RF-13-584Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 192097 Permit Number: RF -3 -13 -584
Scheduled Inspection Date: May 31, 2013
Inspector: Rodriguez, Jorge
Owner: CONDOMINIUM ASSOCIATION, SHORES
\AI
Job Address: 9001 I -A9043 NE 4 Avenue Road
Miami Shores, FL 33138 -0000
Project: <NONE>
Contractor: JALCO CONSTRUCTION INC
I,
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number (305)785 -7760
Parcel Number 1132060460620 -2
Phone: (786)222 -1873
Building Department Comments
RE ROOF FLAT ROOF FOR THE TOWN HOMES FROM
9001 -9043 NE 4 AVE ROAD
Infractio Passed Comments
INSPECTOR COMMENTS
False
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 188019.
provide final mechanical. NB
May 31, 2013
For Inspections please call: (305)762 -4949
Page 10 of 16
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: Electrical
JOB ADDRESS: BU t Li) ULarr goof --4oy3 I.i £ L( fiVra-
City: Miami Shores
Folio/Parcel #: 1I -3206 - --O
%} v
County:
mcgmammi
r 262913
R V r
FBC 20
Permit No. T 0--.524-
Master Permit No.
Miami Dade Zip:
Is the Building Historically Designated: Yes
NO Flood Zone:
/(OWNER: Name (Fee Simple Titleholder): ( SfO(L (..11.1an4 Ci n D • 4411-4.1) Phone #: ? ' 5gie
Address:
City: State: Zip:
Tenant/Lessee Name: Phone #:
Email:
CONTRATOR: Company Name: l.An�y�� / C, Phone #: (&) Z jZ�Z -1 i�.3
Address: /4/9 N i d . j7l•�, V2 6(JJ • I9 1)14( p
Zip: 3312
Phone #: ( 6) ZZZ° f #73
City: lira fl1I` -�- ' / State:
Qualifier Name: cJ0 g i A. V a/r 0
State Certification or Registration #: CCC (Z Z'83 Certificate of rCompetency #:
Contact Phone #: Email Address: jf i // eo Con G . p ta4 r+. y J°O • £isi
DESIGNER: Architect/Engineer: Phone #:
E�.
Value of Work for this Permit: $
Type of Work: ❑Address
Description of Work: i
066
terati
0 0
Square/Linear Footage of Work:
1(01,
epair/Replace ❑Demolition
********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F es************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
("��a
Submittal Fee $ Permit Fee $ ✓ CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ SC0(p. O(f)
Bonding Company's Name (if applicable)
3 nding'CofgpanytAddress
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 MR 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 • spection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection illiot be approved and a reinspection fee will be charged.
Signature
Owner or ent
The fore oing instrument was acknowledged before me this 1.3
day of ,trcI , 20 /3' , by
who is personally known to me or who has producedAv -P 4
Vkitvr : ,�� - e s identifi tion and who did take an oath.
NOT LIC:
Si
P
M
/ .�'�B'�i HLCJHIVUnn Dnias
II PP �� p ��"� op ' Commission # DD 1000541
tis1f�DAir "of,7ni�a °•
nir:.
Notary Public - State o or a
ices Jun 10 2014
APPROVED BY
Signature
The forego
day of
Contractor
instrument was acknowledged before me this (3'
, 20 IS, by
who is personally known to me or who has produced FA, pdev
Pr
esidentification and who did take an oath.
NO LIC:
aeo on
My Comm. Expires Jun 10, 2014
Plans Examiner
Structural Review
(Revised 3 /12/2012)(Revised 07 /10 /07XRevised 06 /10 /2009XRevised 3/15/09)
Zoning
Clerk
THE SHORES VILLAS CONDOMINIUM ASSOCIATION, INC
A CORPORATION NON - PROFIT
8901 N.E. 4th Avenue Rd, Miami Shores, F133138
March 11, 2013
Miami Shores Village
10050 N.E. 2nd Ave
Miami Shores, Fl 33138
Dear Sirs:
This is to inform you that the representative from Jalco Roofing
Contractor is authorized to apply for /obtain and sign the roofing
permits in order to perform the necessary work at the following
units: Building 8801 -8841 (flat Roof) and Building 9001 -9043 (flat
Roof) NE 4th Ave Rd
Thank -you for your attention to this matter.
incerely,
. •o• , e
President of the Association
Property Viewer
Page 2 of 2
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Land Use
Bt- dI./Bat#rs/Katt:
Lot Size:
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2012 �c�fI tf P orowaphy,
http: / /gisweb .miamidade.gov /PropertySearch /
3/21/2013
Florida Department of
Environmental Protection
Division of Air Resource Management
MIAM I.
