HomeMy WebLinkAboutREVISION - BUILDING PERMITOFFICE USE ONLY:
DATE FILED: YD7 .4. 19
REVISION FEE: l "TS. g&
PERMIT #
RECEIPT #
PLANNING & DEVELOPMENT SERVICI
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772)462-1553
APPLICATION FOR BUILDING PERMIT
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
memop-q L"c
DETAILED DESCRIPTION OF PROJECT
WRII)a=V;U10I07710 Q111Ru GIV 11l)nz
STATE of FL REG./CERT. #:
BUSINESS NAME:T-ElUL
QUALIFIERS NAME:
CITY: tTP-T VIPT C-0 STATE:
PHONE (DAYTIME): (.e l 1.-2)
OWNER/BUILDER INFORMATION:
CITY:
PHONE
NAME: I
ADDRESS:
CITY: _
PHONE (Dj
OCT 0 4 Z019
ST. Lucie County, Permitting
Ila SCANNED
BY
auucie County
ST. LUCIE CO CERT.
JEWJC.bU071)
(V
IE
zip:3 �F
STATE:
STATE:
FAX: rv1 A -
FAX:
,yIReSLCCC: 311 REV
vised 0616/30/17
Florida Building Code Online
yr L +
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ra usm: Public VW RECEIVED
—19 Product APDMV41 Menu > Product or AQWjV2n Search > Aquotion tJ t > Appp®doa Derma
,�.� OCT 0 4 2019
FL # FL18355-R4
.,`, Application Type Revision ST. Lucie County, Permitting
Code Verslon 2D37
Application Status Approved
Comments
Archived
REVISION
Product Manufacturer
TAMKO Building Products, Inc.
Address/Phone/Email
PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext
kerb edenOtemko.com
FILE C%JV I
Authorized Signature
Kerd Eden
kerri_eden@tamko.com
Technical Representative Kerd Eden
Address/Phone/Small PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext 2305
karti—eden@Lamko.com
Quality Assurance Representative
Address/Phone/Emall
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or Ucensed Fladda
Professional Engineer
Evaluation Report - Hardcapy Received
Florida Engineer or Architect Name who developed the Zachary R. Priest
Evaluation Report
Florida Ucense
PE-74021
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
01/07/2019
Validated By
Locke Bowden P.E.
* Validation Checklist - Hardcopy Received
Certificate of Independence Q1n355 R4 CM TBPSSJOLS 2017 FBC Eval Reoort ShinglgS,nnaLRdl
Referenced Standard and Year (of Standard)
Standard
X=
ASTM D 3161
2016
ASTM D 3462
2010
ASTMD D 7150
2011
TAS 100
1995
Equivalence of Product Standards
Certified By
Approved Testing Lab
Fr IS355 R4 Eauly UL letter for standards
For FBC 2017.11dF
h%m:lAvww.floddebulldingmrglprlpr app dd.espx?pamm=wGEVXQwtDquvosrHazGXQW83MPT3uofKzDIM2XugwuWmY6POIJIukQ%3d%3d 7%2
8/1712018
Sections from the Code
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date APProved
Method 1 Option D
09/25/2017
09/27/2017
10/08/2017
12/1Z/2017
FL #
Model, Number or Name
Description
18355.1
Glass -Seal, Hite Gass -seal,
ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage, Heritage Premium,
Heritage Woodgate, Heritage
Vintage, Hip and Ridge, and Vintage
Hip and Ridge Shingles
Limits of Use
tttsmlHtlon Instructions
nl 1 n355 R4 II TBP38001 4 2017 FBC Eval Report Shing105
Approved for use in HVHL• Yes
Approved for use outside HVHZ. Yes
Impact Resistant: N/A
finel.odP
VeNfied By: Zachary R. Priest PE-74021
Design Pressure: N/A
Created by Independent Third Party: Yes
Other See evaluation report for limits Of use.
