RF-09-1424Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 136421
Scheduled Inspection Date: February 26, 2010
Inspector: Bruhn, Norman
Owner: RUSHFELDT, JAMES
Job Address: 540 NW 113 Street
Miami Shores, FL 33168-
Permit Number: RF -8 -09 -1424
Project: <NONE>
Contractor: CARRUTH ROOFING CO INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile /Flat
Phone Number
Parcel Number 3021360210841
Phone: (305)759 -2005
Building Department Comments
RE ROOF FLAT & SLOPE ROOFS, 1 -30 FELT 1 -90#
SLOPE VANGUARD MONIER ROLL TILE COLOR WHITE
FLAT ROOF ROOF 1 -75#@ BASE 2 PLIES 1 FIBER
GLASS CAP SHEET
Inspector Comments
Passed
Failed
I it
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
February 25, 2010
For Inspections please call: (305)762 -4949
Page 8 of 11
DA
Providing Solutions to the
Lab Report No. 10 -179
Roofing Industry
C. A. #: 26095
Certificate No.08- 0514.02
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE
TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106
PROPERTY ADDRESS: 540 -542 NW 113 St., Miami Fl.
OWNER: Rushfelt
CONTRACTOR: Carruth Roofmg Co.
TILE TYPE: Double Roll
ATTACHMENT: Poly Foam
•
lation
PERMIT No:
ROOFING SQUARES: 19
ROOF PITCH :: 3:12
INSPECTOR INITL4LS:JM
TEST DATE: 2/25/2010
Required Testing Force: 35 lbs
No.
RESULT
No.
RESULT
No.
RESULT
No.
RESULT
No.
RESULT
1 -5
Passed
21 -25
Passed
6 -10
Passed
26 -30
Passed
11 -15
Passed
31
Passed
16 -20
Passed
THIS ROOF HAS: PASSED
FAILED n THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DARE COUNTY TAS 106.
55'
"ROOF SKETCH"
29
20
21
28
27
30
31
13
9 12
1
15
2416
2
23
18
17
11
35'
Front
Sincerely,
alas/0
Alberto Cardona, P.E. -Lic #17138
7020 NW 37 Ct., Miami, FL 33147 www.floridatec.net
North
Office Phone (305) 256 -4550 • Fax (305) 256 -6833
Fri '
C\`'
1 4) )\
k/kr\r\I
Iii70-1
BUILDING
FAX NO. :
2009 Miami Shores ViVage
artdi
Building g Dep ent
.......
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
• Tel: (305) 795.2204 Fax (305) 756.8972
Permit No. ROI
• PERMIT APPLICATION
FBC 2004
Master Permit No.
• Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) £M I.z nit...5"dikedeePr Phone # 941 . 4k4:f/
Owner's Address 75 e, - 1,4 tt
City 1,2,,r0..5'Sfire State Atfrfe
Tenant/Lessee Name
Zip O'e_,X.„_
Phone.#
• Jab Address (where the work is beingdone) trio -..,5-41.2 444413
• - • City Miami Shons Village County Miami-Dade Zip
Faun PARCEL #
Is Building Historically Designated YES NO fr
Contractor's Company Name CA gi woe/ „drift:tor:61,W e Xi' Phone #.03=0,,,-
Contractor's Address RA 4 r:7 7
city _4044,4L,..4.,,te.66-4.' state
Qualifier Name
State Certificate or Registration No. eee 0,4.&02
Architect/Engineer's Name (if applicable)
Value of Work For this Permit .4 fr-vjw;
Zip 5Yeiq
Phone #e",..i-,7/12..rfer‘-5_*".
Certificate of Competency No.
Phone #
Square/ Linear Footage Of Work:
Type of Work: • DAddition OAlteration ONew 0 Repair/Replace 0 Dernolition •
Describe Wurk R Ape, ,44r ,t9L a Fe- oep 4,70 Or F40 ipe-, 5:4940
PA A 1,07 At.0,0z 0.4 7-4 e de, .4.4 1,/,'"Ae".
02, — ..2 "44=5 /— ce-44 • :Averke,4"."
Submittal Fee $ SO,
Notary S
Scanning $ Cl‘'CO
Permit Fee $
Training/Education Fee $
.?1C2e CCF r)• 90 • core--
" Technology Fee $
Radon $ • DPBR $ Zoning $
Bond $ • Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ 01( 0 -10
See Reverse side —>
FROM : FAX NO. :
NOTICE OF COMMENCEMENT
A RECIIMED COPY MUST BF POSTED ON THE JOB MEAT TIME OF FIRST INSPECTION
PERMIT NO.g rEL:1-144" TM FOLIO NO.
STATE OF FLOPIOA:
COUNTY OF MIAMI-DADE:
THE UNDERSIGNED hereby gives notioe that Improvements will be made to certain reel
property, and in accordance with Chapter 713, Amide Statutes, the following infamelion
Is provided in this Notice of Commencement.
1 11 1111 1 1111 11111 111 11 11111 11111 11111 1111 11 11
C F FM 2 0 CI 9 R 0 6 1 5
OR Bk 26969 Ps 7,963; 1rJs)
RECORDED OR/25/2009 11g393F,
'HARVEY R6INp CLERK OF COURi
MIAMI-DADE COUNTY FLORIDA
LAST PAGE
1. Legal description of property and street/address:
--5"
• 111;4404-
2. Description of improvement
3. Owner(s) name and address:
740":"P — 5 t a/ref.$01' z 10.1
Interest in property: 94' ## 4
Name and address of fee simple titleholder:
4. Contractor's name and address:
6t7 /to
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address;
Amount of bond $
6. Lender's name and address:
/if
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,
Pcql
Name and address:
4. , rj of-
1.7
'Pk
6. In addition to himeeff, Owner designates the following person(s) to ra,..iiee a copy of the Lienor's Notice as provided 3$ wo
in Section 713.13(1)(b), Florida Statutes.
Name and address:
k I ga54fe icZ
Jr
Litre
A
8
1•
9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a
date is specifi
r3tur ot ;Oliiiper
Pr
ert 1,46-;lel41 144. es
ER
warn to and tUbiicribed before me this / /' day of
r „
el Po-
s-- ?s,
WW1Public,
Pt1nt•,kicUiry's Name
My commission expires:
123.01-52 PAGE 4 0102
re ??et At)
Prepared by 445V doboom
Address: Xoe 14,4' AO
1-4-*05,04-
370,9
FROM :
Boniliing Company's Name (if applicable)
Bonding Company's Address
City
FAX NO. :
Aug. 16 2009 02:23PM P5
li•y;' per'"
Mortgage Lender's Name (it 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 .iastallation;has
commenced prior to the issuance of a permit and that all work will be peed to meat the standards of all lass :4**
•:
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 •••• :•
PAYING TWICE FOR. IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITII YOUR LENDER OR AN ATTORNEY BEFORE' RECORDING YOUR NOTICE • .Ol@''. '
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding 32500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to theperson
whose property is subject to attachment. Also, a cart faed copy of the recorded notice of commencement must be posted at the job' site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the .
inspection will not be approved and a reinspection fee will be charged e .
ice- 1 1i Signature
Owner or Agent Contractor
The o .instrurnent was acknowledged before me this % eh fpo e ng insttiument was acknowledged be
day of is , 2t) by b fil QS l— set�nQ % oT`
whn i5 p . • y kno to me or who has produced■Sc 02aain who
5 cS l! -ICC 'AR identification and who did take an oath.
