RF-09-224Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Scheduled Inspection Date: June 03, 2009
Inspector: Rodriguez, Jorge
Owner: ULMER, DALE
Job Address: 800 NE 98 Street
Miami Shores, FL
Project <NONE>
Contractor: ANCHOR ROOFING COMPANY
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number
Parcel Number 1132060142570
Building Department Comments
Inspector Comments
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
lAbN61
itivt
BUILDING
PERMIT APPLICATIO
FBC 2004
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
RECEIVE
FEB 11,
Permit No. f 0 •12-1-
Master Permit No.
Permit Type (circle): Building Electrical Plumbing Mechanical
Roofing
Owner's Name (Fee Simple Titleholder) Li Phone # 3 0( 751 14 3,CS.
Owner's Address 80D j4 E q
City A. Stkra-CS State 4- L Zip 33
Tenant/Lessee Name /VA Phone #
Job Address (where the work is being done) goy rle R 4.
City Miami Shores Village County Miami-Dade Zip 331 313
FOLIO / PARCEL # fl 32.00 ,04 2570
Is Building Historically Designated YES NO
.303- b9) 7707 01:7F
Contractor's Company Name 4/4 e41-0/, tWOOf--1,4 6E1. Phone # 3D5 332 I13 c-..
Contractor's Address 1013 E. • .2.3 .5-1,
City 141P%. State 1.--L, Zip 33DI3
Qualifier Phone # 305 332- k .1
fier Name IPty ptom_o ""..,(.4-7 62-
State Certificate or Registration No. act- 131,1,lio Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $
f-
Typi4f Work:
['Addition
Describe Work:
1_ I
,q 50 .t9
DAlteration
Square / Linear Footage Of Work:
DNew
1:e-Repairaeplace
■■■=1•••■••■
17-5
0 Demolition
r t_ s-' 4.) ***********************************Fees********************************************
/6100-53— CCF $ 1. coicc
SubmitMI Fee Permit Fee $
.....----
Notart$ Training/Education Fee $ 0 110 Technology Fee $ 'M
ScanOug $ (..1/ *CO Radon $ DPBR $ Zoning $
Bond $- Cod r Double Fee $
Structural Review. $ Total Fee Now Due $ (CO x9C31
See Reverse side -+
LID
F'm 2 0) Jai
Cc 3
MIAMI SHORES VILLAGE
RE-1: F.:07 522009 1144 FUT 1356235 AKE
Bonding Company's Name (if applicable) 4 4)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
� )A
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 A14I4'IDAV1T: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR. NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
Owner or Agent y
The foregoing instrument was ac owlleedged before me this I3
day of 20 Cl by - S t) 1i2 N.4.4
who is personally known to the or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
r****************** * ********* **** * * ** * * * ** * ***** **
' Signature
Contractor
The foregoing instrument was acknowledged before me this 1
day of
who is personally
200) by . ' ` _ iZ
l�
own to me or who has produced
as identification and who did take an oath.
APPLICATION APPROVED BY:
(Revised 02/08/06)
Print:
My Commission Expires:
Plans Examiner
Engineer
Zoning
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
'Ec1 -a—A
Flbl+ida Building .Code Edition 2004
High - Velocity Hurricane Zone Uniform PennitAppUcatioirFonn
Maste I PeJii ,,
Contr'
Job /Ai
Section A (General Information)
❑ Low Slope
❑ Asphaltic
Shingles
ROOF CATEGORY
❑ Mechanically Fastened Tile . Mortar /Adhesive Set Tile
0 Metal Panel/Shingles :i Wood Shingles/Shakes
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof ❑ Reroofing ❑ Recovering
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF)
Repair ❑ Maintenance
Steep Sloped.Roof Area (SF) Total (SF)
Section B (Roof Plan) _
Sketch ROof Plan: Illustrate all level's and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly,identify dimensions of elevated pressure zones and location of
parapets.
