HomeMy WebLinkAboutPermit D10-258 - WEST VALLEY DENTAL - ROOFWEST VALLEY DENTAL
15668 WEST VALLEY HY
EXPIRED
02 -03 -12
D10 -258
City (*Tukwila •
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Parcel No.: 0005800028
Address: 15668 WEST VALLEY HY TUKW
Suite No:
Project Name: WEST VALLEY DENTAL
DEVELOPMENT PERMIT
Permit Number: D 10 -258
Issue Date: 09/29/2010
Permit Expires On: 03/28/2011
Owner:
Name: NGUYEN STEVE HUNG LIVING TR
Address: 15668 W VALLEY HWY , TUKWILA WA 98188
Contact Person:
Name: JOE ROGERS
Address: 11301 SE 230 PL , KENT WA 98031
Contractor:
Name: J & L CONSTRUCTION SERVICES
Address: 10415 SE 235 ST , KENT WA 98031
Contractor License No: JLCONLC913QC
Phone: 253 576 -1356
Phone: 253- 576 -1356
Expiration Date: 11/03/2011
DESCRIPTION OF WORK:
INSTALL A CARLISLE 60 MIL TPO MEMBRANDE OVER EXISTING TORCH DOWN ROOF. (1 LAYER EXISTS OVER PLYWOOD
DECK.)
Value of Construction:
Type of Fire Protection:
Type of Construction:
$20,000.00
Fees Collected: $779.67
International Building Code Edition: 2009
Occupancy per IBC: 008
* *continued on next page **
doc: IBC -10/06
D10 -258 Printed: 09 -29 -2010
City o*I'ukwila •
Department of Community Development
6300 Southcenter Boulevard, Suite # 100
Tukwila, Washington 98188
Phone: 206- 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Permit Number: D10 -258
Issue Date: 09/29/2010
Permit Expires On: 03/28/2011
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter: N
Permit Center Authorized Signature:
Date: iY41 0/0
I hereby certify that I have read and - ned this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complies whether specified herein or not.
The granting of this permit does not pre • e 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.
Sign ii' Date: ! a,6 ` a
Si re: �,_�
Print Name:
�vs
• ,a//■
This permit shall become null and void if the wo not not commenced within 180 days from the date of issuance, or if the work is suspended
or abandoned for a period of 180 days from the last inspection.
doc: IBC -10/06
D10 -258 Printed: 09 -29 -2010
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Parcel No.: 0005800028
Address:
Suite No:
Tenant:
15668 WEST VALLEY HY TUKW
WEST VALLEY DENTAL
r
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
D10 -258
ISSUED
09/15/2010
09/29/2010
1: ** *BUILDING DEPARTMENT CONDFI'IONS * **
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
4: Readily accessible access to roof mounted equipment is required.
5: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
6: 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.
7: Manufacturers installation instructions shall be available on the job site at the time of inspection.
8: 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.
9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
* *continued on next page **
doc: Cond -10/06
D10 -258 Printed: 09 -29 -2010
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 - 431 -3665
Web site: htql../Iwww.ci.tukwila.wa.us
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and
this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work
construction or the performance of work.
Date: 9— a q� � D
ordinances governing
or local laws regulating
doc: Cond -10/06 D10 -258
Printed: 09 -29 -2010
CITY OF TUKI410A
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.ci.tukwila.wa.us
Building Pera No.
Mechanical Permit No.
- PluMbing/Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
SITE LOCATION
Site Address:
Tenant Name:
Ulf
King Co Assessor's Tax No.:
IC,, (.lb Suite Number:
w e s+ 1P a,► ►
14f a
OCG7),0
New Ten
Floor:
ant: ❑ Yes
Property Owners Name: DI^d Si-e0 e ti u Y1
Mailing Address: 5(Ao(oA 111) o % .,1le y 14 o U k,W1 lC`, WG � ' I g�
Y City State
D-
Zip
CONTACT PERSON — who do we contact when your permit is ready to be issued
Name:
Mailing Address: 1130%U s �. a3Ot ' P1,
r
E -Mail Address: 1 1 CO C S`f roC+b o r €f\)' C%
Day Telephone: ,D 53 5 7 6 1 3 5 (.-,
grl+ UUG- • 18 a 3 1
City 1 State Zip
60 ,Gain Number:
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name: L COn truct, ■On cerU 1G e5
Mailing Address: II 3 o 1 S e „ 0,3644' P i „ ktn-+- UITc e cI ?iii
City
�O S RC iiCS Day Telephone: 2s 3 - 57 (a 135(2
I Plax Number:
Expiration Date:
Contact Person:
E -Mail Address: —
�
Contractor Registration Number: l) LOON 1, C, 1 13 QC
State Zip
IJ- 3 -x,6II
ARCHITECT OF RECORD — All plans must be stamped by Architect of Record
Company Name:
Mailing Address:
Zip
Contact Person:
E -Mail Address:
City
Day Telephone:
Fax Number:
State
ENGINEER OF RECORD — All plans must be stamped by Engineer of Record
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
H:Wpplications\Forms- Applications On Line\2010 Applications \7 -2010 - Perinit Application.doc
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City
Day Telephone:
Fax Number:
State
Zip
Page 1 of 6
BUILDING PERMIT INFORMATIO0206- 431 -3670
Valuation of Project (contractor's bid price): $ 0.01000 -+ y Existing Building Valuation: $
Scope of Work (please provide detailed information):
0 ue eX 51— -ro rth rorre (1 LaNet- %s QuP1 p y t,�cl c b
ciff-10
i n' {,J JQ, Ca.r l i s l e (i Q o TPD mpJ�r�v,o
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:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
Handicap:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None [2" Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No
If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
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Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of -
Occupancy per
IBC
1s Floor
rd Floor
3rd 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:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
Handicap:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None [2" Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No
If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
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Page 2 of 6
PERMIT APPLICATION NOTES — .licable to all permits in this application
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILD
Signa
Print Name:
Mailing Address:
Date Application Accepted:
Date: q— 15 i o
Day Telephone:
./
City
State
Zip
oolhh
4Q
Date Application Expires:
b31 1C
H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc
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Staff Initials: divik._
Page 6 of 6
1
PLUMBING AND GAS PIPING PE ' INFORMATION — 206 - 431 -3670
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name:
Mailing Address:
State Zip
Contact Person:
E -Mail Address:
Contractor Registration Number: Expiration Date:
City
Day Telephone:
Fax Number:
Valuation of Plum g work (contractor's bid price): $
Valuation of Gas Pip`1. _ work (contractor's bid price): $
Scope of Work (please ; •vide detailed information):
Building Use (per Int'l Building Cod
Occupancy (per Int'l Building Code):
Utility Purveyor: Water:
Sewer:
Indicate type of plumbing fixtures and/or gas pipin_ • ,. tlets g installed and the quantity below:
Fixture Type:
Qty
Fixture Type:
,qty
Fixture Type:
Qty
Fixture Type:
Qty
Bathtub or combination
bath/shower
Bidet
Clothes washer, domestic
Dental unit, cuspidor
Dishwasher, domestic,
with independent drain
Drinking fountain or '
water cooler (per h: r. •)
'
-
Food -waste grinder,
commercial
Floor Drain
Shower, single head trap
Lavatory
; ash fountain
i;.
Receptor, indirect waste
Sinks
Urinals
'tc Closet
"'
`s.1,
Building sewer and each
trailer park sewer
Rain water system — per
drain (inside building)
Water heat ' and/or vent
Indus waste treatment
intercepto , including trap
and vent, e•,: 't for kitchen
type grease i 'i' , ceptors
Each grease trap
(connected to not more
than 4 fixtures - <750
gallon capacity)
Grease interceptor for
commercial kitchen ( >750
gallon capacity)
Re . r or alteration of
w : -r piping and/or water
. atment equipment
Repair or alter, of
drainage or vent ;ng
Medical gas piping
system serving 1 -5
inlets /outlets for a
specific gas
Each additional medical
gas inlets /outlets greater
than 5
Backflow protective
device other than
atmospheric -type vacuum
breakers 2 inch (51 mm)
diameter or smaller
Backflow protective dev':;
other than atmospheric -typ e.
vacuum breakers over 2
inch (51 mm) diameter
,,
Each lawn sprinkler
system on any one meter
including backflow
protection devices
Atmospheric -type vacuu •
breakers not included in
lawn sprinkler backflo
protections (1 -5)
Atmospheric -type
vacuum breakers not
included in lawn
sprinkler backflow
protections over 5
Gas piping outlets
H.\Applications\Forms- Applications On Line12010 Applications17 -2010 - Permit Application.doc
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Page 5 of 6
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: //www. ci. tukwi la. wa. us
Parcel No.: 0005800028
Address: 15668 WEST VALLEY HY TUKW
Suite No:
Applicant: WEST VALLEY DENTAL
RECEIPT
Permit Number: D10-258
Status: APPROVED
Applied Date: 09/15/2010
Issue Date:
Receipt No.: R10 -01937
Payment Amount: $474.30
Initials: JEM Payment Date: 09/29/2010 01:07 PM
User ID: 1165 Balance: $0.00
Payee: JOSEPH W ROGERS, J & L CONSTRUCTION
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd MC
Authorization No. B08137
ACCOUNT ITEM LIST:
Description
474.30
Account Code Current Pmts
BUILDING - NONRES
STATE BUILDING SURCHARGE
000.322.100 469.80
640.237.114 4.50
Total: $474.30
doc: Receiot -06 Printed: 09 -29 -2010
•
City of Tukwila
Department of Community Development
6300 Southccnter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http://www.ci.tukwila.wa.us
Parcel No.: 0005800028
Address: 15668 WEST VALLEY HY TUKW
Suite No:
Applicant: WEST VALLY DENTAL
RECEIPT
Permit Number: D10-258
Status: PENDING
Applied Date: 09/15/2010
Issue Date:
Receipt No.: R10 -01832
Initials:
User ID:
Payee:
JEM
1165
Payment Amount: $305.37
Payment Date: 09/15/2010 09:48 AM
Balance: $474.30
JOSEPH W ROGERS
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 99991 305.37
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 305.37
Total: $305.37
PAYMENT
RECEIVED
doc: Receiot -06 Printed: 09 -15 -2010
t!. • :L-• 71 ' • '-:-. ' ' 77.
INItVECTION RECORD
Retain a copy with permit
INSPECTRIN NO.
01 - Z.5g•
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 I*" (206) 431-3670
Permit Inspection Request Line (206) 431-2451
Project:
etrey -)L icr•AL...-
x. srvu
Type of Inspection:
C • /1/4.) A L B.) : ' 0 : A6
I.
Address:
c(o VV- Ufrakey
(og
Date Called:
Special Instructions:
Date Wanted: a.m.
--? --S-"-- i f
Requester:
Pholeg:3 — 29 0 , s, (03 (
Approved per applicable codes. Corrections required prior to approval. • •
COMMENTS:
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Date:
EINS ECTION FEE REQUIRE. Prior to n t inspection. fee mug:t.be • .... • :-.. '
y_AAJO 1 --'1 -7-.3-- ( ) .,..,. •
i.•
aid 6300 Southcenter Blvd.. Suite 100. C ll to schedule t'einspection..:::A.::::
-::.,:;:-... •
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., • ' CITY. OF TUKWILA BUILDING DIVISION . •
...=. •• 6300 Southcenter Blvd.•- #1100, Tukwila: WA 981.88' • • • (206) 431'=3670'•- ..
' Permit Inspection Request Line (206) 431 -2451
INSPECTt:`O'N:.RECORD.
Retain copy }, with permit'
I PECTION NO. PERMIT Na • .
4
1Jit% -add _
•
• • 1
t.'
Project:
1(J6;.$7' W ILE y
A&
Type of Inspection:
- Pi. _ Ain.i. -
.•..
•
:1_
AddresS:
/sea etiviwe
Date Called:
: ..
'Y !
Special Instructions:
•
•, -• •. •.. ,: l
•
Date Wanted:
„2 .....22.-//
""m.,
P.m:
Requester:
i
t
Phone No:
� r
❑ Approved per applicable codes.. XCorrections regbired prior to.apprpyal. 2I:0
COMMENTS:
•
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rJLV
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,err
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Inspecto +
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Date:
1SPECTION FEE REQU:IRE�1
d at 6300 SouthcenterBtvd.,
Prior tb
site 10
xt inspection. fee must be
A. Call to schedu1e,reinspection. •
,may..', :; .. '?4S ld. '4T t • .sort -etskx iG' Lors4-.+`/C3
CARLISLE'S
Su -WELD
FILE C PY
Permit No.,
Code Approval Guide
Table of Contents
March 2010
General Guidelines for Underwriters Laboratories and FM Approvals Code Compliance
Sure -Weld Mechanically- Fastened Roofing Systems:
UL Approvals 1
FM Approvals - Field Sheet Securement Criteria 3
FM Approvals - Class 1 Roof Deck Construction/Insulation Approvals 5
Sure -Weld Metal Retrofit Roofing System — UL and FM Approvals 6
Sure -Weld Adhered Roofing Systems:
UL Approvals 7
FM Approvals 9
National, State, City Building Code Approvals 23
Other Approvals 23
600163
REVIEWED FOR
CODE COMPLIANCE
APPROVE
SEP 2 7 2010
City of Tukwila
BUILDING DIVISION
ECEIV
cmRr OF a.,6
cFP 15 2010
PERMIT CENT
Carlisle SynTec Incorporated
to 2i
CARLISLE SYNTEC INCORPORATED
CODE APPROVAL GUIDE
March 2010
INTRODUCTION
This Code Approval Guide addresses both general information pertaining to Underwriters Laboratories (UL)
and FM Approvals (FM) test criteria as well as specific UL and FM code approvals achieved with Carlisle's
Sure- WeldTM Adhered and Mechanically- Fastened Roofing Systems. Various independent test laboratory
results along with national building code approvals are also identified in this guide. Code approvals
available with Carlisle's FleeceBACKTM, Hot Mopped and Sure -Seal® Roofing Systems are identified in
separately published Code Approval Guides.
Code ratings are categorized by roof system type (Mechanically- Fastened, Adhered) and are separated into 2
sections; UL Approvals and FM Approvals. Underwriters Laboratories rated roof assemblies are grouped
according to deck type (non- combustible or combustible) and are further categorized by the severity of fire
exposure (Class A, B or C). FM Approvals approved assemblies are categorized according to deck type and
the specific type of construction (new, tear -off or retrofit).
The listed assemblies contained in this guide are grouped generically based on deck classification. Specific
substrate requirements for each Carlisle Roofing System can be identified in the respective Carlisle
Specifications.
In the UL and FM Approvals throughout this guide, when multiple layers of insulation are referenced, the
product listed first identifies the insulation directly below the membrane. For example; a listing of HP
Recovery Board /Polyisocyanurate indicates the HP Recovery Board is installed directly under the membrane.
A listing of Gypsum Board/Polystyrene indicates the Gypsum Board is installed directly under the
membrane.
600163 i S/W Codes 3/2010
i
•
General Guidelines for
Underwriters Laboratories and FM Approvals
Code Compliance
These guidelines are intended to focus on the essential criteria to be followed when an Underwriters Laboratories (UL) and/or FM
Approvals (FM) approved assembly is specified. Generally, the Carlisle published specifications reflect the minimum
requirements necessary to obtain the applicable Carlisle warranty. Code requirements are not specifically covered in the
Carlisle specifications and are considered to be above and beyond the provisions of the Carlisle warranty.
Individuals specifying an approved assembly or selecting various products to achieve a specific UL/FM rating must recognize the
importance of ensuring proper component selection to fully comply with the most current listings published. All materials used in
the roofing system must be UL and/or FM approved and must have been tested together as part of a complete roofing
assembly.
In addition to the code approval listings in this guide, information pertaining to approved assemblies can also be obtained directly
from UL and FM as follows:
1. Underwriters Laboratories On -Line Certifications Directory (uLcom).
2. FM Approvals RoofNav website (roofnay.com). FM RoofNav assembly numbers can be obtained from this website.
Underwriters Laboratories, FM Approvals and ANSI /SPRI WD -1 Clarifications /Enhancements:
A. Underwriters Laboratories
1. The criteria required to obtain UL external fire ratings (Class A, B or C) can be identified in this guide or can be
searched for on the UL website using the UL Category Code TGFU. UL ratings approved for use on combustible decks
are also acceptable on non - combustible decks.
2. For UL internal fire ratings (hourly constructions - P Numbers), search the UL website using the UL Category Code
BXUV.
B. FM Approvals
Uplift ratings listed in this guide are for the field of the roof. Additional requirements /enhancements are required by FM in the
perimeter and corner areas, for deck securement and for perimeter nailer /edge attachment. Refer to FM Property Loss Prevention
Data Sheets 1 -28, 1 -29 and 1 -49 for specific requirements. On FM insured projects, the local FM insuring agent MUST review
and approve the proposed roofing assembly prior to installation. When FM is not the insuring entity for the building, use the
Approved American National Standard ANSI/SPRI WD -1 for design purposes.
C. APPROVED AMERICAN NATIONAL STANDARD ANSI/SPRI WD -1
The ANSI/SPRI Wind Design Standard Practice for Roofing Assemblies should be referenced when a project is not FM
insured. This document was developed as a consensus National Standard and provides a methodology for designing for wind
uplift resistance of roofing system assemblies. Insulation fastening patterns are included in this document. The fastening
patterns are approved for use by Carlisle.
SUMMARY
Due to complexity of the code documents and the variety of information that must be reviewed, it is important to consult with
Carlisle and other respective manufacturers concerning the most current available approvals.
• Prior to project bid - Products specified by the architect must be thoroughly investigated to determine if the specified rating
can be achieved and local building codes must be consulted regarding any additional requirements.
• Prior to installation - Project managers should review the code requirements with field construction personnel to ensure
compliance with project requirements.
Upon completion of the roofing installation, each project is inspected by a Carlisle Technical Representative to ensure
compliance with Carlisle's current specification requirements for the issuance of the applicable warranty. However, this
inspection is not for the purpose of verifying code compliance.
