HomeMy WebLinkAboutUntitled Gary Powell RECEIVED
Architecture and planning
16 South River Road APR 2 3 2018
Sewalls Point, Florida. 34996
Ph. 772-223-1755 ST. Lucie County, Permitting
April 20, 2018
To: St. Lucie County
Building &Zoning Department
Ft. Pierce, Florida
Ref: Reroof letter for:
Greg Gifford
Apostelopoulas& Paulick Construction
9437 Poinciana Ct.
Ft. Pierce, Florida
To whom it may concern:
We are removing the existing roofing and installing new 24 ga. 1" Kynar Standing Seam metal
system (FI.20378.2)over Tri Built rubber underlayment bonded directly to decking (WI 16048-R6).
If there are any further questions please feel free to call my office at 772-223-1755
Thank you:
, -- i f
1 --_. :-_
/J ,
-. .
Gary Powell
Architect
reg. # 12125
Aide,/171
RECEIVED EXTERIOR RESEARCH&DESIGN,LLC:
\�J Certificate of Authorization#9503
353 CHRISTIAN STREET,UNIT#13
TRINITY ERD APR 2 3 2018 OXFORD,CT 06478
ST. Lucie County, Permitting (203)262=9245
EVALUATION REPORT - �-A- r----•
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10,12-R6
PO Box 70 FL16048-R6
Rutherford,NJ 07070 Date of Issuance:10/25/2012
(800)516-1485 Revision 6: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use olf
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 6th 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 ERD 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: s,.t=ll,,,,,,
Robert J.M.Nieminen,P.E. '��" The facsimile seal appearing was authorized byRobert Nieminen,I
Florida Registration No.59166,Florida DCA ANE1983 """ P.E.on 09/25/2017.This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD 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.
.i.
TRlNllle ERD
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 6th Edition(2017)Florida Building Code through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations
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
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012
3. REFERENCES:
Entity 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 S44870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties S43530.05.14 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: 1
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.
5. LIMITATIONS:
5.1 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.
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.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 2 of 6
C
�. 1^RINiTY ER®
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 Nail-On Tile Foam-On Tile Metal &Shingles Slate
Tri-Built Sand-R SA Shingle
Underlayment Yes No No No Yes Yes
Tri-Built S/A HT TU Yes
Underlayment Yes Yes See 5.5.1 Yes Yes Yes
Tri-Built Smooth HT S/A
Underlayment Yes No No Yes Yes Yes
5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations.
• ?' • TABLE 1A.ALLOWABLETILE ADHESIVE I UNDERLAYMENT COMBINATIONS)
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment
Dow TileBondTM 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:
> 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 lie
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.
I .
Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 3 of 6
1I TRINITY ERI
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:
➢ ASTM D226,Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems (Tri-Built S/A HT TU
Underlayment only),base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04I
12).
5.6.4 Wind Resistance for Underlavment 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 tilee
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 1A it
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 041 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 hard
roller and/or weighted roller to ensure there are no voids, and ensure there are Po
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.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 67'EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underiayments;(800)516-1485 Revision 6:09/25/2017
Page 4 of 6
t
(:\IC)
TRINITY ERE)
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
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 tile 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.
^.i 4 TABLE2 Tn.E SUPPAGE LIMITATIONS FOR DIRECT-DECK TILE;INSTALLATIONS `„„, -'
Underlayment Tile Profile Staging Method Maximum
Slope
Flat Max.10-tile stack 6:12
Lugged Max.10-tile stack 5:12 j
Max.10-tile stack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
7rj
Tri-Built S/AHTTU �-
Underlayment
Lugged
IFS
'�" star``b,y9
4� (�. lq.�f.t d .4.��41 ` T •!