Miami -Dade DERM
Air Quality Management Division
701 N.W. 1st Court, 2nd Floor
Miami, Florida 33136
COUNTY
NOTICE OF DEMOLITION OR ASBESTOS RENOVATION
TYPE OF NOTICE (CHECK ONE ONLY): !` -a RIGINAL ❑ REVISED 0 CANCELLATION 0 COURTESY
TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION ❑ RENOVATION ROOFING
IF DEMOLITION, IS IT AN ORDERED DEMOLITION? ❑ YES ❑ NO
IF RENOVATION:
IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES ❑ NO File #
IS IT A PLANNED ' NOVATIQN OPERATION? ❑ Y 0 NO Process
Facility Name (e. 0 I ° 7E�
Address 0 Imo- . I . q f — O:2,...1 ) City State Zip kf County
Consultant Inspecting Site
Site
Building Size
(Square Feet)
Prior Use: ❑ School/College/University ❑ Residence
Present Use: ❑ Sch VCollege/Unive ity / ❑ Residenc
II. Facility Owner- Cie- 4 ti I! [
Address
# of Floors Building Age in Years
Small Business Other
❑ Small Business Other
604, Phone t
City
11I. Contractor's Name "' C-
State Zip
Phone (,
Address
City State Zip
Is the contractor exempt from licensure under section 469.002(4), F.S.? ❑ YES 0 NO
IV. Scheduled Dates: (Notice must be .. r 10 wo in a before the project start date)
Asbestos Removal (rnm/dd/yy) Start I� nish: / 1 Z Demo/Renovation (mm/dd/yy) Start Finish:
V. Description of planned demolition or re •vation work to performenjd meth .s to be employed, including demolition or renovation techniques to
be used and description of affected facility components.
Procedures to be Used (Check All That Apply):
VI. Procedures for Unexpected RACM:
VII. Asbestos Transporter: Name
Address
City State Zip
VIII. Waste Disposal Site Name e
Address ` -" „ e
City IV ee State Zip AIR UUA 6 r�;f
IX. RACM or ACM`Procedure, incuding analytical methods, emplbyed`to detect the presence of RACM and tego i � nt l it ! SIORI
T his is tQ t;er#Ify that the required - Not;rication(s) Regarding asbestos have been
sub in' ed`in Compliance with
able regulations.
Date
r
Phone
M AMPJAD .[ .�.
Amount cif RACM or ACM*
square feet surfacing material i square feet cementitio
linear feet pipe ` square feet resilient
cubic feet of RACM off facility components il 7 square feet as
*Identify and describe surfacing material and other materials as applicable:
I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on-
, site during the demolition or renovation an evidence that the required training has been accomplished by this person will be available for inspection
duringrrjfal iness ho
Strip and Removal
❑
Glove Bag
❑
Bulldozer
■
Wrecking Ball
M
Wet Method
1
Dry Method
❑
Explode
❑
Bum Down
OTHER:
dd / .�
VI. Procedures for Unexpected RACM:
VII. Asbestos Transporter: Name
Address
City State Zip
VIII. Waste Disposal Site Name e
Address ` -" „ e
City IV ee State Zip AIR UUA 6 r�;f
IX. RACM or ACM`Procedure, incuding analytical methods, emplbyed`to detect the presence of RACM and tego i � nt l it ! SIORI
T his is tQ t;er#Ify that the required - Not;rication(s) Regarding asbestos have been
sub in' ed`in Compliance with
able regulations.
Date
r
Phone
M AMPJAD .[ .�.
