Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D18-0153 - INDUSTRIAL CRATING - REROOF
INDUSTRIAL CRATING 15450 NELSON PL EXPIRED 08/25/2019 D18-0153 Parcel No: Address: r1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov DEVELOPMENT PERMIT 2423049090 Permit Number: 15450 NELSON PL Issue Date: Permit Expires On: Project Name: INDUSTRIAL CRATING D18-0153 6/18/2018 12/15/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: INDUSTRIAL CRATING & PACKIN PO BOX 88299 , TUKWILA, WA, 98188 TIM STANLEY 19710 144 AVE NE , WOODINVILLE, WA, 98072 STANLEY ROOFING CO INC 19710 144TH AVE NE , WOODINVILLE, WA, 98072 STAN LR*3755T INDUSTRIAL CRATING 1080 W EWING ST, SEATTLE, WA, 98179 Phone: (425) 483-6666 Phone: (425) 483-6666 Expiration Date: 5/2/2020 DESCRIPTION OF WORK: TEAR OFF EXISTING ROOF. INSTALL NEW ROOF. HOT TAR INSTALL R-38 INSULATION Project Valuation: $35,577.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $1,377.64 Occupancy per IBC: Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 7 Permit Center Authorized Signature: w A11142 Date: / l 1 hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: . Print Name: Date: b/��/E— This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. l � 9: Application of roof coverings with the use of an open -flame device or use of a propane fueled asphalt kettle requires a separate permit from the Tukwila Fire Marshals Office located at 6300 Southcenter BI Suite 209 Tukwila, WA 98188. Telephone (206) 575-4407. There shall be not less than one multi-purpose portable fire extinguisher with a minimum 2-A20-B:C rating and a charged, minimum diameter 5/8 diameter water line(hose) on the roof being covered or repaired. (IFC 105.6.24, 3504.2.5, 3504.2.6) 8: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 10: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 11: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0103 PRE-REROOF f� CITY OF TUKT'VizA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. DI CHO Project No. Date Application Accepted: Date Application Expires: it 16' (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: /5-4/ S-6 D� /rS' o King Co Assessor's Tax No.: Suite Number: Tenant Name: �i1175 i C / 't 46, New Tenant: PROPERTY OWNER Name: ( 0 n of �7` r. / Cr,h-nr, r' -'i' iH�Z Address:/02 0 e__51-- tz tle:i r t City:_c c (r State:) A Zip:rjg1 I, CONTACT PERSON - person receiving all project communication Name: m r k 5711. 4 /e.. Address:,, 7/0 ^ pyyR4thir Ali_ . City: tt State: G� Zip �1 D d � �jf �Js[1,/r •1`6 Phone 6..2...c r 3 37 'ax: c/ $0 - 6' d D Email: /14 GENERAL CONTRACTOR INFORMATION Company Name: 54. .1 /ey gd b ii-i_i Address: ., J"/"/ CityState: 6.e.)/7/ Zipl peo 7 CUE>Q�inc'• //r Phone:4/2 = y,i3_.:,6.6 lax: 9Is = J3 -z dee 6 Contr Reg No. 5 -,4/oL X37,., p Date:-• j22 6.1z / Tukwila Business License No.: H:\Applications\Forms-Applications On Line\2012 ApplicationsWermit Application Revised - 2-7-12.docx Revised: February 2012 bh T Floor: ❑ Yes ❑ .. No ARCHITECT OF RECORD Name: /f J7 5:,•/ 6-c-,‹1-7 •-t� Address: /bkd t,VcJl--- ,mow,„, j• /— Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: /f J7 5:,•/ 6-c-,‹1-7 •-t� Address: /bkd t,VcJl--- ,mow,„, j• /— Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: /f J7 5:,•/ 6-c-,‹1-7 •-t� Address: /bkd t,VcJl--- ,mow,„, j• /— City: Se, h4h4/,- State ,4 Zip: 9,0q, Page 1 of 4 BUILDING PERMIT INFORMATIOk ;'06-431-3670 Valuation of Project (contractor's bid price): $�✓ -S 7 7. 1 v Existing Building Valuation: $ Describe the scope of work (please provide detailed information): 4 A. 4, /'p F' X�1-JS 77 f 474,- C r �? 4 II / i C� 4 / —7; j / // A �c / .1 L� G� Will there be new rack storage? ❑ ....Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2".x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplicationsWorms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-I2.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s` Floor 2"d Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2".x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplicationsWorms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-I2.docx Revised: February 2012 bh Page 2 of 4 , [-PUBLIC WORKS PERMIT INFO CATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate 0... Highline ❑ ...Valley View D...Renton ❑ ...Sewer Availability Provided 0... Renton 0... Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond 0...Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (I) ❑ .. Water Only Meter Size ❑... Geotechnical Report 0...Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0... Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use — Potential Disturbance ❑... Work in Flood Zone 0... Storm Drainage 0...Abandon Septic Tank 0...Curb Cut 0...Pavement Cut 0...Looped Fire Line ❑ .. Sewer Main Extension Public ❑ .. Water Main Extension Public I7 WO # WO # WO # Private Private 0...Grease Interceptor ❑... Channelization ❑...Trench Excavation ❑... Utility Undergrounding (2) " WO # (3) (2) " WO # (3) 0 .. Deduct Water Meter Size " WO# " WO# If FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 .. Water 0 .. Sewer 0 .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2012 Applications\Pennit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 1180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: J,A Mailing Address: /9 7/6 ^�S/y/77/f4J<< /Vi H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Date: ---J74-7/./ d/ Day Telephone: 2— 0 ti " � j ,S "' 3 3 7_5- 6.0 .St-,' n Dd./to,'/lc t04 ?fea 7 City / State Zip Page 4 of 4 r1 l"\ DESCRIPTIONS I ACCOUNT PermitTRAK QUANTITY ` '; PAID $1,377.64 D18-0153 Address: 15450 NELSON PL Apn: 2423049090 $1,377.64 Credit Card Fee $40.13 Credit Card Fee R000.369.908.00.00 0.00 $40.13 DEVELOPMENT $1,298.30 PERMIT FEE R000.322.100.00.00 0.00 $784.12 PLAN CHECK FEE R000.345.830.00.00 0.00 $509.68 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $39.21 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14488 R000.322.900.04.00 0.00 $39.21 $1,377.64 Date Paid: Tuesday, May 15, 2018 Paid By: RT STANLEY Pay Method: CREDIT CARD 315181 Printed: Tuesday, May 15, 2018 11:18 AM 1 of 1 "`' SYSTEMS INSPECTION RECORD Retain a copy with permit be ors -3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: 0.04Sl24,gti C2#r►JL Type of Inspection: N3V/i.l+,J4 Fa• ' Address: /5'115-C2 rid9L ) 'Pi. - Date Called: Special Instructions: Date Wanted: 2 .. Z-4,. b9 am. p.m. Requester: Phone No: ElApproved per applicable codes. COMMENTS: orrections required prior to approval. f4D//✓!- (T » - --- 11 G1. sh //k5/4l 14-H c -Po 404J �, ,c1 ciSrmGtvc�'_ Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Inspector: i INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 big -0/5:? PQ e1 JAL i_.P7ff J /e TCkl toc,ion: Liv Date: n 7-13 Address: is -1/V) Date Called: , ,eficiv Special Instructions: Date Wanted: 9-/3-2,07-8- Ca.m p.m. Lie) ri S for F /Q04.