RF-18-1895 (2)�sHO1S y,� Miami Shores Village
10050 N.E. 2nd Avenue NE
�- "' Miami Shores, FL 33138-0000
` yPhone: (305)795-2204
�r �C 1HID
Permit
Issue Date: 7/181201`8
Permit NO. RF-7-18-1895
Permit Type: Roof
Work Classification: Tile
Permit Status: APPROVED
Expiration: 01/14/2019
Project Aaaress Parcel Number Applicant
71 NE 97 Street 1132060131010
Miami Shores, FL Block: Lot: MYRON NOVAK
Owner Information Address Phone Cell
MYRON NOVAK 71 NE 97 ST
MIAMI SHORES FL 33138-2330
Contractor(s) Phone Cell Phone
FLORIDA E-Z REMODELING INC (305)796-6753
Type of Work: Re Roof
Additional Info: ROOFING SYSTEM FOR ADDITION ONLY.
Classification: Residential
Scanning: 3
Fees Due
Amount
CCF
$1.80
DBPR Fee
$3.75
DCA Fee
$2.50
Education Surcharge
$0.60
Permit Fee - New Roof
$250.00
Scanning Fee
$9.00
Technology Fee
$2.40
Total:
$270.05
Valuation: $ 2,100.00
Total Sq Feet: 100
Pay Date Pay Type Amt Paid Amt Due
Invoice # RF-7-18-68224
07/18/2018 Credit Card $ 220.05 $ 50.00
07/13/2018 Credit Card $ 50.00 $ 0.00
AvanaDle Inspections:
Inspection Type:
Up Lift Report
Tin Cap
Final Roof
Tile In Progress
Renailing Affidavit
Review Roof
Cap Sheet
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 apQ/that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore, I authorize the above -named contractor o)hework stated.
July 18, 2018
Authorized Signature: Owner / Applicant / Contractor/'/ Agent
Building Department Copy
July 18, 2018 1
Miami Shores Village --_.
f�
Building Department L 161�
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC ROOFING
PLUMBING ❑ MECHANICAL PUBLIC WORKS
Master Permit No 2C 1 <9 - 3Z-
Sub Permit No.Tzr—I 0 (U��
❑ REVISION ❑ EXTENSION ❑ RENEWAL
CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: l 14 E 91 S+r4'C-t
City: Miami Shores County: Miami Dade Zip: 3�Jai�
Folio/Parcel#:I. !R2010- O 13. 10 IQ Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): My -or L Novak Phone#:.:�p5 '�'Qiz• 13,3 2—
Address:-IA—
NE 9 —1 5±Cr=t-al
City: y�nores State: Zip:390m?
Tenant/Lessee Name:
Email:
CONTRACTOR: Company Name:
Address: '7-4-qo tl a r
City:
Qualifier Name: ji-C Ck- L CareA+wkk- Phone#:
State Certification or Registration #: C 4 132,201$ Certificate of Competency #: _
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
alue.of,Work for this Pe mit•.�$ t:�7 , Square/Linear.Footage of.Work.�i
Type of Work: Addition / ❑ Alteration
❑New r ❑Repair/Replace ❑ Demolition
t-Description of Work: je.: A_T Cy Cd '� � r GC�r R CAA nn ( 7
Specify color o7f�color thru the:_- �t�-K 1"', L(J I
Submittal Fee $ �y ' " `� orPermit Fee $ 2 Jd O�D CCF $
Scanning Fee $
Technology Fee $
Structural Reviews S
CO/CC $
Radon Fee $ 2 , '�;o DBPR $ 3 _ Notary $
Training/Education Fee $
M
Double Fee $
Bond $ Z� _
TOTAL FEE NOW DUE
(Revised02/24/2014)
1
Bonding.Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage 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,
i=unwt+CcS, BOILERS, iicA7-EnS, VAwn5, Kin w1401-riuwcna, E1.,.....
OWNER'S AFFIDAVIT: 1 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 thot-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. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged. I _ A
Signature ,
OWNER or AGENT
The foregoing instrument was acknowledged beforememe this
___I day iof� 20 t-O by
�\Iir 0 r- 1V10 V 6& , who is personally known to
me or who has produced nL Ors 4L4, as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
i
Print: �[� �.. ___ _ A 15,d4 t�Z
R
CONTRACTOR
The foregoing instrument was acknowledged before me this
26 day of Jurie 20 179 , by
CCrYai'w�at who is personally known to
me or who has produced 'DL non as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
•���:.ru�y,, Su WT Vasquez :� ��,
Seal: � o; �mm, � Seal: - �'= Commission # FF942611
Commission # FF942611 Expires: December 9, 2019
Expires: December 9, 2019 Bonded thru Aaron Notary
;4 Bonded thru aron Notary """""�
*********************************** *** *******************************************************************
APPROVED BY l " Plans Examiner Zoning
Structural Review Clerk
4
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
riouce to uwner — worKers" t:ompensatlon insurance tXemovon
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 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 -
I. 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 permit 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: U!��-OL Tz2oz�
Owner
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this —1 -7 day of , 20117—.
By M N rp y► N oyA _ who is personally known to me or has produced
as identification.
Notary:
SEAL: PPxPG'%, SUA r Vasquez_7� _x_ 'Commission # FF942611
Bonded thru name
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
IRECIFAV V_W" Florida Building Code 5th Edition (2014)
1 3 �8,
1
High -Velocity Hurricane Zone Uniform Permit Application Form.
1
t
1�Y
Section A (General Information)
1
1
Master Permit No. Process No.
1
Contractor's Name Par- % A E' Z RCm
Job Address 71 NE 97 STREET, MIAMI SHORES, FLORIDA
1
.....
. . ....
'
ROOF CATEGORY .. ...
001
❑ Low Slope ❑ Mechanically Fastened Tile L�9 Mortaridtth'esive Set Tills
• 0 • • 1
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Sbirlgies/Shakes
•
i
. . ......
❑ Prescriptive BUR-RAS 150 • • • • •
.....
ROOF TYPE "'•••
.. .. .. ..
•••••'
.....
New roof ❑ Repair ❑ Maintenance ❑ Reroofing • • : • $3 Recovering
' .1
ROOF SYSTEM INFORMATION :... %
" •
Low Slope Roof Area SF Steep Sloped
P ( ) p ped Roof AREA {SSE) 120 Total )' 1:0 ; .. .
1
Section B Roof Plan
Sketch Roof Plan: Eustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include
sions of sections and levels, clearly identify dimensions of elevated
dimen-
pressure zones and location of parapets.
!
W
a
!
i
!
1
1
!
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) ) D 15.37
t
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by filiezer B 2 t 12 AM p t to License
Agrcetnent. No Gather reproductions authorized.
o
MENOMINEE
ME
soon
NONE
M
OEM
NONE
ME
I1111mul
MENNENEMEMwin
No
MMERMOMEM
OEM
ON
MEN
MEN
ME
NEEN-ME
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maim
No
M-OMMINER0
1101011
■NIME�
No
ME�����
�M
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l�OMEN
MEES
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I�MEul�NoMEMME�i
11101111
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1
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f
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ponents and identify i
Surfacing: 1
as "NA") Fastener Spacing for or/Base Sheet Attachment: 1
i
Field: " oc @ # Rows @ " oc i
Perimeter: " oc @ Lap, # Rows
0000
@• " •
gG . .'....
Design Wind Pressures, From RAS 128 or Calculati Gomer. ' oc @ Lap, # Rows trSa 'roc • • �' • •
Nu r of Fasteners Per Insulatietl •196d:
P1: P2: P& 00*0 ""..
Max. Design Pressure, from the specific product Field Perimeter • .... Corder 000
•• • "'
approval system: 000000 ' ' 1"'
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section C (Low SfoApplication) Top Ply Fastener/Bonding Mated .
Fill in specific roof assemb )
manufacturer
(If a component is not used,
System Manufacture:
Product Approval No.:
Deck.
Type:
Gauge/Thickness:_
Slope:
Anchor/Base Sheet & No. of
Anchor/Base Sheet Fastener
Insulation Base Layer,/
strate Components Noted and Pretallc as Appli&*1er• • • • •
Wo blocking, Gutter, Edge Temyeatior� Stripping, flashing, 1 • •
Conti ous Cleat, Cant Strip, Bas4 FI#shplg, Coynterfiashing, .&*...
Coping, tc. ......
Indicate: n Roof Height, Parapet Height, Height of Base 01"' 0
Flashing, Co nent Material, Material Thickness• FgStener
Type, Fastener acing or Submit Manufacturers Details that 1
Comply with RAS 1 and Chapter 16. 1
): t
1
ling Material: f
FT. 1
1
1
Base Insulation a and Thickness: Para et
p f
Height
Base insul n Fastener/Bonding Material:
1
1
1
FT.1
i
Mean f
Top Insulation Fastener/Bonding Material: Roof t
Height
1
Base Sheet(s) & No. of Ply(s): 1
1
Base Sheet FastenarlBonding Material: 1
1
Ply Sheet(s) & No. of Ply(s): i
1
Ply Sheet Fastener/Bonding Material: 1
1
Top Ply: 1
1
15.38 FLORIDA BUILDING CODE — BUILDING, Sth EDITION (2014) '
'1 1 i 1 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); wmsed by Elio= Palo on Jun 8, 2015 10:32:12 AM pursuant to uccose
L7 Ag,.ment. No further n4woductions authorized.
