HomeMy WebLinkAboutGenerator Room Reroofing Permit ApplicationALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: Permit Number:
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 24982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial XX Residential
PERMIT APPLICATION FOR: To Select from%giggwagiLa row at the end of line
PROPOSED IMPROVEMENT LOCATION .- lipratarR616,
Address: 5061 North A1A, Fort Pierce, FL
Legal Description: Sec/Town/Range: 14/34S/40E
Property Tax ID ff: 1414-601-0000-000-9 Lot No, J
Site Plan Name: Block No.
Project Name: BRYN MAWR Ocean Towers Condominium Association Inc
Setbacks Front._ Back: Right Side: Left Side:
DETAILED DESCRIPTION OF WORK:
Remove existing wood shake roof, renail wood deck with ring shank 8d nails, dry roof in with
Polystick TU Plus self -adhered underlayment install new copper edge metal, install 1 /2" pressure
treated wood shake roof system.
CONSTRUCTION INFORMATION:
Addifi na wor o e er orme under is permF —check a apply;
❑HVAC Gas Tank Elias
ias Piping _ Shutters ❑ Windows/Doors
❑Electric ❑Plumbing I..J Sprinklers Generator Roof 5/12 Roof pitch
Total 5q. Ft of Construction: 1,091 sf Ft. of First Floor:
Cost of Construction: $ 16,806.35 Utilities: Sewer OSeptic Building Height: 9--feet
OWN ER/LESSEE:
CONTRACTOR:
—nBryNiaw�a�owers on o.ASSOC,
Name _Inc.
Name: Christopher _A._Long __
Company:The Roof Authority, Inc.
Address: 5061 North Al
Address: $7TI Noah Old Dixie Hiqhwy
City: Fort Pierce State: FL
City: Fort Pierce State: FL
Zip Code: 34949 Fax: (772) 569-4300
Phone No. (772) 569-9853
Zip Code: 34946 Fax: (772) 468-2247
E-Mail: Juliet@elliottmerrill.com
Phone No. (772)_468-7870
_
Fill in fee simple Title Holder on next page ( if different
E-Mail: tra1993@gmail.com
State or County License: CC C056933
from the Owner listed above)
If value of constructlon is 52500 or more, a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN LAW' INFORMATLOIV;
DESIGNER/ENGINEER: Not Applicable
MORTGAGE COMPANY: Not Applicable
Name: _
_
Name!
Address:
Address:
City: State,
City: State:
Zip: Phone
zip:. Phone:
FEE SIMPLE TITLE HOLDER: _ Not Applicable
BONDING COMPANY: _Not Applicable
Name,
Name:
Address:
Address:
City:
City:
Zip: Phone:
Zip: Phone:
OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit,
grant
St, Luce Coun makes no representation that Is grantifng a permit will authorlxe the permit holder to build the subject structure
i In
which s caniTlct with any applicable Horne Owners 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 lenderoran attorney before
commencing work or recording our Notice of Commencement. 1
�
� rein•
"
Signature of Owner/ Lessee/Contractor as Agent for Owner
Signature of Con r r/Li rise Holder
STATE OF FLORIDA �{7
STATE OF FL 1.
1e
COUNTY OF '� t�lr'a_ t�s,�
COUNTY OF -t-
The for oing ins ume was acknowledged before me
The forpIng Instru ent was acknowledged before me
this day of 20�oby
this6dayof Aori1 _ 202Q by
it
Christopher A. Long
Name of person making statement
Name of perso aking statement
Personally Known OR Produced Identification
Personally Known XX OR Produced Identification
Type of Identification
Type of Identification
duced
Produced
r11
' r1
na re of Not
(Signature of Notary Public- State of Florida )
s*+" JULIE BARRETT
C .