I/ NOTARY PUBLIC:
V Sign. 1 c CA"
Print: J u q d
My Commission Expires: `°[ 12-i / 2.0 K
** ** E *! rat ** ** * * ***** * fir* * *•,r** ** * *******fay****irvr*, **& ************ a*srk t:************ ** **tr*** * ** *t**•tr**** * *•*
o®
•
o has produced
entification and who did take an oath.
NOTARY PUBLIC:
APPLICATION APPROVED BY:
(Revised 02/0W06)
Plans Examiner
Engineer
Zoning
FOIEMWM
MI AUG 2 5 2009
B Y:
11'
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
Masler.rermit No.
Section A (General Information)
Process No.
Contractor's Name: �, �� _ J Address: df j/r �f� r/
Roof Category
Low Slope Mechanically Fastened Tile _'Morler /Adhesive Set Tile
_Asphaltic Shingles —Metal Panel /Shingles _.:.Wood Shingles/Shakes
.-.. Prescriptive BUR -RAS 150 „_,Other
Roof Type
— New iwol Re- Roofing ._Recovering _, Repair . — Maintenance
Are there Gas.Vent Slacks located on the roof? _Yes /®No If yes, what type? .,,_ Natural _LPGX
ow slope root area (fl.3j • 02 Y'®
Roof System Information
Steep Stoped area (fl.') /r3 7 Total (ft.') ,1 •
Section B (Roof Plan).
Skew Roof Plan: Illustrate all levels end sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions
of 'sections and levels, clearly Identify dimensions of elevated pressure zoned and location of parapets.
ri 'Iw
; Idth (a�i . Corner Size (a' x a'):....
41
PERMIT :
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•
•
FM-1404
Miami Shores Villa ;e
APPROVED
ZONING DEPT
BLDG DEPT
BY
'DATE
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
••
•
• •
• •
• •
•'
•
•
•
•
•
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE c_NOA)
GAF Material Corporation.
1361 Alps Road
Wayne, NJ 07470
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building
Code and Product Review Committee 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade
County Product Control Division that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as desdribed herein, and has been designed to comply with the Florida J��ilding
Code and the High Velocity Hurricane Zone of the Florida Building Code. •.... •
DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Decks. '• • •••1•1
.. •
•
••
•
LABELING: Each unit shall bear a permanent label with the manufacturer's name vrdogo, citya state •
and following statement: "Miami -Dade County Product Control Approved ", unless ttlt6rwise noted
herein.
•••••• • • •.
RENEWAL of this NOA shall be considered after a renewal application has beer: filadand there .bas
been no change in the applicable building code negatively affecting the performance of this prodeEt.•
TERMINATION of this NOA will occur after the expiration date or if there has tees L revision o1
change in the materials, use, and/or manufacture of the product or process. Misuse of this NOM in
endorsement of any product, for sales, advertising or any other purposes shall automatically terminate
this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 074219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 1 of 19
•
•
Deck Type 1: Wood, Non - insulated
Deck Description: 19/32" or greater plywood or wood plank decks
System Type E: Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier: FireOutTM Fire Barrier Coating, VersaShielddNon- Asphaltic Fiberglass -Based
(optional) Underlayment or SecurockTM.
Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM
Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID®
Heat- We1dTM Smooth or RUBEROID® Heat- WeIdTM 25 base sheet mechanically
fastened to deck as described below;
Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 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 Limitation #7)
GAFGLAS® Ply 4, GAFGLAS ®Flex PIyTM 6, GAFGLAS® #75 Base Sheet or
any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14
or # 15 Screws and 3" Drill -TecTM steel plate or Drill-Team AccuTrac 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 psf, See General Limitatjon,7'J • ••••
•
•• • •• •
GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Bass_Sheet or€ayalabovd$e•
sheets attached to deck with approved annular ring shank natlsErrai tin caps•at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two•f'o' 9" or in the
field.
(Maximum Design Pressure 52.5 psf, See General Limi tgtt #7) • r
•••• • ••
GAFGLAS® #80ULTIMATM, RUBEROID® 20, RUBERO1Wop Smooth,
base sheet attached to deck with approved 11/4" annular ring shtinik nails ands •
inverted 3" steel plate at a fastener spacing of 9" o.c. at the ilrlap and in tip
rows staggered with a fastener spacing of 9" o.c. in the center of the m&alivalte.
(Maximum Design Pressure —60 psf, See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with
Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or
Drill -TecTM AccuTrac Plates, 12" 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 —60 psf, See General Limitation #7)
Any of above Base sheets attached to deck approved annular ring shank nails
and:3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at
the 4" lap staggered in two rows 9" in the field.
(Maximum Design Pressure —60 psf, See General Limitation #7)
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 17 of 19
Ply Sheet:
Cap Sheet:
Surfacing:
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with
Drill-Teem #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or
Drill -TecTM AccuTrac 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 psf, See General Limitation #7)
One or more plies of GAFGLAS® PLY 4, #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 of 20 -40 lbs. /sq.
(Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or
GAFGLAS ®EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate
of 20 -40 lbs./sq.
(Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top
membrane) Install one of the following:
1. Gravel or slag applied at 400 lbs. /sq. and 300 Ibs. /sq. respectively in
a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood
coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied
at a rate of 3 gal. /sq.
2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS' Energy Cap
Mineral Surfaced Capsheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.
3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof
Coating, at 1.5 gal. /sq.
4. Leak BusterTM MatrixTM 715 , Leak BusterTM litlatrilc; M 322. • • •
TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Rcxfflag• •
Membrane, applied at 1 to 1.5 galisq. • •
5. Leak BusterTM MatrixTM 602 MB Xtra ElastonAfit ii.00fin • • •
Membrane, EnergyCote® roof coating applied of 1•to 1.5 gal. ttl.