Layer:
Top Insulation Size and Thickness
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form
1
1
Section D (Steep Sloped Roof System)
1
1
Rif System Manufacturer. CROWN BUILDING PRODUCTS OF FLORIDA, LLC
1
Notice of Acceptance Number: 14-1006.02
1
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
1
Pl: 47.6 P1: 100.6 P1. 100.6
1
1
• • ••••
• • •
•• •••
i•
Deck T
ype' 5/8 INCH CDX PLYWOOD
Type Undedayment: ASTM D 226 TYPE 11 #30 . • • •' • • • • • •
1
Roof Slope: 0606
4 12 •••••• • •
••!••'
1
Insulation: N/A • •' • • • • • •
• • • • •
•
•..•••
1•
Fire Barrier: N/A • • • • • •
Ridge Ventilation? Fastener Type & Spacing: 1 1J4- P.. S. CORROSION RESISTANT
1
TO MATCH EXISTING
1
Adhesive Type: ICP ADHESIVES POLYSET AH-160
1
1
Type Cap Sheet: POLYGLASS POLYSTICK (PEEL & STIC ) ;
1
Mean Roof Height: 13' Roof Covering: COLOR THRU CLAY ROOF TILES; MATH 1
_ �es-s
1
Type & Size Drip 3 INCH 26 GAUGE
1
Edge: --
1
1
1
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39
' " 1 CoPYright to, or licensed by, (CC (ALL RIGHTS RESERVED): ww4sed by Elieur Pahuio on Jun S. 2015 10.32.12 AM pursuant to Ileum
Agreement. No furthv reproductions authorized.
1
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1
1
1
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1
1
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1
1
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1
1
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1
1
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1
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from K. If the M, values
are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
(P1:47.6 313 =14.90 .6.99 = 7.91 45.5
x 7l - Mg. M„ Product Approval M
100 . 313 = 31. 4 9 . 6 . 99 = = t �5" S-
{P2: 6A • _� - Mg. M� Product Approval Mt . • . •
(P3:100 . k), 313 = 31 . 49) - Mg: 6. 99 = Mr3 24 .50 Product _TT
Approval M, . • a..
Method 2 "Simplified Tile Calculations Per Table Below' ...... •:
Required Moment of Resistance (M,) From Table Below Product ADDroval M, ...:.. •
M, required Moment Resistance' • • • • • •
Mean Roof Height
Roof Slope
15'
20'
25'
30' a
... •40' •
2:12
34.4
36.5
38.2
39.7
•42.2
3:12
32.2
34.4
36.0
37.4
9.8 •
4:12
30.4
32.2
33.8
35.1
• J7.3 0
5:12
28.4
30.1
31.6
32.8
0014.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
`Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and
Appeals.
For Uplift based the systems use Method 3. Compared 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 the attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(P1: x L = x w: = _� - W: x cos 0 _ = F,, Product Approval F'
(P2: x L - - x w: = _) - W: x cos 6 = F,2 Product Approval F'
(P3: x L = x w: = ) - W: x cos 8 = F„ Product Approval F'
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis pre-
pared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
6
Job Site
Aerodynamic Multiplier
x
Product Approval
Restoring Moment due to Gravity
Mo
Product Approval
Attachment Resistance
M,
Product Approval
Required Moment Resistance
M9
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
F,
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length W = width
Product Approval
All calculations must be submitted to the building official at the time of permit application.
.o000
15.40 FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014)
1 t 1 t 1 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eiiezer palacio on Jun 9, 2015 10:32:12 AM pursuant to License
Ageement. No further reproductions authorized.
�t0itID�'
SECTION 1524
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 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.Ol e•owner's
initial in the designated space indicates that the item has been explained. "
•
enailing wood decks: When replacing roofing, the existing wood -roof deck mpl rave to •
be rdnailed in accordance with the current provisions of Section R4403. (Thefeef-deck isasually •';
concealed prior to removing the existing roof system). • • • • • • 04 • • • • •
•
4. Exposed Ceiling: Exposed, open beam ceilings are where the �mderjide of je M"Mecking • • •
can be viewed from below. The owner may wish to maintain the architecturahaplleance; ttaerefore, •
roofing nail penetration of the underside of the decking may not be acceptable. This provicdes4e option of
maintaining the appearance.
':&6. 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 R4402,1yffl3 an) R1413.
J.
_ ayTju _
Owner/A nt's Signature Date Co
71 NE Q"1 Street -
Property Address
Revised on 7/9/2009 LD;07/01/2015;
y
Signature Date
Permit Number
M
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
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 Clio 0••••
10050 NE 2nd Ave •��••• 90:•*
Miami Shores, FI 33138 ...... .....
.... .... ......
Re: Owner's Name: Von G N oya. _ •••;•; •;
Property Address: Z 'N E q-1 Sfi'e'r'i • i •
.. ...
Roofing Permit Number: •..•.•
Dear Building Official:
I Moro.-% Novak certify that I am not required to retrofit the roof to wall connections of my
building because:
❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
o 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
State of Florida
County of Dade
Print Name
The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this 13 day of -3u �,A 2C 17
;i/%,, Suyap T. Vasquez
Notary Public, Sate of Florida at Large w� _* Commission # FF942611
�r�., Expires: December 9, 2019
'%/iSPAR'° Bonded thru Aaron Notary
• When the just valuation of the structure for purpose of ad valorem taxation is equZmore than $300,000.00. and fie bui ding was not constructed with FBC not a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
FLORIDA L-Z- RUNT ODELING' INS.
ROOFING AND GENERAL CONTRACTOR
10051 SW 43th ST MIAMI FL 33165
PHONE (305)796-6753
EMIAL: HECTORI910YAHOO.COM
Date:
State of
•
Counof
tY 1Aw11— Dad-C
••s•••
•
••
••••••
�
• •
••••••
••••
•
•••••
• • • • • •
• •
• • • • •
Before mi this day personally appeared �- tdmv- C.arra�'g\
•
• • •' •
• • •
•• ••
• •• • • •
a.
who
'
being duly sworn, deposes and say:
�'':':
'
• •
•
••••••
•• •
•• •
•
•
That he will be the only person on the project working at "1� NE q3 sby el+
- --- Miwrru shores, I~L 33)ag
lA w At
/4?
Swofn to(affirmed) and subscribed before me this 25 day of ZUri. ,20_a by
r r r at +-%iA
Personally Know
OR Produced Identification
Type of Identification Produced L on fi t c dP���'; Suyapa T. Vasquez
Commission I FF942611
Expires: December 9, 2019
Will y�.�Bonded thru Aaron Notary
Prim r p I an of otary
STATE LICENSE CCC-1328085
STATE LICENSE CGC-058612
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
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:: .. • • • • • • • • • • % •
10050 NE 2nd Ave ••; ••••;•
Miami Shores, FI 33138 • • • • • •
Re: Owner's Name: M0-0r1 ova IL • • • • ""'
Property Address: "11 N F q —1 Strriri' • • • • •' • • • • • •
Roofing Permit Number: • • • • • •
Dear Building Official:
I I fe.- -nr % rra�'a �r 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 dopted y the Florida Building Commission by Rule 9B-3.047 F.A.C.
Signature Print Name
State of Florida
County of Dade
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
Notary Public, Sate of Florida at Large
(SEAL)
Suyalia T. Vasquez
Commission # FF942611
Expires: December 9 2019
� WO Bonded thru Aaron Notary
Revised on 5121/20i�9'
of Jurnc 201_
FINAL COMPLIANCE
1�4
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economv
ICP Adhesives and Sealants, Inc.
12505 NW 44`e Street
Coral Springs, FL. 33065
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 Jurisdictioq (AHJ)r • • • •
.... ......
This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coi!IJ Pfbduct*C8rltrpl Section••
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve !Ae F At to have Mis prodddf • •
or material tested for quality assurance purposes. If this product or material fails to performjp.*tie accepted manner;"
manufacturer will incur the expense of such testing and the AHJ may immediately revokea"tfy, or.eftrMend the.qse
of such product or material within their jurisdiction. RER reserves the right to revek@.Ws acceptance, if it. h • •
determined by Miami -Dade County Product Control Section that this product or material faifs•tc meet Tlo'rv4uiremettts,..
of the applicable building code.
This product is approved as described herein, and has been designed to comply with thc.PloridjoBaAding C;de •�
including the High Velocity Hurricane Zone of the Florida Building Code. 0 .. .. 0 . • ; • . • • :
.
DESCRIPTION: ICP Adhesives Polysee AH-160
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 tennination 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 16-0315.01 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
APPROVED
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves ICP Adhesives Polyset' AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described
in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable
building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing
Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP
Adhesives Polyset' AH-160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product
Dimensions Test
Specifications
ICP Adhesives
N/A TAS 101
Polyset'AH-160
ICP Adhesives Foam
N/A
Dispenser RTF1000
ICP Adhesives ProPacV
N/A
30 & 100
PRODUCTS MANUFACTURED BY OTHERS:
. .
