RF-07-22-1907Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
125 NE 107TH ST, Miami Shores, FL 33161
Contacts
Issue Date: 08/05/2022
Parcel Number
1121360070270
Permit NO.: RF-07-22-1907
Permit Type: Roof
Work Classification: Tile
Permit Status: Approved
Expiration: 02/06/2023
_j
WALTER SANMARTIN Owner
125 NE 107 ST, MIAMI SHORES, FL 33138
Mobile: 7862391221 sanmartin.walter@gmail.com
R & MRS SHINGLES & TILE ROOFING Contractor
C
[BENITOPAUL
000 N Hiatus RD, Pembroke Pines, FL 33026
sanmartin.walter@gmail.com
Description: RE -ROOF TILE Valuation: $ 25,000.00
Total Sq Feet: 1,700.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$15.00
DSPR Fee
$4.13
DCA Fee
$2.75
Education Surcharge
$7.50
Roofing Fee
$225.00
Scanning Fee (Manual)
$9.00
Technology Fee
$27.50
Total:
$340.88
Ins ection Requests:
Q5-762-4949
Payments Date Paid Amt Paid
Total Fees $340.88
Credit Card 08/05/2022 $290.88
Credit Card 07/28/2022 $50.00
Amount Due: $0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated.
CS�
Authorized Signature: Owner / Applicant / Contractor I Agent Date
August 05, 2022
Page 2 of 2
Miami Shores Village
EN70HED
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: 1305) 762-4949
JUL L 3 2022
BY: Q''4
FBC 2020-�'w`
BUILDING Master Permit ND. jRF-O-7' 2,--"- I%d_7
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ® ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL
F-IPLUMBING MECHANICAL ❑PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOBADDRESS: IZS UC %Oi -tti St.
City:
Miami Shores County:
Miami Dade Zip:
3 3 16 (
Folio/Parcel#: L
L -'L11 3 (1 —00 oZ.Z C)
Is the Building Historically Designated: Yes
NO 72
Occupancy Type:
Load: Construction Type:
Flood Zone: BFE:
FFE:
OWNER: Name (Fee Simple Titleholder): V-)cLkA'O ' So✓er+to-� Phone#: 7B6'7-3q'Z-Z f
Address: 115 Mt 10) -4-t' 0-•
City: w:.s.-.r-� 5L0ry__' State: Zip: 3316/
Tenant/Lessee Name: Phone#:
Email: SahVnC+r'�u•wc�.l,'�v-'�_Fiwc..��'c.ob..-
CONTRACTOR: Company Name: M ( S ! -t''e Phone#: I SLI - Q Z z' q �w
Address: 00 0 N
City: "RC— to Co k
Qualifier Name: Dc
qe-s
c-I
State Certification or Registration #: Cis 4 l 33zLi I(e Certificate of Competency #:
DESIGNER: Architect/Engineer:
oZr�
nsU'BzZ- t-15-70
Address: City: State: Zip:
Value of Work for this Permit: $ S Square/Linear Footage of Work: i 1 S9 s
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ElDemolition
Description of Work: et, - Koo-% - k 0 k fl
Specify color of color thru the:.