6. TOPCOAT® Surface Seal, TOPCOAT® FireshiaMB Salvilnt
based Elastomeric Roofing Membrane applied at St1 1.5 ga1Jeq
7. Advance Green Technologies Photovoltaic Laminate sol po►ergy
collector auxiliary roof equipment installet• tn $ompliam, with
manufacturer's specifications and applicable Building Coe."
Maximum Design
Pressure: See Fastening Above
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 18 of 19
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex P1yTM 6 when used as a mechanically fastened base or anchor
sheet.
2. Minimum ' / +" Dens DeckTM or 1 /Z" Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LIMITATIONS:
1. Fire classification 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 shall be adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20- 401bs. /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' maximum.
4. An overlay 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.c.; 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 to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of
12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275
lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,•gs.5eld-
tested, are below 2751bf. insulation attachment shall not be acceptable. • • • •• • • . •
• 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is tlesed on a • •
minimum fastener resistance value in conjunction with the maximum design valuelfst&d withirf A specific •
system. Should the fastener resistance be less than that required, as determined by.tjip•uildi ix Official, • •
•
a revised fastener spacing, prepared, signed and sealed by a Florida Registered E$gireet, ArcDitegt,vr
Registered Roof Consultant may be submitted. Said revised fastener spacing shall• t+ilixe the withdrawal • •
resistance value taken from Testing Application Standards TAS 105 and calculatidns'ih compliance with
•
Roofing Application Standard RAS 117. • • • • •.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements offife%h.areas.
•
Fastener densities shall be increased for both insulation and base sheet as calculate], L1 conlplia�"n�ae with •
Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Floriti i 1stereci
Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is
specifically referred within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall
conform with Roofing Application Standard RAS 111 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 extrapolation shall be permitted for enhanced
fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (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 Code.
END OF THIS ACCEPTANCE
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 19 of 19
• 1
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tl
174
2005 ROOFING MATERIALS AND SYSTEMS DIRECTORY
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU)- Continued
1. Deck C -15/32 Incline: 3
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 layer; Type GI " GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ", hot mopped.
Surfacing: Gravel.
2. Decic 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 G1 " GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap
Sheet".
3. Deck NC Incline 2
Insulation (Optionalk 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 GI "GAFGLAS Ply 4" or "GAF -
GLAS Ply 6 ".
Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap
Sheet ".
4. Dedc NC Indium I/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. Decic C -15/32 Iodine: 1
Slip Sheet (Optional): Red rosin paper, nailed to deck.
Base Sheet One layer Type G2 "GAFGLAS 1175 Base Sheet' (may be
nailed).
Ply Sheet One or more layers Type GI " GAFGLAS Ply 4" or GAFGLAS
Ply 6".
Cap Sheet One layer Type G-3 " GAFGLAS Mineral Surfaced Cap
Sheet ".
Deck NC Indine 3
Base Sheet One layer Type G2 "GAFGLAS 875 Base Sheet".
PIy Sheet One or more layers Type Gl " GAFGLAS Ply 4" or "GAF-
GLAS Ply 6 ".
Cap Sheet One layer Type G3 AGAFGLAS Mineral Surfaced Cap
Sheet".
7. Dedc C -15/32 • Incline 2
Insulation One or more layers petite, glass fiber, isocyanurate, ure-
thane, perlite/isocyanurate compo� ?t-, perlite /urethane composite, phe-
nolic, 1.0 in. min (offset from plywood joints 6 in.).
Base Sheet One or more layers Type GI, G2 or G3.
Membrane: One or more layers "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 Type G2 or G3.
Ply Sheet (Optional): One or more layers Type Gl.
Membrane One or more layers "Ruberold 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.
9. Deck NC Incline- 2 -.
Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber,
mechanically fastened, any thickness.
Base Sheet One or more layers Type G2, GAFGLASS 475 Base Sheer'.
Ply Sheet One or more layers Type GI " GAFGLAS Ply 4" or "GAF -
GLAS Ply 6 ".
Cap Sheet Type G3 " GAFGLAS Mineral Surfaced Cap Sheet", hot
Surfacing "Fireshield MB ", 2.5 - 3.0 gal. /sq.
Class B
ROOF COVERING MATERIALS (TEYI)
2.
3.
4.
5.
Roofing Systems (TGFU) - Continued
Dedc 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
thicknncc
Ply Sheet: Two or more layers Type GI "GAFGLAS Ply 4" or "GAF -
GLAS Ply 6" •
Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot
mopped.
Dedc 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 Type Gi, G2 or G3.
Membrane: One or more layers "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
Deck C -15/32 Incline 1/2
Insulation (Optional): One or mote 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 ".
Surfacing: "Special Roofing Bitumen" 20 Ibs /sq.
COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR
Class A
Dedc C -15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber / isocyanurate compoaite, he nolic, any
Ply Sheet: Three or more layers t j "GAFO AS•P1y 4" ei• • • • •
" GAFGLAS Ply 6 ", hot mopped with l tat bitume a • • • • • •
•
dbt
Surfacing Gravel • • • •
COMBINATION HOT AI OM? SYSTEMS• • T •
Dedc NC Class A• •Ind••ir•at 2 • • • • • •
Insulation (Optional): One or more Iayers perlite, AtocrIffer or gldk.! • • •
fiber, 2 in. max. ••••
Ply Sheet Three or more layers • hype .G*i "GATiG1:i�S Ply 4" ,pg • • • •
" GAFGLAS Ply 6"
•
• •
Snrfacing- Grundy Industries "al :JIB Ahintinum 1 c Coating" at •
1-1/2 gal/sq. • •
Dedc NC • Innlirir 1 e***
Insulation (Optional): One or morel iyer' perlite: wood fiber, glass •
fiber, isocyanurate, urethane, perlite/isocyanurate con4sire, perlite/
urethane composite wood fiber / isocyanurate composite, phenolic, any
thickness.
Ply Sheet Three or more layers Type Gl " GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing "Weather Coat Emulsion" at 3 gal /sq.
Deck NC Incline• 1/2
Insulation One or two layers "Isotherm R ", 4 in., hot mopped.
PIy Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber
mat system.
Deck NC Incline 2
Insulation (Optional) Isocyanurate, perlite, isocyanurate /composite,
wood fiber and glass fiber, any thickness, mechanically fastened.
Base Sheet One ply Type G1 or G2, mechanically fastened or hot
Ply Sheet One or more plies Type GI or G2, adhered with hot roofing
asphalt.
Surfadng: "GAF Premium Fiberek Alu ninum Roof Coating ", 1-1/2
gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq.
Deck NC Indinp 1
Insulation (Optionalk Pedite, glass fiber, polyisocyanurate, wood fiber,
mechanically fastened, any thickness.
Base/Ply Sheet One or more plies Type G1 or type G2, hot mopped in
place.