Co Ssion No, _. hata: y Pub!iEl�lte of Florida
gTgfjothy W•Sutton
Commission No,AA
7n`Commission= GG 243242
Vku TMy
NOTARY PUBLIC
Cernm. Expires Sep 28, 2022
STATE OF FLORID
-
mm 8
FRONT
ZONING
REVIEWS
SUPERVISOR
PLANS VEGETATION E OiT'1$Na"WtO2
COUNTER
REVIEW
REVIEW
REVIEW REVIEW REVIEW REVIEW
DATE
RECEIVED
DATE
COMPLETED
Rev, 8/2/17
Drawing Report
Bryn -Mawr Ocean Tower - Multi System Template 2019
Section: Wood Roofing
Page: 1/2" Mediums FRT 2020 Generator Building.
........................
r. ri..... ,... \
4/15/2020 Page 1
6771 N. Old Dixie Highway Fort Pierce, FL 34946 Phone: (772) 468-7870 Fax: (772) 468-2247
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Forensic Engineering Consultants, ts, Inc.
Project Name
Project Address
Deck Substrate
Configuration
Category
Exposure Condition
Building Type
Base Wind Speed
Slope V
WOOL] SHAKE ATTACHMENT CALCULATIONS
Bryn Mawr Ocean Towers - Clubhouse
5061 North A-1-A
Ft. Pierce, FL - 34949
Wood Non -Insulated
Steep Slope
II
D
Enclosed
170 mph
Uplift Pressures q=
q= KZ
65.097 1.030
Field PI „n,
Perimeter P2 Wt.
Corner P3 Alt.
Proposed System
Product Approval No.
Wood Shake Dimensions
Fasteners
5.0 Slope H 12.0
0.00256 KZ Kn Kd V2
Report No.: ATRT-WS-20.001
Mean Roof Height
12.9 Feet
Roof Area (Approx.)
3366 Sq.Ft.
Roof Width
51.0 Feet
Perimeter Width
5.1 Feet
Parapet Height
0.0 Feet
Sloped Roof Type
Slope Angle° 22.62
P = q. (GCP - GCP1)
K.i Kd V GCP GCPi
1.005 0.85 170 -0.90 0.18 Field
-1.70 0.18 Perimeter
-2.60 0.18 Corner
-70.30 psf P1 nod -42.18 psf
-122.38 psf P2 aed -73.43 psf
-180.97 psf P3 aed-108.58 psf
Copper Ridge Shake & Shingle - Wood Shake (Hand Split Shakes)
17-0614.22
14" x 24" Panel Area 2.34 Sq,Ft,
Stainless Steel Ring Shank Nails (2 per Shake)
Field Perimeter/Corner
System Design Pressure psf psf
Min. Fasteners per Shake 2 2
Min. Characteristic Resistance Force-170.00 IV (From NOA)-170.00 Ibf (From NOA)
No. of Fasteners Required NF w (Wood Shake Area x PI) / MCRF
Fastener Requirement
RECOMMENDED WOOD SHAKE FASTENING
Field Perimeter Corner
0.58 1.01 1.49
Field 2 Stainless Steel Ring Shank Nails per Wood Shake
Perimeter 2 Stainless Steel Ring Shank Nails per Wood Shake
Corner 2 Stainless Steel Ring Shank Nails per Wood Shake
These calculations have been done in accordance with ASCE 7-10, based on the information provided by the
contractor. The roof system must be installed in accordance with the FBC & manufacturer's recommendations,
Ensure that roof system meets all the drainage, insulation and fire rating requirements of FBC, before installation,
Sincerely
Forensic Engineering Consultants, Inc.
1V ! L�2,+�,r
�'�.o
R. N. Sailappan, P.E. T
Principal Engineer
Florida Registration No. 46696
Forensic Engineering Consultants, Inc. (CA #8265), P.O. Box 970034, Boca Raton, FL - 33497 Ph (561) 9018490 Fax (561) 218 3830
The
Roof
Authority, Inc.
"Your Quality Leader"
State License # CC C056933
6771 Nortli Old Dixie Highway, Fort Pierce, FL 34946
(772) 468-7870 9 Pax (772) 468-2247
www. tlieroofati th on ty.com
REVISED PROPOSAL
Date: March 10, 2020
Submitted to: Elliott Merrill Job Name: Bryn -Mawr Ocean Tower
835 20111 St. 5061 North A I A
Vero Beach, FI. 32960 Ft. Pierce, Ft. 34949
772-569-9853
itil.ie(ei elliottmerrilLeol i
We are pleased to submit the following proposal for your consideration on the above referenced premises as follows.
