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Miami Shores Village IED
Building Department F B 13 1s
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949 lJ.
FBC 20
BUILDING Master Permit No. I� J(08
PERMIT APPLICATION Sub Permit No.
❑BUILDING F-1 ELECTRIC ROOFING ❑ REVISION EXTENSION RENEWAL
PLUMBING [:] MECHANICAL PUBLIC WORKS [:] CHANGE OF E]CANCELLATION [:] SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: `_9LJ ` 01
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): (o Phone#:
Address: 9C)1 kph In t
City: nn I Qm State: -F( Zip: 2313
Tenant/Lessee Name: Phone#:
Email: G d o 6?0
CONTRACTOR:Company Name: ff-� �/l�ber7Y JCJiy1�5 � u� %/J& Phone#: A63677 28E
Address: RGO ,:;w 6-ri Qum II
City: State: fil Zip: aJ
Qualifier Name: f Phone#:
State Certification or Rei ration#: Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: ��1 City: State: Zip:
Value of Work for this Permit:$ 1 ,c��� Square/Linear Footage of Work: �� C'))
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: r_pC--'
Specify color of color thru tile:
Submittal Fee$ L�_ 'W Permit Fee$ EC'K ) , QZ) CCF$ CO/CC$
Scanning Fee$ Radon Fee$ Q.Com) DBPR$ L? ' Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$ 9M • C;D T
TOTAL FEE NOW DUE$ ' 3 v
(Revised02/24/2014)
��s • 30
Inspection'Worksheet
Miami Shares Village
10060 N.E.2nd Avenue Miami Shares,FL
Phone: (305}795-2204 Fax:.{306}756.8972
Inspection Number:INSP-297299 PermitNumber: RF-248-88
Scheduled Inspection Date:June 11,2018 Permit Type: Roof
Inspector:Alvarez,Manny Angel- Inspection Type: Find Roof
Owner: CORDEROL CARLOS AND NIC14ELE Work Classification: Flat
Job Address:301 NE 101 Street
Miami Shares,FL 33138-2468
Phone Number
Pard Number 1132060135180
Project: <NONE>
Contractor: A-1 PROPERTY SERyicES GROUP INC Phone.(786)419-5041
Building Department Comments
tntractio Passed Comments
I I -Irt7C>I=FLAT INSPECTOR COMMENTS
False
I
Instosr>tnents
Passed
Failed
t
cflrreNeeded e
4.
Fee
I
0
Fbr Inspections pleasa call.(305)762,4949
gage 5 0[33
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Z'.
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t
Bonding Company's Name(if applicable)
Bonding Company's Address _
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zor,ing.
t
"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 f commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is is ed. In the absence of s h posted notice, the
inspection will not be approved and a reinspection fee will be charged.
i
Signature zela Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoini strument was acknowledged before me this
day of 20 by day of 20 by
QA' C(,;rc •wll �known to �i;L�lY�j' � wh`o`i�p*6 0ff/hpown to
me or who has produced �` O� , '�� as me or who has produced �` O� . ��i as
• • `�•.Qa��•...✓(/COQ• •...✓GCO�• /
identification and who did takAn�oatg �.,�� identification and who did take anbaths
NOTARY PUBLIC: =" p • 2: �N = NOTARY PUBLIC:- `�' r • _:
:N D• .0 e
,F .o. �� • i�F '.�
Sign: Sign:
Print: Print: `
Seal: Seal:
APPROVED BY r Plans Examiner Zoning
Structural Review ) Clerk
(Revised02/24/2014)
t
Permit No. RF-2-18-368
Miami Shores Village Permit Type:Roof
10050 N.E.2nd Avenue NE
Work Classification:Flat
Miami Shores,FL 33138-0000 Per 'I't
F' �` Phone: (305)795-2204
Permit Status:APPROVED
+�OR1Df"
Issue Date:2/13120`18 Expiration: 08/12/2018 k
Project Address Parcel Number Applicant
301 NE 101 Street - 1132060135180
CARLOS AND NICHELE CORDEI
Miami Shores, FL 33138-2468 Block: Lot:
Owner Information Address Phone Cell
CARLOS AND NICHELE CORDERO 301 NE 101 Street t
MIAMI SHORES FL 33138-
. ,
301 NE 101 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone
Valuation: $ 18,000.00
A-1 PROPERTY SERVICES GROUP IN (786)419-5041
x ._ ..,.w, �_., .. .._..... r._ Total Sq Feet: 2819
Type of Work:Re Roof Available Inspections:
Additional Info:RE-ROOF FLAT Inspection Type:
Classification:Residential
Scanning:3 Tin Cap
Final Roof
i
Roof in Progress
Renailing Affidavit
Review Roof
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
Bond Type-Contractors Bond $500.00 Invoice# RF-2-18-66434
CCF $10.80
DBPR Fee $4.50 02/13/2018 Credit Card $50.00 $795.30
DCA Fee $3.00 02/13/2018 Check#: 10112 $795.30 $0.00
Education Surcharge $3.60 Bond#:3656
Permit Fee-New Roof $300.00
Scanning Fee $9.00
Technology Fee $14.40
Tota I: $845.30
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certifyth �tall the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction d zoning. Futher , I thorize the above-named contractor to do-the work stated.
