13120062 CITY OF CUPERTINO BUILDING PERMIT
BUILDING ADDRESS: 10660 DE ANZA BLVD CONTRACTOR:D.C.TAYLOR COMPANY PERMIT NO: 13120062
OWNER'S NAME: BYER ALLEN G AND MARIAN 5060 FORNI DR DATE ISSUED:12/06/2013
OWNER'S PHONE: 4156262937 CONCORD,CA 94520 PHONE NO:(925)603-1100
LICENSED CONTRACTOR'S.DECLARATION JOB DESCRIPTION:RESIDENTIAL Q COMMERCIAL
License Class 3 Lic.# 5 '6
Contractor •G ( �GZ �,' Date
I hereby affirm that I am licensed under the.provisionsof Chapter 9
(commencing with Section 7000)of Division 3 of the Business&Professions
Code and that my license is in full force and effect.'
I hereby affirm under penalty of perjury one.of the following two declarations:
I have and will maintain a certificate.of consent.to:self-insure foi Worker's
Compensation,as provided for by Section 3700 of,the Labor Code,for the
r-re7aridl,ollmaintain
oanf the work for which this pennit is issued. Sq.Ft Floor Area: Valuation:$15961
Worker's Compensation Insurance,as provided for by
ion 3700 of the Labor Code,for the performance of the work for which this APN Number:36937026.00 Occupancy Type:
p it is issued.
APPLICANT CERTIFICATION
I certify that I have read this application and state that the above'information is PERMIT EXPIRES IF WORK IS NOT STARTED
correct.I agree to comply with all city and county ordinances and state laws relating WITHIN 180 DAYS ERMIT ISSUANCE OR
to building construction,and hereby authorize representatives of this city to enter
upon the above mentioned property for inspection purposes. (We)agree to save 1 YS FR ST CALLED INSPECTION
indemnify and keep harmless the City of Cupertino against liabilities,judgments,
costs,and expenses which may accrue against said City in consequence of the G
granting of this permit. Additionally,the applicant understands ill comply Issued Date:
with all non-point source regulations per the Cupertin icipal Code,Section
9.18,
r 2 RE-ROOFS:
Signature Date lJ All roofs shall be inspected prior to any roofing material being install!eA If a roof is
installed without first obtaining an inspection,I agree to rem new materials for
inspection.
❑ ER-BUILDER DECLARATION
Signature of App ican Date:
I hereb irm that I am exempt from the Contractor's License Law for one of
the following two reasons: ALL ROOF COVWA O BE CLASS"A"OR BETTER
I;as owner of the property,or my employees with wages as their sole compensation,
will do the work,and the structure is not intended or.offered for sale.(Sec.7044,
Business&Professions Code)
I,as owner of the property,am exclusively contracting with licensed contractors to HAZARDOUS MATERIALS DISCLOSURE
construct the project(Sec.7044,Business&Professions Code). . I have read the hazardous materials requirements under Chapter 6.95 of the
California Health&Safety Code,Sections 25505,25533,and 25534. I will
I hereby affirm under penalty of perjury one of the following three maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and the
declarations: Health&Safety Code,Section 25532(a)should I store or handle hazardous
I have and will maintain a Certificate of Consent to self-insure for Worker's material. Additionally,should I use equipment or devices which emit hazardous
Compensation,as provided for by Section 3700 of the Labor Code,for the air contaminants as defined by the Bay Area Air Quality Management District I
performance of the work for which this permit is issued. will maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and
I have and will maintain Worker's Compensation Insurance,as provided for by the Health&Safety Code,Sections 25505,25533,and 25534. /
Section 3700 of the Labor Code,for the,performance of the work for which this2 G 3
permit is issued. Owner or authorized agent: Date:
.1
certify that in the performance of the work for which this permit is issued,I shall
not employ any person in any manner so as to become subject to the Worker's
Compensation laws of California. If,after making this certificate of exemption,I CONSTRU LENDING AGENCY
become subject to the Worker's Compensation provisions of the Labor Code,I must I hereby affirm that there is a4 nstruction lending agency for the performance of
forthwith comply with such provisions or this permit shall be deemed revoked. work's for which this permit is issued(Sec.3097,Civ C.)
Lender's Name
APPLICANT CERTIFICATION Lender's Address
I certify that I have read this application and state that.the above information is
correct.I agree to comply withall city and county ordinances and state laws relating
to building construction,and hereby authorize representatives of this city to enter
upon the above mentioned property for inspection purposes.(We)agree to save ARCHITECT'S DECLARATION
indemnify and keep harmless the City of:Cupertino against liabilities,judgments,
costs,and expenses which may accrue against said City in consequence of the I understand my plans shall be used as public records.
granting of this permit.Additionally,the applicant understands and will comply
with all non-point source regulations per the Cupertino Municipal Code;Section Licensed Professional
9.18.
Signature Date
CITY OF CUPERTINO BUILDING PERMIT
BUILDING ADDRESS: 10660 S DE ANZA BLVD CONTRACTOR:D.C.TAYLOR COMPANY PERMIT NO: 13120062
OWNER'S NAME: BYER PROPERTIES LP 5060 FORM DR DATE ISSUED: 12/06/2013
OWNER'S PHONE: 4156262937 CONCORD,CA 94520 PHONE NO:(925)603-1100
❑ LICENSED CONTRACTOR'S DECLARATION BUILDING PERMIT INFO: BLDG ELECT PLUMB
License Class Lic.#
MECH " RESIDENTIAL I— COMMERCIAL
Contractor Date
I hereby affirm that I am licensed under the provisions of Chapter 9 JOB DESCRIPTION:(8 SQ'S)FLAT SURFACE ONLY,INSTALL FIBERTITE
(commencing with Section 7000)of Division 3 of the Business&Professions SINGLE-PLY ROOFING SYSTEM OVER(E)SINGLE PLY BUR
Code and that my license is in full force and effect. (NO TEAR OFF)COOL ROOF COMPLIANT SYSTEM
I hereby affirm under penalty of perjury one of the following two declarations:
I have and will maintain a certificate of consent to self-insure for Worker's
Compensation,as provided for by Section 3700 of the Labor Code,for the
performance of the work for which this permit is issued.
I have and will maintain Worker's Compensation Insurance,as provided for by
Section 3700 of the Labor Code,for the performance of the work for which this Sq.Ft Floor Area: Valuation:$15961
permit is issued.