Coating "Frbered Aluminum Roof Coating".
•
•
LOOK FOR THE UL MARK ON PRODUCT
HIGH-VPI,OCITY HURRICANE ZONES
Florida .Building Coda Edition 2004:
HtitrVelo.kt-turrican.e Zone tlaenn Perri* OptkatibriFemt
Gabor • 0 (Ste0p$10Pecl goOf SI/stern).
• •
• • •
•• •
•009
J
•
00 • •
• • •
•0 •
Roof System Manufacturer: ii-Te71,/it:73
.... • ..
• • I
0000 •
Product Approval Number: ,e7 7 - /7.„2 F , 0 7
II
•
.. • .. ...
•
.
Minimum Design Wind Pressures, if Applicable (Rom RAE 127
PI: 11974 P21 ei.L2.-.1.7..._______„_::
otio
•
Or CitSJAV011a)f'
• •
Maximum Datigri Pressure , ,
Product Approval Specific System: r6 e-6" l
Method of tie attaohtnent: A-/,
;Steep Sjoped Rfaqf System Description
Deck Type::
•ype Unctertayrnent:
•Insulation:
Roof Slope:
3 : 42
• • •
•al • •
00
• 0•
•
•
000
•0
O 0o
•0
7-
Fire Barrier:
Ridge Ventilation?
17:41
Fastener Type & Spacing:
Ad hesive.TYpe:
Mean }loaf Height:
/17'e /7,5W0,41/ -
•ype Cap Sheet:
Roof covering:
• 4;71,--
Type*Size Drip
cfge:
133 eg4W:i.oviz
•
• •
•
f
r
Florida Building Code Edition 2004
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
•
•••• •
• • ••••
For Moment -based tile systems, choose either Method 1 or 2. Compared thivalu6s for Ilar.wLth
the values from Mt. If the M1 values are greater than or equal to the Mr values •for.each'areb•df
the roof, then the tile attachment method is acceptable.
Method 1 "Moment -Based Tile Calculations Per RAS 127'•••• " 3W • • • • •
•
•
(P41,bx,t olack = i
(P2 -K00. bx
(P3: CO!.bx ,
Iry ) -Mg:6 l =M i� Nb
- Mg: S M1
ari �'( = M2• .a NbA Mr
- Mg: b. V1 = M . NQA
•
• •
Method 2 "Simplified Tile Calculations Per Table Below'. .'
Required Moment of Resistance (Mr) From Table Below
• •
••••
• ••
• •
•
NOA Mr •
Mr Required Moment Resistance*
Mean Roof Height
Roof Slope
15'
20'
25'
30'
40'
2:12
34.4
36.5
38.2
39.7
42:2
3:12
32.2
34.4
36.0
37.4
3R 8
4:12
30.4
32.2
33.8
35.1
;37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32 .n
7:12
24.4
25.9
27.1
28.2
30.0
be used in conjunction with a list of moment -based tile systems endorsed by the Brower
County Board of Rules and Appeals.
For Uplift-based the systems use Method 3. Compared the values for F' with the values for Fr
If the P values are greater than or equal to the Fr values for each area of the roof, then the tile
attachment method Is acceptable.
Method 3 "Uplift-Based Tile Calculations Per RAS 127"
(P1:_ xI: _= xw:= )- W:xcos 0: =Fr,: NOA Fl
(P2:_ xl: = —xw:= _)- W:_xcos 0: =F2: NOA F'
(P,:_ xI: _ =_xw:= _)- W:_xcos 0: =Ft3: NOA Fl
.'
•
•
•
•
•
•.• .
• •
... •
•.•
•
...
•
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
d
NOA
Restoring Moment due to Gravity
MA
NOA
Attachment Resistance
M,
NOA
Required Moment Resistance
M,
Calculated
Minimum Attachment Resistance
F'
NOA
Required Uplift Resistance
F,
Calculated
Average Tile Weight
W
NOA
Tile Dimensions
I = length
w = width
NOA
All calculations must be submitted to the Building Official at the time of permit application.
•
•
••
.
••
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Monier Lifetile, LLC
200 Story Road
Lake Wales, FL 33898
SCOPE:
NIIAMJ -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLOR1Pi 3'130- 1563 • • • •
(305) 3%5 -290: FAX130V 375 -2908 , •
•
• • • •
•• •
••••
• •
••••
• •
•• ••
•
• •
•• • • •
• • • •
• • ••
••••
•
••••
This NOA is being issued under the applicable rules and regulations governing the use gf copsiructieg, berials;
The documentation submitted has been reviewed by Miami -Dade County Product ContfoLDisision Sndiaccepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where •a'lk 'ed by
the Authority Having Jurisdiction (AHJ).
•
••
•
This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coiin'tt= Pro4u4 Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Comity) reserve the right to'
have this product or material tested for quality assurance purposes. If this product or material fails to perfoii'
°
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 resy#i+8s tht right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Drrijic+n that vthis productor
material fails to meet the requirements of the applicable building code. L ° ° • ® °
v Jti:y
This product is approved as described herein, and has been designed to comply with the Florida Eiulcjng Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Vanguard Roll Concrete 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 provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera. .
NOA No.: 07- 1023.07
Expiration Date: 12/16/12
Approval Date: 12/20/07
Page 1 of 7
•
ROOFING ASSEMBLY APPROVAL
CateEorv:, Roofing
Sub- Cateaorv: Low Profile Roofing Tiles
••. •
• •
• ••••
• • •
•• • • • •
• • •
• •
•
Material: Concrete
• •
•
• •• • •
• ▪ • • • • •
1. SCOPE •••• • • ••
This renews a system using Monier Lifetile Vanguard Roll Concre�e''ftoof .1.11t: .as
manufactured Monier Lifetile LLC in Pompano Beach, FL. and described J Scction 2 of this • •
Notice of Acceptance. For locations where the pressure requirements, a's ieterminal. by
applicable Building Code does not exceed the design pressure values obtairrd jecalcufations in • •
compliance with RAS 127 using the values listed in section 4 herein. The attacbmdnt caltuledpns • •
shall be done as a moment based system.