- VL / Requester: C(YVQ f o UD CA) f4>ni F sAvc,.`I fire_ s-forrn Phone No: ri---acil ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 13tA I \CI ( r)_. FincAl-- 4 .k Date: n 7-13 ` ir Pia *3 (7)0n '_ PJ/,1 Lie) ri S for F /Q04.- VL / • C(YVQ f o UD CA) f4>ni F sAvc,.`I fire_ s-forrn ri---acil Wocd nett c -ch,Y r_ Roz F Inspector: Civ / .9 Date: n 7-13 ` ir REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 INS-CO3 Project:.eits j. ...I� Type of ins a ion: B�tI� FI�AL Addddress: Date Called: Specia tnstru tions: Date Wanted: 6- Z.07 a r p.m. Requester:� 77111 Phone No:ZOCv — 2-c5C,. .75^, ElApproved per applicable codes. Corrections required prior to approval. COMMEN fl Inspector: Date: Z5 -2a''Y REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 N& -o5-3 Project: .T --�-rJ cI�s rt�'t n To Inspection:��� or Address:'.,) 15Wliel5 a . Date Called: Special Instructions: 100 11 - Date Wanted: 6:. ZZ- 2__t) II l, a.m. p.m. :::m'i Approved per applicable codes. Corrections required prior to approval. COMMENTS: )- It- 38'-D� Cjc/2.n yr geof"-1�IvS u'e_4-1 Icw aK 'To 14'j f :. Inspector: ��y Date: �o-2" 2/ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 big ,C)/15 Q a.:INtC1 C 01- 1. Twtt- Type of Inspectio Addres� �. � t I5�x) Q? A) ` -- Date Called: Special Instructions: Date Wanted:Di( �� z a.m . p.m. Reggaster: I I vvi Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: - - 0-011 ector:' 9 al. REINSPECTION FEE R r to next inspection, fee mustTe Date: paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. STANLEY ROOFING CO., INC. 19710 144th Avenue NE WOODINVILLE, WA 98072 ST -AN -LR -3755T (425) 454-3929 (4251.48,1610.____ Fax (425) 4813-66kEVIEWED FOR c eeC'q= ." " 'CODE COMPLIANCE A02,7,20. . APPROVED . JUN 11 2018 irJ City of Tukwila We hereby submit specifications and eetiBmatoi.t ` �N 7a0POSAI, 458 or *fir PHONE 206-947-771 v. 21 f238/2018 JOB NAME / LOCATION Industrial Crating 15450 Nelson Place Tukwila, WA 98188 JOB NUMBER JOB PHONE This proposal is for the lower roof area over the office area. This area is roughly 2150 square feet. Tear off the existing roofing down to the wood deck and dispose of debris. Refurbish existing drain and replace one drop scupper with new to match existing size. Raise the perimeter roof edge to accommodate new insulation. The new wood parapet will be roughly 10" above the roof decking. We will have our subcontractor handle the gas line disconnect and reconnect. Over wood deck install two layers of Malarkey 3.3" polyiso insulation ; one layer of 1/2" wood fiber board and mechanically fasten all layers with screws and plates. This will give you an R -value of 38 and meets current code. Over insulation install Malarkey M4-XHA roofing system consisting of three layer of #500 ply sheet set in hot asphalt and one layer of #502 white mineral surface cap sheet set in hot asphalt. All curbs will receive one layer of #502 SBS base sheet and one layer of #601 SBS white mineral surface cap sheet set in hot asphalt. Replace existing sleeper wood at the mechanically unit with new 4 X 12" fastened to the wood deck. We will have our subcontractor extend the duct work fitting to accommodate the new insulation. The existing electrical is a flex line and should not need to be extended. Install new 24 gauge pre finished sheet metal copings at the perimeter edge. Install new surface mounted reglet at the high wall and caulk with Sikaflex lA sealant. All the joints in the coping will receive the same sealant. Do all clean up and provide Stanley Roofing Two year Warranty. Provide Malarkey 10 Year No Maximum Limit Warranty. We will provide the permits. Total $35,577.00 Plus Tax. The State of Washington requires the owner to have an asbestos test perform by a certified testing company. (We know some and it will cost roughly $700.00 to have it done). This price is based on the existing roof not having any asbestos. If any is found we will need to provide an asbestos supervisor and suite up our men for one day. We have the training and required certification to perform work on non friable asbestos. Add to base bid above RECEIVED $1,700.00 Plus Tax. We Propose hereby to furnish material and laboretTypecFnR*KlatititwAtt the above specifications, for the sum of: dollars ($ ). Payment to be made as follows: Progress Payments. MAY 1 5 2018 PERMIT CENTER i material is guaranteed to be as specified. Any. All work to be iampetod in a professional /� manner according to standard practices. Any alteration or deviation from above specifica- Authorized tions involving extra costs w;:l be executed only upon written orders. and will become an Signature extra charge over and above the estimate. Al! agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tomado, and other necessary insurance. Note: This proposal may be Our workers are fully covered by Worker's Compensation insurance. withdrawn by us if not accepted within Acceptance of Proposal — The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Date of Acceptance: days. Signature Signature LOW SLOPE ROOFING SYSTEM SPECIFICATION FOUR -PLY CONVENTIONAL 502 System Configuration M4-XHA (3-500,502 cap) M4-XIA (3-506, 502 cap) Materials per 100 sq./ft. of roof area: Ply Sheet Options (choose one of the following): Three (3) plies of 500 7.2 lbs. per ply/21.6 lbs. Three (3) plies of 506 9.2 lbs. per ply/27.6 lbs. Cap Sheet: One (1) ply of 502 Adhesive for roofing plies: 72.0 lbs. ASTM D 312 Type III, or IV 25.0 lbs. per ply/per sq. Insulation: Specified Weight per square (-insulation): 193.6 lbs. to 199.6 lbs. Roof deck and general information: Roof deck must be clean, dry, smooth, and structurally sound to receive the new roofing system. Drainage must be incorporated in the design to prevent ponding water. For more information, please refer to the current Malarkey Specification Manual: General require- ments and Commercial Installation Instructions. Special requirements: This roofing system can be installed as illustrated on slopes up to 1" in 12". Slopes that are greater than 1" in 12" are to be installed in a strapped fashion using ASTM D 312 Type IV asphalt, and wood nailers/insulation stops to facilitate back nailing of the roofing system. For more informa- tion, please refer to the current Malarkey Specification Manual: General Requirements/Strapped Installations. Application: Hot Mopped - install all inter -plies so that the water runs over (shingle fashion) or parallel to (strapped), but never against the laps in a uniform mopping of hot asphalt at the nominal rate of 25 lbs. per ply, per square. Broom all plies to ensure contact between the asphalt and the bottom surface of the roofing felts. Cap sheet will be installed