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�, FL# FL8097-R6
Application Type Affirmation
Code Version 2020
i Application Status Validated REVIEWED FOR
i
Comments CODE COMPLIANCE
Archived ST. LUCIE COUNTY BOCC
Product Manufacturer Kirsch Buiding Products �— �G 2—Z:—
Address/Phone/Email 1464 Madera Road
Suite 387
Simi Valley,CA 93065
(877)742-7507
mark@sharkskin.us
Authorized Signature mark strait
mark@sharkskin.us
Technical Representative
Address/Phone/Email
Quality Assurance Representative Mark Strait
Address/Phone/Email 1464 Madera Road
Suite 387
Simi Valley,CA 93065
(805)750-0084
mark@sharkskin.us
Category Roofing
Subcategory Underlayments
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 the Gary Hartman
Evaluation Report
Florida License PE-73227
Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Scott Wolters,PE
O Validation Checklist-Hardcopy Received
Certificate of Independence FL8097 R6 COI COI.pdf
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By Approved Testing Lab
FL8097 R6 Equiv Equiv of Standards.pdf
Sections from the Code
1507.1.1
1507.3.3
httpsJ/foridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsnyDdfVwwt3RJT5HSPnWMXIRsRvlczfjl%3d 1/2
ntertek
Total Quality.Assured.
February 9,2021
Mark Strait
Sharkskin Roof
1464 Madera Road
Suite 387
Simi Valley,CA 93065
RE: FL#8097 Update to the 2020 Florida Building Code
Mr.Strait:
Intertek-ATI is writing this letter to address questions about the code conformity for the
Sharkskin Roof Underlayments (Sharkskin Comp,Sharkskin Ultra,Sharkskin Ultra Radiant,and
Sharkskin Ultra SA) presented in the Florida Product Approval FL#8097. The Florida Product
Approval is currently in the process of being updated to the most recent 7th edition. The
original approval was to the 2017 Florida Building Code 6th Edition,whereas the current code
version is 2020 7th Edition.The Test Standards and Code Approved versions are listed in the
table below
Performance Standards from 2017 Code Reference 2020 Code Reference
Evaluation Report Version Version
TAS 103-95 95 95
D1970-15a 2015a 2015a
D226-09 09 09
The existing evaluation installation instructions and reported limitations on use as presented in
the FL#8097 approval are still valid per the 2020 Florida Building.Code Section 1507.1.1 on roof
underlayments.
%►►u u t u n r r rq/,z���i
For Intertek-ATI `�������G C(/�e�,����
E N
• A
No.83035
�m,� , �0 ' STATE OF '4
W`
Daniel C. Culbert P.E. ''OAFS 4 0R10Q'C��?`
Engineer Team Leader . ''�i,`,S,r��NA�-� �`���
uurnnnn►���
Engineering Services 2021.02.0914:04:29-05'00'
FL COA 29274
cc:i5402.01-122-34,1-9687.01-122-34
1 1 1 1 1
130 Derry Court p. 717.764.7700
York, PA 17406 www•archtest.com www.intertek.com/building f. 717.764.7700
to terte i
Total Quality.Assured. REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY BOCC
KIRSCH BUILDING PRODUCTS
PRODUCT F LUAT'N"ON
FILE COPY
SCOPE OF WORK
SHARKSKIN ROOF UNDERLAYMENTS
PRODUCT EVALUATION PER CHAPTER 61G20-3.005(2)(B)FLORIDA ADMINISTRATIVE CODE
REPORT NUMBER
15402.01-122-34-110
FL8097-R5
ISSUE DATE
06/20/18- �
<y
PREPARED BY
ARCHITECTURAL TESTING,INC.(INTERTEK-ATI) ` :+
FL COA 29274
REPORT ISSUED TO
KIRSCH BUILDING PRODUCTS,LLC '
1464 Madera Road ```����puulur�q�
Suite N-387 E NRr,��%�'
Simi Valley,CA 93065 � �P 5 ,9
*. No. 73227
PAGES
7 R_U
0'•, STATE OF �c
For INTERTEK B&C: is10NIA,�&\\\1
PREPARED BY: Daniel C. Culbert, P.E. -PREPARED BY Gary Hartman,P.E.
