250 Beach Ave ROOF24-0005 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP:
WEED WENDY A 250 BEACH AVE ATLANTIC BEACH FL 32233-5214
COMPANY:ADDRESS:CITY:STATE:ZIP:
Covenant Roofing &
Construction 4590 CR 218 Middleburg FL 32068
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
170195 0000 ATLANTIC BEACH
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
250 BEACH AVE ROOF NON SHINGLE METAL ROOF - GARAGE $24680.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 BUILDING NOTICE OF COMMENCEMENT INFORMATIONAL
Notes:
No inspections may be scheduled until a copy a recorded Notice of Commencement has been submitted to the Building Department
2 BUILDING ROOF IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL
Notes:
a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. All roofing projects require an In-
Progress Inspection. Sheathing installation and replacement guidelines per APA. Underlayment must conform to FBC-R Table 905.1.1. Shingles must
conform to ASTM D3161 G or H, or ASTM D7158
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
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 JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 1/26/2024
PERMIT NUMBER
ROOF24-0005
ISSUED: 1/26/2024
EXPIRES: 7/24/2024
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $175.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $87.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.94
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.63
TOTAL: $269.07
2 of 2Issued Date: 1/26/2024
PERMIT NUMBER
ROOF24-0005
ISSUED: 1/26/2024
EXPIRES: 7/24/2024
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
Final Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
_____________________________________________________
Permit Type
____________________________________________________
Permit No.
__________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION
METAL ROOF - GARAGE
250 BEACH AVE
Covenant Roofing & Construction
ROOF24-0005
ROOF24-0005
1/2/24, 11:16 AM Florida Building Code Online
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtcpgfIynXQVdmda12NzCFr1sq15jH0A4e5x3D8Lu1dhA%3d%3d 1/3
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #FL33818-R4
Application Type Revision
Code Version 2023
Application Status Pending FBC Approval
Comments
Archived
Product Manufacturer Gulf Coast Supply & Manufacturing, LLC.
Address/Phone/Email 4020 S. W. 449th Street
Horseshoe Beach, FL 32648
(352) 498-0778 Ext 0565
jared.pearce@gulfcoastsupply.com
Authorized Signature Jared Pearce
jared.pearce@gulfcoastsupply.com
Technical Representative
Address/Phone/Email
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
the Evaluation Report
David Eng
Florida License PE-81377
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 12/31/2099
Validated By James R Wally, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL33818_R4_COI_26ga_5V_plywood_HVHZ.pdf
Referenced Standard and Year (of Standard)Standard Year
TAS 100 2023
TAS 125 2003
UL 1897 2015
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
ROOF24-0005
1/2/24, 11:16 AM Florida Building Code Online
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtcpgfIynXQVdmda12NzCFr1sq15jH0A4e5x3D8Lu1dhA%3d%3d 2/3
Product Approval Method Method 1 Option D
Date Submitted 12/11/2023
Date Validated 12/22/2023
Date Pending FBC Approval 01/01/2024
Summary of Products
FL #Model, Number or Name Description
33818.1 01: 26ga 5V on plywood 26ga (min) 5V Crimp on 15/32" (min) plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-156.5
Other: See evaluation report.
Installation Instructions
FL33818_R4_II_26ga_5V_plywood_HVHZ.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL33818_R4_AE_26ga_5V_plywood_HVHZ.pdf
Created by Independent Third Party: Yes
33818.2 02: 032 5V on plywood Nominally 0.032" or thicker 5V Crimp on 15/32" (min)
plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-108.5
Other: See evaluation report.
Installation Instructions
FL33818_R4_II_032_5V_plywood_nonHVHZ.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL33818_R4_AE_032_5V_plywood_nonHVHZ.pdf
Created by Independent Third Party: Yes
33818.3 03: 26ga 5V on 1x4's on plywood 26ga (min) 5V Crimp on 1x4's on 15/32" (min) plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-75
Other: See evaluation report.