Submittal Fee $ Permit Fee $
Scanning Fee $
Technology Fee
RadonFee$ ;k.145,
Training/Education Fee $
CCF
DBPR $ `- /3
CO/CC $
Notary $
/&
�r--
Double Fee $ _---�
Structural Reviews
(Revised02/24/2014)
Bond $ `'
TOTAL FEE NOW DUE $�'�r
Bonding Company's Name (if applicable)
Bonding Company's Address
City
Mortgig� Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. /n the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
OWNER or AGENT
The foregoing instrument was acknowledged before me this
26 day of 20 22 . by
IJUO/�Prwho is personally known to
me or who has produced Q V v . , U �e _ as
identification and who did take an
NOTARY PUBLIC:
Print:
`sa MES: July 28, 2024
Seal:
Signature 4—
CONTRACTOR
The foregoing instrument was acknowledged before me this
2 day of l 20 2 Z . by
A�/1(/ who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY
MY COMMISSION # NH24950
Print: yn ----"
Seal: C 1 ✓1 Y / v {�
sssss+•+*******+**.+++++++++++++++,�++*+*++**++sssssss«sssssss«ss«««ss«««««+«++s++++++++««««++«+««++++«++++«
�1`
a
APPROVED BY COP,
Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Property Search Application - Miami -Dade County Page 1 of 1
i OFFICE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-2136-007-0270
Property Address:
125 NE 107 ST
Miami Shores, FL 33161-7031
Owner
WALTER L SANMARTIN SR
Mailing Address
125 NE 107 ST
MIAMI SHORES, FL 33161 USA
PA Primary Zone
1000 SGL FAMILY - 2101-2300 SO
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds I Baths I Half
2/1/0
Floors
1
Living Units
1
Actual Area
1,468 Sq.Ft
Living Area
1,124 Sq.Ft
Adjusted Area
1,285 Sq. Ft
Lot Size
9,225 Sq, Ft
Year Built
(1942
Assessment Information
Year
2022
2021
2020
Land Value
$322,596
$265,122
$230,638
Building Value
$118,734
$89.436
$89,436
XF Value
$2,012
$2,039
$2,066
Market Value
3443,342,
$392,2561
$356,597
3356,597
$322,140
Assessed Value
$322,140
Benefits Information
Benefit
Type
2022
2021
2020
Non -Homestead Cap
Assessment Reduction
$51,086
Homestead
Exemption
$25,000
Second Homestead
Exemption
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
[Short Legal Description
MIAMI SHORES EXT NO 3
42-33
r 11 BILK 209
r SIZE 75.000 X 123
12541-1015 0585 5
Generated On: 7/28/2022
Taxable Value Information
2022
20211
2020
County
Exemption Value
$0
$0
$50,000
Taxable Value
1 $392,2561
$356,5971
$272,140
School Board
Exemption Value
$0
$0
$25,000
Taxable Value
$443,342
$356,597
$297,140
City
Exemption Value
$0
$0
$50,000
Taxable Value
1 $392,2561
$356,5971
$272,140
Regional
Exemption Value
1 $0
$0
$50,000
Taxable Value
$392,256
$356,597
$272,140
Sales Information
Previous
OR Book-
Price
Qualification Description
Sale
Page
Corrective, tax or QCD; min
10/30/2020
$100
32246-2866
consideration
12/14/2018
$332,000
31343-2315
Qual by exam of deed
Corrective, tax or QCD; min
06/22/2013
$100
28771-4380
consideration
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http:/Av .miamidade.gov/info/disclaimer.asp
Version:
https://www.mianudade.gov/Apps/PA/propertysearch/ 7/28/2022
Miami Shores Village - BUILDING DEPARTMENT
10050 NE 2 Ave Miami Shores, FL 331381VTE1RED
305-795-2204 www.msvfLaov JUL 2 8 2022
OWNERS'S AFFIDAVIT OF EXEMPTION JBY'�---
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR
EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION
553.844 F.S.
To: Miami Shores Village Building Department Date: 07 -7-B . z2
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name:
Property Address: 0,S 13 t= fo �1 h vim• 5�- ��,
Roofing Permit Number:
Dear Building Official:
I Wcc,\>w Ct>A_ — certify that I am not required to retrofit the roof
to wall connections of my building because:
tThe just valuation for the structure for purpose of ad valorem taxation is less than
$300,000.00. Please attach proof of ad valorem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code
(FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC)
Signature Print Name r—t n
State of Florida, Miami Dade County
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the
above property mentioned. Sworn to and subscribed before me this day of
Notary Public, State of Florida at Large (J - um,) v, e-waz -/a"
• When the just valuation of the structure for purpose of ad valorem taxation is equal to
or more than $300,000.00, and the building was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General ConraQ9jofor the
`\\ dip m
Roof to Wall connection Hurricane Mitigation. ,�..•••..a,.
. Comm. nH
:HH222410
Expires: Jan. 31, 2026
"tab.�c NotaryPublic-Slate of Florida
For Forms and Applications click here: y"1111111%"
http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia
mi5horesVillage
Rev01 142021 Owner affidavit of exemption Page-. 1 of 1
1-
Miami Shores Village - BUILDING DEPARTMENT
10050 NE 2 Ave Miami Shores, FL An rERED
305-795-2204 www.msvfl.ciov JUL 2 8 2022
SECTION R4402.13 BY'
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS
NOTIFICATION FOR ROOFING CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to
provide the owner with the required roofing permit, and to explain to the owner the content
of the section. The provisions of Section R4402 govern the minimum requirements and
standards of the industry for roofing system installations. Additionally, the following items
should be addressed as part of the agreement between the owner ant the contractor. The
owner's initial in the designated space indicates that the item has been explained.
