RF-13-2350 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-203954 Permit Number: RF-10-13-2350
Scheduled Inspection Date: December 24,2013 Permit Type: Roof
Inspector: Rodriguez,Jorge
Inspection Type: Final Roof
Owner: , Work Classification: Tile
Job Address:597 NE 93 Street
Miami Shores, FL Phone Number
Parcel Number 11
32060141040
Project: <NONE>
Contractor: SUNCOAST BUILDERS&ROOFERS Phone: (305)436-9294
Building Department Comments
RE-ROOF TILE ROOF Infractio Passed Comments
INSPECTOR COMMENTS False
10/06/2013-Need LICENSES AND INSURED
CONTRACTOR
11/07/2013-contractor updated. As
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-201346. Polystick not allowed on
open valleys
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
December 23,2013 For Inspections please call: (305)762-4949 Page 13 of 21
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
I�,�R�`�p► Tel: (305) 795.2204
Fax: (305) 756.8972
RE: Permit# QI DATE:
INSPECTION AFFIDAVIT
I L y i L I a n licensed as a(n) Contractor/Engineer/Architect,
(Print name and circle UcenseType) FS 468 Building Inspector
License* CC 3Z 7,� k q
On or about / (10 1-3 , 1 did personally inspect the roof deck nailing and
(Date&time) `
Secondary water barrier work at ;j `� �" � dc-ox I
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual(Based on 553.844 F.S)
9 /,J
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i
Si ature
State of Florida
County of Dade:
The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this I I® 2 day of NOM WsUc,si.ATEOFFLORIDA
,K*....y,.Jose Fhncisco Hernandez
Commission#EE078056
Notary Public, Sate of Florida at Large '� Ir c R.27,220
'General,Building,Residential,or Roofing Contractors or any individual certified under 488 F.S.to make such an inspection.Include photographs of each plane of the roof with
permit#and address#dearly shown marked on the deck for each inspection
Revised on 5/21009
9
7066 SW Street Miami,FL 33155
Tel:786-398-9179 Fax.786-800-2627
a1 roognsnectionftamail.cam
LAB CERTIFICATION#10-0512-01
SITE SPECIFIC INFORMATION
UPLIFT TEST—TAS#106
Roofing Contractor SUNC COAST BUILDERS&ROOFERS Permit# BF-10-13-2350
Job Address 597 NE 93 ST MIAMI SHORES,FL
Owner`s Name
Type of Tile MALIBU Date installed
Approximate Roof Height 12 feet Roof Pitch 3112 Type of Access to Roof LADDER
Approximate Square Footage of Roof 23 ft, Required Testing Force 3S Lbs
Date Tested 11/252013 Number of Tests 69 Testing Equipment F.G.E.100
Contact Name MIGUEL Phone# 31303.2737
LOCATION #OF TEST PASS #OF TEST FAIL
Corner 15 Tests 15 Pass Test Fail
Perimeter 15 Tests 15 Pass Test Fail
Field 33 Tests 33 Pass Test Fail
Ridge a Tests 6 Pass Test Fail
TOTAL 69 Tests 69 Pass Test Fall
1NA=WMMVMTW0MWA0F PROT000LPA148,YM R00FASSEMBLYHASPASSEDTHESTATICUPUFrWA MCO MUTM.THISTASWSTESTHASBEENPERFORMEDNFULLA=RDMaMTHE
NQURtEMENTS OP DADS COMM,WITH NO DEVIATWNS THIS REPORT IS NOT WARAN M 111 CAMOF CASE OF NATURAL DISASTERS.THIS REPORT IT IS NOT VALW FOR INSURANCE CLAIMS
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is
YENAN T.L�YVA
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" A-1 Engineering Inspection Services, Inc
7066 SW 44m Street Miami,FL 33155
Tel: 786-398-9179 Fax: 786-800-2627
al roofinspectionPumail.com
LAB CERTIFICATION#10-0512.01
11/25/2013
PERMIT#BF-10-13-2350
597 NE 93 ST
MIAMI SHORES,FL
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STATE OF FLORIDA
DEPARMMNT OF SIISINESS AND PROFESSIONAL REGM ATION
CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395
1940 NORTH MONROE STREET
TALTAttA33EE FL 32399-0783
SA*.INAS, LUIS ANTONIO
SUNCOAST BUILDERS & ROOFERS INC
21ST STREET
MMIR FL 33023
_._ STAM OF rn.ORwA AC8 6275
Congrattdatlansl YJEn[ids Rcerr�a you Iwcorre Ore of the nearly one mNGorn DEPARTMENT OF BUSINESS Aid[
Florntlarrs f1ce by true geparbTrem of Business and Pro feselarel Regulation. ! PROFESBIONAL REGULATION
Our professionals and bushesees range tram archlt®GS to yacht brokers.from
bmm to bwbeque resesu<ants'and they keep FlarWe s econ°my strong. S CGC1511093 08/16/12 128042:
Every dey wa work to Wpm the ray we do business in order to serve you better! —
For intormatbn 8bout our services,Phase kg onto rw.myflofldaltc9fhMcom. CERTIFIED QEN13Wi!0 &4NTRACT'OR
There you can NrW in=infommfion about av divisions arpi the regulations that � SALI AS, LUIS�A 30
impuot you,subscribe to depanbrnent newsletters and learn more about the ` SUNCOAST BUILDERS & ROOFERS n
Deparbnent's inttiatives. i
our rrdssbn at am Daparbnent fir f F_f6rdanity.Regulate FaMy.We i
constaniN strive to awe you better so that you can serve yew custanrers. Ia CERTIFIM moor sus Pravi aims of Ch.4a
Thank you for doing business in Florida,and congratufa Dn8 on your now fic8t1e!i �y,.csee aneo,AUG 31, 2014 L120816020'
DETACH HERE
�C#6275219 STATE OF FLORIDA
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DSPARfit STRIICTION I2ID RYrra ggg I= SOAR�TION
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08 16 2012 128042258 jCGCl5il093
The GENERAL CONTRACTOR
Named below IS CERTIFIED
trader. the provisions of Chapter'489"FS. ,
Expiration date: AUG 31, 2014
SALINAS, LUIS ANTONIO
SIUP�COAST BUILDERS It ROOFERS INC OW 21 STREET
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EXCLUS AAI€}Ct DiTtORIS QK>s#!Ci( S.LgTS�Si Oi N It Y H14VE BEEN REDUCED BY PAID CLAIMS,
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WrONNOBILE LIABILITY BiNtiLE
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TIFlCA HOLDER CANCELLATION —_
SHORES Whll VfLi.AG=E t SI4 LO ANY OF THE ABOVE POLIO BE CANCEU.ED geFogE
TION DATE THEREOF,AIOTWE VA.L BE DELIVERED IN
100W N.E.2ND AVE ACCORDANCE WITH THE POLICY PROVISIONS,
MIAMI SHORESfL,331,34 ......--- --
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\J3 Miami. Shores Village
I` Building Department10050 N.E.2nd Avenue,Miami Shores,Florida 33138 �'�-� ®CT 1 ( tea I3 3f Tel: (305)795.2204 Fax:(305)756.8972
INSPECTION'S PHONE NUMBER:(3057 762.4949
FBC 20 P
BUILDING Permit No.