Installation Instructions
FL33818_R4_II_26ga_5V_1x4_plywood_nonHVHZ.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL33818_R4_AE_26ga_5V_1x4_plywood_nonHVHZ.pdf
Created by Independent Third Party: Yes
33818.4 04: 26ga GulRib on plywood 26ga (min) GulfRib on 15/32" (min) plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-159.25
Other: See evaluation report.
Installation Instructions
FL33818_R4_II_26ga_GulfRib_plywood_HVHZ.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL33818_R4_AE_26ga_GulfRib_plywood_HVHZ.pdf
Created by Independent Third Party: Yes
33818.5 05: 29ga GulfRib on plywood 29ga (min) GulfRib on 15/32" (min) plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-101
Other: See evaluation report.
Installation Instructions
FL33818_R4_II_29ga_GulfRib_plywood_nonHVHZ.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL33818_R4_AE_29ga_GulfRib_plywood_nonHVHZ.pdf
Created by Independent Third Party: Yes
33818.6 06: 26ga GulfRib on 1x4's on
plywood
26ga (min) GulfRib on 1x4's on 15/32" (min) plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-164.25
Other: See evaluation report.
Installation Instructions
FL33818_R4_II_26ga_GulfRib_1x4s_plywood_HVHZ.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL33818_R4_AE_26ga_GulfRib_1x4s_plywood_HVHZ.pdf
Created by Independent Third Party: Yes
33818.7 07: 29ga GulfRib on 1x4's on
plywood
29ga (min) GulfRib on 1x4's on 15/32" (min) plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Installation Instructions
FL33818_R4_II_29ga_GulfRib_1x4s_plywood_nonHVHZ.pdf
Verified By: David Eng, PE 81377
METAL ROOFING PRODUCTSMETAL ROOFING PRODUCTSMETAL ROOFING PRODUCTSMETAL ROOFING PRODUCTS
1.888.393.03351.888.393.03351.888.393.03351.888.393.0335
wwwwwwwwwwww....GGGGuuuullllffffCCCCooooaaaassssttttSSSSuuuuppppppppllllyyyy....ccccoooommmm
FL33818.04-R4 HVHZ
26ga (min) GulfRibGulfRibGulfRibGulfRibTMTMTMTM
over 15/32” (min) plywood
Gulf Coast Supply & ManufacturingGulf Coast Supply & ManufacturingGulf Coast Supply & ManufacturingGulf Coast Supply & Manufacturing 14229 SW 2nd Pl G30, Newberry FL 32669
Product DescriptionProduct DescriptionProduct DescriptionProduct Description:::: Rib/Ag exposed fastener panel with nominal 36” max coverage and nominal
rib height of ¾”.
Product MaterialProduct MaterialProduct MaterialProduct Material:::: 26ga (min) steel Corrosion resistant per FBC 1507.4.3 where required
FastenerFastenerFastenerFastener:::: #9 x 1.5-inch fastener with sealing washer Compliant with FBC 1506.6 where required.
Substrate/DeckSubstrate/DeckSubstrate/DeckSubstrate/Deck:::: 15/32” (min) plywood or ¾” (min) SYP wood plank.
Maximum Allowable Loads & Installation Maximum Allowable Loads & Installation Maximum Allowable Loads & Installation Maximum Allowable Loads & Installation Requirements:Requirements:Requirements:Requirements:
MethodMethodMethodMethod Fastener PatternFastener PatternFastener PatternFastener Pattern Fastener SpacingFastener SpacingFastener SpacingFastener Spacing Allowable PressureAllowable PressureAllowable PressureAllowable Pressure
Method A #9 fastener in 9”-9” pattern (1 per rib) 24” o.c ----71.771.771.771.75555 PSFPSFPSFPSF
Method B #9 fastener in 6.5”-2.5” pattern (2 per
rib)
12” o.c. ----151515159.259.259.259.25 PSFPSFPSFPSF
A factor of safety of 2 has been applied.
Evaluated by: Evaluated by: Evaluated by: Evaluated by:
David Eng, PE
Timberlake Cove, LLC
1317 Edgewater Dr, Ste 2339
Orlando FL
FL PE 81377 | FL CA 33344
www.TimberLakeCove.com
This item has been digitally signed and sealed by D.E. Eng, PE, on the date indicated.