1. W Aesthetics -Workmanship: the workmanship provisions of Section R4402 are
for the purpose of providing that the roof system meets the wind resistance and water
instruction performance standards. Aesthetics (appearance) are not a consideration with
respect to workmanship provisions. Aesthetic issues such as color or architectural
appearance, that are not part of a zoning code, should be addressed as part of the
agreement between the owner and the contractor.
2. '
Renailing wood decks: When replacing roofing, the existing wood roof deck
may have to be renailed in accordance with the current provisions of Section R4403. (The
roof deck is usually concealed prior to removing the existing roof system).
3. '+ Common roofs: Common roofs are those which have no visible delineation
between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with
common roofs, the roofing contractor and/or owner should notify the occupants of
adjacent units of roofing to be performed.
4. 61P _Exposed Ceiling: Exposed, open beam ceilings are where the underside of the
roof decking can be viewed from below. The owner may wish to maintain the architectural
appearance; therefore, roofing nail penetration of the underside of the decking may not be
acceptable. This provides the option of maintaining the appearance.
S. flyflo Ponding water: The current roof system and/or deck of the building may not
drain well and may cause water to pond (accumulate) in low-lying areas of the roof.
Pounding can be an indication of structural distress and may require the review of a
professional structural engineer. Pounding may shorten the life expectancy and
performance of the new roofing system. Pounding conditions may not be evident until the
original roofing system is removed. Pounding conditions should be corrected.
RevOI142021
Owners roofing consideration
Page 1 of 2
Miami Shores Village - BUILDING DEPARTMENT
10050 NE 2 Ave Miami Shores, FL 33138
305-795-2204 www.msvfl.clov
6. N ( Overflow scuppers (wall outlets): It is required that rainwater flows off so that
the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof
extension may block this discharge if overflow scuppers (wall outlets) are not provided. It
may be necessary to install overflow scuppers in accordance with the requirements of
Sections R4402, R4403 and R4413.
c
7. Ventilation: Most roof structures should have some ability to vent natural
airflow through the interior of the structure assembly (the building itself). The existing
amount of attic ventilation shall not be reduced. It may be beneficial to consider additional
venting which can result in extending the service life of the roof.
Owner/Agent's Signature Date
-B" -? l i!d LZ
Contractor Signature Date
For Forms and Applications click here:
http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia
mishoresVillage
RevOI 142021 Owners roofing consideration Page 2 of 2
Miami Shores Village - BUILDING DEPARTAEWTERED
10050 NE 2 Ave Miami Shores, FL 33138 JUL 2 8 Z022
305-795-2204 www.msvfl.qov
BY:__,_ —
AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION
HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE
FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date: n i-mil - 2-L
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: `moo.\Voo—
Property Address: \z17 �j C --5(6 f
Roofing Permit Number:
Dear Building Official:
I w6-\k�, certify that I have improved the roof to wall
connections of the referenced property as required by the Manual of Hurricane Mitigation
Retrofits for Existing Site -Built Single Family Residential Structures as adopted by the Florida
Building Commission by Rule 913-3.047 F.A.C.
Signature
Print Name lil/af �� 52n mar �;n
State of Florida Miami Dade County
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the
above property mentioned.
Sworn to and subscribed before me this aPG day of J L) l 20 2-Z
Notary Public, State of Florida at Large
Seal
v w LQ(a Vt VI &rt✓ie_ l,(et-o
Vivienne Yao
_��.....ya,
Comm.:HH 222410
y� Expires: Jan. 31, 2026
s7an�;�`� Notary Public -Slate of Florida
For Forms and Applications click here:
http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia
miShoresVillage
Rev01 14202) Affidavit of Compliance with roof to wall Pace 1 of 1
Florida Building Code 7th Edition (2020)
High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County
Master Permit Number:
Section A (General Information)
Process Number:
Contractor's Name: S i— Ct/J
Job Address: (<t5 �J E;S I meow ' 2' �- 33t6 I.
ROOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile Mortar / Adhesive Set Tile
❑ Asphaltic Shingles ❑ Metal Panel/ Shingles ❑ Wood Shingles / Shakes
ROOF TYPE
n New Roof ❑ Repair ❑ Maintenance .,Reroofing
ROOF SYSTEM INFORMATION
ENTERED
JUL 2 8 NZZ
❑ Recovering
Low Slope Roof Area (ftz) Steep Sloped Roof Area (ftZ) Total (ftz)
Are there gas vents on the roof? 0 Yes 0 No If Yes what type? 0 Natural 0 LPX
Is there an existing roof top Solar System? 0 Yes 0 No If yes will it be reinstalled? 0 Yes 0 No
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include
dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
v
CITY
Miami Shores Village Building Department
Zoning Dept. Date
Building Dept. Date
Subject to compliance with all Federal,
COPY
State and ount/y`rules and regulations.
Permit#WF-O-%Zz- (� n1
bi-s
M y*ys,�-� r� S
dAa) 'I (1, ar
-h,h
wi�� 4t L9 — =
So L4
47
52a►�ct�(�
r meofj2S A1n
u
Florida Building Code 7th Edition (2020)
High Vel ' e Zone Uniform Roofing Application Form for Miami -Dade County
4jP SLahon
Section D (Steep Sloped Roof System)
Roof System Manufacturer.
'5Qn+a �, TIC Gr
Product Control Number:
zt — o(Ol Lt. 06
Minimum Design Wind Pressures, From Applicable RAS 127 Table or Calculations:
Zone1: 47 Zone 2e: — q 4 Zone2n: — Zone 2r: " dog Zone 3e: � 94 Zone 3r: —
Slope Range: ®>_ 2:12 to _< 4:12
Roof Shape: Q All Hip Roof
Deck Type:
0>4:12to:56:12 0>6:12to:512:12
0 Gable Roof or Partial Gable/Hip Roof
((JVWCN
Underlayment Type: J Aic—(M D VCo T%j re,
Roof Slope:
- + :12 Insulation:
Fire Barrier: iJ/o'
Ridge Ventilation? Fastener Type & Spacing: 1 �/404hq %eft k t �¢, Tin 6W
#41A `o"Ib Lgpt; Z 14as Av�D. W L"5a@)2y0•G
Cap Sheet Type: I fthp-.Ack -A
Mean Roof Height: 15
Cap Sheet Attachment: ! cW Adht yO
u
Roof Covering: Sa,4aW S
Drip Edge Type & Size: -'7,694 - g4I1"03 X3
Florida Building Code 7th Edition (2020)
High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County
Section E (Tile Calculations)
For Moment based tile systems, choose Method 1. Compare the values for Mr with the values from Mc If the Mr values are
r to the Mr values for each area of the roof, then the the attachment method Is acceptable.
Method 1* " Moment Based Tile Calculations per RAS 127"
Enter positive uplift pressures when using this table
( Zone 1: (01
x A 0'*,�n 1q' 10 ) — Mg: 5 49
= Mn 141,Z1 Product Approval Mf:
63'�
( Zone 2e: _Qi'
x A = 2.1'gL) — Mg: 13 - 69
= Mr2e 2' 23 Product Approval Mf:
( Zone 2n: mn x A _ } — Mg: = Mr2n Product Approval Mf:
( Zone 2r: 99 x A 0' '69 = Mr2r 0'4 0-8
j — Mg: 5
7 SPrOduct Approval Mf:
( Zone 3e: q r x x 0 Mg: ;,Gq = Mr3e 207"'I:�p Product Approval Mf: (D7Y
( Zone 3r: x A _ ) — Mg: T = Mor Product Approval ME
Tile attachment method.
Alternate Tile attachment method:
PO* Aj)_ Iko
zggrAWs "
For Uplift Based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or
equal to the Fr values for each area of the roof, then the tile attachment method is acceptable.
Method 3* "Uplift Based Tile Calculations per RAS 127"
(Zone 1: x L = x W = ) — (w) x c9� A ) = Fri Product Approval F':
(Zone 2e: x L = x W = ) — (w ),/cos 0 ) = Fr2e Product Approval F':
(Zone 2n: x L = x W = )Zw
)x cos 0 ) = Fr2n Product Approval F':
(Zone 2r: x L = x W = x cos A } = For Product Approval F':
(Zone 3e: x L = x W = ) — (w) x cos 6 ) = Fr3e Product Approval F':
(Zone 3r: x L = x W = ) — (w) x cos 6) = Fr3r Product Approval F':
*Method 2 "Simplified Tile Calculations" only applicable in Broward County.