Evaluation Roporb
FLSB'+55 R4 AE TBP350014 2017 FBC Eval Report5hln =
Created by Independent Third Party: Yes
o ED
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on be made ayaeBble m the Pub&. TO d0belob a IfYeu ere a noer soo
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No.
CREEK Cerhfrcate ofAuthorizationE inb 2gh Dr
17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT
FLORIDA BUILDING CODE, C EDITION (2017)
Manufacturer. TAMKO BUILDING PRODUCTS
issued
September 25, 2017
22D west 4o1 street
Joplin, MO 64801
(417) 624.6e44
Manufacturing Plants: Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas, TX
Tuscaloosa, AL
Quality Assurance: UL LLC (QUA9625)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1,1507.2.5,1507.2.7.1, 1523.8.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
REFERENCES
Entity
Report
Stands
year
PRI Construction Materiels Technologies (TST5876)
TAP-W3-02-01
TAS 100
1995
PRI Constriction Materials Technologies (TST5878)
TAP-051-02-01
TAS 100
1995
PRI Construction Materiels Techn01091es (TST5878)
TAP-054-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-114-02-01
TAB 100
1995
PRI Construction Materials Technologies 9575878)
TAP-117-02-01
TAB 100
1995
PRI Construction Materials Technologies (TST6875)
TAP-13D-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST6878)
TAP-131-02-01
TAB 100
1995
PRI Construction Materials Technologies (TST5878)
TAPA6502-01
TAS 100
1995
PRI Construction Matelots Technologies (TST5878)
TAP-280-02-01
TAB 100
1995
PRI Construction MaterialsTechnologles (TST5878)
TAP-303-02-01
TAS 160
1995
PRI Construction Materlals Technologies (TST5878)
TAP-307-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-314-02-01 Rev 2
TAB 100
1995
PRI Consinicticn Materials Technologies (TST5878)
TAP-315-02-0/
ASTM D 6381
2008(2013)e1
PRI Construction Materials Technologies (TST5878)
TAP-317-02-01
TAS 100
1995
UL LLC (TST9628)
UL LLC (TeTe62a)
02NK9507
04NK243M
ASTM D 3161
ASTM D 3462
2016
2010A
UL LLC (TST9828)
05NK28006
ASTM D 6381
20D8(2013)e1
UL 2390
ASTM D 7158
2011
UL LLC (TST9628)
OONK03898
ASTM D 3161
ASTM D 3462
2016
2010A
UL LLC (TST9828)
08CA59132
ASTM D 3161
2016
UL LLC (TST9828)
09NK07898
ASTM D 3161
2016
ASTM D 3462
2010A
UL LLC (TST9828)
IOCA50498
ASTM D 3462
2010A
UL LLC (TST9628)
10CA64082
11 NK14014
ASTM D 3151
ASTM D 3181
2016
2016
UL LLC (TST9628)
ASTM D 3462
2010A
UL LLC (TST9628)
12CA24551
4788110543
ASTM D 3161
ASTM D 6381
2018
2006(2013)01
UL LLC (TST9828)
UL LLC (TST9628)
4787043752
ASTM D 3161
2016
UL LLC (TST9528)
4787148148
ASTM D 7158
2011
ASTM D 3161
2016
ASTM D 3462
2010A
CREEK Technical Services LLC (ANE11669)
TBP15001.3
Calculations
2017
TBP15001A
FL18355.R4
Page 1 of 1
This evaluation report is provided for State of Florida product sppreval under Rule 81G20-3. The manufacturer shag no0fy CREEP
Technical Services, LLC of any Product changes or qualfty assurance changes dwoughhohl the duration for which this report Is vatic
This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are m
specifically addressed herein.
C RE E TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass -Seal®
(Frederick, Joplin &
Tuscaloosa)
Glase-Seal
(Frederick &
Tuscaloosa)
Glass -Seal
(Joplin)
Heritage®
(Dallas, Frederick,
Joplin, Phillipsburg &
Tuscaloosa)
Heritage® Premium
(Dallas, Frederick,
Phillipsburg &
Tuscaloosa)
Heritage® Premium
(Frederick)
Heritages Vintage®
(Phillipsburg)
Heritages Woodgats
(Dallas & Frederick)
Heritages Woodgete
(Frederick)
Hip and Ridge Shingles
(Frederick & Joplin)
Vintages Hip and Ridge
(Phillipsburg)
12-114" x 36", ASTM D 3161, Class F and ASTM D 7168, Class H self-sealing, 3-tab
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
ceramic granules complying with ASTM D 3462.