Senior Project Engineer Laboratory
E" � TTLE Support Engineer
,��y�SIGNATURE .� ��rSIGNATiURE�:� yGM
06/20/18 ,DA+;y ._, > e�TE$' 06/20/18
GH:dc
%to r to
k 130 Derry Court
York,Pennsylvania 17406
Total Quality.Assured. Telephone: 717-764-7700
Facsimile: 717-764-4129
www.intertek.com/building
PRODUCT EVALUATION REPORT FOR KIRSCH BUILDING PRODUCTS
Report No.:15402.01-122-34-RO
Date:06/20/18
SECTION 1
SCOPE
Product Evaluation per Chapter 61G20-3.005(2)(b) Florida Administrative Code,
Evaluation report from a Florida Registered Architect or a licensed Florida Professional Engineer.
Product Category: ROOFING
Sub-Category: UNDERLAYMENT
Product:SHARKSKIN ROOF UNDERLAYMENTS
SECTiON 2
BUILDING CODE COMPLIANCE
This.product has demonstrated compliance with the intent of the Florida Building Code,
Building,6th Edition (2017),Section 1507.1.1, Underlayment.
SECTION!3
PERFORMANCE STANDARDS.
ST_ANDAR_D'^` TITLE
ASTM D226-09 Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing
and Waterproofing
ASTM D1970-15a Standard Specification for Self-Adhering Polymer Modified Bituminous
Sheet Materials Used as Steep Roofing Underlayment for Ice Dam
Protection
TAS 103-95 Test Procedure for Self-Adhered Underlayments for Use'in Discontinuous
Roof Systems
SECTION 4
PRODUCT DESCRIPTIONS
Mechanically Fastened Underlayments
Sharkskin Comp® is a multi-layer laminated roof underlayment comprised of a high-strength
woven polypropylene scrim with a UV&antioxidant protection bond layer and a slip-resistant top
layer.
Sharkskin Ultra® is a multi-layer laminated roof underlayment comprised of a high-strength
woven polypropylene scrim with a UV& antioxidant protection bond layer to both sides and a
slip-resistant top layer.
Sharkskin Ultra Radiant® is a multi-layer laminated roof underlayment comprised of a high-
strength woven polypropylene scrim with a reflective barrier.on the underside and a UV &
antioxidant protection bond layer on both sides and a slip-resistant top layer.
Page 2 of 7
Ln tame� 130 Derry Court
York,Pennsylvania 17406
Total Quality.Assured. Telephone: 717-764-7700
Facsimile:- 717-764-4129
www.intertek.com/building
PRODUCT EVALUATION REPORT FOR KIRSCH BUILDING PRODUCTS
Report No.:15402.01-122-34-RO
Date:06/20/18
Self-Adhering Underlayment:
Sharkskin Ultra SA® is a multi-layer laminated roof underlayment comprised of a high-strength
woven polypropylene scrim between two layers of UV&antioxidant protection bond and a self-
adhering underside and a slip-resistant top layer.
SECTION 5
INSTALLATION
General
1. Installation shall be in accordance with the manufacturer's installation_instructions and
requirements for reinforced synthetic underlayments in §1507.1.1 for an alternative to
underlayment complying with ASTM D226 Type II and§1507.3.3.
2. Sharkskin roofing underlayment is considered a vapor barrier and should generally be
installed above ventilated attic spaces.
3. Damaged roof decking must be replaced.The roof deck surface must be dry and free of
dust,dirt,debris,grease,solvents,loose nails,and other protrusions.
4. Metal cap nails shall be required where the ultimate design wind speed, V„It, equals or
exceeds 150 mph.