600163 - SWCodes
ii
3/2010
0
Sure- We1dTM (TPO) Mechanically- Fastened Roofing System
Underwriters Laboratories Approvals
Membrane Type: .045" or .060" Sure -Weld Standard Reinforced Membrane (White, Gray or Tan)
.045" or .060" Sure -Weld HS Reinforced Membrane (White, Gray or Tan)
.072" or .080" Sure -Weld EXTRA Reinforced Membrane (White. Grav or Tan)
UL Class "A"
Deck Type
Insulation (1)
Thickness
Maximum Slope
Sure -Weld
Standard or
EXTRA
Sure -Weld
HS
Non - Combustible
and Combustible
(For combustible
decks, gypsum board
must be installed.
beneath the
insulations listed)
(2)(3)(4)
Carlisle Polyisocyanurate HP -H, SecurShield
Any
1/2 "*
1 -1/2"
Insulfoam SP (5)
1/2"
1/2"
Carlisle HP Recovery Board •
Carlisle HP Recovery Board/Polyisocyanurate
Carlisle HP Recovery Board/Polystyrene (5)
1/2" - 3"
1/2" Min. /Any
1/2" Min. /Any
1 -1/2"
1 -1/2"
OSB APA rated
OSB APA rated/Polyisocyanurate
OSB APA rated/Polystyrene
7/16"
7/16" Min. /Any
7/16" Min. /Any
Combustible (6)
Gypsum Board
Gypsum Board/Polyisocyanurate
Gypsum Board/Polystyrene
1/2" (2)(4)
1/2" /Any (2)(4)
1/2" /Any (2)(4)
3" Standard
2-1/2" EXTRA
Unlimited **
Carlisle Polyisocyanurate SecurShield (4)
3" Min.
1/2"
1 -1/2"
Polyisocyanurate listed above over 2 layers of
Carlisle FR Base Sheet 1 S
Any /2 layers
1/2"
1/2"
Two layers Carlisle FR Base Sheet IS
Two layers of
Base Sheet
1/2"
1/2"
Approved
Lightweight
Insulatin Concrete
Direct Application
N/A
3" Standard
2 -1/2" EXTRA
Unlimited
* - 3/4" per foot slope for SecurShield on non - combustible decks only
** - Maximum slope for Securock is 3" per foot
Notes:
(1) When multiple insulation layers are listed (i.e., HP Recovery Board/Polyisocyanurate), the insulation listed first (HP Recovery Board) is
directly under the membrane.
(2) Minimum 1/2" thick gypsum board can be a classified or unclassified material with a minimum weight of 1.84 pounds per square foot.
1/4" thick Carlisle /Georgia Pacific Dens -Deck or Georgia Pacific Sound Deadening Board with a minimum weight of 1.09 pounds per
square foot may be substituted for 1/2" thick gypsum board.
(3) On Retrofit/No Tearoffprojects, where the existing roof is Class A rated, gypsum board may be eliminated. Existing Class B or C rated
roofs will require use of gypsum board to achieve a Class A rating, otherwise, the new roofing system will retain existing UL rating.
(4) Insulation joints (bottom layer) are to be staggered a minimum of 6" from joints in wood deck.
(5) Assembly not permitted on combustible decks, even with gypsum board underneath.
(6) Combustible deck ratings can be used on non - combustible decks.
600163 SW Codes 1 3/2010
4-
Sure- We1dTM (TPO) Mechanically- Fastened Roofing System
Underwriters Laboratories Approvals
Membrane Type:
.045" or .060" Sure -Weld Standard Reinforced Membrane (White, Gray or Tan)
.045" or .060" Sure -Weld HS Reinforced Membrane (White, Gray or Tan)
.072" or .080" Sure -Weld EXTRA Reinforced Membrane( White, Gray or Tan)
UL Class "B"
Deck Type
Insulation (1)
Thickness
Maximum Slope
Sure -Weld
Standard or
EXTRA
Sure -Weld
HS
Combustible
(2)(3)
Carlisle Polyisocyanurate SecurShield (2)
1.9" Min.
1/2"
1/2"
Polyisocyanurate (on Page 1) over Carlisle FR Base
Sheet 1S
1 -1/2" Min./
Base Sheet
1/2"
1"
HP Recovery Board/Polyisocyanurate over Carlisle
FR Base Sheet 1S
1/2 " /1" Min./
Base Sheet
1"
1"
HP Recovery Board/ Carlisle FR Base Sheet 1S
1" Min./Base
Sheet
1"
1"
One Layer Carlisle FR Base Sheet 1S
One Layer Carlisle FR Base Sheet 1S over minimum
Class B Smooth BUR, mineral cap sheet or Modified
Bitumen
One Layer of
Base Sheet
1/2"
1/2"
Inverted G3 Cap Sheet
Cap Sheet
UL Class "C"
Non- Combustible
Polyisocyanurate listed on Page 1
Any
Unlimited
Unlimited
Combustible
Polyisocyanurate listed on Page 1
2" Min.
Unlimited
Unlimited
Existing UL Rating Retained
Non- Combustible
or Combustible
None — Direct to min. UL Class C rated Type III or
IV Smooth Asphalt BUR, Mineral Cap Sheet
Modified Bitumen or approved single -ply to remain
N/A
1/2"
1/2"
Carlisle FR Base Sheet 1S over existing min. UL
Class "C" rated Type III or IV Smooth Asphalt
BUR, Mineral Cap Sheet, Modified Bitumen or
approved single -ply to remain
Base Sheet
1/2"
3/4"
Max. 1" Insulfoam R -Tech or SP over minimum
Class C smooth or gravel surface (gravel maintained)
BUR, mineral cap sheet or Modified Bitumen
Max. 1"
1/2"
1/2"
Notes:
(1) When multiple insulation layers are listed (i.e., HP Recovery Board/Polyiso), the insulation listed first (HP Recovery Board) is directly
under the membrane.
(2) Insulation joints (bottom layer) are to be staggered a minimum of 6" from joints in wood deck.
(3) Combustible deck ratings can be used on non - combustible decks.
(4) Assembly acceptable for white Sure -Weld membrane only.
600163 - SWCodes 2 3/2010
Sure- We1dTM (TPO) Mechanically- Fastened Roofing System
FM Approvals and Equivalencies
A. FM Approvals - Field Sheet Securement Criteria (1)(2)(3)
Membrane Type: .045" or .060" Sure -Weld Standard Reinforced Membrane (White, Gray or Tan)
.045" or .060" Sure -Weld HS Reinforced Membrane (White, Gray or Tan)
.072" or .080' Sure -Weld EXTRA Reinforced Membrane (White, Gray or Tan)
Membrane Width
(2)
Fastener /Plate
(3)
Spacing
Min. 22 Gauge
Grade C Steel
Min. 22 Gauge
Grade E Steel (4) or
Structural Concrete
Wood
• Deck (7)
Min. 18
Gauge
Steel
Sure -Weld
Standard
or EXTRA
Sure-
Weld
HS
Sure -Weld
Standard
or EXTRA
Sure-
Weld
HS
Sure -Weld
Standard
or EXTRA
Sure -Weld
Standard
or EXTRA
4 foot (6)
HP- X/Piranha
6"
1-165
1 -165
-
12"
1 -105
-
1 -105
-
8 Foot
HP- X/Piranha
6"
1 -105
(12442 -0 -0)
-
1 -135
(12496 -0 -0)
-
1 -90
12"
1 -60
1 -60
1 -90
1 -75
1 -75
HP- Xtra/Piranha
Xtra
12"
1 -90
(143000 -0 -0)
1 -75
1 -90
(143000 -0-
0)
1 -75
-
10 Foot
HP- X/Piranha
6"
1. -105
(140986 -0 -0)
1 -90
1 -120
(12571 -0 -0)
1 -105
-
-
9" (5)
1 -75 (5)
1 -60 (5)
1 -90 (5)
1 -90 (5)
12"
1 -60
-
1 -75
1 -60
1 -90
HP- Xtra/Piranha
Xtra
6"
1 -120
1 -120
-
12"
1 -60
-
1 -90
(12788 -0 -0)
12 Foot
HP- X/Piranha
6"
1 -105
(140986 -0 -0)
-
1 -120
(141052 -0-
0)
1 -75
-
9" (5)
1 -75 (5)
1 -60 (5)
1 -75 (5)
-
12"
1 -60
(140548 -0 -0)
-
1 -60
1 -60
HP-Xtra/Piranha
Xtra
6"
1 -120
(141023-0-0)
-
1 -120
(141052-0 -
0)
-
9" (5)
1 -75 (5)
-
1 -75 (5)
-
12"
1 -60
-
1 -60
-
(RoofNAV Number) — for selected systems directly over Polyiso HP -H
Notes:
(1) For roof deck construction (new, tearoff or retrofit), approved insulations and maximum roof slopes, refer to item C on page 5.
(2) Refer to Carlisle Specifications for minimum requirements regarding sheet widths and fastener spacing. •
(3) On steel decks, Carlisle HP -X Fasteners and Piranha Plates or HP -Xtra Fasteners and Piranha Xtra Plates are required as identified in the
above chart. On structural concrete decks, CD -10, HP Concrete Spikes or HD 14 -10 Fasteners are used with Piranha Plates.
(4) Testing conducted on FM approved 22 gauge Grade E steel decking (ASTM Designation A611 or A653 Grade 80). Refer to FM
requirements for deck installation.
(5) Formal FM approval is not available with fasteners at 9" o.c. Wind uplift resistance testing was successfully completed in accordance with
FM 4470 procedures.
(6) Ratings achieved using steel decking attached to structural purlins spaced 5' o.c.
(7) FM Approved fire- retardant (FR) treated lumber, minimum 1.5" thick (nominal 2 "), or plywood wood deck, minimum 23/32" thick
(nominal 3/4 ") fastened to structure using FM approved fasteners and densities.
600163 - SWCodes
3 3/2010
B. 1 -90 (90 psf) Wind Uplift Equivalency Rating
Wind uplift testing has been completed in accordance with the FM 4470 Test Procedure which was witnessed and
certified by Architectural Testing, Incorporated, an industry recognized Independent Testing Laboratory. Over a 22
gauge Grade E steel roof deck, the following results were obtained using HP -X Fasteners and Piranha Plates for
membrane securement. The Performance Test Report is on file and available from Carlisle.
Membrane Tvue:.045" or .060" Sure -Weld Standard Reinforced Membrane (white, gray or tan
90 psf Uplift Resistance (1 -90 Equivalency
on 12' x 24' Table)
. Deck Type
Field Membrane Width
Fastener Spacing
Insulation Type and
Thickness
Insulation Fastening
Min. 22 gauge
10'
(See notes 1 and 3
above)
12"
Per Carlisle Specification
Per Carlisle Specification
600163 - SWCodes
4 3/2010
Sure- We1dTM (TPO) Mechanically- Fastened Roofing System
FM Approvals
C. FM Class 1 Roof Deck Construction and Insulation Approvals (1)
Membrane Type:
.045" or .060" Sure -Weld Standard Reinforced Membrane (White, Gray or Tan)
.045" or .060" Sure -Weld HS Reinforced Membrane (White, Gray or Tan)
.072" or .080" Sure -Weld EXTRA Reinforced Membrane (White, Gray or Tan)
Deck Type
Insulation (2)
Insulation
Thickness
Maximum Slope for
ASTM E -108 Class "A" Rating
Sure -Weld
Standard or
EXTRA
Sure -Weld
HS
New
Construction/Tearoff:
Steel (Minimum 22
gauge)
Structural Concrete
Wood (5)
Retrofit (No Tearoft)
(4)
Structural Concrete
Carlisle HP Recovery Board or FM
App'd High Density Wood Fiberboard
1 /2 Min.
1 -1/2" (with
Fiberboard or
Securock
overlay)
5"
(with Dens Deck
overlay and Sure-
Weld Standard)
3" (with Dens-
Deck overlay and
Sure -Weld
EXTRA)
2" (with
Fiberboard
or Securock
overlay)
5"
(with Dens -
Deck
overlay)
Carlisle HP Recovery Board
(min. 1/2 "), Dens -Deck (min. 1/4 ") or
Securock (min. 1/4 ") Over:
FM Approved Insulation(3)
Refer to FM
RoofNav
website
Carlisle Polyisocyanurate HP -H
1.5" - 12"
1/2"
1 -1/2"
Retrofit (No Tearoff)
(4):
Steel (Minimum 22
gauge)
Carlisle HP Recovery Board
1/2" - 1"
1 -1/2"
2"
Carlisle Polyisocyanurate HP -H
1" Max.
1/2"
1 -1/2"
Notes:
(1) The fastener spacing for membrane securement is dependant on the deck type, desired wind uplift rating and the Carlisle Fastening
Plate and Fastener utilized as identified on page 3.
(2) Insulation shall be fastened in accordance with Carlisle Specifications.
(3) On steel decks, a thermal barrier of FM approved gypsum board is required under expanded or extruded polystyrene. For specific
thermal barrier requirements, refer to FM's RoofNAV web -site.
(4) Existing roof must be FM Class 1 rated.
(5) FM Approved fire- retardant (FR) treated lumber, minimum 1.5" thick (nominal 2 "), or plywood wood deck, minimum 23/32" thick
(nominal 3/4 "). A thermal barrier of FM approved gypsum board is required under all insulations. For specific thermal barrier
requirements, refer to FM's RoofNAV web -site.
600163 - SWCodes 5 3/2010
SURE -WELD METAL RETROFIT
ROOFING SYSTEM
UNDERWRITERS LABORATORIES (UL) APPROVALS
The UL ratings achieved with the Metal Retrofit Roofing System are identical to the approvals listed for the
Sure -Weld Mechanically- Fastened Roofing System over non - combustible decks depending on the membrane
selected. These ratings are listed on pages 1 and 2.
FM APPROVALS
As referenced in FM Approvals Loss Prevention Data Sheet 1 -31, the method of recovering an existing
metal roof system with a single -ply mechanically fastened roofing system where the membrane is secured
through the existing metal roof directly to the structural purlins is recognized as an appropriate recovery
system when installed per the recommendations of FM.
As a standard FM Approvals requirement, additional membrane and insulation securement is necessary in
the corner and/or perimeter areas as outlined in FM Property Loss Prevention Data Sheets 1 -28, 1 -29 and 1-
31. These bulletins should be reviewed in their entirety for specific requirements concerning insulation types,
fastening enhancements and other items that may be necessary.
600163 - SWCodes 6 3/2010
Membrane Type:
Sure- We1dTM (TPO) Adhered Roofing System
Underwriters Laboratories Approvals
.045" or .060" Sure -Weld Standard Reinforced Membrane (White, Gray or Tan)
.045" or .060" Sure -Weld HS Reinforced Membrane (White, Gray or Tan)
.072" or .080" Sure -Weld EXTRA Reinforced Membrane (White, Gray or Tan)
UL Class "A"
Deck Type
Insulation. (1)(2)
Thickness
Bonding
Adhesive
Maximum Slope
Standard
Sure -Weld
Sure -Weld
HS
Sure -Weld
EXTRA
Non -
Combustible
and Combustible
(For combustible
decks, gypsum
board must be
installed beneath
the insulations
listed)
(3)(4)(5)
Carlisle Polyiso HP -H,
SecurShield
Any
Sure -Weld
Bonding
Adhesive
(SW) or Low
VOC Bonding
Adhesive
(LV)
1/8"
1/2"
1/8"
Aqua
120 (AQ 120)
3/8"
1/2"
3/8"
APA Rated Oriented Strand
Board (OSB)/Polyiso
OSB/Polystyrene
7/16" /Any
7/16" /Any
SW/LV
1 -1/2"
1"
1/4"
(3/4" for
Class B)
Carlisle HP Recovery Board
Carlisle HP Recovery
Board/Polyiso
Carlisle HP Recovery
Board/Polystyrene (8)
1/2" - 3"
1/2"
Min/Any
1/2"
Min/Any
SW/LV
1 -1/2"
1"
1/4"
AQ 120
1/2"
1"
1/2"
Combustible
(5)(7)
Dens -Deck Prime (6)
Dens -Deck Prime or
Securock/Polyiso
Dens -Deck Prime or
Securock/Polystyrene
1/4" (6)
1/4" /Any
1/4" /Any
SW/LV
3"
Unlimited*
2 -1/2"
AQ 120
1
1" (3" for
Class B)
1
Carlisle Polyiso SecurShield
(5)
3" Min.
SW/LV
1/8"
1/2"
1/8"
AQ 120
3/8"
1/2"
3/8"
Polyiso listed above over 2
layers of Carlisle FR Base
Sheet iS
Any / 2
layers
SW/LV
1/8"
1/2"
1/8"
AQ 120
3/8"
1/2"
3/8"
Structural
Concrete or
Approved Ltwt.
Ins. Conc.
N/A
N/A
SW/LV
3"
Unlimited
2"
AQ 120
1"
1" (3" for
Class B)
1"
* - Maximum slope with Securock is 3" per foot
Notes:
(1) When multiple insulation layers are listed (i.e., HP Recovery Board/Polyisocyanurate), the insulation listed first (HP Recovery Board) is
directly under the membrane.
(2) Insulation may be mechanically fastened, attached with FAST Adhesive, Type III or IV asphalt or UL approved cold adhesive.
(3) Minimum 1/2" thick gypsum board can be a classified or unclassified material with a minimum weight of 1.84 pounds per square foot.
1/4" thick Carlisle /Georgia Pacific Dens -Deck or Georgia Pacific Sound Deadening Board with a minimum weight of 1.09 pounds per
square foot may be substituted for 1/2" thick gypsum board.
(4) On Retrofit/No Tearoff projects, where the existing roof is Class A rated, the gypsum board may be eliminated. Existing Class B or
C rated roofs will require the use of gypsum board to achieve a Class A rating, otherwise, the new roofing system will retain existing UL
rating.
(5) Insulation joints (bottom layer) are to be staggered a minimum of 6" from joints in wood deck.
(6) Dens -Deck Prime cannot be installed directly over an existing roofing membrane.
(7) Combustible deck ratings can be used on non - combustible decks.
(8) Assembly not permitted on combustible decks, even with gypsum board underneath.
