HomeMy WebLinkAboutREVIEWED, APPROVED Product approvalsAll APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: Permit Number:
L `L 1.; E f,
Planning and Development Services
Building and Code Regulation Division Commercial
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578
PERMIT APPLICATION FOR: Metal Re -Roof
PROPOSED IMPROVEMENT LOCATION: .
Address: 25 Grande Vista Way
Property Tax ID #: 426-500-0520-000-3
Site Plan Name: Anastasia McNamara
Project Name: McNamara
Residential x
Lot No.25
Block No.
1 DETAILED DESCRIPTION OF WORK: I
26 ga. 5-V Metal Re -Roof
New Electrical Meter
Second Electrical Meter
CONSTRUCTION INFORMATION:
Additional work to be performed under this permit— check all that apply:
_Mechanical _ Gas Tank _ Gas Piping _ Shutters
_ Electric _ Plumbing _ Sprinklers
Total Sq. Ft of Construction:
Cost of Construction: $ 13,917.00
_ Generator
Windows/Doors
Roof
72(
Sq. Ft. of First Floor:
Utilities: —Sewer —Septic Building Height:
Pitch
OWNER/LESSEE:
CONTRACTOR:
Name Anastasia McNamara
Jesus Vasquez, Jr.
Name: q
Address:25 Grande Vista Way
Company:All American Roofing & Coating of FL
City: Port Saint Lucie State: _
Zip Code: 34952 Fax:
j Phone No. 772-807-7571
( Address:340 SE Seville St.
City: Stuart State: FL
Zip Code: 34994 Fax: 772-781-4408
Phone No772-781-4410
E-Mail:
Fill in fee simple Title Holder on next page ( if different
from the Owner listed above)
E-Mailoffice@allamericanroofer.com
State or County License CCC1329384
If value of construction is 2500 or more, a RECORDED Notice of Commencement is required.
If value of HAVC is $7,500 or more, a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER: X Not Applicable
MORTGAGE COMPANY: X Not Applicable
Name:
Name:
Address:
Address:
City: State:
City: State:
Zip: Phone
Zip: Phone:
FEE SIMPLE TITLE HOLDER: X Not Applicable
BONDING COMPANY: X Not Applicable
Name:
Name:
Address:
Address:
City:
City:
Zip: Phone:
Zip: Phone:
OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in paying twice for
improvements to your property. A Notice of Commencement must be recorded in the public records of St.
Lucie County and posted on the jobsite before the first inspection. If you intend to obtain financing, consult
with lender or an attorney before commencing work or recoLding your NOfice of Commencement.
"of/License
Signature of Owner/ Lessee/Contractor as Agent for Owner
Holder
STATE OF FLORIDA
COUNTY OF P/ aXijV1
CCU
NTY OF Wa^ 1/1
Sworn to (or affirmed) and subscribed before me of
Sw
rn to (or affirmed) and subscribed before me of
Physical Presence or Online Notarization
Physical Presence or Online Notarization
"
this day of , 2020 by
Q_ day off 2020 by
moo
YN yiamaaict x
Name of person making statement.
o M1
Z
e of person making statement.
J�
Personally Known OR Produced Identification
a
O A
W
A
onally Known OR Produced Identification
C .
w
Z R E
wo
Type of Identification
I
w
.o
�
of Identification
Produced AIR It
w a
uced/
1 V
Z
•AlfAi
y0
v • O'.
ignature of Nrotary Public State of Florida
of Notary Public- State of Florida)v
Commission No. (Seal)
C
fV
No. (Seal)
J WV`� y�=yy.
":�N. SSp,
mission
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
RECEIVED
DATE
COMPLETED
Rev.
t o-
. n � . . Roof g &
SE Seville St. Stuart_ FL -4119d
�
ubnil€tied _o: Aaastas;?a McNamara
15 GranQe:TtSta �ai
rM1'
Port Saint Lucie, i L 34 5v
stacie23@corricast.net
t^r_1 b'0!-1J 11
T L
i i':ieriCat. Rooi'in�' . Coating ofFlorida, Inc. submits the
en, ed p'i'.'nlises as follovis. We -;ill provide all ia? L
SCOPE. OF
-: A ,-ner?can Roofing will remove and dispose of existing sl.i
'; R will inspect existing p?ivNvood sheathing and re -hail accol
-_-ti_Alam will Replace Lip to three. (3) sheets 5/8 CDX plywood if i
- f R -will histali an ASTIVI modified self -adhered metal roof u
:i st._i. 2,6aa. ,aivalil€Tie aGCeSSvey 3llvtasS.