Amount cif RACM or ACM*
square feet surfacing material i square feet cementitio
linear feet pipe ` square feet resilient
cubic feet of RACM off facility components il 7 square feet as
*Identify and describe surfacing material and other materials as applicable:
I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on-
, site during the demolition or renovation an evidence that the required training has been accomplished by this person will be available for inspection
duringrrjfal iness ho
(Print Name o Owner, .perat .
3 i 7
Z z I / 2
(Signature of Owner /Operator)
(Date)
ntact phone #)
i;I3RM t.I E k NJY )�OStmar D to
v d '
II
DISTRIBUTION: White -DERM Yellow- Applicitnt
Pink – Reserve
Gold- Reserve
DE
PLAN REVIEW
FINAL
APPROVAL
DEPARTMENT OF ENViit
A+Ij: MENT
I`- 4`
TAL
RESOURCES
CORE REVIEWER (P
SIGNATURE e,
Florida Department of
Environmental Protection
Division of Air Resource Management
MIAMIDiADE
Miami -Dade DERM
Air Quality Management Division
701 N.W. 1st Court, 2nd Floor
Miami, Florida 33136
NOTICE OF DEMOLITION OR ASBESTOS RENOVATION
TYPE OF NOTICE (CHECK ONE ONLY): PrORIGINA[
TYPE OF PROJECT (CHECK ONE ONLY): ` ❑ DEMOLITION
IF DEMOLITION, IS IT AN ORDERED DEMOLITION?
IF RENOVATION:
IS IT AN EMERGENCY RENOVATION OPERATION?
IS IT A PLANNED RENOVATION OPERATION?
I. Facility Name 4 3 f +''C ' :�� t kkifl
Address
❑ REVISED
❑ RENOVATION
0 YES
❑ YES
0YM
❑ CANCELLATION
ROOFING
❑ NO
• NO
0 N
'COUNTY
COURTESY
City t' r 'State Zip w ' County
Site Consultant Inspecting Site
Building Size (Square Feet) # of Floors Building Age in Years
Prior Use: ❑ SchooVCollege/University ❑ Residence 1 ❑ Small Business Other
Present Use: ❑SchooVCollege/University : ❑ Residence j ❑Small Business Other
11. :Facility Owner p.. 1) i ('* 6 r ' r f- =-19 i a ,r �' Phone (
Address
City_
III.' Contractor's Name
Address
State
City State i Zip
❑ YES
IV. Scheduled Dates: (Notice must be p9s u : rl d 10 working k1ay before the project start date)
Asbestos Removal (mmfddfyy) Start �° `Wish: o ? / ,'' Demo/Renovation (mm/ddiyy) Start Finish:
V. Description of planned demolition or rendvation work to be performedand methods to be employed, including demolition or renovation techniques to
be used and description of affected facility components. ;.',/
Is the contractor exempt from licensure under section 469 .002(4), F.S.?
NO
Procedures to be Used (Check All That Apply):
❑
Strip and Removal
❑
Glove Bag.
❑
Bulldozer
❑
Wrecking Ball
Wet Method
Dry Method �
�]
Explode
®
Burn Down
OTHER: r _-
i
VI. : Procedures for Unexpected RACM:
VII. Asbestos 'Waste Transporter: Name Phone (
Address
4
cew
City VIII. Waste Disposal Site:
Address: : 1;
City.
Amount of I
s+ • . e feet surfacing materia
linear feet pipe
Zip A9F1 OUAWY MAN' a E.N1 F �.a I�!ISION
ectthe,p en •f RACM Category II nd 11 nontriableALM.
x11611$ certify that the require
Ar
square feet cementitio
square feet resilient ;±
bit feet of RACM i ff fa 'Ii components `y square f ash
*Identify an I .es ° ibe surfacing ateri I : nc other materials as <pplicabl : ,
- he i o j . 4s,e r. end tha an i d I ai i e prcvi is (40 s 61, S bpart ')will be on-
1T ,
uo-m ;dem. tia .: a ; • vidence Baa r i r trai' i ;has •
• 'sh b a i .l available or inspection
in e noxr>ial basin s hour. ? ..;a' - . :? • _ .' ,. p f?'q
'
s love
submitted in Compliance with
cable regulations.
c-
ontact phone #)
T61_01-158 4/10 DISTRIBUTION: White -DERM
Yellow- Appli* ant
Pink- Reserve Gold- Reserve
Florida Department of
Environmental Protection
Division of Air Resource Management
NOTICE OF DEMOLITION OR ASBESTOS RENOVATION
❑ REVISED
MIAMI.?
