RF-16-1465 t e/
Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-259818 Permit Number: RF-5-16-1465
Scheduled Inspection Date:June 29,2016 Permit Type: Roof
Inspector: Mesa,Michel
Inspection Type: Final Roof
Owner: GRUNDER,HUGETTE Work Classification: Tile/Flat
Job Address:90 NW 110 Street
Miami Shores, FL 33168.4319 Phone Number
Parcel Number 1121360030080
Project: <NONE>
Contractor: HORACIO UNZUETA Phone:305-264-5444
Building Department Comments
RE ROOF TILES&FLAT.ALTUSA SPANISH n ct o arse Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction ❑
Needed
Re-Inspection
Fee
No Additional Inspections can be scheduled until
re-Inspection fee is paid
June 28,2016 For Inspections please call:(305)762-4949 Page 14 of 40
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4225 SW 71 Ave, Miami.FI 33155
Tel:786-398-9179 Fax:786-800-2627
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LAB CERTIFICATION #14-1215.04
SITE SPECIFIC INFORMATION
UPLIFT TEST-TAS #106
Roofing Contractor HORACIO UNZUETA Permit# RF5161465
Job Address 90 NE 110 ST,MIAMI SHORE
Owner's Name HUGUETO
Type of Tile ALTUZA Date Installed
Approximate Roof Height 12' feet Roof Pitch 3/12 Type of Access to Roof LADDER
Approximate Square Footage of Roof 13 ftz Required Testing Force 35 Lbs
Date Tested 06/28/16 Number of Tests 44 Testing Equipment F.G.E.100
Contact Name HORACIO UNZUETA Phone# 305-240-8935
LOCATION #OF TEST PASS #OF TEST FAIL
Corner 6 Tests 6 Pass Test Fail
Perimeter 14 Tests 14 Pass Test Fail
Field 17 Tests 17 Pass Test Fail
Ridge 7 Tests 7 Pass Test Fail
TOTAL 44 Tests 44 Pass Test Fail
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE
REQUIREMENTS OF DADE COUNTRY,WITH NO DEVIATIONS.THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS.THIS REPORT IT IS NOT VALID FOR INSURANCE CLAIMS.
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4224 SW 71 Ave Miami, FL 33155
Tel: 305-662-3710 Fax: 786-800-2627
al roofinsnectionggmail.com
LAB CERTIFICATION#14-1215.04
06/28/16
PERMIT. #RF5161465
90 NE 110 ST,MIAMI SHORE
T T T T T
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• Miami shores Village
B..# Building Department
10050 N.E.2nd Avenue
Miami Shores,'Florida 33138
R Tel: (305)795.2204
Fax: (305)756.8972
RE: Permit# - —14 ." 1 Lf DATE:0 b'OX Z01 C�
INSPECTION AFFIDAVIT
I . io a c,i o A -Z Lj licensed as n Contract r/Engineer/
` O o Architect,
(Print name and circte License Type) FS 468 Buildin c Or
License#: C 6-7 C 0 00 3 f�
On or about I G I did personally inspect the roof deck nailing
(Date&timma)
work at 154402W 5 i`L . 13 te -3
(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)
Signature
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. 4,
Swom to and subscribed before me this day of
Notary Public,Sate of Florida at Large s ,,,,�„ ETA
COMMISSION W 945156
a*i 1 EXPIRES:December 20,2019
e„r Wed Thru Notary Public Underwriters
`General,Bonding,Residential,or Roofing Contractors or any In tdwl certified under4 Trnalce W an Ina*ft.Include photographs of each plane of the roof with
pemdt#and address#clearly shown marked on the deck for eactr Inspection
Dnutmul nn h(1nMl14A1FM119M0
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yK�of�s y Miami Shores Village
10050 N.E.2nd Avenue NW
Miami Shores,FL 33138-0000
r �# jj jAP
F� Phone: (305)795-2204 3 i
� ��€�� •• Ex iration: 12/04/2016
Project Address Parcel Number Applicant
90 NW 110 Street 1121360030080
Miami Shores, FL 33168-4319 Block: Lot: HUGETTE GRUNDER
Owner Information Address Phone Cell
HUGETTE GRUNDER 90 NW 110 Street
MIAMI SHORES FL 33168-4319
Contractor(s) Phone Cell Phone
Valuation: $ 11,000.00
HORACIO UNZUETA 305-264-5444
�_ ___ _ _—_ Total Sq Feet: 1730
Type of Work:Re Roof Available Inspections:
Additional Info:RE ROOF TILES&FLAT.ALTUSA SPANI Inspection Type:
Classification:Residential
Up Lift Report
Scanning:3
Tin Cap
Final Roof
Tile In Progress
Roof in Progress
Renailing Affidavit
Review Roof
Cap Sheet
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
Bond Type-Contractors Bond $500.00
Invoice# RF-6-16-59947
CCF $6.60 05/26/2016 Cash $50.00 $759.86
DBPR Fee $4.13
DCA Fee $4.13 06/07/2016 Credit Card $759.86 $0.00
Education Surcharge $2.20 Bond#:3104
Permit Fee-New Roof $275.00
Scanning Fee $9.00
Technology Fee $8.80
Total: $809.86
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and at all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore,I authorize the above-named contractor to d work stated.
June 07,2016
Authorized Signature:Owner / Applicant / Contractor / Agent Date
Building Department Copy
June 07,2016 1
ux\ .
Miami Shores Village
Building Department ! MAY 2 s 2Q16
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949 --
FBC 20L( 5
BUILDING Master Permit No.