....
......
Productmriotion
•
'.
..
......
Two component polWtthane fvald adhesive •
......
. .
. .
.....
Dispensing Equipment
• •
.. ..
..... •
Dispensing Equipment
• • • • • •
•
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment
resistance values with the use of ICP Adhesives Polyset* AH-160 roof tile adhesive.
MANUFACTURING LOCATION:
Tomball, TX.
PHYSICAL PROPERTIES:
Property
Test
Results
Density
ASTM D 1622
1.6 lbs./ft.3
Compressive Strength
ASTM D 1621
18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength
ASTM D 1623
28 PSI Parallel to rise
Water Absorption
ASTM D 2127
0.08 Lbs./Ftz
Moisture Vapor Transmission
ASTM E 96
3.1 Perm / Inch
Dimensional Stability
ASTM D 2126
+0.07% Volume Change @ 401 F., 2 weeks
+6.0% Volume Change @I58°F., 100% Humidity, 2
weeks
Closed Cell Content
ASTM D 2856
86%
Note: The physical properties listed
above are presented as typical average values as determined by
accepted ASTM test methods
and are subject to normal manufacturing variation.
NOA No.: 17-0322.03
ADECOUNTY
aMMI,
]Te i1
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
EVIDENCE SUBMITTED:
Test Agency Test Identifier
Test Name/Reyort
Date
Center for Applied Engineering #94-060
TAS 101
04/08/94
257818-IPA
TAS 101
12/16/96
25-7438-3
SSTD 11-93
10/25/95
25-74384
25-7438-7
SSTD 11-93
11/02/95
25-7492
SSTD 11-93
12/ 12/95
Miles Laboratories NB-589-631
ASTM D 1623
02/01/94
Polymers Division
Ramtech Laboratories, Inc. 9637-92
ASTM E 108 .' .
01/3e/93 .... • •
•
..
...
Southwest Research Institute 01-6743-011
ASTM E 108 . •.
11/16N
01-6739-062b[1]
.•..••
ASTM E 84 ..•.
OI/1 /95 �••••:
¢ � •
....
. .....
Trinity Engineering 7050.02.96-1
TAS 114 000000
03/1496 ..:.. •
P36700.04.12
ASTM D 1623 • • • • •
•04/19;12 • •....
P39740.02.12
TAS 101 :":':
02/21/12 •.
TAS 123
•••••-
Celotex Corp. Testing Services 528454-2-1
.
TAS 101
......
•10#2 '98
528454-9-1
528454-10-1
520109-1
TAS 101
12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1
TAS 101
03/02/99
520109-2-1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive
with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and
Rule 61G20-3 of the Florida Administrative Code.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 3 of 11
INSTALLATION:
1. ICP Adhesives Polyset' AH-160 may be used with any roof file assembly having a current NOA that lists
attachment resistance values with the use of ICP Adhesives Polyset' AH-160.
2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of ICP
Adhesives Polyset® All- 160 shall provide sufficient attachment resistance to meet or exceed the resistance value
determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive
attachment data is noted in the roof tile assembly NOA.
3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application
Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhosiares and
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applic4or$tgthe au*"ity haviag....
jurisdiction. : •
5. Calibration of the ICP Adhesives Foam Dis enser RTF1000 dispensing equipment is.r • •hired before p • licati n • • •
P P geq aPP Q
of any adhesive. The mix ratio between the "A" component and the "B" component shill, be maintained betw*Y • • •
1.0-1.15 (A): 1.0 (B). 0.0000 00460
• •...
setAH-160 shall be applied with ICP Adhesives Foam Dis ens • � • •
6. ICP Adhesives Pol' F 1000 ti IE • • • •
Y PP P �i R� �'. ......
Adhesives ProPack® 30 & 100 dispensing equipment only. ...... • •
7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. •' ; . • • • • • •
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutos after ICP Adhesives ; • • • •;
Polyset' AH-160 has been dispensed. 6.6.6
9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the
'Placement Details' herein. Each generic tile profile requires the specific placement noted herein.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Minimum Paddy Gram
Area
Weight
Eave Course - Flat, Low, High
All Eave Course
17-23 sq. inches
45-65
Profiles
Flat, Low, High Profiles
#1
17-23 sq. inches
45-65
Flat Profile
#2
10-12 sq. inches
30
Low Profile
#2
12-14 sq. inches
30
High Profile
#2
17-19 sq. inches
30
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches at
12 grap&po�paddy
head of tile 9-11 sq. inches at
• • • • • + • •
overlap001004
"' +
..
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal' •
o • • • 17 grams•per bead,
edge) 20-25 sq. inches each.'
' • •
bead
••••
••
... •
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches "
" 34 grLhS under pane • •
LABELING: •• •. .
All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking oft&-,
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -
Dade County Product Control Seal as shown below.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # 1
Neil through p(art%cemerd
$when requlred)
Nddy J84beifth W61
4
1v1�
Es+n Ctaswr
Eawe Course -,!', r'IV %-- fasda
w•n a fe4tar PIXIVIC
s(WhenreO�wdl .- caddy Iiwnw.ehTtb)
2M.Wl"
F Ear• C"e
Weep+hok
10 in, A 7n. + cave dosure
Drip
�=7PMROVEDJ MD]
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1 " (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlook
of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm=) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
. . •••. ••••••
• • •
•
••••••
Medium Profile / Double%= file • • • • • •
1. Starting at the eave course apply a On iniuwm 2
(50.8 mm) x 10" (254 4"1 at;l" (25.4 rnm) foam
paddy onto the underld 17ent*positiO;rd.V shown •
under the pan portion cW the'tille closest to the •
.......
overlook of the tile being. set.. ... '
•• •
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm) square inch adhesive
contact with the underside of the tile.
High Profile / Single Pan Tile
1. Starting at the cave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
Overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 6 of 11
ADHESIVE PLACEMENT DETAIL ## 2
Owl
rlgggh plaafic t. ma"i / Nt Paddy It"hU10
it;
UndQlltynrN0
11 it `
t
•ti r � `- sin. - � <. -'�. �
`' 1. /Y
Rsda
�r
No thremo pultic co ment.
Ewhen mqurcedl
r--- Paddy O"eath Tilt)
K
3*rZ�n.
99"em aptFanal
E.V.Cbur..
APPROVED
Flat/Low Profile Tile
Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlock of
the tile being set. Insure approximately 17 (109.7 cmZ)
— 23 (148.4 cmZ) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm) - 12 (77.4 cm') square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the cave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as slWX13 under the
pan portion of the file Owest to the o8erjo0 of the.....
tile being set. Insure apprommAely I; ( 09.7 cmZ) — -
23 (148.4 cm') square invh adhesive contaerwith div • • •
underside of the file. • • • • • •
. .
2. At the second course, appl..a.minimum 2" `50.8m.jr....... •
x 7" (177.8 mm) x 1" (25,1%" foaMpgdoy onto ft...
underlayment positioned X Avvm under the pan .'
portion of the file closest io tRe'overlock of -the tilo> . • • •
being set. •
3. Continue in same manner. Insure approximately 12"
(77.4 cm2) - 14 (90.3 cm') square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
%A through pLutk to
(when r+grIfedd)� ►eddy 18.nwh Tile)
eagt-n- uptl•. Fj '`..
• (a" Course
,,r • W.ephe"
loin, �2 M. fit. doswe
Drip *doe
High Profile / Single Pan Tile
1. Starting at the cave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the Overlock of the
tile being set. Insure approximately 17 (109.7 cmZ) —
23 (148.4 cmZ) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 nun) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 17"
(109.7 cm') - 19 (122.6 cm) square inch adhesive
contact with the underside of the tile.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 11
ADHESIVE PLACEMENT DETAIL ## 3
Mad through plastic cement Paddy Metneen dies)
Iwhenrequireat
eattensoptimal °
• Paddy lender tie)
--�,
on top of We
ti
4x4' ~� -
under �
56rgle paddy
as undecl wK 2 x 4 (n. -
2 to ascia
Earecyosure
WOMMMMMMMI
Rat/Low Pra le T[le
Nap through plastic WOO
Single paddy under die
(when reWbvcp
paddy a wtween dies)
Battles
t
paddy IwWw dio
anmpoitie�
SIn paddyen
-,may
`e`` '
Ean aosure
Eave Course
fascia
Medlinn PronlaTlle
1. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the Overlock of the file being set. Leave
approximately 4" (101.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 in' (109.7-148.4 cm2) of
adhesive contact with the underside of the tile
2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4
mm) foam paddy onto the underlayment just below
the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
pan portion of the tile, closest to the underlock for
the second course tile to be installed. Insure
approximately 8-9 in' (51.6-58.1 cm') of adhesive
contact with the underside of the tile.
(Instructions continued on next page)
. .
....
......