COUNTY
Miami -Dade DERM
Air Quality Management Division
701 N.W. 1st Court, 2nd Floor
Miami, Florida 33136
TYPE OF NOTICE (CHECK ONE ONLY): ORIGINAL
TYPE OF PROJECT (CHECK ONE ONLY): ' ❑ DEMOLITION
IF DEMOLITION, IS IT AN ORDERED DEMOLITION?
IF RENOVATION:
IS IT AN EMERGENCY RENOVATION OPERATION?
IS ITA PLANNED RENOVATION OPERATION?
Facility Name r
Address
City
Site
❑ RE OVATION
❑ ES
❑TES
❑ YES
O. CANCELLATION
X ROOFING
❑ NO
❑ NO
0 N
❑ COURTESY
File#
Process #
State
Building Size (Square Feet)
Prior Use: ❑ School/College/University ❑ Residence
Present User, ❑ SchooVCollege&University ' ❑ Residence
II. Facility Owne
Address
City
11I. Contractor's Name
Zip County
;Consultant Inspecting Site
of 'Floors Building Age in Years
j ❑ Small Business Other
Small Business Other
Phone ( )
State j Zip
Phone ( )...
Address
City State Zip
Is the contractor exempt from licensure under section 469.002(4), F.S.? 0 YES ❑ NO
IV. Scheduled Dates: (Notice must be postmarked 10 working days before the project start date)
Asbestos Removal (mm/dd/yy) Start :' Hnish: ''' Demo/Renovation (mm/dd/yy) Start: Finish:
V. Description of planned demolition or renovation work to be performed and methods to be employed, including demolition or renovation techniques to
be used and description of affected facility components.
Procedures to be Used (Check All That Apply):
❑
Strip and Removal
❑
Glove Bag
❑
Bulldozer
❑
Wrecking Ball
Wet Method
❑
Dry Method
[]
Explode
❑
Burn Down
OTHER:
VI. Procedures for Unexpected RACM:
VII. Asbestos Waste Transporter: Name Phone t
Address
City State I Zip
VIII. Waste Disposal Site:
Addres �, .�.,
�l e ii:g M:
i -s`d I 2 a City _ S _ Zp AU Qu'urf FAIEPAL,mn,n
rloN
IX. RACM atitt P c , din anal ytical meth mployed
to dq ect the • %I' ence of RACK and Category l and II nonfnabl ACM.
a9, t 11s i to certify x{ t,ai the ruc�uired
Notlficution(s) Regarding aAD(„ ,i0 s hi .tv-( b- .:n
submitted in Compliance witt'r
square feet cenaentitiotls rei.r' S
� ,,, a � !i able re ulatiarlzo
square feet resilient fiogrr ,
Alb
Amount of RACM or ACM*
square feet surfacing material
linear feet pipe
cubi f e. tt f RA off fa I
*Identify and de
o RACM o ; ity components square feet as a Rofin
urfacing materi I an other materials as applicablie:
.
I c di th el ve i
site during the der olitio
duri ; Hernial business hours.
-rte
rmation s rr nd that an in 'du I trai
or rend a videncet t r it
re in he
p
tra iy g as •z
k
ns of this r
sh
tion (40 CFR,'. s61, S bpart IN) will be on-
by i so ill : . ,= 'fable for inspection
(Prin o Ow ip rat
t
(Signature of Owner/Operator)
'(Date)
r
(Contact phone #)
ERMI$E ON3�Yostrrlaat
eed
,.(
i
#
�
X
161_01-158 4/10
DISTRIBUTION: White —DERM Yellow - Applicant
Pink — Reserve Gold— Reserve
PLAN REVIEW
FINAL
APPROVAL
DEPARTMENT OF ENVIR AL
RESOURCE`, AGE
SIGNATIBE DATE
NOTICE. OF COMMEN
A RECORDED' C1JPY MUST BE.POSTED: ON THE JOB Srf
PERMIT NO.
