G P Gypsum Corp. "DensDeck DuraGuardT" Roofboard,"or"DensDeck@ Roofboard"or"DensDeck Prime@ Roofboard," minimum 1/4-in. thick, mechanically fastened, loose laid or adhered with UL Classified insulation adhesive with butt joints in barrier board off-set a minimum of 6-in. from plywood decks butt joints. Separator Mat(Optional): —One ply polypropylene mat(not UL Classified), 18 oz/ydz maximum, mechanically fastened or loose laid. Grounding Screen (Optional) —Aluminum 18 x 16 screen mesh (not ULClassified). Membrane: —"G476-15" (PVC)60 mil or"G476-18" (PVC) 72 mil or"G476-20" (PVC)80 mil, mechanically fastened. 49. Deck: NC Incline: 1/2 Separator Mat(Optional): —One ply polypropylene mat(not UL Classified), 18 oz/ydz maximum, mechanically fastened or loose laid. Membrane: —"G476-15" (PVC)60 mil or"G476-18" (PVC) 72 mil or"G476-20" (PVC)80 mil, mechanically fastened. 50. Deck: C-15/32 Incline: See note Insulation: — Rmax Operating LLC"Ultra-Max FR", 2 in. minimum.All insulation joints must be staggered a minimum of 6 inches from the deck joints. Membrane: —Any UL Classified membrane that currently has a Class A noncombustible rating with "Saranatherm r", "Sarnatherm r Ultra" Rmax Operating LLC"Multi-Max FA-3"or"Ultra-Max". Note:The maximum incline shall be in accordance with the Classification established for the membrane/insulation roofing assembly, however the incline shall not exceed 1-1/2:12. Class B-Mechanically Fastened 1. Deck: NC Incline: 1-1/2 Insulation: — Rmax"Ply-I", any thickness. Membrane: —"S327", "S327-14", "S327-15", "S327-18", "S327-20"or"S327-24" (PVC), mechanically fastened with metal bars and screws. 2. Deleted. 3. Deck:C 1-1/2 TG Incline: 1/2 Barrier Board: — 5/8 in. min gypsum board, mechanically fastened with insulation fasteners. Membrane: —"G410", "G410-14", "G410-15", "G410-18", "G410-20", "G410-24", "S327", "S327- 14", "S327-15", "S327-18", "S327-20"or"S327-24" (PVC). 4. Deck: C 3/4 Sheathing boards Incline: 1/2 Barrier Board: — 5/8 in. min gypsum board, mechanically fastened with insulation fasteners (gypsum board joints are paper tape embedded in cementltious compound). Membrane: — "G410", "G410-14", "G410-15", "G410-18", "G410-20", "G410-24", "S327", "S327- 14", "S327-15", "S327-18", "S327-20"or"S327-24" (PVC). 5. Deleted. 6. Deck:C 1-1/2 TG Incline: No Limitation Insulation: —One of the following or combinations(1-inch min thickness): http://database.ul.com/cgi-bin/XYV/template/LISEXT/I FRAME/showpage.html?name=TG... 9/2/2015 Sika Corporation-Roofing _'�ecification 1 7oBond System Metal Retrofit SECTION 07 5419 THERMOPLASTIC MEMBRANE ROOFING SARNAFIL S327 RHINOBOND SYSTEM METAL RETROFIT PART 1 -GENERAL CONDITIONS 1.01 DESCRIPTION A. Scope To install a complete Sika Corporation RhinoBond attached metal retrofit roofing system including membrane, flashings and other components. B. Related Work The work includes but is not limited to the installation of: 1. Substrate Preparation 2. Wood Blocking 3. Insulation 4. Roof Membrane 5. Fasteners 6. Adhesive for Flashings 7. Roof Membrane Flashings 8. Metal Flashings 9. Sealants 1.02 CODE REQUIREMENTS The Applicator shall submit evidence that the proposed roof system meets the requirements of the local building code and has been tested and approved or listed by the following test organizations. These requirements are minimum standards and no roofing work shall commence without written documentation of the system's compliance, as required in the"Submittals" section of this specification. A. System shall be designed to meet a minimum wind design re recent version of ASCE 7. CITY OF ARLINGTON B. Factory Mutual Research Corporation (FM) - Norwood, MA BUILDING DEPARTMENT 1. Class 1-90 (for high wind exposure) APPROVED DATE BY C Underwriters Laboratories, Inc. - Northbrook, IL NO CHANGES AUTHORIZED 1. Class B assembly UNLESS APPROVED BY THE BUILDING INSPECTOR 1.03 WARRANTIE1 A. Sika Corporation Warranty Upon successful completion of the work to Sika Corporation's satis �n 1°I. ' tCo'V a ent, P P PnP the Sika Corporation Warranty shall be issued. 