600163 - SWCodes
7 3/2010
Membrane Type:
Sure- We1dTM (TPO) Adhered Roofing System
Underwriters Laboratories Approvals
.045" or .060" Sure -Weld Standard Reinforced Membrane (White, Gray or Tan)
.045" or .060" Sure -Weld HS Reinforced Membrane (White, Gray or Tan)
.072" or .080" Sure -Weld EXTRA Reinforced Membrane (White, Gray or Tan)
UL Class "B"
• Deck Type
Insulation (1)(2)
Thickness
Maximum Slope
Standard
Sure -Weld
Sure- Sure -Weld
Weld HS L EXTRA
Combustible
(3)(4)
Carlisle Polyisocyanurate SecurShield (3)
1.9" Min.
1/8"
1/2"
1 /8"
Polyiso listed on previous page (6)/FR
Base Sheet 1S
1 -1/2" Min./
Base Sheet
1/8
1/2
1/8
HP Recovery Board/Polyiso/FR Base
Sheet 1S
1/2" Min./
1" Min./Base
Sheet
1 -1/2"
1"
3/4"
HP Recovery Board/FR Base Sheet 1 S
1" Min./Base
Sheet
UL Class "C"
Non-
Combustible
Polyiso listed on previous page
Any
Unlimited
Unlimited
Unlimited
Combustible
Polyiso listed on previous page
2" Min.
Unlimited
Unlimited
Unlimited
Notes:
(1) When multiple insulation layers are listed (i.e., HP Recovery Board/Polyisocyanurate), the insulation listed first (HP Recovery Board) is
directly under the membrane.
(2) Insulation may be mechanically fastened, attached with FAST Adhesive, Type III or IV asphalt or UL approved cold adhesive.
(3) Insulation joints (bottom layer) are to be staggered a minimum of 6" from joints in wood deck.
(4) Combustible deck ratings can be used on non - combustible decks.
600163 - SWCodes 8 3/2010
Membrane Type:
Sure- We1dTM (TPO) Adhered Roofing System
FM Approvals
.045" or .060" Sure -Weld Standard Reinforced Membrane (White, Gray or Tan)
.045" or .060" Sure -Weld HS Reinforced Membrane (White, Gray or Tan)
.072" or .080" Sure -Weld EXTRA Reinforced Membrane (White. Grav or Tan)
FM Class 1A -60 and 1A -90 Ratings
Mechanically Fastened Insulation
Deck Type
Insulation
Bonding
Adhesive
Maximum Slope
Sure -Weld
Standard
Sure-
Weld
EXTRA
• Sure -
Weld
HS
New
.Construction/Tearoff:
Steel (Min. 22 gauge)
Structural Concrete
Wood (1)
Tectum (2)
Gypsum
(Tearoffonly) (3)
Retrofit
(No Tearoff) (4)
Structural Concrete
Gypsum (3)
1
Carlisle
Polyiso HP -H,
Securshield
Insulation Thickness:
1.5 " -12"
Insulation Fastening
Requirements for Steel.and
Struc. Conc. Decks:
Minimum Top Layer
Thickness 2"
8 fasteners and Plates per 4' x
8' board
Minimum Top Layer
Thickness 1.5"
10 fasteners and Plates per 4'
x 8' board
Sure -
Weld
Bonding
Adhesive
/ Low
VOC ••
Bonding
Adhesive
1/2"
(13222 -0 -0)
1/4"
1"
Aqua-
Base 120
3/4"
(145761 -0 -0)
3/4"
3/4"
(RoofNAV Number) — for selected systems using 2" thick minimum top layer
Notes:
(1) FM approved wood decks, a gypsum board must be installed beneath the insulation listed. 16 fasteners per board required for all
membranes.
(2) FM approved Tectum decks must be minimum 2" thick. Insulation fasteners must penetrate the deck a minimum of 1 -1/2" for Class 1 -60
and 2" for Class 1 -90. 16 fasteners per board required for all membranes.
(3) Existing gypsum decks must be FM approved. Insulation fasteners must penetrate the deck a minimum of 1-1/2" for Class 1 -60 and 1 -90.
16 fasteners per board required for all membranes.
(4) Existing roof must be FM Class 1 rated.
600163 - SWCodes 9 3/2010
}
Membrane Type:
Sure- We1dTM (TPO) Adhered Roofing System
FM Approvals
.045" or .060" Sure -Weld Standard Reinforced Membrane (White, Gray or Tan)
.045" or .060" Sure -Weld HS Reinforced Membrane (White, Gray or Tan)
.072" or .080" Sure -Weld EXTRA Reinforced Membrane (White, Gray or Tan)
Deck Type
Insulation
Insulation
Thickness
Insul.
Fast. /
4'x8'
board
(Steel &
Conc.
Only)
Maximum Slope
Sure -Weld
Standard
Sure -Weld
EXTRA
Sure -Weld
HS
New
Carlisle HP
1/2" Min
Construction/Tearoff:
Recovery Board
Sure- Weld
Steel (Min. 22 gauge)
Carlisle HP
16
Bonding
Structural Concrete
Recovery Board
Adhesive /
( SW/LV)
Wood (2)
(min. 1/2 ") Over:
Low VOC
3/4"
( SW/LV)
Tectum (3)
FM Approved
See FM
Bonding
1 -1/2"
Gypsum (4)
Insulation (1)
RoofNAV
Adhesive
(Tearoff only)
Carlisle
1/4" Min.
1/4 "-
( SW/LV)
Securock
12 (1 -75)
1 -1/2
(AQ120)
Retrofit
(AQ120)
1 ".
(No Tearoff): (5)
Carlisle
1/2 "-
1"
Structural Concrete
Securock (Min.
10
Aqua -Base
Gypsum (4)
1/4 ") Over:
See FM
120 (AQ120)
FM Approved
RoofNAV
5/8 "-
1
Insulations (2)
8
Carlisle Dens
1/4 "-
(SW /LV)
( SW/LV)
Deck Prime
1/4" Min.
12
1 -1/2"
3/4"
Carlisle Dens-
"-
(92102 -0 -0)
(SW/LV)
Deck Prime
1/2
3-1/2"
(1/4" Min.)
12
(AQ120)
(AQ120)
OrApproved
5/8 "-
1"
(AQ120)
3"
FM Insulation (1)
See FM
RoofNAV
8
(95279 -0 -0)
1"
Retrofit
Carlisle HP
(SW/LV) 1-
(SW/LV)
( SW/LV)
(No Tearoff) (5):
Recovery Board
1/2"
3/4"
1 -1/2"
Steel (Min. 22 gauge)
(No additional
1/2" - 1"
16
Wood (2)
insulation
(AQ120)
(AQ120)
(AQ120)
Tectum (3)
permitted)
1
1"
l"
(SW /LV)
( SW/LV)
(SW/LV)
Carlisle Polyiso
1/2"
1/4"
1"
H
1" Max.
20
(AQ120)
(AQ 120)
(AQ120)
3% 4
3/4"
3/4"
( RoofNAV Number) — for selected systems using 1/4" thick Dens -Deck Prime top layer
Notes:
(1) On steel decks, a thermal barrier of FM approved gypsum board is required under expanded or extruded polystyrene insulation.
For specific thermal barrier requirements, consult the respective insulation manufacturer or refer to the current published FM
Approval Guide.
(2) On FM Approved wood decks, a gypsum board must be installed beneath the insulation listed. Polystyrene insulations must
incorporate 1/4" gypsum board in addition to standard thermal barrier requirements. 16 fasteners per board required for all
membranes.
(3) FM approved Tectum decks must be minimum 2" thick. Insulation fasteners must penetrate the deck a minimum of 1 -1/2" for
Class 1 -60 rating. 16 fasteners per board required for all membranes.
(4) Existing gypsum decks must be FM approved. Insulation fasteners must penetrate deck a minimum of 1 -1/2" for Class 1 -60
rating. 16 fasteners per board required for all membranes.
(5) Existing roof must be FM Class 1 rated.
600163 - SWCodcs
10 3/2010
Membrane Type:
Sure- We1dTM (TPO) Adhered Roofing System
FM Approvals
.045" or .060" Sure -Weld Standard Reinforced Membrane (White, Gray or Tan)
.045" or .060" Sure -Weld HS Reinforced Membrane (White, Gray or Tan)
.072" or .080" Sure -Weld EXTRA Reinforced Membrane (White, Gray or Tan)
FM 1A- 150(1)(2).and FM 1A -90 Ratings
Direct Adhesion to OSB (Oriented Strand Board)
FM 1A -105 over OSB with Aqua -Base 120
Deck Type (7)
Insulation (6)(8)
Insulation
Thickness
Maximum Slope
_
Maximum Slope
Deck Type (1)(2)
Insulation
Sure -Weld
Insulation
Sure -Weld
Sure -Weld
Sure -Weld
Thickness
Standard
EXTRA
Thickness
Standard
EXTRA
HS
New Construction/Tearoff
OSB (Oriented Strand Board) (3)(4)
1"
7/16" Min.
Carlisle Polyiso HP -H
2" 12"
(135476 -0 -0)
Steel (Min. 22 gauge)
OSB (Min. 7/16 ") (3) Over:
Structural Concrete
Carlisle Securock / Polyiso
1 -1/2"
3/4"
1 -1/2"
Structural Concrete
FM Approved Insulation (3)
See FM
(13335 -0 -0)
(13341 -0 -0)
(13335 -0 -0)
I
'
RoofNAV
(RoofNAV Number) for 1 -150 systems
FM 1A -150 Rating
Insulation Mechanically Attach_ ed
Deck Type (7)
Insulation (6)(8)
Insulation
Thickness
Maximum Slope
Deck Type (1)(2)
Insulation (5) (6)
Insulation
Sure -Weld
Sure -Weld
Sure -Weld
2" — 12"
1/2"
Thickness
Standard
EXTRA
HS
New Construction /Tearoff
3/4"
1 -1/2"
1/2"
1/4"
1"
Steel (Min. 22 gauge)
Carlisle Polyiso HP -H
2" 12"
(135476 -0 -0)
(135474 -0 -0)
(135477 -0 -0)
Structural Concrete
Carlisle Securock / Polyiso
1/2" Min. /
See Page?
1 -1/2"
3/4"
1 -1/2"
RoofNAV Number) for selected systems
FM 1A -225 Rating
Insulation Mechanically Attached
Deck Type (7)
Insulation (6)(8)
Insulation
Thickness
Maximum Slo
3e
Sure -Weld
Standard
Sure -Weld
EXTRA
Sure -Weld
HS
New Construction/Tearoff
Steel (Min. 22 gauge)
Structural Concrete
Carlisle Polyiso SecurShield
2" — 12"
1/2"
1/4"
1"
Carlisle Securock/ Polyiso
1/2" Min. / See
Page 9
1 -1/2"
3/4"
1 -1/2"
Notes:
(1) For FM 1 -150 rating, testing was conducted on FM approved 22 gauge Grade C steel roof deck.
(2) OSB (oriented strand board) shall be APA rated. Provide minimum 1/8" gaps between OSB boards.
For FM 1 -150 rating, OSB shall be fastened with 17 Carlisle Fasteners /Insulation Plates per 4' x 8' board in the field of the
roof.
(3) On steel decks, a thermal barrier of FM approved gypsum board is required under expanded or extruded polystyrene insulations.
For specific thermal barrier requirements, consult the respective insulation manufacturer or refer to the current published FM
Approval Guide.
(4) Care must be exercised during Bonding Adhesive application since 1/8" gaps are required between OSB Boards and solvent from
adhesive will degrade polystyrene products.
(5) Insulation fastened with 20 HP fasteners and Sure -Seal insulation plates per board in the field of the roof
(6) Top layer must be 2" thick
(7) Testing was conducted on FM approved 22 gauge Grade C steel roof deck attached per 1 -29 Loss Prevention Data Bulletin
corner requirements. FM 1 -240 rating is available over FM approved 22 gauge Grade E steel roof deck
(8) Insulation fastened with 32 HP fasteners and Sure -Seal insulation plates per board
600163 - SWCodes 11 3/2010
Membrane Type:
Sure- We1dTM (TPO) Adhered Roofing System
FM Approvals
.045" or .060" Sure -Weld Standard Reinforced Membrane (White, Gray or Tan)
.045" or .060" Sure -Weld HS Reinforced Membrane (White, Gray or Tan)
.072" or .080" Sure -Weld EXTRA Reinforced Membrane (White, Gray or Tan)
FM Ratings
Direct Application Over Lightweight Insulating Concrete
Deck Type
Insulation
Uplift
Rating
Maximum Slope
Sure -Weld
Standard
Sure -Weld
EXTRA
Sure -Weld HS
New FM Approved
Celcore Lightweight
Insulating Concrete
poured over Steel
Decking (1)
None — Direct
Application
1 -135
1 -1/2"
3/4"
1-1/2"
New FM Approved
Elastizell Lightweight
Insulating Concrete
poured over Steel
Deckin
1 -90
New FM Approved
Celcore Lightweight
Insulating Concrete
poured over Struc.
Conc. Decking
1 -270
New FM Approved
Elastizell Lightweight
Insulating Concrete
poured over Struc.
Conc. Decking
1 -180
Notes:
(1) Testing conducted on minimum 22 gauge FM approved Grade C steel decking fastened to the purlins spaced 5' o.c. For
decks secured to purlins spaced 6' o.c., the maximum uplift rating is 1 -120.
600163 - SWCodes
12 3/2010
Membrane Type:
Sure- We1dTM (TPO) Adhered Roofing System
FM Approvals
.045" or .060" Sure -Weld Standard Reinforced Membrane (White, Gray or Tan)
.045" or .060" Sure -Weld HS Reinforced Membrane (White, Gray or Tan)
.072" or .080" Sure -Weld EXTRA Reinforced Membrane (White, Gray or Tan)
FM Ratings (3)
Insulation Attachment to Structural Concrete with FAST Adhesive
Deck Type
Insulation (1)
Insulation
Thickness
Uplift
Rating
Maximum Slope
Sure -Weld
Standard
Sure -Weld
EXTRA
Sure -Weld
HS
New
Sure Weld
Construction/
Bonding
Tearoff:
Adhesive.
(SW /LV)
Structural
1 -705
(SW) or Low
1/4„
(SW/LV)
Concrete
Carlisle Polyiso HP -H
VOC Bonding
Adhesive
(68669 -0 -0)
1"
SecurShield (5)
1.5"-12"
(LV) 1/2"
(66512 -0 -0)
Aqua Base
(AQ 120)
(AQ 120)
1 -180
120 (AQ 120)
3/4"
3/4"
3/4"
(141213 -0 -0)
(141213 -0 -0)
(141213 -0 -0)
Carlisle Dens -Deck Prime/
1/4" Min./
( SW/LV)
(SW /LV)
(SW /LV)
Polyiso
(See
1 -1/2"
3/4"
3 -1/2"
Extruded Polystyrene (2)
RoofNAV)
(161393 -0 -0)
(161394 -0 -0)
(163213-0-0)
EPS (4)
(AQ 120)
(AQ 120)
(AQ 120)
1"
1"
3"
OSB (Oriented Strand
7/16" /See
1 -465
Board)/Polyiso
Above
Carlisle Securock/Polyiso
1/4" Min. /See
Above
Carlisle HP Recovery Board
/EPS (4)
1 /2 "/FM
Approved
( SW/LV)
1 -1/2"
( SW/LV)
3/4"
(SW/LV)
1 -1/2"
Carlisle HP Recovery Board
1/2" Min.
1 -645
(161384 -0 -0)
(AQ 120)
(AQ 120)
(AQ 120)
Carlisle HP Recovery Board
over Polyiso (5)
1/2" Min. /See
above
1",
1"
1"
Carlisle Polyiso HP -H/ OSB
1.9 " -4"
1 -375
Composite
(RoofNAV Number) for selec ed systems
Notes:
(1) Carlisle 725 TR Vapor Retarder may be used beneath any of the insulations listed above and maintain the rating. Prior to installing Carlisle
725 TR Vapor retarder, apply CCW 702 -LV or Cav -Grip Primer as outlined in Carlisle's most current Specifications.
(2) Extruded Polystyrene must be Owens Corning Foamular or Dow Styrofoam.
(3) A maximum FM 1 -195 for Sure -Weld Standard/EXTRA and maximum 1 -240 for Sure -Weld HS uplift using Aqua Base 120.
(4) EPS must be FM approved and manufactured from BASF, Huntsman or Nova Beads.
(5) Limited to 1 -480 uplift when using SecurShield
600163 - SWCodes 13 3/2010
Membrane Type:
Sure- We1dTM (TPO) Adhered Roofing System
FM Approvals
.045" or .060" Sure -Weld Standard Reinforced Membrane (White, Gray or Tan)
.045" or .060" Sure -Weld HS Reinforced Membrane (White, Gray or Tan)
.072" or .080" Sure -Weld EXTRA Reinforced Membrane (White, Gray or Tan)
FM Class 1A -150 Ratings (1)
Insulation Attachment to Tectum with FAST Adhesive
Deck Type (1)
Insulation
Insulation
Thickness
Maximum Slope
Sure -Weld
Standard
Sure -Weld
EXTRA
Sure -Weld
HS
New Construction/
Tearoff:
Tectum (2" min.
deck thickness)
Carlisle Polyiso HP -H
SecurShield
1.5 " -12"
Sure -Weld
Bonding
Adhesive or Low
VOC Bonding
Adhesive
(SW/LV)
1/2"
Aqua Base 120
(AQ 120)
3/4"
( SW/LV)
1/4"
(AQ 120)
3/4"
(SW/LV)
1"
(AQ 120)
3/4"
Carlisle HP Recovery Board
1/2" Min.
( SW/LV)
1 -1/2"
(AQ 120)
1"
( SW/LV)
3/4"
(AQ 120)
1"
( SW/LV)
1 -1/2"
(AQ 120)
1"
Carlisle HP Recovery Board
over Polyiso
1/2" Min/
See above
Carlisle Securock over
Polyiso
1/4" Min/
See Above
Dens -Deck Prime
over Polyiso
1/4" Min/
See Above
(SW/LV)
1 -1/2"
(AQ 120)
1"
(SW/LV)
3/4"
(AQ 120)
10
(SW/LV)
3 -1/2"
(AQ 120)
3"
Notes:
I. FM approved minimum 2" thick by 31" wide Tectum deck secured to minimum 1/4" thick steel supports spaced a maximum of 3' on
center with two Construction Fasteners, Inc. 2" diameter metal plates and #14 Dekfast Fasteners per panel per support. Screws are
driven into 7/32" diameter pilot holes and are spaced 7 -1/2" from panel edges. Additional deck fastening required at perimeters and
corners per FM Loss Prevention Data Sheet 1 -28.