Str24
elm
ST
15.32 FLORIDA BUILDING CODE — BUILDING
Florida .Suil
His ii'Valo Hurricane
Section
nd Coda Edition 200
Zone tirliform 41111it A .1.1.4atibn'Fon%
Product Approval Number: • 0
MitigIUM De I ,519n IMO itAlapkAblb (0.06:13:0:121:.br4.0"%it04:10.:
SP2t, Pat
Maximum Dssigri ssurd
Product Approval Specific System:
Ste-6 .S
stem Descri
D:edkTypoti.
ype Urderlaymeti :
.insuiatiort:
,Ftr
Rktge Ventiltildri?
Mean Roof
Voitiv4 5- 11
08/00/01. 08 :34 FAX 305 375 2908
„— r•r—.— ••-"'"
,BLDG, CODE COltYL1ANCE .'-r SITE/S11rAL K 422 oou4um
• F---; • \ . High Velocity Hurricane Zone Uniform PermitApplicatian Form
•
Section E (Tile Calculations)
For Moment based tilo systems, choosa either iVtethod t or 2. Compared tlio values
for Mrwlth rho values from Mr. rtthe Mrvalucs aro groator than or equal to tho Mr
values, for each area of Mho roof, then the tilo attachntcnt method is acceptable.
tcthod 1 "Mo
x, •Z3� . =
X
xa. 47,S1' =2
;;•
0'
r'10¢1744.
ant Based Tile Calculations Per R.AS 127" 5e,t
.. Mgr 44... M,
— mg: M, `
NOA Mr 77ST T
-Mx:, S (• M NOA Mr
14,0A Mr '29'57
Method 2 "Simplified Tile Calculation rer Table Bcloiv"
Required Moment.of • itesistancc (M,) Prom Table Below__ ___; •OA Mr
,, , - • r -•equ rad Moment eslstance'
'.an,. o• _ . •
15' 20' . 25'
30' 40'
.' . ,le .
Roof 810 e • .
� J 1111111111111M1101111111111MMINIMIZMINIMILMINI
�20 �
era to to.
'IM M
T
9
Minilaniil
28,9
30.9
.
Z4.8
. .
IIIMMIIILIUIIIIIIIIIIIIIIIIIIIIIILZIIIIIIIIIIIMMIINIIIIEIZMIIIIIIIILIILIIOII
2 0,8 .5
, .
BLUM
1., ,
"Must be used in coti)unetion with n list of moment based the systems endorsed by tho
Brower County Board of•Rules And Appeals.
For Uplift lsasea tilo systems use Method 3. Compared tho vnkluaa for r' with tho
values for Fr. If the F' values are greater than .or equal to trio •Fr values, for each
nren• of the roof, then this tile Attachment method is acceptable.
• Method 3 "Uplift. Based Tilo Calculations Per RAS 127"
(i'1 x w _)— W: x cos O: a Fri: tYOA
- (F= a x ws =_) - W: x cos 0: = Fa: NOA 1'__
(P3 : _;;.x I: ;..,�'�•„_,,_ x w: J — W:• x cos Q - Frst .: . NOA F',.."
• . `�
Where to • brain orttzatton•
.
Descri'tion
ym'o
'
era to to.
3.111111.111311111111
11111111117"m1PIPIIP,IMMIIMINI
9
a• a
.
0- to
!A
I.14,. taSe9tt lance
,u to vfontcnt ' es stones
• n mum At • ut es eo
,
Calculated
• •
•
• uited -U • tin Reastanea
Fr
IT
Calculated
. . .
.Ite
volt tat i•'nrtl
"OA •
.
w• w widtidt h •
A e CU Al ons must- • • su Mttte loud 1C u • n4 ce Ie 4 0 lic a lip "
0I•
•
MIA MI•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Clay Forever
6801 NW 72 Avenue
Suite 301
Miami, FL 33166
MIAMI DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREEET, 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 Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) 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 described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Volcan by Altusa, Spanish "S" Clay roof The
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 revises NOA # 04- 0426.04 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 06- 0706.07
Expiration Date: 08/26/09
Approval Date: 10/19/06
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category:
Sub Category:
Material:
Roofing
Roofing Tiles
Clay
1. SCOPE
This new roofing system using Volcan by Altusa Spanish "S" Clay Roof Tile as manufactured by
Temisa (Tejas Miranda, SA.) in Miranda, Venezuela and as described in Section 2 of this Notice
of Acceptance. For locations where the pre$sure requirements, as determined by applicable
Building Code does not exceed the design pressure values obtained by calculations in compliance
with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be
done as a moment based system.