Where to obtain Information
Description
Symbol
here to Find
Design Pressure
Zones 1, 2e, 2n, 2r,3e, 3r
From the applicable Table in RAS-127 or be an engineering
analysis prepared by a PE based upon ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
9
Job Site
Aerodynamic Multiplier
A
Product Approval / Notice of Acce tance
Restoring Moment due to Gravity
me
Product Approval / Notice of Acceptance
Attachment Resistance
r
Product Approval / Notice of Acceptance
Required Moment Resistance
M,
Calculated
Minimum Attachment Resistance
F'
Product Approval / Notice of Acceptance
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
w
Product Approval / Notice of Acceptance
Tile Dimensions
L-Length W= Width
Product Approval / Notice of Acceptance
All calculations must be submitted to the Building Official at the time of permit application.
Florida Building Code 7th Edition (2020)
H
igh WVatV_Hwftcane Zone Uniform Roofing Application Form for Miami -Dade County
,*Ucl etA1) SeLTIbN
Section D_ Steep S, loped Roof System) nn
Roof System Manufacturer:
SG r+-4 A TQ, Ti � C � .
Product Control Number: :1 1' 0 (014- - 05
Minimum Design Wind Pressures, From Applicable RAS 127 Table or Calculations:
. —I : "1 v8 Zone 2r -_._ 8 _ Zone 3e:' � s Zone 3r: r
Zone1: Zone 2e. Zone2n
Slope Range: ®Z2:12to5 4:12 0>4:12to56:12 0>6:12to512:12
Roof Shape: Q All Hip Roof • Gable Roof or Partial Gable/Hip Roof
Deck Type:
Underlayment Type: Wv^ D 22( 'T41ttR
t
f Slope:
.�_: 12 Insulation:
Fire Barrier:
Fastener Type & Spacing: ll� t2t gbOMIC[Rld�geve,rntilation?�� (0n 0- w 2. Cow 1w lAre G )V d. G
P�
Cap Sheet Type:
[M=eanoof Height. I S
Cap Sheet Attachment: �4* • %l krtd
...........
Roof Covering:
'T��7=
Drip Edge Type & Size: 1.76-000
Ctstly. . 3'x 36'
Florida Building Code 7th Edition (2020)
High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County
section E (Tile Calculations)
For Moment based the systems, choose Method 1. Compare the values for Mr with the values from Mt. if the Mr values are
n or equ es for each area of the roof, then the tile attachment method Is acceptable.
qk,#;Le; EAo S�YIdN
Method 1* " ment Based Tile Calculations per RAS 127"
n er positive uplift pressures when using this table
( Zone 1: 7__ 4 ._
x A 6,.,XC)j _ 2 �tI•� )—Mg: 5749 = Ma )(0-2-9 Product Approval Mf:
(Zone 2e: '1
x A 0.3A 7
= 31.92 ) — Mg: 5' 09 = Mrze 16'Z� Product Approval Mf:
ro H-160
t
( Zone 2n: 10$
x A o''-q7
= 32•02 M , 5.69 a Mr:� 26M Product Approval Mf:
_) — g' �._.—
6� Z4' 's! •
�
(Zone 2r: 109 $
x A d• 1AI �7
�.._.�.,_
= 32• Q� ) — Mg: 5� = Mr:r Z'" Product Approval Mf:
63 .g
-----
. 1 d $
( Zone 3e.
, x A p I
w 3Z• OR _ Mg: S• 0 = Mr3*2G� Product Approval Mf:
___) _....___.
rD.
( Zone 3r• i, 6
x A d„�
= 52-02.) — Mg: C'.._: 6q a Mrs► 3Z� Product Approval Mf:
Tile attachment method:
Alternate Tile attachment method:
For Uplift Based the systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or
equal to the Fr values for each area of the roof, then the tile attachment method Is acceptable.
Method 3* "Uplift Based Tile Calculations per RAS 127"
(Zone 1:
x L =
x W = —)
— (W) x cos A
) = Fri
Product Approval F':
(Zane 2e:
x L = _.,_.__..
x W = ___...--)
— (w) x co 6
_ ) a Free _.__.�.,..
Product Approval F':
(Zone 2n:
x L =
x W =
_) — (w) os @ �)
a Fr:n
Product Approval F':
(Zone 2r:
x L =
x W =
) — (w x cos @
) = Fr:r
, Product Approval F':
(Zone 3e:
x L a
x W a
) (w) x cos @
) s Fr3e
Product Approval F':
(Zone 3r:
x L =
x W =
— (w1 x cos @
) fl Fr3r
Product Approval F':
*Method 2 "Simplified Tile Calculations" only applicable in Broward County.