We agree to provide all labor, permits, material, tools, equipment, and the proper insurance in excess of two million
dollars.
WORK SGOM., Sloped Roof Area
1. Remove existing wood shakes to the deck. Discard all debris legally off site.
2. Re -fasten the existing wood deck to meet today's building code,
3. Furnish and install one ply Polystick TU Plus Self -Adhered Underlayment directly to the plywood deck
4. Furnish and install 16 oz copper valley, cave, gable, roof to wall, one-piece counterflashing using stainless steel fasteners.
5. Furnish and install new 2.5 LB lead stack flashings on all plumbing vents.
6. Furnish and install tow (2) new 16 oz. copper "J" vents.
7. Furnish and install 1/2" Medium Pressure Treated Wood Shake roof system, including all standard accessories and trim,
for a complete watertight roof system.
8. Furnish The Roof Authority, Inc. Ten -Year Weathertightness Warranty.
QUOTATION for the sum or' Sixty -Three Thousand Five Hundred Thirty Dolhirs ($63,530.00) herein referred to �.
the base bid.
Alternate #1: Remove and replace the roofing on the Associations Generator Building with %" Medium Pressure Treated
Wood shake roof system; ADD $16,535.00 to the base bid.
Alternate # 2; Remove and replace the roofing on the Guard House with %Z" Medium Pressure Treated Wood Shake roof
system; ADD $5,778.00 to the base bid.
We encourage you to explore the differences between the proposals you receive and cordially Invite you to review your project and
proposal with us. We would appreciate the opportunity to meet with you, either at your location, or at our facility.
Page 2 of 3
EXCLUSIONS
The Roof Authority, Inc. ("TRA") specifically excludes the following, disclaims all liability for claims related to the same,
and notifies the owner that these items must be addressed by others and will be, at owner's expense:
■ Gutters & Downspouts.
■ Concrete, lightweight, steel, wood, or any other form of deck replacement, other than that specifically noted herein,
■ Provisions regarding wind mitigation requirements, if required,
■ Mechanical / Electrical / Plumbing/AC Stands & Satellite dishes.
■ Removal of more than one roof, or siding, unless specifically stated herein.
■ Tapered roof insulation and/or ponding water.
■ Damage to person or property caused by mold, mildew, fungi, spores, algae, microscopic organisms, hazardous
chemicals, biological agents or allergens.
■ if, the subject property is exposed to windstorms or hurricanes in excess of the designed wind speed, all warranties
provided by TRA, if any, shall be deemed null and void. In addition, if Buyer fails to strictly adhere to the payment
terms contained in the contract, the warranty shall also be deemed null and void,
■ Leaks or other damage caused by:
o Natural disasters including, without limitation, floods, lightning, hurricanes, tropical storms, hail,
windstorms, earthquakes, and/or tornadoes, provided that the damage is not solely the result of the failtu-e of
the roof system to meet the designed wind speed.
o Structural failures such as cracks in decks, driveways, walls, partitions, foundations, windows, stoppage of
roof drains or gutters, etc.
o Changes in original principal usage to which building is put unless approved in advance in writing,
o Erection or construction of any additional installation on or through the roofing felt after date of
completion.
o Roof or flashing repairs by others; painting or coating without approval,
o Acts of God, strikes, riots, war, civil disturbances, fire, vandalism or other damage beyond TRA's control,
o Dry rot, termites, rodents, or other pests.
o Penetration of the roofing from beneath by rising nails,
o Failure of Buyer to maintain the roof system and/or damage caused by foot traffic,
o Tapered roof insulation and/or ponding water.
o Latent manufacturing defects of any roofing or flashing materials that materially affect their performance,
Damage to the building or its contents, roof insulation, roof deck or other base over which roofing felt is applied.