PERMIT APPLICATION Sub Permit No.
r-1 BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑EXTENSION RENEWAL
[]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION F� SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 0 �J
City: Miami Shores County, 'Miami Dade Zip: _3731413
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder):Y Phone#:
Address: q® 11 i I 10 's t
City: N1 I A H I State: -° Zip: 3 a I to
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: tZ `G(� 4 U�j 7_2�1 Phone#:
Address: 14_)2 s L cT -
City WI ( NF1 ( State: Zip:
Qualifier Name: RAc,(o A • (Jo-2'r-06-01 Phone#: 3C�T
State Certification or Registration#: Ce'-1C Ott (05 3 G Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$__L1 1 ®00, CIO Square/Linear Ft1.r�
nepootage of Work:
Type of Work: El Addition E] Alteration 1:1New Eg air/Replace ❑ Demolition
Description of Work: Q E�— R0_aF= T((--C S - f;_4+ `ir
AtTU-sA SP��tS1+
Specify color of color thru tile: ` xCOT-A
Submittal Fee$ Permit Fee$ •CA CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ 8 Training/Education Fee$ Double Fee--$
Structural Reviews$ Bond$ W° CV
TOTAL FEE NOW DUE$
(Revised02/24/2014) G
Bonding Company's Name(if applicable)
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. 1 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. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing=information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant:.As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in goad 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 ap d and a reinspection fee will be charged.
Signature 44 kc&J Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before-me this The foregoing instrument was acknowledged before me this
9 day ofH A. \ 20 �by 7-* day ofA A41 L,,t, 20 It ,by
44Qy U� &WWO c L_ .who is personally known to 401�t l N o O - o is personally known to
me or who has produced as me or who has produced U523-732f- 42-04-1 as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign:
Print:4V- 4 �- C
1 Print:
••�•� = MY COMMISSIDN FF 945156
SERGIO D.CALDERk
Seal: qty,y Seal: ; *_ pIRgS:December 20,2019
MY COMMISSION FF 096891 8omiqdThru Notary Public Undenvrflers
EXPIRES: ay 4,2018
9ende�T u Nota Public nde1W rs
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q�]APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
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RICK SCOTT,GOVERNOR
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THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO I I THE CERTIFICATE HOLDER.THIS
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IMPORTANT: If the cartificate holder Is an ADDITIONAL INSURED,the policy(tes)must have DITIONAL ISURED provisions or be endorsed.
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P' DucER SUNZ Insurance Solutions,LLC. ID: (TLR) woli Coni'.1 ,11T,ern
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CERTIFICATE HOLDER CANCELLATION
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Miami Shores Village SHOULD ANY OF THE I�, DEiIi w POLICIES BE CANCELLED BEFORE
THE EXPIRATION THEkIEOF;II NOTICE WILL BE DELIVERED IN
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Miami Shores FL 33138
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30267596 K--tet C--tiff.—t. Eathleen wiLkse 6/6/2016 5:51:11 R&1 (EDT) Page 1 of 1
Miami Shores Village
onto
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 Date:
10050 NE 2nd Ave —
Miami Shores, FI 33138 f
Re: Owner's Name:XC /7,U q t I elt e-- L-7p t�r� ryJ E'.'
Property Address: '9r2 /'Y (A) it 3.3169
Roofing Permit Number:
Dear Building Official:
6JET7-E 1Z()A10 r✓tL certify that I am not required to retrofit the roof to wall connections of my
building because:
&r/rhe 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 a South Florida Building Cade(1994 SFBC)
c -J 6,-Ajc=TIE-
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 day of
.1.I,lI
,Qty Y"tom•, SERGIO D.CALDERA
'_ MY COMMISSION 9 FF 098891
Notary Public Sate of Florida at Large a�A-T
st=fir. Q°`` EXPIRES:May 4,2018
h' Bonded Thru Notary Publ c Underwriters
• when the just valuation of the structure for purpose of ad valorem taxation Is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994
SFBC.Then you must provide a building application from a General Contractor For the Roof to wall connection Hurricane Mitigation.
Revised on 512112009
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
fil(�R ► 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:� �'-90
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: e,
Property Address: 0 11 1 // 0 S7-,
Roofing Permit Number:
Dear Building Official:
I certif that I have r ed the ro wall connections of the referenced
property as required by the Manual of Hurrica Miti ation etro is for E ' Ing Site-Built Single Family Residential
Structures as dopted by the Florida Building I sion Rul -3.047 F.A.C.
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 J-(P day of 20�
Notary Public, Sate of Florida at Large
F*,,,
SERGIO D.CALDERA{SEAL} MY coMMISSION#FFo9s691 EXPIRES:May 4,2018 Bonded Thru Notary Pubk Underwdtats
FINAL COMPLIANCE
Revised on 5/2112009
t
x
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.The owner's
initial in the designated space indicates that the item has been explained.
2. Renailing wood decks:When replacing roofing,the existing wood roof deck may have to
be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually
concealed prior to removing the existing roof system).
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.
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
s rs in accordance with the requirements of Sections 84402,R4403 and R4413.
6-�P .�J-C- - 0
Owner/Agent's Signature Date Contra igna Date
Property Address Permit Number
Revised on 7/9/2009 LD;07/01/2015;
t
ED
ROOF ASSEMGIT
NST TURES
MAY 2 0 2016
Florida Building Code 5th Edition(2014) r
P1
High-Velocity Hurricane Zone Uniform Permit Applicatio 1
. 1
1
Section A(General Information) I
Master Permit No. AA Process No.
Contractor's Name 14–O(&G10 /� ' �� —1A 1
r � N
r lr m C) � n` ( 1 c) ,5T . A4 1 A>N11 -S40(Zz S
ROOF1
G ® ° o CATEGORY
-1 Morta1
0 --I Sl pe 13MMechanically Fastened Tile W r/Adhesive Set Tiles 1
Z g s 13Metal Panel/Shingles E3Wood Shingles/Shakes
an ❑ Prescriptive BUR-RAS 150C Zin
1
n n ROOF TYPE
m 1
❑ e O Repair ❑ Maintenance Reroofing ❑ Recovering
o _< ROOF SYSTEM INFORMATION
M f Ar (SF) 41 Steep Sloped Roof AREA(SSF) l 2 ®Total(SF) 173<-3 ;
1
0 > Section B(Roof Plan) 1
W h ilf I la :Illu trots all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains. Include dimen- 1
ns nsland vals,clearly identify dimensions of elevated pressure zones and location of parapets.