February 13, 2018
Auth&lVd ignature:Owner / Applicant / Contractor / Agent Date
Building Department Copy
February 13, 2018 1
F
� �
n
Property Search Application- Miami-Dade County Page 1 of 3
t
4
When buying real estate property,you should not assume that property taxes will remain the same.Whenever there is a change in ownership,the
IMPORTANT assessed value of the property may reset to full market value,which could result in higher property taxes.Please use our Tax Estimator to
MESSAGE approximate your new property taxes.
The Property Appraiser does not send tax bills and does not set or collect taxes.Please visit the Tax Collector's website directly for additional
information.
O 00
Address Owner Name Subdivision Name Folio
SEARCH: 301 ne 101 st Suite c
PROPERTY INFORMATION 0
Folio:11-3206-013-5180
Sub-Division:
MIAMI SHORES SEC 1 AMD -
Property Address t
301 NE 101 ST ' . . -
Miami Shores,FL 33138-2424
Owner
CARLOS E CORDERO
NICHELE S BANSEE CORDERO
Mailing Address
301 NE 101 ST
MIAMI SHORES,FL 33138
PA Primary Zone
1000 SGL FAMILY-2101-2300 SQ
4 4
f
Primary Land Use
0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT
Beds l Baths l Half 3/2/1 �.
Floors 1
Living Units 1
Actual Area
Living Area
Adjusted Area 2,085 Sq.Ft '
Lot Size 8,625 Sq.Ft - `
Year Built 1949
Featured Online Tools
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Assessments Property Taxes Report Discrepancies Report Homestead Fraud
Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board
ASSESSMENT INFORMATION 8BENEFITS INFORMATION
Year
817 2916 zs,s 0
\ Benefit Type 2017 2016 2015
Land Value $258,854 $215,711 $207,224
'..Save Our Homes Cap Assessment Reduction $110,979 $76,171 $71,385
Building Value $188,588 $189,995 $191,403
'..Homestead Exemption $25,000 $25,000 $25,000
Extra Feature Value $396 $396 $396
Second Homestead Exemption $25,000 $25,000 $25,000
Market Value $447,838 $406,102 $399,023 Note.Not all benefits are applicable to all Taxable Values(ie.County,School Board, I
Assessed Value u. $336,859 $329,931 $327,638 City,Regional). J
L�_.._
FULL LEGAL DESCRIPTION 0
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Property Search Application- Miami-Dade County Page 2 of 3
_............................._........_..... _.-_._.___.____..........._ ....__.............__..................__
TAXABLE VALUE INFORMATION 9 MIAMI SHORES SEC 1 AMD PB 10-70
2017 2016 2015 LOT 13 8 W12 OF LOT 14
COUNTY BLK 38
Exemption Value $50,000 $50,000 $50,000 LOT SIZE 75.000 X 115
OR 18877-1452 11 19991
Taxable Value $286,859 $279,931 $277,638
SCHOOLBOARD
Exemption Value $25,000 $25,000 $25,000
Taxable Value $311,859 $304,931 $302,638
CITY
Exemption Value $50,000 $50,000 $50,000
Taxable Value $286,859 $279,931 $277,638
REGIONAL
Exemption Value $50,000 $50,000 $50,000
Taxable Value $286,859 $279,931 $277,638
SALES INFORMATION 9
Previous Sale Price OR Book-Page Qualification Description Previous Owner 1
10/112013 $585,000 28866-0988 Qual by exam of deed SIMONE MAYER 8 MAYDA PEREZ
11/01/1999 $215,000 18877-1452 Sales which are qualified
04/01/1996 $143,000 17165-3862 Sales which are quaffied
04/01/1986 $86,000 12873-3267 Sales which are qualified
06/01/1982 $120,000 11459-0697 Other disqualified
For more information about the Department of Revenue's Sales Qualification Codes.
2017 2016 2015
LAND INFORMATION 9
Land Use Muni Zone PA Zone Unit Type Units Calc Value
GENERAL R-17.5,R-18.5 1000-SGL FAMILY-2101-2300 SO Front Ft. 75.00 $258,854
BUILDING INFORMATION 9
Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.FL Adj Sq.Ft. Calc Value
1 1 1949 1,905 $172,307
1 2 1962 180 $16,281
EXTRA FEATURES 8
Description Year Built Units Calc Value
Wall-CBS unreinforced 1949 180 $396
ADDITIONAL INFORMATION
The information listed below is not derived from the Property Appraiser's Office records.It is provided for convenience and is derived from other government agencies.
LAND USE AND RESTRICTIONS
Community Development District: NONE Community Redevelopment Area: NONE
Empowerment Zone: NONE Enterprise Zone: NONE
Urban Development: INSIDE URBAN DEVELOPMENT Zoning Code: R18.5-
BOUNDARY
Existing Land Use: 10-SINGLE-FAMILY,MED.-DENSITY(2-5
DU/GROSS ACRE).