600163 - SWCodes
14 3/2010
Membrane Type:
Sure- We1dTM (TPO) Adhered Roofing System
FM Approvals
.045" or .060" Sure -Weld Standard Reinforced Membrane (White, Gray or Tan)
.045" or .060" Sure -Weld HS Reinforced Membrane (White, Gray or Tan)
.072" or .080" Sure -Weld EXTRA Reinforced Membrane (White, Gray or Tan)
FM Class 1A -90 Ratings
Base Layer Insulation Mechanically Fastened; .
Top Layer of Insulation Attached with FAST Adhesive Full Coverage or Extruded 12" o.c.(1)
Deck Type
Insulation
Maximum Slope
Sure -Weld
Standard
Sure -Weld
EXTRA
Sure -Weld
HS
New
Construction
or Tearoff:
Steel (Min. 22
gauge)
Wood (2)
Tectum (3)
Gypsum (4)
(Tearoff Only)
Base layer of 1/2" thick Dens - Deck/Dens-
Deck Prime (5) or FM approved
Polyisocyanurate insulation mechanically
fastened to the deck per standard FM Class
1 -90 requirements (including
enhancements at perimeters and corners).
Top Layer of minimum 1/2" thick Carlisle
HP Recovery Board, 1/4" thick Dens -Deck
Prime, 1/4" thick Securock, minimum
7/16" thick OSB or FM Approved Polyiso
(from this Guide) adhered over base layer
with FAST Adhesive
1 -1/2" with top layer
of HP Recovery
Board, OSB, Dens-
Deck or Securock
using Sure -Weld
Bonding Adhesive
or Low VOC
Bonding Adhesive
(SW/LV)
1" with top layer of
HP Recovery Board,
OSB, Dens -Deck or
Securock using
Aqua -Base 120
1/4" with top layer
of Polyiso using
(SW /LV)
3/4" with top layer
of Polyiso using
Aqua -Base 120
3/4" with top layer
of HP Recovery
Board, OSB, Dens-
Deck or Securock
using (SW/LV)
1" with top layer of
HP Recovery Board,
OSB, Dens -Deck or
Securock using
Aqua -Base 120
1/2" with top layer
of Polyiso using
(SW/LV)
3/4" with top layer
of Polyiso using
Aqua -Base 120
1 -1/2" with top layer
of HP Recovery
Board, Securock,
OSB or 3 -1/2" with
top layer of Dens -
Deck using
• (SW/LV)
1" with top layer of
HP Recovery Board,
Securock, OSB or
3" with top layer of
Dens -Deck using
Aqua -Base 120
1 -1/2" with top layer
of Polyiso using
(SW/LV)
3/4" with top layer
of Polyiso using
Aqua -Base 120
Notes:
(1) FAST Adhesive shall be applied in accordance with Carlisle Specifications.
(2) On FM approved wood decks, a gypsum board must be installed beneath the insulation listed.
(3) FM approved Tectum decks must be minimum 2" thick. Insulation fasteners must penetrate the deck a minimum 1 -1/2" for FM 1-
60 ratings.
(4) Existing gypsum decks must be FM approved. Insulation fasteners must penetrate the deck a minimum of 1 -1/2 ".
(5) 1/2" Dens -Deck or Dens -Deck Prime must be fastened to the deck at 1 per 2 square feet (enhancements required at perimeter and
corner areas.
600163 - SWCodes
15 3/2010
Membrane Type:
Sure- We1dTM (TPO) Adhered Roofing System
FM Approvals
.045" or .060" Sure -Weld Standard Reinforced Membrane (White, Gray or Tan)
.045" or .060" Sure -Weld HS Reinforced Membrane (White, Gray or Tan)
.072" or .080" Sure -Weld EXTRA Reinforced Membrane (White, Gray or Tan)
FM Class 1 A -300 Rating - Insulation Attachment with Hot Asphalt (1)(2
Deck Type
Insulation
Insulation
Thickness .
Maximum Slope
Sure -Weld
Standard
Sure -Weld
EXTRA
Sure -Weld
HS
New Construction/
Tearoff:
Structural Concrete
•
Carlisle Polyiso HP -H
1.5 " -12"
Sure -Weld
Bonding
Adhesive/Low
VOC Bonding
Adhesive
( SW/LV)
1/2"
Aqua Base
120
3/4"
(SW/LV)
1/4„
Aqua Base
120
3/4"
( SW/LV)
2„
Aqua Base
120
3/4"
Carlisle HP Recovery Board
Carlisle HP Recovery Board /
Polyiso
1/2" Min.
1/2" Min/
See above
(SW/LV)
1 -1/2"
Aqua Base
120
1"
(SW/LV)
3/4"
Aqua Base
120
1"
(SW/LV)
1 -1/2"
Aqua Base
120
1"
Carlisle Dens -Deck Prime /
Polyiso
1/2" Min /See
Above
(SW/LV)
1 -1/2"
Aqua Base
120
1"
(SW/LV)
3/4"
Aqua Base
120
1"
(SW/LV)
3 -1/2"
Aqua Base
120
3"
Notes:
(1) Hot asphalt must be Type III or IV applied at a temperature within 25° F of EVT at the rate of 20 -25 pounds per square.
(2) A maximum FM 1 -195 for Sure -Weld Standard/EXTRA and a maximum 1 -240 for Sure -Weld HS uplift using Aqua Base 120.
600163 - SWCodes
16 3/2010
Membrane Type:
Sure- We1dTM (TPO) Adhered Roofing System
FM Approvals
.045" or .060" Sure -Weld Standard Reinforced Membrane (White, Gray. or Tan)
.045" or .060" Sure -Weld HS Reinforced Membrane (White, Gray or Tan)
.072" or .080" Sure -Weld EXTRA Reinforced Membrane (White, Gray or Tan)
FM Class 1A -90 Ratings - Insulation Attachment with Hot Asphalt (1
Deck Type (2)
Insulation
Maximum Slope
Sure -Weld
Standard
Sure -Weld
EXTRA
Sure -Weld
HS
New Construction/
Tearoff:
Steel (Min. 22 gauge)
Wood (3)
Tectum (4)
Gypsum (5) (Tearoff
Only)
Base layer of FM approved
Polyisocyanurate insulation
(minimum thickness listed
•above) mechanically fastened to
the deck per standard FM Class
1 -90 requirements (including
enhancements at perimeters and
corners).
1 -1/2" with top layer
of HP Recovery Board
or 1/2" of Dens -Deck
Prime using Sure-
Weld Bonding
Adhesive/Low VOC
Bonding Adhesive
(SW /LV)
1" with top layer of
HP Recovery Board or
1/2" Dens -Deck Prime
using
Aqua -Base 120
3/4" with top layer
of HP Recovery
Board or 1/2" Dens-
Deck Prime using
(SW /LV)
1" with top layer of
HP Recovery Board
or 1" Dens -Deck
Prime using
Aqua -Base 120
1 -1/2" with top layer
of HP Recovery
Board
or 3 -1/2" Dens -Deck
Prime using ( SW/LV)
1" with top layer of
HP Recovery Board
or 3" with Dens -Deck
Prime using
Aqua -Base 120
Top Layer of minimum 1/2"
thick Carlisle HP Recovery
Board, Dens -Deck Prime or FM
Approved Polyisocyanurate
(listed above) secured over base
layer with hot asphalt
1/4" with top layer of
Polyiso using
(SW/LV)
3/4" with top layer of
Polyiso using
Aqua -Base 120
1/2" with top layer
of Polyiso using
(SW /LV)
3/4" with top layer
of Polyiso using
Aqua -Base 120
1 -1/2" with top layer
of Polyiso using
( SW/LV)
3/4" with top layer of
Polyiso using
Aqua -Base 120
Notes:
(1) Hot asphalt must be Type III or IV applied at a temperature within 25° F of EVT at the rate of 20 -25 pounds per square.
(2) Specific information concerning structural deck requirements (brand names, span capacity, securement criteria, etc.) must be referenced in
the current FM Approval Guide and FM Loss Prevention Data Sheet 1 -29.
(3) On FM approved wood decks, a gypsum board must be installed beneath the insulations listed.
(4) FM approved Tectum decks must be minimum 2" thick. Fasteners must penetrate the deck a minimum 2 ".
(5) Existing gypsum decks must be FM approved. Insulation fasteners must penetrate the deck a minimum of 1 -1/2 ".
600163 - SWCodes 17 3/2010
Sure- We1dTM (TPO) Adhered Roofing System
FM Approvals
FM Ratings (3)
Insulation Attachment to Structural Concrete with One Step Insulation Adhesive (1 1(2
Deck Type
Insulation
Insulation
Thickness
`
Uplift
Rating
Maximum Slope
Sure -Weld
Standard
Sure-
Weld
EXTRA
Sure -Weld
HS
New •
Construction / -
Tearoff:
Structural Concrete
Carlisle Polyiso HP -H
•
1.5 " -12"
1 -465
Sure -Weld'
Bonding
Adhesive/Low
VOC Bonding
Adhesive
( SW/LV)
1/2"
Aqua Base
120
3/4"
(SW/LV)
1/4"
Aqua Base
120 •
3/4"
(SW/LV)
1"
Aqua Base
120
3/4"
Carlisle Dens -Deck Prime /
Polyiso
Carlisle Securock/Polyiso
Min. 1/4"/
See above
Min. 1/4"/
See Above
(SW/LV)
1 -1/2"
Aqua Base
120
1"
( SW/LV)
3/4"
Aqua Base
120
1"
(SW/LV)
1 -1/2"
Aqua Base
120
1" (4)
Carlisle HP Recovery Board
Carlisle HP Recovery Board
over Polyiso
1/2" Min.
1/2" Min. /See
above
1 -255
FM Class 1A -90 Ratings
Insulation Attachment to Poured Gypsum with One Step Insulation Adhesive (1 1(2
Deck Type
Insulation
Insulation
Thickness
Maximum Slope
Sure -Weld
Standard
Sure -Weld
EXTRA
Sure -Weld
HS*
Retrofit
(Tearoff):
Gypsum (5)
Carlisle HP Recovery Board
Carlisle HP Recovery Board
over Polyiso
Carlisle Dens -Deck Prime
over Polyiso
Carlisle Securock over
Polyiso
1/2" Min.
1/2" Min. /See
above
1/4" Min. /See
above
1/4" Min. /See
above
(SW/LV)
1 -1/2"
Aqua Base 120
1 ,,
(SW/LV)
3/4"
Aqua Base 120
1"
(SW/LV)
1 -1/2"
Aqua Base 120
1" (4)
Notes:
1) One Step Insulation Adhesive is applied in continuous 1/2" — 3/4" wide beads spaced a maximum of 12" on center to the substrate in the
field of the roof. Insulation is placed over adhesive and walked into place.
2) Additional beads of One Step Insulation Adhesive are required at perimeters and corners. Bead spacing shall not exceed 6" on center at
perimeter areas. Contact Carlisle for specific requirements.
3) A maximum FM 1 -195 for Sure -Weld Standard/EXTRA and a maximum 1 -240 for Sure -Weld HS uplift using Aqua Base 120.
4) A maximum slope of 3" is available when using Dens -Deck Prime
5) Existing gypsum decks must be FM approved.
600163 - SWCodes 18
3/2010
Sure- We1dTM (TPO) Adhered Roofing System
FM Approvals
FM Ratings (5)
Insulation Attachment to Structural Concrete with OlyBond 500 BA Insulation Adhesive (1)(2
Deck Type
Insulation
Insulation
Thickness
Uplift
Rating
Maximum Slo e
Sure -
Weld
Standard
Sure -Weld
EXTRA
Sure -Weld
HS
•
New
Construction/
Tearoff:
Structural Concrete
Carlisle Polyiso HP -H
1.5 " -12"
•
1 -240
Sure -Weld
Bonding
Adhesive/
Low VOC
Bonding
Adhesive
( SW/LV)
1/2"
Aqua Base
. 120
3/4"
( SW/LV)
1/4"
(94858 -0-
0)
Aqua Base
120
3/4"
( SW/LV)
1"
Aqua Base
120
3/4"
Carlisle HP Recovery Board
1/2"
(SW/LV)
1 -1/2"
Aqua Base
120
1"
(SW/LV)
3/4"
Aqua Base
120
1"
( SW/LV)
1 -1/2"
Aqua Base
120
1"
Min 1/2" Carlisle HP
Recovery Board over:
Polyisocyanurate
Extruded Polystyrene (3)
EPS (4)
See above
FM Approved
FM Approved
Carlisle Securock over:
Polyisocyanurate
Extruded Polystyrene (3)
EPS (4)
Min. 1/4 "/
See above
FM Approved
FM Approved
Carlisle Dens -Deck Prime
over Polyiso/EPS (4)
Min. 1/4 "/
See above
( SW/LV)
1 1/2"
(167234-
0-0)
Aqua Base
120
1"
( SW/LV)
3/4"
Aqua Base
120
1"
( SW/LV)
3 -1/2"
Aqua Base
120
3"
Carlisle Dens -Deck Prime
over Polyiso
Min. 1/4 "/
See above
1 -300
Carlisle Dens -Deck Prime
/Extruded Polystyrene (3)
Min. 1 /4 "/FM
Approved
1 -465
(RoofNAV number) for selected systems
Notes:
1) OlyBond 500 BA Insulation Adhesive is applied in continuous 3/4" wide beads spaced a maximum of 12" on center to the substrate in the
field of the roof. Insulation is placed into adhesive after it is allowed to rise and string prior to walking and rolling the board into place.
Reference Carlisle's Technical Data Bulleting (TDB) for installation requirements.
2) Additional beads of OlyBond 500 BA Insulation Adhesive are required at perimeters and corners as identified in this guide. Bead spacing
shall not exceed 6" on center at perimeter areas and 4" on center at corners.
3) Extruded Polystyrene must be Owens Corning Foamular 250 (minimum 1" thick).
4) EPS must be FM approved and manufactured from Western Insulfoam or Western EPS (Min. 2" thick).
5) A maximum FM 1 -195 for Sure -Weld Standard/EXTRA and a maximum 1 -240 for Sure -Weld HS uplift using Aqua Base 120.
600163 - SWCodes 19 3/2010
Sure- We1dTM (TPO) Adhered Roofing System
FM Approvals
FM Class 1A -90 Ratings
Base Layer Insulation Mechanically Fastened;
To Layer of Insulation Attached with OlyBond 500 BA Insulation Adhesive (1
Deck Type
Insulation
Maximum Slope
Sure -Weld
Standard
Sure -Weld
EXTRA
Sure -Weld
HS
New
Construction
or Tearoff:
Steel (Min. 22
gauge)
Wood (2)
Tectum (3)
Gypsum (4)
( Tearoff Only)
Base layer of 1/2" thick Dens -Deck
Prime or Securock (5) or FM approved
Polyiso insulation mechanically fastened
to the deck per standard FM Class 1 -90
requirements (including enhancements
at perimeters and corners).
•
..
Sure -Weld
Bonding
Adhesive/Low VOC
Bonding Adhesive
(SW/LV) 1 -1/2" with
top layer of HP
Recovery Board,
Dens -Deck
Prime or Securock
Aqua Base 120
1" with top layer of
HP Recovery Board,
Dens -Deck Prime or
Securock
(SW/LV)
3/4" with top layer of
HP Recovery Board,
Dens -Deck Prime or
Securock
Aqua Base 120
1" with top layer of
HP Recovery Board,
Dens -Deck Prime or
Securock
(SW/LV)
1 -1/2" with top layer
of HP Recovery
Board, Securock or
3.5" Dens -Deck
Prime
Aqua Base 120
1" with top layer of
HP Recovery Board,
Securock or 3" with
Dens -Deck Prime
Top Layer of minimum 1/2" thick
Carlisle HP Recovery Board, 1/4" thick
Dens -Deck Prime, 1/4" thick Securock
or FM Approved Polyiso (See Page 19)
secured over base layer with OlyBond
500 BA Adhesive
(SW/LV)
1/2" with top layer of
Polyiso
Aqua Base 120
3/4" with top layer of
Polyiso
( SW/LV)
1/4" with top layer of
Polyiso
Aqua Base 120
3/4" with top layer of
Polyiso
(SW/LV)
I" with top layer of
Polyiso
Aqua Base 120
3/4" with top layer of
Polyiso
Notes:
(1) OlyBond 500 BA Adhesive shall be applied in accordance with Carlisle Specifications.
(2) On FM approved wood decks, a gypsum board must be installed beneath the insulations listed.
(3) FM approved Tectum decks must be minimum 2" thick. Fasteners must penetrate the deck a minimum 2 ".
(4) Existing gypsum decks must .FM approved. Insulation fasteners must penetrate the deck a minimum of 1 -1/2 ".
(5) 1/2" thick Dens -Deck, Dens -Deck Prime or Securock must be fastened to the deck at 1 per 2 square feet.
600163 - SWCodes
20 3/2010
Sure- We1dTM ('APO) Adhered Roofing System
FM Approvals
FM Class 1A -90 Rating - Insulation Attachment to Tectum/Gypsum with
O1.yBond 500 BA Insulation Adhesive (1
Deck Type (2)
Insulation
Insulation .
Thickness
Maximum Slope
Sure -Weld
Standard
Sure -Weld
EXTRA
Sure -Weld
HS
New Construction/
Tearoff:
Tectum (2" min.
deck thickness)
Tearoff:
Gypsum (4)
Carlisle Polyiso HP -H
1.5 " -12"
Sure -Weld
Bonding
Adhesive/Low
VOC Bonding
Adhesive
( SW/LV )
1/2„
Aqua Base
120
3/4"
(SW/LV)
1/4"
Aqua Base
120
3/4"
(SW/LV)
1"
Aqua Base 120
3/4"
Carlisle HP Recovery Board
Min. 1/2" Carlisle HP
Recovery Board, Min. 1/4"
Carlisle Dens -Deck Prime or
Min. 1/4" Carlisle Securock
Over:
Polyisocyanurate
Extruded Polystyrene(3)
Expanded Polystyrene(5)
1/2" Min.