1
1�4
1
T 1
14 0C X 3.3
l Z 13-2- 1
I I
2 - 12.6
1
ITO
_ 1
1
1
1
4]
1
.. .. . . 1
1
1
. .. . . . . . . .
.. . .. . ... .
... . . . . ... . .
FLORIDA BUILDING CODE—BUILDING,6th EDITION(20141 : : :•: : : : 16.37
Copytight to,or licensed by,ICC(AL;RICk?WEP31EM,aojssed j*iij>�r�Paiacfo on Jung,201510:32:12 AM pursuant to License
Agreement.No turdwr reproduction••ulkoriced. 9 0 000 0 0
i
ry
ROOF ASSEMBUES AND ROOFTOP STRUCTURES
i'
e
Flodda®ellaft Code bth Edition(2014) h'
{ High4elocity Hurricane Zone Uniform Permit Appidcai,on Farm.
{ Section C(Lave Slope Application) Top P F stenerBondin9 Matoria(:[, r
{ Fin in specific roof assembly components and Idei itify
{ manufacturer surfacing: LY 12A 0-LA4, S
{ (If a component is not used,identify as"NA') Fastener Spacing for Anchor/Base Shoot Attachment: {
System Manuf iclunsr ,A F Field: "oc @ Lap,#Rows!—r*@ T"oc {
{ j J 0 22 P 15 Perimeter. "oc @ Lap,#Rows '' Q "oc {
{ Product Approval No.: `s
{ Design Wind Pressures,From RAS 128 or Calcui�tions: r Comer: ac @ Lap,#Rows �@ `�'"oc {
Number of Fasteners Per Insui JonjBoartd:121- {
{ Field IJ?A' Perimeter_�1 Corner A {
Max.Design Pressure,fro a speafic product {
1 approval sy�tei»— 2 Illustrate Components doted and D��ttails as Applicable:
1 Woodblacking,Gutter, Ctge Tirmir tion,Stopping,Flashing, ,
{
Deck- T Coping, Cleat,Ca t Strip,base j ashing, ounterflashing, {
{ Type: 6
/i Indicate: Mean Roof Height, Parap'r�st Height, Height of Base {
{ Gauge/Thickness: 'd- Flashing, Component Material) Ma nal Thickness, Fastener
{ y q Type,Fastener Spacing orSu mit Manufacturers Details that {
{ Slope: , (Z Comply with RAS 111 and Chapter�IS. {
{ Anchor/Bass Sheet&No.of Ply(s} `I 1
{ B
{
Anchor/Base Sheet Fastener/Bonding Material: {
{ Insulation Base Layer. — 4 MY 07
1
{ S Parapet
{ Base Insulation Size and Thickness: Height {
: Base insulation Fastener/Bonding Material: P C7t.`1 LV {
{ Top Insulation Layer. {
1
{ Top insulation Size and Thickness: f man {
{ Top Insulation FastenerBonding Material: % a1 Height
5 43
{ Bass Sheet(s)&No.of Ply(s): -7 5 P L%t ff,a b iZ I PS f$A t 1.
T C
{ Ba `S s®t Fast er/Bondi M tial: •• •• EI�.� �•��Oak
M � ,
it C
{ Ply Sheets)&No.of Ply(s) PLV ' •.: '.: '•' : :! •.' �4 (?�%�
{
Ply Sheet Fastener/Bonding Matelot:
{ Top Ply WAL 4:LOPAC" CO-PSi:' • *00 0 CC
.�: %I �Z,&S% �t11
15.38 • •
•" ' FLOM*111I31tD140 CQDE'--Big ILMGi,5th EDITION(2014) {
ff
Copyrigla ro,or H by,ICC(AI' R14rrj ROEM);ac�csscd�b}Mia.PeU.10 t Jun&2015 303212 ABA pursuant ro U�
AgrecamN.No ft��pmduetim,e wNn�•d••• • • • •� ••
I ,
1 ADI COMM
OL
UCTION
11 05 w 26 Sinal,Room 208
DERA8TMENTOFREMIATORXAND R)E URRCU MR Mid: C+Ioricl�33175-2474
BOARD AND CODE ADPA MBTRATM D ION I T(7*3 d, 590 F(7&fji 91525.09
NOTICE Old.�CCEJ�``TAN OA ftw
CAF Jy
1361 Alps Road I
Wayne,Nd 07470
I �
SCOPE: I
This NOA is being ism under the 'cable rules and regulations gavernhng{lne use f oadon
materials.The documentation submitted has been reviewed and nompted by M -D unty ICER-
Product Control Section.to be used is i Dade County and other areas wall the Authority
having Jurisdiction(A J)
This NOA shall not be valid after the ex olration date stated below.The Mido i-0114,Product
Control Section(In Miami Dade County aadtor the ARI(in aress other than D �ty}
reserve the right to have this prodwA- or i laterial tasted for quality a ance prcntuct or
material fails to perform in the accepted numer,the manufacturer will in=th'�'expense o�,�suoh tenting
and the AW may immediately revoke,n odify,or suspend the use of such prod or 1 within their
jurisdiction. RER reserves the right to v Nolm this acceptance,if it is by ade County
Product Control Section that this produc or material fails to a:eet the req is of icable
building code.