12-1/4' x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
asphalt shingle with fiberglass mat coated on bath sides with asphalt and surfaced with
ceramic granules complying with ASTM D 3462.
12-114" x 38, ASTM D 7168, Class H selfseall 349b asphalt shingle with fiberglass
met coated on both aides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shincles shall be used in the non-HVHZ only
13-1hr x 39-3/8", ASTM D 3161. Class F and ASTM D 7158, Class H fiberglass _
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462
13-114" x 39.3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462
12' x 36', ASTM D 3161, Class F and ASTM D 7168, Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
17-1/2' x 40', ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
13-114" x 39.318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462
12" x 363/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
asphalt shingle surfaced with mineral granules complyfng with ASTM D 3462. Shingles
shell be used in the non-HVHZ only.
12-114" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
shingle surfaced with mineral granules complying with ASTM D 3462,
12" x 17, ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
surfaced with mineral granules complying with ASTM D 3462-
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shag now CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid.
This evaluation report does not evress nor Imply warranty, Installation, recommended use, or other product attributes that are not
specifically addressed herein.
JCREEK
TECHNICAL SERVICES, LLC
INSTALLATION
Sao Glass -Seal®
(Frederick, Joplin &
Tuscaloosa)
Glass -Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Basic Wind Speed (V s):
Basic Wind Speed (Vaw):
Deck (HVHZ):
Deck (Non-HVHZ):
Undedayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
AsphaaShingles
Max 194 mph
Max.150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 In. plywood or wood plank for
new construction; Min. 7/16 In. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturers application Instructions when installing
shingles at slopes greater than 21:12.
Installed with 5-1/8 Inch exposure In accordance with RAS
115 and manufacturer's published Installation Instructions.
Shingles shall be attached using 06 Nail Pattern' detailed
below.
Installed with 5-1/84nch exposure in accordance with FBC
requirements and manufacturer's published Installation
Instructions. Shingles shall be attached using either "4 Nail
Pattern' or'6 Nail Pattern' detailed below.
Figure 1. Elite Glass4eal & Glass -Seal
4 Nall Pattern (Non-HWZ only)
Figure 2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
I"
nn. ..........-
Tedm cel Services, LLC of arty product charges or quality assurance changes throughout the duration for which this report Is valid.
This evaluation report does not express nor imply wananly, installation, recommended use, or other product attnbules that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Heritage®
Basic Wind Speed (V sX
(Dallas, Frederiok Joplin,
Basic Wind Speed (V, d):
Phillipsburg & Tuscaloosa)
Deck (HVHZ):
Heritages Premium
-
(Dallas, Frederick
Phillipsburg & Tuscaloosa)
Deck (Non-HVHZ):
8
Heritage® Woodgate
(Dallas & Frederick)
Undedayment
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
.4
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max.194 mph
Max.150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15132 In. plywood existing
construction.
In accordance with FBC requirements;
Solidly -sheathed -min. 15132 In. plywood or wood plank for
new construction; Min. 7/16 In. OSS existing construction.
In accordance with FBC requirements.
2:12 and In accordance with FBC requirements. Refer to
the manufacturer's application Instructions when Installing
shingles at slopes greater than 21:12.
Installed with 55/8 In. exposure In accordance with RAS
115 and manufacturer's published Installation Instructions.
Shingles shall be attached using "6 Nall Pattern" detailed
below.
Installed with 5.5/8 in. exposure in accordance with FBC
requirements and manufacturer's published Installation
Instructions. Shingles shall be attached using either "4 Nail
Pattem" or "6 Nail Paaem" detailed below.