Sharkskin Comp®
1. For plywood or wood plank, attach to the roof deck with corrosion-resistant steel ring
shank fasteners with a minimum shank diameter of 0.083 inches,having 1-inch diameter
corrosion resistant metal round cap, tin tag, or plastic round top caps.or plastic caps
fastened with corrosion resistant staples.
2. For slopes 2.5:12 (11.8°) to 3.5:12 (16.2°): Sharkskin Comp shall be applied in a double
coverage method, with 257inch minimum horizontal laps and minimum 6-inch vertical
laps offset by 6 feet. Fasten with two staggered rows in the field of the sheet with a
maximum fastener spacing of 12 inches and one row at the end and side laps fastened
6 inches o.c.
3 For slopes 3.5:12(16.2')or greater: Sharkskin Comp shall be laid horizontally, parallel to
the eave with the printed side up,and have minimum 4-inch horizontal laps and minimum
6-inch'vertical laps offset by 6 feet. Fasten with three staggered rows.in the field of the
sheet with a maximum fastener spacing of 12 inches and one row at the end and side laps
fastened.6 inches o.c.
4. See manufacturer instructions at www.sharkskin.us for additional requirements.
Sharkskin Ultra®
1. For plywood or wood plank, attach to the roof deck with corrosion-resistant steel ring
shank fasteners with a minimum shank diameter of 0.083 inches,having 14nch diameter
corrosion resistant metal round cap, tin tag, or plastic round top caps or plastic caps
fastened with corrosion resistant staples.
2. For.steel ,deck, attach to the roof deck with approved corrosion'resistant #10, #12 or
#14 screws and metal stress plates.Screws shall engage the top flute of the steel deck.
3. For slopes 2.5:12(11.8°)to 3.5:12(16.2%other than tile: Sharkskin Ultra-shall be applied
in a double covArage method,with 25-161h minimum horizontal lips and minimum 6-inch
Page 3 of 7
�l'otek
130 Derry Court
York,Pennsylvania 17406
Total Quality.Assured. Telephone: 717-764-7700
Facsimile: 717-764-4129
www.intertek.com%building
PRODUCT EVALUATION REPORT FOR KIRSCH BUILDING PRODUCTS
Report No.-15402.01-122-34-RO
Date:06/20/18
vertical laps offset by 6 feet.Fasten with two staggered rows in the field of the sheet with
a maximum fastener spacing of 12 inches and one row at the end and side laps fastened
6 inches o.c.
4. For slopes 3.5:12 (16.2°) or greater, other than tile: Sharkskin Ultra shall be laid
horizontally, parallel to the eave with the printed side up, and have minimum 4-inch
horizontal laps and minimum 6-inch vertical laps offset by 6 feet. Fasten with three
staggered rows in the field of the sheet with a maximum fastener spacing of 12 inches
and one row at the end and side laps fastened 6 inches o.c.
5. See manufacturer instructions at www.sharkskin.us for additional requirements.
Sharkskin Ultra Radiant®
1. For horizontal battens,slopes 3:12(14°)or greater:
a. Attach to the roof deck with corrosion-resistant steel ring shank fasteners with a
minimum shank diameter of 0.083 inches,,having 1-inch diameter corrosion
resistant metal round cap, tin tag, or plastic round top caps or plastic caps
fastened with corrosion resistant staples.
b. For slopes 3.5:12 (16.2°) or greater: Sharkskin Ultra Radiant shall be laid
horizontally, parallel to the eave with the printed side down,and have minimum
4-inch horizontal laps,and minimum 6-inch vertical laps offset by 6 feet. Fasten
with three staggered rows in the field of the sheet with a maximum fastener
spacing of 12 inches and one row at the end and side laps fastened 6 inches D.C.