so that the water runs over (shingle fashion) or parallel to (strapped), but never against the laps. Cut cap to 1/3 of the total length (11') and al- low to relax prior to installation. Position cap membrane for in- stallation and embed into a uniform mopping of asphalt applied at the rate of 25 lbs. per square. Broom all cap sheet to ensure contact between the asphalt and the bottom of the sheet. Stag- ger all end laps a minimum of 12". Prior to the application of interply sheets, all valleys and wa- terways shall receive an extra layer of Malarkey ply sheet (or comparable product) which shall be at least a full width sheet and shall extend at least 12 inches (30 cm) up to the inclines out of the valleys. Four -ply, hot mopped, built-up roofing system with conventional fiber- glass ply and cap sheet installed over an approved roof deck. Flashings: Install all primed flashings (lead, metal, scuppers, etc) in a layer of plastic cement on top of the inter -ply and stripped off with Two (2) of reinforcement, feathering each ply 3" from the edge of the flange and corresponding ply. Install cap sheet after all flashings have been stripped in. Base flashings: Base flashing stripping ply(s) are to be in- stalled over the inter -ply before the installation of the field sur- facing. Stripping ply(s) are to extend 3" beyond the toe of the cant and up the vertical surface of all flat to vertical transitions (curbs, walls, roof top equipment, etc). After the installation of the field surfacing, install the specified cap sheet base flashing extending 6" beyond the toe of the cant and up the vertical sur- face. Terminate the base flashing as shown in the commercial roofing details of the current Malarkey Specification Manual. Fire Ratings: The specification carries a Class 'A' rating up to 2" in 12" over the following decks: Wood, Metal, Concrete, Lightweight Concrete, Structural Wood Fiber, and Gypsum. The exact listing for this roofing system can be found in the current edition of the ITS Wamock Hersey Directory of Listed Products. For other ratings, contact the Malarkey Technical Services Department. REV. 7/11 4-28 Specification Manual www.MalarkeyRoofing.com • 800-545-1191 BLUE RIDGE FIBERBOARD0 STRUCTODEK® HIGH DENSITY FIBERBOARD ROOF INSULATION N 0.002 DESCRIPTION STRUCTODEK HD is not only an integral roofing system component; it also makes roofing easier with physical properties that generate structural rigidity and dimensional stability. The wood fiberboard composition of STRUCTODEK HD possesses natural bonding qualities, resulting in superior adhesion capabilities. Adhesive tightly grasps the fibers of STRUCTODEK HD without causing excess absorption, providing a solid and secure roof system which bonds very well with many asphalt, coal tar, and cold -process adhesive products. The lightweight nature of STRUCTODEK HD is better than heavier alternatives and will keep the roof load below the specified maximum weight. USES STRUCTODEK HD can be used as an insulation board, cover board, or re-roof/recover board. STRUCTODEK HD is a high-density roofing board and is designed for low -slope applications and systems. COMPLIANCES ▪ ASTM C 208, Type II, Grade 1 and Grade 2 Roof Insulation Board for Built-up and Single -Ply Roofing Systems • ASTM C 209, Test Methods • FM Approved as a component in Class 1 roof systems per FM Standards 4450/4470 • UL Classified to US Standard ANSI/UL 790 as a component in Class A rated roof systems, reference TGFU.R20803 • ULC Classified to Canadian Standard CAN/ULC-S107 as a component in Class A rated roof systems, reference TGFU7.R20803 • CAN/ULC-S706-09, Type II, Class 1 and Class 2 Roofboards for Built-up and Single -Ply Roofing Systems • Canadian Construction Materials Centre, Listing CCMC 13186-L • Miami -Dade County, Florida; NOA No.: 13-0626.02; Expiration Date 09/18/18 • Florida Building Commission Product Approval # FL 13792 MASTERFORMAT NUMBER AND TITLE 07 2216 - Roof Board Insulation FEATURES/BENEFITS Natural, Coated one side, or Integral coated six sides. • Proprietary coating is compatible with all single -ply membranes: TPO, PVC, EPDM. • Contributes to thermal insulation, 1.3 R -Value for'/' thick STRUCTODEK HD. • UL and ULC Classified in Class A rated roof systems. See complete marking on product. ▪ FM Approved in Class 1 and Class A roof systems. See www.roofnay. com for FM Approvals. • High Compressive Strength 48 psi @ 15% deformation. • Superior adhesion without excess absorption. • Easily handles hot asphalt, non -blistering. • Cuts with a standard utility knife. • Lightweight and easy to install, without the irritating fiberglass dust of glass -mat faced gypsum board. LEED INFORMATION May help contribute to LEED credits: • MR Credit 2: Construction Waste Management • MR Credit 4: Recycled Content • MR Credit 5: Regional Materials • MR Credit 6: Rapidly Renewable Materials • IEQ Credit 4.4: Low -Emitting Materials 'PRECAUTIONS • Do not expose to open flame or excessive heat. May smolder if ignited. If ignited, extinguish completely. • Do not apply flame directly to STRUCTODEK HD when installing a modified bitumen system. ▪ STRUCTODEK HD must not be used in close proximity to chimneys, heater units, fireplaces, steam pipes, or other surfaces which could provide long-term exposure to excessive heat (above 212° F) without adequate thermal protection. Consult appropriate heating appliance manufacturer's instructions before installation. • Do not use as an underlayment for shingles. • Stagger joints among insulation layers and within layers. • Fastening patterns and densities will vary based upon specific membrane manufacturer assemblies. Refer to membrane manufacturer for fastening requirements. - Refer to FM RoofNav and/or membrane manufacturer for specific assembly requirements. • Moisture conditions may affect the performance of the product and the installation of the roof system. • STRUCTODEK HD must be kept dry at all times; in storage and during application. Store at a location where humidity and temperature duplicates those during installation. • Deck and substrates must be dry at start of application and maintained in a dry condition throughout installation. • Avoid application during rain, heavy fog, dew and any other conditions that may deposit moisture on surfaces. • Conduct a moisture survey on recovers and tear -offs to ensure the roof deck is dry. • Before applying STRUCTODEK HD, existing roof surfaces must be cleared of all gravel, dirt and debris which could hold moisture or present surface irregularities. All wet areas in old roof should be cut out and replaced. • Apply only as much STRUCTODEK HD in one day as can be covered by completed roofing system that day. • BLUE RIDGE FIBERBOARD will not be responsible for deficiencies in design, construction, or workmanship, and for product moisture exposure before, during or after installation; including construction generated moisture. R -Value 1.3 25/32"1„ 1.9 _ 2.5 /2" 3.8 2' . 