Printed copies of this document are not considered signed and sealed and the
signature must be verified on any electronic copies
Digitally signed by
David E Eng
Date: 2023.12.11
10:26:17-05'00'
Page Page Page Page 2222 www.GulfCoastSupply.comwww.GulfCoastSupply.comwww.GulfCoastSupply.comwww.GulfCoastSupply.com
GulfRibGulfRibGulfRibGulfRibTMTMTMTM FL33818.04-R4 HVHZ
Underlayment:Underlayment:Underlayment:Underlayment: Comply with local building code or FBC 1507.1.1/1518.2 where required.
Slope:Slope:Slope:Slope: Comply with local building code or FBC 1507.4.2/FBC 1515.2 where required.
ReReReRe----RoofingRoofingRoofingRoofing: This panel may be installed over a single layer of existing shingles as permitted by local building code or FBC
1511/1521, provided the existing roof meets the conditions required by the applicable code.
Fire Barrier:Fire Barrier:Fire Barrier:Fire Barrier: Comply with FBC 1516.1 and 1516.2 where required.
Technical Documentation: Technical Documentation: Technical Documentation: Technical Documentation: This product has been tested to the TAS 125 / UL 580 standard by Force Engineering (TST-
5328), report 117-0062T-07 A-C and to TAS 100 by Farabaugh Engineering and Testing (TST-1654) under report T126-07A.
Compliance Statement: Compliance Statement: Compliance Statement: Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2023,
1504.3.2 (nonnonnonnon----HVHZHVHZHVHZHVHZ) and 1518.9.1/1523.6.5.2.4 (HVHZHVHZHVHZHVHZ), as required by FL Rule 61G20-3, method 1D.
This product as described has been tested and demonstrated compliance with:
• UL580 – Test for Uplift Resistance of Roof Assemblies
• UL 1897 – Uplift test for roof covering systems
• TAS 125 – Standard Requirements for Metal Roofing Systems
• TAS 100 - Wind and Wind-Driven Rain
Design Process:Design Process:Design Process:Design Process: Compare the maximum allowable loads on page 1 to the ASD uplift pressures for the project to
determine sufficiency and installation requirements.
Alternatively, as an option, the load tables in this report provides one prescriptive option for the fastening requirement
for the applicable wind loads for roofs within the parameters described.
For roofs outside of the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or
other design code in force, using allowable stress. These load tables are based on ASCE 7-22. Use of these tables assumes
that the structure is: Enclosed and conforms to wind-borne debris provisions and is a regular shaped building and is not
subject to across-wind loading, vortex shedding, or instability; nor does it have a site location for which channeling or
buffeting warrant consideration
Engineering analysis may be completed by other licensed engineers for project specific approval by local authorities
having jurisdiction.
Certification of Certification of Certification of Certification of Independence:Independence:Independence:Independence: David Eng, PE and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any company manufacturing
or distributing products under this evaluation. The same entities do not have, nor will acquire, a financial interest in any other entity involved in the
approval process of the product.
Exclusions and Limitations:Exclusions and Limitations:Exclusions and Limitations:Exclusions and Limitations: Design of deck and roof structure (to include attachment of plywood or wood plank) shall be completed by others. Fire
classification and shear diaphragm design are outside the scope of this evaluation. Accelerated weathering/salt spray is outside the scope of this
evaluation.
This report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as required by Rule 61G20-3. Neither Timberlake Cove nor
the manufacturer shall be responsible for any conclusions, interpretations, or designs made by others based on this evaluation report. This report is
limited solely to documenting compliance with Rule 61G20-3, and makes no express or implied warranty regarding performance of this product.
Installation shall be subject to the local building code and authority having jurisdiction; this report shall not be construed to supersede local codes in
force.
Page Page Page Page 3333 www.GulfCoastSupply.comwww.GulfCoastSupply.comwww.GulfCoastSupply.comwww.GulfCoastSupply.com
GulfRibGulfRibGulfRibGulfRibTMTMTMTM FL33818.04-R4 HVHZ
Use of Load Tables:Use of Load Tables:Use of Load Tables:Use of Load Tables: These load tables are provided as a courtesy to
provide one possible prescriptive option for a generic, typical
structure without calculating the design pressures.