2. For counter battens,slopes 3:12(14°)or greater:
a. Attach to vertical battens with corrosion-resistant steel ring shank fasteners with
a minimum shank diameter of 0.083 inches, having 1-inch diameter corrosion
resistant metal round,cap, tin tag, or plastic round top caps or plastic caps
fastened with corrosion resistant staples.
b. Sharkskin Ultra Radiant shall, laid horizontally, parallel to the eave with the
printed-side-up across vertical wood, metal or plastic battens installed over a
solid deck spaced maximum 24" o.c. with'minimum 4-inch horizontal laps and
minimum 6-inch vertical laps. Horizontal laps shall be sealed with Eternabond
Tape, butyl-based tape or other material specifically approved by Kirsch Building .
Products. Vertical laps shall be minimum 6-inch wide and shall break over a
vertical batten to allow water to'run away from the vertical batten. Sharkskin
Ultra Radiant shall be attached to the vertical battens sufficiently to hold in place
until the horizontal battens are installed over-top in accordance with the tile,
metal or slate manufacturer's requirements. The positioning of the fasteners
holding the Sharkskin Ultra Radiant to the vertical battens prior to placement of "
horizontal battens-shall not interfere with true, flush installation of horizontal
battens.
3. See manufacturer instructions at www.sharkskin.us for additional requirements.
Page 4 of 7
tertek 130 Derry Court
' •f York,Pennsylvania 17406
Total Quality.Assured. Telephone: 717-764-7700
Facsimile: 717-764-4129
www.intertek.com/building
PRODUCT EVALUATION REPORT FOR KIRSCH BUILDING PRODUCTS
Report No.:15402.01-122-34-RO
Date:06/20/18
Sharkskin Ultra SA®
1. Adhere directlyto the plywood deck or to a mechanically attached Sharkskin Ultra anchor
sheet for 2-ply system installation.
2. Position Sharkskin Ultra SA horizontally, parallel to the eave of the roof with the printed
side up with minimum 2-inch horizontal laps and minimum 6-inch vertical laps.
3. Pull away the split-release liner film backing and applying the underlayment to the
substrate.
4. Broom the entire surface of the underlayment,and use a heavy roller on all seams/laps
to establish a secure bond.
5. For nail-on tile:install per manufacturer's recommendations and FBC§1507.3.3.
6. For foam-on tile:
a. Back-nail the top horizontal edge of each run prior to placement of the
subsequent run. r Back-nail to the roof deck with corrosion-resistant steel ring
shank fasteners with a minimum shank diameter of 0.083 inches, having 1-inch
diameter corrosion resistant metal round cap or approved tin tag. Back nail at
12 inches o.c.on side laps and 6 inches o.c.on end laps. No nails or tin caps shall
be exposed
b. For 2-ply system:-the maximum fastener spacing in the field of the Sharkskin Ultra
sheet shall be 10 inches o.c.
7. See manufacturer instructions at www.sharkskin.us for additional requirements.
SECT)ION 6
LIMITATIONS OF USE
1. Fire Classification is not addressed by this Evaluation Report.
2. Use in the High Velocity Hurricane Zone is not addressed by this Evaluation Report.
3. Sharkskin Roof Underlayments shall not be exposed to.sunlight for longer than:
a. Sharkskin Comp®: 180-days after installation.
b. Sharkskin Ultra®,Sharkskin Ultra Radiant®and Sharkskin Ultra SA®:
360 days after installation
• 11 • 1 ' 1 ' ll • 11 ' 1
Page 5 of 7 .
� �;k York, 130 Derry Court
Pennsylvania 17406
Total Quality.Assured. Telephone: 717-764-7700
Facsimile: 717-764.4129
www.intertek.com/building
PRODUCT EVALUATION REPORT FOR KIRSCH BUILDING PRODUCTS
Report No.: 15402.01-122-34-RO
Date:06/20/18
4. ,Sharkskin Roof Underlayments may be used with roof coverings as follows:
—-d
t WOO #s c
+Asphalt Nail on � Foam on I z
Comp° Y N N Y� Y N
Ultra® Y Y1 Y1 Y Y Y
Ultra Radiant® YZ N N Y3 Y3 Y3
Ultra SA® Y Y Y4 Y Y Y
1. As the anchor sheet in a 2-ply system
2. Contact Kirsch Building Products for installation information.
3. With battens only
4. Foam-On Tile is limited to use with ICP Adhesives & Sealants, Inc. 2-Component Foam Roof Tile Adhesive
AH-160(FL6332),Dow TILE BONDTM Roof Tile Adhesive(FL717)or DAP Foam, Inc.Touch `n Seal Stormbond Roof
Tile Adhesive(FL14506).The maximum negative design pressure for such installations is-52.5 psf when adhered
directlyto the plywood deck,and the lesser of-52.5 psf and the allowable uplift resistance of the mechanically
attached anchor sheet per§1507.3.3 for 2-ply installation.These pressures include a safety factor of 2.
SECTION 7
SUPPORTING EVIDENCE
Test Reports
G7683.01-109-18(TAS 103-95)
Issued:05/05/17
Architectural-Testing, Inc.York,PA(TST1558)
Joseph A. Reed,PE (FL PE 58920)
JX06F8A(ASTM D1970-17a)
Issued:06/07/2018
Momentum Technologies International(TST2508)
John Nevin,PE(FL PE 54666)
JX17A7A(TAS 103-95)
Issued:12/28/17
Momentum Technologies International(TST2508)DBA RCMA
John Nevin,PE(FL PE 54666)
JX17A7C(ASTM D226-17)
Issued:12/28/17
Momentum Technologies International(TST2508) DBA RCMA
John Nevin, PE(FL PE 54666)
JX17A7D(ASTM D226-09)
Issued:05/11/17
Momentum Technologies International(TST2508) DBA RCMA
John Nevin,PE(FL PE.V666)
Page 6 of 7
f '
U1e tertek 130 Derry Court
York,Pennsylvania 17406
Total Quality.Assured. Telephone: 717-764-7700
Facsimile: 717-764-4129
www.intertek.com/building
PRODUCT EVALUATION REPORT FOR KIRSCH BUILDING PRODUCTS
Report No.: 15402.01-122-34-RO
Date:06/20/18
SECTION 8
CERTIFICATION OF INDEPENDENCE
In accordance with Rule 61G20-3.009 Florida Administrative Code, Intertek-ATI hereby certifies
the following:
• Intertek=ATI does not have, nor will it acquire, a financial interest in any company
manufacturing or distributing products for which this report is being issued.
• Intertek-ATI is not owned, operated or controlled by any company manufacturing
or distributing products for which this report is being issued.
• Gary Hartman, P.E. does not have nor will he acquire, a financial interest in any
company manufacturing or distributing products for which evaluations are issued.
• Gary Hartman, P.E does not have, nor will he acquire, a financial interest in any
other entity involved in the approval process of the product.
SECTION 9
REVISION LOG
ARE ONr# DATE, ; w; ps YPAGES REVISION -�g
0 06/20/18 N/A Original Report Issue
Page 7 of 7
Force Engineering& Testing
19530 Ramblewaid Drive
Humble.Texas 77338
Phone: (281)540-6603 FAX: (281)540-9966
Website: ii-iv%•.forcccnginceringtesting.com
Product Evaluation Report
TRI COUNTY METALS
29 Ga. Ultra-Rib Roof Panel over 15/32"Plywood
Florida Product Approval #4595.15 115
Florida Building Code 2020
Per Rule 61G20-3
Method:I—D
Category:Roofing
Subcategory:Metal Roofing
Compliance Method:61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Tri County Metals
301 SE 161h Street
Trenton,Florida 32693
Engineer Evaluator:
Johnathan Green,P.E.#88223
Florida Evaluation ANE ID:12601
Validator:
Brian Jaks P.E.#70159
Contents:
Evaluation Report Pages 1-4
���id1�11�f�eAO� THIS ITEM HAS.BEEN
DIGITALLY SIGNED AND
•a��by• /® SEALED BYJOHNATHAN
�� •� � GREEN ON THE DATE
d a ADJACENT TO THE SEAL.