This duct is a ''
Fm pproved d 'bed h cin,and has been"god to comply;frith d"i a' Fls� da Buik&g Code
including the High Velocity HwMCM 2 DW of the Florida Building Code,
DESC)tli.'TxON:GAF Conveasgional allt,-[1
p Roof System for Wil bis.
LABEUNC.Each unit shalt bear a f label with the mal�lfaCtaSer'g or�� �pity,stats and
fbllowing statement"Miami Dade Co Product CantrW Approved°,unless;' i� fired herein.
RENEWAL of tills NOA shall be consi red after a renewal epglic�toa has 81 1 j ? ;there has beau no
change in fire applicable building code a gatively affecting the performance of s prod'c u
TZRNUNATION of ft NOA will after the expiration dee or if there ' b 4 ion or change In
the materials,use,and/or manus of the product or prates.Misuse ofpdorsomem of aqy
Product for sales,advertising or any odu r purposes shall m toanatimny tImnin this '. �failure to comply
With any section of this NOA shall be cal so for termination gad removal of N(
ADVRRT1SENfZNT:The NOA nam II f `
by the expiration date preceded by wards 11m1-Gads, t F1ilaad foliawed
P may be ci splayed i a wwasing lite�ne. 4f auy porfi of the lJ rs la
it shall be dome in its entirety, �� P y thin
INSPECTION:A copy of this entire A shall be provided to the usman .. or its distributors
and shall This NOA be
avail le for inspeotion at job site at the request of the Buildia p
and revises NOA No. 3-0424.09 and aoa nsia of
The submitted d Fagea lglg 1 ,
ocumentatian was rev by JorL,Aube • • o •.I .
• • • . • •
• • • : :�:1 �• I
•• • • • • •I 00
'
A. lea 13-111TB,15
• • .•. + Data; lIN1>i
• • '� • �Date: 106114
• •,
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.• • a Page 1 of 16
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3 �!
APPROM ASSRMBLIIIS
Membrane Type: BUR 'r r
Deck Type U-. Wood,Insulated '? i
i
GE I� it
Deck Description: 19/32"or greatm plywood or wood plank G j
System Type A: Anchor sheet 'dally fastened,all layers of on is�het. with approved asphalt
All General and System Limitations sMB
Fire Barrier: FireOe Fire er ® �
Coatia�VensaShield Fire-Tl esnt Ralf Protection or
(optional) SecumcV Fiber Roof Board.
E
Anchor sheets G.AFM AS®#80 1 Mm"'Base Sheet,GAFCLASG ven fir'' ' ator Nailablc
Venting Base She Ruberoie 20,Ruberoie SBS H Vol th or Ruberoie Heat-
WeIC 25 basesh Det mechanically ftstened as desad belV,
Fastening Options: GAFGLAe Ply 4 G"GLAe Flex Ply 6,GAFGIt #� �e Sheet or any of above
anchor sheets a ed to deck with approvedannular shank &and tin caps at a
fastener spacing o 9"o.c.at the lap staggered and in t Orowe 12 o.c.in the field
(Maxlmuan DesiPressure-45psf.See dseneral,f i►n#��
GAFGLAe Ply 4,GAFGLASP F1exfto 6, Sheat or any of shove
anchor sheets to deck with Drill-Tec #12 Fa, er, Tec #14 Fastener and
Drill Teo 3"S 1 Plate,Drill Tec AccuTrac`s Flat or '.I-Tec"`AccuTrae
Recessed.Plate 12 o.c.in 3 rows. One row is in the 2:',si ''he other rows are equally
spaced ap "o.c.in the fie j
(M m
at Pressure-45p See Genearal =any
GAFGLAS®FI ly 6,GAFGLASP#75 Base Sheet 6, eve anchor sheets
attached to deck w"th approved a,onutar ring shank ;and tis'/ 'a at a fastener spacing of
9"O.C.at the 4"Jag stagged and in two rows 9"o.c.' 'the fi
(M raam DW! Pr"Wre-25psf.See General �#
00 t lfima7 Base Sheet,Ruberoielb 20, id°
attached to dec s I d' 3"steel plate at a
fastener suing ol 9"o.c.at the 4"lap and in two row txth a fastener spacing of
9 o.c.in the c en of the membrane.
(Maximum Desip Premre-49 ps,.See Geaaerarl etdonB s 7_ '`
GAFGLASP#75 B 3se Sheet or any of above anchor is att+ h �f to deck with Drill Tec
#12 Fastener,Drill Tec"'#14 Fastener and Drill-Tec ' 'Steel ' y Etri11-Tec AccuTrae
Fiat Ply or Drill- e c AccuTrae Recessed Plate 12' (q.a i ;`vs. Qne row is in the Z"
side lap. no othat rows are equally spared8pproxim qty 9"10.0 rLa the field of tate sheet.
(Maxum Preasure-6#ps:See General trfor #7f F
Any of above anrJu kr shae#s attached to deck approved r` 4►hanit nails and 3"
inverted DrillTec instalatioa plates at a fastener sp of 9"b. .!at the 4"lap staggered in
two rows 9"in the J leld. •• 000 • • . . L.
(M am Design Pressurs-.40p .� •
T I,
*00
••. . ••. •1 • s
• • . • °)A No.;13-10=15
• •• • • • 'I« • Ion Date: 11AWIs mp=
•• • •• • • •1 • d Date: 11/06/14
I Page 6 of 16
••• • • • • ••. • '• ii
I
i i i i•i i � 'i
•0 0•• •Y • • • •j h• I
a
'. i
I,
asteni Options: OAF IAS®#75 Sheet or any of above arrehor s ,�att he to deck with Drill-Tec
(Continued) #12 Fastener or Dr 1[Tec #�14 Fastener and 3"D rill�` 3teej Plate,Drill-Tec
AcmTrac Flat PI or Drill-Tec AccuTracP R Plate "'r !c.in 4 rows. One row is
in the 2"side lap. a other rows are equally space,ap 1 '9"o.a is the field of the
sheet.