See Above
FM Approved
FM Approved
(SW/LV)
1-1/2"
Aqua Base
120
1"
(SW/LV)
3/4"
Aqua Base
120
1"
(SW/LV)
1-1/2" with HP
Recovery
Board,
Securock or
3 -1/2" with
Dens -Deck
Prime
Aqua Base 120
1 -1/2" with HP
Rec. Board,
Securock or
3" with Dens -
Deck Prime
Notes:
(1) OlyBond 500 BA Insulation Adhesive is applied in continuous 1/2" wide beads spaced a maximum of 12" on center to the substrate in
the field of the roof. Insulation is placed into adhesive after it is allowed to rise and string prior to walking and rolling the board into
place. Reference Carlisle's Technical Data Bulletin (TDB) for installation requirements.
(2) FM approved minimum 2" thick by 31" wide Tectum deck secured to minimum 1/4" thick steel supports spaced a maximum of 3' on
center with two Construction Fasteners, Inc. 2" diameter metal plates and #14 Dekfast Fasteners per panel per support. Screws are
driven into 7/32" diameter pilot holes and are spaced 7-1/2" from panel edges. Additional deck fastening required at perimeters and
corners per FM Loss Prevention Data Sheet 1 -28.
(3) Extruded Polystyrene must be Owens Corning Foamular (Min. 2" thick).
(4) Existing gypsum deck must be FM approved.
(5) EPS must be FM approved and manufactured from Western Insulfaom or Western EPS (Min. 2" thick).
600163 - SWCodcs
21 3/2010
Sure- We1dTM (TPO) Adhered Roofing System
FM Approvals
FM Uplift Ratings - "Extruded" FAST Adhesive for Insulation Attachment
Deck Type
Insulation Type
Thickness
FM Rating (1)(2)
1 Min. 1/4" Dens - Deck/Dens -Deck
Structural Concrete (new
or tear -off)
Prime, Securock or Min. 7/16" OSB
over:
.
Dow, Owens Corning or
FM approved
1-495
.
Pactive Extruded Polystyrene
.
FM approved EPS
FM approved
1 -315
Carlisle Polyiso HP -H
For Polyiso,
Min. 1.5" (all
Min. 1/4" Dens - Deck/Dens -Deck
individual layers);
1 -480
Prime or Min. 7/16" OSB over:
Polyiso insulation listed above
Max. 12" (all
layers combined)
'
1/2" Carlisle HP Recovery Board over:
Polyiso insulation listed above
See above
Dow, Owens Corning or Pactive
FM approved
1 -315
Extruded Polystyrene
FM approved EPS
FM approved
Base layer of 1/2" Dens-Deck Prime or
Minimum 22 gauge, FM
approved Steel (new or
1/2" Securock mechanically fastened to
the deck at the minimum rate of 1 per 2
tear -off)
square feet in the field of the roof
(added fasteners at perimeter /corner
areas per FM)
For Polyiso,
Min. 1.5" (all
individual layers);
Optional: Carlisle 725 Vapor Barrier
Max. 12" (all
layers combined)
1 -105
(with CCW 702 Primer) adhered to
Dens -Deck Prime
Top layer of minimum 1.5" Carlisle
Polyiso set in FAST Adhesive
Notes:
1. FAST Adhesive extruded spacing shall not exceed 12" on center in the field of the roof.
2. For concrete decks, where a FM rating of 1 -150 or less is specified, FM does not require additional extrusions of adhesive at
perimeters and corners. However, Carlisle requires extrusion spacing 6" on center along roof perimeters based on building height.
Refer to the applicable Technical Data Bulletin or contact Carlisle for specific requirements.
600163 - SWCodes
22 3/2010
•
NATIONAL, STATE & CITY BUILDING CODE APPROVALS
Authori
A s' royal
A s s roved S stems
ICC - International Code Council
Report ESR 1463
° °A" and "MF"
SBCCI
These Code Bodies merged to form
ICC as of March 2003
Refer to ICC approval
-
BOCA
-
NES — National Evaluation Service, Inc.
"A" and "MF" .
ICBO
"A" and "MF"
Dade County (South Florida) Approvals
Expire August 31, 2013
Deck Type
Acceptance #
08- 0414.09
Lightweight Concrete
Wood
08-
0414.11
Steel
08-
0108.09
Structural Concrete
08-
0414.15
Cementitious Wood Fiber
08-
0414.08
Gypsum
08-
0414.13
Recover
08-
0414.12
Other Approvals
(Using Sure -Weld Standard or EXTRA Reinforced Membrane)
1. Sure -Weld White and Tan TPO Membranes exceed the requirements for the U.S.E.P.A.
ENERGY STAR® Program for reflective roofing materials.
2. Sure -Weld TPO Membranes conform to requirements of the U.S.E.P.A. Toxic Leachate Test
(40 CFR part 136) performed by an independent analytical laboratory.
Carlisle SynTec Incorporated, P. 0. Box 7000, Carlisle, PA 17013
(800)- 4SYNTEC (800 - 479 -6832)
Carlisle, Sure-Weld , Sure -Seal, FleeceBACK FAST and RUSS are Trademarks of Carlisle Corporation.
Foamular and DuraPink are Trademarks of U. C. Industries, Inc.
Hypalon is a Trademark of E.I. du Pont de Nemours & Company, Inc.
Dens -Deck is a Trademark of Georgia - Pacific
Styrofoam is a Trademark of Dow Chemical Company
The contents of this issue represent the applicable information available at the time of publication. The contents of older issues are no longer accurate due to
subsequent changes.
2007 Copyright Carlisle SynTec Incorporated
600163 - SWCodes
23 3/2010
CARLISLE'S
SURE-WELD®
FILE CTMPY
Permit No.,
Sure -Weld Mechanically Fastened Roofing System
Part II - Application
TABLE OF CONTENTS
August 2007
Page
A. Submittals /Warranty Prerequisites 3
B. General Job Site Considerations 4
C. Job Site Material Storage and Handling 4
D. Substrate Preparation 5
E. Vapor Retarder Installation 5
F. Installation of Wood Nailers 5
G. Insulation Placement and Attachment 5
H. Membrane Placement and Securement 6
I. Heat Welding Procedures 7
J Welding Problems /Repairs 11
K. Additional Membrane Securement 12
L. Flashing 12
M. Roof Walkways 14
N. Daily Seal 15
0. Clean Up 15
ATTACHMENTS
Attachment I - Membrane Fastening Criteria
Attachment II - Heat Welding Equipment
Installation Details
REVIEWED FOR
CODE COMPLIANCE
AP VE
SEP 2 7 2010
City of Tukwila
BUILDING DIVISION
600501
RECEIV
CITY OF TU LA
SEP 15 2010
PERMIT CENTER
SL
V\cadIsIeSvnT
Ulf
•
SW
TPO
CARLISLE'S
SURE-WELD®
Sure -Weld Mechanically Fastened Roofing System
Part II
Application
August 2007
FOR CARLISLE AUTHORIZED ROOFING APPLICATORS
The information contained herein is to serve as criteria for Carlisle Authorized Roofing Applicators regarding the application of the
Sure -Weld Mechanically Fastened Roofing System. Carlisle Authorized Roofing Applicators are advised to fully familiarize themselves
with "Design Criteria," Part I, prior to performing the roofing installation. The Authorized Applicator, when assuming the role of the
specifier, must comply with the requirements in Part I, "Design Criteria."
PRIOR TO THE INSTALLATION OF THIS ROOFING SYSTEM, REFER TO CARLISLE'S MATERIAL SAFETY DATA
SHEETS FOR SPECIFIC CAUTIONS AND WARNINGS REGARDING CARLISLE PRODUCTS.
A. SUBMITTALS /WARRANTY PREREQUISITES
1. To ensure compliance with Carlisle's minimum warranty requirements, the following projects should be forwarded to
Carlisle for review prior to installation, preferably prior to bid:
a. Total System Warranty projects where a wind speed warranty coverage greater than 55 mph is specified.
b. Projects where a 20 -year Total System Warranty is specified.
Note: Projects where a greater wind speed coverage is specified or those with a 20 -year Total System Warranty will
require additional enhancements beyond those outlined in this section. Prior to installation, refer to
"Attachments IV and V" in Part I, Design Criteria of this specification.
c. Projects specified with a fastener length exceeding 12 ".
d. Air pressurized buildings, canopies and buildings with large openings where the total wall openings exceed 10% of the
total wall area on which the openings are located (such as airport hangars, warehouses and large maintenance
facilities).
e. Cold storage buildings and freezer facilities.
f. Projects where the Sure -Weld membrane is expected to come in direct contact with petroleum based products or
other chemicals.
2. Along with the project submittals (shop drawings and Request for Warranty), the roofing contractor must include pullout
tests when result are below the requirements identified in Part I, Design Criteria, Attachment II.
3. Shop drawings must be submitted to Carlisle by the Carlisle Authorized Roofing Applicator along with a completely
executed Notice of Award (Page 1 of Carlisle's Request For Warranty form) for approval. Approved shop drawings are
required for inspection of the roof and on projects where on -site technical assistance is requested.
Shop drawings must include:
a. Outline of roof and size
b. Deck type (for multiple deck types)
c. Location and type of all penetrations
d. Perimeter and penetration details
e. Key plan (for multiple roof areas) with roof heights indicated
600501 - Sure -Weld Mechanically Fastened Application 8/2007
3
f. Sheet widths and number of perimeter sheets
g. Carlisle's Fastener type, length and maximum spacing (for membrane securement).
When field conditions necessitate modifications to the originally approved shop drawings, a copy of the shop drawing out-
lining all modifications must be submitted to Carlisle for revision and approval prior to inspection and warranty issuance.
4. Notice of Completion (Page 2 of the Carlisle Request for Warranty form)
After project completion, a Notice of Completion must be submitted to Carlisle to schedule the necessary inspection of the
project prior to issuance of the Carlisle Warranty.
5. As -Built Projects (roofing systems installed prior to project approval by Carlisle)
The Carlisle Authorized Applicator may supply Carlisle with an As -Built drawing for a project completed prior to Carlisle's
approval. The As -Built drawings:
a. Must conform to Carlisle's most current published specifications and details applicable at the time of bid.
b. Must be submitted along with a completely executed Notice of Completion.
c. Must include the items identified in Paragraph A.3 above.
Note: As -Built projects are not recommended for those projects referenced in Paragraph A.1 in order to ensure
Carlisle warranty requirements have been met.
B. GENERAL JOB SITE CONSIDERATIONS
Material Safety Data Sheets (MSDS) must be on location at all times during the transportation, storage and application
of materials. The applicator shall follow all safety regulations as recommended by OSHA and other agencies having jurisdiction.
1. Subject to project conditions, it is recommended to begin the application of this roofing system at the highest point of the
project area and work to the lowest point to prevent water infiltration. This will include completion of all flashings,
terminations and daily seals.
2. On phased roofing, temporary closures should be provided to prevent moisture infiltration.
3. When possible on multiple level roofs, begin the installation on the highest level to avoid or minimize construction traffic
on completed roof sections.
4. For existing standing seam, flat seam or corrugated metal roofs, this roofing system can be installed with the
membrane secured to the structural purlins. For specific installation requirements, refer to the Metal Retrofit Roofing
System Specifications, published separately.
C. JOB SITE MATERIAL STORAGE AND HANDLING
1. Deliver materials to the job site in the original, unopened containers.
2. When loading materials onto the roof, the Carlisle Authorized Roofing Applicator must comply with the requirements of
the specifier /owner to prevent overloading and possible disturbance to the building structure.
3. Job site storage temperatures in excess of 90° F may affect shelf life of curable materials (i.e., adhesives and sealants).
4. When the temperature is expected to fall below 40° F, outside storage boxes should be provided on the roof for
temporary storage of liquid adhesives and sealants. Adhesive and sealant containers should be rotated to maintain their
temperature above 40° F.
5. Do not store adhesive containers with opened lids due to the loss of solvent that will occur from flash -off.
6. Store Sure -Weld membrane in the original undisturbed plastic wrap in a cool, shaded area and cover with light- colored,
breathable tarpaulins. Sure -Weld membrane that has been exposed to the elements for approximately 7 days must be
prepared with Weathered Membrane Cleaner prior to heat welding. Refer to Paragraph I.2.b, Exposed Membrane Seam
Preparation, for requirements.
600501 - Sure -Weld Mechanically Fastened Application 8/2007 4
•
7. Insulation and underlayment must be stored so that it is kept dry and is protected from the elements. Store insulation on a
skid and completely cover with a breathable material such as tarp or canvas. If the insulation is lightweight, it should be
weighted to prevent possible wind damage.
D. SUBSTRATE PREPARATION
Defects in the substrate surface must be reported and documented to the specifier, general contractor and the building
owner for assessment. The Carlisle Authorized Roofing Applicator shall not proceed with the installation unless the
defects are corrected.
1. On retrofit - recover projects, cut and remove wet insulation, as identified by the specifier, and fill all voids created by
such removal with new insulation so that it is relatively flush ( +/- 1/4") with the existing surface.
a. For existing PVC membranes, if the membrane is not removed, it must be cut into maximum 10' x•10' sections.
All PVC flashings at the perimeter, roof drains and roof penetrations must be removed.
b. When installing the roofing system over an existing gravel surfaced built -up roof, loose gravel must be removed.
Power brooming is recommended by Carlisle to remove the loose gravel that may trap moisture. Any uneven areas
of the substrate must be leveled to prevent insulation from bridging.
2. For all projects (new or retrofit), the substrate must be relatively even without noticeable high spots or depressions and
accumulated water, ice or snow must be removed to prevent the absorption of moisture in the new roofing components
and roofing system.
3. Prior to the placement of membrane underlayment, clear the substrate of debris and foreign material that may be harmful to
the roofing system.
E. VAPOR RETARDER INSTALLATION
Follow the respective manufacturer's recommended installation procedures and the specifier's instructions for the installation of
the product specified.
F. INSTALLATION OF WOOD NAILERS
1. Install wood nailers in those locations that have been designated by the specifier and as approved by Carlisle.
2. The wood nailer must be installed so the top of the wood nailer is relatively flush (+ /- 1/4") with the top surface of the
insulation /underlayment and the width of the wood nailer exceeds the width of the metal flange (where applicable at
edgings, scuppers, insulated collars, etc.) as shown on the appropriate Carlisle detail.
3. Follow the specifier's guidelines for securement of wood nailers.
G. INSULATION PLACEMENT AND ATTACHMENT
1. Do not install more insulation /underlayment than can be covered by membrane in the same day.
2. All insulation boards must be butted together with no gaps greater than 1/4". Gaps greater than 1/4" are not acceptable.
3. When multiple layers of insulation are specified, staggering of joints between layers is recommended.
4. Carlisle Insulation must be mechanically fastened to the roof deck with Carlisle Fasteners and Seam Fastening Plates or
Insulation Plates. Refer to SWMF -27 Details for fastening density requirements.
7. When gypsum board is specified as the membrane underlayment to meet certain fire ratings, it must be fastened at the same
rate as Carlisle HP Recovery Board. Refer to Detail SWMF -27A.
8. Hunter Panels Polyisocyanurate Insulation, when specified on non -Total System Warranty projects must be mechanically
fastened to the roof deck in accordance with the insulation manufacturer's recommendation. If a lesser fastening density is
specified, the respective manufacturer must verify in writing their recommendations concerning fastening density
requirements and acceptable fasteners.
H. MEMBRANE PLACEMENT AND SECUREMENT
600501 - Sure -Weld Mechanically Fastened Application 8/2007 5
1. Ensure that water does not flow beneath any completed sections of the membrane system by completing all flashings,
terminations and daily seals by the end of each work day.
2. Sweep all loose debris from the substrate.
3. The type of Carlisle Fastener and Fastening Plate used for membrane securement is dependent on the deck type. Refer to
Attachment I, Membrane Fastening Criteria, at the end of this section for specific fastener and plate requirements.
4. The number of perimeter sheets, their fastening density and field membrane securement requirements, must comply with
the membrane fastening chart included on "Attachment I" at the end of this section.
Note: If Factory Mutual approvals are specified, refer to Carlisle's Sure -Weld Code Approval Guide for membrane
securement requirements.
5. Perimeter Membrane Securement
The roof perimeter is defined as all edges of each roof section. Where multi-level roofs meet at a common wall, the
adjacent edge of the upper roof is treated as a roof perimeter if the difference in height is greater than 3'. Perimeter sheets
are not required at the base of the wall at the lower level. Refer to Detail SWMF -2 at the end of this section for further
information.
Note: Expansion joints, control joints, and fire walls in the field of the roof or roof ridges with slopes less than 3" to
the horizontal foot shall not be considered as part of the roof perimeter.
a. Use of 6' or 4' wide perimeter sheets:
When using 12' or 10' wide field sheets, 6' wide perimeter sheets shall be used. When 8' wide field sheets are to be
utilized, perimeter sheets shall be 4' wide. Refer to Detail SWMF -21 for requirements.
b. Use of 10" wide TPO Pressure- Sensitive RUSS:
As an option to using perimeter sheets, 10" wide TPO Pressure - Sensitive RUSS can be used beneath the field sheets
for perimeter securement.
1) The underside of the deck membrane must be primed with HP -250 Primer where contact with RUSS will occur.
2) When field sheets are positioned parallel to the roof perimeter, 10" wide Pressure - Sensitive RUSS is placed
approximately down the center of the field sheet. When a RUSS divides a field sheet in half, 2 perimeter sheets
are created.
3) When field sheets extend perpendicular to the edge of the roof, install 10 inch wide Pressure - Sensitive RUSS
beneath the field membrane sheets approximately 4' — 5' from the edge of the roof. When multiple perimeter
sheets are required, additional RUSS shall be positioned 4' — 5' from the previous RUSS.
Note: When fastening 10" Pressure - Sensitive RUSS, position approved fasteners /plates along the center
line of the RUSS. 6" wide TPO Pressure- Sensitive RUSS cannot be used to create perimeter
sheets.