Government Agencies and Community Services
OTHER GOVERNMENTAL JURISDICTIONS
Business Incentives Childrens Trust City of Miami Shores Environmental Considerations
Florida Department Of Revenue Flonda Inland Navigation District PA Bulletin Board Non-Ad Valorem Assessments
School Board South Florida Water Mgmt District Tax Collector
The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade
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Property Search Application- Miami-Dade County Page 3 of 3
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i.asp
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Section C '
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Section C Page(Low Slope Roof''Systems) i
"Delivering Excellence Nvcry L>av"
Fill in the specific roof assembly components.If a component is not required,insert not applicable(n/a)in the text box. 1
ROOF SYSTEM MANUFACTURER: GAF
Top Ply:
-- N/A
15-0203.24 D1
Product Approval (NDA): System Type: _- _ Top Ply Fastening/Bonding Material:
Wind Uplift Pressures,From RAS 128 or Sealed Calculations:
-----------
(PI)
. _-(P1) Field: -42.8_ psf Surfacing N/A
SINGLE PLY MEMBRANE: •••
(P2) Perimeters: -71.1 psf I 1 i •• ••••i• •••••• i
Single
(P3)Comers:; E 108:0 . psf egurad Freedomr ••HW TPO 60mi1"';•• . ••
Maximum Design Pressure From NOA: psf I • •
--60 Single Ply Sheet Width: IN/A "1/2 Shee Viat : N/A. • •••••:
I 1 ••i•
Roof Slope: 11/412 Roof Mean Height: 12_ ft. j • ••.•
__�_- ": No.of Single Ply 1/2 sheef ts: N/A •• ••• • • •
Parapet Walls: 0 No ❑Yes Parapet wall Height: N�A_-_ _ ft. Single Ply,Membrane Fastening/Bondin•Material: •••••: •..•••
I HW-adliered to anchor Sheet&RcMed aii weight roller ••
Deck Type "5/8"Plywood-- i • ••••**1•i ••••i•
❑FASTENER SPACING FOR BASESHEri1 ATTACHMENT00
i
Support Spacing: NSA _ 'o/c 0 SINGLE PLY MEMBRANE ATTACHMENT • *%; ' •
Alternate Deck Type:
® 1.Field: "o/c @ Laps&[M rows �� "o/c • •
Existing Roof.F i t
N/A ' 2.Perimeter. "o/c @ Laps& ro "o/c
Fire Barrier: i I I
l 3.Corner:: "o/c @Laps& rows "o/c
Versashield Solo Slip Sheet
___. __._._.. _
Vapor Barrier: OF FASTENERS PER INSULATION BOARD:
� �
N/A I N/A N/A
1. Field: 2. Perimeter: .---- 3. Comer. _,
Anchor Sheet:rI
InsulationlFastener Type`: I
Storm Safe Anchor Sheet I:
Anchor Sheet`Fastener/Bonding Material:
WOOD NAILER TYPE AND SIZE I
DriliTec"3 Rib Galy Plate(flat)&DrillTec#1414-5/8
Insulation Base Layer Size&Thickness: 2x6 PTj Wood Nailer j
EnergyGurad Polyiso 2"4x4 Wood Nailer Fastener Type and Spacing:
ase . a #12 Wood Nail 16"OC x 41/4
Insulation Base Layer Fastener/Bonding Material: _______ _ _ ___ _ �______.._... .
201722#141Fastener EDGE&COPING METAL SIZES: V i
Insulation Top'Layer Size&Thickness: Edge Metal Material: --Galvanized Metal--' j
N/A
Edge Size: --3"face 2,6 ga.-- i
Insulation Top Layer Fastener/Bonding Material: I METAL EDGE HOOK STRIP N/A-- i
Hook Strip Size: ._. ._ . _.
N/A Edge Metal Attachment: l j
Base Sheet(s)?&No.of Ply(s): 1-1/4"Ring Shank Nials ! '
N/A
Base Sheet Fastener/Bonding Material: Coping Material: SELECT PARAPET WALL COPING MAT
N/A d Coping Size: --SELECT COPING METAL SIZE OR THICKNESS--
Ply Sheet(s)&;No.of Ply(s): Hook Strip Size: ,_--SELECT COPING METAL HOOK STRIP SIZE--
.. � - - --
N/A „ Parapet Coping Metal Attachment:
Ply Sheet Fastener/Bonding Material: N/A a
N/A -
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Single Ply Edge Detail 3I
MIAMI fr
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"Delivering Excellence Evers,D,y" Single Ply Membrane Edge Metal Detail
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Edge Metal Approver)Sealant I 1
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Continous Cleat
One Gauge Heavier
Than the Edge Metal �` y �� ••••
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all F :Single Ply Membrane i
J�;` �• x �; Base Layer&
C►ptional Top Layer
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Roof Deck
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Provide Component Information
Roof Mean Height: 12 ft.
Edge Metal Type and Size: IT face 26 ga Galvanized metal
Continuous Cleat: I N/A
i
Surfacing: I WA I
Single Ply Membrane Type: Evergurad Freedom HW TPO 60mil
Top Insulation Layer Type:
Base Insulation Layer Type: I EnergyGurad Polyiso 2"4x4
r
Wood Nailer Type&Size: 1 2x6 PT Wood Nailer
Wood Nailer Attachment: I_#1 2 Wood Nail 16"OC x 41/4
Deck Type: 5/8 Plywood I
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HIGH VELOCITY HURRICANE ZONES SECT16N1524
REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS 1 s
1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contradl"fo'provide ithe owner with•••••
the'required roofing'permit,and to explain to the owner the content of the section.T4*1wivisionsof Smtion R4402• •
govern the minimum requirements and standards of the industry for roofing system frm;h'itions.Additionally,ttt
following items should be addressed as part of the agreement between the owner ani!iti�'rQntracbr'.1U owne?s••••
initial in the designated space indicates that the item has been explained. ... •F •••••
....... . . : .....
... . .•
2• Renailing wood decks:When replacing roofing;the existiniwo6d Zoof deck may have W...%
'be renailed in accordance with the current provisions of Section R4403. (Tl a roo#deck igusually
concealed prior to removing the existing roof system). •..• ,•
......