1. System Warranty B. Owner Responsibility Owner shall notify both Sika Corporation and the Applicator of any leaks as they occur dyring the time period when both warranties are in effect. •'eceived' DEC 3 0 201r .j. �. ft.,.. .,,,,,,, Sika Corporation - Roofing Speci. etion RhinoB. I System Metal Retrofit 1.04 WARRANTY DURATIONS A. Sika Corporation's warranty shall be in effect for a 15 year duration. PART 2 -PRODUCTS 2.01 GENERAL A. Components of the roof system are to be products of Sika Corporation as indicated on the Detail Drawings and specified in the Contract Documents. A. Components to be used that are other than those supplied or manufactured by Sika Corporation may be submitted for review and acceptance by Sika Corporation. Sika Corporation's acceptance of any other product is only for a determination of compatibility with Sika Corporation products and not for inclusion in the Sika Corporation warranty. The specifications, installation instructions, limitations, and restrictions of the respective manufacturers must be reviewed by the Owner's Representative for acceptability for the intended use with Sika Corporation products. B. Special consideration should be given to construction related moisture. An example is the significant amount of moisture generated when concrete floor slabs are poured after the roof has been installed. Sika Corporation is not responsible for damage to the insulation when exposed to construction related moisture. C. Consult respective product data sheets for additional information. 2.02 MEMBRANE A. Membrane shall conform to: 1. ASTM D4434 (latest version), "Standard for Polyvinyl Chloride Sheet Roofing". Classification: Type III. 2. NSF/ANSI Standard 347, "Sustainability Assessment for Single Ply Roofing Membranes". Certification Level: Platinum. 3. The manufacture to guarantee that the membrane thickness meets or exceeds [the specified thickness]when tested according to ASTM D751 B. Sarnafil S327 thermoplastic membrane with polyester reinforcement and lacquer coating. C Thickness 1. Sarnafil S327-15, 60 mil (1.5 mm) D. Color of Membrane 1. Reflective Gray 2.03 FLASHING MATERIALS A. Wall /Curb Flashing 1. Sarnafil G410 Membrane A fiberglass reinforced membrane adhered to approved substrates using Sarnacol adhesive 2. Sarnaclad A PVC-coated, heat-weldable sheet metal capable of being formed into a variety of shapes and profiles. Sarnaclad is a 24 gauge, G90 galvanized metal sheet with a 20 mil (0.5 mm) unsupported Sarnafil membrane laminated on one side. ti Sika Corporation - Roofint, decification f ioBond System Metal Retrofit A PVC-coated, heat-weldable sheet metal capable of being formed into a variety of shapes and profiles. Sarnaclad is a 24 gauge, G90 galvanized metal sheet with a 20 mil (0.5 mm) unsupported Sarnafil membrane laminated on one side. 3. Non-Typical Edge Project-specific perimeter edge detail reviewed and accepted for one-time use by Sika Corporation's Technical Department. Consult Regional Technical Manager prior to job start for review and consideration for acceptance. B. Miscellaneous Flashing 1. Detail Membrane A 60 mil (1.5 mm)fiberglass reinforced membrane, more pliable than Sarnafil G410 membrane, good use for flashing pipes, corners, and unusual shaped penetrations. 2. Sarnacorners- Inside A 60 mil (1.5 mm)thick prefabricated inside corner injection molded. 3. Sarnacorners-Outside A 60 mil (1.5 mm) thick prefabricated outside corner injection molded. 4. Sarnastack Universal, A, B, or C A 60 mil (1.5 mm)thick prefabricated stack/pipe boot injection molded. 