4) Refer to Detail SWMF -2 for applicable requirements.
6. Field Membrane Securement
Position adjoining field membrane sheets (12', 10' or 8' wide) to allow an approximate overlap of 5 -1/2" to 6" at those
locations where Fastening Plates are located (along the length of the membrane); at the same time overlap end roll sections
(the width of the membrane) a minimum of 2 ".
7. Secure the membrane at the approved fastening density with the required Carlisle Fastener and Fastening Plates.
8. For installation of membrane with fullness, tighten the sheet between fasteners as follows:
a. Unroll sheets and position.
600501 - Sure -Weld Mechanically Fastened Application 8/2007 6
b. Place a fastener and plate in one end of the sheet on the appropriate fastener mark. Go to the opposite end of the
sheet, pull it tight and place a fastener and plate at the appropriate mark. Place the remaining fasteners into the sheet.
c. Proceed to weld the sheet in place and continue across the roof.
9. Prevention of membrane distortion during windy conditions:
a. Unroll sheet approximately 5' and position edge of membrane with overlap line on adjacent sheet.
b. Install fasteners along the 5' exposed edge.
c. While the 5' of exposed membrane is being fastened, begin welding the overlapped edge using the Automatic Heat
Welder.
d. As sheet is being welded and fastened concurrently, unroll membrane. Unroll only enough membrane to stay a few
feet ahead of welding and fastening process. This reduces amount of unsecured membrane to be distorted by wind.
e. Continue this process for each adjoining sheet.
I. HEAT WELDING PROCEDURES
1. General
a. Heat weld the Sure -Weld membrane sheets using the Automatic Heat Welder or Hot Air Hand Welder and silicone
roller. For description of heat welding equipment and generator /electrical requirements, refer to "Attachment
II" at the end of this section.
b. It is recommended that membrane sheets be installed in groups of 3 in order to routinely examine the heat welded
seams as work progresses across the roof deck during each day.
c. When roof slope exceeds 5" per horizontal foot, use of the Automatic Heat Welding Machine may become more
difficult; use of the Hand Held Hot Air Welder is recommended.
2. Check the surfaces of the Sure -Weld membrane to be heat welded to ensure they are properly prepared as outlined below:
a. Membrane Cleaning - The surfaces to be heat welded must be clean. Membrane overlaps that become
contaminated with field dirt must be cleaned with Weathered Membrane Cleaner. Weathered Membrane Cleaner
should be wiped dry with a clean HP Splice Wipe prior to welding. No residual dirt or contaminants should be
evident.
b. Exposed Membrane Seam Preparation - Surface oxidation of Sure -Weld membrane will occur upon exposure to
heat and sunlight. After exposure to the elements, membrane must be cleaned with Weathered Membrane
Cleaner prior to heat welding as follows:
1) Apply Weathered Membrane Cleaner to the surface of the membrane which has been exposed using a clean HP
Splice Wipe or other white rag and wipe along the direction of the seam.
If natural fiber rags are used, they must be white to prevent fabric dye from discoloring the membrane.
Prior to heat welding, wipe the surface where Weathered Membrane Cleaner has been applied with a
clean, dry HP Splice Wipe or other white rag to remove cleaner residue.
2) Weathered Membrane Cleaner will achieve approximately 600 linear feet (one surface) of coverage per gallon for
a standard heat welded splice area.
c. The membrane can typically be repaired with the standard cleaning method referenced above. In cases where the
standard cleaning method is not sufficient, additional scrubbing and cleaning will be required. Refer to Paragraph J.2,
Welding Problems /Repairs.
3. Operating Automatic Heat Welder
a. Temperature Settings
600501 - Sure -Weld Mechanically Fastened Application 8/2007 7
When making a Sure -Weld splice, no one temperature setting or speed can be used to describe the temperature
setting or speed to set the robot. The splice must be tested to determine the quality of the splice.
Consult the respective heat welding machine manufacturer for recommendations concerning proper temperature
setting and speed control of their equipment.
Typically, the colder the ambient temperature (and likewise the membrane temperature) the slower the Automatic
Heat Welder speed control must be adjusted to produce proper seams.
As a general guide, Sure -Weld membrane will weld at a lower temperature (1000° F) and faster speed (10'
to 15' per minute) than most other heat welded membrane materials.
With the Leister Varimat Automatic Heat Welder, the suggested heat setting is 1004° F at 12.5' per minute.
With any other brand of robot welder, the temperature should be set at the manufacturer's recommended
temperature to obtain the correct splice results.
The following is a list of items to be checked to determine the temperature setting and the speed at which a splice
should be completed:
1) When the membrane is in direct sunlight, the temperature or robot speed may have to be adjusted when
moving into a shaded area, check the splice results.
Remember the membrane surface in a shaded area will be cooler than a membrane surface that is in
sunlight.
Darker colored membrane (such as gray) will be warmer than white and may affect the welder speed.
2) Dampness on the membrane from dew, a passing rain shower or misting condition will reduce heat from
the splice due to evaporating moisture from the membrane surface. The heat welding temperature
(increased) or the robot speed (slower) will have to be adjusted to produce a good splice. Water must be
wiped from the welding surface prior to welding the splice.
3) Wind has a cooling affect as it blows over the surface. It will also affect the air flow in the splice reducing
the effectiveness of the hot air gun. This will require the operator to increase heat from the hot air gun or
reduce the welder speed.
4) Substrates make a substantial difference in the amount of heat required to produce a proper heat welded
splice. The robot will have to be adjusted accordingly:
Plywood and Concrete act as heat sinks and will take a higher temperature or slower speed setting than
insulation.
Cool damp substrates will take a higher temperature or slower speed setting than dry substrates.
5) Membrane "bleed -out" from between sheets will not occur with Sure -Weld membrane if properly welded.
If bleed -out is occurring (the dark underside of the membrane begins to melt and flow), the welder speed
should be increased to reduce welding temperature.
b. Equipment Set -Up
Equipment set up is the responsibility of the Authorized Applicator. When poor welding is occurring check the
following:
1) If the membrane is overheated on one side or the other, check the nozzle to be sure it is distributing the
heat evenly between the two sheets.
2) If the heat is bypassing the edge of the sheet producing a cold weld along the edge of the splice, be sure
the nozzle is completely under the sheet and the air dam is in place and functional.
600501 - Sure -Weld Mechanically Fastened Application 8/2007 8
3) If the probed splice is tight at the edge but a cold weld is present in the center of the splice (the heat is
melting the edges but does not melt the center of the splice), check to be sure the robot is not running too
fast.
4) Ensure the silicone pressure wheel is intact with no voids in the silicone. If voids are present, incomplete
welding will result.
5) If a machine with a brass plate air dam is utilized, be sure all wheels on the air dam are not binding.
Binding wheels will cause sheet movement and distortion during the welding process.
6) The Automatic Heat Welder nozzle should be adjusted as close to the pressure wheel as possible. If the
nozzle is too far away from the pressure wheel, distortion of the membrane may occur due to heat
expansion.
Note: Adjust weld nozzle so the curved portion (heel) extending outside the seam area does not •
contact or drag on the exposed surface of the membrane. This portion of the nozzle should be
1/16" to 18" above the membrane surface.
7) Overheating the membrane will cause poor welds. It is recommended that the automatic welder be run
not less than 101a minute on average temperature days. Only on very cold days would the welder be run
below this speed. The temperature and welder speeds must be determined based on test welds prior to
actual sheet welding.
8) Clean screen of dirt and debris on air inlet of heat gun every day. Accumulation of contaminants on
screen will reduce air flow and heat output of welder.
c. Membrane Welding
1) Prepare the Automatic Heat Welder and allow it to warm for approximately 5 to 10 minutes to reach
operating temperature.
2) Position the Automatic Heat Welder properly prior to seaming with the guide handle pointing in the same
direction the machine will move along the seam.
3) Lift the overlapping membrane sheet and insert the blower nozzle of the Automatic Heat Welder between
the overlap. Immediately begin moving the machine along the seam to prevent burning the membrane.
4) Proceed along the seam ensuring that the small guide wheel in front of the machine aligns with the edge of
the top membrane sheet. Guide the machine from the front only.
CAUTION: Ensure the power cord has plenty of slack to prevent dragging the machine off course
(which could result from a tightly stretched cord).
5) At all splice intersections, roll the seam with a silicone roller to ensure a continuous heat welded seam (the
membrane should be creased into any membrane step -off with the edge of the silicone roller). A false
weld may result due to surface irregularities created by multiple thicknesses of Sure -Weld membrane
sheets.
Note: When using 60 -mil or thicker Sure -Weld Membrane, a TPO "T" Joint Cover or surface splice of
Sure -Weld Non - Reinforced Flashing must be applied over all "T" joint splice intersections.
Refer to Detail SWMF -2D.
6) To remove the Automatic Heat Welder from the finished splice, stop the movement of the machine and
immediately remove the nozzle from the seam area.
7) Mark the end of the heat welded seam with a water - soluble marker for easy identification. A Hand Held
Welder will be necessary to complete the weld in the area between where the Automatic Heat Welder is
stopped and restarted.
8) Perform a test weld at least at the start of work each morning and afternoon. Test welds should be made if
any changes in substrate or weather conditions occur.
9) Recommendation to Prevent Membrane Creeping and Movement
600501 - Sure -Weld Mechanically Fastened Application 8/2007 9
a) The operator of the robot must apply foot pressure to the membrane, kicking and sliding the membrane
under the robot to keep the membrane tight. Always have the operator stand on the unfastened sheet of
membrane to prevent sheet movement.
b) Do not release foot pressure from the membrane until the pressure wheel rolls over the membrane in
front of the foot that is holding the membrane in place.
c) Use of Welding Tracks
Set welding tracks lengthwise along the splice, close to the Automatic Heat Welder air dam to reduce
membrane movement caused by the welding process. The operator must continue to apply foot pressure
to the welding tracks to help hold the membrane splice in place. Welding tracks are moved as welder
progresses along seam.
Welding tracks can be:
- Sheet metal, 22 gauge — 12" wide by 10' long (with rounded corners).
- Aluminum or steel plates — 1/4" x 3 ", 4' to 6' long (with rounded corners).
- Lay flat tubing filled with sand — 4' to 6' long.
- Wood planks — 2" x 12" X 4' to 6' long.
- Heavy plywood — 3/4" x 24" x 8' long.
d. Test Cuts
1) Perform a test weld at least at the start of work each morning and afternoon.
2) The test sample should be approximately 1" wide and longer than the width of the seam (cut across the
heat welded seam).
3) Peel the test sample apart after it has thoroughly cooled (approximately 10 minutes) and examine for a
consistent 1-1/2" wide minimum weld. Delamination of the membrane from the scrim - reinforcement is
an indication of a properly welded seam.
4) Identify the following seam problems to assure seam quality:
Discolored or melted membrane — Increase speed or decrease temperature setting if membrane
discolors or exhibits melting (membrane begins to flow).
Voids and wrinkles - A proper heat welded seam has no voids or wrinkles and must be at least 1-1/2"
wide. Refer to Seam Probing procedures outlined below for proper inspection of seam deficiencies.
4. Hand Held Welder Settings
a. Temperature setting for hand held welders when used for flashing should be approximately "6" (on a scale from 1
to 10).
b. Temperature settings for hand held welders when used for membrane should be approximately "8" (on a scale from
1 to 10).
c. Exact settings will vary based on ambient temperatures, substrate and type of welder.
d. Silicone roller should always be placed flat against membrane to be welded. Do not turn roller on edge to weld
membrane or flashings.
5. Seam Probing
Carlisle's Seam Probe is recommended to be used to probe all heat welded seams. As an option, a cotter pin puller can be
used to probe heat welded seams. Heat welded seams must be probed throughout the day to check seam quality and to make
proper adjustments to heat welding equipment. The repair of deficiencies must be done routinely throughout the day
but no later than the end of each workday.
a. Allow heat welded seams to cool thoroughly for approximately 30 minutes. Premature probing can damage warm
seams.
600501 - Sure -Weld Mechanically Fastened Application 8/2007 10
J•
b. Draw probing tool tip along the edge of the heat welded seam. Apply firm pressure to probe the seam junction, but
not into the bottom membrane sheet. The tool will not penetrate into the lap area of a properly welded seam.
c. If the seam probing tool penetrates into the lap area, mark the seam using a water - soluble marker at the beginning
and the end of voids or wrinkles in the seam edge.
d. Repair seam deficiencies as soon as possible using the hand held welder. Carlisle recommends that repairs be made
the same day they are discovered.
e. Probe repaired seams after they have cooled completely. If the repair is acceptable, wipe off the water soluble
marker lines; if not acceptable, repair the seam using the procedures for repair of heat welded seams as outlined in
Repair Procedures for Aged Sure -Weld Membrane.
Note: All laps must be probed each day soon after it has cooled to verify the welder set -up is effective. Particular
attention must be given to all membrane intersections and heat welded seams at insulation joints. In addition, there
should be periodic checks (including at the start of each day) to verify good peel strength.
f. Apply Cut -Edge Sealant on all cut edges of the reinforced membrane (where the scrim reinforcement is exposed)
after seam probing is completed. Cut -Edge Sealant is not required on vertical splices. When a 1 /8" diameter bead
of Cut -Edge Sealant is applied, approximately 225 — 275 linear feet of coverage per squeeze bottle can be achieved.
WELDING PROBLEMS /REPAIRS
1. A Hand Held Hot Air Welder and a 2" wide silicone roller must be used when repairing the Sure -Weld membrane. When
the entire heat welded seam is to be overlaid, an Automatic Heat Welder may be used.
2. Prior to proceeding with any repair procedure, the area to be repaired must be cleaned and any material that has been
exposed to the elements must be prepared with Weathered Membrane Cleaner as outlined in Paragraph I.2.b, Exposed
Membrane Seam Preparation. The membrane can typically be repaired with a standard cleaning method. In cases where
the standard cleaning method is not sufficient, the following procedures must be used.
a. Scrub the area to be welded with a primer pad and Weathered Membrane Cleaner. The cleaner will become discolored
with abraded membrane during this procedure.
b. Clean all residue from the area to be welded with a Splice Wipe or clean natural fiber (cotton) rag.
c. Weld the new membrane to the cleaned area using standard welding procedures.
3. Voids in welded seams can be repaired using a Hand Held Hot Air Welder and a silicone roller.
4. Position the hand held welder facing into void so hot air is forced between overlapping membranes. Roll the top membrane
surface using positive pressure toward the outer edge until the heated membrane surfaces are fused.
5. Exposed scrim- reinforcement (resulting from scorching surface of membrane) and test weld areas must be repaired by
overlaying the damaged area with a separate piece of Sure -Weld reinforced membrane with rounded corners. The overlay
must extend a minimum of 2" past the area to be repaired.
6. Probe all edges of the overlay once cooled to ensure a proper weld has been achieved.
7. Seal all cut edges of Sure -Weld reinforced membrane with Cut -Edge Sealant.
Note: The same overlay repair procedures may be used for punctures in the Sure -Weld membrane.
K ADDITIONAL MEMBRANE SECUREMENT
Securement must be provided at the perimeter of each roof level, roof section, expansion joint, curb, skylight, interior wall,
penthouse, etc., at any inside angle change where slope exceeds 2" to one horizontal foot, and at all penetrations as identified on
the Carlisle details.
Securement may be achieved as follows:
600501 - Sure -Weld Mechanically Fastened Application 8/2007 11
1. Carlisle's PiranhaTM or Piranha Xtra Fastening Plates are used to secure the membrane at the base of walls and penetrations
and flashed as shown on the applicable Carlisle detail (excluding OSB, cementitious wood fiber and gypsum decks where
the required Carlisle Fastener is installed with the associated 2" diameter plate). On Adhered Roofing Systems, Carlisle
standard 2" diameter Seam Fastening Plates may be used in lieu of Piranha Plates.
2. As an option, 6" wide TPO Pressure - Sensitive RUSS may be installed in conjunction with Carlisle Fasteners and Piranha
Plates spaced a maximum of 12" on center below the membrane (HP -X or HP -Xtra Fasteners and Piranha or Piranha Xtra
Plates are required over steel and wood decks). The securement strip shall be installed horizontally at the base of walls or
penetrations.
The underside of the deck membrane must be primed with HP -250 Primer. Membrane is spliced to the RUSS and
continued as wall flashing resulting in continuous membrane flashing without penetration of the deck membrane.
3. Securement of the membrane shall be a maximum of 12" on center. Fasteners shall be positioned 6" minimum to 9"
maximum from the inside or outside corner.
4. When mechanical securement is not provided in some of the Sure -Weld Details (i.e., pipes and sealant pockets), additional
Fastening Plates must be used for membrane securement. The plates must be positioned a maximum of 12" away from the
penetration, spaced a maximum of 12" on center and flashed in accordance with the applicable Carlisle Detail.
5. Refer to the "Membrane Fastener Criteria" chart in "Attachment I" at the end of this section for the required Carlisle
Fastener /Plate with the corresponding deck type.
6. After securing the membrane, flash in accordance with the appropriate detail.
L. FLASHING
1. General Flashing Conditions
Flashing of parapets, curbs, expansion joints and other parts of the roof must be performed using Sure -Weld reinforced
membrane. Sure -Weld non - reinforced membrane can be used for flashing pipe penetrations, Sealant Pockets and scuppers
as well as inside and outside corners when the use of pre - molded or pre- fabricated accessories are not feasible.
When possible, all reinforced membrane splices are heat welded with the Automatic Heat Welder. The Hand Held Hot Air
Welder should be utilized in hard to reach areas, smaller curbs, vertical splices and when using non - reinforced membrane.
a. All existing loose flashing must be removed prior to application of Sure -Weld membrane especially when the new
Sure -Weld Flashing is to be adhered. The new Sure -Weld membrane must totally conceal all existing intact flashing,
but must not conceal weep holes or cover existing throughwall counterflashing.
b. Install surface mounted reglets and compression bar terminations directly to the wall surface.
c. Application of Sure -Weld Bonding Adhesive
On vertical surfaces such as walls, curbs and pipes, Bonding Adhesive is not required when the flashing height is
12" or less and the membrane is terminated under metal counterflashing (nailed). When a coping or
termination bar is used for the vertical termination, the Bonding Adhesive may be eliminated when the flashing
height is 18" or less.