2, PRODUCT DESCRIPTION
Manufactured by Dimensions,
Annlicant (nominal)
Volcan by Altusa Length: 19.8"
Spanish "S" Clay Roof Width: 10
Tile varying thickness
Trim Pieces
Length: varies
Width: varies
varying thickness
2.1 SUBMITTED EVIDENCE:
Test Agency
IBA Consultants, Inc.
PRI Asphalt Technologies, Inc.
PRI Asphalt Technologies, Inc.
Roof Tile Association
Test Product
Seca cations Description
High profile, one - piece, `S' shaped single roll
ASTM C 1167 clay tile with a nominal 2-' inch headlap.
For direct deck nail -on, mortar set, or
adhesive set applications.
Accessory trim, clay roof pieces for use at
PA 112 hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Test Identifier
2397 -59
PDI-002-02-01
PDI- 01-02 -01
99 -0041 NTRMA High
Test NamelRenort
ASTM C 1167
TAS 101
TAS 101
Miami -Dade NOA
Date
04/27/04
10/08/02
10/08/02
1999
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test maybe performed in
accordance with RAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with PA 112 appendix `A'. Such testing shall be submitted to the
Building Code Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
NOA No.: 06-0706.07
Expiration Date: 08/26/09
Approval Date: 10/19/06
Page 2 of 6
4. INSTALLATION
4.1 Volcan by Altusa Spanish "S" Clay Roof Tile and its components shall be installed in strict
compliance with Roofing Application Standard RAS 120.
42 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (1 x w )
Tile Profile
Weight -W (Ibf)
Length -I (ft)
Width -w (ft)
Volcan by Altusa
7.1
1.650
0.833
Table 3: Restoring Moments
due to Gravity
Table 2: Aerodynamic Multipliers - A. (ft3)
2 ": 12"
or less
Tile
Profile
4 " :12"
1()
Batten Application
X (ft)
Direct Deck Application
Volcan by Altusa
Batten
Direct
Deck
0.235
0.255
Table 3: Restoring Moments
due to Gravity
- Ma (ft-Ibf)
2 ": 12"
or less
3 ":12"
4 " :12"
5 ":12"
6": 12"
7 ":12" or
greater
Batten
Direct
Deck
Batten
Direct
Deck
Batten
_
Direct .'
Deck ;
Batten
Direct
Deck
Batten
Direct
Deck
Batten
Direct
Deck
4.78
5.12
4.71
5.05
4.62
4.96
4.51
4.84
4.38
4.67
4.25
4.55
NOA No.: 06- 0706.07
Expiration Date: 08/26/09
Approval Date: 10/19/06
Page 3 of 6
Table
Tile
Profile
Tile Appliation
4: Attachment Resistance. Expressed as a Moment - Mt (ft -ibf)
for Nail -on Systems
The
Profile
Fastener Type
Dirt Deck
(Min{ 15/32"
plywood)
Direct Deck
(Min. 19/32"
plywood)
Battens
Volcan by
Altusa
2 -10d Ring Shank Nails
28.6
41.2
19.4
1 -10d Smooth or Screw
Shank Nail
$.1
6.8
2.8
2 -10d Smooth or Screw
Shank Nails
6.9
92
7.3
1 . #8 Screw
28.7
28.7
N/A
2 . #8 Screws
58.2
58.2
26.8
1 -10d Smooth or Screw
Shank Nail (Field Clip)
23.1
23.1
19.0
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
29.3
29.3
24.0
2 -10d Smooth or Screw
Shank Nails (Field Clip)
27.6
27.6
38.6
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
38.1
38.1
41.8
Table 5: Attachment Resistance Expressed as a Moment Mt (ft Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Appliation
_
Minimum Attachment
Resistance
Volcan by Altusa
Adhesiiie
Minimum Attachment
Resistance
29.33
2 See manufactures component approval for installatio
requirements.