1
4. Exposed Ceiling: Exposed,open beam ceilings are where the unde side of the roof decking
can be viewed from below. The owner may wish to maintain the architectural appearance;therefore,
roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of
maintaining the appearance.
6. (ice �
Overflow scuppers(wall outlets): Itis 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 pIioovnR
'may be necessary to ins ll overflow
scuppers in accordance with the requirements of Sect2, R4403 and R44;13. I
Owner/Agents Signature Date Signature Dates
I
Property Address X3/3 i� Permit Number i
+ I i
Revised on 7/9/2009 LD;07/01/2015; i
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MIMIAMDiADE I MIAM1-DADE COUNTY
! PRODUCT CONTROL SECTION
!
DEPARTMENT OF REGULATORY AND ECONOMIC RESOUR11805 SW 25 Street,Room 208
CES(RER) Miami,Florida 33175-2474
', BOARD AND CODE ADMINISTRATION DIVISION ( i T(786)315-2590 F(786)31525-99
NOTICE OF ACCEPTANCE (NOA) I www.miami�dade.gov/economy
GAF - j i i
1 Campus Drive ; I
Parsippany,NJ 07054 •
' . •i 0000 1 ......
i •
SCOPE: •• •• •
This NOA is being issued under the applicable rules and re i �•� '. p
a g� pp � gulations governing the}l�q Q�i�onstructiQn � •
materials.The documentation submitted has been reviewediand accepted by Miami-Vg4e,County RE$.-1 ;••••;
1 000..
Product:Control Section to be used in Miami Dade County and other areas where allowedby the.0j �•�••
Authority Having Jurisdiction(AHJ). ! I •
00.. 0000.
This NOA shall not be valid after the expiration date statedibelow.The M 00
Miami- Dadh*Cdt2�'ity •••••' , •• •••
Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than UNni Dade '
County)reserve the right to have this product or material tested for quality assurance purloses.1 ...:.
this product or material fails to perform in the accepted manner,the manufacturer wixaicpr the• ( •••.:
expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such ••• I
product or material within their jurisdiction.RER reserves the right to revoke this acceptance,if it is I
determined by Miami-Dade County Product Control Section that this:product or material fails to
meet the requirements of the applicable building code. 1 i 1
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: : GAF EverGuard®Freedom'TP
O HW,EverGuard Eztreme®Freedom"'TPO'
HW and EverGuard®Freedom'TPO with RapidSeam'"Technology Single �
Ply Roofing Systems over Wood Decks. E
qLABi
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state i
and following statement: "Miami-Dade County Product Control App"roved",unless otherwise noted
herein. 1
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.
TERMINATJON of this NOA will occur after the expiration date or ifithere has been a revision or
change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an i
{ 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
j NOA. ' +
ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and 1
u 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.
i
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactluer 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. 140403.06 and consists of pages 1 through 17. +
p The submitted documentation was reviewed by Jorge L.Acebo.
i
NOA No.: 15-0203.24
MIAMI•DADE COUNTY r Expiration'Date: 09/15/19
Approval Date: 05/14/15
i Page 1 of 17
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ROOFING SYSTEM APPROVAL l i
Category: Roofing j
Sub-Category: Single Ply Roofing
Material: TPO j
Deck Type.• Wood ! ;
Maximum Design Pressure -67.5 psf.
i
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: I
TABLE 1 • •
Test P>�'ddui�"t I
. . •
Product Dimensions Specification i Deion ' 1 I
EverGuard®Freedom TPO Various ASTMD6878 Self-adhered ther�ilastic alefin.
with RapidSeam"` TAS 131 reinforced sing1a�y'membioane wrti .....
Technology self-adhering lam.••�, •• ••:..
K EverGuard Freedom TPO Various ASTM,D6878 Self-adhered tke;"o&stic oleT •
HW TAS 131 reinforced single-plyInemb4ane Tith •„�
a heat weldable seam. :”"' , .
EverGuard Extreme® Various ASTM D6878 Self-adhered ther1hoplastic oreTuf. i •• ••
Freedom"TPO HW TAS 131 reinforced single-ply!membrarie with
a heat weldable seam designed for
is advanced protection Itgainst heat
aging and UV degradation.
GAFGLAS®#75 Base Sheet 39.37" ASTMD4601 A smooth asphaltic base or base/ply
(1 meter)Wide sheet reinforced withl fiberglass mat.1
E ' I i
Tri-Ply®#75 Base Sheet 39.37" ASTM D4601 A smooth asphaltic base or base/ply i
(1 meter)Wide sheet reinforced withl fiberglass mat
GAFGLAS®#80 Ultima7' 39.37" ASTMS D4601 A smooth asphaltic base or base/ply
I Base Sheet ' (1 meter)Wide i sheet reinforced withl fiberglass mat 1
} GAFGLAS®Stratavent® 39.37" ASTM D4897 A smooth surfaced asphaltic nailable
Eliminator'Nailable (1 meter)Wide venting base sheet reinforced with
Venting Base Sheet fiberglass mat.Bottom side surfaced ;
with granules.
VersaShield®Fire-Resistant 12"x 100'rolls ASTM D226 Non-asphaltic fiberglass-based'
Roof Deck Protection underlayment and/or fire barrier. I
4 StormSafe"°Anchor Sheet 48"wide ASTMD4601 A synthetic anchor sheet
! manufactured of polypropylene J !
woven fabric coated on both sides 1
with polypropylene. 4
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Ruberoid®2039.37" ASTM;D6163 SBS polymer-modified asphalt base
(1 meter)Wide sheet reinforced with.a glass fiber
matE
Ruberoid®Mop Smooth 39.37" ASTMD6164 Non-woven polyester mat coated !