PERMIT APPLICATION Master Permit No. t03
Permit Type: BUILDING ROOFING
JOB ADDRESS: 61 1 N EI q3 5-f-
City: Miami Shores County: Miami Dade Zip: 33 d 3 8
Foho/Parcel#:
Is the Building Historically Designated:Yes NO Flood Zone:
S � e- A (b111s0 �
OWNER:Name(Fee Simple Titleholder): �� Co 1 Ya cca L Phone#: 3 J,S 3V3 301
l
Address: N 1 CP o- A-S G CL t 1 �^S °� A q 3 S�
City. -S P r e state: Zip:
Tenant/Lessee Name: Phone#:
Email:
r
CONTRACTOR:Company Name: U �7aST U% &CS a-nl Phone#: ®
Address:
city: M i CA—rr'-a'e— State: zip: 33®Z3
Qualifier Name: Ly)3 (,ft�!5/ , I Phone#: 3&-5 3 0 S -&3.5
State Certification or R gistration#: CG�7 b �f Certificate of Competency#:
Contact Phone#:(305) 3 O° '>3 ,5 7 Email Address:
DESIGNER:Architect/Engineer: Phone#:
Value of Work for this Permit:$ t Z r LQ® ® Square/Linear Footage of Work: f �r ®®® 5
Type of Work: ❑Addition ��11 DAlteration ONeew M14air/Replace ❑Demolition
Description of Work: aP Poe P- t') Le Poo F
Color thru tz°le:
Submittal Fee$57L-) ° Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE
Bonding Company's Name(if applicable) 9
Bonding Company's Address ,
City State zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State 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 ELECTRICAL WORK,PLUMBING, SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature
Owner or Agent Contractor
The forelzoinizinStrument was acknpo�wledged befor me this� The fore ing instrument was acknowl ged r.4,re me this t
day of ,20 a,by / (�0� L� day o ,20, by I
who is ersonally known to me or who has produced wh:XAM�ersonally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign: A6
Print: 7 4744eo Print: eC F
/ ,� Y PUBLIC-STATE OF FLORIDA _�� /
My Commission Expires: �J�� �,!/'';• Grace Maria Estevez My Co s , e%FA'I ZO YR113
:Commission#EE104974 4 . Grace Maria Estevez
Expires: JULY 15,2015 =Commission#EE104974
BONDID THRII ATL L\fIC BONDING CO.,INC. '4 F Ex ires: JULY 15 2015
APPROVED BY y Plans Examiner Zoning
Structural Review Clerk
(Revised 5/2/2012XRevised 3/12/2012)XRevised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007)
. 11111111111 pill 1111111111111111111111111111
IN THE CIRCUIT COURT OF THE ELEVENTH JUDICIAL GFN 2013RO414143
OR 8k 28646 P95 1989 - 19909 (2p95)
CIRCUIT IN AND FOR MIAMI-DADE COUNTY, FLORIDA RECORDED 05/24/2013 11:00:10
DEED DOC TAX 1x818.6+7
HARVEY RUVINx CLERK OF COURT
MIAMI-DADE COUNTY► FLORIDA
U S BANK(NA)(TR) GENERAL JURISDICTION DIVISION
Plaintiff(s)/Petitioner(s)
Case No: 08035750CA01
VS.
Section: 40
HUIDOBRO,CLAUDIA,et al.
Doc Stamps: 51,818.60
Defendant(s)/Respondents(s) Surtax: S0.00
Consideration: 5303.100.00
CERTIFICATE OF TITLE
The undersigned clerk of the hurt certifies that a Certificate of Sale was executed and filed in this action on May
06,2013, for the property described herein and that no objections to the sale have been filed within the time
allowed for filing objections.
The following property in Miami-Dade-County, Florida:
Lot 23, Block 56, of 1V11AMI SHORES SECTION ION 2, according; to the
Plat thereof, as recorded in Plat Book 10, Page 36, of the Public
Records of Mimi-Dade County, Florida.
PKIA: Lot 23, Block 56. of MIAMI SHORES SEC.-1-ION 2, according
to the Plat thereof, as recorded in Plat Book 10, Page 37, (if the Public
Records of Miami-Dade County, Florida.