••••
•
•••••
••••••
• •
•••••
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Nap through piastk Siew,ie paddy under dle
lutm req"edl
Paddy ibetwen tiles!
a.m��enss' paddytundertilei
..
` ptkKW w_
onu:;
:fin.
2Y41rL
per on
topoitoe
Esre Course '� Fasda
Weephoie
to ht2 in. Eare dosure
Dripedge
High ProAloTllo
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4"
(19 mm) paddy on top of the eave course tile
surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
Install second course of tile. Insure approximately
9 (58.1 cm') - 11 (71cmZ) square inch adhesive
contact with the underside of the tile at the overlap
and 7 (45.2 cmZ) - 9 (58.1 cmZ) square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
1) Place enough adhesive to achieve GS to 70 sq. in. Steep pitch applications
In contact with the pan tile. (when requimd)
2) Turn covers upside down. Place adhesive in
to 1 in. from outside edge of cover tile.
Then install the tile. Ensure 20 to
25 S%In. contact area. ,•
Undedayment
Sheathing
Ea" closure
(motor shown)
ftophole Fascia Board
Remove top portion of the eave course cover tile. Abut to second course of
pan tiles. Encore eave end of pan and cover tiles are flush at eave line.
Two Piece Barrel - High Profile Tile
Two Piece Barrel (Cap and Pan) Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as
shown under two adjacent pan tiles. Support eave
tiles from rocking until adhesive has a chance to
cure.
2. Continue in same manner bringing two pan
courses up toward the ridge. Insure
approximately 65 (419.4 cm2) — 70 (451.6 cm2)
square inch adhesive contact with the underside
of the pan tile.
3. Turn covers upside down exposing the underside
of the tile. Apply a minimum 1" (25.4 mm) x 10"
(254 mm) bead of adhesive directly on the inner
edge of each side of the cover tile. Leave
• •••• ••••••
approximately 3/4" f«41p) to 1;;1•25.4 mm) ••
from the outside edW.Q9the tile, inW44, free.qf..;.
foam to allow for exq"ian.
4. Turn cover tile over d1ft&*foam iS applied and• • ; • •
place onto pan tile coWInure.' n:inimum'd'P • •
. . e• .. ••••••
20 (129 cm)- 25 (1 cm2) square mch
contact area on eaZide (if the cover jtile to tb;. • ; •
pan rile. Continue insamv mannef.` Alb away •
any cured exposed foad adhesive. Pointing or'":
longitudinal edges of the cover tiles are
considered optional.
5. When additional nailing is required, 2" (50.8
mm) x 4" (101.6 mm) nailers or the tie wire
system using galvanized, stainless steel, or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 11 of 11
IL
MlAM4CIALIIE:
MIAMI-DADE COUNTY
�I PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 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.miamldade.Qov/economy
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
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 Flprida PuildingKCede • • • • • •
including the High Velocity Hurricane Zone of the Florida Building Code. • • ' • • •.
...... .. ......
DESCRIPTION: Polyglass Polystick Underlayments • • • • • • 0 0.• • • •
. . ......
.... . .....
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logot ei!ty: state and foilowing: • • •
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herehl. 0 • • • . • 000000
;
...... . .
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has goes 6 chan • •
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.14-0717.08 and consists of pages 1 through 8.
The submitted documentation was reviewed by Gaspar J Rodriguez.
in,
RP1�.ttyE� 1
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 1 of 8
ROOFING COMPONENT APPROVAL
Cateeory: Roofing
Sub-Cateeorv: Underlayment
Material: SBS , APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Test Product
Product
Dimensions
Specification Description
Polystick IR-Xe
65' x 3'33/8"
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 3'33/81'
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 31-1/8"
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 33-3/8"
TAS 103 and A rubberized asphalt self -adhering, polyst*x inforced...
Manufacturing
60 mils thick
ASTM D 1970 waterproofing msig membrane. benea d as e-roo-f tile • •
. .
Location # 1 & #2
underlayment. • • • • • • • • • • • • • •
00000*
Polystick TU P
32'10" x 3'33/8"
TAS 103 and A rubberized asphalt wateT900 u g membrane, glass.
Manufacturing
130 mils thick
ASTM D 1970 fiber/polyester reinforced, with -a granular surface • •; • • •
Location #2
designed for use as a tile robf uhtlL'rlayna t. • "' •'
.. .. .. .. ......
Polystick TU Pius
65' x 3'33/g"
TAS 103 and A rubberized asphalt self-alhetjng, glass-fiber/polyester•
(Surface Printing)
80 mils thick
ASTM D 1970 reinforced waterproofing m2mbrahe. D4igQ4d as a rhLltdl• •
Manufacturing
roofing and roof tile underlayment. :....:
...
Location #1 & #2
Polystick MTS
658" x 333/8"
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
65'8" x 313/8"
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.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 2 of 8
MANUFACTURING PLANTS:
1. Hazelton, PA
2. Winter Haven, FL
EVIDENCE SUBMITTED
Test Agency Test Identifier
Test Name/Report
Date
Trinity I 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-SC101,30.06.16-3
TAS 103 & TAS 110
06/27/16
PLYG-10130.06.16-1
ASTM D1970 & TAS 110
�9••O4/27/16
. .
.... ......
PRI Asphalt Technologies PUSA-035-02-01
TAS 103 • • •
• • • 09/29/06 •
PUSA-055-02-02
TAS 103 • • •: • •
?2/10/o .....
PUSA-089-02-01
TAS 103/ASTM D479erej S5
*07/06/09....:
Momentum Technologies, Inc. JX20117A
....
TAS 103/ASTM D4798.&QI55
. .....
04/01 /0$ • : . . -
RX 14E8A
TAS 103/ASTM D4798.&'C155
' .. * I V09/04.....
DX23D8B
TAS 103/ASTM 134798:&•(�455
•02/18/10 -0
DX23D8A
TAS 103/ASTM D47980& G 155
: • �Qz/18/ 18 .....
.
.. .
.. .
.
LABELING:
' * 0
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.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
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 l:
Wood, non -insulated • • • • • • • • •
Deck Description:
...... . . .....
Min. 19/32" plywood or wood plank • • • • • • • • • • • ; • • • • • •
System Type E(3):
Base sheet mechanically fastened to deck, subsequent cap *Mbxane self -adhered. •,
Anchor/Base Sheet:
. . . . ......
One or more plies of ASTM D 226 Type H or ASTM D 2626. • : ... • • •
Fastening:
. . ......
Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at ;t thintmum rhgAd laP.1for •
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.: 15-0410.04
CXJN " Expiration Date: 09/13/21
Approval Date: 08/11/16
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 remove 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. Alt side laps shall be a minimum of 3-%Z" 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 Pq�ick MTS Pius ma}.be • • ;
used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, ioof tife systa"Al and quawye..
slate roof assemblies. • • • • • • • • • • • •
•
Polystick TU P may be used in all the previous assemblies listed except metal roof"g." DO ' `
Polystick IR-Xe maybe used in all the previous assemblies listed except metal roojfng and roof the 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 (Davs
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
N/A
N/A
180
N/A
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 5 of 8
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 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 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)
10.
Tile Profile
Polystick MTS
Elastoflex
Polystick TU Plus, TU P,
Polystick
Polystick
S6 G
Tile Pro, Dual Pro
TU Max
MTS Plus
Flat Tile
Prohibited
4:12
6:12
6:12
5:12
without battens
Profiled Tile
Prohibited
4:12
6:12
6:12
4:12
without battens
The above slope limitations can be exceeded only by using battens in accordance with the Approved.Tjle System
Notice of Acceptance and applicable Florida Building Code requirements. When battens arc requirad#they slaall.�.
be utilized during loading and installation of tiles. • • • • • •
Care should be taken duringthe loading procedure to keep foot traffic to a minimu • • • • • • avoid dr • •m o • • • • • •
g P P �.� 1;4 4PP g�
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loadiagprocedure two tiV? •':
laid perpendicular to slope followed by a maximum four tile stack parallel to the slope.•far a tots; otriiles — €or • •
all underlayments except Polystick MTS which shall be loaded onto battens. 690046 • • • • • •
.. .. .. .. ......
al
a
0
W
N
:boT Deck prepared with
POLYSTICKTU plus
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
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.
1. 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. 609
. . .... ......
2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edgQ'selm as pet Polyglass . •
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimanr t J/V metal disk as . o o o: o
required in Miami -Dade County or simplex type nail as otherwise allowable in other"gtdtfs, at a minimum r,19.
of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "naileare*A:area pka d'dyar" off •
the face of membrane, with the above stated nails and/or disks. The head lap membrir};; sto cove rthe 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 conditf.:': •
. . . . ......
4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, unifosm layer of HPUI Ara%s
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium 4B Flashing �ep%e ,
XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied'hi 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 rile manufacturers NOA, must be used on all projects for
pitch/slopes of 7"/12" 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.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 7 of 8
10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a
minimum of 401bs 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) 8944563.
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 8944563.
