ROOFINGDate
Type Insp'n
Permit No.
Name
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204 1
Building Inspection Request
Address
Company
Phone #
Inspection Date
Approved
Correction
Re- Insp'n Fee
--Ek;
sp0s °/go
3V6 93 Je-
Building Inspection Request
. „
Date
/.
Type Insp'n
Permit No. v
Name
A •.
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT (
v-
305-795-2204
Correction Li
Re-Insp'n Fee
) f
Address
i• , _ ,s,
Company /
Phone # /
Inspection Date
Approved
7-
AMI SHORES VILLAGE
C Y I BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date .
Type Insp'n 4 n ' CC \9
Permit No. 605 U6
Name
Address 3 E q `�
Company cc hC.1 C �V �
Phone #
Inspection Date
Approved
Correction
Re- Insp'n Fee
FAe ,e p ,
( Fr- .L4 -- e
Sig
Da
PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY
(OWNER TO RETAIN COPY)
Date - -(; Address 3 LIE
j.r Folio /LL7 2 /, , / t /
7 Legal Descriptionj4 ",c �/ � � q S ( / Master Permit # ,� � �
Owner / Lessee / Tenant // j W / , ti I / ) 79- R 4-
Owner's Address 3 g Phone A- D S- 5?
Contracting Co. 14/ `j 9 zZ,0 I+iSU r s c A;,L'a T .
Qualifier C.4/(: �(i
State# (_)"3 '
WORK DESCRIPTION
Square Ft.
/,, J
My Commission
* *
PERMIT FEE:
Notar as to Owner and /off Co>do President
Et% SS# . Phone
Competency #
Owner.or Condo Pres.
s7
cr Z
•
Expires: of FLORIDA: *NOTARY WBUC, sr
MT COMMISSION £XPPIIRES C ND*w *ne *
g9:
A Fire
•
Mechanical Plumbing
Ins:Co.
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Address
Permit Type (circle one BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN
¢.,^,'r F d ri CPS . d
Estimated Cost il b
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO
DO SO 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).
Application is hereby made to obtain a permit to do work and installation as indicated above, and
on the attached addendum (if applicable). I certify that all work will be performed to meet the
standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work
will be done n compliance with all applicable laws regulating construction and
Furthermore, I authorize the above -named contractor to do the work stat
may_
3D . p v e r Zoning Buildin j
actor or Owner- Builder
Electrical
Engineering
zoning.
Not y as to Contr ctor or Owner - Builder
* * *
My Commission Expires:
"1,
MITA IS UC, EI R or O CI*. b
. ONo o TT MO ARY PUSU C1L1.
Other
Owner's Name and Address
STATE OF FLORIDA, t
COUNTY OF DADE. j
Disapproved
(Signed) G €-:- ' -- - --t
ss.
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
C, A. Hansen,
Street and Number where work is to be done
Registered Architect and /or Engineer
Name and address of licensed contractor
Location and legal description of lot to be built on:
Lot Block Subdivision.
I hereby submit all the plans and specifications for said
be sent to
Building Inspector
l 'he Cornell Co. 4100 N. W. 28th St.
346 N. E. 93rd St.
The undersigned applicant for this building permit does hereby certify that
of labor under the Florida Workmen's Compensation Act, being Section 5966,
and has complied with the provisions thereof, and will require similar compli
in the work to be performed under this permit; and will post or cause to be
or notices as are required by the Act. The undersigned agrees to employ o
Date
PLANNING BOARD DATE
November 25, 1960
,19
No 346 Street N. E. 93rd St.
State work to be done and purpose of building (by floors) Tear off & replaee with 1 felt tintagged
to specification 1 - 90# slate mopped on Red cement barrel tile.
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation Roof Covering
Estimated Total cost of improvements $ 1 , 052 Amount of Permit $ 6..00 20i sqS.
Zone cubage required _Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor ,
building. All notices with reference to the building and its construction may
he understands and accepts his obligations as an employer
mpiled General Laws of Florida, Permanent Supkdement,
e from all contractors o sub - contra- ors employed by him
ted for inspection on t site o - !ork such public notice
eh subcontractors, ''or to J performed under thjs
Permit, as are licensed by Miami Shores Village.
Remarks (Signed)
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No dam" l `/ Date 77 e — �' ° Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires
Chairman
Member
Member
Council Approved Date
NOTE: A charge of $1.00 will be made for making corrections
the Planning Board.
A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
Member
Member
Member
Disapproved Date
or changes to this application after approval has hecn obtained from
a
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations o;• the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Owner's Name and Address. ° t7M 4 s y ? ml att.
Date 4/15/55 , 19
No Street
Registered Architect and /or Engineer.': ro T_ o n.l '„C'^ s Conti - ct,o'
+_ Roof i_nrs ^,�+6 Til_e Co Tnc • G.30 N. 1 J 79th St • , City
Name and address of licensed contractor �� -'° 7, •• p s o
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done
State work to be done and purpose of building (by floors)
and for no other purpose.
New Building Remodeling. Addition 7 Repairs No. of Stories
To be constructed of Kind of foundation Roof Covering bit) t ? !1)
Estimated Total cost of improvements $ 00-00 Amount of Permit $ 5,00
Zone cubage required _Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors on work Wipe erfformed .,order this
permit, as are licensed by Miami Shores Village. !'+� Y?c o 1 no' a. 't' .e un rc •
Remarks. (Signed) C
STATE OF FLORIDA,
COUNTY OF DADE. J Ss.
Before rne, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No Date f: __: ' Read, Sworn to and Subscribed before me.
Disapproved Date
Notary Public, State of Florida
(Signed)
Building Inspector My Commission Expires
PLANNING BOARD DATE
Chairman Member
Member Member
Member ....... Member
Council Approved Date Disapproved Date
NGTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
•
•
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 2/25/2005
Applicant: HATSUSE
Owner: TAKARADA
JOB ADDRESS: 346 NE 93
Contractor ROOFS BY CHERRY
Local Phone: 305 - 653 -8542
Parcel # 1132060136330
Signed:
Building Permit
Permit Number: BP2005 -186
TAKARADA
HATSUSE
ST
Contractor's Address: 3901 SW 40 AVE
Page 1 of 1
Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 W1/2 LOT 5 & LOTS 6 & 7 BLK 47 LOT SIZE
Fees: Description Amount
FEE2005 -2508 Building Fee $325.00
FEE2005 -2509 CCF $9.00
FEE2005 -2510 Training and Education Fee $3.00
FEE2005 -2511 Technology Fee $8.13
FEE2005 -2512 Scanning Fee $21.00
FEE2005 -2513 Submittal Fee ($50.00)
Total Fees: $316.13
Total Fees: $316.13
Total Receipts: $0.00
Permit Status: APPROVED Permit Expiration: 8/6/2005 Construction Value: $14,100.00
Work: RE -ROOF
(INSPECTOR)
tae PNB
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 responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY:
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle): Building Electrical Plumbing Mechanical oofin
Owner's Name (Fee Simple Titleholder) 4 f C C i /i4 A' /ZAQ 4 Phone # 3z-f 75 S F,s >
Owner's Address 39g. NI 3 37"
City Mv`l -irt State rY Zip
Tenant/Lessee Name Phone #
3 '
Job Address (where the work is being done) - IL } I /3 .
City Miami Shores Village County Miami -Dade
Is Building historically Designated YES NO
Contractor's Company Name "C AY/
Contractor's Address ...a/ ' /4G
City /5 //p4
Qualifier -7 -/eis J e'lli i1 f/
c^
$ Value of Work For this Permit �yfe' C 4 -
acieb
Code Enforcement $
Total Fee Now Due $ g (f' •
(Continued on opposite side)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204.Fagi:.(3Q5) 756.8972
•
01/1 ”, Phone # 3 :f 65..3 OCW
State
//
Structural Plan Review. $
Permit No. 81
Master Permit No.
Zip
Zip _fie: d
Architect/Engineer's Name (if applicable) Phone #
Square Footage Of Work: 33) :5/
Type of Work: ['Addition ['Alteration ['New Repair/Replace ❑ Demolition
Describe Work: /e6e142/ /!///Z 1 f/ 7Te.h l 6 /Lie <C
Submittal Fee $fl . CTO Permit Fee $ CCF $ CO /CC
Notary $ Training/Education Fee $ �. Technology Fee $
Scanning $ , 1 ; Radon $ `— Zoning Bond $
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. 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 appr ed and a reinspection fee will be charged.