• •
2. PRODUCT DESCRIPTION
Manufactured by
Applicant Dimensions
Test
$necifications
Product
Des crt:Won
Monier Lifetile LLC 1= 16 -1/2 " TAS 112 Low profile, interlocking, high pressi.t�
Vanguard Roll Tile w = 13" extruded concrete roof tile, equipped-with one -
y" thick nail hole and double roll ribs'. For nitre:t deck: _
or battened nail -on, mortar or= adhesi v,: set
applications. , - -
Trim Pieces TAS 112 Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
1= varies
w = varies
varying thickness
2.1 SUBMITTED EVIDENCE:
T Agency
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Test Identifier . <,. Test Name/Report DDa
7161 -03 Static Uplift Testing
Appendix III PA 102 & PA 102(A)
7161 -03 Wind Tunnel Testing
Appendix II PA 108 (Nail -On)
P0402 Withdrawal Resistance Testing of
screw vs. smooth shank nails
94 -060B Static Uplift Testing
PA 101 (Adhesive Set)
94 -084 Static Uplift Testing
PA 101 (Mortar Set)
P0631 -01 Wind Tunnel Testing
PA 108 (Mortar Set)
Dec. 1991
Dec. 1991
Sept. 1993
March, 1994
May 1994
July 1994
NOA No.: 07- 1023.07
Expiration Date: 12/16/12
Approval Date: 12/20/07
Page 2 of 7
Test Aaencv
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation
Testing Services
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Nutting Engineering
Test Identifier
Letter Dated Aug. 1,
1994
Project No. 307025
Test #MDC -760
25-7183-1
25- 7183 -2
25- 7214 -2
25-7214-6
528454 -2 -1
520109 -2
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
TAS -112
Test Name/Report Date
Wind Tunnel Testing Aug. x.994
PA 108 (Nail-On) •
Wind Driven Rain • • • Oot +;194
PA 100 •
Static Uplift Testing • ' • Feb' 19%5
• PA 102
(2 Quik Drive Screws, Dirk • • •
Deck)
• • •
• •
Static Uplift Testing • •
• • •
•• • •
PA 102
(2 Quik -Drive Screws, Battens)
Static Uplift Testing
PA 102
J1:
(1 Quik -Drive Screw, Direct Deck)
(1 Quik -Drive Screw, Battens)
Static Uplift Testing
PA 101
Aerodynamic Multiplier- . ,
25 -7183
25 -7094
25 -7496
25 -7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
Aerodynamic Multipliers
Two Patty Adhesive Set System
13343.1
••••
•
••••
Fe•5
• ••
• • •
••••
March, 1995
•
•
•
•
• •
•
•
•
•
•
Sep. 1998.
Det.'Y998:
August 2007 -
March'1995..
�V J
February 1996
April 1996
December
1996
October 2007
April 1999
June 2007
NOA No.: 07- 1023.07
Expiration Date: 12/16/12
Approval Date: 12/20/07
Page 3 of 7
3. LIMITATIONS
••••
•
•
3.1 Fire classification is not part of this acceptance. • • • •. "" .
3.2 For mortar or adhesive set file applications, a static field uplift test SHall'be pertdiatied in •.
accordance with RAS 106. •
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory.to ptrform . .
quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be seibnnitted to
the Building Code Compliance Office for review. • • ••••
3.4 Minimum underlayment shall be in compliance with the applicable 7toofmg App'lfcations .
Standards listed section 4.1 herein. • • • • .... •
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the rcvf %lope . .
unless stated otherwise by the underlayment material manufacturers published literature. •
3.6 This acceptance is for wood deck applications Minimum deck requirements stiatl• be in
compliance with applicable building code.
4. INSTALLATION
4.1 Monier Lifetile Vanguard Roll Concrete Roof Tile and its components,,chrll be installed
strict compliance with Roofmg Application Standard RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations
,.l4
Table 1: Average Weight (W) and Dimensions (I x w
r.a.: .
Dome 0`'
•..Widtliowi' Qft) @ "
J U 4
Tile Profile
Weight -W (Ibf)
Length -I (ft)
Monier Lifetile Vanguard Roll
Tile
9.2
1.38
1.08
Table 2: Aerodynamic Multipliers - A (fe)
(ft-Ibf)
Tile
Profile
2 �� :12 ��
3 �� :12
Tile
X (ft3)
6":12"
7":12" or
greater
A (
Battens
Profile
Batten Application
Direct
Battens
c
Ilcation
Monier Lifetile Vanguard Roll Tile
0.266
Direct
Deck
®(
0.289
5.30
Table 3: Restoring Moments due to Gravity - Ma
(ft-Ibf)
Tile
Profile
2 �� :12 ��
3 �� :12
4":12"
5":12"
6":12"
7":12" or
greater
Monier
Lifetile
Vanguard
Roll Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
5.30
6.03
5.24
5.97
5.16
/5.87
5.05
5.75
4.92
5.60
4.78
5.44
NOA No.: 07- 1023.07
Expiration Date: 12/16/12
Approval Date: 12/20/07
Page 4 of 7
Table 4: Attachment Resistance Expressed
for Nall -On Systems
as a Moment - Mf (ft-Ibf)
Direct Deol�••':
(min. 19/32"
plywood) • •. • •
••••
• •
""
BateTns
"••'."
• ,
i
•• • 1
• • -
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Monier Lifetile
Vanguard Roll
Tile
2 -10d Ring Shank Nails
27.8
37.4 ""
' 28'8 ,
1 -10d Smooth or Screw
Shank Nail
8.8
11.8 •• ••••
• -•••-
• ;;• ,
2-10d Smooth or Screw
Shank Nails
16.4
21.9 : • ;
• •
.Z�1 .
•0.00•
1 #8 Screw
25.8
25.8 '... :
• 229
2 #8 Screw
47.1
47.1
6041.1b
1 -10d Smooth or Screw
Shank Nail (Field Clip)
24.3
24.3
24.2
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
19.0
19.0
22.1
2 -10d Smooth or Screw
Shank Nails (Field Clip)
35.5
35.5
?4.8
2 -10d Smooth or Screw
Shank Nails (Eave Cliff)
31.9
31.9
32.2
Table 6: Attachment Resistance Expressed as a Moment M1 (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Monier Lifetile Vanguard Roll Tile
Adhesive
26.1'
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 11.4 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Monier Lifetile Vanguard
Roll Tile
Polyfoam PolyProTM
86.61"
Polyfoam PolyProTM
45.5b
3 Large paddy placement of 54grams of PolyProTM.
5 Medium paddy placement of 24grams of PolyProTM.
NOA No.: 07- 1023.07
Expiration Date: 12 /16/12
Approval Date: 12/20/07
Page 5 of 7
•
•
•
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•
0680
• •
•
•
•
•
•
Table 8: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Mortar Set Systems _ • • • •
Tile
Profile
Tile
Application
A*acJ?ment ••••'
Resalstance •••••••
Monier Lifetile Vanguard Roll Tile
Mortar SetT
..219 •
.••• •• •
• . .
•••• • ••
.
•
•
•
• •
•
• .