NAIL ZONE
BOND
SSB"
12-112"—+-12-X811 —+— 12-1
Figure 3. Heritage% Heritagtg Premium, and Heritage® Woodgate (Dallas)
4 Nall Pattern (non44VHZ only)
Figure 4. HerltageS & HeritageS Premium
6 Nail Pattem
C of arty product changes or quality assurance changes throughout the duration for which this report is valid.
does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not
hereln.
CREEK
TECHNICAL SERVICES, LLC
F
7-i
TAMKO BUILDING PRODUCTS
ASPW shingles
w,wn anYCl
124 ,1 .j'2+.1/2+-M+- 2+-il2PDl �-1"
Figure 5. Heritage& Woodgate
6 Nail Pattern
Common Bond
39.31a' f i
Figure 6. Heritage®, Heritage® Premium, & Heritage® Woodgate
Alternate 6 Nall Pattern
LOOA710N
E
Figure 7. Heritage® (Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3, . and 6 may be placed in the nail zone as described above
TBP16001A FL1a355.R4 Pew 5 of 11
This eveluatrcm report Is provided for State of Flatde product approval under Rule O1G?A-3. The manufacturer 51rar notify CREFJ(
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report la valid.
This evaluation repon dues not 9$pnm fur imply warrant, installation' rocommended use, or other product attributes that are not
specifiratty addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Heritage® Premium Basic Wind Speed Nun):
(Frederick) Basic wind speed NadY
Deck (HVHZ):
Deck (Non.HVHZ):
Undedayment:
Min. elope:
Installation (HVHZ):
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
AsphatShingtas
Max. 194 mph
Max.150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19132 In. plywood or wood plank for
new construction; Min. 15132 In. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15132 In. plywood or wood plank for
new construction; Min. 71161n. OSB existing construction.
In accordance with FBC requirements.
2:12 and In accordance with FBC requirements. Refer to
the manufacturer's application Instructions when Installing
shingles at slopes greater than 21:12. .
Installed with 5 in. exposure In accordance with RAS 115
and manufacturer's published Installation Instructions.
Shingles shall be attached using 46 Nall Pattern' detailed
below.
Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published Installation
Instructions. Shingles shall be attached using after "4 Nail
Patera` or 06 Nail Pattern" detaied below.
5°
12°—►`+-11°---+) j —1°
Figure 8. Heritage® Premium (Frederick)
4 Nail Pattem (non"HVHZ only)
Figure 9. Heritage® Premium (Frederick)
6 Nall Pattem
ZONFJ
MON BOND
6 of
ruts even uun rupuu,uywn..o.. w. ............-.—_�._____ _._.
Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which drre reports ve .
TNs evaluation report does not express nor Empty warranty. Instenalion' recommended use, or other Product attributes that are not
specifically addressed tweln.
CREEK
TECHNICAL SERVICES, LLC
Heritage® Woodgate Basic Wind Speed (Vwr):
(Frederick) Basic Wind Speed (Vesd):
Deck (Non-HVHZ):
Undedayment:
Min. slope;
Installation (Non•HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt shingles
Max. 194 mph
Max.150 mph
In accordance with FBC requirements;
Solidly, sheathed min. 15/32 In. plywood or wood plank for
new construction; Min. 7/13 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when Installing
shingles at slopes greater than 21:12.
Installed with 5 in. exposure In accordance with FBC
requirements and manufacturer's published installation
Instructions. Shingles shall be attached using either'4 Nail
Pattern" or'* Nail Pattern° detailed below.
5-i r2" EXPOSURE IF
i � i ■�
Figure 10. Heritage® Woodgate (Frederick)
4 Nall Pattern (non-HVHZ only)
HE
�4"
Figure 11. Heritage® Woodgate (Frederick)
6 Nail Pattern
This evaluation report is prouided for State o1 Florida product approval under Rule atGZo•9. Ins merrurecwmr enau nmoy a m=,
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid.
This evaluation report does not express nor imply wartenty, instalatlon, recommended use, or other product attributes that are not
specifkaty addressed herein.