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
EMENT
HR, „P;)ii NSPEcroN
111111111111 111111111111111 111111111111111111
=�>t 2013R0262587
OR Bk. 28566 F's 3515; (111s)
RECORDED 04/05/2013 14:58:20
HARVEY RUVII4; CLERK OF COURT
MIAMI -DADE COUNTYp FLORIDA
LAST f
TAX FOUO NO.
z:.
THE .,!9•txT.pi../PNIPXOt..Yes'n$Fticrp, that irriproyemerat Ft,#ill be made'to certain teat,
prp,petty;;artd in accords wtth Chapter tiaifloridsiStEadtes, the follbwfng hiforrl atIorr"
is provided-..6 thi &;Nttice Qf GQirrlmencemerrt.
recording office
}�1„ i�egal;desGri p,D of
,•
2. Description of improvement:
h
s. Owne rs) name and ad
`I'ilterestir j
IVaFrig a • -
4 :664tract
5: $tarety (Payment bonri' iequir
Name lik'r and phe " y
`Amount of bond
8: Lender's nafine and ad i }
• 7. Persons thlrrthe State of Florrda •desig.
nated by Owiarupon whom notices or other documents may be"served as • provided' by •
Section 713 13(1)(a)7 ,Elba's: State s" •
Name address acid phd'neiiumber . (:� ( i- y20 1A•;�,'`a ' 7.67 �aC2
1.
11 l' YCL' TIFYl' aT L1soW P;apy iht,
8..In;addition to'fhimself, Owners desi`grfates thef'elloviting' person ,R ,y°the tire
793 ;13( )(b), Porida Statutes .,1. j t,
Name, address and.pphone numbeit �m (,.. 3.0..'1° � 1
9: Expiration dates of this Notice dtCommencementi 1I .iJ' e%% 4 .� J--` 10 „F�
LC
-(the expi :n A3 :' r , e+ taco Ili ulUgss a;_ afferent date is sPe i ie ,
1iAADE'BYarH1= OWNEI111F ER THE IRATIQIJ o gTIiE NO�TiCE pFZ 4 }Jt+IMF(JGEMENTk4RE COJ SIDERED
R 718, -t} AM.,:-SEC ON41313: FLORIbA STATOS A (3 C�`AN UQLT� IN. 'OO1R PAYING TWIG. E FOR
A TtCE .C1F: yJM NCEMfNT MUST RE RE b 13 °AI�17 DON THS JOB �TE BE1 bRE THE
END TO Ot TAIN FINANCIN , • • tCQ)JSU1LT WITH YOUR LFNDER p AN ATTORNEY BEFORE COMMENCING'WORK •
YOUR NOTICE OF COMMENCEMENT -
tv-Phi
• / 2 1V7M ' C
• • ineotlorP
WAANING;TO QWNER A
IMPRO PAYMENT
IIVJPF#0, TO Yi
FIRSTIE
OR RECORD'
PSignatu,�r�
rlepared
Print Name
Title/Offiee
STATE OF •FLQp
COUNTY OF MIAN�i I
The •foregoing'iristrument`was"ae1 nowiedgsd bmfi rear
By 0:::` ®f-aa
1] Individuaiiy, Or . as R
❑
Pere llaICy knotii;+i , o ®• rodup� the lofid
i..i fature Of :NO
?tint Name:
• _'(S':.
.r/Fartner/Manager f
•Prepared::By • :<i
Print Name
Title /Offlca, :.•
J-.i. - t'...a -J i :•jJ , ®'...: Y. ®t:. '.”
y t dad sr hava-reaa
arePrue teethe best of my
Under penalties'of:
that the facts stated 1
Signa ' e(s) Of OfAmerts .
•
By
Owner(s)'s'Ai thorized
g0 and belief r •
,.K
fficer/Ufreet„Qr/Partner
123.0142 PAGE 3 3110
ager:who sigr ed;above :
'By
1.;44 2 v 013 JU Florida Building Code Edition 2010
Hig - elocity Hurricane Zone Uniform Permit Application Form.
y ®„- „,,,_. ® ®®meo . Section A (General lnfonnation)
Master Permit No. Process/If o.
�t ke- G.