For structures outside the parameters of these load tables (e.g.
height above 30 feet), calculate the required allowable design
pressure and compare to the maximum allowable loads shown on
page 2. These load tables shall not be construed to in any way limit
the installation of this product to the cases shown.
Instructions:Instructions:Instructions:Instructions: Select the appropriate load table that applies to the
structure in question.
Determine the design wind speed for the project location.
Use the attachment method indicated for that windspeed within
each roof zone.
Use this load table for structures which meet the following criteria:Use this load table for structures which meet the following criteria:
Are located in Exposure B area Are located in B, C, or D exposure area
Have either a flat roof, or gable/hip roof with max slope of 12:12 Have either a flat roof, or gable/hip roof with max slope of 12:12
Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less
Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 200
Zone 1:A A A A A A A A A B B Zone 1:A A A A A B B B B B B
Zone 2:A A A A A A A B B B B Zone 2:A A A B B B B B B B NR
Zone 3:A A A A A B B B B B B Zone 3:A A B B B B B NR NR NR NR
Use this load table for structures which meet the following criteria:Use this load table for structures which meet the following criteria:
Are located in Exposure B area Are located in B, C, or D exposure area
Have either a flat roof less than 7°, hip roof with Have either a flat roof less than 7°, hip roof with
max slope of 12:12, or gable roof with slope between 4.4:12 & 12:12 max slope of 12:12, or gable roof with slope between 4.4:12 & 12:12
Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less
Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 200
Zone 1:A A A A A A A A A A B Zone 1:A A A A A A B B B B B
Zone 2:A A A A A A A A B B B Zone 2:A A A A B B B B B B NR
Zone 3:A A A A A A B B B B B Zone 3:A A B B B B B B NR NR NR
FL33818.04: 26ga GulfRib on 15/32" plywood FL33818.04: 26ga GulfRib on 15/32" plywood
FL33818.04: 26ga GulfRib on 15/32" plywood FL33818.04: 26ga GulfRib on 15/32" plywood
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #FL17401-R7
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer Mid-States Asphalt & Cant Strip, Inc.
Address/Phone/Email 1637 51st Ave
Tuscaloosa, AL 35401
(205) 394-3078
moises@msaroof.com
Authorized Signature Moises Rached
moises@msaroof.com
Technical Representative Moises Rached
Address/Phone/Email 1637 51st Ave
Tuscaloosa, AL 35401
(205) 469-2101
moises@msaroof.com
Quality Assurance Representative Moises Rached
Address/Phone/Email 1637 51st Ave
Tuscaloosa, AL 35401
(205) 469-2101
moises@msaroof.com
Midstates High Temp
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
Evaluation Report
Zachary R. Priest
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 12/31/2024
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL17401_R7_COI_MSA17001.4 2020 FBC Eval QUIK-Stick final.pdf
Referenced Standard and Year (of Standard)Standard Year
ASTM D 1970 2015
TAS 103 2020
TAS 110 2000
UL 1897 2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/14/2021
Date Validated 12/14/2021
Date Pending FBC Approval 12/17/2021
Date Approved 02/08/2022
Summary of Products
FL #Model, Number or Name Description
17401.1 QUIK-Stick Ice & Water Granular, QUIK-
Stick Ice & Water Sand, QUIK-Stick HT
Smooth, QUIK-Stick HT Pro, QUIK-Stick
FS
Self-Adhered Underlayments
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +0/-52.5
Other: Refer to Evaluation Report for Limitations of Use. Wind uplift
applicable to QUIK-Stick HT only.
Installation Instructions
FL17401_R7_II_MSA17001.4 2020 FBC Eval QUIK-Stick final.pdf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL17401_R7_AE_MSA17001.4 2020 FBC Eval QUIK-Stick final.pdf
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please click here .
Product Approval Accepts:
CREEK
Technical Services, LLC
MSA17001.4 FL17401-R7 Page 1 of 4 Page 1 of 4
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.