ACTION
It is th.e Buyer's rus ons ib I I ity to notify TRA 1n writin ith n three (31 days of [lie occurrencc of nny_claim, defect, or deficluncy
arising out of work perfvrmed,services supplied, or materials provided by TkA under the coi tract "Occurrence'.' . Ira lrr e of f r
IluECo. !a ►iro111de- lorfffeu irnflce of the Occurretrce will result in Nee ByIler +vahrItng rill chohys do ea ►uor+ bed bre; Mghif etiyainst 7R11
because r+ or relntdu • fo the Occurrences lttcfurAu • cl dad arlsin f In beep equftip, centruel ivarrarri + ferr or feeleral. or .sfrrfe
strrlufor+ tlrrfrrre. Upon, receiving notice TRA will ins c et tltiC roof and if llte .cause nl' the leak is williin the eavcraga trs stated
above, the TRA will arrangee for repairs to be mado at no cosL to [lie Buyer, Otllar thrill such warranty(les) expressly referenced and
incnrporated herein; THERE ARE NO EXPRESS OR rMPLIED WARRriNTIES WUATSOEVER ,INCLUDING BUT NOT
LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A -PARTICULAR PURPOSE
PROVI'DI:'D BY TRA.
Page 3 of 3
UNIT PIKES
• Replacement of plywood decking (if needed) - $3.00 per square foot (Minimum '/2 sheet per location)
Additional layer of roof removal $ l .00 per sq, ft.
• Additional work (if needed), beyond the scope of our contract will be charged at material cost plus 25% and labor rate of
$95.00 per man-hour.
The work will be accomplished and guaranteed in accordance with TRA's Standard General Conditions and Limited Warranty,
which are made a part of this Proposal and Agreement and incorporated herein by reference, YOU11 SIGNATURE REI'OW
AC KNOWLED GCS REcEIP'r AND APPIIOV•Al, OF THESE DOCUMENTS.
All labor and material necessary to perform the above work will be furnished for the sum oFSlst-Thr'ec'rhousand Five Hundr•ecl
Thirty Dollars t$63,530,06(IF TAX EXEMPT, CERTIFICATE REQUIRED UPON EXECUTION OF THIS PROPOSAL AND
AGREEMENT), payable at TRA's office in Fort Pierce, Florida, in full, upon completion of the work. If the entire job is not
completed within any calendar month, progress payment for al I labor and/or materials on the job by the last day of each month are
due no later that the tenth (10111) day of the succeeding month until the time final payment, upon completion, is due,
TWUM -Five 25 Percent of the contract amount due 111). an aeee tnnNe r rthe otvrter
Fifty (50) Percent when ilte soul' has been torn off anti then dried In. Balance upon completion.
Additional 3"/0 lidded lr lillying by credit card. This is a carrfldendul agreernerrl. Please do trot duldicaie or share Infornradon confalned herein.
Prior to initiation of any action, the parties agree to participate, in good faith, in a minimum half -day mediation with a mediator
either chosen by agreement between the parties or as assigned by the American Arbitration Association. In the event the dispute
is not resolved by mediation, any claim or controversy arising out of or relating to this Agreement or breach thereof, or to any
action by an employee or agent of TKA, shall be settled by arbitration iu accordance with the Federal Arbitration Act and
Construction Industry Arbitration Rules of the American Arbitration Association. However, the arbitrator shall be required to
issue written findings of fact and conclusions of law. Moreover, the parties shall split the cost of keeping a written record of all
proceedings. The judgment of the Arbitrator may be entered in any court having jurisdiction thereof and shall be final and
binding on both parties, except for errors of law, which shall be appealable. The parties agree that all expenses of arbitration or
mediation will be shared equally or as awarded by the arbitrator. The successful party shall also be entitled to attorney fees and
all costs of litigation,
Due to the extreme price volatility regarding petroleum products, the price quoted in this proposal is valid only for
orders placed and paid within the next 30 days. if there is an increase in the price paid by The Roof Authority, Inc. for
asphalt, polyisocyanurate, steel or other materials, including transportation charges, the amount of this
proposal/contract shall be similarly increased to reflect the increased costs to obtain the materials.