(1 meter)Wide with SBS polymer-modified asphalt
andl smooth surfaced. I
NO A No.:15-0203.24
r MIAMHDADE CON
UTY ` Egpiratiou Date: 09/15/19
Approval Date: 05/14/15
i ( Page 2 of 17
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i d
Test Product
Product Dimensions Specification Descripiion
Ruberoid®Mop Smooth 1.5 39.37" ASTM ID6164 Non-woven polyester mat coated
(1 meter)Wide with SBS polymer-modified asphalt
" and smooth surfaced.
EverGuard®TPO Coated
4'x 10'sheets Proprietary 24 gauge steel with a 125 mil thick
Metal ; GAF TPO for edge do fling. , 1
i EverGuard Extreme®TPO 4'x 10'sheets Proprietary 24 gauge steel with a 25 mil tOtiek••
j' Coated Metal ( GAF TPO for edge 41t-jailing a'htl•• ••,••;•
designed for advMce(fprotedtion•.i i •
against heat aging ancli.JV
deg radation. ......
....
EverGuasd®TPO Cover 6"x 100' Proprietary GAF TPO laminatedato white toWr ••...
Tape 10"x 100' tapeprimarily i15tol�t edge ji2et#1 ; i •• ••'
details. •• •• •' •• ••••••
EverGuard®TPO Cover 6"x 100' Proprietary Flashing strip 4aniffa�tured from• ••••••
Tape Heat-Weld` ( '•
unreinforced GAF Tip lami3i'a4id fo i
a six inch wide ship kalf the rhi ••""
witli a self-adhered sine and tie
strip with a heat-weldable edge;used
r for edge metal details! i
EverGuard Extremes TPO 6"x 100' hing strip manu
Proprietary Flasfactured from
!' Cover Tape Heat-Weld' i unreinforced GAF TP'O designed fort
advanced protection against
+C+
heat aging and UV de, radation.
I Laminated to a six inch wide strip, i
F half the strip with a self-adhered side;
I and half the strip with°a heat-
weldable edge;used for edge metal
j details.
EverGuard®TPO Detailing 24"x 50' Proprietary Unreinforced flashing;material
µ Membrane manufactured from GAF TPO.
EverGuard Extreme®TPO 24"x 50' Proprietary Unreinforced flashing material
Detailing Membrane i manufactured from GAF TPO'
designed for advanced protect j
{ against heat aging and UV
degri dation. Jembrane EverGuard'TPO Flashing Various Proprietary Reinforced flashing
Strip manufactured from GAF TPO.
' EverGuard Extreme®TPO Various Proprietary
Reinforced flashing membrane
Flashing Strip manufactured from GXF TPO, �.
designed for advanced.protection
against heat aging ands UV , +
F: { degradation.
NOA No.: 15-0203.24
MIAMFQADE CouNW ; ExpirationDate: 09/15/19
"'• ' { Approval Date: 05/14/15
i I Page 3 of 171
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Membrane Type: TPO i
j
Deck Type lI: Wood,Insulated
Deck Description: Min. 19/32"thick CDX plywood secured 6"O.C.with 8d ring shank nails to
supports spaced maximum 24"o.c. I I ?
System Type D(1): Insulation is preliminary attached to roof deck,anchor sheet is mechanically
fastened through the insulation into the deck Membrane is fully adhered to i
the anchor sheet. j
All General and System Limitations apply. Roof accessories notlisted in Table 1la this 90A.' ••••..
are not approved and shall not be installed unless said accessories demonstrate cb%phance Ali*, •�
prescriptive Florida Building Code requirements and are field fabricated utilizNg tdlI appr6vefl' ••••••
....:.
membranes listed in Table 1. � � �,��•
Fire Barrier: Min. %4"thick DensDeck'Roof Boaid,Securock®Gypsum-Abg4 ,'.bof BcVd•••' •
(Optional) or Securock'Glass-Mat Roof Board;min.0.75"Thick EnergyGuae Perli1W �,•
i Roof Insulation loose laid or YLrs
_a-SjuddOVersFire Resistant Roo$Nck
Protection or Topcoat FireOut'Firei,Barrier Coating appliedpmpanufacturer,
instructions. • • • • ••.. •
y One or more layers of any of the following insulations. •• ••
Insulation Layer Insulation!Fasteners Fastendl".•
(Table 3) Density/ft' ,
r EnergyGuard"'Polyiso Insulation,EnergyGuard"RH iolyiso Insulation
p Minimum 1"thick 1 N%A N/A I ,
Note:Insulation is preliminarily fastened to roof deck.Please refer to Roofing Application
Standard RAS 117 for insulation attachment. i I
Anchor sheet: StormSafe"'Anchor Sheet is mechanlically fastened through the insulation into
the wood deck with Drill-Tec'"3"Ribbed Galvaliime Plate(Flat)and Drill-
Tec'"#14 Fasteners spaced 8 in. o.c.along the 4 in.wide side laps and 8 in.in
two staggered rows in the field of the sheet(14-5L8"row spacing).
Membrane: Ever u ' �`TPO with RapidSeam Technology adhere to the
} ancho eet wi a minunum 6"side lap fully self- adhered and rolled with a
a weighted roller.