,O
a
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DOCUMENT ARE NOT
p •� OM E QV ; a CONSIDERED SIGNED AND
SEALED AND THE
,'•:cQk11131'_:�e�\\� SIGNATURE MUST BE
`/ VERIFIED ON ANY
�� AL � ELECTRONIC COPIES.
OCT 02;020 �A//BI f@8111181��
FL#4595.15 R5
Force Engineering & Testing LJ
19330 Ramblew(K)d Drive
Humble,Texas 77338
Phone: (281)540-6603 CAX: (281)540 9966
Website: .r-ir is.forceengineLringtesting.corn
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2020,Sections 1504.3.2,1504.7.
Product Description: Ultra-Rib Roof Panel Min. 29 Ga. Steel 36" Wide,through fastened roof panel
over 15/32"APA Plywood decking.Non-Structural Application.
Panel Material/Standards: Material: Minimum 29 Ga.Steel conforming to Florida Building Code 2020
Section 1507.4.3.
Yield Strength: Min.80.0 ksi
Corrosion Resistance:Panel Material shall comply with Florida Building Code
2020,Section 1507.4.3.
Panel Dimension(s): Thickness: 0.0145"min.
Width: 36"maximum coverage
Rib Height: 3/<<"major rib at 9"O.C.
Panel Fastener: #10-16 x 1-1/2"HWH Woodgrip with sealing washing or approved equal
%"minimum penetration through plywood
Corrosion Resistance:Per Florida Building Code 2020,Section 1507.4.4.
Substrate Description: Min.15/32"thick,APA Rated plywood over supports at maximum 24"O.C.
Design of plywood and plywood supports are outside the scope of this
evaluation. Substrate must be designed in accordance w/Florida Building Code
2020.
Allowable Design Uplift Pressures:
Table"A"
Maximum Total Uplift Design Pressure: 84.3 psf 146.0 psf
Fastener Pattern: 9"_9„9„ �6.5"-2.5"-6.5-2.5"-
6.5"-2.5"-6.5"
Fastener Spacing: 24" .C. 12"O.C.
*Design Pressure includes a Safety Factor=2.0.
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
��q`�® ;� .• /���// SEALED Y JOHNAT AN
�°e�����••, /� GREEN ON THE DATE
ADJACENT TO THE SEAL.
a ND 8=3c s
d ; PRINTED COPIES OF THIS
DOCUMENT ARE NOT
® �Opr . a CONSIDERED SIGNED AND
SEALED AND THE
®/ °•:�p,RiDd':•'�!�`\� SIGNATURE MUST BEVERIFIED ON ANY
.
/ - v
/ - \
OCTo2 2020
� PALL \��\ ELECTRONIC COPIES.
� °®i ° . �
FIX 4595.15 R5
ey
1 y Force Engineering &Testing
19530 Ramblc�rood Drive
Humble,Texas 77333'
Phone: (281)540-6603 FAX: (281)540-9966
Website: wiviv.rorceengineerinetesting.com-
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2020,Section 1504.3.2,1504.7.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2020,as relates to Rule 61G20-3.
Performance Standards: The product described herein-has demonstrated compliance with:
• UL 580-06-Test for Uplift Resistance of Roof Assemblies
■ UL 1897-2012-Uplift Test for Roof Covering Systems
■ FM 4471-92-Foot Traffic Resistance Test.
Reference Data: 1. UL 580-94/1897-98 Uplift Test
Force Engineering&Testing;Inc.(FBC Organization#TST-5328)
Report No.136-0393T-07G,H
2. FM 4471-10,Section 4.4 Foot Traffic Resistance Test
Force Engin eering&Testing,Inc.(FBC Organization#TST-5328)
Report No.136-0027T-12C
3. Certificate of Independence
By Johnathan Green,P.E.(No.88223)@ Force Engineering&Testing
(FBC Organization#ANE ID:12901)
Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is,equivalent to the UL 1897-2012 test
standard.