5.0 Board Sizes 4' x 4' 4' x 4' 2' x 4' 2' x 4' 2' x 4' Tensile Strength Perpendicular, min, lbf/ft2 4' x 8' 4'x 8' 4' x 4' 4' x 4' 4' x 4' Moisture Content by weight, max, % 10 10 4' x 8' 0.5 0.5 Weight Per Square Foot 0.700 1.060 1.375 2.100 2.750 (Ib/ft2) 16 16 Flute Span, max width, in. 1-5/8 2-5/8 Flute Span 1 5/8• (40mm) 2 5/8' (67mmn) 2 6/8' (87mm) 4 318' (111 nun) 4 'g (111 mm) Boards/Linn 4' x 4' = 90 4' x 4' = 60 2' x 4' = 90 2'x 4'=60 2'x 2x4=46 4'x8'= 90 4'x8'=60 4'x4'=45 4'x4'=30 4'x4'=23 4'x8'=45 Squares/Unit 4' x 4' - 14A0 4' x 4' . 9 gp 2' x 4' = 720 2' x 4' = 4.80 2' x 4' = 3.88 4' x 8' in 28.80 4' x 8' =19.20 4' x 4' = 7.20 4' x 4' = 4.20 4' x 4' — 3.68 4'X8'.114A0 Physical Property 1/4" Values 1" Values Thickness + or — 10% + or — 7% Transverse Strength, min, Ibf 12 — 14 24 Tensile Strength Parallel. min, Ibffin2 150 150 Tensile Strength Perpendicular, min, lbf/ft2 600 600 Water Absorption by volume, max, % 7 7 Moisture Content by weight, max, % 10 10 Linear Expansion 50-90% RH, max, % 0.5 0.5 Modulus of Rupture, min, Ibf/int 275 140 Deflection at Specified Min. Load, max, in. 0.75 0.42 Density, nominal, lb/ft3 16 16 Flute Span, max width, in. 1-5/8 2-5/8 Compressive Strength, min, Ibffin2 15 15 R- Value, ft2•h•OF/BTU in 1.3 2.5 Limited Warranty: BLUE RIDGE FIBERBOARD, INC. warrants at the time and place we make shipment, our material will be of good quality and will confirm with our published specifications in force on the date of acceptance of the order. Read complete warranty. Copy furnished upon request. Disclaimer. The information contained herein is included for ilustrative purpose only, and to the best of our knowledge, is accurate and reliable. BLUE RIDE FIBERBOARD, INC. cannot however under any circumstance make any guarantee of results or assume any obligation or liability in connection with the use of this information. As BLUE RIDGE FIBERBOARD, INC. has no control over the use to which others may put its product, it is recommended that the products be tested to determine if suitable for specific application and/or our information is valid in a particular circumstance. Responsibility remains with the architect or engineer, contractor and owner for the design, application and proper installation of each product. Specifier and user shall determine the suitability of products for specific application and assume all responsibilities in connection therewith. © 2016 BLUE RIDGE FIBERBOARD, INC. 06/16-1.5M Flat Polyisocyanuratte Insulation H -Shield PRODUCT DESCRIPTION H -Shield is a rigid roof insulation panel composed of a closed cell polyisocyanurate foam core manufactured on-line to fiber reinforced facers on each side (GRF). FEATURES AND BENEFITS Manufactured with NexGen Chemistry: Contains no CFCs, HCFCs, is Zero ODP, EPA Compliant, and has virtually no GWP Approved for direct application to steel decks Approved under all major roof covering systems — BUR, Modified and Single -Ply PANEL CHARACTERISTICS • Available in two grades of compressive strengths per ASTM C1289 Type II, Class 1 Grade 2 (20 psi) or Grade 3 (25 psi) • Available in 4'x4' (1220mm x 1220mm) and 4'x8' (1220mm x 2440mm) panels in thicknesses of 1" (25mm) to 4.5" (114mm) ROOFING APPLICATIONS Constructions requiring FM Class 1 and UL Class A ratings Single -Ply Roof Systems (Ballasted, Mechanically Attached, Fully Adhered) • Standing Seam Metal Roof Systems • Modified Bitumen Systems Built -Up Roofing. Asphalt and Coal Tar H -SHIELD THERMAL VALUES THICKNESS LTTR FLUTE (INCHES) (MM) R VALUE* SPANABILITY 1.00 25 1.50 38 1.80 46 2.00 51 2.50 64 2.60 66 3.00 76 3.50 89 3.80 97 4.00 102 4.30 109 4.50 114 5.7 8.6 10.3 11.4 14.4 15.0 17.4 20.5 22.3 23.6 25.5 26.8 2 5/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" `Long Term Thermal Resistance Values are based on ASTM C 1289. Codes and Compliances ASTM C 1289 Type II, Class 1 Grade 2 (20 psi) or Grade 3 (25 psi) • International Building Code (IBC) Chapter 26 • State of Florida Product Approval Number FL 5968 • Miami Dade County Product Control Approved Underwriters Laboratories Inc Classifications • UL 1256 • Insulated Metal Deck Construction Assemblies — No. 120, 123, 292 • UL 790 • UL 263 Hourly Rated P Series Roof Assemblies UL Classified for use in Canada • Refer to UL Directory of Products Certified for Canada for more details • CCMC 13460-L • UL Certified for Canada, CAN/ULC-S126, CAN/ULC-S101, CAN/ULC- S107 • CAN/ULC-S704 Type 2, Class 3 (20 psi) or Type 3, Class 3 (25 psi) Factory Mutual Approvals • FM 4450, FM 4470 • Approved for Class 1 insulated steel deck constructions for 1-60 to 1-270. Refer to FM Approval's RoofNav for details on specific systems LEED Potential Credits for Polyiso Use Energy and Atmosphere • Optimize Energy Performance Materials & Resources • Building Life -Cycle Impact Reduction • Environmental Product Declarations • Materials Reuse • Recycled Content • Construction and Demolition Waste Management HUNN+E TYPICAL PHYSICAL PROPERTY DATA CHART PER ASTM C 1289 — POLYISO FOAM CORE ONLY PROPERTY TEST METHOD VALUE Compressive Strength ASTM D 1621 20 psi* (138kPa, Grade 2) Dimensional Stability ASTM D 2126 2% linear change (7 days) Moisture Vapor Transmission ASTM E 96 Water Absorption ASTM C 209 < 1 perm (57.5ng/(Pa • s • m2)) < 1% volume Flame Spread** ASTM E 84 < 75 Smoke Developed** ASTM E 84 < 450 Service Temperature - -100° to 250° F (-73°C to 122°C) *Also available in 25 psi. Grade 3 **Meets the requirements of the IBC code, For specific Flame Spread or Smoke Developed Ratings - please contact the Hunter Panels Technical Department. Single -Ply Systems Ballasted Single -Ply Systems Each H -Shield panel is loosely laid on the roof deck. Butt edges and stagger joints of adjacent panels. Install the roof covering according to the manufacturer's specifications. G Y S°M A R T WARNINGS AND LIMITATIONS Insulation must be protected from open flame and kept dry at all times. Install only as much insulation as can be covered the same day by completed roof covering material. Hunter Panels will not be responsible for specific building and roof design by others, for deficiencies in construction or workmanship, for dangerous conditions on the job site or for improper storage and handling. Technical specifications shown in this literature are intended to be used as general guidelines only and are subject to change without notice. For more information refer to the Storage and Handling Technical Bulletin at www.hpanels.com, or refer to PIMA Technical Bulletin No. 109: Storage & Handling Recommendations for Polyiso Roof Insulation at