CREEK
TECHNICAL SERVICES, LI.0
HeritageQal Vintage® Basic Wind Speed (V„ .-
(Phlnlpsburg) Basic Wind Speed (Vewy
Deck (HVHZ):
Deck (Non-HVHZ):
Undedayment
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max.150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 In. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application Instructions when Installing
shingles at slopes greaterthan 21:12.
Installed with 5 In. exposure In accordance with RAS 116
and manufacturer's published Installation Instructions.
Shingles shall be attached using 06 Nall Pattern° detailed
below.
Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published Installation
Instructions. Shingles shall be attached using either °5 Nall
Pattern' or "6 Nall Pattem" detailed below.
Figure 12. HerltaaeO Vintage®
5 Nag Pattem (non-HVHZ only)
Figure 13. Heritage® Vintage®
6 Nail Pattem
Technical Servlw% LLC of any product changes or quality e
This evaluation report does not express nor imply warranty,
specifically addressed herein.
11
out the duration for which this report is valid.
use, or Cher product attributes that are not
CREEK
TECHNICAL SER=Fig, LLC
Hip & Ridge Basic Wind Speed (V a):
(Frederick & Joplin) Basic Wind Speed (V,d):
Dock(HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max.194 mph
Max.150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC.requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction; Min. 7116 in. OSS existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements.
Installed with 5.1/8 inch exposure in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction prevailing wind
posure
Figure 1
u
i
Fastener
Figure 2
Figure 14. Hip & Ridge (Frederick & Joplin)
o posure
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid.
This evaluation report does not agmss nor Imply warranty, installation, recommended use, or other product aadbutes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICEs, LLC
VlrMage® Hip & Ridge Basic Wind Speed (V a):
(Phillipsburg) Basic Wind Speed (Vwd):
Deck (HVHZ):
Deck (Non-HVHZ):
Undedayment:
Min. slope:
Installation:
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max.184 mph
Max.150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 In. plywood or wood plank for
new construction: Min. 15/32 In. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7116 In. OSB existing construction.
In accordance with FBC requirements.
2:12 and In accordance with FBC requirements.
Instated with 8 Inch exposure In accordance with the FBC
and manufacturer's published Installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing vfind
0.
exposure
Figure 1
r -5-1/2"
Figure 2
rigure a
Figure I& Vintage® Hip & Ridge (Phillipsburg)
This evaluation repod Is provided for State of Florida product approval under F
Technical Services. LLC of any product changes or quality assurance changes
This evaluation repod does not express nor imply warranty, Installation, ream
specifically addressed herein.
1oof11
nit the duration for which this report is valid.
use, or other product attributes that are not
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERYICFs. LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and In accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft In the WHZ.
4) Classification to ASTM D 7168 applies to exposure B & C with a building mean roof height of 60-ft or less.
6) Deck substrates shall be dean, dry, and free from any irregularities end debris. • All fasteners in the deck
shall be ghedked for protrusion and corrected prior to undedayment application.
6) Shingles shall be Installed starting at the save in horizontal layers such that the laps shed water from the
deck.
•T) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application Instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed In this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6P Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
GEiv �FiS,�-y
2017.09.25
•
No 7402' ' *
��*: 11:31:41
V. a=
0:•• STATE OF
LJ
-04'00'
•:��/`
'1 �.4 O R 10 P • `�N�
Zachary R. Priest, P.E.
,4'*SNALE?,,
Florida Registration
OrganizatnNo
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,.LLC does not have, nor will it acquire, a financial Interest In any company manutactudng or distributing
products under thus evaluation.
CREEK Technical Services, LLC Is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, RE does not have, nor will acquire, a financial Interest In any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will squire, a financial Interest in any other entity involved In the approval process of the
END OF REPORT
11
Technical Services, LLC of changes q dythroughout" u - -• r which
.._.or valid.
.
arty product es or ual' essurenra changes the duration for which this report Lv valid.
This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attrlbutes that are not
specifically addressed herein.