BUYER HEREBY APPROVES AND ACCEPTS THIS PROPOSAL AND THE ROOF AUTHORITY, INC,
AGRFrMC,NT. TOGETHER WITH 'S STANDARD GENERAL
COND€TIONS A M TE. RANT
f
NAM
DATE; 3 2.S ZCJ r
BY;
Christopher A. Long, President
Florida License CC C056933
BBB,
MIMI®Du�117>r
� MiAMi-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175.2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) ►vw►+.tniamldade.eov/cconomv
Copper River Shake and Shingle LTD.
9550 28811 St.
Maple Ridge, B.C. V2W1L1
Canada
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code,
DESCRIPTION: Wood Shakes and Shingles
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 14-0107.05 and consists of pages 1 through 3.
The submitted documentation was reviewed by Freddy Semino 0
NOA No.: 18-0416.02
Expiration Date: 05/31/23
Approval Date: 05/31/18
Page 1 of 3
ROOFING ASSEMBLY APPROVAL
CH tegory:
Roofing
Sub -Category:
Wood Shingles and Shakes
Materials
Wood
Deck Tvtie;
Wood
SCOPE
This approves roofing system using wood shingles and shakes as manufactured by Copper River Shake and Shingle
LTD; and as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code,
high Velocity Hurricane Zone.
PRODUCT DESCRIPTION
Product
Dimensions
Test
S ecificn ions
Resawn Cedar Shakes
Widths
= 4" - 14"
TAS 110
Length
= 18 - 24"
Tapersawn Cedar Shakes
Widths = 4" - 14"
TAS 110
Length
= 18 - 24"
Wood Shingles
Widths
= 4" - 14"
TAS 110
Length =
16"- 24"
MANUFACTURING LOCATION
l . Maple Ridge, British Colombia
PI'otluct Descrintinn
No. 1 grade hand split resawn, fire retardant,
preservative treated or natural cedar shakes.
No. 1 grade, fire retardant, preservative treated
or natural cedar shakes.
No. 1 grade western red cedar, fire retardant,
preservative treated or natural cedar shingles.
EVIDENCE SUBMITTED
Test A.geric►•
Test Identifier
Test Naine/Report
Date
PRI Asphalt Technologies
BCSS-001-02-01
TAS-100
12/12/06
PRI Asphalt Technologies
BCSS-002-02-01
TAS-100
12/13/06
PRI Asphalt Technologies
BCSS-003-02-01
ASTM D-3462
05/02/07
(Nail Pull Through)
PRI Asphalt Technologies
CRSS-001-02-01
TAS-100
ASTM D-3462
04/09/18
(Nail Pull Through)
PRI Asphalt Technologies
CRSS-001-02-02
TAS-100
04/09/18
ASTM D-3462
(Nail Pull Through)
NOA No.: 18-0416.02
liffMAMMADE C2u Expiration Date: 05/31/23
Approval Date: 05/31/18
Page 2 of 3
LIMITATIONS
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
2. Shall not be installed on roof mean heights in excess of 33 ft.
3. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable Building Code
4. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 61 G20-3 of the Florida Administrative Code.
INSTALLATION
1. Copper River Shake and Shingle LTD. Wood Shakes and Shingles and its components shall be installed in
strict compliance with Roofing Application Standard 130.
Fastener Pull Through Resistance
Description
Maximum Pull Force lbs.
Resawn and Ta ersawn Wood Shake
170
Wood Shin le
132
LABELING
1. Shingle/Shake Bundles shall be labeled with the Miami -Dade Seal as seen below, or the wording "Miami -Dade
County Product Control Approved".
APPROVED
BUILDING PERMIT REQUIREMENTS
Application for building permit shall be accompanied by copies of the following:
1.1 This Notice of Acceptance.
1.2 Any other documents required by the Building Official or the applicable code in order to properly
evaluate the installation of this system.