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.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 8 of 8
ta. }
MIAMI-DADE COUNTY
MIAMEOIADE PRODUCT CONTROL SECTION
•1 11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
Crown Building Products of Florida, LLC
6018 HWY 72
Arcadia, FL 34266
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: Tuscany Roof Tile "" • • • • •
...... . . .....
LABELING: Each unit shall bear a permanent label with the manufacturer's name or to of t ity, statVadd folloMfig;'
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 a:tdethere hasJww no cMtig8•:
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 consists of pages 1 through 7.
The submitted documentation was reviewed by Juan E. Collao, R.A.
NOA No.: 14-1006.02
Expiration Date: 01/29/20
Approval Date: 01/29/15
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a roofing system using Tuscany Roof Tile, as manufactured by Crown Building Products of Florida,
LLC as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as
determined by applicable Building Code does not exceed the design pressure values obtained by calculations in
compliance with RAS 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 Dimensions Test
Applicant Specifications
Tuscany Roof Tile L = 17" TAS 112
W = 1.3"
H = 2.3"
Thickness: 0.5"
Trim Pieces L = varies TAS 112
W = varies
Varying thickness
2.1 PRODUCTS MANUFACTURED BY OTHERS
Product Name Product Description
Product
Description
Low profile, interlocking, concrete tile equipped
with two nail holes. For direct deck or battened
nail -on, mortar or adhesive set appligp6tiions.
. . .... ......
Accessory trim, concre a roof pieces'for3ase at .
... .. .. ......
hips, rakes, ridges an4 , 0[lgy terminat0ons.
Manufactured for each.t "profile. . ; • • • •;
......
.... . .....
3MTm 2- Component Foam Roof Tile Two component polyurethane
Adhesive AH-160 foam adhesive.
TILE BONDT" Roof Tile Adhesive
"Tile Tite" Roof Tile Mortar
Bonsai Roof Tile Mortar
"Quikrete" Roof Tile Mortar, FL-15
Single component polyurethane
foam roof the adhesive.
Premixed, pre -bagged roof tile
mortar.
Premixed, pre -bagged roof tile
mortar.
Premixed, pre -bagged gray roof
tile mortar.
2.2 MANUFACTURING LOCATION
1. Arcadia, FL
.
... ..
..
......
Manufacturer
.'
(With Current �I &
.... %
' Ompany..
.....
.
.
The Dow Chemical Company
Bermuda Roof Co. Inc.
Bonsal American
The Quikrete Companies, Inc.
NOA No.: 14-1006.02
Expiration Date: 01/29/20
Approval Date: 01/29/15
Page 2 of 7
2.3 SUBMITTED EVIDENCE:
Test Agency
Test Identifier
Test Name/Report
Date
Redland Technologies
7161-03
PA 102 & PA 102(A)
Dec. 1991
Appendix III
7161-03 Appendix II
PA 108 (Nail -On)
Dec. 1991
Letter
PA 1.08 (Nail -On)
Aug. 1994
P0631-01
PA 108 (Mortar Set)
July 1994
P0402
Withdrawal Resistance Testing of screw
Sept. 1993
vs. smooth shank nails
The Center for Applied.
94-083
PA 101 (Adhesive Set)
April 1994
Engineering, Inc.
94-084
PA 101 (Mortar Set)
May 1994
25-7094-(1, 4, & 7)
PA 102
Oct. 1994
25-7183-(1, 2 & 7)
PA 102
Feb. 1995
25-7214-(2 & 6)
PA 102
March, 1995
25-7487-1
PA 102
Dec. 1995
25-7496-(2 & 3)
PA 102
Dec. 1995
25-7804-5
PA 102
Sep. 1996
Celotex Corporation Testing
g
528454-2-1
PA 101 �
•
: � ;P. 199$.....
Service
520109-2
PA 101 '..'
...Deg. 1998 .•
......
.. ......
Walker Engineering, Inc.
Calculations
Aerodynamic Multipliee • • • •
March 1922...;
Evaluation Calculations
25-7183 . "".
; . Nhch 1995 •
Evaluation Calculations
25-7094
*February 199b* * .
Evaluation Calculations
• •
25-7496 .. • •
...41199.
Evaluation Calculations
•
25-7584 ......
•
December 1994 •
Evaluation Calculations
25-7804b-8
• December L l% %
Evaluation Calculations
25-7804-4 & 5 • • •
•December t996 .;
Evaluation Calculations
25-7848-6
. Mt-anber ?996 •
Evaluation Calculations
Aerodynamic Multipliers
April 1999
Evaluation Calculations
Two Patty Adhesive Set System
April 1999
American Test Lab of South
RT0908.02-14
TAS 112
09/18/14
Florida
RT0912.02-14
Restoring Moments
09/18/14
Aerodynamic Multiplier
NOA No.: 14-1006.02
Expiration Date: 01 /29/20
Approval Date: 01/29/15
Page 3 of 7
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile 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 `A'. Such testing shall be submitted to the Miami -Dade Product
Control office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 61G20-3 of the Florida Administrative Code.
4. INSTALLATION
4.1 Tuscany Roof Tile 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 • • • •
. . • • • • • • • • • •
Table 1: Average Weight (W) and Dimensions (I x w)• • • • * "' . •: • • • 0 •
Tile Profile
Weight-W (lbf)
Length-1 (ft)
"' Width-w (ft) • •
• • . •
Tuscany Roof Tile
10.0
1.42 '...'
: •t Va • • • •
...... . . .... ...
Table 2: Aerodynamic Multipliers - A (ft) • • •' • • • • • • • •
Tile Profile
A (ft)
7► (;ft) ....
Batten Application
�!
Direct:Dej* Application •
,Tuscany Roof Tile
0.289
0.313 '.. • . •
Table 3: Restoring Moments due to Gravity - M9 (ft-lbf)
Tile
Profile
2":12"
3":12"
4":12"
5":12"
6":12"
7":12" or
greater
Tuscany
Roof Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
7.06
7.06
6.99
6.99
6.88
6.88
6.73
6.74
6.57
6.57
6.38
6.39
NOA No.: 14-1006.02
Expiration Date: 01/29/20
Approval Date: 01/29/.15
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mechanically Attached Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
(min 15/32"
(min. 19/32"
plywood)
plywood)
Tuscany Roof Tile
2-10d Ring Shank Nails
27.8
37.4
28.8
1-10d Smooth or Screw Shank
8.8
11.8
4.1
Nail
2-10d Smooth or Screw Shank
16.4
21.9
7.1
Nails
1 #8 Screw
25.8
25.8
22.9
2 #8 Screw
47.1
47.1
49.1
1-10d Smooth or Screw Shank
24.3
24.3
24.2
Nail (Field Clip)
1-10d Smooth or Screw Shank
19.0
19.0
22.1
Nail (Eave Clip)
2-10d Smooth or Screw Shank
35.5
35.5 •
• • • •34.8
Nails (Field Clip)
; ...
• • • • • • • •
2-10d Smooth or Screw Shank
31.9
..31Jq
9.;32.2....
Nails (Eave Clip)
• • • • •
2-10d Ring Shank Nails
43.0
0
61'5 50.9• •; • •
...... . .....
..e1 Installation with a 4" the headlap and fasteners are located a min. of 2'/i' from head of tJg...• •
. . . . ......
Table 5: Attachment Resistance Expressed as a Moment IIQf (fJ410) ;
• •
for Two Patty Adhesive Set Systems .". •. •
Tile
Tile Application
Minimum Attachment
Profile
Resistance
Tuscany Roof Tile
Adhesive
26.13
2 See manufacturer's component approval for installation requirements.
3 TILE BOND M Roof Tile Adhesive; Average weight per patty 11.4 grams.
3MT"" 2-Component Foam Roof Tile Adhesive AH-160; Average weight per patty 8 grams.
NOA No.: 14-1006.02
Expiration Date: 01 /29/20
Approval Date: 01/29/15
Page 5 of 7
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Patty Adhesive Set Systems
Tile
Tile Application
Minimum Attachment
Profile
Resistance
Tuscany Roof Tile
31VI2-Component Foam Roof Tile Adhesive AH-160
86.61
Wm 2-Component Foam Roof Tile Adhesive AH-160
45.5
4 Large paddy placement of 54 grams of 3MTm 2-Component Foam Roof Tile Adhesive AH-160.
5 Medium paddy placement of 24 grams of 3MTm 2-Component Foam Roof Tile Adhesive AH-160.
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Tuscany Roof Tile
Mortar Set
20.6
6 Seespecific mortar manufacturer's Notice of Acceptance
5. LABELING 0000
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or fogo lSee Defdit •Belowr,-&: -
following statement: "Miami -Dade County Product Control Approved".
...... .. ......
T u
too**
so :*9609
.. .. .. .. ......
OQ • •• • • •0
TUSCANY ROOF TILE
(LOCATED ON UNDERSIDE OF 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 Building Official or Applicable building code in order to properly
evaluate the installation of this system.