Contractor's Name � �'� ` "� �
Job Address /f)0 (” / O L2 0 t• ei 1d L- `Zb ii/ o i
9"{Low Slope
0 Asphaltic Shingles
❑ New Roof
eroofing
Low Slope Roof Area (S
/4 000' loo
ROOF CATEGORY
O Mechanically Fastened Tile
O Metal Panel/Shingles
f3 Prescriptive BUR -RAS 150
ROOF TYPE
❑ Recovering
ROOF SYSTEM
INFORMATION
CI Mortar /Adhesive Set Tile
F) Steep Sloped Roof Area (SF) Total (SF)
Section B (Roof Plan) Ai f � A OOO
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. f13 5
sections and levels, _.__.a.. identify .....:........4 elevated pressure zones an I.eatiob O�- - --- -
Include dimensions
parapets.
15.34
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2010 FLORIDA BUILDING CODE — BUILDING
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONgS - REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 govem the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor. The owner's initial in the designated space indicates that the item has been explained.
Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of
providing that the roof system meets the wind resistance and water instruction performance standards.
Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues
such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of
the agreement between the owner and the contractor.
7(2. , Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to removing the existing roof system).
Common roofs: Common roofs are those which have no visible delineation between neighboring
units (Le., 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.
S6%) Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
(- be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the
appearance.
l y' Ponding water: The current roof system and /or deck of the building may not drain well and may
cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
original roofing system is removed. Pounding conditions should be corrected.
Overflow scuppers (wall outlets): It is required that rainwater flows off so that the 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 Sections R4402, R4403 and R4413.
64" Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structure_ assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of the
•i
olfli 4
Contractor Signature Date
1(3.
X6.
x7.
roof. ,
1 /.
er /Agent's Sig ature Date
Revised on 7/9/2009 LD
Section C
MIAMF
COUNTY
Miami -Dade County HVHZ Electronic Roof Permit Form
Section C Page (Low Slope Roof Systems)
'Delivering Excellence Every Day"
Fill in the specific roof assembly components. if a component Is not required, Insert not applicable (n/a) in the text box.
2OOF SYSTEM MANUFACTURER:
!GAF MATERIAL
'roduct Approval (NOA): 08- 0922.04 ` System Type:
Nind Uplift Pressures, From RAS 128 or Sealed Calculations:
(P1) Field:
(P2) Perimeters:
(P3) Comers:
Psf
-108.0
Psi
psf
Maximum Design Pressure From NOA:
Roof Slope:
0.25
-270
" : 12 Roof Mean Height:
psf
Parapet Walls: No 0 Yes Parapet wall Height:
Deck Type: --Structural Concrete --
Support Spacing:
Altemate Deck Type:
Existing Roof:
" o/c
ft.
SAME
Fire Barrier:
NA
Vapor Barrier:
Anchor Sheet:
Anchor Sheet Fastener / Bonding Material:
Insulation Base Layer Size & Thickness: Y
Insulation Base Layer Fastener / Bonding Material:
HOT MOP ASPHALT TYPE IV.
Insulation Top Layer Size & Thickness:
Insulation Top Layer Fastener / Bonding Material:
NA
Base Sheet(s) & No. of Ply(s):
GAFPLYIV(1)
Base Sheet Fastener / Bonding Material:
HOT MOP ASPHALT
. _ ......... ... ...._...... _
Ply Sheet(s) & No. of Ply(s):
GAF PLY IV (2)
Ply Sheet Fastener / Bonding Material:.
HOT MOP ASPHALT
ft.
Top Ply:
IIMMZUMIM
ac MAR 2 6 2013
B Y:
GAF MINERAL CAP SHEET
Top Ply Fastening / Bonding Material:
Surfacing:
'GRANULES
SINGLE PLY MEMBRANE:
Single PIy Manufacturer / Type:
INA
Single PIy Sheet Width:
No. of Single Ply 1/2 sheets:
Single Ply Membrane Fastening / Bonding Material:
" 1/2 Sheet Width:
NA
❑ FASTENER SPACING FOR BASESHEET ATTACHMENT
❑ SINGLE PLY MEMBRANE ATTACHMENT
1. Field: " o/c @ Laps &
2. Perimeter. " o/c @ Laps &&
3. Comer: " o/c @ Laps & rows
rows
rows
" o/c
" olc
" olc
NUMBER OF FASTENERS PER INSULATION BOARD:
1. Field: '(JJ 2. Perimeter
Insulation Fastener Type :