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL1604&R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 5 of'6
TRINITY ERP
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 Underlavment,Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A
Underlavment:
6.3.1 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 isnot 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 Underlavment 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 tile
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-
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 67N EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 •
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 6 of 6
1 - - Florida Building Code Online , 06...y.e./ Page 1 of 4
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BCIS Home ; Log In j User Registration Hot Tapia f Submit Surcharge Stats&Facts Publications ; FBC Staff t BCIS Site Map I Links ; Search I
dbpr
a �r,�+,��
i Product Approval
USER:Public User -
ttgZ,i RECEIVED
Product Approval Menu>Product or Application Search>Application List>Application Detail
4*1n' FL# FL20378-R1 APR 2 3 2018
Application Type Revision
Code Version 2017 ST. Lucie Coin 9
Application Status Approved . Permlttin
Comments
Archived ❑
Product Manufacturer Extreme Metal Fabricators,LLC
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
flvalidation@yahoo.com
Authorized Signature Richard McKuhen
flvalidation@yahoo.com
Technical Representative Richard McKuhen
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
richard@emfab.net
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed LOCKE BOWDEN
the Evaluation Report
Florida License PE-49704
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By Zachary R.Priest,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL20378 Ri COI FL 20378.1 NAILSTRIP 1.0 .032 ALUM sss.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL 1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqua%2flMZ8n5... 4/23/2018
N
/ ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: '2c /B` Permit Number: ( VAI O(,o" '
COUNTY
FLORo A RECEIVED
Building Permit Applicatio
Planning and Development Services APR 2 3 2018
Building and Code Regulation Division
2300 Virginia Avenue,Fort Pierce FL 34982 Sr' Lucie County, Permitting
Phone:(772)462-1553 Fax:(772)462-1578 Commercial _ Residentia ;.
PERMIT APPLICATION FOR: ,Roof
PROPOSED IMPROVEMENT LOCATION: . . "
Address: 91137 67 i/VC lO.Na 0* �c
/ .1 P; t-ce.cc- . / Sq96f
Legal Description: Meadowood unit 1,LT40(19 ac)or 1013-1371-1393-958 ..._
Property Tax ID#: . - - 133L• 503 • ='a &-f 2• VCLoT 0 4G'
Site Plan Name: Block No. 1
Project Name: Gregory Gifford
Setbacks Front Back: Right Side: Left Side:
DETAILED DESCRIPTION OF WORK:
Remove existing roof covering,Tiles with underlayment. Install 24 Gauge 1 inch Snapmax standing
seam metal system. Install rubber SWR underlayment.
CONSTRUCTION INFORMATION:
Additional work to be erformed under this permit-check all 1331 apply: _ _
LIHVAC Gas Tank nGas Piping —Shutters f l Windows/Doors
0Electric ElPlumbing0SprinklersIII Generator D Roof 5/12 Roof pitch
Total Sq.Ft of Construction: 3831 S .Ft.of First Floor: 1993
Cost of Construction:$ 31,000.00 Utilities:Sewer El Septic Building Height:
OWNER/LESSEE: /1 CONTRACTOR:
Name Gr o.y Gr i t/ / A eLrit$' '11 sTName:at57 c CLR:Si4 lades"•.•-/'
Address:514377 0 /Ncf��,. c 'L Company: Apostolopoolous and Paulick const
City: A-7L//-e"^c--- State:4 Address:es" X
3425 SW 78th Ave
r //f
Zip CodeFax: City: i 0,X State:PL
Phone No. Zip Code: 34990 Fax:
E-Mail:. _ Phone No. 772.-lam -.5-75'...?
Fill in fee simple Title Holder on next page(if different E-Mail: £1c-4 r1.•,o-A- 4,5, l-,5 -,/,l,/,o,-.
from the Owner listed above) State or County License: ac 0.-- ....7 S cs .
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
1
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: "
DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone Zip: Phone:
FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: _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 your paying twice for
improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing,consult with lender o an attorney •efore
commencing work or recording your Notice of Commencement.
, ,,ez
-1111111111
Sign. re o•Owner/Less- "o• ractor as Agent for Owner 10aturetractor/License Holder
STATE OF FLORIDASTATE OF FLORIDA
COUNTY OF Si¢/A//1— L 'a,,- COUNTY OF
The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me
this /i day of pccer•.sve e ,20r7 by this'C day of. n.',/ ,20/7 by
6rc.gory Gi . -2o-f., 4r,. 44,- ,r, /A l
Name of person making statement Name of person making statement
Personally Known L OR Produced Identification Personally Known .-----OR-Produced Identification
Type of Identification Type of Identification.
Produced Produced
r;:e••^• AN ```
/ �s I �..ti�; NolaryRICKY PublCARLic—StateCOCHRof Florida — iv
(Signature of Notary • !1 . .." :•ei& smidhxpires Apr 26,2022 (Signature of Not •',+•• • taklelaff Flidgd5t)to of Florida
•�
•.• o�yo ; i=• 1� •I Commission#GG 172136
Bonded Ih�ough National NolaryAssn. l�
Commission No. Commission No. � - . oFvto/ d„adedthroughNa' A r 6yAAsss. I
s.' _ My p gpr2 i
------- ----.