Parcel Identification Number: 1132060141040
a/k/a 597 VF, 93 ;street, Miami, Florida 31138
rn
C7
. L
was sold to: :?
SMP REAL ESTATE ADVISORY LLC
555 NE 15TH STREET r
to
SUITE 200
MIAMI, FL, 33132
WITNESS my hand and the seal of this court on May 21, 2013.
1
Book28646/Paoe1989 CFN#20130414143 Paae 1 of 2
OR SK 28646 PG 199 7
LAST PAGE
IJ
�Y
. P i
Y�CtlwtlY -�
Harvey Ruvin, Clerk of Courts
Miami-Dade County, Florida
Book28646/Paae1990 CFN#20130414143 Paae 2 of 2
Electronic Articles of Organization L13p00030080
For FILED 8:00 AM
Februar 27, 2013
Florida Limited Liability Company sec. Of Mate
stoner
Article I
The name of the Limited Liability Company is:
SMP REAL ESTATE ADVISORY LLC
Article II
The street address of the principal office of the Limited Liability Company is:
555 NE 15 STREET, SUITE 200
MIAMI, FL. US 33132
The mailing address of the Limited Liability Company is:
555 NE 15 STREET, SUITE 200
MIAMI, FL. US 33132
Article III
The purpose for which this Limited Liability Company is organized is:
ANY AND ALL LAWFUL BUSINESS.
Article IV
The name and Florida street address of the registered agent is:
NAUTILUS LEGAL SERVICES, P.A.
1444 BISCAYNE BOULEVARD
SUITE 306
MIAMI, FL. 33132
Having been named as registered agent and to accept service of process for the above stated limited
liability at the place designated in this certificate, I hereby accept the appointment as registered
a ent to act in this ca aci . I further a ee to com 1 with the rovisions of all statutes
g t3' P Y p
relating to oper and complete per mobliations y position as registered agent.
Registered Agent Signature: GABRIEL BODNER
• Article V 13000V0000AM
80
LED The name and address of managing members/managers are: February 27, 2013
Title: MGR Sec. Of State
MATHIEU ROCHETTE stoner
555 NE 15 STREET, SUITE 200
MIAMI, FL. 33132 US
Title: MGR
PASCAL NICOLAI
555 NE 15 STREET, SUITE 200
MIAMI, FL. 33132 US
Article VI
The effective date for this Limited Liability Company shall be:
02/27/2013
Signature of member or an authorized representative of a member
Electronic Signature: MATHIEU ROCHETTE
I am the member or authorized representative submitting these Articles of Organization and affirm that the
facts stated herein are true. I am aware that false information submitted in a document to the Department
of State constitutes a third degree felony as provided for in s.817.155, F.S. I understand the requirement to
Me an annual report between January 1 st and May 1 st in the calendar year following formation of the LLC
and every year thereafter to maintain "active" status.
S
5t�o'F,.s Miami Shores Village
WIN Building Department
amt 10050 N.E.2nd Avenue
j�Rte; 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 Date:
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: N I ne la, Qzc.ce;'
Property Address: IV 4`_C q s�
Roofing Permit Number: �J—
Dear Building Official:
I �1co l'a I la L certify that I am not required to retrofit the roof to wall connections of my
building because:
t 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.
❑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)
101601"iQ'I rooa4t
Signature Print Name
State of Florida
County of Dade
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 /Y day of A0 1 91LIC-STATE OF FLORIDA
Grace Maria Estevez
Commission#EE104974
BONDID�pATLANTI BoxDNc�'n,NC.
Notary Public, Sate of Florida at Large A�e
• When the Just valuation of the structure for purpose ad valorem taxation Is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994
SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revbd on 5121009
I
Property Search-Report Page 1 of 2
� • 4
MIANII-DADE COUNTY
OFFICE OF THE PROPERTY APPRAISER
PROPERTY SEARCH SUMMARY REPORT
Carlos Lopez-Caalera
Propper&Appraiser
Property Information:
Folio 11-3206-014-1040 T 1
Property Address 597 NE 93 ST
Owner Name(s) SMP REAL ESTATE ADVISORY LLC � x
Malting Address 555 NE 15 ST#200
MIAMI FL 33132 '
Primary Zone 1000 SGL FAMILY-2101-2300 SQ E }
Use Code 0101 RESIDENTIAL-SINGLE FAMILY:1 UNITj a
Beds/BathelHalf 3/2/0 '
zt�
Floors 1
Living Units 1 �; z
Ad).Sq.Footage 2,607
Lot Size 12,341.76 SOFT
7 F
Year Built 1940 c
i'-
Full Legal Description 6 53 42
MIAMI SHORES SEC 2 PB 10-37
LOT 23 BLK 56 Aerial photography 2012
LOT SIZE 96.420 X 128
COC 25151-2628 10 2006 1
Taxable Value Information:
Assessment Information:
Current Previous Previous 2
Current Previous Previous 2
Year 2013 2012 2011 Year 2013 2012 2011
Land Value $229,190 $176,457 $153,440 Exemption/ Exemption/ Exemption/
Taxable Taxable Taxable
Building Value $175,182 $198,210 $198,572 County $0/$404,372 $0/$374,667 $0/$352,012
Market Value $404,372 $374,667 $352,012
Assessed Value $404,372 $374,667 $352,012
School Board $0/$404,372 $0/$374,667 $0/$352,012
City $0/$404,372 $0/$374,667 $0/$352,012
Benefits Information:
Regional $0/$404,372 $01$374,667 $0/$352,012
Current Previous Previous 2
Benefit Type 2013 2012 2011 Sale Information:
Date Amount OR Book-Page Qualification Code
05/06/2013 $303,100 28646-1989 Financial inst or-In Lieu of
Forclosure-stated
10/01/2006 $850,000 25151-2628 2008 and prior year sales;
Qual by exam of deed
06/01/2005 $660,000 23577-4225 2008 and prior year sales;