APPLICANT CERTIFICATION APN Number:36937026.00 Occupancy Type:
I certify that I have read this application and state that the above information is
correct.I agree to comply with all city and county ordinances and state laws relating
to building construction,and hereby authorize representatives of this city to enter
upon the above mentioned property for inspection purposes. (We)agree to save PERMIT EXPIRES IF WORK IS NOT STARTED
indemnify and keep harmless the City of Cupertino against liabilities,judgments,
costs,and expenses which may accrue against said City in consequence of the WITHIN 180 DAYS OF PERMIT ISSUANCE OR
granting of this permit. Additionally,the applicant understands and will comply 180 DAYS FROM LAST CALLED INSPECTION.
with all non-point source regulations per the Cupertino Municipal Code,Section
9.18.
Signature Date Issued by: Date:
❑ OWNER-BUILDER DECLARATION
RE-ROOFS:
I hereby affirm that I am exempt from the Contractor's License Law for one of All roofs shall be inspected prior to any roofing material being installed.If a roof is
the following two reasons: installed without first obtaining an inspection,I agree to remove all new materials for
I,as owner of the property,or my employees with wages as their sole compensation, inspection.
will do the work,and the structure is not intended or offered for sale(Sec.7044,
Business&Professions Code) Signature of Applicant: Date:
I,as owner of the property,am exclusively contracting with licensed contractors to
construct the project(Sec.7044,Business&Professions Code). ALL ROOF COVERINGS TO BE CLASS"A"OR BETTER
I hereby affirm under penalty of perjury one of the following three
declarations: HAZARDOUS MATERIALS DISCLOSURE
I have and will maintain a Certificate of Consent to self-insure for Worker's
Compensation,as provided for by Section 3700 of the Labor Code,for the I have read the hazardous materials requirements under Chapter 6.95 of the
performance of the work for which this permit is issued. California Health&Safety Code,Sections 25505,25533,and 25534. 1 will maintain
I have and will maintain Worker's Compensation Insurance,as provided for by compliance with the Cupertino Municipal Code,Chapter 9.12 and the Health&
Section 3700 of the Labor Code,for the performance of the work for which this Safety Code,Section 25532(a)should I store or handle hazardous material.
Additionally,should I use equipment or devices which emit hazardous air
permit is issued. contaminants as defined by the Bay Area Air Quality Management District I will
I certify that in the performance of the work for which this permit is issued,I shall maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and the
not employ any person in any manner so as to become subject to the Worker's Health&Safety Code,Sections 25505,25533,and 25534.
Compensation laws of California. If,after making this certificate of exemption,I
become subject to the Worker's Compensation provisions of the Labor Code,I must Owner or authorized agent:
forthwith comply with such provisions or this permit shall be deemed revoked. Date:
APPLICANT CERTIFICATION CONSTRUCTION LENDING AGENCY
I certify that I have read this application and state that the above information is I hereby affirm that there is a construction lending agency for the performance of work's
correct.I agree to comply with all city and county ordinances and state laws relating for which this permit is issued(Sec.3097,Civ C.)
to building construction,and hereby authorize representatives of this city to enter Lender's Name
upon the above mentioned property for inspection purposes.(We)agree to save
indemnify and keep harmless the City of Cupertino against liabilities,judgments, Lender's Address
costs,and expenses which may accrue against said City in consequence of the
granting of this permit.Additionally,the applicant understands and will comply ARCHITECT'S DECLARATION
with all non-point source regulations per the Cupertino Municipal Code,Section
9.18. I understand my plans shall be used as public records.
Signature Date Licensed Professional
�v
REROOF PERMIT APPLICATION n00
10 COMMUNITY DEVELOPMENT DEPARTMENT•BUILDING DIVISION
10300 TORRE AVENUE•CUPERTINO,CA 95014-3255 ni,
(408)777-3228•FAX(408)777-3333•building(Wcupertino.org \ 1
CUPERTINO I \
PROJECT ADDRESS 10660 3)[ A.42
A J/V-rP 7"N" 36
Q -3 7 - O 2-G
OWNER NAME � PHONE / `
�trz7►F G z? 37 E-MAIL
STREET ADDRESS / � Fo ,7166. F CFIY,'S�IE ZI�A IJG'C Co G�I� 4 1�10 FAX
CONTACT NAME L I ' PHONE O i i.� 2/ •7 2 / E-MAIL
STREET ADDRESS CITY,STATE,ZIP FAX
❑OWNER ❑ OWNER-BUILDER ❑ OWNER AGENT CONTRACTOR ❑CONTRACTOR AGENT ❑ ARCHITECT ❑ENGINEER ❑ DEVELOPER ❑TENANT
CONTRACTOR NAME LIC�N,sE ER LICENS$ E BUS.LIC.#
• C • l./rt/LU12 �/ �o �
COMPANY NAME E-MAIL /� FAX , //07
STREET ADDRESS KA)' C1T A ZC�Z i� G A �.I_C `-v PHONE. CJD �CJ�
ARCHITECT/ENGINEER NAME LICENSE NUMBER T J BUS.LIC.#
COMPANY NAME E-MAIL FAX
STREET ADDRESS CITY,STATE,ZIP PHONE
USE OF ❑ SFD or Duplex ❑ Multi-Family ROOF AREA: VALUATION: q/
STRUCTURE: Commercial gV✓ 7•Ic /s /CJ t/
EXISTING ROOF TYPE: 12(BUR,T-UP ROOF ❑ASPHALT SHINGLES ❑WOOD SHAKES ❑WOOD SHINGLES ❑OTHER(SPECIFY)
REMOVE/REPLACE ❑YES IF NO, On1�[ PLYWOOD ❑ 'h" ❑ PLYWD ❑OSB PTTCH: ROOF
NO #L THIC ❑5/8" TYPE: ❑ CDX ,�`5 '12 CLASS: A
PROPOSED ROOF TYPE: ❑BUILT-UP ROOF ❑ASPHALT SHINGLES ❑WOOD SHAKES ❑WOOD SHINGLES OTHER 51'511- ICC-ES REPP #
DESCRIPTION OF WORK: (�
,� A f 1 5 i. f:::-( r ER-717C lA cam' f� R-V� rid -S//
7
�-Zi:7i 7 i 1•v �t lJ l2. L 41
A- -7,
By my signature below,I certify to each of the following: I am the property owner or authorized agent to act on the property owner's behalf I have read this
application and the information I have provided is correct. I have read the Description of Work and erify it is accurate. I agree to comply with all applicable local
ordinances and state laws relating to building constructi I authorize repres upertino to enter the above--identified property for inspection purposes.