Signature CA■Ott.t
Contractor
The foregoing instrument was acknowledged before me this%
day of v , 20.2S , by tab / 74/(14.64e44 , day of 5 kI , 20 or by 2 ? /.5 J elleexK
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this 2 8
NOTAV PUB A NOTARY PUBL ;.
Sign: Sign: , X1 ' / CA
Cynthea Bloch :5
Print: ,.t :( CS'II O Ctl Print: ,; ; z' �s . rnos. �, 1C)as
ii 2 j ,i ` . LOIn USslon s- 1JJI.4 /4S �„ nr►i w. rt 7 i i� .
My Commission Expires: = �: r „ oc Jae O? My Commission Expires ,n .';yr � - " 3 C4 2
/y ` \� Tbr,� y ip. ` � n �
(Certificate of Competency Holder)
State Certificate or Registration No. C e /324Par
************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY:
Chc 12/15/03 • .:
Plans Examiner
Engineer
Zoning
Certificate of Competency No.
FEB 0
SS my hand
Y RUVIi\!, CL
STATE O FLORIDA, COUNTY OF DADE
/ HE,3E9Y CERTIFY that this is a true o the
ortgrnsl i5iod .n s Tice on
WIT
HAM
B.
NOTICE OF CO ENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE ME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO. I / 320 6 e 1 ceffo
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
, A D 20
d Official Seal.
RK, of Circu,t . County Co
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Legal description of property and street/address: 34 A Y, 5T /'fl ` Aeir
to r . . /3l /e /11,4m, Hc,tiets ec
2. Description of improvement: /C�i4PcO/
Print Notary's Name
My commission expires:
123.01 -52 PAGE 4 10/04
' a0CUUr ,
J / CL
:a r ii,t&i
COP
3. Owner(s) name and address: e/ /// /71/(4 /7n 0
/6 Ne 9.3 sr , z »q i oe/
1 1111 111 1111 111 1111 11 11111 11 11111 11 11111 11 111
c :1FH 2005R0101824
OR Bk 23045 Ps 06496 (1ps)
RECORDED 02/01/2005 11 :26 :30
HARVEY RUVINo CLERK OF COURT
MIAMI -DADE COUNTYP FLORIDA
LAST PAGE
Interest in property:
Name and address of fee simple titleholder:
4. Contractor's name and address: .4/5 -j e I/4 e
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address:
7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration s. to of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a.
different pe ied)
Signature of Owner
Print Owner's Name t, l h X49 /Sic . 19
Sworn to and subscribed before me this A? day of �
Notary Public C4.3. ()me i\
Prepared by A - / (0411
2O IX) — An �Zoa/�.S ,dy ce /z
Address:37 / V 4 / 441
,%o/ y" i2PL / 2/
330
_SPEY F ii
Cynthea Bach
?. •'
i c.°.� �L1II115 # DD22774 4
i . '.2Q1 jU e 30, 2307
F F . A Banded ram
Florida Building Code Edition 2002
High Velodty Runtime Zone Unlfomi Permit /4ppltcetIon Fonn.
1
Master Penult No. Process No.
Contractor's Name ROO fs " C h' "Z.7
• Job Address
*few Slope
❑ Asphaltic
Shingles
. 13
- •
11.41 5/03 PAGE? I
3 92 4,
TN-
ROOF CATEGORY
0 Mechanically Fastened Tile Mortar /Adhesive Set The
13 Metal Panel/Shingles 13 Wood Shingles/Shakes
- Are there
❑ Prescriptive BUR -RAS 150 Gas Vent Slacks ?'
Yee 0 No
ROOF TYPE lYpe: Natural U L X Cl
ew Roof KRe- Roofing ❑ Recovering 13 Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low,Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
/pro.. , l®e 73 O
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppete, overflow
scuppers and overflow drains. Include dimensions of sections and levels, clearly
Identify dimensions of elevated pressure zones and location of parapets.
0 5 .1(-1
• .
•
A
•
.„„ •
1
• .Florida Building Code Edith* 2002
Nish Veto* Hurricane Zone Uniform Permit Application Form
1
Section C (Low Sloped Roof System
F111 in Specific Roof Assembly.Components Fastener Spacing for Anchor/Base Sheet
• and Identify Manufacturer • • .
(f a component is not used, Identify as 'NA)
System Marsdaduter d' / 14.
Attachment
NOA No.: 06 /, a :5 •
Fi -.co Lap, 0 Rows tp 9 oc
Perissder 6_2 oc Lap, 0 Rows 6 .•
Coiner. oc Lap, 0 ROW;
Design VVind Pressures, From RAS 128 or Calculations:
• Posed: 5/,,,) p 6 p 3 y, N of Fasteners Per Insuln
atio
• Field P fi Perimeter A/it Comer A/ 4 ' •
• Board
Max. Design Pressure, Fp. m the Sperm NOA
System: .L.1CZ
Dedc
. • • . . .
Gaugeffhickness:
slope: rY o4)
Anchor/Base Sheet & No. of Ply(s):
et!! lasulalion Fastener/Bondio
Insulation Base Layer /t
Base Insulation ?ze and Thickness: // /9
Anchorman Sheet Fast et)prding Material:
Top Insulation Liyer: A) •
t g
, Top Insulation Size end Thidmess: A) /4
• • . .
• • , Top Insulation FasteneriSon5Werial: . •‘'
13e:e Sheet(*) & No. a Pty(e): 76 •
°a" Sli MaP11131:
,qL
/ /74/ es
Ply Sheet(s) & No. otply(s).art 137 Y Ciy
, Sheet Fastener/Bondinj •
'sr
x
.Top Ply: C4"..Ch
• s
‘' Top Ply Fastened Bondina Material: •
//D
Surfedng
Illustrate Components Noted and
DOtalls as Applicable: .
l Abodblooking, Gutter, Edge Temination,
Stripphig, Flashing, Continuous Cleat, Cant
Strip, Base Flashing, Counter- Flashkig,
Coping, Etc.
Indicates Mean Roof Height, Parapet Height,
Height of Base Flashing,. Component Material,
Material .. Thickness, Fastener Type, Fastener
Spacing or Submit Manufacturers Details that. •
Comply with RAS 111 and Chapter 16.
• •
' Pity elPoe
i liAptlilt ,Seefleird
'eei",54/•tei"
Ai2a3x3 iep t
.gfi, 4y
FT.
Parape
Mean
Roof • •
• Height
v
Roof System Manufacturer: /V� 9W OSW 4/ 77;564 .s e /'V y
Notice of Acceptance Number: O & ' //lu i 03
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1: 7 ®G P2:2'' Y7V P3: 2C)/7/7y
Maximum Design Pressure
(From thj NOA Specific System): chi
Method of tile / ) in - /6 0
1
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
1
Roof Slope:
1
n
123_01-48 5/03 PAGE 4
Section D (Steep Sloped Roof Svsteml
Steep Sloped Roof System Description
Deck Type:
ype Underlayment:
neulatlon.
Ire B
Ridge Ventilation?
'
Mein Roof Height: 2
(A s r'+r A 2.2 pipe jr
I li
at 30
s" 4--
arrier:
I �
astener Type & Spacing: I s A c gp /.,dR /sN4 «s
4 oe(nP /et",v /LIto
dhesive Type:
ype Cap Sheet.
oof Covering:
v 14
17744 exelie(49/,/givi
7 •0
Type & Size Drip
dge:
liviwie 434
r4 /�u$4 v C /may T7
2x e t 3x3 o L 6 6n
ORsP 1064.
M Required Moment Resistance*
Moan Roof Height —
Roof slops
MAE
15'
y
20'
25'
T Ire
30'
40'
322
38.0
30.4
DIY
K r:
'
�r
300.. 1
T: 1 7 1
::r:
32.8
;;a=
_
-dr,
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compared the values
for M the values from M n lithe 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 1 "Aliment Based Tile Calculations Per RAS 127"
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (M From Table Below NOA Mf
*Mast 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 F,. 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"
(P : z 1: - z w: - _) - W: z' cos o: = F NOA F
(P= : z.1: - z w• ) — W: z cos 9: = F NOA F
(P3: z1: - z w: ) —W: zcos9: = F NOA
Where to Obtain Information •
Description
Design
Mean R of li *
Roof Sipe
Aerodynamic Multiplier
Restoring Moment doe to Gravity
AtlacLmmt Resistance
Required Moment Resistance
Minimum Attadunent Resistance
Requited Uplift Redstone°
Max T W
Symbol
PI orP2 or P3
H
e
1L
Mr
ter
F
P
W
i= length
w- width
Where to find
RAS 127 Table 1 orbym engineedng analysts prepared by PB based onASCII
7
Job Site
Job Sion
NOA
NOA
NOA
Gbaiated
NOA
Calculated
NOA
NOA
All calculations most be submitted to the Building Olii ccial at the time ofpem ft application.
it
SECTION 1524
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of this section.. The provisions of (.