5. Open Post Flashing A 48 mil (1.2 mm) thick prefabricated flashing using weld technology convenient to flash obstructed rooftop conduits and pipes. Open post flashings are fabricated with an open seam and are available in different sizes. 2.04 INSULATION A. Sarnatherm A 20 psi rigid polyisocyan u rate insulation board with a glass fiber reinforced cellulosic felt facer. B Sarnatherm EPS A closed-cell expanded polystyrene foam insulation board. 2.05 ATTACHMENT COMPONENTS A. Insulation 1. Sarnafastener#12 A#12 corrosion-resistant fastener used with Sarnaplates to attach insulation boards to steel. 2. Sarnaplate A specially-designed stress plate used with Sarnafasteners to attach an insulation directly to approved roof decks. B. Membrane t � Sika Corporation - Roofing Speci. 4tion RhinoBt. 'System Metal Retrofit 1. Sarnadisc RhinoBond A high strength plate with a polymer coating used with Sarnafasteners to attach insulation boards to the roof deck and as a substrate to induction weld S327 membrane. 2. Fastener RetroDriller A specially designed fastener used to attach directly to structural steel purlins (up to 3/16"). Made from carbon steel treated with a corrosion resistant coating to meet Factory Mutual 4470 criteria for corrosion resistance. 2.06 MISCELLANEOUS ACCESSORIES A. Aluminum Tape A 2 inch (50 mm) wide pressure-sensitive aluminum tape used as a separation layer between small areas of asphalt contamination and the membrane and as a bond-breaker under the coverstrip at Sarnaclad joints. 2.07 SEALANTS AND PITCH POCKET FILLERS A. Sikaflex-1 a (for termination details and pitch pocket toppings). 2.08 MISCELLANEOUS FASTENERS AND ANCHORS All fasteners, anchors, nails, straps, bars, etc. shall be post-galvanized steel, aluminum or stainless steel. Mixing metal types and methods of contact shall be assembled in such a manner as to avoid galvanic corrosion. Fasteners for attachment of metal to masonry shall be expansion type fasteners with stainless steel pins. All concrete fasteners and anchors shall have a minimum embedment of 1-1/4 inch (32 mm) and shall be approved for such use by the fastener manufacturer. All miscellaneous wood fasteners and anchors used for flashings shall have a minimum embedment of 1 inch (25 mm) and shall be approved for such use by the fastener manufacturer. PART 3-EXECUTION 3.01 PRE-CONSTRUCTION CONFERENCE A. The Applicator, Owner's Representative/Designer and Manufacturer(s) shall attend a pre-construction conference. B. The meeting shall discuss all aspects of the project including but not limited to: 1. Safety 2. Set up 3. Construction schedule 4. Contract conditions 5. Coordination of the work 3.02 SUBSTRATE CONDITION A. Applicator shall be responsible for acceptance or provision of proper substrate to receive new roofing materials. B. Applicator shall verify that the work done under related sections meets the following conditions. 1. Roof drains, gutters and scuppers have been reconditioned or replaced and installed properly. 2. Roof curbs, nailers, equipment supports, vents and other roof penetrations are properly secured and prepared to receive new roofing materials. 3. All surfaces are smooth and free of dirt, debris and incompatible materials. 1 Sika Corporation-Roofing, aecification R toBond System Meta!Retrofit 4. All roof surfaces shall be free of water, ice and snow 3.03 SUBSTRATE INSPECTION A. A dry, clean and smooth substrate shall be prepared to receive the Sika Corporation Sarnafast mechanically-attached roof system. B. The Applicator shall inspect the substrate for defects such as excessive surface roughness, contamination, structural inadequacy, or any other condition that will adversely affect the quality of work. C. The substrate shall be clean, smooth, dry, free of flaws, sharp edges, loose and foreign material, oil and grease. Roofing shall not start until all defects have been corrected. D. All roof surfaces shall be free of water, ice and snow. 3.04 INSULATION I ROOF BOARD INSTALLATION General Criteria: A. Mechanical Attachment 1. RhinoBond -Attachment to Purlins General Fasten the insulation so the RhinoBond disc and Fastener RetroDriller will be centered over the structural purlin at a density according to Sika Corporation's and the wind design requirements. Fasteners must tight enough that the Sarnadisc does not turn, but not so tight as to deform the Sarnadisc. 