5. LABELING •• •• •••• •
All tiles shall bear the imprint or identifiable marking of the manufactuerssaame o.1d o as •.
shown below, or following statement: "Miami -Dade County Product Coptrol.Approve�' :. • •
VANGUARD ROLL
uV�
ODOVO
MONIERLIFETILE LLC, VANGUARD ROLL TILE IDENTIFICATIA MAAII;
(POMPANO, FL PLANT)
LOCATED UNDERNEATH TILE
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building
code in order to properly evaluate the installation of this system.
NOA No.: 07- 1023.07
Expiration Date: 12/16/12
Approval Date: 12/20/07
Page 6 of 7
•
•
1 -1/4"
11"
PROFILE DRAWING
• .
• •
• .••.
• • •
.• • •• •
• • •
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•
•
•••• •. •
• • • • •
•.•• • ..
• •
....
•.. •
•
..••
•
• •.
• ▪ ..•.
• •
• .•.•
•
16 -1/2"
• .•
1__.. •
..4••
I
0 11rO
-3C.
MONIER LIFETILE VANGUARD ROLL CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No.: 07- 1023.07
Expiration Date: 12/16/12
Approval Date: 12/20/07
Page 7 of 7
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BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
Polyfoam .Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
• •
• • •
•• •
• •
••••
•• •
• • •
•• •
•
•
•
• •
SCOPE: •••••• ••• • • • • •
This NOA is being issued under the applicable rules and regulations governing the use of Cd Mruction•mater ia1s.
The documentation submitted has been reviewed by the BCCO and accepted by the Build•Cade and Ittct
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority ll ing
Jurisdiction (AHJ). • • • •
•
•
•
• •
•
••
This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade:County) and/or th$
AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested I'as; quality
assurance purposes. If this product or material fails to perform in the accepted manner, the mauufactury-will iuc u
the expense of such testing and the AHJ may immediately revoke, modify, or suspend thy Ilse of suchrprodudt or
material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determine3 by BCCO
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 High,Nelocity Hurricane -
• o u
Zone of the Florida Building Code. • ° • • • • • • • • •
• • •
DESCRIPTION: Polypro® A11160 • • • • ••••
•
••. •• •
• • •
•• •
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there'has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7
The submitted documentation was reviewed by JRrge L. Acebo.
NOANo.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 1 of 7
•
ROOFING ASSEMBLY APPROVAL:
Category: Roofing
Sub Category: Roof rile adhesive
Materials: Polyurethane
SCOPE: •
This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as desctibeel in Se.otilopi
of this Notice of Acceptance. For the locations where the design pressure requirementVardetermiit I by
applicable building code, does not exceed the design pressure values obtained by cal $fiblis in • •
compliance with Roofing Application Standard RAS 127, for use with approved flat,4Cend high • • : •
profile roof tiles system using Polypro® AH 160. Where the attachment calculations,g slppe as a •
moment based system for single patty placement, and as an uplift based system for dQ1 blaatty sy%tDias
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test
Specifications
Polypro® AH160 N/A TAS 101 Two component polyurethane foam
adhesive
• • •
• • • ••••
•
• • ••••
Product D8salpfon • • •
• • •
Foampro® RTF1000
ProPack® 30 & 100
N/A
N/A
PRODUCTS MANUFACTURED BY OTHERS:
Dispensing Equipment
Dispensing Equipment
0
J n
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which
list moment resistance values with the use of Polypro AH160 roof tile adhesive.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Results
1.6 lbs. /ft.3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft2
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100%
Humidity, 2 weeks
86%
Note: The physical properties listed above are presented as typical average values as determined
by accepted ASTM test methods and are subject to normal manufacturing variation.
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 2 of 7
EVIDENCE SUBMITTED:
Test Agency
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
LIMITATIONS:
Test Identifier
#94 -060
257818 -1PA
25- 7438 -3
25- 7438 -4
25- 7438 -7
25 -7492
NB- 589 -631
9637 -92
01 -6743 -011
01-6739-062b[1]
7050.02.96 -1
528454 -2 -1
528454 -9 -1
528454 -10 -1
520109 -1
520109 -2
520109 -3
520109 -6
520109 -7
520191 -1
520109 -2 -1
Test Name/Report
TAS 101
TAS 101
SSTD 11 -93
SSTD 11 -93
SSTD 11 -93
ASTM D 1623
ASTM E 108
ASTM E 108
ASTM E 84
TAS 114
TAS 101
TAS 101
TAS 101
••••
Date • • .••. b4/08/94.
• 42/16i96•••
10/25/95 •
.... •. .
• • •
•••• 11/02/95 ••
••••••12/12/2•9::"
A2/01/94 •
• . .
• .••. •
•
• ••••
••• •
• 4/30/V3••••
.. • •
11/16/94
01/16/95
03/14/96
W i 0/2398 -
12/28/93
.
00
• 03/02/99
1. Fire classification is not part of this acceptance. Refer•to the Prepared Roof Tile Assembly for fire
rating.
2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of Polypro® A11160 roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
�F`
■
;
F'=
MS
NOA >No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Rage 3 of 7
INSTALLATION:
1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists Vat..
•
resistance values with the use of PoIypro® AH160. ••••
2. Polypro® AH160 shall be applied in compliance with the Component Applicatioisection arfcl'th,e• •
corresponding Placement Details noted herein. The roof tile assembly's adhesive a A hment �litlf
the use of Polypro® AH160 shall provide sufficient attachment resistance, expressectas an uplift
based system, to meet or exceed the uplift resistance determined in compliance ski I4iami -• i.1 : •
County Roofing Application Standards RAS 127. The adhesive attachment data anted in the• ;opf
tile assembly NOA
•
3. Polyproc.) AH160 roof tile adhesive and its components shall be installed in accordance with •
Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polyprof- Operatgrig•
Instruction and Maintenance Booklet. • ••••
• • •
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and lichflsedby PcIyfda'na
Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority •
having jurisdiction.
5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" component shall be maintaireca between 1.0-
1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds pot tile as -
determined at calibration. No other settings shall be approved.
6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing
equipment only.
7. Polyproo AH160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 rriikciirs after
Polypro® AH160 has been dispensed.
9. Polypro® AH160 placement and minimum patty weight shall be in accordance wii43 Placem6nt
Details' herein. Each generic tile profile requires the specific placement noted herein. ° , u
JJJ
0
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement
Detail
Single Paddy
Weight Min.
(grams)
Two Paddy Weight
per paddy Min.
(grams)
Flat, Low, High Profiles
#1
35
N/A
High Profile (2 Piece
Barrel)
#1
17 /side on cap and
34 /pan
N/A
Flat, Low, High Profiles
#2
24
N/A
Flat, Low, High Profiles
#3
8
LABELING:
All Polypro® AH160 containers shall comply with the Standard Conditions listed herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the
installation of this system.
