HomeMy WebLinkAboutBUILDING PERMIT ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: Permit Number:
J
ILOCO19
MANAW _...____. .. .... .
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential X
PERMIT APPLICATION FOR: Roof
PROP05ED IMPROVEMENT LOCATION:
Address: `:)(c i 6cxb Ptnn Ln Port 5r Libe FL
Legal Description: LQ, R i('t'na V Aa, Coo pp+G-bVe Un A l L Oi %Z$ ll 03 111$- 0?_q)
Property Tax ID#: 3q LAG- (DCoy-ok2 u ' L) - 2 Lot No. i Z.S
Site Plan Name: W,1k5 ) r l.c, h !n�1 nn A Block No. n /A
Project Name: r k,S Sarb +rl n Lan
Setbacks Front nn ,rI Back: l) /(::) Right Side: n /r Left Side:/_
DETAILED DESCRIPTION OF WORK:
�eM�e c�x �st�n� S1r1�rr�ji� Ttx�k r��lc,�e w ��+n_ `S1n�rlcJle .
CONSTRUCTION INFORMATION:
Additional work to be r)ertormed under this permit-check all apply:
❑HVAC Gas Tank Gas Piping Shutters a Windows/Doors
❑Electric ❑ Plumbing Sprinklers 11 Generator ® Roof 3 Roof pitch
Total Sq. Ft of Construction: 23460S S . Ft. of First Floor:
Cost of Construction: $ Utilities: D_Sewer E Septic Building Height:
OWNERAES$EE: CONTRACTOR:
Name ju-Ano e- �.Ylf��t floc'_ l
-�•• ,1v� Name: LC ::
Address: SCE I ( Cab '.Al nn t-n Company: P-\nC}X OGC�6nrS t-L_(-
City: %t I-uc".a State:_L1_ Address: 0,!SS0 SE N fo!� �G S+
Zip Code: MCISZ Fax: n/A City: ry 51- L-U6e State:-EL--
Phone No. X(oZ Zip Code: 'A LCi5 Z Fax: `n l
n (�
E-Mail: , !/a Phone No. -11Z - ZO$'
Fill in fee simple Title Holder on next page ( if different E-Mail: �O'j Lhr\>kenSet ) "7 11 G 1_Cr�M
from the Owner listed above) State or County License: C_C-xL I'S1 SQCVS
i
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
cP
DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: Not Applicable
Name: v')\n Name: \ -
Address: Address:
City: Yl \ State: City: Yl State: I
Zip: n\n Phone n \(.' Zip: () \ A Phone: r-) \IQ
FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: Not Applicable
Name: 0\4 Name:
Address: n\R Address: \
City: n \ City: n\
Zip: (1[(4 Phone: f1�A Zip: (]/a 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 or an attorney before
commencing work oLx_ecording your Notice of Commencement.
Signature of Owner/Lessee/Contractor as Agent for Owner Signa ure of Contractor/License Holder
STATE OF FLORIDA—J ��/� STATE OF FLORIDA 01
..JJ COUNTY OF T COUNTY OF
The forgoing instrument was acknowledged before me The for instrument was acknowledged before me
this(z�./Q day of rsb. 20ZK by this day of 201V by ;
env� �'ti�is�m..il✓� 1 c2�t �ti����,��'_
Name of person making statement Name of person making statement
Personally Known )v OR Produced Identification Personally Known X OR Produced Identification
Type of Identification Type of Identification
Produced Produced
(Signat a of Notary Publicct Florid (SignatLife of Notary Public-S of i d a1JW
lion#GG 144499
144490
Commission No. * oP�` �19,2021 Commission No. o 6
SV*"
OF P� ��`oF FtOQ� Bona�d llw BuapMlbIrysaviw
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
RECEIVED
DATE
COMPLETED
Rev. 8/2/17
CREEK Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25. 2017
220 West 4" Street
Joplin, MO 64801
(417)624-6644
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. 1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A
UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1
UL 2390
ASTM D 7158 2011
UL LLC(TST9628) 06NK03898 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 08CA59132 ASTM D 3161 2016
UL LLC(TST9628) 09NK07896 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 1OCA50498 ASTM D 3462 2010A
UL LLC(TST9628) 1OCA64882 ASTM D 3161 2016
UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 12CA24551 ASTM D 3161 2016
UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 2016
UL LLC(TST9628) 4787148748 ASTM D 7158 2011
ASTM D 3161 2016
ASTM D 3462 2010A
CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017
TBP15001.4 FL18355-R4 Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify 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 express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEKTAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass-Seal® 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing. 3-tab
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-114" x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass
(Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin, Phillipsburg & complying with ASTM D 3462
Tuscaloosa)
Heritage®Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage®Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced.
(Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage®Vintage® 17-1/2"x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage®Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage®Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
(Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
(Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage®Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462.
TBP15001.4 FL18355-R4 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify 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 express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
NIIIIIIIIIICREEK TAMKO BUILDING
Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(V.1t): Max. 194 mph
Frederick, Joplin& Basic Wind Speed(Vag): Max. 150 mph
Tuscaloosa) Deck (HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Glass-Seal new construction, Min. 15/32 in. plywood existing
(Frederick, Joplin(Non- construction.
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): 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.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either'A Nail
Pattern"or"6 Nail Pattern"detailed below.
NAILS
Nailing 6-7/8
�� _.... _.......- ----------------------------
5-1/8"
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
Nailin __.... ........................ .................................... 6-71W
Area9 ---- ---- - -----------------------------.......__..
5-1l8"
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify 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 express nor imply warranty, installation. recommended use, or other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
HeritageO Basic Wind Speed (V,,,t): Max. 194 mph
(Dallas, Frederick, Joplin, Basic Wind Speed (Vasd): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Heritage@ Premium new construction, Min. 15/32 in. plywood existing
(Dallas, Frederick construction.
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements,
& Solidly sheathed min. 15/32 in. plywood or wood plank for
Heritage@ Woodgate new construction, Min. 7/16 in. OSB existing construction.
(Dallas&Frederick) Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-5/8 in, exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either'A Nail
Pattern"or"6 Nail Pattern"detailed below.
FASTENERS NAIL ZONE
COMMON
BOND
6-11811 1 7 EPOSURE 6-6/8"
1" 12-11211 12-31811 - - 12-112"-- �-i"
Figure 3. Heritage&, Heritage®Premium, and Heritage&Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
BOND
7— 0
6-1/8" EXPOSURE 5-518"
1
7-1/2"-+- 7-18'-+-7-1/Y'-►�4-7-1/2"-►� I -1"
Figure 4. Heritage&& Heritage&Premium
6 Nail Pattern
`BP15001.4 FL18355-R4 Paae 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify 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 express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEKTAMKO BUILDING PRODUCTS
TECHNICAL SERVICES, LLC Asphalt Shingles
NAIL ZONE/
ASTENERS COMMON BOND
T W- lw
6-1/$"
EXPOSURE 5 5/8,,
�7-1/2+7-1/2'b1-0-7-3/8'+7-l2+7-1/24� �-1"
Figure 5. Heritage®Woodgate
6 Nail Pattern
►li"1-ice 12-1/2"-- —+ . 12-112
-- '
0 Common Bond
FASTENERS
I
* d 1
c$?
'n NN117
L6 W t0
i j
'— - -- 39-3/8"- -- l
Figure 6. Heritage®, Heritage®Premium, & Heritage®Woodgate
Alternate 6 Nail Pattern
PAINT
LINE
7-718" --- ---------- — --------- NAIL ZONE
6-118" EDGE OF
COMMON
BOND
EXPOSURE
5-5/8"
ACCEPTABLE
'FASTENER LOCATION
DO NOT FASTEN
ALONG EDGE OF
------------------- ---------- COMMON BOND
PREFERRED
FASTENER
LOCATION
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above
TBP15001.4 FL18355-R4 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify 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 express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEKCREEKTAMKO BUILDING PRODUCTS
K Asphalt Shingles
L-A TECHNICAL SERVICES, LLC
Heritage®Premium Basic Wind Speed(V it): Max. 194 mph
(Frederick) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): 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.