END OF THIS ACCEPTANCE
NOA No.: 18-0416.02
MIAMI•DADECOUNTY Expiration Date: 05/31/23
Approval Date: 05/31/18
Page 3 of 3
M IAM I•f]iAC]>E:
"® M1AMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE NOA vvww.miamidadc, o►/cconom
Polyglass USA Inc.
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
docurentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Polyglass Polystick Underlayments
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8.
The submitted documentation was reviewed by Freddy Semino. in
NOA No.: 17-0614.22
AMAMCMWUT Expiration Date: 09/13/21
Approval Date: 07/06/17
Page I of 8
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub-cateeory: Underlayment
Material: SBS , APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Test Product
Product
Dimensions
Specification Description
Polystick IR-Xe
65' x 3'3-3/8"
ASTM D 1970 A fine granular/sand top surface self -adhering, APP
Manufacturing
Or 65' x 3'
polymer modified, fiberglass reinforced, bituminous
Location #1 & #2
60 mils thick
sheet material for use as an underlayment in sloped roof
assemblies. Designed as an ice & rain shield.
Polystick Dual Pro
61' x 3'3-3/8"
TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester
Manufacturing
60 mils thick
ASTM D 1970 reinforced waterproofing membrane. Designed as a
Location #2
metal roofing and roof tile underlayment.
Polystick Tile Pro
61' x 3'3-3/8"
TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester
Manufacturing
60 mils thick
ASTM D 1970 reinforced waterproofing membrane. Designed as a metal
Location #2
roofing and roof tile underlayment.
Polystick TU Max
65'8" x 3'3-3/8"
TAS 103 and A rubberized asphalt self -adhering, polyester reinforced
Manufacturing
60 mils thick
ASTM D 1970 waterproofing membrane. Designed as a a roof tile
Location #1 & #2
underlayment.
Polystick TU P
32'10" x 3'3-3/8"
TAS 103 and A rubberized asphalt waterproofing membrane, glass -
Manufacturing
130 mils thick
ASTM D 1970 fiber/polyester reinforced, with a granular surface
Location #2
designed for use as a tile roof underlayment.
Polystick TU Plus
65' x 3'3 3/s"
TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester
(Surface Printing)
80 mils thick
ASTM D 1970 reinforced waterproofing membrane. Designed as a metal
Manufacturing
roofing and roof tile underlayment.
Location #1 & #2
Polystick MTS
65'8" x 3'3 3/s"
TAS 103 A homogeneous, rubberized asphalt waterproofing
Manufacturing
60 mils thick
membrane, glass fiber reinforced with polyolefinic film
Location #2
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate tiles and shingle underlayment.
Polystick MTS Plus
65'8" x 3'3 3/8"
TAS 103 A homogeneous, rubberized asphalt waterproofing
Manufacturing
60 mils thick
membrane, glass fiber reinforced with polyolefinic film
Location #2
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate tiles and shingle underlayment.
Elastoflex S6 G
32'10" x 3'3 %"
TAS 103 and Polyester reinforced, SBS modified bitumen membrane
Manufacturing
ASTM D 6164 with a sanded back face and a granule top surface. For
Location #2
use in roof tile underlayment systems.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 2 of 8
MANUFACTURING PLANTS:
1. Hazelton, PA
2. Winter Haven, FL
EVIDENCE SUBMITTED
Test Aaenev
Test Identifier
Test Naine/Reportt
Date
Trinity ERD
P10870.09.08-R1
TAS 103
12/04/08
P10870.04.09
TAS 103/ASTM D4798 & G155
04/13/09
P33360.06.10
ASTM D1970
07/01/10
P33370.03.11
TAS 103
03/02/11
P33370.04.11
ASTM D 1623
04/26/11
P36900.09.11
TAS 103/ASTM D4798 & G155
09/01/11
P37300.10.11
TAS 110/ASTM D4798 & D1970
10/19/11
P40390.08.12-2
ASTM D 1623
08/07/12
P37590.07.13-1
ASTM D6164
07/02/13
P45270.05.14
TAS 103, TAS 110 & ASTM D1623
05/12/14
P46520.10.14
ASTM D1623
10/03/14
P44360.10.14
TAS 103 & TAS 110
10/07/14
P43290.10.14
ASTM D 1970 & TAS 110
10/17/14
PLYG-SC10130.06.16-3
TAS 103 & TAS 110
06/27/16
PLYG-10130.06.16-1
ASTM D1970 & TAS 110
06/27/16
PRI Asphalt Technologies
PUSA-035-02-01
TAS 103
09/29/06
PUSA-055-02-02
TAS 103
12/10/07
PUSA-089-02-01
TAS 103/ASTM D4798 & G155
07/06/09
Momentum Technologies, Inc.