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 4 of 7
Nall through plastic cement
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
Paddy (Beneath Tile)
Nall through plastic cement
•
•
••.
• •
••••
••
•
••••
Eave muse only:
Karp adhesive approx.
4 in. up front weepholos
Bret cruse only:
Keep adhesive approx.
4 hi. ap from weepholes
Fascia
Weephofe
Eave closure
Drip odds
Nail through plastic cement
Undedayment
1) Place enough adhesive to achieve 17 to 23
square itches kr contact with the pan tile
2) Tum covers upside edge of d� 1121n.
Then instal the tile.
Optional 2a4's!a::
steep pitch ap$cations
Ewa Closure
Fascia
top porton
of the eave
comae corer tile.
Abut to second course of
pal Wes. Ensure eave end of
pan and cover tiles are
flush at eave One
Eavo closure
Vardar shown)
?loophole Fascia
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 5 of 7
•
•
•
•
•
• •
•
•
•
•
•
f
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
....
.
• .... •
•
• •
.. .
•
• .
• • •
.. •
•
•
Fascia
Wesphok
Save closure
&IP edge
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 6 of 7
•
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
•••• •
• • • ••••
• • •
•• •
•
•. • •
• • • • •
• 2 In. *Whet medium
•
skoiraildY eave
cowse only
Fas^h±
Weephea
Eave closur
',Drip edge
Nail through plastic cement
� in.x 3 in.
Single /paddy
on underlayment
Single paddy
under tile
Single paddy
between tile
Single paddy
on top of tile
Eave Course
Eave Closure
21n. x i In. medium
size
Pasch paddy eve course only
END OF THIS ACCEPTANCE
•
•
•
•••J
• •
• .••
•
•
•
•
'NOA No.: 06- 0201.02
Explration;Date: 05/10/11
Approval Date: 04 /13/06
Page 7 of 7
•
FROM : A FAX NO. : Aug. 16 2009 02:23PM P4
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION
FOR ROOFING CONSIDERATIONS
R4402.13.1 Scope. M 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 indicatcs•that the item has been explained.
re 1. 2 Aesthetics - Workmanship: the workmanship provisions of Section R.4402 are
for the purpose of providing that the roof system meets the wind resistance and water
instruction performance standards. Aesthetics (appearance) are not a consideration with
respect to workmanship provisions. Aesthetic issues such as color or architectural
appearance, that are not part of a zoning code, should be addressed as part of the agreement
between the owner and the contractor.
l/ 2. , k Rearming wood decks: When replacing roofing, the existing wood roof deck
may have to be renailed in accordance with the current provisions of Section R4403. (The
roof deck is usually concealed prior to removing the existing roof system).
" 3. Common roofs: Common roofs are those which have no visible delineation
between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with
common roofs, the roofing contractor and/or owner should notify the occupants of adjacent
units of roofing to be performed.
4p1" 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. The provides the option of maintaining the appearance.
1, 5. Ponding water: The current roof system and/or deck of the building may not
d ' ' well and may cause water to pond (accumulate) in low-lying areas of the roof.
Ponding can be an indication of structural distress and may require the review of a
professional structural engineer. Ponding may shorten the life expectancy and performance
of the new roofing system. Ponding conditions may not be evident until the original roofing
system is removed. Ponding conditions should be corrected,
if 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that
roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof
extension may block this discharge if overflow scuppers (wall outlets) are not provided. It
may be necessary to install overflow scuppers in accordance with the requirements of
Sectio R4402, R4403 and R4413.
Ventilation: Most roof structures should have some ability to vent natural
flow through the interior of the structure assembly (the building itself). The existing
amount of attic ventilation shall not be reduced. It may be beneficial to consider additional
venting which can result in extending the service life of the roof.
e
ontractor Signature
Date
AC# 6.-3937534. - STATE OF`FLORID /A,
STRUCTION !
The ROOFING CONTRACTOR
-Named below IS CERTIFIED
Under the provisions o €`Chap er 489 FS.
Expiration date: AUG 31, 2010
CARRUTH, JOHN C
CARRUTH ROOFING COMPANY INC
P 0 BOX 4607
HIALEAH FL 33014
CHARLIE GRIST
GOVERNOR
-DISPLAYAS- REQUIRED BY LAIN`,'
CHARLES W DR
°SECR��3�RY
MIAMI -DADE COUNTY
TAX COLLECTOR
140 W. FLAGLER ST.
14th FLOOR
MIAMI, FL 33130
2008 LOCAL BUSINESS TAX RECEIPT 2009
MIAMI -DADE COUNTY - STATE OF FLORIDA
EXPIRES SEPT. 30, 2009
MUST BE DISPLAYED AT PLACE OF BUSINESS
PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10
THIS IS NOT A BILL -DO NOT PAY
023060 -7
MU
BI1I klOSIN6 CO INC
1 301 NW 71 ST
33150 MIAMI
TRUTH ROOFING CO INC
11tki`.TY BUILDING CONTRACTOR
THIS IS ONLY A LOCAL
BUSINESS TAX RECEIPT. IT
DOES NOT PERMIT THE
HOLDERTO VIOLATE ANY
EXISTING OR REGULATORY
OR ZONING LAWS OFTHE
COUNTY OR CITIES. NOR
DOES IT EXEMPT THE
HOLDER FROM ANY OTHER
PERMIT OR RECEIPT
REQUIRED BY LAW.THIS IS
NOT A CERTIFICATION OF
TAW HOLDER'S QUALIFICA-
PAYMENT RECEIVED
L^9AWI -DADS COUNTYTAX
ALLECroR;11 /03/2008
02240022001
000086.25
SEIE OTHER sff
FIRST -CLASS
U.S. POSTAGE
PAID
MIAMI, FL
PERMIT NO. 231
RENEWAL
STATemft 0271 023060 -7
WORKER /S
20
DO NOT FORWARD
CARRUTH ROOFING CO INC
JOHN CARRUTH PRES
P 0 BOX 4607
HIALEAH FL 33014
%Mai 110111 11 /111 11115 111111111111.91,1111 /111414111
p
ACCPREP
CERTIFICATE OF LIABILITY INSURANCE
PRODUCER
Lion Insurance Company
2739 U.S. Highway 19 N.
Holiday, FL 34691
Phone: 727-938-5581
I DATE)
0//052010
THIS CERTIFICATION 1B ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER THIS ClatTFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
INSURERS AFFORDING COVERAGE
NAIC #
INSURED
Carndh Roofing Company,
301 NW 71st Street
Miami, FL 33150
Phone: 305 - 826-5070
INCA Icon Dance Cry
11075
INSURER @
INSURER C:
INSURER 0:
ENSUREFt E
COVERAGES
THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR TIME POLICY PERIOD INDICATED.