NOA No.: 14-1006.02
hM 0", "l-KOZIM IExpiration Date: 01/29/20
Approval Date: 01/29/15
Page 6 of 7
L
PROFILE DRAWINGS
FASTENER HOLE
TUSCANY ROOF TILE
END OF THIS ACCEPTANCE
••••
••••••
•
•• ••
••••••
•
•
NOA No.: 14-1006.02
Expiration Date: 01/29/20
Approval Date: 01/29/15
Page 7 of 7
s
•
V
y FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 60OC-97 Residential Limited Applications Prescriptive Method C SOUTtI "l 8 9
Small Additions, Renovations & Bttilding Systems Department of Community Affairs
sue,,, . -ith Mothm c of CStaoter 6 of the Florida Energy Efficiency Code maybe demonstrated by the use of Form 60OC-97 fcr additions of ^03 squar feet or le s, site- i lstak c com oonents
of manufactured homes, and renovations to single and multifamily residences. Alternative memoos are prowuea Tor aconlons cy use or ronn awls -a r or uuuH-:lip v.m.....�..a..__..r
PROJECT�IAME: tF� BUILDER: �__�_��___ _
AND ADDRESS: /�) f r4 �, �--� PERMITTING �, CLIMATE rr
OFFICE: M t Rm'i f— fi7e%_,- ZONE: -7 ❑ 8 Il9
OWNER: 2 0��'- f M 0 0 A-C PERMIT NO.�I—�, JURISDICTION NO.: ��]
SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feet or less of conditioned area). Prescriptive requirements ri Tables 6C.1, 60-2 and 6C-3 apply only to the
components of the addition, not to the existing building. Space heating, cooling, and water heating equipment efficiency levels roust be met only when equipment is installed
specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned space:. from conditioned spaces must
meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30 % of the assessed value of the building).
Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUi-DINGS.Onlysite-
SYSTEMS Comply when complete new system is installed. Please Print .-
installed components ?nd features are covered by this torn. BUILDING
1. Renovation, Addition, New System or Manufactured Home
2. Single family detached or Multifamily attached
3. If Multifamily —No. of units covered by this submission
4. Conditioned floor area (sq. ft.)
5. Predominant eave overhang (ft.)
6. Glass area and type:
a. Clear glass
b. Tint, film or solar screen
7. Percentage of glass to floor area
8. Floor type and insulation:
a. Slab -on -grade (R-value)
b. Wood, raised (R-value)
c. Wood, common (R-value)
d. Concrete, raised (R-value)
e. Concrete, common (R-value)
9. Wall type and insulation:
a. Exterior:
1. Masonry (Insulation R-value)
2. Wood frame (Insulation R-value)
b. Adjacent:
1. Masonry (Insulation R-value)
2. Wood frame (Insulation R-value)
c. Marriage Walls of Multiple Units* (Yes/No)
10. Ceiling type and insulation:
a. Under attic (Insulation R-value)
b. Single assembly (Insulation R-value)
11. Cooling system*
(Types: central, room unit, package terminal A.C., gas, existing, non
12. Heating system*: (Types: heat pump, elec. strip, natural gas, L.P. gas,
gas h.p., room or PTAC, existing, none)
13. Air Distribution System*:
a. Backflow damper or single package systems* (Yes/No)
b. Ducts on marriage walls adequately sealed* (Yes/No)
14. Hot water system:
(Types: elec., natural gas, other, existing, none)
* Pertains to manufactured homes with site in�lled components.
e)
2.-
3. —
-
4.-
5.-
Single Pare Double Pane
6a. �-----� sq. ft.
6b. —sq. ft.------sq.
ft. -
7.
-
8a. R=
8b. R= _ -- - � 0 -
sq' '
8c. R= — _ __ -----
sq. ft.
8d. R= — -- ------
sq. ft.
8e. R= — --- ----
sq. ft.
9a-1 R= _ `.�_ ���
so. it.
9a-2 R= ..---- - ----
sq. tL'.
9b-2 R= --- -----
SCI . .
9c-- -- - -----
y�
1Ua. R=
t
Sq. ,t.
1 Ob. . R= s
sq. ft.
11. Type- —_���1 ;'rrl�--t-----
SEERIEER:____
HSPFICOP/AFUE:.__
13a.
13b.
14. Type: _ G•, ..___—_
EF:
es
iance
I hereby certifyy that t I ns an s ecificati n covered by the calculation a Rnhlthe Flew of oridaEnerglans an yCode. flBefore coons es ru`c cn sd by this �compleedtthisfbuildi g lirillbe
compliance wit ft the FI Energy de. 0 inspected for compliance in acco ro wilt Se:tion 553 90E, F.S.
PREPARED BY: DATE: �,�j
I hereby certify the lhi bu Idin s i mpliance e Florida Energy Cod BUIUDtNG oFFICL>� _--- ^--------�- —`—
?.¢. a _
OWNER AGENT:
_ DATE: 0 C)/ DATE: �.. �...��.... .......-,... �_,,:,,,,.,...,,.,_.,�.��...
—1—
®�rm�a�m�[I1 ��III EMI G'lB (mil
• Climate Zones 7 8 9
.. nnennmm� ie Den uoeue�mc enD c10A1 16Ann1T1nMQ 19nn Cn Fe -I 1 1 oPnrnvATInNS TO FYISTiNr RDI1 niNrS eNn SITF.INSTAt-LED cCMPONENTS OF MAIiUFACTURED HOMES.
MINIMUM
INSULATION
MINIMUM
INSTALLED
COMPONENT
INSULATION
INSTALLED
EQUIPMENT
EFFICIENCY
EFFICIENCY
Concrete
R-5
Central A/C - Split
SEER = 10.0
SEER`=
cn
Frame, 2" x 4'
R-11
z
J
-Single Pkg.
SEER = 9.7
SEER =
,�
_J
Frame, 2" x 6'
Common, Frame
R-19
R-11
o
Room unit or PTAC
EEa = 8.5"
EER
Common, Masonry
R-3
Electric Resistance
Heat pump - Split
AN Y'
HSPi= = 18
HSFF
Under Attic
R-30
Single Assembly; Enclosed
CD
z
Frame
R-19
1 " p
Single Pkg.
HSPF = 6.6
HSFF = __
Metal Pans
R-13
w
Room unit or PTHP
COo = 2.7'
HSPF/
`u
Single Assembly; Open
R-10
w
CCP
Common, Frame
R-11
0
Coo
Gas, natural or prcpane
AFUE = 78
AFUE
_m
Slab -on -grade
No Minimum
Fuel Oil
AFUE _ .78
AFUE --
O
Raised Wood
R-11
O
Raised Concrete
R-5
LLi
Common, Frame
R-11
a
Electric Resistance
EF = .88
EF =
o¢
z
Gas; Natural or L.P.
EF = .54
EF =
r-
'3)
In unconditioned space
R-6
o
In conditioned space
No minimum
Fuel Oil
-Er = .54
EF =
See Table 6-3. 6.7
TABLE 6C-2- PRESCRIPTIVE REOIIIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY
Maximum percentage glass to floor area allowed is selected by type, overhang length, and shading coefficient. Maximum% _ _ ,�i� Installed %
GLASS TYPE, OVERHANG, AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED
UP TO 20%
UP TO 30%
UP TO 40%
UP TO SO%
Single
Double
Single
Double
Single
Double
Single
Double
OH -SC
OH -SC
OH - SC
OH - SC
OH - SC
OH - SC
OH - SC
OH -SC
d0
1 70
1 % .30
)
1 % 1.0
0"-.86
O'• .90
2% 1.0
1%.86
0 % .65
1-- .90
0%.70
3% 1.0
2%.86
1 % .65
2'- .90
1%.70
0 % .50
4'- 1.0
3'-.86
2'- .65
�0"-.35
SHGC or SC may be obtained from the manufacturer. Single clear SC = 1.0, double clear SC = .90, and single tin7T( = .86. SFIGC £37=SC
TABLE 6C-3
I MINIMUM REQUIREMENTS FOR ALL PACKAGES _����u�r•_� _
COMPONENTS
SECTION
REQUIREMENTS
CFIECK
Exterior Joints & Cracks
606.1
_
To be caulked, asketed, weather-stripped or otherwise sealed.�
"*
Exterior Windows & Doors
606.1
Max. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area.
Sole & Top Plates
Recessed Lighting
606.1
606.1
Sole plates and penetrations through top plates of exterior walls must be sealed. _
Type IC rated with no penetrations (two alternatives allowed).
I
Multi -story Houses
606.1
Air barrier on perimeter of floor cavity between floors.
Exhaust Fans
606.1
Exhaust fans vented to unconditioned space shall have dampers, except for combustion
device$ with integral exhaust ductwork.
Combustion
Heating
606 .1
Combustion space and water heating systems must be provided with outside combustion air,
except for direct vent appliances.
Water Heaters
612.1
1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (elec:tric)
or cutoff (gas) must be provided. External or built-in heat trap required.
Swimming
Pools & Spas
612.1
Spas & heated pools must have covers (except solar heated). Non-commercial pools must havE FI ^�
pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 7E .
Hot Water Pipes
612.1
_
Insulation is required for hot water circulating systems (including heat recovery units).
Shower Heads
612.1
Water flow must be restricted to no more than 2.5 gallons per minute at 30 P:;IG.