Qual by exam of deed
09/01/2004 $570,000 22881-4457 2008 and prior year sales;
Qual by exam of deed
07/01/2004 $439,000 22519-3620 2008 and prior year sales;
Quaff by exam of dead
08/01/2003 $300,000 21606-0769 2008 and prior year sales;
Qual by exam of deed
03/01/1996 $151,000 17133-4758 2008 and prior year sales;
Qual by exam of deed
11/01/1990 $113,700 14786-2997 2008 and prior year sales;
Qual by exam of deed
04/01/1980 $68,000 10732-0979 Qua[on DOS,but significant
phy change since
Disclaimer:
The Office of the Property Appraiser and Miami-Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS
positional accuracy.No warranties,expressed or implied,are provided for data and the positional or thematic accuracy of the data herein,its use,or its interpretation.Although this
wobsite is periodically updated,this information.may not reflect the data currently on file at Miami-Dade County's systems of record.The Property Appraiser and Miami-Dade
County assumes no liability either for any errors,omissions,or inaccuracies in the information provided regardless of the cause of such or for any decision made,action taken,or
action not taken by the user in reliance upon any information provided herein.See Miami-Dade County full disclaimer and User Agreement at
http:/Avww.miamidade.gov/info/disclaimer.asp,
http://gisweb.miamidade.gov/PropertySearch/printMap.htm 10/16/2013
Miami Shores Village ,51� RFS G�
Building Department a
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204 LORIUA
Fax: (305) 756.8972
October 30, 2013
Permit No: RF13-2350
Building Critique Review
PROVIDE SECTION E TILE CALCULATIONS.
Ismael Naranjo
Building Official
Plan review is not complete, when all items above are corrected, we will do a complete
plan review.
If any sheets are voided, remove them from the plans and replace with new revised
sheets and include one set of voided sheets in the re-submittal drawings.
HIGH-VELOCITY HURRICANE ZONES
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form. ;
Secti®n E (Tile Calculations)
For Moment based tile systems,choose either Method 1 or 2.Compared the values
for M,with the values from Mr.If the Mr values are greater than or equal to the Mr
values,for each area of the roof,then the tile attachment method Is acceptable.
Method l "Moment Based Tile Calculations Per RAS 127"
(Pt:-3 ct,I x 0.2$S- -I I. )- Ma co 1�S =Mrt-I'7' Product Approval Mr AS-5 •
(P_: 6- $•( x MO.2.25;=-IMP. M$ 5�o =Mr,=2_-L_$ Product Approval M, t�5, •
Y -
=Mr3 ^3&3_5 Product Approval Mr
Method 2"Simplified Tile Calculation Per Table Below"
Required Moment of Resistance(M,)From Table Below 3 2.d product Approval Mr S
M,Required Moment Resistance'
Mean Roof Height
Roof Slope 16' 20' 26' 30' 40'
2:12 34.4 36.6 38.2 39.7 42.2
:12> 34.4 36.0 37.4 39.8
4:12 30.4 32.2 33.8 36.1 37.3
612 28.4 30.1 31.6 32.8 34.9 :
6:12 26.4 28.0 29A 30.6 32.4 :
7:12 24.4 26.9 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 tile 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 F, values, for each
area of the roof,then the tile attachment method is acceptable.
Method 3 "uplift Based Tile Calculations Per RAS 127"
w:=_J-Vii:_xcos8. = FN:
F ■
w:_)-W:_x cos B:. = F,2:
(P3:_x I:_= x w:=--)-W:-x cos B.•_= Fri: F
F •
Where to Obtain Information
-Description Symbol Where to find
Design Pressure Pl or P2 or P3 RAS 127 Table I or by an engirw'ering analysis prepared by PE based on ASCE
7 •
Mean Roof Height ll Job site
Roof Slope 0 Job Site
Aerodynamic Multiplier ), Product Approval
Restoring Moment due to Gravity M ProductApproval
Attachment Resistance Mt Product A royal ;
Required Moment Resistance M Calculated
Minimum Attachment Resistance I" Product vat
Required Uplift Resistance F Calculated
Averap Tile Weight W ProductApproval
Tile Dimensions length ProdtictApproval
w=width •
All calculations must be submitted to the Building Official at the time of ii appli cation.
r
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•
•
•
■
•
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■ i
••q•
R-1 Pja! e N1,am i h0res �
. APPROVED BY DATE
HIGH-VELOCITY HURRICANE ZONES
ZONING DEPT
BLDG DEPT "FEUE SUBJECT i 0 CCNIPU,t NCE WI FH ASTATE ANP )CC IAN i f HtA-S AND P.
_. _.._. _._ Rofda u fi9 ltion 2010
High Velodty Hurricane Zone Uniform Permit Apppeation Form.
Section A (General Information)
Master Permit No. Process No.
Contractor's Name S U n co q-rj-T Q U ' l j'ers
■ Job Address J / 3 5 J i aL S G
■ m
ROOF CATEGORY �! ®rf
• ❑ Low Slope ❑ Mechanically Fastened Tile Mo rtar/Adhesive A'> He ®1
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shake
3
Shingles
❑ Prescriptive BUR-RAS 150
ROOF TYPE
Q New Roof 2 Reroofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF)
`®
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow
scuppers and overflow drains. Include dimensions of sections and levels, clearly
Identify dimensions of elevated pressure zones and location of parapets,
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2010 FLORIDA BUILDING CODE—RESIDENTIAL
HIGH-VELOCITY HURRICANE ZONES
Florida Building Code Edition 2010
High Vekcibf Hurricane Zone Unffoml Pem*ApplicaWn Form.