NO1WTHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY
BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HERh3N IS SUBJECT TO ALL THE TES EXCLUSIONS AND
CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
POUCY EFFECTIVE POUCY RATION
DATE (MMJD ) DATE offmIDDITT)
INSR AMYL
LTR INSRD
TYPE OFINSURANCE
POUCY HUMBER
GENERAL UASRITY
COMMERCIAL GENERAL LIABFifTY
ciAwdsMADE 1 I OCCUR
GERIAG RE-GATE UMW PER:
f
-I nLoc
EACH OCCURRED=
DAMAGE TO RENTED
PRE .S (Eaamranee)
I®EXP (Any ore person)
PERSONAL & ADV MARY
AL PSGREGME
PRODUCTS - COMP/OP AGG
AUTIMOBILEUABEITY
ANY AUTO
ALL OIL AUTOS
SCHEDULED AUTOS
HIRED AUTOS
NON- OVIHNED AUTOS
COMBINED SINGLE UMW
(Eaa
BODILY INJURY
(Per Pte)
BODILY GLRIRY
(Peraeaident)
PROPERTY DAMAGE
(Peru
GARAM LUUXLITY
ANYAUTO
AUTO ONLY -EA ACCEIENr
OIHER THAN
AUTO ONLY:
EA ACC
AGG
ERCESSNUMNIEUA MINIM
IOCCUR
11
DEDUCTIBLE
RETENTION $
CLAIMS MADE
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AGGREGATE
WORKERS CCRAPENSAIKIN AND
EMPLOYERS LIABILITY
ANY PROPRIETORIPARMERM(ECUTIVE
OFFICER/MEMBER D(QIE 7?
ffyes, describe ur
SPECIAL PROVISIONS below
OTHER
01/012010
WC 71949
0111112011
X ITORV1MRSI I T
E.L. EMI Alf $
ELD -EAR $
EL INSEAM - POUCY LAST $
1000000
1000000
1000000
DES RIFFION OF OPERATIONS / LOCATIONS /VEHICLES UGICLUSKRIS ADDED BY ENDORSOMENT /SPECIAL PROVISIONS
Coverage appf,es only in the State of Florida
CERTIFICATE HOLDER
CANCELLATION
Miami Shores Village — Building & Zonil►g
10050 NE god Avenue
Miami Shores, Florida 33138
SHOULD ANT OF THE ABA DESCRIBED POLICES BE CANCBLED BEFORE THE EXPIRATION
DATE THEREOF, 'REISSUING I V®.LENDEAVORTOM R_ 30 DAYS WRirTtUN
NancE TO THE . - ,' HOLDER NA® TO THE LIST, BUT FAILURE TO 00 SO SHALL
IMPOSE NO OIRIGA .,:,�:; :,, OF UPON THE INSIIRER, US AGENTS OR
REPRESENTAUVEL
AUTIIONZED
ACORD 25 (200118)
ACORD CORPORATION 1988
AWR D CERTIFICATE OF LIABILITY INSURANCE
PR
THE SOLUTION INS. SERVICES, um.
9900 SW 40th St
Miami, FL 33165
(305) 485 -9090
INSURED
DATE(111I$fDDIYYYY)
2 201
• . - -::+7 . TIER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIR0ATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BI =L0W.
INSURERS AFFORDING COVERAGE
NAIC
CERRUTI( ROOFING, INC.
301 NORTRWES 71 STREET
MIAMI, FL. 33150
COVERAGES
THE POUQES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERK MDICA1ED. NOTWFfHSTANDING
ANY REQUIREMENT, TERM OR CONurnoN OF ANY CONTRACT OR OTHER ISGCumERrr WITH RESPECT TO WHICH THIS- CERTIFICATE MU1Y BE ISSUED OR
MAY PERTAIN, 'THE INSURANCE AFFORDED BY THE POLICIES DEscHEED HEREIN is SIIBJEOT To ALL THE TERMS, ECCLUSIONS AND COMMONS OF SUCH
POLICIeS. AGGREGATE UMWTS SMOWN NAY HAVE BEEN REDUCED BY Pm) OL MUTE.
UR MED OF INSURANCE POLICY NUMBER ^C Yn +WYt)
DATE
GAIL Unwary
COMMERCue. c NERAL LIAB1LRy
CLAINSMADE Q OCCUR
INSURen A: CENTURY SURETY CILNIPANY
JN&URER s
INSURER C;
MEURER D:
INSUMN E
GENT- AAaGREGATE LIMIT APPLES FEN
Xucv�
12 -44298
1/03/10
01/03/11
EACH OCCURRENCE
D A M A S K 1(1 I Jij NJ
PRELIMS SEs wear )
$ 300 000
$ 100,000
N$O 4W (Among moon) $
PERSONAL & Al;AfiNjuRy
comm. AGATE
PRODUCTS - COMP,OP Ass
5,000
300;000
$
300 ,.000
300,000
AUTOMOBILE LIABILITY
ANYAUTO
ALL OWNED ALsr08
SCHEDISLE=b AUTOS
HIRED AUTOS
NON -CVd O AUTOS
GARAGE LAWN
ANYAUTO
EXESS ! umeRELLA LIADIrIY
OCCUR evaismADE
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WORKER COMFE EATION
• AND LAYERS HAMM
ANY �A�
(eaanss,, O*Y In IDE
SPECIAL PROVISIONS belgw
YIN
n
COLUMNED
(Es SGiC,# E t,orr
BODILY INJURY
Wer;el 1)
ROuity INJURY
(Pere
PROPERTY DAif1;AGE
rerenekkel
At TO Only - EAACCID€NT
OTHER THAN GAAGC
AITODOI Y:
$
8
AGG
$
DESORPTION OF OPERATIONS 1 LOCATIONS IVEFNCI.E6, Exc lJS1OSiS ADDED BY ENDommerri SIECIAi. PIS
CERTIFICATE MOUSER
Miami Shores Village
Building & Zoning
10050 NE 21'd Avenue
Miami Shores; Florida 33138
ACORD25(2009ml)
CANCELLATLON
FACH OCCAIRREICE
$
emim■a1
AGG'<TE
$
S
TORY , ER S
EL EA ACCIDENT $
EL OS$EADE- EAENIPIJDYEE
EL DISEA;E. POLICY MDT
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TillFREOR TSB Mauna eenntee afiLL EeneAVUR TO pm 30 >
N 1 E TO TEE CE ssoNEl7E some IMMHI TO TIE LEFT ,. _. , so anALL,
amass {fnuoATIDT Iffili LABILITY aa= ROY
OTBIRI- 2009 ACORD * • • T1ON. Ail rghts reserved.
The ACORD name end Togo are registered marlin of ACORD