HVAC Duct
Construction,
..lsulation & Installation
610.1
All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attacf-ied
sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts ire attics must be
insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closets.)
HVAC Controls
607.1 1
Separate readily accessible manual or automatic thermostat for each system.
GENERAL DIRECTIONS:
1. On Table 6C-1 indicate the R-value of the insulation being added to each component and the efficiency levels of the equipmert being installed. All R-values and efficiencies insta.lec must meat or ex -,ES(. the rn i mur 1 vaues
listed. Components and equipment neither being added nor renovated may be left blank.
2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition as follows. Total the areas of all glass windows, sliding glass doors and clas3 door panes. Doc bia tte a -ea of al nor
vertical roof glass and add it to the previous total. When glass in existing exterior walls is being removed or enclosed by the addition, an amount equal to the total area of this glass may oa subtractec Iron, the total glass area.
Divide the adjusted glass area total by the conditioned floor area of the addition. Multiply by 100 to get the percent. Find the larcest glass percentage under which your calculated )arcirlage falls on -,a )le 6-.2. r ,es. n ::ive
are given by the type of glass (Single or Double pane) and the overhang (OH) paired with a shading coefficient (SC). For a given glass type and overhang, the minimum shading coefficient a.lowed's scec'ied. Asti al { las3
windows and doors previously in the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang and shading coefficient requirements or. Table 6G2. All new ols; n [he ac_ :to 1
must meet the requirement for one of the options in the glass percentage category you indicated. The overhang (OH) distance is measured oeTer..acularly from the lace of the glass to a point direcry _n )er the ou.2rmcst edg3
of the overhang.
3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and shading coefficient may be used for glass areas which are under at least a mo foot oven lag and whos': In AV:
edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single -pane tinted, double -pane Gear or do )7e-pane tinted.
4. BUILDING SYSTEMS. Comply when new system is installed for system installed.
5. Complete the information requested on the top halt of page 1.
6. Read -Minimum Requirements for Small Additions and Renovations". Table 6C-3, and check all applicable items.
7. Read, sign and date the'OwnedAgenr certification statement on page 1.
1,
-2-
• RIGHT-J CALCULATION PROCEDURES A, B, C, D
w
Job #:
Zone: Entire House Filename: 98166.RSR
Procedure A - Winter Infiltration HTM Calculation*
1. Winter Infiltration CFM
1.0 AC/HR x 9392 Cu.Ft. x 0.0167= 157 CFM
2. Winter Infiltration Btuh
1.1 x 157 CFM x 22 Winter TD = 3796 Btuh
3. Winter Infiltration HTM
3796 Btuh / 188 Total Window = 20.2 HTM
and Door Area
Procedure B - Summer Infiltration HTM Calculation*
1. Summer Infiltration CFM
0.5 AC/BR x 9392 Cu.Ft. x 0.0167 = 78 CFM
2. Summer Infiltration Btuh
1.1 x 78 CFM x 14 Summer ID = 1208 Btuh
3. Summer Infiltration HIM
1208 Btuh / 188 Total Window = 6.4 HIM
and Door Area
Procedure C - Latent Infiltration Gain
0.68 x 58 gr.diff. x 78 CFM = 3093 Btuh
Procedure D - Equipment Sizing Loads
1. Sensible Sizing Load
Sensible Ventilation Load
1.1 x 0 Vent.CFM x 14 Summer TT)
=
0
Btuh
Sensible Load for Structure (Line 19)
+
27060
Btuh
Sum of Ventilation and Structure Loads
=
27060
Btuh
Rating and Temperature Swing Multiplier
x
0.94
RSM
Equipment Sizing Load - Sensible
+
25436
Btuh
2. Latent Sizing Load
Latent Ventilation Load
0.68 x 0 Vent.CFM x 58 gr.diff.
0
Btuh
Internal Loads = 230 x 16 No. People
+
3680
Btuh
Infiltration Load From Procedure C
+
3093
Btuh
Equipment Sizing Load - Latent
=
6773 '
Btuh
*Construction Quality is: a No. of Fireplaces is: 0
MANUAL J: 7th Ed. Right -Suite: Ver 4.0.0 3 S/N RS R2 0 5 2 4
Printout certified by ACCA to meet all requirements of Manual Form J
RIGHT -J LOAD AND EQUIPMENT SUMMARY
File name: 9 8166 . RS R
For: MR NOVAK
71 NE 97TH STREET
MIAMI SHORES FL
By:
Job #:
Wthr :
Zone: Entire House
WINTER DESIGN CONDITIONS
Outside db: 48 OF
Inside db: 70 OF
Design TD: 22 OF
HEATING SUMMARY
Bldg. Heat Loss 21980 Btuh
Ventilation Air 0 CFM
Vent Air Loss 0 Btuh
Design Heat Load 21980 Btuh
INFILTRATION
Miami Beach CO FL
SUMMER DESIGN CONDITIONS
Outside db:
89
OF
Inside db:
75
°F
Design TD:
14
OF
Daily Range
L
Rel. Hum.:
50
%
Grains Water
58
gr
SENSIBLE COOLING EQUIP LOAD SIZING
structure
27 060
Btuh
Ventilation
0
Btuh
Design Temp. Swing
3.0
OF
Use Mfg. Data
n
Rate/Swing Mult.
0.94
Total Sens Equip Load
25436
Btuh
Method
Simplified
LATENT COOLING EQUIP LOAD SIZING
Construction Quality
Average
Fireplaces
0
Internal Gains
3680
Btuh
Ventilation
0
Btuh
HEATING COOLING
Infiltration
3093
Btuh
Area (sq.ft.)
1174 1174
Tot Latent Equip Load
6773
Btuh
Volume (cu.ft.)
9392 9392
Air Changes/Hour
1.0 0.5
Total Equip Load
33833
Btuh
Equivalent CFM
1-57 78
HEATING EQUIPMENT SUMMARY
COOLING EQUIPMENT SUMMARY
Make n/a
Make CARRIER AIR C
Trade n/a
Trade Weathermaker 134a
n/a
38TNO3032
CD3(A,B)A036+TDR.90
Efficiency
n/a
Efficiency
11.0 EER
Heating Input
0 Btuh
Sensible Cooling
'21560
Btuh
Heating Output
0 Btuh
Latent Cooling
9240
Btuh
Heating Temp Rise
0 OF
Total Cooling
30800
Btuh
Actual Heating Fan
1171 CFM
Actual Cooling Fan
1171
CFM ,
Htg Air Flow Factor
0.053 CFM/Btuh
Clg Air Flow Factor
0.043
CFM/Btuh
Space Thermostat
Load Sens Heat Ratio
80
MANUAL J: 7th Ed. Right -Suite:
Vei 4.0.0 3 SIN
RS R2 0 5 2 4
Printout certified by ACCA to meet all requirements of Manual Form J
MANUALJ:
I
7thEd.
Right -Suite:
Ver 4.0.03
SIN
RSR20524
RIGHT-J WINDOW DATA
Job #
File name:
9 816
6 . RS R
W
S
D
W
G
L
S
S O
N A S
O
O
W
C
W
S
N
K
I
A
L
O
T
H V
G N H
V
V
H
H
N
H
D
Y
R
L
A
W
R
A H
L G C
R
R
G
T
A
A
W
L
Z
E
M
D G
Z L O
X
Y
T
M
R
R
_
BEDROOM 3
a
n
s
a
c
n
n
b y
1 90 1.0
0.5
2.0
3.0
27.2
12.0
12.0
a
n
w
a
c
n
n
b y
1 90 1.0
0.5
2.0
3.0
51.2
12.0
0.0
BEDROOM 2
a
n
s
a
c
n
n
b y
1 90 1.0
0.5
2.0
3.0
27.2
12.0
12.0
a
n
e
a
c
n
n
b y
1 90 1.0
0..5
2.0
3.0
51.2
12.0
0.0
BEDROOM 1
a
n
e
a
c
n
n
b y
1 90 1.0
0.5
2.0
3.0
51.2
12.0
0.0
a
n
n
a
c
n
n
b y
1 90 1.0
0.5
2.0
3.0
17.2
12.0
0.0 -
`.
LIVING ROOM
A
DINING ROOM
KITCHEN
a n w a c n n b y 1 90 1.0 0.5 4.0 3.0 51.2 18.0 0.0
FAMILY ROOM
a n n a c n n b y 1 90 1.0 0.5 1.0 3.0 17.2 72.0 0.0
b n w a c n n b y 1 90 1.0 1.0 2.0 7.0 51.2 26.0 0.0
r
'96166.RSR Job#
MAN UAL K !nn !n(r. 1VFja-J{alC --.1 V ..1 - J 11 ty K V JG Y
1
Name of Room Entire House BEDROOM 3
BEDROOM 2
BEDROOM 1
2
Rurming Ft Exposed Wall 138.0 Ft. 30.0 Ft
23.0 Ft
23.0 Ft
3
Room Dimensions, Ft 0.0 t 16.0 x 10.0 Ft
11.0 x 12.0 Ft
11.0 x 12.0 Ft
4
Ceiings,Ft Condit Option 9.3 d 8.0 heat/cool
8.0 heat/cool
8.0 heat/cool
TYPE OF
CST
HTM
Area
Btuh
Area
Btuh
Area
Btuh
Area
Btuh
EXPOSURE
NO.