3. Comer.
WOOD NAILER TYPE AND SIZE:
1 X 6 PT WOOD
Wood Nailer Fastener Type and Spacing:
1TAPCON 3/8 EVERY 12 "OC
EDGE & COPING METAL SIZES:
Edge Metal Material I.- 'Galvanized Metal- -
Edge Size: 4" face 24 ga --
Hook Strip Size -SELECT EDGE METAL HOOK STRIP SIZE--1
Edge Metal Attachment:
11-1/4 RS NAIL 4 "OC
-- SELECT PARAPET WALL COPING MATERIAL --
Coping Material:
Coping Size:
Hook Strip Size:
Parapet Coping Metal Attachment:
-- SELECT COPING METAL SIZE OR THICKNESS --
-- SELECT COPING METAL HOOK STRIP SIZE--
Concrete Deck W i od Blocking
MtAM1•
COUNTY
"Delivering Excellence Every Day"
Miami -Dade County HVHZ Electronic Roof Permit Form
Illustrate Components Noted and Details as Applicable:
TOP PLY
INTERPLIES
,
BASE SHEET �t�
OPTIONAL ANCHOR '}SS
SHEET
ASTM PRIMER
i,
CONCRETE DECK 4 4,
BASE LAYER
INSULATION
-41 • = 'I
r_
Q
k
•
5.
TOP LAYER -
INSULATION
DRIP METAL
CONTINUOUS
CLEAT
WOOD NAILER
Parapet wall height:
Roof Mean Height:
Drip Metal:
NA
ft.
ft.
I4X4 GALV
Continuous Cleat:
NA
Surfacing:
GRANULES
Top Ply:
LGAF MINERAL CAP
Interplies:
GAF PLY IV
Base Sheet:
GAF PLY IV
Top Layer of Insulation:
[NA
Base Layer of Insulation:
Pe"), i I 1
Wood Nailer:
11 X 6 PT WOOD
Wood Nailer Fastening:
TAPCON 3/8"
Anchor Sheet:
. TGFIJ.R1306 - Roofing Systems rage Lot 425
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 1h -in. minimum
gypsum board Is an acceptable altemate for insulation over C -15/32 decks.
The use of polystyrene insulation board between minimum 3 -in. thick perlite board and deck with rosin paper (perlite /•rosin
paper /polystyrene /perlite) is a suitable altemate for polyisocyanurate board in the following Class A, B or C systems.
" EnergyGuard RA" or "Tapered EnergyGuard RA" or "EnergyGuard Composite RA" may be substituted for any Atlas polyisocyanurate insulation in
• any of the following Classifications.
Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ".
"GAFGLAS ® #80 Premium Base Sheet" may be used in any of the following systems.
"GAFGLAS® Flex Ply 6" and 'Tri -Ply Ultra - Flexible Ply 6" are suitable alternates to "GAFGLAS® Ply 6 ".
"GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications.
Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2' /z to 3- gal /100-
ft2.
"Ruberoid Dual Smooth" may be used as an alternate to "Ruberold Mop Smooth" or "Ruberoid 20"
Class A, B and C
Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes.
"Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification.
Class A
1. Deck: C -15/32 Incline: 3
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness.
PIy Sheet: — Three or more plies Type G1 or "GAFGLAS® Ply 4" or "Tri -Ply Ply 4" or " GAFGLAS® Ply 6" hot mopped.
Surfacing: — Gravel.
2. Deck: C -15/32 Incline: 2
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness.
Ply Sheet: — Three or more plies Type G1 or " GAFGLAS® Ply 4" or'Trl -Ply PIy 4" or " GAFGLAS® PIy 6 ".
Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -PIy Mineral Surfaced Cap Sheet " or " GAFGLAS®
EnergyCap BUR Mineral Surfaced Cap Sheet."
3. Deck: NC Incline: 2
Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate
composite, perlite /urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 -In. maximum.