: Section D (Steep Sloped Roof System)
Roof System Manufacturer: or-OS LIC
Product Approval Number: I 1•-®3 21 ®Q)
Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations):
Maximum Design Pressure
Product Approval Specific System: S.
Method of file attachment �J DJv oil
Steep Sloped Roof System Description
r
Deck Type:
s`,g
' 2 w�
ype Underiayment:
C Roof Slope: Insulation:
3 : 12
Fire Barrier:
Ridge Ventilation? Fastener Type&Spacing: p`� b'�oc ya
®c f�zcl
1t� _ dhesive Type:
_ �-S�w► ew� �as �c
■ ype Cap Sheet:
oaf Coverin
Mean Roof HeIgho 1l i b Carr *� j I'
Type&Size Drip
dge: -
' 3X3 �'�1van�ze�
a
■
■
2010 FLORIDA BUILDING CODE—RESIDENTIAL nd M
HIGH-VELOCITY HURRICANE ZONES
Florida Building Code Edition 2010
HigWelocity Hurricane Zone Uniform Roffr&APPIWWn Fo
:
Section E (Tile Cal ,sat
For Moment-basetIAs tems,choose either Meth : KM"WP a alu
for Mr?�z%ith the values from If the Mt values are g ter than or equal to t r
vafyu ;,f r each area of the roof, ir'the file attac method is acceptabi
■
Method 1 "Moment B ed TjleCa cu ons P r RAS 127'
•
(Pa: 5. x ®, = -)2. - �a�= r� e J act Appro r
(Pz=:' x _ °y�-t e `'�,, r ct Approv r S.
•
(P3.-Is '2$2= -L6.yolk- Mr n td rl° a qet App ro S •
o •
■
L Me impiifle�Tile Ca eulation er T ble Below19 C
Required Moment of R istance(Mr)From'Feeble low act
•
Mr ROV121 R 121 M en!Roo n
Mean Roof Height J •
Roof Slope 30' 4W
2:12 34.4 ffiff .8 .2 39.7 42.2
3: 34A 38.0 37.4 39.8
4:12 30. 32.2 33.8 36.1 37.3
6:12 28.4 30.1 31.6 32.8 34.9
6:12 26.4 28.0 29.4 30.6 32.4
7:12 24.4 26.9 27.1 28.2 30.0
*Must be used in conjunction with a list of m nt based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. mpared the values for F with the
values for Fr.If the F' val greater than r equal to the Fr values, for each
area of the roof,then til meat method acceptable.
d Up sed Tile Calculations Per RAS 127"
(PI: x =_ )-W_x cos B.•_= F,1
(P2: W:l x cos _� F,2: ..
F' •
(P3:_ x w:_")-W:_x cos 8.•-= Frs: F
Where to Obtain Information
Description
Symbol Where to find
Design Pressure Pt or P2 or P3 RAS 127 Table I or by an engi twi%analysis prepared by PE based on ASCE
7
Mean Roof Height H Job Site
Roof Slope B Job Site
Aerodynamic Multi lier A ProductAppmyal ;
Restoring Moment due to Orovity A4 PmductApproyal
Anachmem.Resistance Mr Product Approval
Required MowntResistimm M Calculated
Minimum Attachm t Resistance F Product Apwoval ;
Required Uplift Resistance F Calculated
Avetage TileWei t. W Pmduc4A ;
Tile Dimensions 1=length PmduetAppmval :
w=Hidth
All calculations must be submitted to the Buildig Official at the time of 't application.
r •
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44.24 2010 FLORIDA BUILDING CODE_-RESIDUMAL
. .
WOW
pro°
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section
R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally,the following items should be addressed as part of the agreement between the owner ant the
contractor.The owner's initial in the designated space indicates that the item has been explained.
1. Aesthetics-Workmanship:the workmanship provisions of Section R4402 are for the purpose of
providing that the roof system meets the wind resistance and water instruction performance standards.
Aesthetics(appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues
such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of
the agreement between the owner and the contractor.
2. h TP Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be
renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior
to removing the existing roof system).
3. Common roofs:Common roofs are those which have no visible delineation between neighboring
units(i.e.,townhouses,condominiums,etc.) In buildings with common roofs,the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing to be performed.
4. Exposed Ceiling:Exposed,open beam ceilings are where the underside of the roof decking can
be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail
penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the
appearance.�d
5. � P Ponding water:The current roof system and/or deck of the building may not drain well and may
cause water to pond(accumulate)in low-lying areas of the roof. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer.Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
original roofing system is removed.Pounding conditions should be corrected.
6. Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not
overloaded from a buildup of water.Perimetededge wall or other roof extension may block this discharge if
overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402, R4403 and R4413.
7. ,Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structure assembly(the building itself).The existing amount of attic ventilation shall not be
reduced.It may be beneficial to consider additional venting which can result in extending the service life of the el roof.
Owner/Agent's Signature Date Contractor gnatu Date
Revised on 7/9/2009 LD
MIAM MMWE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11803 SW 26 Stmt,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)313-2390 F(786)313-2399
NOTICE OF ACCEPTANCE (NOA) www.m10midadLfflW/bU1Ml"2/
We Roofing Products LLC
1575 East C.R.470
Smnterville,TL 33585
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 BNC-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. BNC
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:Malibu Concrete Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and
following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This renews NOA#06-0526.09 and consists of pages 1 through 7.
The submitted documentation was reviewed by AlexZTigera.