15 of the Florida Building Code, Building govern the mininnun 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 and the contractor. The owner's initial in the adjacent box indicates that the item has been
exrlained.
1. Aesthetics- Workmansldp: The workmanship provisions of Chapter 15 (High . Velocity Hurricane
ne) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
perfornance standards. Aesthetics (appearance) issues 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
• ad , essed as part of the agreement between the owner and the contractor.
2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
B ing Code. (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
(i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or
r should notify the occupants of adjacent units of roofing work to be performed.
tet Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
vie ed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail
penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the
op �, of maintaining this appearance.
5. Pending Water: The current roof system and/or deck of the building may not drain well and may
water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of sttirctural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Pending conditions may not be evident until-the
• 1 roofing system is removed. . Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so r diet the roof is not
ceded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
ce with the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability' to vent natural airflow through the
interior of the . structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of the
roof.
J
Contractor's i
Data Co gnature
BUILDING CODE COMPLIANCE OFFICE (DCCO)
PRODUCT CONTROL DIVISION
NO rJ E OF ACCEPTANCE (NOA)
* Alma► (USA), inc.
6801 NW 77'' Avenue
•
Miami, FL 33166
.+rrw.rrr• wi COonrti. ? Loran.
MF.Taa r)ADP. FLAG; .ER BUILUIn()
140 WEST Fl.AQLER STREET, SUITE 1603
NiLkA, FLORIDA ))1)0 -t36)
(105) 373.2901 FAX (103)3
SCOPE:
This NOA is heing issued under the applicable rules and regulations governing the use of commotion materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division end accepted
by the Board of Aulas and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority ilaving Jtlriedic ion. (AiIJ).
This NOA shall not be valid after the expiration date stated below. The Miarnt -Dade County Product Control
Division (In Mian» Dade County) and /or the All] fin areas other then Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product ur material fails to perform in
the accepted manner, the manttfacnirer will Incur the expense of such testing and the AIIJ may immediately
revoke, modify, nr suspend thc use of such product or material within their jurisdiction. BORA reservea the right
to revoke this acceptance, if it Is determined by Miamt -Dade County Product Control Division that this product or
materiel fails to meet the regt:irement. of thc applicable building code.
This product is approved as described herein, and has been designed to comply with the high Velocity 11utricatte
Zone of the Florida Building Code.
I)P-.SCRIPTiON: Alms* "S" Clay Roo( Tile
LABELING: Each unit shall boar a permanent Zabel with the manufacnucr'e name or :ogo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted ',mein.
RENEWAL of this NOA shall he considered after a renewal application tla► 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 46 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 end removal of i'OA.
ADVERTISEMENT: The NOA number preceded by the words Miarni -Dods County, Florida, and followed by
the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shell
•
be done in rte entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall he avtilable for tnt(pec*ion at the job site at the request of the Building Official.
Tnis NOA consists of pages 1 through 7.
The eubmtttcd documentation was reviewed by Frank Zuloaga, RRC
j
QUA No.; 02.111!.03
F.xplratton Date: 12/16/07
Approval Data: 12/12/02
� Page 1 or 1
10'd F'SE t `96t ''i S 1 (E 1) dll l � 311 1 ri �rl�id3 dd C I : t I 0002 qn nnH
w t 4:: II i' , .i 1tj1. •t t
•
ROOFING ASSEMBLY APPROVAL
Category:
Sub - Category:
Material:
1,
2. PRODUCT DESCRIPTION
y>i<ny getu d by Test
ADDIlcan( Qlmintlone SuccUlicatlons
Alines One Piece 'S'
Tile
Tnm Pioccs
Clip
Cap
2.I SUBMITT EVIDENCE:
Test Agency Teat Idcntltler
The Conter for Applied
Engineering, Inc.
'Do Center for Applied
Engineering, Inc.
The Centel fur Applied
Engineering, Inc,
The Center fur Applied
Engineering, Inc.
Calcite* Corporation Testing
PRI Asphalt Technology, Inc,
Redland Technologies
Roofing
Roofing Tiles
C1ey
SCQFL
This renews roofing system using Altus. One Piece S' Clay Roof 'files, as manufactured by
Almar (USA), Inc., and described in Section 2 of this Notice of Acceptance. For locations where
the pressure requirements, u dotermined 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 herein. The attachment calculations shall be done es a moment based system
LY18""
W 10.5"
!;" think noniina:
3.25 'nigh
Length: varies
Width. varies
varying thickness
L 6,.
[) re 0.125"
1. stch =2"
W
0,05" thick
94.08]
94.034
2!•/2Oo•.
'1'AS 112
Project No. 307025
Teen NMDC.78
NITS 520649
CLF.003.02.01
7161 - 03; Appendix 111
Product
lft rtI
High inutile clay roof tilt For direct deck or
batten nail -on, mostor S6t or adhesive set
applications.
1 AS 112 Accessory trim, clay roof pieces for use at
hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
PA 114 Tile clip
PA114 •
L Shaped tile clip
Tat Namc /isfport
Static Uplift Testing
PA 101 (Adhesive Set)
Sully Uplift Testlnp
PA 101 (Mortar Set)
Static Uplift Tearing
PA 102
(Qttick.Drive Screws, Battens)
Wind Driven Rain
PA 100
PA IO2(A)
PA 102
PA 102
Date
April 1994
May 1994
Feb 190!
Oct. 1994
May 1000
October 2001
Dec. 1991
NOA No.: 02- 1115.03
Expiration Date, 12/16/07
Approval Dates 12/12/02
Page 2 or 7
•
I d
Ira Alum
Redlend Technologies
Redland Technologies
Redland Technologies
R :dland Technologies
Walker Engineering. Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Pngineering, Inc.
Walker P.ngineenng, Inc.
3. LIMIITATIONS
Teat Identifier
7161-03
Appendix 11
Letter Dated Aug. 1,
1994
P0631 -01
PO402
Calculations
Evaluation. Calculaticns
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Test Name/Reno,'
Wind Tunnel Teetinq
PA 106 On)
Wind Tunnel Testing
PA IOR (Nall - On)
Wind Tunnel Testing
PA 10S (Molter Sct)
Withdrawal Resistance
Testing of screw vs. amnoth
shank nails
Aerodynamic Multiplier
25 -7183
25 -7094
25 -7496
25.7584
21- /804b -8
25- 7804.4 &
25- 7848 -6
Table 1: Average Weight (W) and DImonelons (1 x w )
Tile Profile Weight-W (Ibfl 1 Length -1 (ft)
Ore Plow 5' f to 6.9 1.52
r^.f:l'%:c+1;1'Cf=, 111 C. 1 Cf 1'
Lit!
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
March 1999
Ivlerch 1995
February 1996
April 1996
December 1996
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set the applications, a static field uplift test shall be performed in
accordance with RAS 105.
3.3 Applicant shall retain the services of a Miarni -Dado County Certified Laboratory to perform
quarterly test In accordance with TAS 112, appendix 'A'. Such testing shall be submitted to
the Building Cue,e Compliance Office for review.
1.4 Minimum undarlaymcnt shall be in compliance with the applicable Roofing Applications
Standards listed eoclion 4.1 herein.
3.5 30/90 hot mopped underlayrnent applications may be installed perpendicular to the roof mope
unless stated otherwise by the underlayment matenal manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
cornplianoo with applicable building code.
3.7 May be instilled on slopes 7:12 and greater.
4. INSTALLATION
4.1 Almar 'Altus* One Piece S' Clay Roof Tile and its components shall be installed to strict
compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120.