www.polyiso.org. INSTALLATION Mechanically Attached Single -Ply Systems Each H -Shield panel must be secured to the roof deck. Butt edges and stagger joints of adjacent panels. Install the roof covering according to the manufacturer's specifications. Fully Adhered Single -Ply Each H -Shield panel must be secured to the roof deck. Maximum 4'x4'(1220mm x 1220mm) panels of H -Shield may be adhered to a prepared concrete deck or subsequent layers of insulation with a full mopping of hot steep as insulation adhesive or cold applied mastic. Butt edges and stagger joints of adjacent panels. Install the roof covering the manufacturer's specifications. Built Up, Coal Tar And Modified Bitumen Systems (APP, SBS) Each H -Shield panel must be secured to the roof deck. Maximum 4'x4' (1220mm x 1220mm) panels of H -Shield may be adhered to a prepared concrete deck or subsequent layers of insulation with a full mopping of hot steep asphalt, insulation adhesive or cold applied mastic. Butt edges and stagger joints of adjacent panels. Install the roof covering according to the manufacturer's specifications. 111 phalt, according to f� R-30.0, two layers o 2.6" H -Shield wit Single -Ply membran• To achieve optimal thermal performance, Hunter Panels recommends installation of a multi -layered system with staggered joints. HUN- E R Energy Smart Polyiso HUNTERPANELS.COM 15 FRANKLIN STREET, PORTLAND, ME 04101 • 888.746.1114 • FAX: 877.775.1769 PIMAQualityMark- The Certified LTTR-value PIMA IOLTISOCTANURATE INSULATION MANUFACTURERS ASSOCIATION Fri U N + # - € a 1 SECTION 07222 POLYISOCYANURATE ROOF INSULATION Display hidden notes to specifier by using "Tools"f'Options"/"View'/"Hidden Text". PART1 GENERAL 1.1 SECTION INCLUDES A. Flat Polyisocyanurate Roof Insulation. B. Tapered Polyisocyanurate Roof Insulation. 1.2 RELATED SECTIONS A. Section 07200 - Building Insulation. B. Section 05300 - Steel Deck. C. Section 06114 - Wood Blocking. D. Section 06150 - Wood Decking. E. Section 07223 — Low Slope Cover Board. F. Section 07260 - Vapor Retarders. G. Section 07510 - Built -Up Roofing. H. Section 07520 — Cold Applied Bituminous Roofing. I. Section 07530 - Electrometric Membrane Roofing. J. Section 07540 - Thermoplastic Membrane Roofing. 1.3 REFERENCES A. ASTM C 209 - Methods of Testing Insulating Board, Structural and Decorative. B. ASTM C 518 - Standard Test Method for Steady -State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus 07222-1 C. ASTM C 1289 - Standard Specification for Faced Rigid Cellular Thermal Insulation Board. D. ASTM D 312 - Standard Specification for Asphalt Used in Roofing. E. ASTM D 1621 - Test Methods for Compressive Properties of Rigid Cellular Plastics. F. ASTM D 2126 - Test Method for Response of Rigid Cellular Plastics to Thermal and Humid Aging. G. ASTM E 84 - Surface Burning Characteristics of Building Materials. H. ASTM E 96 - Test Method for Water Vapor Transmission of Materials. I. ASTM E 108 - Standard Tests Method for Fire Tests of Roof Coverings. J. ASTM E 119 - Standard Test Methods For Fire Tests Of Building Construction and Materials. K. FM Approval Guide - FM 4450 Approval Standard - Class I Insulated Steel Roof Decks. L. FM Approval Guide - FM 4470 Approval Standard - Class I Roof Covering. M. UL 263 - Fire Tests of Building Construction and Materials. N. UL 790 - Tests for Fire Resistance of Roof Covering Materials. O. UL 1256 - Fire Test of Roof Deck Constructions. 1.4 SYSTEM DESCRIPTION A. Performance Requirements: 1. UL Assemblies: a. Component of Class A Roof System - UL 790. b. Hourly Rated P series roof assemblies (UL 263 foam core only) P 225, 230, 232, 259, 508, 510, 514, 519, 701, 713, 717, 718, 719, 720, 722, 723, 724, 727, 728, 729, 730, 732, 734, 735, 739, 801, 814, 815, 818, 819, 823, 824, 826, 827, 828, 832. c. Insulated metal deck assemblies - UL 1256 (nos. 120, 123). 2. Factory Mutual: a. FM 4450 Class I Insulated Steel Roof Decks (Foam Core Only). b. FM 4470 Approval Standard - Class I Roof Covering (Foam Core Only). c. FM Class 1 approval for steel roof deck constructions, Class 1 Fire and 1-60 and 1-90 windstorm classification (FM 4450). B. Physical properties (Foam Core Only): 1. Compressive Strength: ASTM D 1621 and ASTM C 1289, Type II, 20 psi (138 kPa) minimum for Grade 2 and 25 psi (172 kPa) for Grade 3. 2. Dimensional Stability: ASTM D 2126, 2 percent linear change (7 days). 3. Moisture Vapor Transmission: ASTM E 96, < 1 perm ((57.5ng/(Pa•s•m2)). 4. Water Absorption: ASTM C 209, < 1 percent by volume. 5. Service Temperature: Minus 100 degrees to 250 degrees F (Minus 73 degrees C to 122 degrees C). 6. Foam Core R Values: Based on LTTR (Long Term Thermal Resistance) in accordance with ASTM C 1289. 07222-2 1.5 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Manufacturer's data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. C. Shop Drawings: Roof plan showing slopes, layout of boards and fastening patterns. D. LEED Submittals: Provide documentation of how the requirements of Credit will be met: 1. List of proposed materials with recycled content. indicate post -consumer recycled content and pre -consumer recycled content for each product having recycled content. 2. Environmental Product Declaration which conforms to ISO 14025 E. Verification Samples: For each finish product specified, two samples, representing actual product. 1. Submit 6 by 6 inch (152 mm by 152 mm) samples of each board type required. 2. Submit samples of each fastener type required. F. Manufacturer's Certificates: Manufacturer's certification that materials meet or exceed specification requirements. 1.6 QUALITY ASSURANCE A. Manufacturer Qualifications: Manufacturer shall be a company that regularly manufactures polyisocyanurate and fully assembled nailbase insulation panels in-house with no outside fabrication operations. 1.7 DELIVERY, STORAGE, AND HANDLING A. Store products in accordance with the manufacturer recommendations. B. Store product on a solid flat foundation and elevate a minimum of 2 inches above the finished surface. C. Slit the bundle packaging vertically down the center of the two sides and cover with a waterproof tarpaulin D. Protect insulation from open flame and keep dry at all times. 1.8 PROJECT CONDITIONS A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. B. Do not install insulation on roof deck when water of any type is present. Do not install insulation or roofing materials when substrate is damp or wet or when proper adhesive temperature cannot be maintained. 1.9 COORDINATION 07222-3 A. Coordinate work with installation of roof covering and associated roof penetrations and counterflashings installed by other sections as work of this section proceeds. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturer: Hunter Panels, 15 Franklin Street, Portland, Maine 04101. ASD. Phone: (207) 761-5678 or (888) 746-1114. Fax: (877) 775-1769. E-mail: info@hpanels.com. B. Substitutions: Not permitted. C. Requests for substitutions will be considered in accordance with provisions of Section 01600. 2.2 MATERIALS A. Roof Board Insulation: Provide products that comply with the following: 1. ASTM standards specified. 2. Factory Mutual (FM) approvals specified. 3. Underwriters Laboratories Inc. (UL) classifications specified. 4. Florida Building Code Approval FL#5968. 5. Miami Dade County, Florida Product Control No. 09-0915.15. B. Flat Foam Roof Insulation with Fiber -Reinforced Facers: H -Shield; closed -cell polyisocyanurate foam core bonded to fiber -reinforced facers on both sides; conforming to ASTM C 1289, Type II, Class 1 with square edges. 1. Blowing Agent: Zero ODP, 3rd generation. 2. Fire Ratings: a. UL 1256, No. 120 and 123. b. UL 790 (ASTM E 108), Class A. c. UL 263 (ASTM E 119). d. FM 4450/4470, Class 1. Fire Rating. 3. FM Approval, Wind Uplift Classification: 1-60. 4. FM Approval, Wind Uplift Classification: 1-90. 5. Compressive Strength: 20 pounds per square inch (138 kPa) Grade 2. 6. Compressive Strength: 25 pounds per square inch (172 kPa) Grade 3. 7. R Value: Provide Insulation with LTTR (Long Term Thermal Resistance) in accordance with ASTM C 1289. Minimum thickness of panels shall be as follows: a. Thickness 1.00 inch (25 mm), R Value 5.7, flute spanability 2 5/8 inches (67 mm). b. Thickness 1.50 inch (38 mm), R Value 8.6, flute spanability 4-3/8 inches (111.13 mm). c. Thickness 1.60 inch (41 mm), R Value 9.1, flute spanability 4-3/8 inches (111.13 mm). d. Thickness 1.70 inch (43 mm), R Value 9.7, flute spanability 4-3/8 inches (111.13 mm). e. Thickness 1.80 inch (46 mm), R Value 10.3, flute spanability 4-3/8 inches (111.13 mm). f. Thickness 2.00 inch (51 mm), R Value 11.4, flute spanability 4-3/8 inches (111.13 mm). 07222-4 g. Thickness 2.50 inch (64 mm), R Value 14.4, flute spanability 4-3/8 inches (111.13 mm). h. Thickness 2.70 inch (69 mm), R Value 15.6, flute spanability 4-3/8 inches (111.13 mm). i. Thickness 3.00 inch (76 mm), R Value 17.4, flute spanability 4-3/8 inches (111.13 mm). j. Thickness 3.10 inch (79 mm), R Value 18.0, flute spanability 4-3/8 inches (111.13 mm). k. Thickness 330 inctr (84 mm), R Value 19.2, flute spanability 4-3/8 inches (111.13 mm). I. Thickness 3.50 inch (89 mm), R Value 20.5, flute spanability 4-3/8 inches (111.13 mm). m. Thickness 3.60 inch (91 mm), R Value 21.1, flute spanability 4-3/8 inches (111.13 mm). n. Thickness 3.70 inch (94 mm), R Value 21.7, flute spanability 4-3/8 inches (111.13 mm). o. Thickness 4.00 inch (102 mm), R Value 23.6, flute spanability 4-3/8 inches (111.13 mm). p. Thickness 4.50 inch (113 mm), R Value 26.8, flute spanability 4-3/8 inches (111.13 mm). C. Flat Foam Roof Insulation with Heavy Duty Fiber -Reinforced Facers: H -Shield Premier; closed -cell polyisocyanurate foam core laminated to extra durable heavy duty fiber -reinforced facers on both sides; conforming to ASTM C 1289, Type ll, Class 2. 1. Blowing Agent: Zero ODP, 3rd generation. 2. Fire Ratings: a. UL 1256, No. 120 and 123. b. UL 790 (ASTM E 108), Class A at 1 inch thickness. c. UL 263 (ASTM E 119) Hourly Rated P Series Roof Assemblies. d. FM 4450/4470, Class 1. Fire Rating. 3. FM Approval, Wind Uplift Classification: 1-60. 4. FM Approval, Wind Uplift Classification: 1-90. 5. Compressive Strength: 20 pounds per square inch (138 kPa) Grade 2. 6. Compressive Strength: 25 pounds per square inch (172 kPa) Grade 3. 7. R Value: Provide Insulation with LTTR (Long Term Thermal Resistance) in accordance with ASTM C 1289. Minimum thickness of panels shall be as follows: a. Thickness 1.00 inch (25 mm), R Value 5.7, flute spanability 2-5/8 inches (67 mm). D. Flat Foam Roof Insulation with Foil Facers: H -Shield -F; closed -cell polyisocyanurate foam core bonded to foil facers on both sides; conforming to ASTM C 1289, Type I, Class 1 with square edges. 1. Blowing Agent: Zero ODP, 3rd generation. 2. Fire Ratings: a. UL 1256, No. 120 and 123. b. UL 790 (ASTM E 108), Class A. c. UL 263 (ASTM E 119). d. FM 4450/4470, Class 1. Fire Rating. 3. FM Approval, Wind Uplift Classification: 1-60 with mechanically fastened membrane only. 4. FM Approval, Wind Uplift Classification: 1-90 with mechanically fastened membrane only. 5. Compressive Strength: 20 pounds per square inch (138 kPa) Grade 2. 6. Compressive Strength: 25 pounds per square inch (172 kPa) Grade 3. 7. R Value: Provide Insulation in accordance with ASTM C 518. Minimum thickness of panels shall be as follows: 07222-5 a. Thickness 1.00 inch (25 mm), R Value 6.50, flute spanability 2 5/8 inches (67 mm). b. Thickness 1.50 inch (38 mm), R Value 10.0, flute spanability 4-3/8 inches (111.13 mm). c. Thickness 2.00 inch (51 mm), R Value 13.30, flute spanability 4-3/8 inches (111.13 mm). d. Thickness 2.30 inch (58 mm), R -Value 15.50, flute spanability 4-3/8 inches (111.13 mm). e. Thickness 2.50 inch (64 mm), R -Value 17.0, flute spanability 4-3/8 inches (111.13 mm). f. Thickness 3.00 inch (76 mm), R Value 20.3, flute spanability 4-3/8 inches (111.13 mm). g. Thickness 3.5 inch (89 mm), R -Value 24.0, flute spanability 4-3/8 inches (111.13 mm). h. Thickness 3.7 inch (94 mm), R -Value 25.20, flute spanability 4-3/8 inches (111.13 mm). i. Thickness 4.0 inch (102 mm), R -Value 27.0, flute spanability 4-3/8 inches (111.13 mm). E. Flat Foam Roof Insulation with Coated Glass Facer: H -Shield CG; closed -cell polyisocyanurate foam core bonded to high performance coated glass fiber facers on both sides; conforming to ASTM C 1289, Type ll, Class 2 with square edges. 1 Blowing Agent: Zero ODP, 3rd generation. 2. Fire Ratings: a. UL 1256, No. 120 and 123. b. UL 790 (ASTM E 108), Class A. c. UL 790 (ASTM E 108), Class B. d. UL 263 (ASTM E 119). e. FM 4450/4470, Class 1. Fire Rating. 3. Compressive Strength: 20 pounds per square inch (138 kPa) Grade 2. 4. Compressive Strength: 25 pounds per square inch (172 kPa) Grade 3. 5. R Value: Provide Insulation with LTTR (Long Term Thermal Resistance) in accordance with ASTM C 1289. Minimum thickness of panels shall be as follows: a. Thickness 1.00 inch (25 mm), R Value 5.7, flute spanability 2 5/8 inches (67 mm). b. Thickness 1.50 inch (38 mm), R Value 8.6, flute spanability 4-3/8 inches (111.13 mm). c. Thickness 1.60 inch (41 mm), R Value 9.1, flute spanability 4-3/8 inches (111.13 mm). d. Thickness 1.70 inch (43 mm), R Value 9.7, flute spanability 4-3/8 inches (111.13 mm). e. Thickness 1.90 inch (48 mm), R Value 10.8, flute spanability 4-3/8 inches (111.13 mm). f. Thickness 2.00 inch (51 mm), R Value 11.4, flute spanability 4-3/8 inches (111.13 mm). g. Thickness 2.50 inch (64 mm), R Value 14.4, flute spanability 4-3/8 inches (111.13 mm). h. Thickness 2.70 inch (69 mm), R Value 15.6, flute spanability 4-3/8 inches (111.13 mm). i. Thickness 3.00 inch (76 mm), R Value 17.4, flute spanability 4-3/8 inches (111.13 mm). j. Thickness 3.10 inch (79 mm), R Value 18.0, flute spanability 4-3/8 inches (111.13 mm). 