Signature of Applicant/Agent: Date: 1?4_61 1
4-7
SUPPLEMEZ
AL INF QUIRED OFPTCE USE ONLY
_If building is associateome Owners Association,provide letter PLAN CHECK TYPE ROUTING SLIP
Of approval from HOA. `P4VER.THE-COUNTER ❑ BUILDING PLAN REVIEW
Provide Planning approval to verify if there any restrictions. ❑ EXPRESS ❑ PLANNING PLAN REVIEW
Provide copy of Manufacturer's Installation Specifications. ❑ STANDARD ❑ FIRE DEPT
Provide signed copy of Cupertino's Tear-Off Policy. ❑ OTHER:
ReroofApp_2011.doc revised 03/16111
CITY OF CUPERTINO
FEE ESTIMATOR-BUILDING DIVISION
ADDRESS: 1.0660 S DE ANZA BLVD DATE: 12/06/2013 REVIEWED BY: MELISSA
APN: -369 37026 . BP#: *VALUATION: $15,961
*PERMIT TYPE: Building.Permit PLAN CHECK TYPE: Alteration/Addition/ Repair
PRIMARY PENTAMATION
USE: Commercial Building PERMIT TYPE: 1COMMLROO i
WORK 8 SQ'S FLAT SURFACE ONLY INSTALL FIBERTITE SINGLE-PLY ROOFING SYSTEM OVER E
SCOPE SINGLE PLY BUR (NO TEAR OFF)COOL ROOF COMPLIANT SYSTEM
— _ s
:
Ltech.Ilan Check PlumL Plan Check Elec.Plan Check
llech.Pc.rrtril l'ee: Plumb.Permil 1,ee: Dec.Pcrmiz l ec::
Dihcr:1lech.Insp. Other Plumb Insp. Ot/rcr Elec.Insp.
A,Iech.Insp.Fee: Plumb.Insp.Pee: Elec.Insp.Pee:
NOTE:This estimate does not include fees due to other Departments(i.e.Planning,Public Works,Fire,Sanitary Sewer District,School
District,etc.). These fees are based on there&mina information available and are only an estimate. Contact the De t or addn 7 info.
FEE ITEMS (Fee Resolution 11-053 E . 7/1/13) FEE QTY/FEE MISC ITEMS
Plan Check Fee: $0.00 800 s.f. Re-roof
Suppl.PC Fee: 0 Reg. ,Q OT0.0 lrs $0.00 $383.00 1REROOFCOM
PME Plan Check: $0.00
Permit Fee: $0.00
Suppl. Insp.Fee,0 Reg. Q bT : 0,0 hrs $0.00
PME Unit Fee: $0.00
PME Permit Fee: $0.00
Construction Tax:
Administrative.ree:
Work Without Permit? ® Yes 0 No $0.00
Advanced Planning Fee: $0.00 Select a Non-Residential E)
Travel Docuinentation Fees: Building or Structure
Strong Motion Feer IBSEISMICO $3.35 Select an Administrative Item
Bldg Stds Commission Fee: IBCBSC $1.00
$4.35 $383.00 _ 0"1 $387.35
Revised: 10101/2013
Building Department
City Of Cupertino
10300 Torre Avenue
.Cupertino, CA 95014-3255
Telephone: 408-777-3228
C U P E RT I N O Fax: 408-777-3333
CONTRACTOR/SUBCONTRACTOR LIST
JOB ADDRESS: 0&6O Z4 &/,jj-> PERMIT# 0 6
OWNER'SNAME: 1 Nzia-T, PHONE# /,. -2-237
GENERAL CONTRAC OR: , 7 BUSINESS LICENSE-'#
ADDRESS: 5 6 F07,J1 1 1 2 CITY/ZIPCODE 60 ' '` Z 2d
*Our municipal code requires all businesses working in the city to have a City of Cupertino business license.
NO BUILDING FINAL OR FINAL OCCUPANCY INSPECTION(S) WILL BE SCHEDULED UNTIL THE
GENERAL CONTRACTOR AND ALL SUBCONTRACTORS HAVE OBTAINED A CITY OF CUPERTINO
BUSINESS LICENSE.
I am not using any subcontractors:
Si re Date
Please check applicable subcontactors
rand to the following information.;
SUBCONTRACTOR USINESS NAME BUSINESS LICENSE #
Cabinets & Millwork
Cement Finishing
Electrical
Excavation
Fencing
Flooring/Carpeting
Linoleum/Wood
Glass/Glazing zz
Heating
Insulation
Landscaping
Lathing
Masonry
Painting/Wallpaper
Paving
Plastering
Plumbing
Roofing
Septic Tank
Sheet Metal
Sheet Rock
Tile
Owner/Contractor Signature Date
c
ICC EVALUATION
c SERVICE
ICC-ES Evaluation Report ESR-1456
Reissued June 1, 2013
This report is subject to renewal August 1, 2014_
www.icc-es.org 1 (800)423-6587 1 (562)699-0543 A Subsidiary of the International Code Council®
DIVISION:07 00 00—THERMAL AND MOISTURE (30.5 m) long. It is also available in 20-foot-by-64.5-foot
PROTECTION (6 096 mm by 19 660 mm) prefabricated panel rolls with
Section:07 54 00—Thermoplastic Membrane Roofing integral 3.5-inch-wide (89 mm)securing tabs located every
51 inches (1.3 m) on center running perpendicular to the
REPORT HOLDER: length of the membrane.
SEAMAN CORPORATION 3.2.2 FiberTite®-XT: FiberTite=XT membrane is the
1000 VENTURE BOULEVARD same formulation as the FiberTite membrane, but is
WOOSTER,OHIO 44691 nominally 45 mils [0.045 inch (1.14 mm)] thick. It is
(800)927-8578 available in the same widths and lengths as the FiberTite
www.fibertite.com membrane.
3.2.3 FiberTite®-FB (Fleece Back): FiberTite=FB
EVALUATION SUBJECT: (Fleece Back) membrane is the same formulation as the
FiberTite membranes, but has a 6-ounce-per-square-yard
FIBERTITE®ROOFING MEMBRANES: FIBERTITE, (200 g/m2), polyester, nonwoven fabric fleece heat-bonded
FIBERTITE®-XT,AND FIBERTITE'-FB to the back side. The membrane is nominally 40 mils
[0.040 inch (1.02 mm)] thick prior to the addition of the
1.0 EVALUATION SCOPE polyester fleece material, and is nominally 45 mils [0.045
inch (1.14 mm)] thick with the polyester fleece material.
Compliance with the following codes: The membrane is available in rolls 54 inches(1.4 m)wide
■ 2006 International Building Code®(IBC) and 80 feet(24.4 m)long.
■ Other Codes(see Section 8) 3.3 Insulation:
Properties evaluated: Foam plastic insulation, where used, must have a flame-
■ Weather resistance spread index of not more than 75 when tested in
■ Roof covering fire classification accordance with ASTM E 84 at the maximum thickness
intended for use. See Tables 1 through 7 for insulations for
in Wind uplift resistance use with specific roof covering systems.