4,2 Data For Attachment Calculations
1
Width -w (f1)
0.875
NOA No.: 02- 1115.03
Hopkinton Date: 12/16/07
Approval Date: 12/12/02
Page 3 of 7
-41111 �I I 1 illIIH: -10 :.r.J 01 1 1 ['i11\7 on ■n►4
SO, 7_0' d
r abbe 2_ Aerodynamic Multipliers •• X (f t1
TIIe (n) X (ft l
Profile 1 Batton Application I Direct Deck Application
[nna Pinco 'S' 1 de 0 253 0.274
Table 4; . ReetorInp Moments due to Uravlty_M -lbf
Tile 1 3 ": 12" 1 4": 12" j 5 "; 12" 1 6 ": 12" 1 7": 12" or 1
_ Profile I or lees i 7C greater
Ore Piece '5'' Battens] Direct Bellene I Direct ' Stolen' Direol flat ;ens 1 5,racI B atten• - 157. - m.
tile I I Dock J 1 Dock 4 Deck I eeck_i OecK
i a 47 j 6.36. 4.40 ,_ 6.27 , 4.31 0.16 f 4.20 l 6.0 4.08 1 4.e9
Table 4: Attachment Resistance Expressed as a Moment • Mr (ft -Ibf)
for Nell•On Systems
Tile i Fastener Type Direst Dock I Direct Dock Batton;
Profile I (Min 15132" (Mtn. 19/32"
plywood) plywood)
clue Pinoe'S' ' 2.1Od Snenk.N1llle 20.6 I 41 2 19 4
T'Ie I 1•1Od Smooth or Screw 5.1 , A.A 2 8
Shenk Nell
r 2.10d Smooth or Screw 6.9 9.2 7.3
Shank Neils
1 .P8 Screw 28.7 y 28.7 i1 N/A ..
I .N9 Screws 6, _i - - - 58.2 _ 1 26,8
1.10d Smooth or Screw 23.1
5 23.1 10.0 1
Shenk Nell (Field CIIp).. 1 i
1 -10d Smooth or Screw , 29.3 20.3 24.0
Shark Neil Eave Ch
2 -10d Smooth or Screw 27.6 27.6 30 6
5nenk Nells�fleld Clip) _ _ _ _J _.__._
2.10d Smootn or screw 39.1 30. I 41.8 ,
Shank Nalle (Eave Cho) - �
1 Screw with Muss Clip (bee cIjp detail')
( Ono Piece '8' : 1 Screw with clip (et the 187.1 181.1 N/A
Tllo' head or IIIe) , (______` -_�
,Ono Piece ' S' 1 9orow with clip (el the 35 2 I 35.2 N/A
Tile' water course of life)
L - a
F. must be ,n itiii inildins l hole located nearest to the nurnp of Ina U.e.
CS► t'f✓9F l'Sb 01
[Table 5; Attachment Resistance Expressed ee a Moment M, (ft -Ibf)
_ for Two Patty Adhesive Set Systems •
� _
The Tile Appllcetlon i Minimum Attachment
Profile Roelstenco
Ono Piece S TIN Adhes've 1 20.3
2 Boo manufactures component approve for Installation requirements.
13 Flex ble Products Company 111a9ond Average wolght per pehy IC.7 prime,
( Polytoom Product, Ire. Avo►apo WO 01 per patty Ejrame.
NOA No.: 02 - 1115.03
Expiration Date: 12/16/07
Approval Date, 12/11/01
Page 4of7
J
S I S G I ' 0 i(1hd8 dd 9 l : I I CODE 9
AUG 06 2003 12:01 FR BRADCO TILE CNTR 43515
I Pro(lla
Ore Place 'S' Tile
for Mortar Sot Systems
Tile
Application
Mortar Set'
PROFILE DRAWIIGS
ONE PIECE `S' CLAY ROOF TII.e
TO 9549634353 P.05
r Table SA: Attachment Resistance expressed as a Moment - Mr (1t -Ibf)
for Single PattLAdhestve Set Systems
The �T
Tile Application ; Minimum Attachment 1
Profile Roelsta
One Piece 6' T le Polyfoarn PolyPro'" 1 08
I— Poi/foam PolyProw 38.7
r4 Laro Daddy placement of 63greni of P Pro' ".
15 Medium paddy placement ctr t ct 24grama o Poiyorot'
7 Table 58: Attachment Resistance Expressed as a Momont • MI (ft•Ibf)
Attachment —1
J
Resistance
24.50
S. LABELING
All tiles shill bear the imprint or identifiable marling of the manufacturers name or logo, or
following statement: "Mlami -Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shell be accompanied by copies, of the following:
6.1.1 This Notice of Acceptance.
6.1.2 A.ry other documents required by the Building Official or applicable building
code in order to properly evaluate the installation of thud system.
NOA No.: 02- 111$.07
Expiration Daft; 12116/07
Approval Delti 12/1701
Page Sof
AUG 06 2003 I2:02 FP PP.ADCO TILE CNTP. 43515
s
"OPANISH 0"
TILe BY Al 11111A
IrP.)
CLIP WITH ONE 11) SCREW
ATTACHCDTO DYCK
CLrP DETAI.1
2.11r' ova RLAP
r , ( COVERS PIN HOLE)
TO 9549634353 P.06
SC11PYr IN (NE INeIDE HOLE
NEAREST TO THE HUMP Of THE 7111
-
CLIP
NOA No.: 02.1115.03
Expiration Date: 11/16/07
Approval Date: 11/12/01
Page 6 of 7
AUG 06 2003 12:02 FP BPATICO TILE CHIP 43515
'CREW (Nome
cup Ohio orC1Q
•1P4UION n^
TILE BY ALMA
(rrr•)
CLIP PLACJ MENTUCTAIL
CLIP DETAILS (CON'T)
2 tar OVERLAP
ICOV!R! PIN
NOLA1
Y• �-1
•�._ 1��, �_ a ,�
END OF TIM ACCEPTANCE
!KNEW IN MIL 114E01 NAIL NOL!
NIAAIIT TO T141 HUMP Of NI TILI
//
�� - - -- DECK
TO 9549634353 P.07
. . ., 3 2 4 •
NOA No.; 02.1115.03
Eaplratton Date: 11/16/07
Approval Daft: 11/11/01
Page 7 of 7
•
llllf I 1J.1 11J1. 11. 1 till MR, :)tJZ "1•1.1 n W U II I1,
t 07/2.7/01 MON 17:08 FA1 051 578 10.12
MIAMI )A01::
P01V1 OAU PROb11CTS, 1NC.
PRODUCT CONTROL NOTICE Qlnc..:cur 'ANC/
I'ulyfoam Products, Inc.
7.100 Spring- •Stucbncr hood
Spring ,TX 71383 -1112
The cx oIstrrh lcslin); will be incurred by the m roulaclurrr.
I \I OW lO( / I•t /211t1t �.
l Iln ft1 nl I : ,u J'IUJ 1
MIAMI -DAUF. COUNTY, FLORIDA
MFTRO -DADS l I.AGt.F.R DUIt.DIN(i
OUI LDIND CODE COMPLIANCE OFF
ML 1W -DAUf: FL.AGLL'tt UUII.DING
110 wtsr r•I,AGLCR STRUT. mot; ILO
MIAMI. I I ()IttllA 13130 - ISb3
(3115) )75 -2901 FAX 005) )1S •:
('()N LICENSING ap:C17(IN
(M)S) ] 15 -2527 FAX (10S) 111 195r
CnvrkAt - roll £NPOKCI:MMrN•r nlvlslON
(305) )71.2J66 I'AX ()US) )7S.] Ur
Your application for Notice of Acceptance (NOA) of:
1'1.o Component PolyUrethl:nc t?nam Adhesive
under Chapter 8 oI'Ute ('.ode of Miami -Dade ('aunty Governing the use of Alternate Mnteriuls and Types of
Construction, and completely described herein, has bcrn recommended for acceptance by the Miami
County lluildinh C'odr Compliance Office (BCC()) under the conditions specified herein.
ll:is N( !.hall not be valid after the expiration data stated below. BC('(.) reservrs the right to secure this
product ur material Al any time from a jobsite ur ►tlAnulacturr.r's plant f01 quality control testln(►,. If ibis
product or material (ails to perform in the approved manner, BCCO may revoke., modify, or suspend the
use of such product or matrrial imrnt diatcly. BCC() reserves the right to revoke this approval, if it is
determined by BCC() that this product or material fails to meet the requirements of the South Florida
Itctilrlinls. Code.