-s--J l install new . vents and plumbing, flashings at extstinc,
-. ""'.v' 'ns"all a 2bga. Galvalume 5-V Cri€nLpieta' Mill Fill
lac Scretivs.
-. „'iF tci procure the permit and remove all roofing debris upon
c'at' t- oi'IiiTia€iSi�ip WaiTanty and any Manufacturer's td ai
p a,,'nleitt.
Jot; ',arne: f fasiasia 111.--_ ,..<_.<sa=-.
toposal for your cons i `se "atioll to'
ip- G�';r iS,aCe4: 1- .nt_ h i oil ,. _ a C
a s IU: the e io _ l e ri
roof do-vn to plywood sheatll -i`.
to Coale.
,ed. I`d/�.
rlayinent direct to plyt+.onyd deck.
anons.
n
oo,€ii; System. fasteled to Go iFSin- 2'vyi' `a'to
pletion.
r
es will be tortharde d upon r,ece€pt o ti=la
" e ::'all furnish labor and materials for the surn of:......<<<,
Discourita
rates: i 1 °.a y Work done beyond the scope of this contract Iv ll he in oiled additionally and separately,
(r" r'ease See Food & Labor Addenduin & Job (,h eii iO1t=) INITIAL: 14A
2) Please note that any damages determined to be the result of';?"d er trades, or incurred after roof final. will be at an
ditto- n a r r s c L'
�d�itrJ,la: an.. separate charge to cont_actoc'iiomeotvneF'. ��fi � �
I
} INto verbal promises inade by any representative of this com)ary are binding unless contained in the
s
This Proposal becomes a binding contract upon execution by
CONTRACTOR. All American Roofing & Coating of Florida, Eric.
_. Work -will be scheduled once this Contract is signed, a Notici
sD p _ !• OP
Tile 0vv7NTIR shall i?lame a £' mc—r ess ?aynient o47' 'iv% ; i th,_
Lipor, conlpletion of Work under this Contract, a final payrne_
EXCLUSIONS. This Contract sped€ically excludes the io l
a x E RE FOR:
Lu«ers. downspouts and roof mounted objects%including
J" l C'L GC' C A-i t"
rat is filed, and a 3 % deposit iv received
-rice at the n ilc of con; ?etio' v -
So o of the contract price is due immediately.
a and the Contractor DISCLAIMS ALL z_rAABI L. _Y
not limited to Solar `anels,
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
FILE # 4735573 OR BOOK 4453 PAGE 1508, Recorded 07/29/2020 12:44:45 PM
Permit No.
State of Florida, County of St. I.ucie
NOTICE. OF COMM ENCEIMENT
Property "fax 11) No, 3426-500-0520-000-3
The Undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
Legal Description of property and address if available St Lucie Gardens Lot 25
General description of improvements Meal Re -Roof
tlwnerltrqcee Anastasia McNamara
Address 25 Grande Vista Way
Interest in property: owner
Fee Simple Title holder (if other than owner)
Address
Contractor �1 A t
V �L Phone—#t� t�
` �) f �i
�--1 Zk "1tgtD
c��j�YlYtc D �p
Fax # 1� Z—
t j —Li
Surety
Phone»
Address G}5t (� (_� ��{� �,
� 7� Fax
Amount of Bond
Lender
Phone»
Address
Fax»
Persons within the State of Florida designated by
Owner upon whom notices or other documents may be served as provided
by Section 713.13 (a) 7.. Florida Statues:
Nance
Phone»
Address
Fax
In addition to himself, owner designates
of
Phone Fax #
to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. Expiration date of notice of
commencement is one year from the date of recording unless a different date is specified. WARNING TO OWNER:
ANY PAYMENTS MADE SY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMNSENCEMEN7 ARE CONSi[)EREI? IMPROPER.
C H.'!3.!?. F.S.. AND CAi,: RESULT IN YOUR PAYING TWICE. FOR !MPRO'VEMEN'I'S ' 1-0 YOUR PROPERTY. A NOTICE OF
COMMENCEMENT NfUST BE RECORDED AND POSTED ON THE.IOB SITE BEFORE THE FIRST INSPECTION. iF YOU NNTEIMD TO OBTAIN
FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDiti(; YMC R '\"OTtC'F. OF
t tiMMFN'CMFUT.