(Mavinju na Design Pressure—7S psf.See GeneralLttn n, 7) �
One or more layers of of the following 'ons.
say !1 �.
Insulation Layer Insula on Fastenfkrs Fastener
,� cable �( 1?ensity/ft�
EnergyGuard Polyiso Insulation,KnergyC uarcr RA Polyiso Insulation,En gyGo�rd, RA Composite
Polyho insulation
Minimum I"thick NIA �
N/A
EnergyGuardm Perlite Recover Board
Minimum f"thick N/A
t N/A
EnergyGuarC Perlite Roof Insulation 1
Minimum'!"thick
j;MA iiilA
Note: All insulation shall be adhered tothdi anchor sheet in full mapping of a p t It 3 asphalt within the
EVT range and at a rate of 2040 lbs./100iterfl
Please refer to Roofing Appiic on S rd RAS 117 for
Insulation attachments Composite insula panels may be used as an to�a Tay 'pia th the polylsocyanurate
side facing down. GAIT requires either a of GAFGLAS®Stratavexrt ator �forated Venting Base
Sheet laid dry or a layer of EnergyGuardte Roof Insulation or wood r ov�I board an all
isocyanurate applications. I i
Base Shit: Optional)Install one ply of G GLASS#75 Base S ' � '��®#80111 ` 7
tares Base
Sheet,OAFOLAS®Stratavene E orated; entire 'B e Sheet,Ruberoie® f%
Smooth,Ruberoid® ,Ruberoid®SBS H Welder'S th o' raid®SBS Heat-Weld
25 directly over the top layer of insulation. Adhere wiy a mopping asphalt
applied within the and at a of 2{1-44 lbs ;(seb eral Limitation#4).
Ply Sheet: One or more plies GLASa PLY 4,C1 OLAS®Fle Ply s ht ox GAFOJG ®#80
Ultima Base Sheet irrg of approved aspltllied within the EVT
range andd at a rate 20110 Ibs.. --
Ca Sheet:
P (Optional) One pl f C3AFGIaAS®Miaerai S ' Sh '� c,AFf',LAv's
PrnerglrCapT BUR Surfaced appraved
asphalt applied wi the EVT range and at a rate of?A 40 lbs�l
Surfacing: Optional on granaor surfaced membranes;req or memptbrane&Chosen
components must applied according to mi n af' ' tion instructions. All
coatings must be listed within a current NOA.
1. Gravel or slag applied at 400 lbs./sq.and 3 'PCtively in a flood coat
Of approved asphalt at 60 lbsJsq I�?
2. Topco Surface Seal SB applied at Ito 1.11
Maximum Design
Pressure. See Foal Options. ••• '•� � � • • • ••
•;• •• ... . i Nw.13-1022.15
• •' 'llpi'r }a Date: 11104/18
•' • • • i•• • • iFill
'l� l Date® 11106114
•• ••
' Page 7 of 16
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i 1t1
WOOD
WOOD DECK SYSTEMLTATIO :
I A alig sit is required with ti Ply 4 arut 0APGfLASo Plea P1y"'6 w as henicaTly fastened
base or anchor sheet.
2. Minimum%"DensDcok�"Roofl Or%*Type X gypsum board is aoceptab i'to be�11ed directly over the
wood deck.
I
GENERAL LIIY[ITA17[Omm c
1. Fits classification is not
PW of this&CM PWaM tete to a current Approved fag � Dkeetoly for am
ratings of this product,
2. !urination may be installed in saultiple h YOM The first layer shalt be attached oom s with Product Cattrul
Approval guidelines, All other
layers ab ill,be adhered in n£ilii mopping of a ved�� ��applied within the
HVT range and at a rate of 2D-40 lbs./sq.,or mechanically attached using the a of the top layer
3. AShallll standard panel sim mam. acceptableaenchenical attachment When appfi in ap�rs d asphalt,,panel size
4. An overlay and/or recovery turd insula on panel is zegtzlrcd on all application"aver c' ,call foam insulations
when the base sheat is telly mopped.If recovery board Is used the base sheel ap 'lied using spot
WOPPJDg with appaurved asphalf4i,12" circles,24"ox.;or strip UmjopVpWW -ri i three
each sidelap and one down the sir of s alto rows,orVa at
strips�not a conttnuoua,area o '''Bneit� a
able.A 6"break shall placed evmy l2t in each ribbon to a w 'Won. Asphalt
application of either syStean Shall be ata Dinimum late of 12 lbsAq. Notm s t atta shall be
limped to a maxWmm design Pressure of 45 psf. 1,
I Fastener spacing for insulation Uttachum f is based on a
tested in compliance with Testing Applic ition Standard TAS 105. If the For= F'} °'Zine of 275 lbf,,as
275 IM.Insulation attachment shaft not accep�bla £ duo'fi d-tasted,are ba[ow
6. Fastener spacing r xz hanitsal of andwdbase sheet or a 'ftacl>sn t' based on a mit
fuer mslstanca value In conjunction 'th the maximum design
iiastesaer resistance be tem than that value listed a; syslmz►- Should the
regri as determined by the Building O ial,a c fhstener
Prepared.signed and sealed by a Florida T'rofbssiaataL Engin ,Ragya Bred or Wstemd
Roof Consultant my be submitted. Said revised iiastener
Wmax from Tom' shall utili t>Y resistance value
Testing Application Stns TAS 10S and calculations lu comptis0gs witfa ting
Standard RAS 117.