Where to obtain in rmation
S mbol
here to Find
Description
From the applicable Table in RAS.127 or be an engineering
Design Pressure
Zones i, 2e, 2n, 2r,3e, 3r
analysis prepared by a PE based upon ASCE 7
Mean Roof Height
H
lob Site
Roof Slope
@
l�
lob Site
Product Aeproval / Notice of Acceptance
Aerodynamic Multiplier
M
Product A proval / Notice of Acceptance
Restoring Moment due to Gravit
M
Product A proval / Notice of Acceptance
Attachment Resistance
Calculated
Required Moment Resistance
r
F
Product ARproval /Notice of Acceptance
Minimum Attachment Resistance
--Required Uplift Resistance
Fr
Calculated
A roval / Notice of Acce lance
Average Tile Weight
Tile Dimensions
w
L=Len h W=Wldth
Eprct
ct A roval / Notice of Acceptance
piication.
All calculations must be submitted to the Building Official at the time of permit a
®D IN
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 1 1805 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) www.miamidade.gov/economy
Santafe Tile Corporation
8825 NW 95" Street
Medley, FL 33178
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-Hurrii one -Zone oithe-Flolfda mg Code.
DESCRIPr_N: Santafe Spanish `S' Clay Roof Tile b
LABELING: ):dch unit, kaall bear a permanent label a manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Pio3ucfi ontrol 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 NOA# 19-1021.30 and consists of pages 1 through 5.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 21-06
Expiration Date: 02/01/26
Approval Date: 07/01/21
Page 1 of 5
�,
ROOFING ASSEMBLY APPROVAL
Category:
Sub -Category:
Material:
Deck Type:
Roofing
Roofing Tiles
Clay
Wood
i. SCOPE
This approves a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as manufactured by Ladrillera
Santafe S.A. in Bogota, Colombia and distributed by Santafe Tile Corporation as described in Section 2 of this
Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building
Code, do not exceed the design pressure values obtained by calculations in compliance with PAS 127 using the
values listed in section 4 herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Test Product
Applicant Dimensions Specifications Description
Santaf6 `S' Clay Roof L = 18" TAS 112 One piece high profile clay roof tile equipped with
Tile W = 11.1" Type I two nail holes. For nail -on, batten (4/12 min slope);
Thickness = 0.39" Grade 1 and mortar set and adhesive set applications.
Trim Pieces 1= varies TAS 112 Accessory trim, clay roof pieces for use at hips, rakes,
w = varies ridges and valley terminations. Manufactured for
varying thickness each tile profile.
2.1 MANUFACTURING LOCATION
1. Bogota, Colombia
2.2 SUBMITTED EVIDENCE
Test Agency Test Identifier
Test Name/Report
Date
The Center for Applied Engineering, Inc. 94-156-8
TAS 101
Aug. 1994
94-156-9
TAS 102
25-7205-1
TAS 101
March 1995
Project: 07-07-00-91
TAS 100
Sept. 1994
(307023)
Redland Technologies 7161-03
TAS 108
Dec. 1991
Appendix II
(Nail -On)
7161-03
Static Uplift Testing
Dec. 1991
Appendix III
TAS 102 & TAS 102(A)
P 0402
Withdrawal Resistance
Sept. 1993
Testing of Screw vs smooth
shank nails
P 0647-01
TAS 108
Aug. 1994
(Mortar Set)
P 0631-01
PA 108
July. 1994
(Mortar Set)
NOA No.: 21-0614.05
Expiration Date: 02/01/26
Approval Date: 07/01/21
Page 2 of 5
2.2 SUBMITTED EVIDENCE
Test Aeency
Test Identifier
Test Name/Report
Date
Celotex Corporation Testing Services
520305-01 thru 05
PA 102
June 1999
PRI Asphalt Technologies, Inc.
SFTC-003-02-01
TAS 101
12/06/02
IBA Consultants, Inc.