3 Flexible Products Company TileBond Average weight
Polyfoam Product, Inc. Average weight per patty 8 grams.
er patty 10.7 grams.
Table 5A:
Moment - Mf (ft-ibf)
- Mr (ft-Ibf)
Attachment Resistance! Expressed as a Moment
for Single Patty Adesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Volcan by Altusa
Polyfoam PooyPromi
66.5"
Polyfoam PgiyProTm
38.7°
4 Large paddy placement of 63grams of PolyProh.
5 Medium paddy placement of 24grams of PalyProT°".
Table
Moment - Mf (ft-ibf)
5B. Attachment Resistance Expressed as a
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Volcan by Altusa
Mortar SetT
24.50
NOA No.: 06- 0706.07
Expiration Date: 08/26/09
Approval Date: 10/19/06
Page 4 of 6
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or
following statement: "Miami-Dade County Product Control Approved ".
�K VOLCAN BY ALTUSA MADE IN VENEZUELA SIC
LABEL FOR VOLCAN SPANISH "S" TILE
LOCATED ON THE TOP OF THE TILE
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable
building code in order to properly evaluate the installation of this system.
NOA No.: 06- 0706.07
Expiration Date: 08/26/09
Approval Date: 10/19/06
Page 5 of 6
VULCAN `S' STATUE CLAY BARREL ROOF TILE
PROFILE DRAWINGS
END OF THIS ACCEPTANCE
NOA No.: 064706.07
Expiration Date: 08/26/09
Approval Date: 10/19/06
Page 6 of 6
Owner's Notification for Roofing Permits issued under the Florida Building
Code
Section: 1524 - High Velocity Hurricane Zones R�quired Owners Notification for Roofing
Considerati ns
1524.1 As it pertains to this section, it is the responsibili of the roofing contractor to provide the
owner with the required roofing permit, and to explain to a owner the content of this section.. The
provisions of Chapter 15 of the Florida Building Code, Building 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 and the contractor. The owner's initial in the
adjacent box indicates that the item has been explained.
1. Aesthetics_ - Workmanship: The workmanship provisions of Chapter 15 (High Velocity
Hurricane Zone) are for the perpose of providing that th roofing system meets the wind resistance
and water intrusion performance standards. Aesthetics (ppearance) issues are not a consideration
with respect to workmanship provisions. Aesthetic issue such as color or architectural appearance,
that are not part`of a zoning code,•should be addressed s part of the agreement between the owner
and the contractor..
. Renailing Wood Decks: When replacing roofing, the existing wood roof desk may have to
be renaited in accordance 'with the current provisionsof Chapter 16 (High Velocity Hurricane Zones) of
the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof
system).
•
3. Common Roofs: Commohfroofs are those vikhich have no visible delineation'between•
neighboring units {Le. townhouses, condominiums, etc.). In buildiirgs with common roofs, the roofing
contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed.
4. Exposed Ceilings: Exposed, open beam cel ings 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 penetrations of the underside of the decking may not be acceptable. The Florida
• Building Code provides the option. of maintaining this appearance.
5. Ponding Water: The current roof system and/or deck of the building may not drain well
and may cause water to pond (accumulate) in low -lying areas of the roof. 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. •
6. Overflow scuppers (wall outlets): It is requ red that rainwater flow off so that the roof is
not overloaded .from a build' up of water. Perimeter /edge Wails or other roof extensions may block this
discharge if overflow. scuppers (wall outlets) are not prov ded. it may be.necessary to install overflow
scuppers in accordance 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 wh ;ch can result in extending the
service life of the roof.
Owner'slAgent's Signature Date
. Contract° s Signature