Or
EverGuard®Freedom TPO HW or EverGuard Extreme®Freedom17`TPO '
HW adhered to the an-c-ors t and rolled with a!weighted roller. iThe 3"
w side laps are sealed with a 1.5"wide heat weld for automatic machine I
welding. Weld width shall be a minimum 2"width for hand welding.
n Surfacing: Chosen components must be applied in accordance with manufacturer's
ti (Optional) application instructions. Any coating listed below used as A surfacing
h must be listed within a current NOA. i
1. EverGuard'TPO Batten Seam Profile or EverG'uard' 11 0SSeam P Iofile
installed in accordance with manufacturer's specifications and applicable Building
p Codes.
2. Topcoat'Membrane applied at 1 to 1.5 gal./sq.,j
3. Topcoat'TPO Red Primer applied at 0.5 gal./sq.prior to applying Topcoat'Membrane.
Maximum Design
Pressure: -60 psf. (See General Limitation#7) j
j NOA No.:15-0203.241
CK
MIAMI•DADE COUIM Expiration]Date: 09/15/19
Approval Date: 05/14/15,
Page 12 of 17,
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WOOD DECK SYSTEM LIMITATIONS:
5
1 A slip sheet is required with GAFGLAS®Ply 4,Tri-Ply 11 Ply 4 and GAFGLAS®F1exF'ly'6 when {
I used as a mechanically fastened base or anchor sheet.
GENERAL LIMITATIONS:
i
1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials ;
••••
Directory for fire ratings of this product. I I
2. Insulation may be installed in multiple layers. The first layer shall be attached it gpffipliance a4ith. j .•
Product Control Approval guidelines. All other layers shall be adhered in a full ---129 of •..•; •••• •
approved asphalt applied within the EVT range and at rate of 20-40 lbs./sq.,or"o&Wl Cally j ••••
attached using the fastening pattern of the top layer ..•• • ! •
3. All standard panel sizes are acceptable for mechanical attachment. When appliediAlapproved•• • ; 06:00•
asphalt,panel size shall be 4'x 4'maximum. ! •••• ••'••
4. An overlay and/or recovery board insulation panel is required on all applications oven�;losed ceZf •00
foam insulations when the base sheet is fully mopped.If no recovery board is usW,Base sheet • ' •o 00:0
...
F i shall be applied using spot mopping with approved asphalt, 12"diameter circles,*;4"q.c.; or sVip ! •
mopped 8"ribbons in three rows,one at each side lap and one down!the center of �''s$eet .. . , :"
allowing a continuous area of ventilation. Encircling of the strips isnot acceptable. )` 6"break•••
shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either I
system shall be at a minimum rate of 121bs./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
i 275 lb£,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field-tested,are below 2751bf.insulation attachmentishall not be acceptable.
' 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachr�nent is based
on a.minimum fastener resistance value in conjunctionwith the maximum design value listed
within a specific system. Should the fastener resistanceibe less thanithat
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 i
li Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. !
7. Perimeter and comer 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 and/or RAS 137.Calculations prepared,
signed and sealed by a Florida registered Professional Engineer;Registered Architect Ior Registered
Roof Consultant(When this limitation is specifically referred within this NOA,General
Limitation#9 will not be applicable.) I.
a8. All attachment and sizing of perimeter nailers,metalprofile,and/or flashing termination designs
shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements.
u 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.
a field,perimeters,and comers).Neither rational analysis nor extrapolation shall be per for
enhanced fastening at enhanced pressure zones(i.e.perimeters,extended comers and iromers). f
u (When this limitation is specifically referred within this NOA,General Limitatioil#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 61G20-3 of the Florida Administrative Code.
4 END OF THIS ACCEPTANCE {
!
j NOA 11,4o.:15-0203.24 I
Mwntn CouNnr Expiration Date: 09/15/19
Approval'Date: 05/14/15
{ { Page 17 of 17
4
n1e:///Users/CliinaxRoofingIne/Di,-sktop/GAF UL'Cer ifications.hur
"DensDeck® DuraGuardT"" Roofboard" or minimum 1/4-in. thick United Stites Gypsum Co.
SECUROCKO Roof Board" (Type FRX-G)" or "SECUROCKO Glass-Mat Roof Board"(Type
SGMRX), mechanically fastened with all the butt joints staggered a minimLlim of 6-in. from the
butt joints in the plywood deck. ! f
Insulation: — "EnergyGuard or or "EnergyGuard T"' NH" or EnergyGuard?m RA" or
"EnergyGuardTm RN" or "EnergyGuard T"' RF" or "EnergyGuard TM Ultra" or TM
NH Ultra" or "EnergyGuardTm RH" or "EnergyGuardTm RM", any thickness, mechanically
fastened or fully adhered with hot roofing asphalt or adhered;with "LRF Adhesive M" or`"TPO
LRF Adhesive M Low Temp" or OMG Inc. "Olybond Fastening System", ap`plied as a nominal
3/4-in. bead or "GAF 2-Part Roofing Adhesive", applied as a nominal 2-1&-in. bead-Kith a 1919....
maximum on-center spacing of 12-in. or any UL Classified insulation akW4iye, applied per the.'
manufacturer's installation instructions.