G
OwneriT,essee, or Owner's or t,essee Autt rized Officer/nirectar%ParSncr M1l anaKer Sign atu rc
Anastasia McNamara
Signatory's Titie/Office
State of Florida, County of V\
Acknowledged before me this day of _ 20w, b} Anastasia McNamara
wii is per or" lly known tome or who has produced yes° °Ykr, r, as identification.
o-ca1�D�nctll�y�ino�/�
'natur of ; y �peor Print NAme of
N'otary (Seal)
Title: Notary Public Commission Number
i�01 "oe . JENNIFER LEE COUT, NHC
�'. .Netar ?uolic -State of Flnrda
Y
:c Tit; :•c Cor^.rr.issior r GG 362000
o`c r'�.�. ' My Cor,.rn, E,zwes Aug E. 2023
3onded through Nat+oral Notary Assn.
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8/7/2020 Florida Building Code Online
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17022.1
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Search Results - Applications
FL# Type Manufacturer
Validated
Status
gy
FL17022- Revision Extreme Metal Fabricators, LLC
Zachary R.
Approved
R7 FL#: FL17022.1
Priest, P.E.
History. Model: 1 - "5V Crimp" (R6)
(813) 480-
Description: 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel
3421
mechanically attached to 15/32" plywood or Wood Deck with fasteners
Category: Roofing
Subcategory: Metal Roofing
"Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail, if you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(i ).
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The eria:ls
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts-
1 ._s:-.
Greet Card
Safe
https://ww�v.floridabuilding.org/pr/pr_app_lst.aspx 1/1
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
Compliant with Florida Building Code 2017 (61h ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2
Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood
Deck w/ min. 0.42 specific gravity with screws, 24" Coverage
Rib Height 3/8"
Corrosion Resistant Compliant: FBC Sec. 1507.4.3
Fastener 1 (Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate
3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet
requirements)
Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to
penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length
to meet requirements)
Underlayment: To be compliant with FBC Sec. Chart 1507.1.1
Slope: Shall be in compliance with FBC Sec. 1507.
See Fastener attachment specifications above
Install Details: Table A Allowable Loads
METHOD 1
METHOD 2
METHOD 3
1 METHOD 4�
DESIGN PRESSURE*
-86 PSF
-93.5 PSF
-101 PSF
-228 PSF i
ROW SPACING
16" o.c.
16" o.c.
8" O.C.
6" o.c.
FASTENER SPACING (ALONG Panel width)
( 12" O.C.
12" O.C.
12" O.C.
12, O.C.
FASTENER SIZE
( #9
#10
#10
j #10
Reference Data: ARCHITECTURAL TESTING, INC. TST 1D#: 1527
UL 580-06 & 1897-041 Test Report C05893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-12 *Design
pressure margin of safety 2:1
..,etitfrftrw..
_-_
Locke Bowden, P.E. does not have, not will acquire a financial int n 81 cq 8� facturing or distributing products
under this evaluation. " d
Locke Bowden, P.E. is not owned, operated, or controlled by at y coaiparN;jrr4iWfa4turer, or Qistributing products under this
report.
t.
FL17O22.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details
Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6th ed.
2. Minimum slope to be compliant with Florida Building Code 2017 61h ed., and per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D
4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC 2017 61h ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
Panel
Overlap
75i32" or greater Plywood. or
Wood plank
12"
t4 —
Panel Profile
Nominal12" _ Nominal12"
O.C. O.C.