7. Padmeter and corner areas shalt coranaIy Ift the enhanced uplift pressure req is
ie areas. Fier
densities shall be increased for both mi
and base sleet as calculated in rv�t P
StaApplication
RAS 117.Calculations signed and scaled by a Florida I'roSs cep
>i egistared Architect,or Roof renitent(When this Umdutlon its Eag� •
Muln
H*NOA,General LWtat@on not be nppllcahIe.) refexred
8. All attachment and sung ofperlmter 'eM metal �.
Rooting Application Standard RAS i d 1 andtc�thashIn9 ttos qpS shat1 conform to
9. TU maximum dost applicable wind load avairemments,.'
pressure limitatls listed shatl be applicable to all roof
P��and was}.ATelther rational vats,�r ext(Apolatlon shall be 'ttedaaced fastening at
aaJmtacad pressure zones(ie,p� nded corners and corners}.{Wh lis E is spealflcally
a €cam within this ®A,Goueral tion ?wffi not be alSlalTilm,)
l0 AU Products listed herein sill have a mance aadit In accordacaca e
Ruta 61020-3 of the Florida ' e Code. ESS Code and
END 0 THESA
• :.: +'
.. ... .. .• ir.
0 341u.:13-Itt�Z.SS
• ... . ... .E�►�sa t1/g4118
0 • • . • •� qp ra _ IJates 11AW14
• •,• ; page 16 of 16
I � n
1eJstJ.141,Jtav-D.ervasaag w,ytaaaaeaa �II �'j '��
t7m use of 008tsa tmdrx eBep of tfra tib At 8 ca rsyrdtt� meats ?rtes a irk
9rt loan tnta9TnBn Iatlon ceslaa c roofaerk8. 'I
ztrt of Polya4--hrsuOl M board babrem mW 'M ado.tbkk Padua mrd mW domwor ( {
PaQarJPdvs4mwo rtita7 is s mum ammown fir braid to an mavft
x. m wctte t x"p°' ra�cmre nn4 ,na env a
VVA*ll'Perma Mop">nay tm Ofted vft any of the 'Agf a%PatSysmo with Not itooft
*QAfMAM#80 Pre r&m am Shoe my be mm d M I ny of ttta r000tt spbgm
SAS@ P14at Pty 8°md ur*. t e uura•Me lily 4'Ke SultdlNe Wtmwtu tO WGLAM lily 6% l f
'GUT"PM= to Rewwer eaaW My em toad In ffft of ww Pare moftuft M ow of the t roti
U#k=OMWL"kWWBted,any of the"Asph t FC%ViaMS vw tt Not R"ft ASPhatt°may be Mufsead w �i i P'at 2w t0 3 itt8-
9
or
'RMOrmd@A thtet Smooth•may be orad as an ip PSmooth°•r 20.
°Roharotd®Map STMDitI 1.7 Wray be trued a5 an shomte to tdPP&T►wolb°
trot r wbv aspmk for ease with organkwd qa w 1064T awdtw bft'tmM uwAftaum
°RutHot weta•sss9
rtumr+bretsa may be to ate,of°Ruberoldm ptap 568 nsodects In any apt�te Gt:�
Class A
1.ttecda 6.35/32
1 $
Imlatim toptt"Wh-+cat or more T or wood Mwt or ole ss lir or
Patalp*lwty nurata sornpoaktte orParNtel composite orwood liber �p ;1oHt 1 thrctcoess
— or Or
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2.Dodo 6-15I9a 1s ll®r 2
ZR4YTathlOi(oPttortal�i s Ow or awe lave B or Wg0{T RbBr W 4um"war ��w w
p�— or mwe ON"row W or i'tY ar or Pi1'{; a°or •am wdmss.
E "GAPSASS 10
aer9VCop TM 8{lR + $off TSP gheBE'ar'79f-T4y®Mkmlcapo
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p (�nal?t—One or rye 1
urethane OAVo�,wad `4D� ,eta fmw, 4 ko�sa�ytutwate
t'ty Mae"—Twp Or more P TM Gi :'7rt-PIy cdnv�,Phe 2-Ur. um
Cap Shaeb--Dna PIY'TM 03^GApa RS® or le4FGLAM M1'
&wO9yCeP'"WA Mineral Surfaced �Sheet'w"Tr
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SBP shaft t:ntl*Ml —Red roa&t p*er, to duk �
isme eiteat4"�T �M wed 1 Abercetas a ,) m o► 1r'fad 4mttt
TdY ftp$ Sam Shoe"orl'm- ly87S tTt+sa Sim"t
my Siteett.�Oft or fora PesTypa m + s M ��•'
Cap Sbastr-�one [ypa @3 &FIfrfaced caP oar®1r ftr s Q'r or
l�101iDt p'°'9UR 5ur�ccd Pim Mhum Ca I '
Stui�td'gD Cai'flot�')'«•°roarw►Y� °°^ayp at t,s Z-gSvtao A . . . ..
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ROOF A WkES AND ROOFTOP STRUCTURES
Florida Building code 5th Edition(lou)
high-Velocity Hurricane Zone Uniform Permit Application Oona'; 1
Section D(Steep Sloped Roof System) 1
'\ 1
Roof System Manufacturer. t,L.:�. `-' , CIF 1
Notice of Acceptance Number. K " ®(v05. 0.2- 1
Ca
Minimum Design Wind Pressures,If A plicabye(From RAS 927 or Calculations}: !
PI: o t P1: —141 l P9: &0 !
i
F.� 1
Deck Type:
in !
Type Unrerlayment
RooSlope: !
12 f�
Insulation:
is
!
Fire Barrier: Pik,
Ridge V�� aDon? Fastener Type&Spacing: °e
Adhesive Type: ..¢
!