■ Impact resistance 3.4 Barrier Board:
2.0 USES Barrier board,where used,must be one of the following:
FiberTite roofing membranes are single-ply membranes ■ 1/4-inch-thick (6.4 mm) "DensDeck," manufactured by
used as roof covering in ballasted, adhered and
mechanically fastened Class A or B membrane roof Geogia-Pacific Corporation
covering systems,on new or existing roofs. ■ 5/8-inch-thick(15.9 mm)gypsum wallboard
3.0 DESCRIPTION 3.5 Slip sheet:
3.1 General: Slip sheet,where used,may be either of the following:
The FiberTite roof covering systems consist of FiberTite ■ One-ply,"FR-50,"manufactured by Atlas Roofing
single-ply membranes, insulation where used, barrier ■ Two plies,"FR-10,"manufactured by Atlas Roofing
board or slip sheet where used, flashing, adhesives, and
mechanical fasteners that are installed on combustible or 3.6 Fasteners:
noncombustible roof decks. Fasteners, used to mechanically fasten insulation and
3.2 FiberTite®Roofing Membranes: membranes to the roof deck, must be corrosion-resistant
3.2.1 FiberTite®• FiberTite® membrane is a single-ply and may be any of the FiberTite®insulation and membrane
membrane consisting of an ethylene interpolymer / fasteners and plates summarized in this section or shown
kethone ethylene ester (EIP / KEE) reinforced with a in Tables 6 and 7 of this report. Spacing of fasteners must
knitted polyester fabric. The membrane is nominally 36 be in accordance with Table 6.
mils [0.036 inch (0.91 mm)] thick and is available in 3.6.1 FiberTite® Insulation Fastener: A No. 14 carbon
conventional rolls 56 inches (1.4 m) wide and 100 feet steel screw used in combination with the FiberTite®
ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addmsseit nor are they to be construed
as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC, express or implied as
to arty finding or other matter in this report oras to arty product covered by the report w + +g
Copyright 0 2013 Page 1 of 8
ESR-1456 I Most Widely Accepted and Trusted Page 2 of 8
Insulation Stress Plate to attach insulation to steel, wood, 4.2 Fire Classification:
or structural concrete deck. Fastener length must be 4.2.1 New Construction: Roof assemblies which include
sufficient to penetrate through the steel or into the wood the FiberTite roofing membranes described in, and
deck a minimum of /4 inch (19.1 mm) and into the installed in accordance with, this report are classified as
concrete deck a minimum of 1 inch(25.4 mm). Class A or B roof assemblies in accordance with ASTM E
3.6.2 FiberTite® Insulation Stress Plate: A 3-inch- 108 or UL 790,as noted in Tables 1 through 3.
diameter(76.2 mm),0.032-inch-thick 0.82 mm)steel plate
used in combination with the FiberTite Insulation Fastener Reroofing: Prior o installation new roof
c
cove
to attach insulation to roof deck. coverings, inspection in accordance with Section 1510 of
the IBC, and approval from the code official, are required.
3.6.3 FiberTite® Magnum Fastener: A No. 15 carbon See Tables 4 and 5 for fire classification of reroofing
steel screw used in combination with the FiberTite® systems.
Magnum Stress Plate to attach the membrane to steel,
wood,or structural concrete deck. Fastener length must be Class B or C roof coverings may be installed over
c
sufficient to penetrate through the steel or into the wood existing classified roof assemblies under the following
deck a minimum of 314 inch (19.1 mm) and into the conditions without additional roof classification tests,
concrete deck a minimum of 1 inch(25.4 m) provided the resulting classification is the lower of the new
and existing roofing classification:
3.6.4 FiberTite® Magnum Stress Plate: A 2.5-inch-by- ■ New uninsulated roof coverings installed only over
1.5-inch (64 mm by 38 mm), No. 18 gage (0.048 inch),
galvalume steel plate used in combination with the existing uninsulated assemblies.
FiberTite® Magnum Fastener to attach the membrane to ■ New insulated roof coverings installed over existing
the roof deck. uninsulated assemblies only.
3.7 Adhesives: 4.3 Wind Resistance:
3.7.1 FTR 190: FTR 190 is a solvent-based contact 4.3.1 New Construction: The maximum allowable wind
adhesive for bonding FiberTite® and FiberTite®XT uplift pressures for the FiberTite Roofing Membranes as
membranes to a variety of compatible substrates. FTR 190 part of roof covering systems are noted in Tables 6 and 7.
is applied to both the substrate and the underside of the The ballasted system in Table 1 must be designed in
membrane with a coverage of 50 square feet(4.65 m 2)per accordance with IBC Section 1504.8 and ANSI/SPRI RP-4.
gallon(3.78 L).The adhesive has a shelf life of one year. Metal edge securement for low-slope membrane roof
3.7.2 FTR 290: FTR 290 is a one-side application covering systems must be designed in accordance with
(substrate only) solvent-based adhesive for bonding ANSI/SPRI ES-1,complying with IBC Section 1504.5.
FiberTite=FB to a variety of compatible substrates. It has a 4.3.2 Reroofing: Roof coverings employing mechanical
coverage of 90 square feet (8.37 m) per gallon (3.78 L). fasteners must be qualified, to the satisfaction of the code
The adhesive has a shelf life of six months. official, on the adequacy of fasteners penetrating through
3.7.3 FTR 390: FTR 390 is a water vehicle, rubberized existing roof coverings into structural substrates. The uplift
asphalt adhesive designed for bonding FiberTite®FB to a resistance of adhered systems in reroofing applications is
variety of compatible substrates. It is applied to the outside the scope of this report.
substrate with a coverage of 60 square feet (5.58 m 2) per 5.0 CONDITIONS OF USE
gallon(3.78 L).The adhesive has a shelf life of six months.
3.7.4 Insta-Stik: Insta-Stik by Dow Chemical Company is The FiberTite, FiberTite tand FiberTite=FB roofing
membranes described in this report comply with, or are
a single-component polyurethane adhesive used to secure suitable alternatives to what is specified in, the code
insulation boards to concrete, wood or metal decks. It has indicated in Section 1.0 of this report, subject to the
a coverage of 540 square feet (50.22 m ) per unit. The following conditions:
adhesive is supplied in a 30-pound (13.62 kg) unit,
consisting of a cylinder with a flexible dispensing hose and 5.1 Installation and application of FiberTite® roofing
wand assembly. membranes must comply with the IBC, the
3.8 Impact Resistance: manufacturer's published installation instructions, and
this report. The instructions within this report govern if
The FiberTite Roofing Membranes described in this report there are any conflicts between the manufacturer's
meet requirements for impact resistance in accordance instructions and this report.
with Section 5.5 of FM 4470. 5.2 FiberTite roofing systems must be installed by
4.0 INSTALLATION approved installers licensed by Seaman Corporation.
4.1 General: 5.3 Foam plastic insulation, where used, must be
® separated from the interior of the building by an
Installation and application of the FiberTite roofing thermal
approved thermal barrier in accordance with IBC
membranes must comply with the IBC, the manufacturer's Section d .1.l unless otherwise noted in an ICC-
ES evaluation published installation instructions, and this report. The uation report on the foam plastic insulation for
ICC-
manufacturer's published installation instructions must be direct al steel-deck applications.
available at the jobsite at all times during installation.