Deck(Non-HVHZ): 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.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21,12. .
Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either'A Nail
Pattern"or"6 Nail Pattern" detailed below.
NAIL ZONE/
FASTENERS COMMON BOND
my--- ZK--/
51/211 EXPOSURE 5n
12" —► -11"--� �-1
Figure 8. Heritage®Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
,51/2" EXPOSURE 5"
i
9„--+3+91121 I4-1
Figure 9. Heritage®Premium (Frederick)
6 Nail Pattern
TBP15001 A FL18355-R4 Page 6 of 1'
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify 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 express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
GD TAMKO BUILDING PRODUCTS
jZ K Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Woodgate Basic Wind Speed(V,,,t): Max. 194 mph
(Frederick) Basic Wind Speed (Va,d): Max. 150 mph
Deck(Non-HVHZ): 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.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either'A Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS COMMON BOND
;qT
5-1/2' EXPOSURE T
12-3/8"-- 1r
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE!
COMMON BOND
* FASTENERS
1 FOS
5-1/2"
9-3/844 9-1/2"
Figure 11. Heritage®Woodgate (Frederick)
S Nail Pattern
TBP15001.4 FL18355-R4 Paoe 7 of
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify 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 express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
G RE E K TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Vintage® Basic Wind Speed (V,,,,): Max. 194 mph
(Phillipsburg) Basic Wind Speed (Vasd): Max. 150 mph
Deck(HVHZ): 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.
Deck(Non-HVHZ): 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.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation (HVHZ): Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
ao"
V t p—k rx posure
I Na .ss 2 Wtch
Fwteneis Pk it
- - - � — - - - one
17-1n"
s^
Ex pose re
9-1 A' 91N' 9-1!4—+�41m
1! 1
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
4W FOUR
/Hotdt
l�rs
trsr
Fla0e MN
rlrr
5"
Exposum
'4—
Figure 13. Herilfft�ag�e(g®Vintage®
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify 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 express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES. LLC.
Hip&Ridge Basic Wind Speed(Vat): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed (Vasd): Max. 150 mph
Deck(HVHZ): 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.
Deck(Non-HVHZ): 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.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements.
Installation: 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 of prevailing wind
Start 5-1/8" exposure
here-
.
I II
_ Start
Figure 1 here 5-1/8"exposure
Vis ivy
Vs
Fastener Fastener
�5-5✓8» _
-5-5is»
Figure 2 �1/4 Figure 3
fr
Figure 14. Hip & Ridge(Frederick&Joplin)
TBP15001.4 FL18355-R4 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify 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 express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage®Hip&Ridge Basic Wind Speed(V,,,t): Max. 194 mph
(Phillipsburg) Basic Wind Speed (Vasd): Max. 150 mph
Deck(HVHZ): 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.
Deck(Non-HVHZ): 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.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5 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 wind
here
Starrt 5" exposure
Start
Figure 1
-� here
5" exposure
" �'`Fastener Fastener
Figure 2 1/4" Figure 3
Figure 15. Vintage®Hip& Ridge (Phillipsburg)
`BP15001.4 FL18355-R4 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify 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 express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
GR C TAMKO BUILDING PRODUCTS
1 1 LE L Asphalt Shingles
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation:
�) 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 HVHZ.
4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 60-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) 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 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 61h Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
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CERTIFICATION OF INDEPENDENCE
CREEK Technical Services. LLC does not have, nor will it acquire,a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned,operated,or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. 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 acquire,a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
TBP15001.4 FL18355-R4 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify 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 express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.