1) When required as noted on Carlisle's installation details, membrane shall be adhered to vertical surfaces with
Sure -Weld Bonding Adhesive. The Bonding Adhesive shall be applied continuously, without globs or puddles,
with a plastic core medium nap paint roller. A 9" roller will easily fit into the 5 gallon containers.
2) The Bonding Adhesive must be applied to both the membrane and the surface to which it is being bonded to
achieve a coverage rate of approximately 120 square feet per gallon per one surface (membrane or substrate) or
approximately 60 square feet per gallon per finished surface (includes coverage on both membrane and
substrate).
3) After the Bonding Adhesive has dried to the point that it is tacky but does not string or stick to a dry finger
touch, roll the membrane into the adhesive.
600501 - Sure -Weld Mechanically Fastened Application 8/2007 12
d. Care must be taken when setting the flashing to avoid bridging greater than 3/4" at angle changes (i.e., where a
parapet or roof penetration meets the roof deck). This can be accomplished by creasing the membrane into the angle
change.
e. Terminate the edges of the installed membrane in accordance with Carlisle's applicable SW -9 Termination Details.
f. In areas where metal counterflashing or surface mounted reglets are used as vertical terminations, the counterflashing
must be sealed with a rubber grade caulking to prevent moisture migration behind the new wall flashing.
g.
On Total System Warranty projects, Carlisle's Termination Bar in conjunction with Water Cut -Off Mastic must be
installed under counterflashings and surface mounted reglets used for vertical wall terminations.
2. Walls, Parapets, Curbs, Skylights, etc. (SW -5 and SW -12 Details)
The flashing height must be calculated so that the Sure -Weld membrane flashing includes a minimum 1 -1 /2" heat weld
beyond the Fastening Plates.
a. Fasten at angle change as identified in Paragraph K, Additional Membrane Securement, with the required Carlisle
Fastener and Plate.
b. Flash the fasteners /plates with a separate piece of Sure -Weld reinforced membrane; apply heat and crease the flashing
into the angle change before attaching it to the vertical surface.
c. As an option, TPO Pressure - Sensitive RUSS may be used, the field membrane can be adhered to the RUSS and
continued as wall flashing as shown on the applicable Carlisle Detail.
3. Metal Edge Terminations (SW -1 Details)
The metal edge must be secured to the wood nailer as specified by the manufacturer. Refer to the appropriate SW -1 Detail
for flashing options and requirements.
4. Roof Drains (SW -6 Details)
a. Sure -Weld membrane may extend into the drain sump when the slope of the sump is less than 3" to one horizontal
foot. Refer to the Detail SW -6A.
When the drain sump is greater than 3" to one horizontal foot, additional membrane securement must be installed.
Refer to Detail SW -6B.
b. Only drain strainers that have been approved by the specifier in accordance with all applicable codes may be used.
5. Other Penetrations
Regardless of size, all vent pipes and Molded TPO Sealant Pockets require mechanical securement. Membrane
securement must be provided utilizing approved Carlisle Fasteners /Plates spaced a maximum of 12" away from the
penetration, fastened a maximum of 12" on center and flashed with sections of Sure -Weld membrane as shown on the
applicable detail.
a. Pipes, Round Supports, etc.
1) Flash pipes with Molded Pipe Flashings or Split Pipe Seals where their installation is possible. Molded pipe
flashings cannot be cut and patched; deck flanges cannot be overlapped or installed over angle changes.
2) Where Molded Pipe Flashings or Split Pipe Seals cannot be installed, APPLY FIELD FABRICATED PIPE
FLASHING using Sure -Weld non - reinforced membrane. Refer to Detail SW -8B.
c. Flexible Penetrations (braided cables, conduits, wires, etc.) must be enclosed in a stable "goose neck." Apply a Split
Pipe Seal or field fabricated pipe flashing to flash the goose neck.
d. Hot pipes that exceed 120° F, must utilize an insulated metal collar and rain hood, flashed with a field fabricated pipe
flashing. Refer to Detail SW -8C.
600501 - Sure -Weld Mechanically Fastened Application 8/2007 13
e. For pipe clusters or unusually shaped penetrations, a Molded TPO Sealant Pocket or Pre - Fabricated Sealant Pocket
(with Extension Legs as necessary) must be utilized. Refer to Detail SW -16.
6. Existing Roof Tie -Ins (SW -13 Details)
Depending on the type of the existing roofing system, the tie -in method will vary. Total isolation between the two roofing
systems or weep holes may be required to address moisture migration from one roofing 'system to another.
Sure -Seal uncured EPDM Elastoform Flashing must be used at the tie -in between Carlisle and asphalt based
roofing systems (i.e., BUR, Modified Bitumen or mineral surface cap sheets). Refer to the applicable SW -13
Details for installation requirements.
M. ROOF WALKWAYS
1. Install walkways in those locations as designated by the specifier in accordance with "Design Criteria," Part I of this
specification.
2. .Sure -Weld Heat Weldable Walkway Rolls
a. If Sure -Weld membrane or Walkway Roll has been exposed to the elements, use Weathered Membrane Cleaner to
prepare the area to be welded to the walkway material.
If the membrane has been exposed for an extended period of time or is heavily contaminated by dirt, a primer pad
may be used with the Weathered Membrane Cleaner to expose a weldable surface. All residue should be removed by
wiping with a clean dry HP Splice Wipe or other white natural fiber (cotton)rag.
b. Position the walkway material and cut the Walkway Rolls into maximum 10' lengths and position with a minimum 1
inch gap between adjacent pieces to allow for water drainage. Cut the walkway so a 4" minimum gap is created over
any field splices. (Since the attachment of the walkway to the membrane is permanent, this will allow access to the
field seams).
c. Using an Automatic Heat Welder, weld all 4 sides of the walkway material to the membrane. (Typically the same
speed and temperature settings will be used for this procedure as for welding membrane to membrane. A test weld is
always recommended prior to performing welds to the installed membrane). A hand held welder may be utilized,
however, productivity will be decreased.
If, possible, allow the walkway to warm by the sun prior to welding so distortion will not occur due to expansion. As
an alternative, the Sure -Weld Walkway Roll may be adhered to the membrane surface with
SecurTAPE /HP -250 Primer.
3. Concrete Paver Blocks
Install a slip sheet of Sure -Weld reinforced membrane or two layers of HP Protective Mat under all concrete pavers for the
protection of the deck membrane. The protective layer must extend a minimum of 2" on each side of the walkway.
4. Sure -Seal Interlocking PaversTM
Rubber Pavers can be loose laid directly over the membrane. Installation instruction sheets are available from Carlisle.
Note: Pavers are not recommended for walkways when slopes exceed 2" per horizontal foot.
N. DAILY SEAL
1. On phased roofing, when the completion of flashings and terminations is not possible by the end of each work day,
provisions must be taken to temporarily close the membrane to prevent water infiltration.
2. Temporarily seal any loose membrane edge down slope using asphaltic based roof cement, hot asphalt, spray urethane foam
or a similar product so that the membrane edge will not buck water. Caution must be exercised to ensure that the
membrane is not temporarily sealed near drains in such a way as to promote water migration below the membrane.
600501 - Sure -Weld Mechanically Fastened Application 8/2007 14
3. On existing built -up roofs, remove the gravel. The surface must be clean and dry.
4. After embedding membrane in daily seal material, CHECK FOR CONTINUOUS CONTACT. Provide continuous
pressure over length of the temporary seal with 15' lengths of 2 -1/2" diameter Lay Flat Tubing filled with dry sand.
Note: The use of rigid wood nailers is not recommended due to warping and because constant compression cannot be
achieved on an uneven substrate.
5. When work is resumed, pull the Sure -Weld membrane free; trim and remove membrane where the daily seal material was
previously applied before continuing installation of adjoining sections.
O. CLEAN UP
If required by the specifier to ensure the aesthetics of the surface of the Sure -Weld membrane, hand prints, footprints, general
traffic grime, industrial pollutants and environmental dirt may be cleaned from the surface of the Sure -Weld membrane by
scrubbing with soapy (non- abrasive soap) water and rinsing the area completely with clean water. Weathered Membrane Cleaner
can also be used to clean the surface of the Sure -Weld membrane.
Copyright 2007 Carlisle SynTec Incorporated
Carlisle, Sure -Weld, Sure -Seal, Piranha Plates, SecurTAPE, Sure - White, SecurEdge, RUSS
and Interlocking Pavers are Trademarks of Carlisle Corporation
Foamular is a Trademark of UC Industries, Inc.
This specification represents the applicable information available at time of publication. Owners, specifiers and Carlisle Authorized
Roofing Applicators should consult Carlisle or their Carlisle Manufacturer's Representative for any information that has subsequently
been made available. Review the appropriate Carlisle warranty for specific warranty coverage, terms, conditions and limitations.
600501 - Sure -Weld Mechanically Fastened Application 8/2007 15
SURE -WELD® MECHANICALLY FASTENED
ROOFING SYSTEM
"Attachment P"
Membrane Fastening Criteria
August 2007
A. The following chart indicates the appropriate Carlisle Fasteners and Plates for membrane securement with the referenced roof
deck and includes minimum penetration requirements and pilot hole criteria. For minimum pullout requirements; refer to
Attachment II, Withdrawal Resistance Criteria, in Part I, Design Criteria.
Deck /Parapet Type
Carlisle Fasteners and Required
Membrane Fastening Plates
Minimum
Penetration
Pilot Hole
Depth
Pilot Hole
Diameter
Steel, 22 gauge (.75 mm)
or heavier or Lightweight
Insulating Concrete over Steel
HP -X Fasteners/ Piranha Plates
HP -Xtra Fasteners /Piranha Xtra Plates
3/4"
N/A
N/A
Structural Concrete, rated 3,000
psi or greater
CD -10 /Piranha Plates
1"
(1)
7/32"
HD 14 -10 Fasteners /Piranha Plates
1"
(1)
3/16"
Wood Plank or minimum
15/32" (12 mm) thick Plywood
HP -X Fasteners /Piranha Plates
HP -Xtra/ Piranha Xtra Plates
Min. 1" (2)
N/A
N/A
Minimum 7/16" (11 mm) thick
Oriented Strand Board (OSB)
HP -X/ Piranha Plates
HP -Xtra /Piranha Xtra Plates
1"
N/A
N/A
Cementitious Wood Fiber
HP -NTB /Plates (3)
1 -1/2"
(4)
N/A
Gypsum
HP -NTB /Plates (4)
1 -1/2"
(1)
7/16", " (5)
or 9/16" (5)
Masonry (block, brick or
concrete)
HP Term Bar Nail -In (6)
3/4"
(1)
1/4"
Notes:
(1) The pilot hole must be predrilled to a sufficient depth to prevent contact between the fastener point and any accumulated dust in the
predrilled hole. This will help prevent bottoming out of the fastener during installation.
(2) For wood planks only, fastener penetration shall not exceed 1 -1/2 ".
(3) The HP -NTB Fastener with a 2" diameter fastening plate (provided as a complete. fastening assembly) must be used for membrane
securement. Either 2" diameter or 3" diameter (provided for use with the HP -NTB Fastener) fastening plates may be used for attachment of
insulation.
(4) Most cementitious wood fiber decks do not require predrilling; however, Carlisle should be contacted prior to installation for verification of
specific types that may require a pilot hole to be predrilled.
(5)
Pilot hole size may be varied to maximize pullout resistance.
(6) Used for the securement of compression bar terminations or Seam Fastening Plates (used for additional membrane securement into vertical
masonry surfaces). Do not use for insulation or primary membrane securement.
N/A = Not Applicable
600501 - Attachment I - SW Mechanically Fastened Application 8/2007 1
B. For designation of wind zones listed on the following chart, refer to Basic Wind Speed Map in this Attachment. If Factory Mutual
approvals are specified, refer to Carlisle's Sure -Weld Code Approval Guide for fastener /plate options and additional membrane
securement requirements, which may be applicable.
To determine appropriate securement requirements, identify project wind zone from the map (at the end of this section) and select
the chart based on project deck type. The building height is then used to determine membrane securement requirements for the
project.
Wind Zone
Deck Type (1)
Building Height
Field Membrane
Width
Fastening Density
(Field &Perimeter
Sheets)
Zone 1
Up to 100 MPH
Steel, Lightweight Insulating Concrete
. over Steel, Structural Concrete, Wood
Planks
Max. 40'
12'
12" O.C.
Steel, Lightweight Insulating Concrete
over Steel, Structural Concrete,
Plywood, Wood Planks or Oriented
Strand Board (3)
Max. 75'
10'
12" O.C.
Gypsum and
Cementitious Wood Fiber
Max. 75'
10'
9" O.C.
8'
12" O.C.
Zone 2
100 -119 MPH
Steel, Lightweight Insulating Concrete
over Steel, Wood Planks (New or
Tearoff)
Max. 40'
12'
6" 0.C..
Steel, Lightweight Insulating Concrete
over Steel, Wood Planks (Reroof /No
Tearoff)
Max. 40'
12'
12" O.C.
Steel, Lightweight Insulating Concrete
over Steel, Plywood, Wood Planks or
Oriented Strand Board (3)
Max. 50'
10'
12 ".O.C.
Structural Concrete
Max. 40'
12'
12" O.C.
Max. 75'
10'
12" O.C.
Gypsum and
Cementitious Wood Fiber
Max. 50'
10'
9" O.C.
8'
12" O.C.
Zone 3
120- 129MPH (4)
Steel or Lightweight Insulating
Concrete over Steel
Max 75'
10'
9" O.C.
8'
12" O.C.
Structural Concrete
Max. 50'
10'
12" O.C.
Plywood, Wood Planks (2), Oriented
Strand Board (3), Gypsum and
Cementitious Wood Fiber
Max. 50'
8'
9" O.C.
Zone 4
130 MPH
or Greater
Steel or Lightweight Insulating
Concrete over Steel
Max 75
10'
6" O.C. **
8'
9" O.C.
Structural Concrete
Max. 50'
8'
12" O.C.
Plywood, Wood Planks (2), Oriented
Strand Board, Gypsum or Cementitious
Wood Fiber
NOT ACCEPTABLE (2)
Notes:
(1)
* If HP -Xtra Fasteners /Piranha Xtra Plates are used, fastener spacing may be 12" on center.
** If HP -Xtra Fasteners /Piranha Xtra Plates are used, fastener spacing may be 9" on center.
Refer to "Attachment II," for minimum roof deck /pullout requirements and the required Carlisle Fastener.
(2) On plywood or wood plank decks, if pullout tests exceed 425 pounds per fastener, the membrane securement
requirements for steel decks may be followed providing the pullout tests are submitted to Carlisle for approval.
(3)
On oriented strand board decks, pullout tests should be conducted with HP -X or HP -Xtra Fasteners to verify that a
minimum pullout value of 360 pounds can be achieved.
(4) Those areas located between wind zone contours of 120 -129 MPH within 20 miles of the coastline shall be
considered as a Zone 4 Wind Zone.
600501 - Attachment I - SW Mechanically Fastened Application 8/2007
2
C. Perimeter sheets are required along the roof perimeter which is defined as all edges of each roof section. Where multi -level
roofs meet at a common wall, the adjacent edge of the upper roof is treated as a roof perimeter if the difference in height is
greater than 3'. Perimeter sheets are not required at the base of the wall at the lower level. Refer to Detail SWMF -2 for further
information.
The number of perimeter sheets required is dependant on project wind zone and building height as identified in the chart below.
At roof ridges (when slopes exceed 3" to the horizontal foot), one perimeter membrane sheet, centered approximately over the
roof ridge is required.
1. When using 12' and 10' wide field sheets, 6' wide perimeter sheets are utilized along roof edges.
2. When using 8' wide field sheets, 4' wide perimeter sheets are utilized along roof edges.
3. As an option to the use of 6' or 4' wide perimeter sheets, 10" wide TPO Pressure - Sensitive RUSS can be used beneath the
field sheets to create perimeter sheets. Refer to Paragraph H, Membrane Placement and Securement for requirements.
C. Buildings With Large Openings and Overhangs
When any wall contains major openings with a combined area that exceeds 10% of the total wall area on which the openings
are located, four (4) perimeter sheets (centered over the opening) must be specified as shown.
1. When using 12' or 10' wide field membrane sheets, 6' wide perimeter sheets are utilized. When using 8' wide field sheets,
4' wide perimeter sheets are utilized. As an option, 10" wide TPO Pressure - Sensitive RUSS can be used beneath the field
sheets to form perimeter sheets.
2. As an option to the above perimeter securement, an adhered membrane section may be used in lieu of the mechanically
fastened membrane at large openings in accordance with the Carlisle Specification for Sure -Weld Adhered Roofing
Systems.
FOUR
PERIMETER
SHEETS
CENTERED
OVER
OPENING
AS SHOWN
Large Openings
PERIMETER
SHEET
Note: Fastening plates are required at the end laps of
the perimeter membrane sheets on both sides of the
opened area.
600501 - Attachment 1- SW Mechanically Fastened Application 8/2007
Overhangs
The membrane must be specified with perimeter sheets
installed over the entire overhang area extending onto the
main roof deck when at the same level.
PERIMETER
it • W MMM VVN��
INSTALL PERIMETER SHEETS OVER THE
ENTIRE OVERHANG AREA EXTENDING ONTO
THE MAIN ROOF DECK WHEN AT THE SAME
LEVEL AS SHOWN.
3
Wind Zone
Building Height
# of Perimeter Sheets Required
(Note 1)
Up to 100 mph ( "Lone 1)
Up to 50'
1 or 2 (see Note 2)
51' to 75'
2
100 to 129 (Zones 2 & 3)
Up to 75'
2 (Note 3)
130 mph or Greater (Zone 4)
Up to 75'
4
Notes
1.
2.
3.
Fastener spacing for perimeter membrane sheets is equivalent to the fastener spacing for field sheets.
Two perimeter sheets required when 12' sheets are fastened 12" o.c.
Gypsum and cementitious wood fiber decks in Zone 3 require 3 perimeter sheets.