Registry No. 29824
17520 Edinburgh Drive
Tampa, FL 33647
(813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, 7TH EDITION (2020)
Manufacturer: MID-STATES ASPHALT AND CANT STRIP, INC. Issued December 13, 2021
1637 51st Street
Tuscaloosa, AL 35401
(800) 489-2391
www.msaroof.com
Manufacturing Location: Tuscaloosa, AL
Quality Assurance: UL LLC (QUA9625)
SCOPE
Category: Roofing
Subcategory: Underlayments
Code Sections: 1504.3.1, 1507.1.1
Properties: Physical properties
REFERENCES
Entity Report No. Standard Year
PRI Construction Materials Technologies (TST5878) BWR-514-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies (TST5878) BWR-522-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies (TST5878) BWR-534-02-01 ASTM D 1970
ASTM D 4798
2015a
2011(2016)
PRI Construction Materials Technologies (TST5878) BWR-543-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies (TST5878) WRMI-011-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies (TST5878) MSA-004-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies (TST6049) MSA-007-02-01 UL 1897 2012
PRI Construction Materials Technologies (TST6049) MSA-026-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies (TST6049) MSA-047-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies (TST6049) MSA-048-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies (TST6049) MSA-054-02-01.1 TAS 103
TAS 110
2020
2000
PRI Construction Materials Technologies (TST6049) MSA-056-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies (TST6049) MSA-057-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies (TST6049) MSA-060-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies (TST6049) MSA-060-02-02 TAS 110 2000
PRI Construction Materials Technologies (TST6049) MSA-062-02-01 ASTM D 1623 2017
PRI Construction Materials Technologies (TST6049) 1085T0002 TAS 110 2000
PRI Construction Materials Technologies (TST6049) 1085T0007 ASTM D 1623 2017
PRI Construction Materials Technologies (TST6049) 1085T0011 ASTM D 1623
TAS 103
2017
2020
PRI Construction Materials Technologies (TST6049) 1085T0015 ASTM D 1623
TAS 103
2017
2020
PRI Construction Materials Technologies (TST6049) 1085T0019 ASTM D 1970
TAS 110
2015a
2000
A CREEK
Technical Services, LLC
MSA17001.4 FL17401-R7 Page 2 of 4 Page 2 of 4
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.
MID-STATES ASPHALT AND CANT STRIP, INC
Self-Adhering Underlayments
PRODUCT DESCRIPTION AND LIMITS OF USE
QUIK-Stick Ice & Water
Granular
QUIK-Stick Ice & Water Granular is an ASTM D 1970 self-adhesive underlayment
constructed from SBS modified asphalt, a fiberglass mat reinforcement and surfaced
with granules. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x
66.8-ft and has a nominal thickness of 50 mils.
QUIK-Stick Ice & Water Granular is permitted to be used as prescribed in FBC Section
1507.1.1 and Table 1507.1.1.1 for mechanically attached roofing coverings. Exposure
on the roof deck shall be limited to a maximum 30 days.
QUIK-Stick Ice & Water
Sand
QUIK-Stick Ice & Water Sand is an ASTM D 1970 self-adhesive underlayment
constructed from SBS modified asphalt with a fiberglass mat reinforcement and surfaced
with sand. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft
and has a nominal thickness of 50 mils.
QUIK-Stick Ice & Water Sand is permitted to be used as prescribed in FBC Section
1507.1.1 and Table 1507.1.1.1 for mechanically attached roofing coverings. Exposure
on the roof deck shall be limited to a maximum 30 days.
QUIK-Stick HT Smooth
QUIK-Stick HT Smooth is an ASTM D 1970, TAS 103, and FRSA/TRI Florida High Wind
Concrete and Clay Tile Installation Manual, Sixth Edition compliant self-adhesive
underlayment constructed from SBS modified asphalt with a fiberglass mat
reinforcement and woven poly-fabric surface. The product is supplied in 2-sq. rolls with
nominal dimensions of 3-ft x 66.8-ft or 3-ft 3-in x 61-ft and has a nominal thickness of 60
mils.