2. Perimeter and Corner Areas The perimeter and corner area will be determined by building height and width and other conditions according to ASCE 7 guidelines, Sika Corporation Technical or FM LPDS 1-29 if insured by Factory Mutual. To meet the perimeter and corner uplift requirements, increase the fastening density by decreasing the spacing between fasteners along each fastener row in the perimeter and corner areas. The Fastener RetroDriller spacing shall be a maximum of 60 percent of the field spacing for the perimeter and 40 percent of the field spacing for the corner, but never closer than 5 inches (127 mm). See Detail Drawings. 3.05 SARNAFIL S327 MEMBRANE INSTALLATION The surface of the insulation or substrate shall be inspected prior to installation of the Sarnafil roof membrane. The substrate shall be clean, dry, free from debris and smooth with no surface roughness or contamination. Broken, delaminated, wet or damaged insulation boards shall be removed and replaced. Sarnafil S327 membrane shall be attached with Sarnadisc RhinoBond according to Sika Corporation's and wind uplift requirements per ASCE 7 or Factory Mutual. A. RhinoBond -Attachment to Purlin 1. General a) Sarnafil S327 full width rolls shall be placed over the installed boards. Membrane overlaps shall be shingled with the flow of water where possible. Seam overlaps may be placed over Sarnadisc RhinoBond plate. Welding of the plate will not be affected. 2. Field, Perimeter and Corner Areas Over a properly prepared, installed and attached substrate surface, position the membrane sheets so the S327 membrane is installed to properly shed water. The adjacent roll is positioned to overlap the first sheet by 3 inches (75 mm). See Detail Drawings. Sika Corporation-Roofing Speci. \ation RhinoB. System Metal Retrofit 3. Securement Around Rooftop Penetrations a) Around all perimeters, at the base of walls, drains, curbs, vent pipes, or any other roof penetrations, Sarnafasteners and Sarnadisc RhinoBond, Sarnadiscs or Sarnabars shall be installed according to perimeter rate of attachment. Fasteners shall be installed according to the manufacturer's instructions. Fasteners shall be installed using the fastener manufacturer's recommended torque-sensitive fastening tools with depth locators. If Sarnadisc RhinoBond is not used, the fasteners shall clamp the Sarnafil membrane tightly to the substrate. b) Sarnafil membrane flashings shall extend 2-1/2 inches (63 mm) past the Sarnadisc. B. RhinoBond -Attachment to Metal Panel (Documented Pullout Tests Required) 1. General a) Sarnafil 10 feet (3.0 m), 5 feet (1.5 m) or 6.5 feet (2 m) full width rolls shall be placed over the installed boards. Membrane overlaps shall be shingled with the flow of water where possible. 2. Field, Perimeter and Corner Areas Over the properly prepared, installed and attached substrate surface following either the 2 by 2 foot (0.6 by 0.6 m) or 2 by 3 foot (0.6 by 0.9 m) grid pattern, S327 full-width rolls are to be installed so as to properly shed water. See Detail Drawings. 3. Securement Around Rooftop Penetrations a) Around all perimeters, at the base of walls, drains, curbs, vent pipes, or any other roof penetrations, Sarnafasteners and Sarnadisc RhinoBond, Sarnadiscs or Sarnabars shall be installed according to perimeter rate of attachment. Fasteners shall be installed according to the manufacturer's instructions. Fasteners shall be installed using the fastener manufacturer's recommended torque-sensitive fastening tools with depth locators. If Sarnadisc RhinoBond is not used, the fasteners shall clamp the Sarnafil membrane tightly to the substrate. b) Sarnafil membrane flashings shall extend 2-1/2 inches (63 mm) past Sarnadisc and be hot-air welded to Sarnafil deck membrane. 