ACCEPTANCE NO.: 4
t:Xl'IKta: OS /I °now, Raul Rodriguez
Chief Product Control Division
�.tttS.l fIIG (:( Vfl S(J "t'r SF,� APO(11Q. JA I'A(;Ls FOR syFrIFIC AN11(il;NrlsAL
CONISIIQPis
tttJ)I,)IN(. C(Pf.A.NtQ1,(:r Rpvthw COMM11 'E,E
Ibis application for PIuduct Approval has been reviewed by the UCCA and approved by the Building
('ode and Product Review Conuniticr to be used in Miami -Dada County, Horida under the conditions set
lur above.
ParotuCI CONTKOI. PIVI &ION
()U7) )7.1•2 I:AX 00S) It? 6317
1'ranclsco J. Qui,uuna. R.A.
Dilcctor
Ms.mti -Dolt: County
Iiuildior Code Compliance Office
.1.001 10(1 \1te Mpl]ict \noilte Kc•pun,.o ' ..o' pig. dot
'art n►nil ud'1 ress: pouurnrtc , O.tinnilinicodconlint.cnin • 1lo h lip. hvww.bulldin)(codnonllnc.com
•
• J002
1111 r' I U.) I UI'. 1 1 • 1 1 11 1 1 1D .)ll1 1 1.1 IA WUtt 111
07/21/01 YON 13:08 FAX 954 578 10.12
1 ' nlYfot 1 m.IPr.ducts, 1(►r ACCEPTANCE No.: 01 -n511 N
ROOFING ASSEMtIIX APPROVA1.
atr'■nCY; Rooting
Sub (::,tcenry: Rnoll ile Adhesive
A1:►fcrjrlts; Polyurt.tleine.
score
This approves t'ulyprud0 A11160 as ntanrtlactarcd by 1'ulyfuanl Products, Inc. as
dcscrihod in Section 2 of this Notice ol'Acceptance. I'or the locations where the design
prossurc requirements. as (Jr.Icr►ttined by appI .: ble building code.. does not exceed the
design ptcs:ure valnits obtained by calculations in compliance with Rooting Application
Standard RAS P7. for use with approved tlal. IOW and high profile roof tiles system using
I'olYproOD All 160. Where the nttnchnlent calculations arc done as a moment based system
for single patty placement, and as an uplift bn'tr'd system fl r double potty systems
2. t'RODU(:T DESCRIPTION
Manufactured by Test Product
Applic inl P.1n101vinnr Speciflcs)t_innie PS1shtP!tg►t
PnlyproOii AI1160 N/A PA 101 'IWn component
• polyurethane
l'oa mpt nab RTI IOU) N/A Dispensing Equipment
I'roI'acL01 30 S'. 100 N/A Uispertsing t'quipntcnt
I'nt.1'FoAIt PRODUCTS, INC.
2.1 Components or products manufar:turccl by other.:
Any Miami •(lade; County Product Control Accepted Roof 'Ilk: As:entbty having a current NOA
which list uplift resisthnec values with the use of Polypro Alt 160 roof lily adhesive.
;t.2 "Typical I'Itysic :tl Properties:
Property 1 ct
Density ASTM D 1622
Contltrocsivc 1) 1621
Slrcnrtlt
Tensile Strength
Water Absorption
Moisture Vapot
Fraos111iSsin11
1)inn'luiunal
��I;Itrllily
ASTM 1) I6 :9
ASTM I) 7117
AS I M t:')6
AS In1 I) 2 126
t' I IA Ill). :)U 1 )O :)'l( :) 1 I . U( UO
1.6 Ibs)ft.'
18 PSI P.uallcl to rise
12 PSI Perpendicular to rise
'8 I'SI parallel to rise
n OR l.bs./F12
1 I Perot / Inch
Approval Date: _Ilino 1 211(1)
Expiration Dote, May IO,2on6
Itrsttlt1
t n,07% Volume C'h.tnl{c: n -4no F., 2
a cckS
•► 6.11% Vol►unr Clr:nr 'u (r ISSQj•-
I !motility, 1 weel::
S I
I:r.cnt:Luloagn, RRC
Product Control Examiner
- r• 4
(dioo
MO' P1 03 Tut: 11 :1 b nn AUG SUPPLY 1.K WORTH
01/21/1)1 NON 13:09 FAX 95.1 518 1012 POI.FFOAM PRODUCTS, INC.
Polyfoam_ryodutgj(nc.. ACCEPTANCE No. : 01- Q521.0Z
Niue: 311r. physical properties listed above are presented as typical avrrncc values as dctctntincd by
accepted AS test metlwrls and err subject to nor,nnl u►unufaclutint variation.
l AX NU. bb 1 btib4bb f t'. 11.5 /Uti
LIMITATIONS
:1.1 ['ire classification is not p.trt nl'this acceptance. Refer to the Prepared Roof Tile
Assembly for fire rating;.
3,1 Polypro® A1 shall solely be used with Ilat, low, & high tilts profiles.
3.3 Minimum underlaymcnts shell be in compliance with the Roofing Application
Standard RAS 170.
3.4 Roof Tile manufactures a cquiring acceptance for the use of Polyproe AI roof
tile adhesive with their tile assemblies shall test in accordance with PA 101.
3.S Roof Tile manufactures acquiring acceptance for two paddy placement with the
use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in
accordance with PA 101 and with section 10.4 as modified herein.
( ) - w
f —
M5
4. INSTALLATION
4.1 Polypro® A11I60 (nay he used with any roof the assembly having a current NOA that
lists tip1111 resistance Vdl►ICS with the Use of Polypro® Alt160.
4.2 Polypro® A11160 shall bc applied in compliance with the Component Application
section and the corresponding Placement Details noted herein. The roof tile
assembly's ;idhcsive attachment with the use of Polypro0 Al.1160 shall provide
sufficient attachment resistance, expressed as an uplift based system, to meet or exceed
the upldt resistance determined in compliance with Miami -Dade County Roofing
Application Standards RAS 127. The adhesive attachment data is noted in the roof
tile assembly NOA
4.3 Polypro® Al 1160 roof tile adhesive and its components shall be installed in
accutdan:r. with Rooting Application Standard RAS 120, and Polyfoam Products, Inc.
Polyprn® AI-1160 Operating Instruction and Maintenance Booklet.
4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed
by Polyfoant Products, Inc Polyfnanl Products Inc. shall supply a list of approved
applic.ators to the authority having jurisdiction.
4.5 Calibration of the t oatnproQsl dispensing equipment is required before application of
any adheiivt . The mix ratio between the "A" component and the "13" component shall
he maintained between 1.0 1.15 (A) : I 0 (Il), The dispense tinter shall bc sit to
deliver 0.0175 to 0.15 pounds per the as determined at calibration. No outer settings
shall be approved.
4.6 Polypro® A11160 shall be applied with Foampro RTF 1000 ur ProPack ®30 & 100
dispensing equipment only.
4.7 I'ulyltrn0 A11160 shall not he exposed pernutnrntly 10 stint
3
Frarll Zulnaga, RRC
Product Control Examiner
MO04
f1f1Y r'I UJ 1LJh. 11 : 1b (111 f HU ;itJft'1.Y LK WUK1H
07!23/01 MOO 13:09 FAt 95.1 575 1042 1 PRODe(:TS, 1NC,
lyfpant r'rodnufi, Inc. ACC:F:PTAN(;E•No.: 01- 0521.0/
4.8 Tiles must he adhered in freshly applied adhesive. Tile must he set within 2 to 3
minute.% alter Polypro® A1-1160 has been dispensed
4.9 Polypro® A11160 placement and minimum patty weight shall be in accordance with
the 'Placement t)etaik' herein Each generic tile pi Wile requires rho specific placement
noted herein.
Table 1:
TilePrnfilc
t 11t�t High Profiles
l ;gh Profile (2 Piece Barrel) 111
E'1at. I.ow, Vigil Profiles u)
6 IlIIh P rofiles N3
5. I.AUF:I.1Ntt;
•
Il l
h (IX NU. bb 1 btib lbb ( 1'. U4 /Uri
Adhesive Placement For Each Ccncric 'tile Profile
Placement Single Paddy W ii:ht Two toddy Wcicht
Detail Milt. (grains) per paddy Min.
(gt ants)
'r
17 /stdt on cap and
34/en
14
N/A
N/A
N/A
All Polypro® A11160 containers shall comply with the Standard Conditions listed herein.