3. The FM 4471-10,Foot Traffic Resistance test standard is equivalent to the
FM 4471-92,Foot Traffic Resistance test standard
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005(3)for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2020,including Section
1507.4.2 and in accordance with Manufacturers recommendations. For slopes
less than 3:12,lap sealant must be used in the panel side laps.
Installation: Install per manufacturer's recommended details.
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
•� GREEN ON THE DATE
ADJACENT TO THE SEAL.
a ; PRINTED COPIES OF THIS
DOCUMENT ARE NOT
GMTECW CONSIDERED SIGNED AND
•' � SEALED AND THE
Oil '• QRypP:.`��� :N� SIGNATURE MUST BE
VERIFIED ON ANY
OCT 02 2020 1 f�®� \\�� , ELECTRONIC COPIES.
FL#4595.15 R5
I
i
� r 1
_1 Force Engineering& Testing.
19530 Ramblewood Drive
Humble.Texas 77338
Phone: (281)540-6603 FAX: (281)540-9966
Website: w•ww.forccenginccringtesting.com
Underlayment: Per Florida Building Code 2020,Section 1507.1.1 and manufacturer's installation
guidelines.
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
Design Procedure: Based on the dimensions of the structure,appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2020 for roof cladding
wind loads.These component wind loads for roof cladding are compared to the
allowable pressure listed above.The design professional shall select the
appropriate erection details to reference in his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover.Support framing must be in compliance with Florida Building Code 2020
Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading.
gtj11119j6Aoz� THIS ITEM HAS BEEN
DIGGNED AND
SEALED J IL YIOHNATHAN
•'d°®t'���6�`+•+ ®� GREEN ON THE DATE
s ADJACENT TO THE SEAL.
¢ ; PRINTED COPIES OF THIS
DOCUMENT ARE NOT
® dTE O� a CONSIDERED SIGNED AND
SEALED AND THE
Of' '•: pat�P;:����!� SIGNATURE MUST BE"
�� VERIFIED ON ANY
OCT 02 2020 1�ti ELECTRONIC COPIES.
If fFL#4595.15 R5
f
t
I r •
r`r Force Engineering& Testing l
19530 Ramblewood Drive
Humble,Texas 77338
Phone: (281)5a0-6603 FAX: (281)540-9966
Website: \r9rR•.f6rcecnginecringtesting.com
MIN. 29 GA. ULTRA.-RIB PANEL OVER 15/32" PLYWOOD
TYPE 1 FASTENER PATTERN AT 24.O.C.
I aarwau cvt mu
9' 9• 9• 0' Nn lac m naa
IID aA if1
110-16 x�-11/2'w00DGRIP W1 SEAUNG WASHER
TYPE 2 FASTENER PATTERN AT 12'O.C.
.,/�• :tA• a VA, 2 IA• a IA• x in• .�A' :ia• rawwasmmu
1(0-1�11/2'x WOODGRIP W/SEALING WASHER
"rx�oik4
0c�\�T09��q,B�SQQz THIS ITEM HAS BEEN
� DIGITALLY SIGNED AND
Z SEALED BY JOHNATHAN
���Q�•� ®0 GREEN ON THE DATE
•� a ADJACENT TO THE SEAL.
a
a s PRINTED COPIES OF THIS
DOCUMENT ARE NOT
• MTECw o CONSIDERED SIGNED AND
SEALED AND THE
�i ���� SIGNFTDMUST BE
ON ANY
OCT 02 2020 �/� 'A , \���` ELECTRONIC COPIES.
FL#4595.15 R5
L
iMICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
FILE -# 5013336 OR BOOK 4795 PAGE 2664, Recorded 03/23/2022 10:29:17 AM
NOTICE,E,DF.COM1VWNCEMENT
Peru�itNo.. '- - 1301 606-0244 00 PYoperty Tag IID�Io:.. :....':.- :.:..::;..._.•.:.'..::U-9.