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
RECEIVED
DATE
COMPLETED
Rev.8/2/17
Gary Powell RECEIVED
Architecture and planning
16 South River Road APR 2 3 2018
Sewalls Point, Florida. 34996
Ph. 772-223-1755 ST. Lucie County, Permitting
April 20, 2018
To: St. Lucie County
Building &Zoning Department
Ft. Pierce, Florida
Ref: Reroof letter for:
Greg Gifford
Apostelopoulas& Paulick Construction
9437 Poinciana Ct.
Ft. Pierce, Florida
To whom it may concern:
We are removing the existing roofing and installing new 24 ga. 1" Kynar Standing Seam metal
system (FI.20378.2)over Tri Built rubber underlayment bonded directly to decking (fF1 16048-R6).
If there are any further questions please feel free to call my office at 772-223-1755
Thank_you:
Gary Powell
Architect
reg. # 12125
t
1 - 1'lorida Building Code Online A2v.,74 (°'�e_Pmf Page 1 of 4
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Product Approval Menu>Product or Application Search>Application List>Application Detail
•1 'k .l FL# FL20378-R1
'
`^_a • ` s Revision APR 2 3 2018
Application Type
Code Version 2017 ST. Lucie County,
Application Status Approved tYr Permitting
Comments
Archived ❑
Product Manufacturer Extreme Metal Fabricators,LLC
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
fivalidation@yahoo.com
Authorized Signature Richard McKuhen
flvalidation@yahoo.com
Technical Representative Richard McKuhen
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
richard@emfab.net
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed LOCKE BOWDEN
the Evaluation Report
Florida License PE-49704
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By Zachary R.Priest,P.E.
G Validation Checklist-Hardcopy Received
Certificate of Independence FL20378 Ri COI FL 20378.1 NAILSTRIP 1.0 .032 ALUM sss.odf
Referenced Standard and Year(of Standard) ' Standard Year
TAS 125 2003
UL1897 2012
UL 580 -2006
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqua%2flMZ8n5... 4/23/2018
• Florida Building Code Online Page 2 of 4
Product Approval Method Method 1 Option D
Date Submitted 08/18/2017
Date Validated 12/18/2017
Date Pending FBC Approval 10/17/2017
Date Approved 12/19/2017
Summary of Products,
FL# Model,Number or Name Description
20378.1 01-"1"Nailstrip" 0.032"Aluminum Standing Seam roof panel, 12"wide,
mechanically attached to 15/32"plywood or Wood Deck with
fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL20378 R1 II FL 20378.1 NAILSTRIP 1.0 .032
Approved for use outside HVHZ:Yes ALUM sss.pdf
Impact Resistant:No Verified By:Locke Bowden,P.E.49704
Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes
Other:Refer to evaluation report for Limitations and Evaluation Reports
Conditions of Use.Refer to manufacturer's installation FL20378 R1 AE FL 20378.1 NAILSTRIP 1.0 .032
instructions. ALUM sss.pdf
Created by Independent Third Party:Yes
20378.2 02-"1"Nailstrip" 26-gauge Steel Standing Seam roof panel, 16"wide,
mechanically attached to 15/32"plywood or Wood Deck with
fasteners and adhesive.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL20378 R1 II FL 20378.2 Extreme Metal Fabricators
Approved for use outside HVHZ:Yes 26GA NAIL STRIP 1.0.pdf
Impact Resistant:No Verified By:Locke Bowden,P.E.49704
Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes
Other:Refer to evaluation report for Limitations and Evaluation Reports
Conditions of Use.Refer to manufacturer's installation FL20378 R1 AE FL 20378.2 Extreme Metal Fabricators
instructions. 26GA NAIL STRIP 1.0.pdf
Created by Independent Third Party:Yes
20378.3 03-"1.75 Snap Lock" 0.032"Aluminum Standing Seam roof panel, 18"wide,
mechanically attached to 15/32"plywood or Wood Deck with
panel clips and fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL20378 R1 II FL 20378.3 SNAP LOCK ALUM 1.75-ssr.pdf
Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for Limitations and FL20378 R1 AE FL 20378.3 SNAP LOCK ALUM 1.75-ssr.pdf
Conditions of Use.Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions.
20378.4 04-"1.75"Snap Lock" 24-gauge Steel Standing Seam roof panel,18"wide,
mechanically attached to 15/32"plywood or Wood Deck with
panel clips and fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL20378 R1 II FL 20378.4 1.75 SNAP LOCK 24GA-ssr.odf
Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for Limitations and FL20378 R1 AE FL 20378.4 1.75 SNAP LOCK 24GA-
Conditions of Use.Refer to manufacturer's installation ssr.odf
instructions. Created by Independent Third Party:Yes
20378.5 05-"Rib Panel" 29-gauge Steel exposed fastener roof panel,36"wide,
mechanically attached to 15/32"plywood or Wood Deck with
fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL20378 R1 II FL 20378.5 RIB 29GA ssr.pdf
Approved for use outside HVHZ Yes Verified By:Locke Bowden,P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for Limitations.and FL20378 R1 AE FL 20378.5 RIB 29GA ssr.pdf
Conditions of Use.Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions.
