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
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-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):
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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
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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):
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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.
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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