Htg Clg
Length
Htg Cig
Length
Htg Clg
1-*th
Htg Cig
Length
Mg I Cig
5
Grow
a 14B
3.2
2.1
1104
••••
'•••
240
*•*•
••••
184
•q*
•*q
184
••••
*•••
Exposed
b
0.0
0.0
_ 0
•*••
•sq
0
i►►a
qq
0
a.q
..q
0
.q.
►q.
Wails and
C
0.0
0.0
0
.sq
sap
0
.sq
sq►
0
qq
►q.
0
iqi
qq
Partitions
d
0.0
0.0
0
****
••••
0
••••
•q•
0
0
••**
••••
e
0.0
0.0
0
•••*
••»»
0
qq
tiii
0
qq
i►ia
0
aisa
.qi
f
0.0
0.0
0
q►.
►qi
0
sq.
**•*
0
qq
saq
0
•**•
••*•
6
Windows and
a 1C
25.4
•*
162
4116
••"*
24
610
*•*•
24
610
**••
24
610
•••�
Glass Doors
b 9C
26.6
*•
26
692
****
0
0
••••
0
0
•••• '
0
0
q*•
Heating
C
0.0
•*
0
0
**••
0
0
••••
0
0
**•*
0
0
••••
d
0.0
**
0
0
••••
0
0
•*•*
0
0
•**•
0
0
q*•
e
0.0
*•
0
0
••••
0
0
**•"
0
0
••••
0
0
iqa
f
0.0
*•
0
0
*•••
0
0
q**
0
0
***•
0
0
***•
7
Windows and
North
17.2
108
••••
1858
12
*•••
206
12
••q
206
12
•••'
206
Glass Doors
NE/NW
0.0
0
••*•
0
0
••**
0
0
••••
0
0
*•••
0
Cooling
ENV
51.2
.80
••*!
4096
12
**•*
614
12
'**
614
12
••*•
614
SEISW
0.0
0
*•**
0
0
••**
0
0
***•
0
0
••••
0
.South
0.0
0
•••*
0
0
*••*
0
0
••**
0
0
**•*
0
Hon
0.0
0
••••
0
0
**so
00
••••
0
0
* •"
0
8
Other doors
a
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
b
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
9
Net
a 14B
3.2
2.1
916
2902
1886
216
684
445
160
507
329
160
507
329
Exposed
b
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
Walls and
C
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
Partitions
d
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
e
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
f
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
10
Ceilings
a 16D
1.2
1.8
1174
1369
2116
160
187
288
132
154
238
132
154
238
b
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
C
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
11
Floors
a 20A
6.9
5.0
1174
6058
5891
160
1098
803
132
906
662
132
906
662
b
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
C
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
12
Infiltration a
20.2
6.4
188
3796
1208
24
485
154
24
485
154
24
485
154
13
SubtotBtuh Loss-6+8.+11+12
***•
20933
•*••
**•*
3063
**••
••"
2661
*•••
***•
2661
•"••
14
Duct Btuh Loss
6%
1047
*•**
5%
153
•**•
5
133
'•••
5%
133
***•
15
Total Btuh Loss -13+14
**••
21980
****
**••
3217
*•••
••••
2794
••*•
q••
2794
••••
16
Inn Gains: People @ 300
16
*•'*
4800
1
•"*
300
1
••**
300
1
•*••
300
Appl. @ 1200
3
*••*
3600
0
"•••
0
0
***•
0
0
•***
0
17
SubtotRSHGairr7+8.+12+16
••••
* *
25454
• *•
•*••
2811
••••
•***
2505
••••
*"•
2505
18
Duct Btuh Gain
7%
*••*
1606
5
*•*•
141
5
**•*
125
5•/
*• •
12 5
19
Total RSHGain-(17+18)•PLF
1.00
***
27060
1,00
•***
2952
1,00
**••
2631)
1.00
••••
2630
20
CFM Air Required
*•**
1171
1171
* *
171
128
*q*
149
114
*'**
14 9
114
Printout certified by ACCA to meet all requirements of Manual J Form
'9 $16 6 . RS R Jobs!
MANUAL I7thFA -- RlIX-5111tc a-U.Us - aIIN rvi vUcv
---
1
Name ofRoorn LIVING ROOM DINING ROOM
KITCHEN
FAMILY ROOM
2
Running Ft Exposed Wall 0.0 Ft 0.0 Ft
15.0 Ft
47.0 Ft
3
Roc® Dirnensions, Ft 16.0 x 12.0 Ft 10.0 x 12.0 Ft
19.0 x 10.0 Ft
31.0 x 8.0 Ft
4
Cdngs,Ft Condit Option 8.0 heat/cool 8.0 heat/cool
8.0 heat/cool
8.0 heat/cool
TYPE OF
CST
HTM
Area
Btuh
Area
Btuh
Area
Btuh
Area
Btuh
EXPOSURE
NO.
Htg Clg
Length
Htg I C1g
Laigth
Htg Cig
Length
Htg Clg
Length
Htg I Clg
5
Gross
a 14 B
3.2
2.1
0
""
""
0
••'*
•••'
120
376
"•'
'•*•
Exposed
b
0.0
0.0
0
•••'
sass
0
ass -
as
0
ssss
as
0
saa
sas
Walls and
c
0.0
0.0
0
ssss
esa
0
ass
as
0
ssa
as
0
as
as
Partitions
d
0.0
0.0
0
ass
sas
0
ass
ass
0
sar
as
0
sas
►as
e
0.0
0.0
0
ass
ssa
0
•••'
sas
0
►as
ass
0
f
0.0
0.0
0
pa
as
0
•'•'
sas
0
as
ass
0
•••*
ssss
6
Windows and
a 1C
25.4
'•
0
0
••'•
0
0
"'•
18
457
'•"
72
1830
•••'
Glass Doors
b 9C
26.6
'*
0
0
""
0
0
a"
0
0
26
692
'•'•
Heating
c
0.0
••
0
0
'•"
0
0
•••'
0
0
••'*
0
0
d
0.0
"
0
0
•"•
0
0
""
0
0
"*
0
0
•••'
e
0.0
•'
0
0
"'•
0
0
"'*
0
0
"•'
0
0
•••'
f
0.0
"
0
0
0
0
""
0
0
•"'
0
0
*••*
7
Windows and
North
17.2
0
'••'
0
0
•'•'
0
0
****
0
72
'•'*
- 1238
Glass Doors
NE NW
0.0
0
""
0
0
""
0
0
"'•
0
0
'a•
0
Cooling
E/W
51.2
0
'*"'.
0
0
•'•*
0
18
"•'
922
26
•*••
1331
SE(SW
0.0
0
••••
0
0
•••'
0
0
•'••
0
0
ssss
0
South
0.0
0
•"•
0
0
••••
0
0
as
0
0
ssa
0
Horz
0.0
0
'•••
0
0
*• •
0
0
"'•
0
0
•"'
0
8
Other doors
a
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
b
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
9
Net
a
14B
3.2
2.1
0
0
0
0
0
0
102
323
210
278
881
572
Exposed
b
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
Walls and
c
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
Partitions
d
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
e
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
f
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
10
Ceilings
a
16D
1.2
1.8
192
224
346
120
140
216
190
222
312
248
289
447
b
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
c
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
11
Floors
a
20A
6.9
5.0
192
1318
963
120
824
602
190
1304
953
248
1702
1244
b
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
c
0.0
0.0
0
0
0
0
0
0
0
0
0
0
0
0
12
Infiltration a
20.2
6.4
0
0
0
0
0
0
18
363
116
98
1979
630
13
SubtotBtuh 1,=-6+8.+11+12
•*••
1542
•••'
•"•
964
"••
'•"
2670
"••
"••
7372
•"'
14
Duct Btuh Low
5%
77
•'•'
5Y
48
•'•'
5•
133
•'••
5%
369
'•"
15
Total Bruh Loss -13+14
"•*
1619
"*•
•*••
1012
• *
"'•
2803
' •'*'
'•"
7741
•"*
16
htt. Gains: People @ 300
3
'•*'
900
4
'•*•
1200
2
""
600
4
"•'
1200
Appl. ® 1200
0
'*"
0
0
*'•'
0
3
"'•
3600
0
'•"
0
17
SubtotRSHGeur-7+8..+12+16
•••'
"'•
2209
••'
•••*
2018
•••►
6743
••"
•••'
6663
18
Duct Btuh Gain
51A
110
5
"""'
101
5
"'•
337
10
•"•
666
19
Total RSHGain-(17+18)'PLF
1.00
"•'
2320
1.00
•'•'
2119
1.00
••ss
7080
1.00
"'•
7329
20
CFM Air Required
***'
86
100
****
54
92
'•••
149
307
****
413
317
Printout certified by ACCA to meet all requirements of Manual J Form