JX20117A
TAS 103/ASTM D4798 & G155
04/01/08
RX14E8A
TAS 103/ASTM D4798 & G 15 5
11/09/09
DX23D8B
TAS 103/ASTM D4798 & G 15 5
02/18/10
DX23D8A
TAS 103/ASTM D4798 & G155
02/18/10
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city
and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved"
or the Miami -Dade County Product Control Seal as shown below.
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the
installation of this materials.
' NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1: Wood, non -insulated
Deck Description: Min. 19/32" plywood or wood plank
System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered
Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626.
Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
base sheet only)
Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick
TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered.
Surfacing: See General Limitations Below.
Deck Type 1: Wood, non -insulated
Deck Description: Min. 19/32" plywood or wood plank
System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered
Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626.
Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
base sheet only)
Membrane: Elastoflex S6 G, hot asphalt applied
Surfacing: See General Limitations Below.
Deck Type 1: Wood, non -insulated
Deck Description: Min. 19/32" plywood or wood plank
System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626.
Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for
base sheet only)
Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6"
vertical laps.
Membrane: Polystick TU Plus, self -adhered.
Surfacing: See General Limitations Below.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 4 of 8
INSTALLATION REQUIREMENTS:
1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and
sweep the deck thoroughly to re move any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall
be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the
roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code.
4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the
membrane from the center outward in both directions.
5. For ridge applications, center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention
to lap areas.
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance.
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be
applied over the underlayment.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be
used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry
slate roof assemblies.
Polystick TU P may be used in all the previous assemblies listed except metal roofing.
Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems.
Polystick TU Max may be used in non-structural metal roofing and roof tile systems.
Elastoflex S6 G may be used in roof tile systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck
shall be free of irregularities.
5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane
as a recover system.
6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the
amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times; not to exceed the preceeding maximum time limitations.
Ex osure Limitations(Days)
MTS
IR-Xe
Elastoflex
S6 G
TU
Plus
TU P
Tile Pro
Dual Pro
TU Max
MTS Plus
Winter Haven, FL
180
90
180
180
180
180
180
180
180
Hazelton, PA
N/A
90
N/A
180
N/A I
N/A
N/A
180
N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 5 of 8
Rule 61 G20-3 of the Florida Administrative Code.
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance.
Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive
set and mechanically fastened roof tile applications.
Polystick Dual Pro is limited to mechanically fastened roof tile applications.
Polystick NITS and Polystick NITS Plus are limited to mechanically fastened with the limitations outlined in
Section 9.
Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile
applications.
9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope
shall be as follows: (See Table Below)
Tile
Polystick
Elastoflex
Polystick TU Plus,
Polystick
Polystick
System (E3)
Profile
NITS
S6 G
TU P, Tile Pro,
TU Max
NITS Plus
NITS Plus with
Dual Pro
TU Plus
Flat Tile
Prohibited
4:12
6:12
6:12
5:12
6:12
without battens
Profiled
Prohibited
4:12
6:12
6:12
4:12
6:12
Tile
without battens
The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System
Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall
be utilized during loading and installation of tiles.
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure —two tiles
laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for
all underlayments except Polystick NITS which shall be loaded onto battens.
&&IS
POL` nCKTU PWs
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 6 of 8
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU
Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be
used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro,
Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS
Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance.