Ststeof:FIorida;:CountX of S.t.,Luce • -
e.. nde signed:hereby veszofice thatimprovemenf`vill:be:made:fo.^certain reaLproperty aad iaacco danee•with
Chpter.713;:Florida:Statutes;the following informat�an�s:provided•m tbis Notice of Commenccinenf.
I;"lliscription-ofpropertyand•sddressifava ab2`e:L 000'P! 4mrMB ��or�4tMaa:l3;ois�loR.t34.tsiai
630T G fOim Wphin ST Fort.Pk!M FL 3495:1 _ ..•
General description;of improvements:RERQQF
Ownernessee',janef --;Mq er -
... ._._... .... .
Address. fi30.7 Green'Dolpfiiii STforf:Pieri*FL 34951
OINNE'Intexestn property: .::..:_..:._...::..;:._,
Fee Simple Titlgaolder.(ifotter ahan_owuer):
:Aaaress:. .... ...... . . .
.............
Contractors PANDA CONTRAGT09$-lI G DBA;PANDA:ROOF pfione.# 772 231 609
4500:US:HIGHftYl1;VERO:BEAGH;FL 329tiT Address: EaE>#..... ,..._
:Surety
• ... Pfioue;#..
.Address. Fax#
Amount:of"B'ond.
lender Phone#
Address:
Persons vyithFnthe State ofFlorida designated vy O'wher`npou whom.notices.or:Qtlier•.documents.may:.UeserVed as:provided'
by Section 713 13(a)-7:;. Iorida Statues:..
Name. . ....... .........:... PIione#.
In;a4010(ao'hifiiseV;•oivner designates-
:phone:#: Fax;#.._ ._. ._.._...._._..
to-receive:a:copy_olthit--ienor'sNotice.as;pro nded:ii Sedd n.713;13;(1):(t►)Florida:Sfaty[es:.EYpiration:dafe:oL'notice:of:
commencementis one yearf om`the:date of.recorduig upless:a d�flefent.date.kspedfied.VARNING:TO=OWNER:
ANY;PAYMENTS MADE;BYTHE:UWNER.AFTER'IEIE EXPfRATION UP'IHE gOTICB OF CO 'ARE=CONSIDERS WROPER
PAYMIsITTlS UDDER CFi:713.i3,F 5 RKNIS..CANRESULTmYOYJRPAYINGT9VICETURIWRUYEMENTS:TOYOURPROPERTY �INOTICE`.OF
C01S3lVIENCEIVIENTIy[[J$TBEiL�CORDEDAND'EO$TED.ON:THEd.UBSITEBEFORE�'fiEF[FtST'INSPOCTION IFYUUIIJTENDTOOBTAIId
FINANCING, CONSULT` ilk'FOUR LENDER.OR..AN ATTORNEY BEFOTtE:COMMENCING:WORK OR:RECORbINE#YOUIL N01TCE,:QF
COMMENCM6[1Ts
:.Owner, sep;'6t:.OviriersoIessee'sAgtlioYied;0 ces/Director/Partner/Manager/.Signature•
`Signatory's Title(ULfii_ce: .
State of Floridai,Couiity.of_:=.�( Amn
Ac ge. a me this -. _:daysiif: '-.t: rc{n 20. :by J:ft►1 :Ir.(�J:.nfiltiCF
'99-
r ..ho is perspually 1 wn td.me,•ox wiio has produced F �L. ldehtiCication.
S:r Cl �ZN► �.
1•Y Type;or.PnntName.ofNotaiy
.,..
- ... ... ... o-NOTARYPUBl:IC
r. ...
Tit1e .No"taiYPa)ihc. Commission.Nutnber:.^G`asH:�.�(.,
!-:STA7E:0F:F:@0RIDA.
y �:Comn#GG25440$
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