3.01 RHINOBOND INDUCTION WELDING A. General 1. Welding equipment shall be provided by or approved by Sika Corporation. All mechanics intending to use the equipment shall have successfully completed a training course provided by a Sika Corporation Technical Service Representative prior to welding. 2. All membrane to be welded shall be clean and dry. B. Induction Welding 1. Activate the weld between membrane and plate using approved portable induction device. The induction coil must be positioned over the center of the Sarnadisc RhinoBond, +/- 1 inch (25 mm) Portable induction device must elevate the temperature of the Sarnadisc RhinoBond from ambient to 400 — 500 degree F (204 — 260 degree C). Cycle time will be affected by available power, use a heavy gauge power cord, at a minimum 12 gauge by 100 feet. 2. When the induction welding cycle is complete, immediately place a Cool & Clamp magnetic weight on the welded assembly. This device must be left in place for at least 60 seconds. C. Quality Control of Induction Welding Sika Corporation- Roofint. decification i\ �ioBond System Metal Retrofit 1. The Applicator shall check all induction welds each day. Check welds by using an ordinary plunger centered over the welded plate and pull straight up. Correct welds shall have no separation between the plate and membrane. 3.02 HOT-AIR WELDING OF SEAM OVERLAPS A. General 1. All seams shall be hot-air welded. All membrane to be welded shall be clean and dry. 1. All mechanics intending to use hot-air welding equipment shall have successfully completed a training course provided by a Sika Corporation Technical Service Representative prior to welding. 2. Hot-air welding equipment shall be allowed to warm up for at least one minute prior to welding. 3. Seam overlaps should be 3 inches (76 mm)wide when automatic machine-welding and 4 inches (100 mm)wide when hand-welding, except for certain details. B Hand-Welding 1. The back edge of the seam shall be welded with a narrow but continuous weld to prevent loss of hot air during the final welding. 2. The nozzle shall be inserted into the seam at a 45 degree angle to the edge of the membrane. Once the proper welding temperature has been reached and the membrane begins to"flow", the hand roller is positioned perpendicular to the nozzle and rolled lightly. For straight seams, the 1-1/2 inch (40 mm)wide nozzle is recommended for use. For corners and compound connections, the 3/4 inch (20 mm)wide nozzle shall be used. C Machine Welding 1. Machine welded seams are achieved by the use of approved automatic welding equipment. When using this equipment, all instructions shall be followed and local codes for electric supply, grounding and over current protection observed. Dedicated circuit house power or a dedicated portable generator is recommended. No other equipment shall be operated simultaneously off the generator 2. Metal tracks may be used over the deck membrane and under the machine welder to minimize or eliminate wrinkles. D. Quality Control of Welded Seams 1. The Applicator shall check all welded seams for continuity using a rounded screwdriver. Visible evidence that welding is proceeding correctly is smoke during the welding operation, shiny membrane surfaces, and an uninterrupted flow of dark gray material from the underside of the top membrane. On-site evaluation of welded seams shall be made daily by the Applicator at locations as directed by the Owner's Representative or Sika Corporation's representative. One inch (25 mm) wide cross- section samples of welded seams shall be taken at least three times a day. Correct welds display failure from shearing of the membrane prior to separation of the weld. Each test cut shall be patched by the Applicator at no extra cost to the Owner. 