Ply Sheet: — Two or more plies Type G1 " GAFGLAS® Ply 4 ", "Tri -Ply PIy 4" or "GAFGLAS® PIy 6
Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or'Tri -Ply Mineral Surfaced Cap Sheet" or " GAFGLAS®
EnergyCap BUR Mineral Surfaced Cap Sheet."
4. Deck: C -15/32 Incline: 1
Slip Sheet (Optional): — Red rosin paper, nailed to deck. •
Base Sheet: — One ply Type G2 " GAFGLAS® #75 Base Sheet" or'Tri -PIy #75 Base Sheet" (may be nailed).
PIy Sheet: — One or more plies Type G1 "GAFGLAS® PIy 4" or "Tri-Ply Ply 4" or GAFGLAS® Ply 6 ".
Cap Sheet — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or'Tri -PIy Mineral Surfaced Cap Sheet" or "GAFGLAS®
EnergyCap BUR Mineral Surfaced Cap Sheet."
5. Deck: NC. Incline: 3
Base Sheet: - One ply Type G2 "GAFGLAS® #75 Base Sheet" or'Tri -PIy #75 Base Sheet".
Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri -Ply PIy 4" or "GAFGLAS Ply 6 ".
Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or'Tri -PIy Mineral Surfaced Cap Sheet" or "GAFGLAS®
EnergyCap BUR Mineral Surfaced Cap Sheet."
http: / /database.ul. corn/cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 6/18/2010
MIA M IOADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (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 BCCO (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. BCCO reserves the right
to revoke this acceptance, if it is determined 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 Florida Building
Code and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF Conventional Built-Up-Roof System for Concrete Decks.
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 revises NOA No. 08- 0221.04 and consists of pages 1 through 19.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 08- 0922.04
Expiration Date: 11/06/13
Approval Date: 05/05/10
Page 1 of 19
Deck Type 3I: Concrete Decks, Insulated
Deck Description: 2500 psi structural concrete or concrete plank
System Type A(2): Insulation layer adhered with approved asphalt.
All General and System Limitations shall apply.
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft2
EnergyGuardTM Perlite Roof Insulation
Minimum 1" thick N/A N/A
Structodek®, Structodek® TD, Dens Deck®
Minimum %" thick N/A N/A
Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to
application of base sheet. All insulation shall be adhered to the deck in full mopping of approved
asphalt within the EVT range and at a rate of 20-40 lbs /100 ft2. Please refer to Roofing Application
Standard RAS 117 for insulation attachment. Composite insulation panels used as a top layer shall
be placed with the polyisocyanurate side facing down.
Base Sheet: Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 UltimaTM Base
Sheet, GAFGLAS® PLY 4, GAFGLAS® F1exPly'" 6, RUBEROID ®.Modified Base
Sheet or RUBEROID® 20 directly to the insulated substrate. Adhere with any
approved mopping asphalt applied within the EVT range and at a rate of 20-40
lbs. /sq.
Ply Sheet: One or more plies of GAFGLAS® Ply 4 or GAFGLAS® F1exPly"" 6 ply sheets
adhered in a full mopping of approved asphalt applied within the EVT range and at a
rate of 20 -40 lbs. /sq.
Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®
EnergyCapTM BUR Mineral Surface Cap Sheet adhered in a full mopping of
approved, asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq.
Surfacing: (Optional)
Apply any surfacing/coating option listed in Table 4.
Note: Chosen components must be applied according to manufacturer's application instructions.
Maximum Design
Pressure: -270 psf (See General Limitation #9.)
NOA No.: 08- 0922.04
Expiration Date: 11/06/13
Approval Date: 05 /05 /10
Page .8 of 19
CONCRETE DECK SYSTEM LIMITATIONS:
1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field
withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and
density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and
Roofmg Application Standard RAS 117; calculations shall be signed and sealed by a Florida Registered Engineer,
Architect, or Registered Roof Consultant.
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 20-40 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' 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 side lap 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 121bsisq.
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. lithe fastener value, as field- tested, are below
275 lbf insulation attachment 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. 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. Calculations prepared, signed and sealed by a Florida registered 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 to
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.: 08- 0922.04
Expiration Date: 11/06/13
Approval Date: 05/05/10
Page 19 of 19