Type Cap Sheet: ,' 1
Mean Roof Height: ll_l_7 Roof Covering: P,&f„j f',14 ` 1
� 1
Type&Size Drip i" op (w6&
Edge: b� !
i�
I YI
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FLORIDA BUILDING CODE—BUILDING,M EDITION(99V)• ;'
• • • R�„.,� 16.39
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ROOF ASSEABUES AND ROOFTOP STRUCTURES
e Florld$Building Code 5th Edition(2014)
1 High-Velocity Hurricane Zone Uniform Permit Application Forret
1
1 Section E(Tile Calculations)
1 For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with I I from M.If the M,values
1 are greater than or equal to the Mr values.for each area of the roof,than the fills attachment acceptable.
1 MAthod 1 `Ment Based Tile Calculations Per RAS 127"
1 (P1:3 z����jBj=f2•L -Mg:4/-3=M -7l 10 t Product Approval lUl,
1 (P2�IxX � 2t. Mg:4�-V6--M�7c,0 Product Ap
proyal
Mg:4,63=M,, 6,Bp Product Approval M,_2 I'
Method 2'�impiilied Tile Calculations Per Table Below"
1 Required Moment of Resistance(Mr)From Table Below Product Approval M,
1 ,required Moment Resistance"
1 Mean Roof Height
1 Roof Slope 15' 20' 25' 30' �a 40'
1 2:12 34.4 36.5 38.2 39.7 �11 42.2
1 3:12 32.2 34.4 36.0 37.4 1 39.8
1 4:12 30.4 32.2 33.8 135.1 '' 37.3
1 5:12 28.4 30.1 31.6 132.8 34.9
1 6:12 26.4 28.0 29.4 30.5 32.4
1 7:12 24.4 25.9 27.1 28.2 � � 30.0
1 "Must be used in conjunction with a list of moment based file systems endorsed by the BrowEtrd G�ounty Board of Rules and
1 Appeals.
1 For Uplift based file systems use Method 3.Compared the values for F with the values for Fr. if the F values are greater than or
1 equal to the Fr values,for each area of the roof, hen the the attachment method is acceptable.
1
Method 3"uplift Based Tile Calculations Per RAS 127"
1 (P1:,x L =,x w:_ -W: _x Cos 8 =F,, Product Approval F +
1 = =_)-W.
(P2:_x L _x w: x cos 9 =F2_ Product Approval F"
1 (P3: x L =_x W.__)-W: I x cos 8 =F, Product Approval F'i
1 ' '
i
1 Where to Obtain Information
1 Description Symbol W�herf,to find
1 Design Pressure Pi or RAS 127 Table 1 or ai engineering analysis pre-
P2 or P3 pared by PE abased�n E 7
1 Mean Roof Height H Job Sites
1
Roof Slope @ Job Site
1 Aerodynamic Multiplier x Product al
1 Restoring Moment due to Gravity M9 Product App
Attachment
1 Attachment Reslstance M, Product Approval
1 Required Moment Resistance M® Cacele
1 Minimum Attachment Resistance P • •• p
1 Required Uplift ResistanceFr • .• • Cad , ;�•
1 Average Tile Weight W productAPProval
,
1 Tile Dimensions L =length.W;Arpth PRVjJct al ,
1 All calculations must be submitted to the building,official a the firle o aP ilcagort,, ;
18.40 FCOgl*gV8pIV0 CgDE 131J)LDING,sth EDrnoN(204)
NUARIMM11 r Agreement No yrisk to, � aICCan „ti ll �RESEVA ):eaaeniy 6lrear Patrcio or��Jnn S.�3S ltk3 12 A(VQ csaant to license
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000 0 0 0 000 0 0
MIAMI-DADE COUNTY
MIAMI D;A►DE 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/economy
Sulacer USA,Inc.
6801 NW 77 Avenue,Suite#302
Miami,FL 33166
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: Volcan by Altusa Spanish"S"Clay Roof 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 pro ii,&J tp the. user 41h jUanufacturer or its distributors and
shall be available for inspection at the job site at the reque%t of tl a$tul&ni!f CLI.
• : : • . .
This renews and revises NOA No. 12-1203.06 consists of pages T through 7.• � `•
The submitted documentation was reviewed by Juan E. Collao,R.A.
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NOA No.: 14-0605.02
MIQMWA4DE COUNTY
• • Expiration Date: 08/26/19
• • • ••. Approval Date: 08/28/14
• • Page 1 of 7
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ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-Category: Roofing Tiles
Material: Clay
Deck Type: Wood
1. SCOPE
This approves a roofing system using Volcan by Altusa Spanish "S" Clay Roof Tile as manufactured by Sulacer,
S.A. de C.V and distributed by Sulacer USA, Inc., 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 Test Product
Applicant Dimensions Specifications Description
Volcan by Altusa Spanish Length: 19.5" ASTM C 1167 High profile, one-piece, `S' shaped single roll clay
"S"Clay Roof Tile Width: 10.5" tile with a nominal 2-'/z inch headlap. For direct
Height: 3.2" deck nail-on,mortar set,or adhesive set
Thickness: 0.46" applications.
Trim Pieces Length: varies TAS 112 Accessory trim, clay roof pieces for use at hips,
Width: varies rakes,ridges and valley terminations.
varying thickness Manufactured for each tile profile.