20378.6 106-"5V Crimp" I l
http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqua%2flMZ8n5... 4/23/2018
Product Report Manufacturer: Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
77.2 872-8034
Florida Product Approval # 20378.2 1" Nailstrip 26GA Steel NON HVHZ
Compliant with Florida Building Code 2017(6th ed.)
Compliant with Florida Product Approval Rule#61G20-3
Compliant: Keystone Certifications
Product: 1" Nailstrip 26GA Steel Standing Seam Roof Panel FBC Sec. 1507.4.2
Yield strength:40ksi:Attached to Wood Deck with screws.
16"Coverage
Corrosion Resistant Compliant: FBC Sec.1507.4.3
Fastener for Method 1 Attachment#10 x 1"Pancake Head wood screw to penetrate
3/16"thru 15/32"min.plyw od deck
Seam Adhesive: Bostik CherrChalk 915,one component,polyurethane adhesive
along male flange the full length of panel.
Underlayment: To be coMpl,ant with FBC Sec. 1507
Slope:Shall be in compliOnce With FBC Sec. 1507. 1.1
Install Details: Table A Allowable Loads METHOD l main field METHOD 2 perimeter
DESIGN PRESSURE* -69.25 PSF -121.75 PSF
FASTENER SPACING-ALONG ROWS 6"O.C. 6"O.C.
FASTENER SIZE: #10 #10
ADHEISIVE: NOT REQUIRED 3/8" BEAD (refer to
install details)
Reference Data: HURRICANE TEST LABORATORY,LLC.#TST ID:1527
Report#:0223-0313-02 TAS125-03/ut 580-06/UL 1897441)
Report#:0223-1015-06 TAS125-03/uc 580-06/UL 1897-041)
EQUIVALENCY:UL 1897.04 6 EQUIVALENT TO UL 1897-12 TEST STANDARD *DESIGN PRESSURE MARGIN OFSAFETY 2:1
Certificate of Independence:
Locke Bowden,P.E.does not have,not will acquire a finanaal interest in leitlipeby manufacturing or distributing products
• under this evaluation. ,•`c C t30 in✓ '.•,
Locke Bowden,P.E:is not owned,operated,or controlled by any40r�tgfertyt rr{arli teRu[e; distributing products under this
report ?' \" •
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FL 20378.2 1.0 Nail Strip (26GA Steel), 16"Wide Roof Panel- Details
Limitations: 1
1. Underlayment to be compliance with current Florida Building Code(FBC)2017 6a'ed..
2. Minimum slope to be compliant with Florida Building Code 2017 6th 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 apro$ect 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 6th ed.,Chapter 22 for Steel, Chapl,er 23 for Wood and Chapter 16 for Structural
Loading.
7.This report does not imply warranty,installation,recommended product use outside of this report.
Fastener:
#10 Pancake-Head S
Naistrip"Roaf Paned
- � / V� F
—y"
`!�' it
E1/
, --20
3m"BeadSeamAcvo
.15132"W Deck oonrinuous along male rib
(Refer to Tables A')
160-C11c. .—
_..:a: .„ „.,i„, scTz.7,.s x3 tri �, +MFra..;..?. a i Vw.4,r-;.' s.1: .fir . z >
Wood Deck r
integral Snap Lock
Seam Adhesive
Apply 3/8"bead Bostik Sealant
entire length of panel
f -.ail along male flange 1
q f_#10 x 1"
1� r"''.
:31011111w • Pancake-Head Screw
s
RECEIVED EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
� �����.�.�S 353 CHRISTIAN STREET,UNIT#13
ERD APR 2 3 2018 OXFORD,CT 06478
ST. Lucie County, Permitting
(203)262-9245
EVALUATION REPORT �_-----
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R6
PO Box 70 FL16048-R6
Rutherford,NJ 07070 Date of Issuance:10/25/2012
(800)516-1485 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 6th 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 "TrinityERD 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: .`sn;r":",,,,,;�
oF •e r
,t��. r�--
RobertJ.M.Nieminen,P.E. ,.ru�;,°�:;...
• . j;• ,_,.`; The facsimleseal appearing was authorized byRobert Nieminen,
Florida Registration No.59166,Florida DCA ANE1983 P.E on 09/25/2017.This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity'ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluafes.
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.