NOA No.:11-0321.01
c Expiration Dab: 10/05/16
• Approval Date: 05/12/11
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Catesor_v: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1.SCOPE:
This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as
manufactured by Eagle Roofing Products LLC in Sumtervllle,FL.and 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 DESCRIMON:
Manufactured by Test Product
ADOlieant Dimemiona Speclficationa Deacriution
Malibu Concrete Tile 1= 17" TAS 112 Low profile,interlocking,high pressure
w= 12 W extruded concrete roof tile equipped with
W thick three nail hole and double roll ribs. For
direct deck or battened nail-on, mortar or
adhesive set applications.
Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for
w=varies use at hips,rakes,-ridges and valley
varying thickness terminations. Manufactured for each file
profile.
NOA No.:11-0321.01
E Expiration Date: 10/OS/16
Approval Date: 05/12/11
Page 2 of 7
i
2.1 EVIDENCE SUBMITTED:
Test Anencv Test Identliler Test Name%Report Date
PRI Construction Materials PRI06178 TAS 112 08/23106
Technologies
Redland Technologies 7161-03 Static Uplift Testing Dec. 1991
Appendix III TAS 102&TAS 102(A)
Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991
Appendix II TAS 108(Nail-On)
Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993
vs.smooth shank nails
The Center for Applied 94-060B Static Uplift Testing March, 1994
Engineering,Inc. TAS 101 (Adhesive Set)
The Center for Applied 94-084 Static Uplift Testing May 1994
Engineering,Inc. TAS 101 (Mortar Set)
Redland Technologies P0631-0 I Wind Tunnel Testing July 1994
TAS 108(Mortar Set)
Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994
1994 TAS 108(Nail-On)
Professional Service 224-47099 Physical Properties Sept. 1994
Industries,Inc. TAS 112
The Center for Applied 25-7094-1 Static Uplift Testing Oct. 1994
Engineering,Inc. TAS 102
(4" Headlap,Nails,Direct Deck,New
Construction)[]
The Center for Applied 25-7094-7 Static Uplift Testing Oct. 1994
Engineering,Inc. TAS 102
(4"Headlap,Nails,Battens)
The Center for Applied 25-7094-4 Static Uplift Testing Oct. 1994
Engineering,Inc. TAS 102
(4"Headlap,Nails,Direct Deck,
Recover/Reroof)
The Center for Applied Project No.307025 Wind Driven Rain Oct. I994
Engineering,Inc. Test#MDC-76 TAS 100
The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995
Engineering,Inc. TAS 102
(2 Quik Drive Screws,Direct Deck)
The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995
Engineering,Inc. TAS 102
(2 Quik-Drive Screws,Battens)
NOA No.:ll-0321.01
Expiration Date: 10/05/16
• Approval Date: 05/12/11
Page 3 of 7
The Center for Applied 25-7214-2 Static Uplift Testing March, 1095
Engineering,Inc. 25-7214-6 TAS 102
(1 Quik-Drive Screw,Direct Deck)
(1 Quik-Drive Screw,Battens)
Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998
Testing Services 520109-2 TAS 101 Dec. 1998
Walker Engineering,Inc. Evaluation Two Patty Adhesive Set System April 1999
Calculations
Walker Engineering,Inc. Evaluation 25-7183 March 1995
Calculations
Walker Engineering,Itic. Evaluation 25-7094 February
Calculations 19%
Walker Engineering,Inc. Evaluation 25-7496 April 1996
Calculations
Walker Engineering,Inc. Evaluation 25-7584 December
Calculations 25-78046-8 1996
25-7804-4&5
25-7848-6
Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006
Walker Engineering,Inc. Calculations Restoring Moment Due to Gravity Sep.2006
3. LIMITATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set file applications,a static field uplift test in accordance with TAS
106 may required,refer to applicable building code.
33 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 Building Code Compliance 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.
NOA No.:11-0321.01
C Expiration Date: 10/05/16
Approval Date: 05112411
Page 4 of 7
4. INSTALLATION
4.1 Eagle Roofing Products LLC Malibu Concrete 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)
Tile Profile Welght-W(Ibf) Length-I(ft) Wldth-w(ft)
Malibu Tile 9.5 1 1.417 1.04
Table 2: Aerodynamic Multipliers -;L ft
Tile X(ft %(f e)
Profile Batten Application Direct Deck Application
Malibu Tile 0.305 1 0.282
Table 3: toring Moments due to Grav Ity-M ft-lb
Tile 3":12".-, 4":12" 5 13:12" 6 13:12" T':12" or
Profile
neater
Malibu Tile Battens 1,01rect ,Battens Direct Battens Direct Battens Direct Battens Direct
Deck Deck Deck Deck Deck
8.30 6.65 1 6.21 6.54 6.08 1 6.41 5.93 1 6.25 5.77 6.08
Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Nail-Gn Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (min 15132" (min. 19132"
plywood) plywood)
Malibu Tile 2-10d Ring Shank Nails 27.8 37.4 28.8
1-10d Smooth or Screw 8.8 11.8 4.1
Shank Nail
2-10d Smooth or Screw 16.4 21.9 7.1
Shank Nails
1 #8 Screw 25.8 25.8 22.9
2#8 Screw 47.1 47.1 49.1
1-10d Smooth or Screw 24.3 24.3 24.2
Shank Nail Field Clip)
1-10d Smooth or Screw 19.0 19.0 22.1
Shank Nail Eave Clip)
2-10d Smooth or Screw 35.5 35.5 34.8
Shank Nails Field Clip)
2-10d Smooth or Screw 31.9 31.9 32.2
Shank Nails Eave CIi
2-10d Ring Shank Nails 43.0 67.5 50.9
1 Inatallistion with a C No headlap and fastemers are located a min.of 2W from head of tile.
NOA No.:11-0321.01
Expiration Date: 10105/16
Approval Date: 05/12/11
Page 5 of 7
Table 6: Attachment Resistance Expressed as a Moment Mf(ft-Ibf)
for Two Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Malibu Tile Adhesive 26.1
2 See manufactures component approval for Installation requirements.
3 Flexible Products Company Tnleeond Average weight per patty 11.4 grams.
Polyfogm Prod& Inc.Average weight per patty S grams.
Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Single?!!ft Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Malibu Til® Polyfoam Pol ProTa 86.61
Poi foam Pol ProTm 45.6
4 Large pgft placement of 54grams of PolyProTm.
4 Medium paddy placement of 2 rams of Po rolm.
Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf)
for Mortar Set Systems
Tile Tile Attachment
Profile Application Resistance
Malibu Tile Mortar Set 20.60
5. LABELING:
All tiles shall bear the imprint or identifiable marking of the manufacturees name or logo (See
Detail Below} or following statement: "Miami-Dade County Product Control Approved".
-bi
EA G- LEIi�a�1
G
FLoRiDA
MALIBU CONCRETE ROOF TILE LABEI.t SUMTERVILLE.PLANT
(LOCATED ON UNDERSIDE OF TILE)
NOA No.:11-0321.01
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 6 of 7
i
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.
PROFILE DRAWING
0
MALInu CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No.:11-0321.01
peA ppp Expiration Date: 10/05/16
+ Approval Date: 05/12/11
Page 7of7
MIAMiQA►DE ;,
or
MIAAII DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Shvek Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE(NOA) www.miamidadeaw/econ
USA Inc.
150 Lyon Drive
Fernley,NV 89408
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: Polyglass Polyst ick Underlayments
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following
statement: "Miami-Dade Coup Product Control Approved",unless otherwise noted herein
County PPr
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.
TERNIINATION 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 revises NOA#11-1229.01 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
F- eeA i
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Pagel of 8
Roonm CowoNENT APPRovAL
Cateffory Roofing
Sub-Category, Underlayment
Material: SBS,APP Self-Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt
underlayment 65'8"x 3'3-3/8" waterproofing membrane,glass fiber reinforced
Manufacturing Location 60 mils thick with polyolefinic film on the upper surface for
#2 use as an underlayment for metal roofing,roof
tile,slate tiles and shingle underlayment.
Polystick IR-Xe Roll: TAS 103 and A fine granular/sand top surface self-adhering,
underlayment 65'x 3'3j/&" ASTM D 1970 APP polymer modified,fiberglass reinforced,
Manufacturing Location Or 65'x 3' bituminous sheet material for use as an
#1 60 mils thick underlayment in sloped roof assemblies.
Designed as an ice&rain shield and as a flat
roof the underlayment.
Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering,APP
underlayment 32'10"x 3'3j/8" ASTM D 1970 polymer modified, fiberglass or polyester
Manufacturing Location 100 mils thick reinforced,bituminous sheet material for use as
#1 an underlayment in sloped roof assemblies.
Designed as a a roof file underlayment.
Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self-adhering,glass-
underlayment 65'x 3'3-3/8" ASTM D 1970 fiber/polyester reinforced waterproofing
(Surface Printing) 80 mills thick membrane.Designed as a metal roofing and roof
Manufacturing Location file underlayment.
#1
Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane,
underlayment 32'10"x 3'3 3/8" ASTM D 1970 glass-fiber/polyester reinforced,with a granular
Manufacturing Location 130 mils thick surface designed for use as a tile roof
#2 underlayment.
Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self-adhering,glass-
Manufacturing Location 61'x 3'3 3/s" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane.Designed as a metal roofing and roof
file underlayment.
Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self-adhering,glass.
Manufacturing Location 61'x 3'3 3/s" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and
roof the underlayment.
NOA No.: 12-0713.02
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick TU Max Roll: TAS 103 and A rubberized asphalt self-adhering,polyester
Manufacturing Location 65'8"x 3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed
#2 60 mils thick as a a roof file underlayment.
MANUFACTURING PLANTS:
1.Hazelton,PA
2.Winter Haven,FL
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Rwort Date
Exterior Research&Design,LLC 11756.04.01-1 TAS 103 04/27/01
11756.08.01-1 ASTM D 1970 08/14/01
02202.08.05 TAS 103 08/29/05
Trinity nD P5110.08.07 TAS 103 08/29/07
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
P40390.08.12-1 TAS 103 &TAS 110 08/06/12
P40390.08.12-2 ASTM D 1623 08/07/12
P40390.10.12 ASTM D 1970 10/03/12
PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02
PUSA-005-02-01 ASTM D 4977 01/31/02
PUSA-018-02-01 ASTM D 2523 07/14/03
PUSA-035-02-01 TAS 103 09/29/06
PUSA-033-02-01 ASTM D 1970 01/12/06
PUSA-055-02-02 TAS 103 12/10/07
PUSA-083-02-01 TAS 103 06/30/08
PUSA 089-02-01 TAS 103/ASTM D4798&G155 07/06/09
Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08
RX 14E8A TAS 103/ASTM D4798&G155 11/09/09
DX23D8B TAS 103/ASTM D4798&G155 02/18/10
DX231)8A TAS 103/ASTM D4798&G155 02/18/10
NOA No.: 12-0713.02
�WIVWJ,e _ _. Eaniration Date: 09/13/16
INSTALLATION PROCEDURES:
Deck Type 1: Wood,non-insulated
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 membranes self-adhered.
Surfacing: None
1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking 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. . All 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
in of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with
strapping Y eP
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.