2.1. MANUFACTURING LOCATION
1. Pimienta,Cortes,Honduras
2.2. EVIDENCE SUBMITTED
Test Aaencv Test Identifier Test Name/Report Date
American Test Lab of South RT0426.02-11 ASTM C 1167 05/07/11
Florida
American Test Lab of South RT0620.02-11 Static Uplift Testing 06/27/11
Florida TAS 101
American Test Lab of South RT0712.03-13 ASTM C 1167 07/19/13
Florida
American Test Lab of South RT0714.03-14 ASTM C 1167 07/29/14
Florida
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American Test Lab of South RT0813.01-14 �„ :]*AelvdXnamicMultiplier 08/13/14
Florida Restoring Moments Calculations
IBA Consultants, Inc. 2397-116 . ...• . ..:ASTM C 1167 06/28/07
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NOA No.: 14-0605.02
MIAM•DADE COUE122060411NTY Expiration Date: 08/26/19
•.• . • • ••.:0: Approval Date: 08/28/14
:. .: :.'•: Page 2 of 7
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The Center for Applied 94-083 Static Uplift Testing April 1994
Engineering, Inc. TAS 101 (Adhesive Set)
The Center for Applied 94-084 Static Uplift Testing May 1994
Engineering,Inc. TAS 101 (Mortar Set)
The Center for Applied 25-7200-1 Static Uplift Testing Feb. 1995
Engineering, Inc. TAS 102
(Quick-Drive Screws, Battens)
The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994
Engineering,Inc. Test#MDC-78 TAS 100
Celotex Corporation Testing MTS 520649 TAS 102(A) May 2000
PRI Asphalt Technology,Inc. CLF-003-02-01 TAS 102 October 2001
Redland Technologies 7161-03;Appendix III TAS 102 Dec. 1991
Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991
Appendix II TAS 108(Nail-On)
Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994
1994 TAS 108 (Nail-On)
Redland Technologies P0631-01 Wind Tunnel Testing July 1994
TAS 108(Mortar Set)
Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993
screw vs. smooth shank nails
Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999
Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995
Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996
Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996
Walker Engineering, Inc. Evaluation Calculations 25-7584 December 1996
25-7804b-8
25-7804-4&5
25-7848-6
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NOA No.: 14-0605.02
rauvaIL aQe c lW Expiration Date: 08/26/19
... . . Approval Date: 08/28/14
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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 W. 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 61 G20-3 of the Florida Administrative Code.
3.8 May be installed on slopes 7:12 and greater.
4. INSTALLATION
4.1 Volcan by Altusa Spanish `S' Clay 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 )
Tile Profile Weight-W (Ibf) Length-I (ft) Width-w (ft)
Volcan by Altusa Spanish 'S' 6.3 1.625 0.875
,Clay Roof Tile
Table 2: Aerodynamic Multipliers -A(ft)
Tile A(ft )
Profile Batten Application Direct)Teck A -plica Ion
Volcan by Altusa Spanish 'S' Clay Roof Tile 0.289 0.313
Table 3: Restoring Moments due to Gravity - Mg (ft-lbf)
2"• 12" 3"• 12" 4"• 12" 5"• 12" 611: 12" 7": 12" or
reater
Batten Direct Batten Direct Batten Direct Batten Direct Batten Direct Batten Direct
Deck eck Deck Deck Deck Deck
4.67 4.69 4.60 4.63 4.51 4.55 1 4.39 4.44 4.26 4.32 4.12-1 4.18
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NOA No.: 14-0605.02
CMAMMMEC00UNTY Expiration Date: 08/26/19
:. Approval Date: 08/28/14
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Page 4 of 7
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Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-lbf)
for Mec anically Attached S stems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (Min 15/32" plywood) (Min. 19/32"
plywood)
Volcan by 2-10d Ring Shank Nails 28.6 41.2 19.4
Altusa 1-10d Smooth or Screw 5.1 6.8 2.8
Spanish 'S' Shank Nail
Clay Roof Tile 2-10d Smooth or Screw 6.9 9.2 7.3
Shank Nails
1 48 Screw 20.7 20.7 N/A
2 48 Screws 58.2 58.2 29.8
1-10d Smooth or Screw 23.1 23.1 19.0
Shank Nail Field Clip)
1-10d Smooth or Screw 29.3 29.3 24.0
Shank Nail Eave Clip)
2-10d Smooth or Screw 27.6 27.6 38.6
Shank Nails Field Clip)
2-10d Smooth or Screw 38.1 38.1 41.8
Shank Nails Eave Clip)
Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf)
for Two Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Reefstance
Volcan by Altusa
Spanish 'S' Clay Roof Adhesive 29.3 s
Tile
2 See manufacturer's component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 10.7 grams.
3MTm 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf)
for Single Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Volcan by Altusa 3MI'm 2-Component Foam Roof Tile Adhesive AH-160 66.5 4
Spanish 'S' Clay Roof 3M T'" 2-Component Foam Roof Tile Adhesive AH-160 1 46.86 5
Tile 31VITM 2-Component Foam Roof Tile Adhesive AH-160 1 38.7 s
4 Large paddy placement of 63 grams of 3MTm 2-Component Foam Roof Tile Adhesive AH-160
5 Medium paddy placement of 37.7 grams of 3MTm 2-Com vent Foam Roof Tile Adhesive AH-160
6 Medium paddy placement of 24 grams of 3MTm 2-Comaonent fota F;ogF$ili F:dhesive AH-160
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NOA No.: 14-0605.02
MIAMI•DADE COUNTY Expiration Date: 08/26/19
• • Approval Date: 08/28/14
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Page 5of7
Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf)
for Mortar Set Systems
Tile Tile Attachment
Profile Application Resistance
Volcan by Altusa Spanish 'S' Clay Mortar Set 24.50
Roof Tile
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following
statement: "Miami-Dade County Product Control Approved".
VOLCAN MADE IN HONDURAS
LABEL FOR VOLCAN SPANISH"S"TILE
(LOCATED ON THE UNDERSIDE OF THE 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.
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NOA No.: 14-0605.02
MIAMaDADE COUPfTY Expiration Date: 08/26/19
IIII,� ••. { . . • .{{ •
Approval Date: 08/28/14
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PROFILE DRAWING
°a a
VOLCAN BY ALTUSA,SPANISH"S"CLAY ROOF TILE
END OF THIS ACCEPTANCE
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NOA No.: 14-0605.02
MIAMIOADE COUNTY Expiration Date: 08/26/19
• Approval Date: 08/28/14
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