The slope of the roof on which the FiberTite membranes 5.4 Foam plastic insulation, where used, must bear the
are installed must be a minimum of 1/4:12(2-percent slope) label of an approved testing and listing agency
and must not be more than the maximum slope indicated indicating that the foam plastic has a flame-spread
for the particular assembly as listed in Tables 1 through 5. index of not more than 75 when tested in accordance
with ASTM E 84 at the maximum thickness intended
Penetrations and terminations of the roof covering must for use. Except for applications where a thermal
be flashed and made weather-tight in accordance with the barrier is not required, total thickness of foam plastic
requirements of the membrane manufacturer and the IBC. insulation must be limited to the least of the maximum
ESR-1456 I Most Widely Accepted and Trusted Page 3 of 8
thicknesses allowed in Tables 1 through 7, or the and must not be more than the maximum slope indicated
maximum thickness that limits the flame-spread index for the particular assembly as listed in Tables 1 through 5.
to not more than 75 when testing is performed in penetrations and terminations of the roof covering must
accordance with ASTM E 84.
be flashed and made weather-tight in accordance with the
5.5 Design wind uplift pressure on any roof area, requirements of the membrane manufacturer and the SBC.
including edge and comer zones, must not exceed g 4.2 Fire Classification:
the allowable wind uplift pressure for the roof covering
installed in that particular roof area. Refer to the 8.4.2.1 New Construction: See Section 4.2.1.
allowable wind uplift pressure for systems in Tables 6
and 7. 8.4.2.2 Reroofing: Prior to installation of new roof
coverings, inspection in accordance with Section 1510 of
5.6 The allowable wind uplift pressures listed in Tables 6 the SBC,and approval from the code official,are required.
and 7 are for the roof covering only. The deck and
framing to which the covering is attached must be See Section 4.2.2 for the balance of reroofing
designed for the applicable components and cladding requirements.
wind loads in accordance with the IBC. 8.4.3 Wind Resistance:
5.7 When application is over existing roofs, 8.4.3.1 New Construction: The maximum allowable
documentation of the wind uplift resistance of the wind uplift pressures for the FiberTite® Roofing
composite roof construction must be submitted to the Membranes as part of roof covering systems are noted in
authority having jurisdiction. Tables 6 and 7.
5.8 The membranes are manufactured in Wooster, Ohio, 8.4.3.2 Reroofing:See Section 4.3.2.
and Bristol, Tennessee, under a quality control
program with inspections by FM Approvals(AA-653). 8.5 Conditions of Use:
6.0 EVIDENCE SUBMITTED The FiberTite, FiberTite=XT, and FiberTite=FB roofing
Data in accordance with ICC-ES Acceptance Criteria for membranes described in this report comply with, or are
Membrane Roof-covering Systems (AC75), dated April suitable alternatives to what is specified in, the SBC,
2007 subject to the following conditions:
7.0 IDENTIFICATION 8.5.1 Installation and application of FiberTite Roofing
Membranes must comply with the SBC, the
Each roofing membrane bears a label noting the product manufacturer's published installation instructions,
name; the manufacturer's name (Seaman Corporation) and this report. The instructions within this report
and address; the manufacturing location; the production govern if there are any conflicts between the
date code; the ICC-ES evaluation report number (ESR- manufacturer's instructions and this report.
1456); and the name of the inspection agency (FM
8.5.2 See Section 5.2.
Approvals).
8.0 OTHER CODES 8.5.3 Foam plastic insulation must be separated from the
interior of the building by an approved thermal
8.1 Evaluation Scope: barrier in accordance with SBC Section 2603.5.1.5,
In addition to the code referenced in Section 1.0, the unless otherwise noted in an ICC-ES evaluation
products in this report were evaluated for compliance with report on the foam plastic insulation for direct-to-
the requirements of the 1999 Standard Building Code® steel-deck applications.
(SBC). 8.5.4 See Section 5.4.
8.2 Uses: 8.5.5 See Section 5.5.
See Section 2.0. 8.5.6 The allowable wind uplift pressures listed in Tables
8.3 Description: 6 and 7 are for the roof covering only.The deck and
framing to which the covering is attached must be
See Section 3.0. designed for the applicable components and
8.4 Installation: cladding wind loads in accordance with the SBC.
8.4.1 General: Installation and application of FiberTite 8.5.7 See Section 5.7.
Roofing Membranes must comply with the SBC, the 8.5.8 See Section 5.8.
manufacturer's published installation instructions, and this
report. The manufacturer's published installation 8.6 Evidence Submitted:
instructions must be available at the jobsite at all times See Section 6.0.
during installation.
The slope of the roof on which the FiberTite membranes 8.7 Identification:
are installed must be a minimum of�i4:12(2 percent slope) See Section 7.0.
ESR-1456 I Most Widely Accepted and Trusted Page 4 of 8
TABLE 1—BALLASTED ROOFING SYSTEMS
SYSTEM ROOF SUBSTRATE MAX.ROOF INSULATION''2'3 MEMBRANE SURFACING/
NO. CLASS SLOPE COATING
One or more layers of the
following or combinations of River bottom stone,0/4 inch
the following(any thickness,
1 A Noncombustible 2:12 except restricted to 2-inch "FiberTite"or to 1 /2 inches in dorm.)at
"FiberTite-XT,"laid loosely 1000 lbs/square k min.10
max.when polystyrene is
used alone):polystyrene, psf concrete blocks
Polyisocyanurate,laid loosely
For SI:1 inch=25.4 mm;1 Ib=4.448 N;1 psf=47.88 Pa;1 square=9.29 m�.
'All foam plastic insulation must be UL-classified foam plastic for roofing systems, and must be limited to the maximum thickness in
accordance with Section 5.4 of this report or the maximum thickness in accordance with this table,whichever is less.
ZEPS insulation boards must comply with ASTM C 578.Polyisocyanurate insulation boards must comply with ASTM C 1289.
3Unless otherwise specified,the insulation and membranes must be UL-classified for roofing system applications.