07222-6 k. Thickness 3.30 inch (84 mm), R Value 19.2, flute spanability 4-3/8 inches (111.13 mm). I. Thickness 3.50 inch (89 mm), R Value 20.5, flute spanability 4-3/8 inches (111.13 mm). m. Thickness 3.60 inch (91 mm), R Value 21.1, flute spanability 4-3/8 inches (111.13 mm). n. Thickness 4.00 inch (102 mm), R Value 23.6, flute spanability 4-3/8 inches (111.13 mm). o. Thickness 4.50 inch (113 mm), R Value 26.8, flute spanability 4-3/8 inches (111.13 mm). F. Flat Foam Roof Insulation Bonded to Wood Fiberboard: H -Shield -WF; closed -cell polyisocyanurate foam core and bonded to fiber -reinforced facers on one side and 1/2 inch (12 mm) asphalt coated high density wood fiberboard on the other; conforming to ASTM C 1289, Type IV with square edges. 1. Blowing Agent: Zero ODP, 3rd generation. 2. Fire Ratings: a. UL 1256, No. 120 and 123. b. UL 790 (ASTM E 108), Class A. c. UL 263 (ASTM E 119). d. FM 4450/4470, Class 1. Fire Rating. 3. Compressive Strength: 20 pounds per square inch (138 kPa) Grade 2. 4. Compressive Strength: 25 pounds per square inch (172 kPa) Grade 3. 5. R Value: Provide Insulation with LTTR (Long Term Thermal Resistance) in accordance with ASTM C 1289. Minimum thickness of panels shall be as follows: a. Thickness 1.50 inch (38 mm), R Value 7.1, flute spanability 4-3/8 inches (111.13 mm). b. Thickness 2.00 inch (51 mm), R Value 10.0, flute spanability 4-3/8 inches (111.13 mm). c. Thickness 2.50 inch (64 mm), R Value 12.8, flute spanability 4-3/8 inches (111.13 mm). d. Thickness 3.00 inch (76 mm), R Value 15.8, flute spanability 4-3/8 inches (111.13 mm). e. Thickness 3.10 inch (79 mm), R Value 16.4, flute spanability 4-3/8 inches (111.13 mm). f. Thickness 3.40 inch (86 mm), R Value 18.2, flute spanability 4-3/8 inches (111.13 mm). g. Thickness 3.50 inch (89 mm), R Value 18.8, flute spanability 4-3/8 inches (111.13 mm). G. Tapered Foam Roof Insulation with Fiber -Reinforced Facers: H -Shield; closed -cell polyisocyanurate foam core and bonded to fiber -reinforced facers on both sides; conforming to ASTM C 1289, Type II, Class 1 with square edges. 1. Blowing Agent: Zero ODP, 3rd generation. 2. Fire Ratings: a. UL 1256, No. 120 and 123. b. UL 790 (ASTM E 108), Class A. c. UL 263 (ASTM E 119). d. FM 4450/4470, Class 1. Fire Rating. 3. FM Approval, Wind Uplift Classification: 1-60. 4. FM Approval, Wind Uplift Classification: 1-90. 5. Compressive Strength: 20 pounds per square inch (138 kPa) Grade 2. 6. Compressive Strength: 25 pounds per square inch (172 kPa) Grade 3. 07222-7 7. R Value: Provide Insulation with LTTR (Long Term Thermal Resistance) in accordance with ASTM C 1289. a. Minimum insulation thickness: 8. Slope of tapered board shall be: a. 1/16 inch (2 mm) per foot. b. 1/8 inch (3 mm) per foot. c. 3/16 inch (5 mm) per foot. d. 1/4 inch (6 mm) per foot. e. 3/8 inch (10 mm) per foot. f. 1/2 inch (13 mm) per foot. g. Slope as indicated on the Drawings H. Tapered Foam Roof Insulation with Coated Glass Facers: H -Shield -CG; sloped closed -cell polyisocyanurate foam core and bonded to high performance coated glass facers on both sides, conforming to ASTM C 1289, Type II, Class 2 with square edges. 1. Blowing Agent: Zero ODP, 3rd generation. 2. Fire Ratings: a. UL 1256, No. 120 and 123. b. UL 790 (ASTM E 108), Class A. c. UL 790 (ASTM E 108), Class B. d. UL 263 (ASTM E 119). e. FM 4450/4470, Class 1 Fire Rating. 3. FM Approval, Wind Uplift Classification: 1-60. 4. FM Approval, Wind Uplift Classification: 1-90. 5. Compressive Strength: 20 pounds per square inch (138 kPa) Grade 2. 6. Compressive Strength: 25 pounds per square inch (172 kPa) Grade 3. 7. R Value: Provide Insulation with LTTR (Long Term Thermal Resistance) in accordance with ASTM C 1289. a. Minimum insulation thickness: 8. Slope of tapered board shall be: a. 1/16 inch (2 mm) per foot. b. 1/8 inch (3 mm) per foot. c. 3/16 inch (5 mm) per foot. d. 1/4 inch (6 mm) per foot. e. 3/8 inch (10 mm) per foot. f. 1/2 inch (12.5 mm) per foot. g. Slope as indicated on the Drawings. 2.3 ACCESSORIES A. Approved Fasteners: Appropriate for purpose intended and approved by FM Approvals and system manufacturer; length required for thickness of insulation material and penetration of deck substrate, with distribution plates if required. B. Base Ply: As recommended by membrane manufacturer. C. Asphalt Bitumen: ASTM D 312, Type III, or Type IV. 1. Use only on approved board insulation types. 2. Provide with labels indicating flash point, softening point, finished blowing temperature and equiviscous temperature. D. Cant Strip and Tapered Edge Strip: Standard machine cut perlite or wood fiberboard strips in sizes indicated or required. 07222-8 PART 3 EXECUTION 3.1 EXAMINATION A. Do not begin installation until substrates have been properly prepared. B. Examine roof deck for suitability to receive insulation. Verify that substrate is dry, clean, and free of foreign material that will damage insulation installation. C. Verify that roof drains, scuppers, roof curbs, nailers, equipment supports, vents, and other roof accessories are secured properly and installed in conformance with drawings and submittals. D. Verify that deck is structurally sound to support installers, materials, and equipment without damaging or deforming work. E. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 3.2 PREPARATION A. Clean surfaces thoroughly prior to installation. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. C. Apply vapor barrier and or retarder, as specified by the Architect or required by the local building code, to decking prior to installation of insulation. 3.3 INSTALLATION A. Install specified insulation in accordance with manufacturer's latest printed instructions and as required by governing codes and Owner's insurance carrier. B. Do not leave installed insulation exposed to weather. Cover and waterproof immediately after installation. C. Seal exposed insulation joints at the end of each day. Remove seal when work resumes. D. Remove installed insulation that has become wet or damaged and replace with new solid and dry insulation material. E. Built -Up, Coal Tar and Modified Bitumen Systems: 1. Secure each H -Shield panel to the roof deck with Factory Mutual approved fasteners and plates (appropriate to the deck type). 2. Adhere maximum 4 foot by 4 foot (1220 mm by 1220 mm) panels of H -Shield to a prepared concrete deck with a full mopping of hot steep asphalt. 3. Adhere maximum 4 foot by 4 foot (1220 mm by 1220 mm) panels of H -Shield to a prepared concrete deck with FM approved cold adhesive. 