C. Buildings With Large Openings and Overhangs
When any wall contains major openings with a combined area that exceeds 10% of the total wall area on which the openings
are located, four (4) perimeter sheets (centered over the opening) must be specified as shown.
1. When using 12' or 10' wide field membrane sheets, 6' wide perimeter sheets are utilized. When using 8' wide field sheets,
4' wide perimeter sheets are utilized. As an option, 10" wide TPO Pressure - Sensitive RUSS can be used beneath the field
sheets to form perimeter sheets.
2. As an option to the above perimeter securement, an adhered membrane section may be used in lieu of the mechanically
fastened membrane at large openings in accordance with the Carlisle Specification for Sure -Weld Adhered Roofing
Systems.
FOUR
PERIMETER
SHEETS
CENTERED
OVER
OPENING
AS SHOWN
Large Openings
PERIMETER
SHEET
Note: Fastening plates are required at the end laps of
the perimeter membrane sheets on both sides of the
opened area.
600501 - Attachment 1- SW Mechanically Fastened Application 8/2007
Overhangs
The membrane must be specified with perimeter sheets
installed over the entire overhang area extending onto the
main roof deck when at the same level.
PERIMETER
it • W MMM VVN��
INSTALL PERIMETER SHEETS OVER THE
ENTIRE OVERHANG AREA EXTENDING ONTO
THE MAIN ROOF DECK WHEN AT THE SAME
LEVEL AS SHOWN.
3
Z=MME'% Utigla .rm�iTiF�IPYL"EtlaTill*IIIIR
130'
45~� /
40
Coastal Washk, ton
in Soseial Wind ado
Min um Desk wind
speed is 100(15)
Coastal Oregon
in Special Wind Region
Minimum bask wind
speed Is 90(40)
125'
120•
• 115'
110• 105'
100'
90'
•
80' 75' 70'
90(40)
`yri 00(45;
10(49)
120(54)
130(58)
140(63)
gomete,s
Miles
120' 115°
110' 105'
"'Special Wind Region
1
110(49) 130(58)
120(54)
100'
Notes: 1. Values are nominal design 3- second gust wind speeds in miles per hour (m/s)
at 33ft (10m) above ground for Exposure C category.
2. Linear interpolation between wind contours Is appropriate.
3. Islands and coastal areas outside the last contour shall use the last wind spped
contour of the coastal area.
4. Mountainous terrain, gorges, ocean promontories, and special wind regions
shall be examined for unusual wind conditions. Seek 50 -yr MRI wind speed values
from local building officials. As a minimum, increase the wind speed values by 10%
except where minimum wind speed values are noted in Washington and Oregon
95' 90'
Zone 1 — Up to 100 MPH
Zone 2 — 100 - 119 MPH
Zone 3 — 120 - 129 MPH
Zone 4 —130 MPH or greater
SO 0 50 100
Miles
Zone 1 — Up to 100 MPH
Zone 2 — 100 - 119 MPH
Zone 3 —120 -129 MPH
Zone 4 —130 MPH or greater
Notes:
1. Values are nominal design 3- second gust wind speeds in miles per hour (m /s) at 33' above Ground for
Exposure C category.
2. Linear interpolation between wind contours is appropriate.
3. Islands and coastal areas outside the last contour shall use the wind speed contour of the coastal area.
4. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual
wind conditions, Seek 50 year MRI wind speed values from local building officials. As a minimum, increase
the wind speed values by 10 %.
600501 - Attachment I - SW Mechanically Fastened Application 8/2007
5
11 (49)
100(45)
90° 85° 80° 90(40) 75°
120(54)
35
30(58)
35°
140(63)
90(40)
100(45)
110(49)
120(54)
130(58)
140(63
30" -
90(40)
110-111015r stiselmosiorpicto
,rte #�I/+44, ii+ '
�f6e-�1w. 1./iiit: ja a 1.t 4-- go acimmilltrirdi■ .11.40121111110 _I., 7.
1.
� '` ,� y ;� . vim
� 1. 30(58)
40(63)
150(47)
90°
50 0 100 • 200
Kilometers
50 0 50 100
Mlles
140(63)
85°
'Itkr;
140(63)%—"�
150(47) - - A
150(47)
30°
III Special Wind Region
80°
°
Zone 1 – Up to 100 MPH
Zone 2 – 100 - 119 MPH
Zone 3 – 120 - 129 MPH
Zone 4 –130 MPH or greater
Notes:
1. Values are nominal design 3- second gust wind speeds in miles per hour (m /s) at 33' above Ground for Exposure
C category.
2. Linear interpolation between wind contours is appropriate.
3. Islands and coastal areas outside the last contour shall use the wind speed contour of the coastal area.
4. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind
conditions, Seek 50 year MRI wind speed values from local building officials. As a minimum, increase the wind
speed values by 10 %.
600501 - Attachment I - SW Mechanically Fastened Application 8/2007 6
35
30
25
105°
100°
95°
90°
IIIIIIIIIIIIIIIII
NW NMI
r //m/
r//m 90(40) `� ��� I ���� �%
�°s,,,.. =- . pis
r.�r♦!���e ∎I..0��W.i lti�.4�
♦ I�:�i .. ,r;, l
val �� +t�0I 1dn(R'�1 year
Asio
°
90(40)
100(45)
10(49)
120(54)
130(58)
40(63)
0°
150(67)
SO o iao 200
eusso
Kilometer.
50 0 50 100
Miles
90(40)
100°
140(63)
100(45) 130(58)
110(49 120(54)
95°
• Special Wind Region
90°
5°
Zone 1 — Up to 100 MPH
Zone 2 — 100 - 119 MPH
Zone 3 — 120 - 129 MPH
Zone 4 —130 MPH or greater
Notes:
1. Values are nominal design 3- second gust wind speeds in miles per hour (m /s) at 33' above Ground for
Exposure C category.
2. Linear interpolation between wind contours is appropriate.
3. Islands and coastal areas outside the last contour shall use the wind speed contour of the coastal area.
4. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual
wind conditions, Seek 50 year MRI wind speed values from local building officials. As a minimum, increase
the wind speed values by 10 %.
600501 - Attachment I - SW Mechanically Fastened Application 8/2007
7
175° 170° 165 160° 155° 150° 145° 140° 135° 130° 125° 120° 115°
165°
160°
155°
Zone 1 — Up to 100 MPH
Zone 2 — 100 - 119 MPH
Zone 3 — 120 - 129 MPH
Zone 4 —130 MPH or greater
Notes:
150°
145°
140°
135°
200 400 600
Kilometers
0 200 400
I . 1 t I 1 1 1 1 1 . 1 I
Miles
130°
1. Values are nominal design 3- second gust wind speeds in miles per hour (m /s) at 33' above Ground for
Exposure C category.
2. Linear interpolation between wind contours is appropriate.
3. Islands and coastal areas outside the last contour shall use the wind speed contour of the coastal area.
4. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual
wind conditions, Seek 50 year MRI wind speed values from local building officials. As a minimum, increase
the wind speed values by 10 %.
600501 - Attachment I - SW Mechanically Fastened Application 8/2007 8
SURE -WELD® MECHANICALLY FASTENED
ROOFING SYSTEM
"Attachment II"
Heat Welding Equipment
August 2007
1. Automatic Heat Welder
An electrically powered, self - propelled device that utilizes an electrical resistance heating element or heater and fan - forced super
heated air to weld Sure -Weld membrane seams.
a. Welding speed: The speed of the welding machine must be no faster than necessary to produce a good heat weld, and will
vary according to environmental conditions.
b. Temperature recommendations: Operating temperature is approximately 1000° F ( #8 temperature setting). Sure -Weld
TPO Membrane will not "bleed out" (membrane begins to flow out from edge).
2. Hot Air Hand Welder
An electrically powered, hand -held device that utilizes an electrical resistance heating element or heater and fan - forced super
heated air to heat weld Sure -Weld membrane and flashing. A hand -held silicone rubber roller is used in conjunction with the
welder to apply the pressure that fuses the heated membrane surfaces to each other.
The hand -held welder is typically used to repair seams, or when the use of the Automatic. Heat Welder is inappropriate (such as
flashing penetrations and on high sloped surfaces).
3. Electrical Cords: For generator requirements and maximum length of electrical cords, refer to Generator /Electrical
Requirements below.
4. Seam Prober: The probing of heat welded seams is an important step in the application of a Sure -Weld Roofing System. The
use of Carlisle's Seam Probe is recommended to probe all heat welded seams. All seams must be probed (after the seam has
thoroughly cooled) with the appropriate seam probing tool and all deficiencies must be repaired accordingly with a hand held
hot air welder no later than the end of each work day.
5. Silicone Rubber Roller: A 2" wide rubber roller used for rolling heat welded splices.
6. Generator /Electrical Requirements
Building power supplies do not typically provide the proper amount of power necessary for consistent heat welding. The use of a
portable generator conforming to the following guidelines is strongly advised.
a. A minimum 6500 watt generator with a minimum output of 210 volts is required for one Automatic Heat Welder.
Reduced power availability will result if additional equipment is connected to the generator and may result in faulty heat
welded seams. GFI (Ground Fault Interrupter) protection is recommended. Additional generators will be required for
operating other power tools and hand held hot air welders.
Electrical cords (3 conductor) of the maximum length indicated must be used with the corresponding wire as listed below:
Maximum Length
Wire Size
50 foot
#12
100 foot
#10
300 foot
#8
b. A minimum 3,000 watt generator may be used to power a maximum of two hand held heat welders as long as no other
equipment is connected. This generator should service a minimum of 110 volts and be GFI (Ground Fault Interrupter)
protected.
600501 - Attachment II - SW Mechanically Fastened Application 8/2007 1
•
Electrical cords (3 conductor) of the maximum length indicated must be used with the corresponding wire as listed below:
Maximum Length
Wire Size
50 foot
#14
100 foot
#12
For extension cords longer than 100', consult an electrician or electrical contractor to ensure proper size of generator and
wire.
7. Heat Welding Precautions
a. 'Check the welding machine set -up to ensure proper alignment of the heating nozzle, airdam, pressure wheels, or
moving parts to see they move properly or are free - spinning. Test run the welding machine to ensure it moves
forward following a straight line. If the alignment is off, make necessary adjustments.
b. Make sure the air intake is open. Clean out the air intake screen for the blower unit at each start up.
c. Check the machine for worn or broken parts, which need to be replaced. Exercise care to protect the pressure wheel
from notches or cuts to prevent incomplete sealing of the welded seam.
d. Before the machine is connected to the power source, make sure it is switched off to prevent a power surge that could
damage the unit. Turn the unit on and allow the blower /heater unit to warm up for approximately 5 to 10 minutes to
reach operating temperature.
e. Clean the heat nozzle with a wire brush to remove any build -up of membrane, as needed.
f. To extend the life of the heating element of the Heat Welding Equipment, always turn the temperature adjustment
down so the welder can cool prior to switching the machine off.
g•
Follow all care and maintenance instructions recommended by the respective manufacturer.
h. It is recommended that two Automatic Heat Welders and two generators be available at the project site in the event
of mechanical failure.
600501 - Attachment II - SW Mechanically Fastened Application 8/2007 2
Membrane Securement
SWMF -2 .
SWMF -2
SWMF -2A
SWMF -2B
SWMF -2C
SWMF -2D
Sure -Weld® Mechanically Fastened
Roofing System
Installation Details
Table of Contents
August 2007
Option 1 — Membrane Securement
Option 2 — Membrane Securement with Pressure - Sensitive RUSS
Lap Cross Section
Plate and Fastener Placement
End Lap Cross Section
Splice Intersection with 60 -Mil Membrane
Ridge Attachment
SWMF -22 Ridge Membrane Attachment
Insulation Attachment
SWMF -27A
SWMF -27B
Carlisle Insulation Attachment
Foamular® /Dow® Insulation Attachment
Length
1/8 inch = 3 mm
1/4 inch = 6 mm
15/32 inch = 12 mm or 1.2 cm
1/2 inch = 13 mm or 1.3 cm
5/8 inch = 16 mm or 1.6 cm
3/4 inch = 19 mm or 1.9 cm
1 inch = 2.5 cm
1-1/4 inches =3.8 cm
1 -1/2 inches = 4 cm
2 inches = 5 cm
3 inches = 8 cm
4 inches = 10.5 cm
5 inches = 12.7 cm
5-1/2 inches = 14 cm
6 inches = 16.5 cm
9 inches = 23 cm
12 inches = 31 cm
18 inches = 46 cm
24 inches = 61 cm
3 feet = .9 m
3 feet, 6 inches = 1.1 m
4 feet = 1.2 m
4 feet, 6 inches = 1.4 m
5 feet =1.5m
8feet =2.4m
10 feet = 3 m
50 feet =15.2m
75 feet = 22.9 m
100 feet = 30 m
250 feet = 76.2 m
10 feet per minute = 3 m per minute
15 feet per minute = 4.6 m per minute
.045 inch = 1.1 mm
.060 inch = 1.5 mm
Roof Slope
2 inches in 12 inches = 16 cm/m
3 inches in 1 horizontal foot = 25 cm/m
5 inches in 12 inches = 41 cm/m
18 inches in 12 inches = 150 cm/m
Fastening Density
1 per 2 square feet = 1 per 1.86 m2
1 per 4 square feet = 1 per 3.72 m2
1 per 5.3 square feet = 1 per 4.93 m2
1 per 6.4 square feet = 1 per 5.95 m2
Metrics
Weight
80 pounds = 36 kg
160 pounds = 45.4 kg
150 pounds = 68 kg
300 pounds = 136 kg
360 pounds = 163 kg
500 pounds = 227 kg
800 pounds = 363 kg
Wind Speed
55 mph = 88.5 km per hour
72 mph = 115.9 km per hour
79 mph = 127.1 km per hour
80 -89 mph = 128.7 - 143.2 km per hour
90 -99 mph = 144.8 - 159.3 km per hour
100 mph = 161 km per hour
Temperature
25° Fahrenheit = 3.5° Celsius
32° Fahrenheit = 0° Celsius
40° Fahrenheit = 4.5° Celsius
90° Fahrenheit = 32° Celsius
120° Fahrenheit = 49° Celsius
City of f Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
January 5, 2012
Joseph Rogers
431 S 190 Street
Burien, WA 98148
RE: Request for Extension
Development Permit No. D10 -258
West Valley Dental —15668 West Valley Hy
Dear Mr. Rogers,
This letter is in response to your written request for an extension to Permit Number D10 -258.
The Building Official has reviewed your letter and considered your request to extend the above
referenced permit. The City of Tukwila Building Division will be extending your permit an
additional 30 days from the date of expiration, through February 3, 2012.
Please be advised that per the Building Official, this extension is being granted to complete the
outstanding work and no additional extensions will be granted. If a final inspection is not called
for, the permit will expire and any new or continuing work will require a new permit application,
plans, and associated fees.
If you should have any questions, please contact our office at (206) 431 -3670.
Sincerely,
Aog
shall
ician
File: Permit No. D 10 -258
W:\Permit Center\Extension Letters \Permits\2010\D10 -258 Permit Extension.doc
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665
74CED
JAN 0 8 2012
8(! I2G fl 170 ,arkiNT
D nnber a(o1 &LO 11
(des C' e c-FPu t I v 1 r eS f c e K4en �' s id IN on
�- 1 -�-- - I - 5
.� D D � 5) cS been
r'e ao ier-; Fro m c crvs heed h e.cLl -1-h; Yom -
frr? -‘1°`'ermsy o_n; r` +Ile. Ho t(d s
c.�loe t o (1 be back.. 014-1-i ( Urn � O
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Ottrihaii#1
/14 ./2-0"frC•died /61
age/
co-f414&
"p of b�liv
Qtr 01.10111--
JOE ROGERS
11301 SE 230 PL
KENT WA 98031
City of f Tulcwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
RE: Permit No. D10 -258
WEST VALLEY DENTAL
15668 WEST VALLEY HY TUKW
Dear Permit Holder:
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 01/04/2012.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 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 01/04/2012, 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.
Sincerely,
c
Bill Rambo
Permit Technician
File: Permit File No. D10 -258
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
06 -30 -2011
JOE ROGERS
11301 SE 230 PL
KENT WA 98031
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
RE: Permit No. D10 -258
15668 WEST VALLEY HY TUKW
Dear Permit Holder:
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 08/21/2011.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 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 08/21/2011, 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.
Sincerely,
Bill Rambo
Permit Technician
qt,
File: Permit File No. D10 -258
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
02 -01 -2011
JOE ROGERS
11301 SE 230 PL
KENT WA 98031
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
RE: Permit No. D10 -258
15668 WEST VALLEY HY TUKW
Dear Permit Holder:
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 03/28/2011.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 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 03/28/2011, 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.
Sincerely,
c
Bill Rambo
Permit Technician
File: Permit File No. D10 -258
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
li PE IT . s ' COPY.
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D10 -258
PROJECT NAME: WEST VALLEY DENTAL
DATE: 09/14/10
SITE ADDRESS: 15668 WEST VALLEY HY
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # after Permit Issued
DEPART ENTS:
ilding I ision
Public Works
n
t��
I e Preventi n
Structural
Planning Division
nPermit Coordinator ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete 1:41,
Comments:
Incomplete
DUE DATE: 09/16/10
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
TUES/THURS ROUTING:
Building
Please Route tI Structural Review Required n No further Review Required n
REVIEWER'S INITIALS:
DATE:
APPROVALS OR CORRECTIONS:
Approved n Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 10/14/10
Not Approved (attach comments) n
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2 -28 -02
HYDRANT 50v11-1 SIDE
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__ - __
FILE C 1 *} Y
Permit No. DlO' 2 S$
Plan review approval is subject to errors and omisions.
Approval of construction documents does not authorize
the violation of any adopted code or ordnance. Receipt
of .' :. : 'op i E ons is acknowledged
Date:.
9 - — ICS
City Of Tukwila
BUILDING DIVISION
REVS
No ages be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional plan review foes.
ovruwE of EXIERIoR YAL1. WOW
-------- - - - - --
2sr4:lsQ9'. 18'
SEPARATE PERMIT
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City of Tukwila
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