3.03 MEMBRANE FLASHING INSTALLATION All flashings shall be installed concurrently with the roof membrane as the job progresses. No temporary flashings shall be allowed without the prior written approval of the Owner's Representative and Sika Corporation. Approval shall only be for specific locations on specific dates. If any water is allowed to enter under the newly completed roofing, the affected area shall be removed and replaced at the Applicator's expense. Flashing shall be adhered to compatible, dry, smooth, and solvent-resistant surfaces. Use caution to ensure adhesive fumes are not drawn into the building. A. Sarnacol Adhesive for Membrane Flashings 1. Over the properly installed and prepared flashing substrate, Sarnacol adhesive shall be applied according to instructions found on the Product Data Sheet. The Sarnacol adhesive shall be applied in smooth, even coats with no gaps, globs or similar inconsistencies. Only an area which can be completely covered in the same day's operations shall be flashed. The bonded sheet shall be pressed firmly in place with a hand roller. 2. No adhesive shall be applied in seam areas that are to be welded. All panels of membrane shall be Sika Corporation-Roofing Speck Jtion RhinoB. J System Meta!Retrofit applied in the same manner, overlapping the edges of the panels as required by welding techniques. B. Install Sarnabar/Sarnacord according to the Detail Drawings with approved fasteners into the structural deck at the base of parapets, walls and curbs. Sarnabars may be required by Sika Corporation at the base of all tapered edge strips and at transitions, peaks, and valleys according to Sika Corporation's details. C. Sika Corporation's requirements and recommendations and the specifications shall be followed. All material submittals shall have been accepted by Sika Corporation prior to installation. D All flashings should extend a minimum of 8 inches (0.2 m) above roofing level, exceptions to this might be pipe boots and/or sealant pockets, etc. If in question, submit in writing to the Owner's Representative and Sika Corporation Technical Department for signed approval. E. All flashing membranes shall be consistently adhered to substrates. All interior and exterior corners and miters shall be cut and hot-air welded into place. No bitumen shall be in contact with the Sarnafil membrane. F All flashing membranes shall be mechanically fastened along the counter-flashed top edge with Sarnastop at 6-8 inches (0.15-0.20 m) on center. G Sarnafil flashings shall be terminated according to Sika Corporation recommended details. H All adhered flashings that exceed 30 inches (0.75 m) in height shall receive additional securement. Consult Sika Corporation Technical Department for securement methods. 3.04 TEMPORARY CUT-OFF All flashings shall be installed concurrently with the roof membrane in order to maintain a watertight condition as the work progresses. All temporary waterstops shall be constructed to provide a 100 percent watertight seal. The stagger of the insulation joints shall be made even by installing partial panels of insulation. The new membrane shall be carried into the waterstop. Waterstop shall be sealed to the deck and substrate so that water will not be allowed to travel under the new or existing roofing. The edge of the membrane shall be sealed in a continuous heavy application of sealant as described in Section 2.07. When work resumes, the contaminated membrane shall be cut out. All sealant, contaminated membrane, insulation fillers, etc. shall be removed from the work area and properly disposed of off site. None of these materials shall be used in the new work. If inclement weather occurs while a temporary waterstop is in place, the Applicator shall provide the labor necessary to monitor the situation to maintain a watertight condition. If any water is allowed to enter under the newly-completed roofing, the affected area shall be removed and replaced at the Applicator's expense. 