1919
r I eoeeLe 0 0190.019*0
Cover Board (Optional): — 1/2-in. thick "EnergyGuardTm HD" or 1/2-in•44ick •
"EnergyGuardTm HD Plus" or "EnergyGuardTm NH HD" or "EnergyGuard="DUH HQP.Itire '•••�0
mechanically fastened. E •••• 09:000
Membrane: — "EverGuard@ TPO FB Ultra" 45-mil to 80-mil{or "EverGuarel;=-xtr • R • ••19••
FB Ultra" 50-mil to 80-mil, full adhered with hot roofin as halt or adh er�gQ;TPO....0
Y 9 P gireo with "LRE ' .'
Adhesive M" or "LRF Adhesive O", applied as a nominal 3/42in. diametbr bb&d with a• •••• •
maximum on-center spacing of 12-in., applied parallel to the slope of the rc+of. **""' •
+ ; 1919 1919....
46. Deck: NC Incline: 1 '••••
Insulation (Optional): —"'EnergyGuardT""' or "EnergyGuardTm NH" or "EnergyGuard TM RA"
or yGuard I
Guard m
NH Ultra" or "EnergyGuardTm RH" or "EnergyGuardT RM'or wood fiber Guard 1oil,glass fiber br dT"'
g fiber or
perlite, any thickness. I
Cover Board: — 1/2-in. thick "EnergyGuard TM HD; or 1/2-in thick "EnergyGuardTm HD Plus"
or "EnergyGuard TM NH HD" or "EnergyGuard TM NH HD Plus'( or 1/2-in. thick "EnergyGuard T"
RH HD or 1/2-in. thick high density wood fiberboard or one ply"VersaShie'Id0 Fire-Resistant
Roof Deck Protection", mechanically fastened.
Slip Sheet:
h t:• One ply "StormSafeT""",T mechanically fastened..
Membrane: — EverGuard@ Freedom TPO HW; or EverGuard@ FreedomT"' TPO with
Rapid SeamTm Technology" 45-mil to 80-mil, self-adhered. ' !
I
J�47. Deleted.
8. Deck:`C-15/32 Incline: 1/4
!
Fire Barrier: — Two plies "VersaShield@ Fire-Resistant Roof Deck Protection" or one ply
VersaShield@ Solo' Fire Resistant Slip Sheet" or minimum 1/4-in. thick Georgia-Pacific
Gypsum LL "DensDeck@ Roof Board" or "DensDeck@ Prime Roof Board" or minimum 1/4-
in. thick United States Gypsum Co. "SECUROCK@;Roof Board" (Type FRY:-G) or,
"SECUROCK@Glass-Mat Roof (Type SGMRX), mechanically fastened
� I
Insulation: — Ener Guard 1or EnergyGuard , NH orEnergyGuard"m RA" or !
EnergyGuard TM RN" or nergyGuardT'" Ultra" or"EnergyGuard T" NH Ultra" or +
"EnergyGuard TM RH" or wood fiber or glass fiber or`, perlite, any thickness.
Slip Sheet: — One ply "at
o T"", mechanically fastened.
Membrane: — "EverGuard@ FreedomTM TPO HWH or "EverGuard@ FreedomTm TPO with
Rapid Seam TM Technology -mi o - , self-adhered.
49. Deck: C-15/32 ' Incline: 1/4
3
l �
Primer: — "TOPCOAT@ FireOutTm Fire Barrier Coating" or 17i ireOUtT m Fire Barrier Coating",
applied at a rate of 1-gal./100-ft.2.
Insulation: — "EnergyGuardTM or"EnergyGuardT;" NH" or "EnergyGuard , RA" or
EnergyGuard TM RN" or "EnergyGuard TM Ultra" or "EnergyGuard TM NH Ultra" or
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69 of 194 i 2/10/18,3:22 PM
Phone:(305)662-3710 A-1 Engineering Inspection Services Inc Lab Certification#16-0510.15
Fax:(786)800-2627 4225 SW 71 Ave Miami FL 33155 alroofinspection@gmail.com i
`t Anchor or Base Sheet Fastener Spacing Calculations
Date: 2/12/2018
r
Client Information:
Permit Number: Process Number:
Roofing Contractor: Al PROPERTY SERVICES
Job Address: 301 NE 101 ST MIAMI SHORES FL 33138 ••••
...... . .. ......
Building Information: '
Exposure Category ED Risk Category 2 ....
.... . .....
Mean Height: 15.0 ft. """ •• ••
Parapet Height: 00ft. •••••• •
Roof Deck: Plywood 5/8"CDX n'al edzw 8d-Ririg Shank;Sheathing Nails 6"°o:c. •` :'••••
Roofing System Information:
L Roof System Manufacturer: GAF Materials Corp
Miami Dade Product Approval Number: 15 0203.24 System Type: _ ,D-1
Base Sheet Description: iRF StarmSafe Base Sheet
Base Sheet Manufactured Width: 48.00',. inches Head Lap Width 4 inches
Fastener Description: brr ll=Tec #, 4'MECHAN1CAt.i:Y'F.ASTE. ERS u
NOA Fastener Spacing for Head Lap(side lap): B:O:Inchio.c.