QUIK-Stick HT Smooth (Woven Facer) is to be used as prescribed in FBC Section
1507.1.1 and Table 1507.1.1.1. QUIK-Stick HT is permitted to be used with
mechanically attached or adhered clay or concrete tile roofing using either ICP
Adhesives Polyset AH-160, DAP Touch ’n Seal® Storm Bond Roof Tile Adhesive or
DuPont™ TILE BOND™ Roof Tile Adhesive. Exposure on the roof deck shall be limited
to a maximum 180 days.
The maximum roof slope shall be 6:12 when used with clay or concrete tile installations
without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles
shall not be stacked greater 10 tiles per stack.
QUIK-Stick HT Pro
QUIK-Stick HT Pro is an ASTM D 1970 self-adhesive underlayment constructed from
SBS modified asphalt with a fiberglass mat reinforcement and poly-fabric surface. The
product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a
nominal thickness of 60 mils.
QUIK-Stick HT Pro is permitted to be used as prescribed in FBC Section 1507.1.1 and
Table 1507.1.1.1 for mechanically attached roofing coverings. Exposure on the roof
deck shall be limited to a maximum 120 days.
QUIK-Stick FS
QUIK-Stick FS is an ASTM D 1970 self-adhesive underlayment constructed from SBS
modified asphalt with a fiberglass mat reinforcement and textured film surface. The
product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a
nominal thickness of 45 mils.
QUIK-Stick FS is permitted to be used as prescribed in FBC Section 1507.1.1 and Table
1507.1.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall
be limited to a maximum 30 days.
A CREEK
Technical Services, LLC
MSA17001.4 FL17401-R7 Page 3 of 4 Page 3 of 4
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.
MID-STATES ASPHALT AND CANT STRIP, INC
Self-Adhering Underlayments
PRODUCT APPLICATION
Min. Roof Slope: 2:12 or in accordance in with the FBC
Application: All underlayments shall be installed in accordance with the FBC.
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. Prior to beginning installation, the underlayment shall be unrolled and
allowed to relax for a minimum of 3-5 minutes.
The underlayment shall be installed with the release backer removed and pressed firmly
into place to ensure complete contact with the deck. The underlayment shall be installed
with the roll length parallel to the eave, starting at the eave, and with minimum 3” side
laps and minimum 6” end laps staggered min. 6-ft.from preceding course.
It is permissible to back nail the underlayment 12-inches on-center as needed (nails shall
be installed perpendicular to deck with the nail heads flush to the top surface of the
underlayment).
Min. Application
Temperature:
40°F; Contact the manufacturer when installing at temperatures below the minimum
application temperature.
WIND RESISTANCE
The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9.
Underlayment System No.1 – QUIK-Stick HT Smooth only
Roof Deck: Min. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24” o.c.
Underlayment: QUIK-Stick HT Smooth shall be fully adhered to the optionally primed plywood deck.
Maximum Design
Pressure:
-52.5 psf
A CREEK
Technical Services, LLC
MSA17001.4 FL17401-R7 Page 4 of 4 Page 4 of 4
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.
MID-STATES ASPHALT AND CANT STRIP, INC
Self-Adhering Underlayments
GENERAL LIMITATIONS
1) This evaluation report is not for use in the HVHZ.
2) Fire Classification is not within the scope of this evaluation.
3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer’s published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction.
5) The space under the deck area shall be properly ventilated in accordance with the FBC requirements.
6) All side lap seams shall be installed to shed water from the deck.
7) The underlayment may be used as described in other current FBC product approval documents.
8) Design wind load pressures shall be determined for components and cladding in accordance with FBC
1609.
9) The roof deck shall be designed by others in accordance with FBC requirements to resist the design wind
load pressures for components and cladding.
10) Maximum Design Pressures for a given underlayment shall meet or exceed the design wind loads
determined for the roof assembly.
11) 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, 7th Edition (2020) as evidenced in the referenced documents submitted by the named manufacturer.
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
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
This item has been
digitally signed and
sealed by Zachary R.
Priest, PE, on 12/13/2021.
Printed copies of this
document are not
considered signed and
sealed and the signature
must be verified on any
electronic copies.
2021.12.13
15:08:50
-05'00'