4Steel deck must be minimum No.22 gage galvanized steel[0.030 inch(0.76 mm)].Concrete must have a minimum compressive strength(Q
of 2500 psi.
TABLE 2—MECHANICALLY FASTENED ROOFING SYSTEMS
SYSTEM ROOF SUBSTRATE° MAX.ROOF BARRIER BOARD INSULATION' MEMBRANE
NO. CLASS SLOPE OR SLIP SHEET
Atlas Roofing"ACFoam II"or
1 A Noncombustible 2:12 --- Johns-Manville"E'NRG'Y 2" "FiberTite"or"FiberTite-XT'
and Seaman's FTR-VALUE
polyisocyanurate(2 in.max.)
Atlas Roofing"ACFoam ll"or
Johns-Manville"E'N RG'Y 2"
2 A Noncombustible 1/4:12 --- and Seaman's FTR-VALUE "FiberTite"or"FiberTite-XT"
polyisocyanurate(any
thickness)
Optional)
3 A Noncombustible 1:12 /4-inch G-P Gypsum Cellular,gypsum or structural ,FiberTite"or"FiberTite-XT"
"DensDeck,"or Atlas Roofing concrete
"FR-10"
Combustible- 1/4-inch G-P Gypsum (Optional)
4 A 1%,inch Unlimited "DensDeck,"w/all joints Polyisocyanurate, "FiberTite"or"FiberTite-XT"
plywood min. staggered a minimum of 6 polystyrene,any thickness or
inches from plywood joints combination
Combustible- 5/8-inch gypsum board w/
5 Bis min. 1:12 6-inch offset joints from --- "FiberTite"or"FiberTite-XT'
'%,inch plywood deck
plywood
Combustible-
6 B 3-inch T&G 1:12 5/3-inch gypsum board --- "FiberTite"or"FiberTite-XT"
lumber
For SI:1 inch=25.4 mm.
'All foam plastic insulation must be UL-classified foam plastic for roofing systems, and must be limited to the maximum thickness in
accordance with Section 5.4 or the maximum thickness in accordance with this table,whichever is less.
ZEPS insulation boards must comply with ASTM C 578.Polyisocyanurate insulation boards must comply with ASTM C 1289.
3Unless otherwise specified,the barrier board,slip sheet,insulation and membranes must be UL-classified for roofing system applications.
'Wood deck must be minimum 15/32-inch-thick (11.9 mm)plywood. Steel deck must be minimum No. 22 gage galvanized steel [0.030 inch
(0.76 mm)].Concrete must have a minimum compressive strength(Q of 2500 psi.
ESR-1456 I Most Widely Accepted and Trusted Page 5 of 8
TABLE 3-ADHERED ROOFING SYSTEMS'
SYSTEM ROOF SUBSTRATE" MAX.ROOF BARRIER BOARD INSULATION1'2 MEMBRANE
NO. CLASS SLOPE OR SLIP SHEET
(Optional)
Seaman"FTR-Value;'Atlas
(Optional) Roofing"ACFoam II"or
Min.1/4-inch-thick G-P ACFoam III"or Johns "FiberTite,""FiberTite-XT,"
1 A Noncombustible 2:12 'DensDeck'mechanically Manville"E'NRG'Y-2,"any or"FiberTite-FB."
fastened or adhered with thickness or combination,
"Insta-Stik"or hot asphalt mechanically fastened or
adhered in"Insta-Stik"or hot
asphalt
2 A Concrete 2:12 --- --- "FiberTite-FB"
(Optional) (Optional)
Min.1/4-inch-thick G-P Atlas Roofing"ACFoam 11"or
"DensDeck"mechanically "ACFoam III"or Johns
fastened or adhered with Manville"E'NRG Y-2,and "FiberTite,""FiberTite-XT;'
3 A Concrete 2:12 'Insta-Stik"or hot asphalt. Seaman"FTR-Value;'any or"FiberTite-FB."
Vapor barrier:Celotex thickness or combination,
"Hydrostop,"loosely laid or mechanically fastened or
mechanically fastened adhered in"Insta-Stik"or hot
asphalt
Min.5/8-inch gypsum board or (Optional)
min.1/4-inch-thick G-P Seaman"FTR-Value,"Atlas
"DensDeck"mechanically Roofing"ACFoam II"or
Combustible- fastened w/joints offset 6 ACFoam III"or Johns
is "FiberTite,""FiberTite-XT,"
4 A /32-inch 2:12 inches. Manville"E'NRG'Y-2,"any or"FiberTite-FB."
plywood min. Vapor barrier(optional): thickness or combination,
Polyethylene,kraft paper or mechanically fastened or
Celotex"Hydrostop,"loosely adhered in"Insta-Stik"or hot
laid asphalt
(Optional) (Optional)
Combustible- Min.1hrinch-thick G-P Polyisocyanurate,any
is "FiberTite,""FiberTite-XT,"
5 A /32-inch Unlimited "DensDeck,"mechanically thickness,
plywood min. fastened or adhered with loosely laid or mechanically or"FiberTite-FB."
"Insta-Stik"or hot asphalt fastened
(Optional) Atlas Roofing"ACFoam 11"or
Min.1/4-inch-thick G-P "ACFoam III"or Johns
"DensDeck,"mechanically Manville"E'NRG'Y-2"and
6 A Concrete 1/2:12 fastened or adhered with Seaman"FTR-Value,"any "FiberTite-FB"
"Insta•Stik"or hot asphalt. thickness or combination,
Vapor barrier:Celotex mechanically fastened or
"Hydrostop,"loosely laid or adhered in"Insta-Stik"or hot
mechanically fastened asphalt
For SI:1 inch=25.4 mm;1 ft'=0.093 m2;1 square=9.29 mz;1 gal=3.785 L.
1AII foam plastic insulation must be UL-classified foam plastic for roofing systems, and must be limited to the maximum thickness in
accordance with Section 5.4 or the maximum thickness in accordance with this table,whichever is less.
2EPS insulation boards must comply with ASTM C 578.Polyisocyanurate insulation boards must comply with ASTM C 1289.
'Unless otherwise specified,the barrier board,slip sheet,insulation and membranes must be UL-classified for roofing system applications.
°Wood deck must be minimum 15/32-inch-thick(11.9 mm) plywood. Steel deck must be minimum No. 22 gage galvanized steel [0.030 inch
(0.76 mm)].Concrete must have a minimum compressive strength(Q of 2500 psi.