If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick
TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the
Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided
that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire
testing results.
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS.
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS.
Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are
cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable.
Please also refer to applicable Product Data Sheets of the corresponding products.
All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 V metal disk as
required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate
of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on
the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being
back -nailed. (Please refer to applicable local building codes prior to installation.)
3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact.
4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,
XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between
the application of the lap. The use of mastic between the laps does not apply to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile
Loading Guidelines. See General Limitations #9 and #10.
6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for
pitch/slopes of T712" or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/12", precautions should be
taken, such as the use of battens to prevent tile sliding during the loading process.
7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours.
8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed
roof to wall details.
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified
Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified
Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the
Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching
membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so
that water will run parallel to or over the top of all laps of the patch.
NOA No.: 17-0614.22
I+I1AMMADE COUNTY Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 7 of 8
10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a
minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for
rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling.
11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request. It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished
upon request by our Technical Services Department by calling 1 (800) 894-4563.
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by
the National Roofing Contractors Association (NRCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS.
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS.
END OF THIS ACCEPTANCE
NOA No.: 17-0614.22
IAIW I Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 8 of 8
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT
SAINT LUCIE COUNTY
FILE # 4 70105 7 44R2/2M 08:55:31 AM
OR BOOK 4411 PAGE 1831 - 1831 Doc Type: NC
AFTER RECORDING -RETURN TO: RECORDING: $10.00
PERMIT NUMBER: I ----- Ilni i, ,i"d 1,., i..mdiw, iulr.
NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713.
Florida statutes the following information is provided in the Notice of commencement.
1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER:
1414-601-0000-000-9
SUBDIVISION BLOCK TRAVT LOT BLDG UNIT
14/34S/40E North -XfAort Pierce, FL 349^
2. GENERAL DESCRIPTION OF IMPROVEMENT: Remove wood shingles, nail wood deck, install wood shingles.
3. OWNER INFORMATION: a. Name BRYN MAWR Ocean Towers Condominium Association Inc
b. Address 835 20th Street, Vero Beach, FL 32960 C. interest in property
d. Name and address of fee simple titleholder (if other than owner _
4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: The Roof Authority, Inc
6771 North Old Dixie Highway, Fort Pierce, FL 34946 772) 468-7870
5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER:
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13 (])(a) 7., Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER:
8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section
713.13 (1)(b), Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER:
9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is
specified) , 20
WAPJWNG TO OWNER,. ANY PAYMENTS NFAT)F.. BY TH.E OWNER AFTi3R THE, L}CPy iATIQN_OF THE NOTICE OF COMMENCWENT
ARE CONSfDFAED IMPROPER PAYMENTS UNDER 0JAPT'ER 7I3 PART' t MCTit7N 713.I7, FLOItIDn-STAT[I tT-- ,AND ( AN RI 5llt 1'
TN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY_ A NOTICE OF COMMFNCEMENTMUST BF: AF.C:ORDE AND
Signature of Owner or Print Name and Provide Signatory's Title/Office
Owner's Authorized Officer/Dfrector/Partner/Manager
State of Florida
County of 1 l Lt Il �\ \,/8- --
The f going hlstrnment was acknowledged before me this day of )C 1 20
13y S S as
�N t of person) +_ (Type of authr ty...e.g. Owner, officer, trustee, attorney in fact)
For Wi (t [c]f Yf3U� 5
(Name d party on behalf of whom instrument was executed) Personally Known or produced the following type of ID:
JJ
JULIE BARRETT
Notary pub;rc .State of Florida
l ' 'r Cemmissron= GG 243241
Printed Name of Notary Public Notary ) ky COMM. Exoires Sep 7R, 202J
( y ) (Si cure of Nota Public Ltie;d)
ce;! throui?h Yat10!'d' Notary Assn
Under penalties of perjury, i declare that T have re the foregoing and that the facts in it are true to the hest only no g n
belief (section 92.525, Florida Statutes).
Signature(s) q wner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager who signed above:
By:
Rev 09r30n007(Rccoi cling)