Fasten
#9 x 1-1/2" Min. or #10 x 1-1/2" Min. per
Table "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Width
Refer to Table "A" for Spacing Along Panel
Length
Deck-15/32" or greater
Plywood, or
-Wood plank
8/7/2020 Florida Building Code Online
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HE \6 - USER: Public User
;_ \J1
Product Approval Menu > Product or Apphcation Search > Application List
Search Criteria
Refine Search
Code Version
2017
FL#
16048.1
Application Type
ALL
Product Manufacturer
ALL
Category
ALL
Subcategory
ALL
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ALL
Compliance Method
ALL
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ALL
Quality Assurance Entity Contract Expired
ALL
Product Model, Number or Name
ALL
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ALL
Approved for use in HVHZ
ALL
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Impact Resistant
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Search Results - Applications
FL# Type Manufacturer Validated By Status
FL16048-R6 Revision ! Tri-Built Materials Group, LLC John W. Knezevich, PE Approved
History FL#: FL16048.1 (954) 772-6224
Model: TRI-BUILT Roof Underlayments
Description: Self -adhering, modified bitumen roof underlayments
Category: Roofing
Subcategory: Underlayments
*Approved by DBPR. Approvals by DBPP, shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(i),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emads
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
enr P11— 7 Y1. eC R_t ., -
C;rud'. Card
Safe
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•
EVALUATION REPORT
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800)516-1485
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203) 262-9245
Evaluation Report A42960.10.12-R6
FL16048-R6
Date of Issuance: 10/25/2012
Revision 6: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 61h Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle,
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59156, Florida DCA ANE1983
`t- 57'`' �•lpt The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/25/2017. This does not serve as an electronically signed
document
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 6"' Edition (2017) Florida Building Code through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations J
Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1504.3.1
Wind Resistance
FM 4474
2011
1504.3.1
Wind Uplift
UL 1897
2012
1504.6
Accelerated Weathering
ASTM G155
2005
1507.2A / 1507.1.1, 1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012 (04-12)
2012
3. REFERENCES:
gniAy
Examination
Reference
Date
ERD (TST6049)
Physical Properties
S40540.02.13-1
02/19/2013
ERD (TST6049)
Physical Properties
S40540.11.13
11/19/2013
ERD (TST6049)
Physical Properties
S40540.03.14
03/26/2014
ERD (TST6049)
Physical Properties
S44870.04.14-2
04/02/2014
ERD (TST6049)
Physical Properties
544870.04.14-3
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-1
04/10/2014
ERD (TST6049)
Physical Properties
S44870.04A4-4
04/10/2014
ERD (TST6049)
Physical Properties
S43530.02.14-1-R1
05/14/2014
ERD (TST6049)
Physical Properties
543530.05.14
05/28/2014
ERD (TST6049)
Physical Properties
S40540.10.14
10/31/2014
ERD (TST6049)
Physical Properties
SC7645.02.15
02/13/2015
ERD (TST6049)
Accelerated Weathering
SC8520.04.15
05/27/2015
ERD (TST6049)
Wind Resistance
SC14045.05.17-R1
06/07/2017
UL, LLC. (QUA9625)
Quality Control
Multiple -Listing R16814
12/ 10/2015
UL, LLC. (QUA9625)
Quality Control
Service Confirmation
Exp. 07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970.
4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS
modified bitumen roof underlayment; meets ASTM D1970.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
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5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Asphalt
(
Wood Shakes
Underlayment
Shingles
I Nail -On Tile
Foam -On Tile
Metal
Slate
&Shingles
No
No
No
Yes Yes
Tri-Built Sand-R SA Shingle Yes
Underlayment
Tri-Built S/A HT TU
Yes
Yes
Yes
Yes
Yes Yes
Underlayment
'
See 5.5.1
Tri-Built Smooth HT S/A
Yes
No
No
Yes
Yes Yes
Underlayment
I
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS)
Adhesive
Florida Product Approval
Underlayments
ICP Adhesives Polyset" AH-160
FL6332
Tri-Built S/A HT TU Underlayment
Dow TileBond'"
FL22525
Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
Y Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine; ASTM D41 primed structural concrete.
While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or
OSB prior to installation of the self -adhering underlayment.
5.6.2 Bond -to -Insulation:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
:- Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474, Appendix D or TAS 114, Appendix J.
Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
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5.6.3 Bond to Mechanically Attached Base Layer:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
i> ASTM D226, Type I or 11 felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam -on the systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where
the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck
underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table lA or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure = -45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered.
#2 Maximum Design Pressure = -67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered.
#3 Maximum Design Pressure = -150.0 psf:
Deck:
Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer:
(Optional) RESISTO EXTERIOR PRIMER
Underlayment:
Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end -laps.
#4 Maximum Design Pressure = -60.0 psf:
Deck:
Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet:
Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment:
Tri-Built S/A HT TU Underlayment, self -adhered.
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5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)):
When loading roof tiles on the underlayment in direct -deck the assemblies, the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS
Maximum
Underlayment
Tile Profile
Staging Method
Slope
Flat
Max. 10-tile stack
6:12
Max. 10-tile stack
5:12
Lugged
Max. 10-tile stack (bottom 2-tile stack
shall be inverted, followed by 8 tiles high
6:12
on slope as shown below)
q
Tri-Built S/A HT TU
1
Underlayment
Lugged
w
M
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6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application, and prime the substrate (if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlayment Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
63.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile applications:
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel -off the release film diagonally while holding the
membrane tight. Firmly roll, broom or hand -press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with
TRI-BUILT Materials Group, LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys, apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications (Tri-Built S/A HT TU Underlayment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012 (04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for the
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
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