6. 11UILDINI: PF.RMI'T REQUIREMENTS
6.1 M required by the [lluilding Ofl'cial or applicable. Building Code in order to
properly cvaluate the installation of this system.
Frank Zulnaga. RRC
Product Control Examiner
@boos
MQY ( AA foil. 11 : 1 A (1M Alit; :i111'I'I.Y LK WUR 111
07:23/01 HON 13:10 FAX 954 578 1032
1'ol Xfnnn�rncIti f� (tic.
Nl I Rdu pla/ ctm
7 in.
Cyr C Io1W.
POLIOAH PROnUcTs,INC.
ACCEPTANCE No. : 01- 0521,02
ADHESIVE PLACEMENT DETAIL 2
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hank Zuloaga, RRC
Product Control examiner'
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01/23/01 MON 13:10 FAX 954 578 1042
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ADHESIVE PLACEMENT DETAIL 3
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POI.SPOAM PRODUCTS, INC.
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MA lX NU. atl l :Iti:) l t1:) I 1 . u 1 / UU
ACCEPTANCE No. : 01- OS21,03
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Frank 7.ulona. RRC
Product Control Examiner
I'lli i r' I ui 1 Ut'. 1 1.11) lilt Hail, :)tll't'I. Y I.II W1)I III
0'. MON 13:10 FAx 954 578 1042 P01.1'I'OAt1 PRObrc rS. INI'.
Polyfullti PrlithSts, rrtr. ACCEPTANCE No. ol- O52I.o2
Renewal of this Acceptance (approval) shall be eonsirlire:d oiler a renewal application has been filed
and the original submitted documents, including; test - supporting data, engineering documents. arc no
older than eight (11) years.
). Any and all approved producti shall be permanently labeled with the manufacturer's name, city,
siag:, and the following statement: "Miami Dade County Product Control Approval ", ur as
spec iti�ally stated in the specific conditions of this Acceptance.
'I Renewals of Acceptance will not he constd‘rcd if:
a M.o.: has been a change in the South florida Duilding (:ode affecting the evaluation of this
product and the product is not in compliance with dw code: changes.
b. The product is no longer the same product (identical) as the one originally approved.
c If the Acceptance holder has not compIi d with all the requirements of this acceptance,
including the e:nrrrct installation of the product.
d. The engineer who originally prepared, signed and scaled the required docuntt;ntation initially
suhnuttr.d, k no longer practicing the engincrring profession.
4 Any revision or change in the materials, use, and/or neunufaeuue of the product or process shall
.automatically he cause for termination of this Acceptance, onless prior written approval has byen
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5. Any of the following shall also be grounds for removal of this Acceptance'
a. Unsatisfactory performance of this product or process.
h Misuse of this Acceptance as an endorsement of any product, for salts, advertising or any
other pu rpnsca.
(,.
The Notice of Acceptance 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 Notice of
r \cceplanre is displayed. then it shall he dune in its entirely
1. A cop)' of this Accept : as well as approved drawings said other documents. sv'hcrc it applies, shall
Lc provided to the users by the manufacturer or its distributors and shall be available for inspee.tcnn at
job site at all time. Thy. Lnl;int:et nud not reseal the copies.
K 1'aihua to comply with any section of this Acceptance shall he cause for termination and removal of
Acceptance
9. This Notice of Acceptance consists of pages 1 through B.
EN[) 01 ACCF.rTANCh.
I' !IA NU. t)t)1 t)tlt)(1t):)1 I'. Uti/
'rank luloaga, RRC
Product Control Examiner
IA 002
it V�
ROOF COVERING MATERIALS (TEVT)
ROOFING SYSTEMS (TGFU) Continued
Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Potyfo
303 ", 1 in. min.
Base Coat One or two applications "Gacoflex UB- 7050", applied at 1
gal/sq/application or three applications, applied 1 -1/4 gal /sq/application
16 -32 dry mils).
urfadng: "Gacoftex UA -65" Series (various colors), applied 1 gal/sq (12
dry mils).
30. Deck: NC Incline: 1/2
Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam
303 ", 1 in. min.
Base Coat One or two applications "Gacoflex UB- 7050 ", applied at 1
gal/sq/application or three applications, applied 1 -1/4 gal/sq/application
(16 -32 dry mils).
Surfadng: "Gacoflex UA -60" Series (various colors), applied 1 gal/sq (15
dry mils).
31. Deck: NC Incline: 2
Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam
303 ", 1 in. min.
Base Coat "GacoSil S- 1000", applied at 1 gal /sq (10 dry mils).
Surfacing: "Gacoflex 5- 1000", applied at 1 gal/sq (10 dry mils).
32. Deck: NC Incline: 1
Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness.
Surfadng: "Gacoftex Ure- Shield 7007 ", 40 dry mils.
33. Deck: NC Incline: 2 -1/2
Foam: "Polyfoam 275 ", any thickness.
Base Coat "Gacoftex A- 6211 ", 1 -1/2 gal/sq (14 dry mils).
Surfadng: "Gacoflex A -6200" series (various colors), 1 -1/2 gal /sq (14
dry mils).
GAF MATERIALS CORP R1306 (N)
1361 ALPS RD, WAYNE NJ 07470
"RUBEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an
alternate to Type G2 base sheets in any of the following Classifications.
1/2 in. thick (min) gypsum board or 1/4 in. thick (min) Georgia - Pacific
"Dens - Deck®" overlayment board may be used in any existing noncombustible
deck Classification. When this is done, the resulting roofing system is
acceptable for use over combustible (15/32 in. min) roof decks. The joints in
the gypsum board and overlayment board are offset 6 in. with the joints in the
deck. If polystyrene is part of the roof system, it must be placed below the
overlayment board.
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet") is a
suitable alternate for Type Gi asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ") in the Class A, B or C roof systems indicated. below.
The roof deck may first be covered with a Type G2 asphalt glass mat base
sheet " GAFGLAS Stratavent (Vent -Ply) perforated" or " GAFGLAS Stratavent
(Vent -Ply) for nailable decks ". Perforated to be mopped and nailable to be
mechanically attached granule side down.
As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet"
or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ") may be substituted for
G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ") as the
nailed base ply in the following systems.
Bottom ply or base sheet may be solid mopped, spot mopped or mechanically
fastened.
Unless otherwise indicated, all insulations may be hot mopped or mechanically
fastened.
" GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class
A, B or C systems listed below.
When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any
other UL Classified perlite insulation.
Crushed stone or slag are suitable alternates for gravel in any of the Class A,
B or C systems listed.
Structural cement fiber building units are considered suitable to be included
as a deck in the following Class A, B or C systems listed over C -15/32 or NC.
The use of gypsum board under any of the following Class A, B or C systems
does not adversely effect the rating. The use of 1/2 in. min gypsum board is
an acceptable alternate for insulation over C -15/32 decks.
The use of polystyrene insulation board between min 3/4 in. perlite board
and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a
suitable alternate for isocyanurate board in the following Class A, B or C
systems.
"GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP
Composite A" may be substituted for any isocyanurate insulation in any of the
following Classifications.
Class A, B and C.
Hot roofing asphalt, for use with organic and glass felts or modified bitumen
membranes.
Class A
1. Deck: C -15/32 Incline: 3
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
LOOK FOR MARK ON PRODUCT
ROOF COVERING MATERIALS (TEVT) 135
ROOFING SYSTEMS (TGFU) — Continued
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Ply Sheet Three or more layers Type Gi " GAFGLAS Ply 4" or "GAFGLAS Ply
6 ", hot mopped.
Surfadng: Gravel.
2. Deck: C -15/32 Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
urethane composite, wood fiber/isocyanurate composite, phenolic, any
thickness.
Ply Sheet Three or more layers Type Gi " GAFGLAS Ply 4" or "GAFGLAS Ply
6 ".
Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet".
3. Deck: NC Incline: 2
Insulation (Optional): One or more Layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
urethane composite, wood fiber/isocyanurate composite, phenolic, 2 in.
max.
' Ply Sheet Two or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply
6 ".
Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet".
4. Deck: NC Incline: 1/2
Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped.
Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber
mat system.
5. Deck: C - 15/32 Incline: 1
Slip Sheet (Optional): Red rosin paper, nailed to deck.
Base Sheet One layer of Type G2 " GAFGLAS #75 Base Sheet" (may be
nailed).
Ply Sheet: One or more layers of Type G1 " GAFGLAS Ply 4" or GAFGLAS Ply
6 ".
Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet".
6. Deck: NC Incline: 3
Base Sheet One layer of Type G2 " GAFGLAS #75 Base Sheet".
Ply Sheet One or more Layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply
6 ".
Cap Sheet: One layer of Type G -3 " GAFGLAS Mineral Surfaced Cap Sheet ".
7. Deck: C - 15/32 Incline: 2
Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane,
perlite/isocyanurate composite, perlite /urethane composite, phenolic,
1.0 in. min (offset from plywood joints 6 in.).
Base Sheet: One or more layers of Type G3, G2 or G3.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or
"Ruberoid Mop Plus" (granule).
Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped.
8. Deck: C -15/32 Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
urethane composite, wood fiber/isocyanurate composite, phenolic, any
thickness.
Base Sheet Two or more layers of Type G2 or G3.
Ply Sheet (Optional): One or more layers of Type 61.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or
"Ruberoid Mop Plus" (granule).
Cap Sheet: " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped.
Class B
1. Deck: C -15/32 Incline: 3 -1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
urethane composite, wood fiber/isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Two or more layers of Type Gl " GAFGLAS Ply 4" or "GAFGLAS
Ply 6"
Cap Sheet: Type G3 " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped.
2. Deck: C -15/32 Incline: 3 - 1/2
Insulation (Optional): One or more Layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
urethane composite, wood fiber/isocyanurate composite, phenolic, any
thickness.
Base Sheet Two or more layers of Type 61, G2 or G3.
Membrane: One or more layers of "Ruberoid Torch" (smooth or granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or
"Ruberoid Mop Plus" (granule).
Cap Sheet: " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped.
Class C
1. Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
GAFGLAS® Specifications N- B- 4 -M /P6 and N -B -4 -M
8
GAFGLAS
Mineral Surlaend
C. Shad
!title Lap
NeIla1U Old
sheelhlnp Paper
(N molted)
Bete shed
pet blow)
CARULAS PIy
Rooting
— Asphalt
r Side Lop
SVO
North, South, and West Zones
Nallabie decks up to 6 lnches per loot slope, except for lightweight insulating
concrete decks which are limited to a maximum slope of 1" per fool. Wood,
plywood, poured gypsum, precast gypsum planks, other acceptable nailable
decks. For lightweight insulating concrete decks, see page 9.
Materials
Sheathing paper (1 ply, if required)
Base Sheet
GAFGLAS Ply (2 plies)
GAF Materials Corporation Roofing Asphalt
Interplles .
Cap Sheet
GAFGLAS Mineral Surfaced Cap Sheet (1 ply)
Approximate Weight per Square 175 - 250 lbs..
Specifications
'" General .
Design and Application Considerations detailed in this Manual shall apply in
• addition to the following recommendations and specifications.
Application of Rooting Membrane
1. Over entire surface, lay one ply of sheathing paper where applicable. Lap
each sheet 2 Inches over preceding sheet. Nail sufficiently to hold In place.
2. Starting at the low point of the roof, lay one ply of Base Sheet, lapping each
sheet 2 Inches at edges and not less than 6 Inches at end laps. Nail along lap
of base ply at Intervals not to exceed 9 inches and stagger -nail down center of
sheet In two rows with nails spaced at 18 Inch intervals in each row. Use fas-
teners with Integral metal heads at least 1 Inch In diameter or square that are
recommended by GAF Materials Corporation or the deck manufacturer. (See
'Special Instructions' below.)
3. Starting at the low point of the roof, mop two plies of GAFGLAS Ply shingle
fashion; lapping each sheet 20'/. inches over the preceding sheet: solidly
mopping to the underlying base sheet to provide three plies over the entire
roof area.
Asphalt Requirements
Interply moppings of Roofing Asphalt must be applied in a continuous film and
shall consist of approximately 25 pounds per 100 square feet of roof area with
• a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the
'slopes Involved must be used.
Slope per foot Asphalt Type
Up to 3' . Steep ASTM Type III
3 "- 6' HT -Steep ASTM Type IV
On slopes up to 'h Inch per fool, Flat ASTM Type II may be used except in
Florida, Texas, New Mexico, Arizona, and California.
Surfacing -
Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with the application
instructions on page 20, so that the laps are offset from the laps of the ply sheets.
Special Instructions
1. See recommendalions for use over gypsum decks on page 9.
2. Acceptable Base Sheets include: STRATAVENT`" Nailable required for freshly
poured gypsum decks, GAFGLAS #75 Base Sheet, RUBEROID' Modified Base
Sheet, GAFGLAS° PLY 6', and GAFGLAS PIy 4. For wood decks and structural
wood fiber decks, when GAFGLAS Ply 4 or GAFGLAS PLY 6 Is used as a base
sheet, a sheathing paper is required.
3. See 'Nailing of Base Sheet,' page 19.
4. For roof slopes of 1 Inch per fool or more, all ply felts must be back - nailed 4
inches in from the back edge of the fell. See'Installalion on Steep Roots; page 10.
UL Classification '
UL Class Substrate
A C
A NC
'B C
Slope
3'
3 '11*
UL Chart Key
1. Substrate
C = Combustible and Noncombustible
Combustible = Wood planks, boards, etc., plywood (min. "hr inch thickness),
oriented strand board (min. '1, inch thickness).
NC = Noncombustible only
Noncombustible = Steel, poured or precast structural concrete, lightweight
insulating concrete, gypsum, structural wood fiber, etc.
2. Slope
Maximum slope allowed, in inches per foot.
Guarantees Available
Specification Liberty Guarantees
N- B- 4 -M/P6 15 yr. West Zone only, Wood Decks.
N- B- 4 -M /P6 15 yr.
Lightweight Insulating Concrete. -
(See page 9.)
N -6 -4 -M 12, 10, 5 yr.
11!109'2003 08:46 FAX 9736283856 TECH SERVICES U001
:/4-4-141)
•
AAIAM A[1�
BUILDING cam COMP -1ANCM OW= (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07410
MAW -DADE COUNTY, FLORIDA
METRO-DAM FLAMER BUILDING
140 WEST FIAGLEI1 STET, SUITE 1603
• MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375-290S
SCOPE:
This NOA is being issued under the applicable rules and regulations.goveraing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the B Code and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (ABJ).
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than 1Vliami 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. •BORA reserves the right
to revoke this acceptance, if it is determined by Miami-Dade Cowity Product Control Division that this product or
material fails to meet the requirements of the applicable building + :ode.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: GAF Conventional Built-Up Roof System for Wood Deck.
LABELING: Each unit shall bear a permanent label with the manufactazter's name or logo, city, state and
following statement: ' Miami Dade County Product Control Approved ", unless otherwise noted herons.
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.
INS'PECT'ION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official
This NOA renews NOA #02-0408.08 and consists of pages 1 through 21.
The submitted documentation was reviewed by Prank Zuloaga, RRC
NOA No: 03.0501.05
Expiration Data: 11/04/011
Approval Date:10/23/03
Page 1 of 21
11/10/2003 08:47 FAX 9736283856
TECH SERVICES II002
Deck Type 1: Wood, Non - insulated
Deck ]Description: " i n " or greater plywood or wood plank decks
System Type E (1): Base sheet mechanically fastened ,
Al General aml System Llrnitafons shall apply.
Base -sheet: GAFGLAS #60 Ultinetna Base Sheet, STRATAVENT® Eliminator Perforated
Nailable, RUBEROID Modified Base Sheet, R MEROID® 20, RUBEROID
SBS Heat Welder Smooth or RUBEROID SBS Heat-Weld 25 base sheet
mecb rnically fastened to deck as described below;
Fastening Options: - GAFGLAS® Ply 4®, GAFGLAS Flex Plym-6, GAFGLAS-#75 Base Sheet -or
any of above Base sheets attached to deck with approved annular ring shank
nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two
rows - 12" o.c. in the field
(Maximum Design Pressure -45 psf, See General Lirnita ion 47)
GAPI3LAS® Ply 40, GAFGLAS Flex Plynd 6, GAF(11.AS #75 Base Sheet or
any of above Base sheets attached to deck with Drill-Tec (OAFT1TE) #12 or
#14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The
other rows are equally spaced approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure -4S psi,, See General Limitation #7)
GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base
sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered-and in two rows 9" o.c. in the
field. (Maximum Design Pressure -.52,5 psi; See General Dion 7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill-Tec (GAFITTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One
row is in the 2" side lap. The other r ows are equally spaced approximately 9"
o.c. in the field of the sheet.