Number Center Rows(between head laps) and Fastener Spacing: 1 2 1 rows staggeredi tCh o
NOA maximum design value: -60, psf
Architectural Appearance Calculation Requiring 3/4" Ring Shank Nails ? No
Calculated Fastener Spacing Results:
Per RAS 117 Anchor/Base Sheet Attachment Calculations: (see calculation notes on following page)
Design Pressure Head Lap FS Center Rows Center Rows FS
P1 -51.4 8.0 inches o.c. 2 14 inches o.c. staggered
P2 -86.2 7 inches o.c. 2 7 inches o.c. staggered
P3 -129.7 6 inches o.c. 3 6 inches o.c. staggered
FS=fastener spacing
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Page 1 Base Sheet Fastener Calculations
Phone:(305)662-3710 A-1 Engineering Inspection Services Inc Lab Certification#16-0510.15
Fax:(786)800-2627 4225 SW 71 Ave Miami FL 33155 aIroofinspection@gmail.com
Z Job Address. 301 NE 101 ST MIAMI SHORES FL 33138
Base Sheet Net Width and Length =
Net Width: 3.67 ft. Sheet Width (inches) 48 minus Sidel-ap Width (inches) 4
_ 12
100 sf
a Net Length: 27.27 ft. 3.67 net width •...
.... ......
{
Fasteners per Square 87.66 •
1 12 B C'•"' •
x x x --.*equals .D •
A: NOA specified fastener spacing(inches) A 1 1 1D• •• ;•••••'
B: net length •
...... . . .....
C: number of rows having spacing •�•�:•
.:...... . .
d D: number of fasteners per square •
. . . . ......
i1 1 12 27.27 1 •
fast. •
x x x equal.?..-4q.910• . :"
Side Lap Row 40.91 fstnrs. 8 1 1 1 . sq. .
1 x 12 x 27.27 x 2equals '46.75 fast.
Center Rows 46.75 fstnrs. 14 1 1 1 sq.
Square feet per fastener: 1.14 100 square ft.
87.66 fasteners per square
Fastener Value(f y ) 68.44 Ibf or 3/4" Ring Shank Nail 32 Ibf
NOA max design value 60 x SF per fastnr. 1.14 equals 68.44
Fastener Spacing(FS) f y x 144/P x RS
calculated design
Field FS 13.07 inches 68.44 x 144
51.4 x 14.67 equals 13.07 > 8 OK
"
Perimeter FS 7.80 inches 68.44 x 144
equals 7.80 > 7 OK
86.2 x 14.67
Corner FS 6.91 inches 68.44 x 144
equals 6.91 > 6 OK
129.7 x 11.00
i
Lap FS #Center Rows Center Row FS Instld. FpSQ Req.Fastnrs pSQ Extrpltd Fastnrs pSQ
P1 , ' , 8' , `2 .,`"°' 14' 88 75 76
P2 7" 2. 7TM, % 140 126 140
P3 � , 6 3, 5c 218 189 218
Is extrapolation ratio equal to or less than 280%? Yes
Page 2 Base Sheet Fastener Calculations
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OR
Miami shores Village
..i.. '
Building Department
I 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fit:4305) 756.8972
MTRAS'SAFFIDAVIT OF EXEMPT ROOF TO WALL CCTION HURRICANE MITIGATION RETROFIT FOKXISTIND SIZE "•.
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BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES...i
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Departmenti •"•'
10050 NE 2nd Ave ;DatJ �_ { (�.*••••:
Miami Shores, FI 33138 j00
•
Re: Owner's Name:
Property Address:_/ /(/C— /p/gt /L/i'�ic�i13��.
Roofing Permit Number: I l
Dear Building Official: I
certify that I am not required tore trofit the roof to all connections of my
building because:
❑The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00'. Please attach'proof of ad
valorem taxation. I
❑The building was constructed in compliance with the provisions of the Florida Building Code (FI3C)or with the provisions
of 1994 edition of the South Florida Building Code(1994 SFBC) i I
f
Signature Print Name ,
State of Florida E
County of Dade
�``��autuufu��,,�� i
The undersigned, being the first duly sworn, deposes and says that he/she is the�ov�efotheBbi �zperty mentioned.
Sworn to and subscribed before me this--t—(� day of1"ta
Zr=
! I N I
Notary Public, Sate of Florida at Large *Zz
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and 4NNAhV r t constructed with FBC nor a 1994
SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mifgation.
Revised on 5/21/2009
I
StioREs !
,.1932 I
Miami shores�village
•°°° fl. °� Building pDe artment
-J- , Y
10050 N.E.2nd Avenue
�lORiDA Miami Shores, Florida 33138
i Tel: (305) 795.2204
Fax: (305) 756.8972
•••• I
AFFIDAVIT OF COMPLIANCE WITH Rof
OOF TO WALL CONNECTION F.YF ICANrMITIGATI.O�•
RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL;$ KOCTUR so PUR�VART
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TO SECTION 553.844 F.S410.90
. :,.•G••�• '•••'•� •
.....
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To: Miami Shores Village Building Department ob0000
•• ••
D ••••••
Date:*• �% � • •
10050 NE 2nd Ave •
Miami Shores, F133138 •••••��
Re: Owner's Name• O_ 6, ✓ dci� i
Property Address: Za/ AlE /a/,�57<
Roofing Permit Number: I
Dear Building Official:
certify that I have improved the roof to wall connections of the referenced
property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Residential
Structures as adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C.
GB 12.►�t�r�
Signature ;Print Namej
k
State of Florida i
County of Dade '
I
I
The undersigned, being the first duly swom,deposes and says that he�h�e is the owner for the above propertymentioned.
Swornto and subscribed before me this t day of o0111 I I fill
gp +
to.'e°°fie ✓Y��q' e
Notary Public, Sate of Florida at Large —
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(SEAL)
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FINAL COMPLIANCE
Revised on 5121/2009
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