2353-70
TAS 101
09/22/03
2353-71
TAS 101
09/22/03
2353-93
ASTM C 1167
07/18/05
2353-4
Restoring Moment
Aug. 1999
American Test Lab of South Florida
RT0624.01-15
ASTM C 1167-03
07/01 / 15
RT 1008.01-20
ASTM C 1167
10/ 16/20
PRI Construction Material Technologies
COPO-002-02-08
TAS 101
10/12/16
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set the applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in
accordance with TAS 112, appendix W. Such testing shall be submitted to the Miami -Dade County Product
Control Section for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 Mechanically attached tile; minimum slope 4/12.
3.6 30/90 hot mopped imderlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.7 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
3.8 May be installed on slopes 7:12 and greater.
4. INSTALLATION
4.1 Santafe'S' and its components shall be installed in strict compliance with Roofing Application Standard RAS
118, RAS 119 and RAS 120.
4.2 Data For Attachment Calculations
NOA No.: 21-0614.05
Expiration Date: 02/01/26
Approval Date: 07/01/21
Page 3 of 5
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile Weight-W (lbf) Length -I (1t) Width w (ft)
Santafe 'S' 1 6.7 1 1.5 0.958
Santafe 'S'
Tile
Profile
Santafe 'S'
Table 2: Aerodynamic Multipliers— X(ft3)
Tile ;L (ft3)
Profile Batten Application
0.274
X (ft3)
Direct Deck
0.297
Table 3: Restoring Moments due to Gravity - M9 (ft.-Ibf)
219• 12" 319:12" 4"• 12" 511.12" 668.12" 761.12" or
rester
Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
Deck Deck Deck Deck Deck Deck
N/A 5.90 N/A 5.82 5.73 5.69 5.56 5.53 5.32 5.29 5.03 5.00
Table 5: Attachment Resistance Expressed as a Moment Mf (ft.-Ibf)
for Two Patty Adhesive Set Systems
Tile Profile Tile Application 3 Minimum Attachment Resistance
Santafe 'S' Tile Bond 38.94
Pol set AH 160TIl 33.1
3. See manufactures component approval for installation requirements.
4. Paddy placement of 10.4 grams of DuPont de Nemours, Inc. Tile Bond Roof Tile Adhesive
5. Paddy placement of 9.4 grams of ICP Adhesives Polypro AH 160'rm
Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft.-Ibf)
for Single Patty Adhesive Set Systems
Tile Profile Tile Application 3 Minimum Attachment Resistance
Santafe 'S' Pol set AH 160Tm 66.5 8
Pol set AH 160Tm 63.8 7
DAP Foam Touch N Seal Storm Bond 2 1008
6. Paddy placement of 63 grams of ICP Adhesives Polypro AH 160TM.
7. Paddy placement of 24 grams of ICP Adhesives Polypro AH 160TM.
8. Paddy placement of 45 grams DAP Foam Touch N Seal Storm Bond 2
NOA No.: 21-0614.05
MIAWD DECQUNTY Expiration Date: 02/01/26
UUMMYR11 Approval Date: 07/01/21
Page 4 of 5
Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-lbp
for Mortar or Adhesive Set Systems
Tile Profile Tile Application Attachment Resistance
Santafe 'S' Mortar Set 1 23.6
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or
following statement: "Miami -Dade County Product Control Approved".
SANTA FE TM MADE IN COLOMBIA
LABEL FOR SANTA FE SPANISH "S" CLAY ROOF TILE
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system.
PROFILE DRAWING
>N,--
When using one screw
)e this hole.
"SANTAFIr S" CLAY ROOF TILE
END OF THIS ACCEPTANCE
NOA No.: 21-0614.05
Expiration Date: 02/01/26
Approval Date: 07/01/21
Page 5 of 5
MIAMN
MIAMI-DARE 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) www,miamidade.eoy/economy
Polyglass USA Inc.
I I I I 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
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 s describe herein and has been designed to comply with the Florida Building Code
including the H�ib_VcWcity Hurricane Zone of the -Florida Building Code.
DESCRIPTION: Polyglass Polystick Underlayments ;
LABELING: Each unitzhalt-beau pCrmanent Iabe1 with the trianufacturer 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.17-0614.22 and consists of pages 1 through 7.
The submitted documentation was reviewed by Jorge L. Acebo.