4. Butt edges and stagger joints of adjacent panels. 5. Multi -layer systems: Adhere subsequent layers with a full mopping of hot steep asphalt. 07222-9 6. Multi -layer systems: Adhere subsequent layers with FM approved cold adhesive. 7. In multi -layer installations, stagger joints in top and bottom layers. Do not align joints in insulation. 8. Install the roof covering according to the roof manufacturer's specifications. F. Single -Ply Systems Ballasted Single -Ply Systems: 1. Each H -Shield panel is loosely laid on the roof deck. 2. Butt edges and stagger joints of adjacent panels. 3. In multi -layer installations, stagger joints in top and bottom layers. Do not align joints in insulation. 4. Install the roof covering according to the roof manufacturer's specifications. G. Mechanically Attached Single -Ply Systems: 1. Each H -Shield panel must be secured to the roof deck with Factory Mutual approved fasteners and plates (appropriate to the deck type). 2. Butt edges and stagger joints of adjacent panels. 3. In multi -layer installations, stagger joints in top and bottom layers. Do not align joints in insulation. 4. Install the roof covering according to the roof manufacturer's specifications. H. Fully Adhered Single -Ply Systems: 1. Secure each H -Shield panel to the roof deck with Factory Mutual approved fasteners and plates (appropriate to the deck type). 2. Adhere maximum 4 foot by 4 foot (1220 mm by 1220 mm) panels of H -Shield to a prepared concrete deck with a full mopping of hot steep asphalt. 3. Adhere maximum 4 foot by 4 foot (1220 mm by 1220 mm) panels of H -Shield to a prepared concrete deck with cold adhesive. 4. Butt edges and stagger joints of adjacent panels. 5. Multi -layer systems: Adhere subsequent layers with a full mopping of hot steep asphalt. 6. Multi -layer systems: Adhere subsequent layers with FM approved cold adhesive. 7. In multi -layer installations, stagger joints in top and bottom layers. Do not align joints in insulation. 8. Install the roof covering according to the roof manufacturer's specifications. Re -roofing Single -Ply systems: 1. Remove existing single ply membrane and clean surface of debris or irregularities. 2. Verify that the existing insulation is dry and sound. 3. Install insulation panels in a single layer on top of intact and dry insulation. 4. Butt edges and stagger the joints in accordance with good roofing practice and fasten as per manufacturer's specifications. 5. Install the new Single -Ply membrane according to the roof manufacturer's specifications. 3.4 CLEANING A. Remove trash and construction debris from insulation before application of roofing membrane. 3.5 PROTECTION A. Protect installed products until completion of project. 07222-10 B. Protect installed insulation traffic by use of protective covering materials during and after installation. C. Cover the top and edges of unfinished roof panel work to protect it from the weather and to prevent accumulation of water in the cores of the panels. Only apply enough insulation per day that can be covered by the finished roofing system. D. Do not leave panels exposed to moisture. Wet panels shall be removed or allowed to completely dry prior to application of vapor barrier and/or roof covering. E. Repair or replace damaged products before Substantial Completion. END OF SECTION 07222-11 ocr l',,lo,c1anical Er Electrical E Plumbing 03/Gas Piping Ci'y of Tukwila FlilLn":!G DIV!SION REvISONS No changes shpii or.‘ (TTrle to the slope of work 'tho prior poprovpl Tuivvila Bililc;ing Divon NOT. Ecv:2,1n5 rcquirt, ptln lbmrI erl may t-:1...,!er.le adctt(onal p`rin focs FZE.E- C7 "7' Perm; PI V' 0\ q/7 Rai reView : Approval c i C. nr: ciicz� the violatlon of u:y -. fl eur,;r:c.-70JiTiold Copy anc! AtiS2 :70 21313 By: Date: City cf BUILD;; Zi CiV:S;ON • 6/28/2019 City of Tukwila Department of Community Development TIM STANLEY 19710 144 AVE NE WOODINVILLE, WA 98072 RE: Permit No. D18-0153 INDUSTRIAL CRATING 15450 NELSON PL Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 8/25/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 8/25/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sinc rely, aitt6OW ,AL(.943 Kandace Nichols Permit Technician File No: D18-0153 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 2/7/2019 City of Tukwila Department of Community Development TIM STANLEY 19710 144 AVE NE WOODINVILLE, WA 98072 RE: Permit No. D18-0153 INDUSTRIAL CRATING 15450 NELSON PL Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/12/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or fmal inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/12/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Ja77e1 Salzar Permit Technician File No: D18-0153 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 "PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0153 DATE: 05/21/18 PROJECT NAME: INDUSTRIAL CRATING SITE ADDRESS: 15450 NELSON PL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Ave iirt0 Building Division Public Works ❑ Jo Fire Prevention Structural torMi Planning Division ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 05/22/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE:: 06/19/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 Washington State Department of Labor & Industries Home Espanol Contact Safety & Health Claims & Insurance l' Search L&I A -Z Index 1-lelp My LF 1 Workplace Rights Trades & Licensing STANLEY ROOFING CO INC Owner or tradesperson Principals 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) Doing business as STANLEY ROOFING CO INC WA UBI No. 179 016 017 19710 144TH AVE NE WOODINVILLE, WA 98072 425-483-6666 KING County Business type Corporation Governing persons C KENT STANLEY H MARK STANLEY; H RAYMOND STANLEY; R TIM STANLEY; 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 08/3011963— 05/02/2020 Bond CBIC Bond account no. 633908 $12,000.00 Received by L&I Effective date 07/02/2001 10/01/2001 Expiration date Until Canceled Insurance Continental Cas Co $1,000,000.00 Help us improve Policy no. 4027176334 Received by L&I 04/13/2018 Effective date 05/01/2016 Expiration date 05/01/2019 Insurance history Savings No savings accounts 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. Account is current. L&I Account ID 190,818-00 Doing business as STANLEY ROOFING COMPANY Estimated workers reported Quarter 1 of Year 2018 "31 to 50 Workers" L&I account contact T2 / KATHY ULRICH (360)902-4829 - Email: WITE235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. 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 Inspection no, 316892447 Location 1402 SE Everett Mall Way Everett, WA 98208 Violations rs) Washington State Dept. of Labor 8, Industries. Use of this site is subject to the laws of the state of Washington. Help us improve