(Maximum Design Pressure -60 psj; See .General Limitation #7)
Any of above Base sheets attached to deck approved annular ring shank nails
and 3" inverted Drill -Tec (GAFTIT.E) insulation plates at a faster spacing of
9" o.c. at the 4" lap staggered in two rows 9" in the field.
(Maximum Design Pressure -60 psi; See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with •
Drill-Tec (GAFITTB) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One
row is in the 2" side lap. The other rows are equally spaced approximately 9"
o.c. in the field of the sheet.
(Maximum Design Pressure -75 psJ; See General Limitation #7)
Pty Sheet: One or more plies of GAFGLAS® PLY 4®, GAFGLAS® PLY 6® ply sheet,
#80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate 20-
40 lbslsq.
Cap Sheet (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a
full mopping of approved asphalt applied within the EVT range and at a rate of
20- 40lbs.sq.
NOA No: 03- 0501.05
Expiration Date: 11/04108
Approval Date:10/ 3/03
Page 18 of 21
•
11/ 0[2003 08:47 FAX 9736283856
Surfacing!
Maximum Design
Pressure: Sea Fastening Above
TECH SERVICES
(Required if no cap sheet is used) Install one of the following.
1. GAF Special Roofing Bitumen with an application rate of 20 lbs.sq with an
application rate of 1.5 gal./sq.; or OAF WEATHER COAT® Emulsion
(Matrix 305 Wired Emulsion) with an application rate of 3 gal./sq.; or.GAF
Premium Fibercd Aluminum Roof Coating (Matrix System Pro Aluminum
Roof Coating Fibered 301) with as application rate of 1.5 gal./sq.
2. Asphalt flood coat at an application rate of 60 lbs.sq. ± 20%; plus gravel or
slag with an application rate of 400 lbsisq. & 300 lbsJsq., respectively.
3. Top Coat Surface Seal SB .(Matrix 602 SB Coating), Top Coat MB Plus
(Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC
applied at rate of 14.5 •gal/sq.
Ij003
NOA No: 03.0501.05
Bapiradoia Date: 11/0408
Approval Date:10/23/03
Page 19ot21
11/1Q/2003 08:48 FAX 9736283856
TECH SERVICES
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply 6 - when used as a mechanically fastened base or
anchor sheet.
2. Minima W' Dens Deck or Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LIMITATIONS:
1. Fire classifivation is not part of this acceptance, refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shell be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical. attachment. When applied in approved
asphalt, panel size shall be 4' x 4' maximums.
4. An o verla y and /or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. if no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.e.; or strip
mopped 8" ribbons in three rows, one at each sidelap and one down -the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon tb allow cross ventilation. Asphalt application of either system shall
be at a >ainimun► rate of 121bs. /sq. Note: Spot attached systems shall be limited to a maximum
design pressure of - 48.psf. •
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of
275 lbf., as tested incompliance with Testing Application Standard TAS 105. if the fastener value,
as field-tested, are below 275 lbf. insulation attacluaent shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be Less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered
Engineer, Architect, or Registered Roof Consultant may :be submitted. ittedd. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. (When this limitation is spec:Wally
referred within this NOA, General Limitation-89 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination desigus
shall conform with Roofing Application Standard RAS 1.11 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners)- Neither rational analysis, nor' exirapolation shall be permitted for
enhanced fastening at enhanced pressure zones (Le. perimeters. extended corners and comers).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not
be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 9B-72 of the Florida Administrative Coda
END OF THIS ACCEPTANCE
Q004
NOA No: 03:0501.05
Expiration Date: 11/04108
Approval Date:10/23103
Page 21 of 21
MIAMI SHORES VILLAGE `7r1
BUILDING DEPARTMENT
305- 795 -2204 0�
Building Inspection Request
Dat
P ' RV
Type Insp' n �Q �''J �
Permit No. AP 0 / 66
Name C �� g�
Address �9 // l� 3
Company
Phone# °5 3 5y
Inspection Date
Approved
Correction
Re- Insp'n Fee
• MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305-795-2204
Building Inspection Request
Date
1
Type Insp'n
Permit No. — •
•
Name
Address
Company 5 /
Phone #
Inspection Date
Approved
Correction
Re-Insp'n Fee
c I•v I•L
E•N•G•I•N•E•E•R
Roofs by Cherry
3901 Southwest 40 Avenue
Hollywood, Florida 33023
Project:
Dear Sirs;
LG ENGINEERING SERVICES, INC.
Consulting Engineers
2020 Northwest 7th Street
Miami, Florida 33125
Tel: (305) 649 -6454
Fax: (305) 541 -3298
TILE UPLIFT TEST
Residential Home
346 Northeast 93 Street
Miami Shores, Florida
Information provided by client:
Permit Number: BP2005 -186
Date Completion: April 1, 2005
Roofing Contractor: Roofs by Cherry
LG Engineering Services, Inc. Project Number: LG05 -0878
(Testing Laboratory Certificate #00- 0224.07)
April 4, 2005
In accordance with your request and authorization, a representative of LG Engineering Services, Inc.
completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in
general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field
verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid,
discontinuous roof systems.
The total of the tested roof surface area was less than 10000 square feet, and the mean height of the
roof is less than 50 feet above ground surface. The type of tile.used for this project was reported to
be Concrete /Clay Roof Tile. This tile was reported to have been foamed in place.
At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in
the perimeter area and one test for every 200 square feet of roof tile in the field area were tested.
Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located
in the field area and more than 20% of the roof tile at the roof perimeter and corner were physically
examined.
Based on our test results, we conclude that the installation of the roof tile at the above referenced
project meets the test requirement outlined in the above mentioned protocol. Attached please find
a copy of our test report for your review.
LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you
have any questions or if we may be of further assistance, please do not hesitate to contact the
undersigned.
Respectfully submitted;
LG Engineering Services, Inc.
amad Sonny Salleh, P.E.49014
P oject Manager
TILE UPLIFT TEST
Residential Home
346 Northeast 93 Street
Miami Shores, Florida
Test Number
Test Load (lbf)
Test Status
1
35
Pass
2
35
Pass
3
35
Pass
4
35
Pass
5
35
Pass
6
35
Pass
7
35
Pass
8
35
Pass
9
35
Pass
10
35
Pass
11
35
Pass
12
35
Pass
13
35
Pass
14
35
Pass
15
35
Pass
16
35
Pass
17
35
Pass
18
35
Pass
19
35
Pass
20
35
Pass
21
35
Pass
22
35
Pass
23
35
Pass
24
35
Pass
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Report of
TILE UPLIFT TEST
for
Residential Home
346 Northeast 93 Street
Miami Shores, Florida
Project Number: LG05 -0878
LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG05 -0878, Page 1
Test Number
Test Load (lbf)
Test Status
25
35
Pass
26
35
Pass
27
35
Pass
28
35
Pass
29
35
Pass
30
35
Pass
31
35
Pass
32
35
Pass
33
35
Pass
34
35
Pass
35
35
Pass
36
35
Pass
37
35
Pass
38
35
Pass
39
35
Pass
40
35
Pass
41
35
Pass
42
35
Pass
43
35
Pass
44
35
Pass
45
35
Pass
46
35
Pass
47
35
Pass
48
35
Pass
49
35
Pass
50
35
Pass
51
35
Pass
52
35
Pass
53
35
Pass
54
35
Pass
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG05 -0878, Page 2
Test Number
Test Load (lbf)
Test Status
55
35
Pass
56
35
Pass
57
35
Pass
58
35
Pass
59
35
Pass
60
35
Pass
61
35
Pass
62
35
Pass
63
35
Pass
64
35
Pass
65
35
Pass
66
35
Pass
67
35
Pass
68
35
Pass
69
35
Pass
70
35
Pass
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
LG Engineering Services, Inc. — Tile Uplift Test Result -- Project Number: LG05 -0878, Page 3
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
N0p1'N
i .
++ +
+
+ +
+ ++
+ + +
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
++
++ +
+
+
+
+
+
+
+
++
+ +
+ ++
t
++
+
++ +
+ +
+ ++
+ + +
+ + +
+ +
,0'
APPROX. ROOF 1E51 LOCA110N5 AN12 I2IMEN510N5
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1