APPROVED
NOA No.: 21-0602.14
l Expiration Date: 09/13/22
Approval Date: 08/26/21
�` Page 1 of 7
ROOFING COMPONENT APPROVAL
Cateeory: Roofing
Sub -Category: Underlayment
Material: SBS, APP
PRODUCTS DESCRIPTION:
Product
Polystick IR-Xe
Manufacturing
Location # 1 & #2
Polystick TU Max
Manufacturing
Location # 1 & #2
Test
Dimensions Specification
Product
Description
65' x 3' Or 33.4' x ASTM D 1970 A fine granular/sand top surface self -adhering, APP
3' polymer modified, fiberglass reinforced, bituminous sheet
material for use as an underlayment in sloped roof
60 mils thick assemblies. Designed as an ice & rain shield.
65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, polyester reinforced
60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile
underlayment.
Polystick TU P
32' 10" x 3'33/s"
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 3'33/8"
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 # I & #2
Polystick MTS
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.
Polystick MTS Plus
658" x 3'3-3/8"
TAS 103 A homogeneous, rubberized asphalt waterproofing
Manufacturing
60 mils thick
membrane, glass fiber reinforced with polyolefmic 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.
MANUFACTURING PLANTS:
1. Hazelton, PA
2. Winter Haven, FL
NOA No.: 21-0602.14
Mw�tto�E eAPPROVED
rr Expiration Date: 09/13/22
Approval Date: 08/26/21
Page 2 of 7
Test Agency
Trinity I ERD
LABELING:
EVIDENCE SUBMITTED
Test Identifier Test Name/Reaort
P37300.10.11
P37590.07.13-1
P45270.05.14
P46520.10.14
P443 60.10.14
P43290.10.14
PLYG-SC 10130.06.16-3
PLYG-10130.06.16-1
PLYG-SC 10130.09.16
PLYG-SC 13035.08.17
TAS 110/ASTM D4798 & D 1970
ASTM D6164
TAS 103, TAS 110 & ASTM D 1623
ASTM D 1623
TAS 103 & TAS 110
ASTM D 1970 & TAS 110
TAS 103 & TAS 110
ASTM D 1970 & TAS 110
ASTM D 1623
TAS 103 & ASTM D4798
Date
10/19/11
07/02/ 13
05/12/14
10/03/ 14
10/07/14
10/17/14
06/27/16
06/27/16
09/22/ 16
10/32/ 17
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.
CMLAW&DMADWEC=:0tU*NM7Y
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.: 21-0602.14
Expiration Date: 09/13/22
Approval Date: 08/26/21
Page 3 of 7
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 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.: 21-0602.14
Expiration Date: 09/13/22
Approval Date: 08/26/21
Page 4 of 7
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 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 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 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 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.
Expo
ure Limitations
(Days)
Polystick
MTS
Polystick
IR-Xe
Elastoflex
S6 G
Polystick
TU Pius
Polystick
TU P
Polystick
TU Max
Polystick
MTS Plus
Winter Haven FL
180
90
180
180
180
180
180
Hazelton PA
N/A
90
N/A
180
N/A
180
N/A
7. 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.
NOA No.: 21-0602.14
Expiration Date: 09/13/22
Approval Date: 08/26/21
Page 5 of 7
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 TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically
fastened roof tile applications.
Polystick MTS and Polystick MTS 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
MTS
S6 G
Polystick TU P
TU Max
MTS Plus
MTS Plus with
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 MTS which shall be loaded onto battens.
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 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 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 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.
114%M4 E COUNTY
NOA No.: 21-0602.14
� . • •., , Expiration Date: 09/13122
Approval Date: 08/26/21
Page 6 of 7
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.
I. 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.
2. 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 %" 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 50, XtraFlex 50 Premium Modified Wet/Dry Cement or Polyglass PG 500 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 the 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 '/412", precautions should be
taken, such as the use of battens to prevent the 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 50, XtraFlex 50
Premium Modified Wet/Dry Cement or Polyglass PG 500 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.
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 fumished 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.
4. 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.: 21-0602.14
MAM Expiration Date; 09/13/22
Approval Date: 08/26/21
Mo.Page 7 of I
ENTERED Miami Shores Village
jug g z°`Z Building Department
By. llY _ 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner— Workers' Compensation Insurance Exem
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Star. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if:
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a per dt under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature: W (g_�� -e_i h—
Owner
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this �� day of J J L , 20 aZ .
By �A / LJ 4,=C` an R1 Gt tf it who is personally known to me or has produced
L- < t-- as identification.
Notary: V M Comm.:HH222410
` = Expires: Jan. 31,2026
SEAL: °"�i Ol�;I.- Notary Public • State of Florida