3.05 COMPLETION Prior to demobilization from the site, the work shall be reviewed by the Owner's Representative and the Applicator. All defects noted and non-compliances with the Specifications or the recommendations of Sika Corporation shall be itemized in a punch list. These items must be corrected immediately by the Applicator to the satisfaction of the Owner's Representative and Sika Corporation prior to demobilization. All Warranties referenced in this Specification shall have been submitted and have been accepted at time of contract award. 0 "rt m m�3maYt m gig ME S pool -28 m a8 m Svi a3p. 3 - ' m y O Q Ell N $a ` j y -�.m Er �m a 3 S. r�sanwruaa o w smv CD {n) /ram♦ CZ v v D In00 z C� Z OM O mm ■ • �rt� m < D � 0030 m z Imo Z � O � z Received i�1 _ _ .. f � r1 I � ..:, . ��� 711 1 �_ i J �- �� '� �:.0 w �-.� r :' n m �g� ,aeaas cncn ! 8 qg % a CD cc O O m y a eg $-SSE CD1' a m � o� =tea m am - - g S a m Fh m m m 2 3 m sa �o B a EF93 �� '�a `Q �e ��• a o�- m a g s a s a 9Nll it tr ssm gym mSt ' S$ m a H o m m Sa3 c a Z m n d Q-T o n � m 52 gii- 9 Lg ' o. 13 s$a m' cg w m m o ^''a4 3 d.z3 � � mk�o9� 73 . $ m�m 10 f 3 a m a q�' a gg 3 0y eT 3 as �a121 3 §E ;! pEt � pit Er 2L .r jF may; aQ pgQ �sm 8 ST Er 33 m 1g, s n H ~ 1 ■ !.' ■ A ■ T ■ i' 1 MGM ■ ' ■ r gr ' 1 R lir I ■ 0 Department of Labor and Industries -STANLE)" ROOFING CO INC PO Box 44450 Olympia,WA 98504-4450 Reg: CC STANLR*3755T UBI: 179-016-017 Registered as provided by Law as: Construction Contractor (CCO1)-GENERAL 535 STANLEY ROOFING CO I N C Effective Date: 8/30/1963 19710 144TH AVE NE Expiration Date: 5/l/2018 WOODINVILLE WA 98072 r . I I I �.. Permit#: 1270 Permit Date: 12/30/16 Permit Type: COMM HZCIAL RE-ROOF Project Nam e Newell Corp. Applicant Nam a Stanley Roofing Com gany Applicant Address: 19710 144th Ave NE Applicant, City, State, Zip: Woodinville, WA98072 Contact: Phil Thom pon Phone: 425-483-6666 Em al: philthomfson@stanleyroofing.net Scope of Work: Replace in dal roofing system Valuation: 117353.00 Square Feet: 0 Num ber of Stories: 0 Construction Type: O xupancy G ioup: ID Code: Permit Issued: 01/10/2017 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address L egal Description O wner Nam e Caner Phone Zoning JNA PROPERTIES 662 Special 31051400200400 6 910 204TH ST NE LLC Construction Trade Services Contractors Contractor P rim ay Contact P hone A ddress C ontractor Type L icense License# Stanley Roofing 19710 144th Ave CONSTRUCTION Labor and STANLR*3755T Com piny Phil Thom p on 4 25-483-6666 NE CONTRACTOR Industries Inspections Date I nspection Type D escription S cheduled Date C om lieted Date I nspector S tatus 01/31/2017 I nspection I nspected 1st layer fillers& 01/31/2017 B UILDING A pproved insulation&application of m an bane,edges&eve not trim m d at tim eof inspection Plan Reviews Date Review Type D escription A ssigned To R eview Status 12/30/2016 RESIDENTIAL RE-ROOF B UILDING Fees Fee D escription N otes A m cunt Building Perm i T able 4-1 $1,516.28 Building Plan Review T able 4-2 $985.58 State Surcharge- 1 st DU R esidential- 1 st Unit $4.50 Total $2,506.36 Attached Letters Date Letter D escription 01/09/2017 Building Perm i Paym sits Date Paid By D escription P aym art Type A ccepted By A m omt 01/10/2017 Stanley Roofing C heck#16645 K ristin Foster $2,506.36 O ttstanding Balance $0.00 Uploaded Files Date File Nam e 01/10/2017 2042498-1270 Issued Perm i.pdf 12/30/2016 2029558-1270 Roofing Info-Specs.pdf 12/30/2016 2029559-1270 Apnlication.pdf