ESR-1456 I Most Widely Accepted and Trusted Page 6 of 8
TABLE 4—REROOFING SYSTEMS (MECHANICALLY FASTENED)
SYSTEM ROOF SUBSTRATE° MAX. EXISTING BARRIER BOARD INSULATIONI'2 MEMBRANE
NO. CLASS ROOF UNINSULATED OR SLIP SHEET
SLOPE ROOF SYSTEM
Class A,B,or C cap
Combustible- sheet,smooth- One-ply Atlas Roofing
1 A 15/32-inch Unlimited surfaced BUR roof or "FR-50"or two plies "FiberTite"or
plywood,min. single-ply membrane Atlas Roofing"FR-10" FiberTite-XT"
(EPDM,PVC or CPE)
a.Any UL-classified
polystyrene insulation,
(tapered or uniform
thickness),any
Class A,B,or C cap thickness,covered w/
sheet,smooth- Atlas Roofing"FR-10"
2 A Noncombustible 1/2:12 surfaced BUR roof or b.Atlas Roofing"Al" "FiberTite"or
single-ply membrane or"ACFoam II"or "FiberTite-XT"
(EPDM,PVC or CPE) Johns Manville
"E'NRG'Y 2"and
Seaman"FTR-Value"
polyisocyanurate
insulation,any
thickness
Class A,B,or C cap
Combustible- sheet,smooth- 1/4-inch G-P
3 A 15/32-inch Unlimited surfaced BUR roof or DensDeck, --- "FiberTite"or
plywood,min. single-ply membrane mechanically fastened "FiberTite-XT"
(EPDM,PVC or CPE)
Atlas Roofing
"ACFoam II"or Johns
Combustible- Manville"E'NRG'Y 2"
1s Class Agravel-
132-inch and Seaman"FTR- "FiberTite"or
4 A plywood,min. 2:12 surfaced BUR{gravel- – Value" "FiberTite-XT"
maintained)
Pof iso anurate
Y cy
insulation,any
thickness
For SI:1 inch=25.4 mm.
1AII foam plastic insulation must be UL-classified foamed plastic for roofing systems, and must be limited to the maximum thickness in
accordance with Section 5.4 or the maximum thickness in accordance with this table,whichever is less.
2 P insulation boards must comply with ASTM C 578.Polyisocya nu rate insulation boards must comply with ASTM C 1289.
3Unless otherwise specified,the barrier board,slip sheet,insulation and membranes must be UL-classified for roofing system applications.
'Wood deck must be minimum 15/32-inch-thick (11.9 mm) plywood. Steel deck must be minimum No. 22 gage galvanized steel [0.030 inch
(0.76 mm)].Concrete must have a minimum compressive strength(Q of 2500 psi.
TABLE 5—REROOFING SYSTEMS (ADHERED)
SYSTEM ROOF SUBSTRATE MAX. EXISTING ROOF BARRIER BOARD INSULATION''' MEMBRANE
NO. CLASS' ROOF SYSTEM OR SLIP SHEET
SLOPE
Class A,B,or C to Seaman"FTR-Value,"Atlas
retain the existing (Optional) Roofing"ACFoam II"or
classification, Min.1/4-inch-thick G-P "ACFoam III"or Johns "FiberTite,"
A,B or insulated or "DensDeck" Manville"E'NRG'Y-2,"any
1 Noncombustible 2:12 "FiberTite-XT,"
C uninsulated cap sheet, mechanically fastened thickness or combination, or"FiberTite-FB"
smooth surface BUR or adhered in"Insta- mechanically fastened or
or single-ply Stile'or hot asphalt adhered in"Insta-Stik"or hot
membrane asphalt
Seaman"FTR-Value,"Atlas
Class A,B,or C to
(Optional) Roofing"ACFoam II"or
1
Min. /4-inch-thick G-P "ACFoam III"or Johns
Combustible- retain the existing "FiberTite,"
2 A,B or 1s/,,inch 2:12 classification, "DensDeck" Manville"E'NRG'Y-2,"any "FiberTite-XT,"
C plywood,min. insulated or mechanically fastened thickness or combination, or"FiberTite-FB"
uninsulated cap sheet or adhered in"Insta- mechanically fastened or
Stile'or hot asphalt adhered in"Insta-Stik"or hot
asphalt
For SI:1 inch=25.4 mm;1 gal=3.785 L;1 square=9.29 ml.
'All foam plastic insulation must be UL-classified foam plastic for roofing systems, and must be limited to the maximum thickness in
accordance with Section 5.4 or the maximum thickness in accordance with this table,whichever is less.
2EPS insulation boards must comply with ASTM C 578.Polyisocyanurate insulation boards must comply with ASTM C 1289.
3Unless otherwise specified,the barrier board,slip sheet,insulation and membranes must be UL-Classified for roofing system applications.
'Wood deck must be minimum 15/32-inch-thick (11.9 mm) plywood. Steel deck must be minimum No. 22 gage galvanized steel [0.030 inch
(50.76 mm)].Concrete must have a minimum compressive strength(Q of 2500 psi.
Classification remains the same as that of the existing roof covering system.
ESR-1456 i Most Widely Accepted and Trusted Page 7 of 8
TABLE 6—WIND RESISTANCE ASSEMBLIES(MECHANICALLY ATTACHED)
SYSTEM ALLOWABLE DECK2 INSULATION' MEMBRANE MEMBRANEANSULATION FASTENER FASTENER ROW
NO. WIND UPLIFT FASTENING' SPACING SPACING
(psf) (inches) (inches)
(Open Lap)
Paneled rolls are fastened at securing tabs,
"FiberTite"or 4.25 It(1.3 m)on center.Nonpaneled rolls
Concrete or Foam plastic 'FiberTite-XT ire secured at 5-inch(0.12 m)overlap and
1 30 steel deck insulation board paneled and he outside edge is heat-welded(min.1.5- 24 51
nonpaneled inch[38 mm]weld).
roll membrane Membranes are applied over insulation and
secured at tabs or laps w/FiberTite Magnum
Fasteners and Magnum Stress Plates.
'FiberTite"or
Concrete or Foam plastic TiberTde-XT," (Open Lap)
2 45 steel deck insulation board paneled and Same as System#1 above. 18 51
nonpaneled
roll membrane
"FiberTite"or
'FiberTite-XT,"
3 60 Concrete or Foam plastic paneled and (Open Lap) 12 51
steel deck insulation board nonpaneled Same as System#1 above.
roll membrane
(Open Lap)
Paneled rolls are fastened at securing tabs,
'FiberTite"or 1.92 It(0.6 m)on center.Nonpaneled rolls
'FiberTite-XT," re secured at 5-inch(0.12 m)overlap and
nand and
Concrete or Foam plastic he outside edge is heat-welded(min.1.5-
4 75 steel deck insulation board nonpaneled roll inch[38 mm]weld). 12 51
membrane Membranes are applied over insulation and
secured at tabs or laps w/FiberTite Magnum
Fasteners and Magnum Stress Plates.