NOA No.: 12-0713.02
�,...O eD Expiration Date. 09113116
Approval Date. 02/14/13
Page 4 of 8
GENERAL Llawunolvs:
1. Fire classification is not part of this acceptance.
2. Polystick MTS,TU Plus,Tile Pro and Dual Pro may be used in asphaltic shingles,wood shakes and shingles,
non-structural metal roofing,roof tile systems and quarry slate roof assemblies.Polystick IR-Xe,TU,and TU
P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in
roof tile systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. The deck shall be free of
irregularities.
5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof
membrane as arecover system.
6. Polyglass Polystick membranes 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.
Exposure Limitations(days)_
MTS IR Xe TU TU Plus TU P Tile Pro Dual Pro TU Max
Winter Haven,FL. 180 180 180 180 180 180 180 90
Hazelton PA. N/A 30 30 180 N/A N/A N/A N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 9N-3 of the Florida Administrative Code.
8. In roof file application, data for the attachment resistance of roof tiles shall be as set forth in the roof file
manufacturer's Notice of Acceptance.Polystick TU,TU Plus,Tile Pro and TU Max may be used in both
adhesive set and mechanically fastened roof tile applications.Polystick IR-Xe,and Dual Pro are limited to
mechanically fastened roof file applications.Polystick MTS is limited to mechanically fastened with battens
roof file applications.Polystick TU P may be used in both adhesive set and mechanically fastened roof tile
applications with the exception of mortar set tile applications.
9. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as
follows:(See Table Below)
The Profile Polystick MTS Polystick IR Xe Polystick TU,TU Polystick TU
Plus,TU P,Tile Max
Pro
Flat Tile Prohibited without 5:12 No limitation No limitation
battens
Profiled Tile Prohibited without Prohibited No limitation No limitation
battens
The above slope limitations can be exceeded only by using battens and counter battens in accordance with the
Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens
are required for both loading and installation of tiles at all times.
NOA No.: 12-0713.02
IAMhW1DECO UViY
... Expiration Date: 09113116
Approval Date: 02/14/13
n-_-z-o o
GENERAL LIMITATIONS:(CONTENUED)
10. Care should betaken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
file directly on the underlayment.Refer to Polyglass'Tile loading detail below for loading procedure for all
underlayments except Polystick MTS which shall be loaded onto battens.
Rooting Tiles =
(6 Max Per Stack) K
r-
s
3 a- -
® t Y
12
CL
6 /
m
I
I$of Deck Pied mA6i
POLYJKKIU Ply
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product
with spec prepared roofing products.Polystick MTS, IR-Xe,TU,TU Plus,TU P,TU Max,Dual Pro and
Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,IR-Xe,
TU,TU Plus,TU P,TU Max,Dual Pro and Tile Pro as a component part of an assembly in the Notice of
Acceptance. If Polystick MTS,IR Xe,TU,TU Plus,TU P,TU Max,Dual Pro and Tile Pro is not listed,a
request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control
Department for approval provided that appropriate documentation is provided to detail compatibility of the
products,wind uplift resistance,and fire testing results.
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,
city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control
Approved"or the Miami-Dade Coun Product Control Seal as shown below.
hBAME•OBADE COUNTY
r
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.
l�EC NOA No.: 12-0713.02
Expiration Date: 09/13/16
v I
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICKMEMBRANES:
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.
2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass
Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum 1"metal disk as
required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of
12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on
the face of membrane,with the above stated nails and/or disks.The head lap membrane is to cover the area
being back-nailed(Please refer to applicable local building codes prior to installation)
3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact.
4. All fabric over fabric;and granule over granule end laps,shall have a 6"wide,uniform layer of Polyglass
Polyphis 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,
Polyglass PG500 MB Flashing Cement,applied in between the application of the lap.The use of mastic
between the laps does not apply to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass
Tile Loading Guidelines.See General Limitations#9 and#10.
6. Battens and/or Counter-battens,as required by the tile manufacturers NOA's,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 V4"/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,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.
10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass
requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are
acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits
rolling.
11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request.It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes and
PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1(800)
894-4563.
NOA No.: 12-0713.02
' E Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 7 of 8
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800)894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined
by the National Roofmg Contractors Association(NRCA).
PLEASE CHECK w rM LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
NOA No.: 12-0713.02
� 1APPRO CD Expiration Date: 09/13/16
Approval Date: 02/14/13
�51s Miami shores Village
Building Department
10050 N.E.2nd Avenue
jr 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 Shares Village Building Department Date: i //
10050 NE 2nd Ave
Miami Shores, A 33138
Re: Owner's Name: IU L C® rC4-i
Property Address: 6 q I (V 6 cl 3 57-- E � cA-yyvt S h o c-e5 L
Roofing Permit Number:
Dear Building Official:
I olealda.r VAW-00t, 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 $300,000.00. Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions
of 1994 edition of the South Florida Building Code(1994 SFBC)
4-::� 01&1-41 vw4-
Signature Print Name
State of Florida
County of Dade • • • • • • •
. .. . . . . ... .
The undersigned, being the first duly swom,deposag a;t&sijr$th'aA4/s�ie�s the owner for the above property mentioned.
Swom to and subscribed before me this /L day Qf
•
• . •
• + • • • • • NOTARY PUBLIC-STa x F,
+ •+ • . .• Grace Maria f:,,
• • W. Commission c #E�.i';�S974
Notary Public, Sate of Florida at Large
'••..,,,..,•'Expires: JtJ1.Y i5;2uk,�
••• • + • so* • • BONDED TUUATLANTIC BOIN-MG CO„INC
• When ft Just valuation of the structure for purpose of ad valorel:ia *n Is eluatte$r mote thW*$300000.00,and the building was not constructed with FBC nor a 1994
SFBC.Then you must provide a building application from a Ge ne el 0;1#aclo*Pfo%Aogf%WJPboWon Hurricane Mitigation.
Revised on 51210M