(Closed Lap)
'FiberTite"or Membranes are applied over insulation with
'FiberTite-XT," op surface tabs(Top-Sider),and are
5 37 Concrete or Foam plastic ouble-width secured to the deck with FiberTite Magnum 12 104
steel deck insulation board panel roll asteners and Magnum Stress Plates,under
membrane(Top- he roof cover's 4.5-inch(114 mm)top
Sider System) urface tabs.The tabs are then heat-welded
(min.1.5-inch[38 mm]weld).
FiberTite"or
FiberTite-XT,"
6 75 Concrete or Foam plasticdouble-width (Closed Lap) 6 104
steel deck insulation board panel roll Same as System#5 above.
membrane(Top-
Sider System)
FiberTite"or (Closed Lap)
'FiberTite-XT," embranes are applied over insulation,with
Double-Width op surface tabs(Top-Sider),and are
Concrete or Foam plasticsecured to the deck with FiberTite Magnum
7 30 steel deck insulation board Panel Roil Fasteners and Magnum Stress Plates, 12 120
embrane hrough the top of the membrane.The strip is
(Modified Top- heat-welded(min.1.5-inch[38 mm]weld)
ider
System) own both sides of the strip.
(Open Lap)
Paneled rolls are fastened at securing tabs,
105.5 inches(2.68 m)on center.Membranes
Concrete or 'FiberTite"or are applied over insulation,with top surface
Foam plastic FiberTite-XT," abs(Top-Sider)and secured to the deck
8 37 steel deck insulation board Paneled Roll with FiberTite Magnum Fasteners and 12 106
Membrane Magnum Stress Plates,under the roof cove
4.5-inch(114 mm)top surface tabs.The tabs
re then heat-welded(min.1.5 inches[38
mm]weld).
For SI:1 inch=25.4 mm;1 psf=47.88 Pa.
'Insulation and fasteners must be FM-approved.Foam plastic insulation must be UL-classified foam plastic for roofing systems,and must be
limited to the maximum thickness in accordance with Section 5.4 of this report or the maximum thickness in accordance with this table,
whichever is less.
2Steel deck must be minimum No.22 gage galvanized steel[0.030 inch(0.76 mm)].Concrete must have a minimum compressive strength(Q
of 2500 psi.See Section 5.6.
ESR-1456 I Most Widely Accepted and Trusted Page 8 of 8
TABLE 7—WIND RESISTANCE ASSEMBLIES(ADHERED)
SYSTEM ALLOWABLE DECK INSULATION MEMBRANE INSULATION ADHERING MEMBRANE DIRECTIONS
NO. WIND UPLIFT ATTACHMENT
(PSI)
Membranes are (1)"FiberTite"or"FiberTite-XT"is adhered to
applied over the the insulation w/Seaman FTR-190 Bonding
insulation board, Adhesive roller-applied to both the underside of
mechanically the roof cover and the insulation at 1 gal per
"FiberTite," attached to the deck square(0.4 L/m2),and allowed to set for 5 to 10
"FiberTite-XT," with FiberTite minutes before joining.The membrane edges
or"FiberTite- Insulation Fasteners are lapped a min.of 4 inches(204 mm)and
Concrete FB," (steel or plastic sealed w/a min.1.5-inch-wide(38 mm)heat
1 45 or Foam plastic paneled plate)applied at a weld.
steel deck insulation board membrane density of one (2)"FiberTite-FB"is adhered to the insulation
(without tabs) fastener per 2 sq ft w/Seaman FTR-390 at an application rate of 1
or (0.2 sq m)for min. gal per 60 sq ft(0.67 L/m2 or Seaman FTR-290
nonpaneled 1.5-inch(38 mm) solvent adhesive at an application rate of 1 gal
rolls insulation thickness per square(0.4 L/m2)or asphalt applied at a
or one fastener per 4 rate of 20-25 Ibs/square(1.0-1.2 kg/m).The
sq ft for min.2.0-inch membrane edges are lapped a min.of 4 inches
(51 mm)insulation (204 mm)and sealed w/a min.of 1.5-inch-
thickness. wide(38 mm)heat weld.
(1)"FiberTite"or"FiberTite-XT"is adhered to
the insulation w/Seaman FTR-190 Bonding
Adhesive roller-applied to both the underside of
the roof cover and the insulation at 1 gal per
"FiberTite," Membranes are square(0.4 L/m2),and allowed to set for 5 to 10
"FiberTite-XT," applied over min. minutes before joining.The membrane edges
or"FiberTite- 1.5-inch(38 mm) are lapped a min.of 4 inches(204 mm)and
FB," insulation board, sealed w/a min.1.5-inch-wide(38 mm)heat
2 45 Structural Foam plastic paneled adhered to the weld.
concrete insulation board membrane primed or unprimed (2)"FiberTite-FB"is adhered to the insulation
(without tabs) structural concrete w/Seaman FTR-390 at an application rate of 1
or deck with Insta-Stik gal per 60 sq ft(0.67 L/m2 or Seaman FTR-290
nonpaneled Roofing Adhesive or solvent adhesive at an application rate of 1 gal
rolls hot asphalt. per square(0.4 L/m)or asphalt applied at a
rate of 20-25 lbs/square(1.0-1.2 kg/m).The
membrane edges are lapped a min.of 4 inches
(204 mm)and sealed w/a min.of 1.5-inch-wide
(38 mm)heat weld.
FMRC-
Approved
"Cellular"
lightweight "FiberTite-FB"is adhered to the sealed cellular
concrete w/a lightweight concrete with Seaman FTR-390 at
min.36 Ib/ft
(577kg/m3) "FiberTite-FB," an application rate of 1 gal per 60 sq ft(0.67
3 45 wet cast nonpaneled Um or Seaman FTR-290 solvent adhesive at
an application rate of 1 gal per square(0.4
density,a min, rolls Urn).The membrane edges are lapped a min.
2 in(51 mm) of 4 inches(204 mm)and sealed w/a min.of
thick top pour 1.5-inch-wide(38 mm)heat weld.
and sealed w/
approved
curing
compound
For SI:1 inch=25.4 mm;1 Ib=4.448 N;1 psf=47.88 Pa;1 gal=3.785 L;1 square=9.29 m?.
1lnsulation and fasteners must be FM-approved.Foam plastic insulation must be UL-classified foamed plastic for roofing systems,and must be
limited to the maximum thickness in accordance with Section 5.4 of this report or the maximum thickness in accordance with this table,
whichever is less.
2Steel deck must be minimum No.22 gage galvanized steel[0.030 inch(0.76 mm)].Concrete must have a minimum compressive strength(Q of
2500 psi.See Section 5.6.
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