RF-16-668 RP44 X68
Miami Shores Village � eryMft ty Roof,
S. 10050 N.E.2nd Avenue NE
Miami Shores,FL 33138-0000 :. :
f Wo*Class e-00n Fitt,
Phone: (305)795.2204 Permit Latus:AP
�Zoaw�
Issue :4151266 Expiration: 10/0212016
Project Address Parcel Number Applicant
1139 NE 105 Street 1122320280400
Miami Shores, FL 33138-2107 Block: Lot: WELSER TORRES
Owner Information Address Phone Cell
WELSER TORRES 1139 NE 105 Street (305)972-1481
MIAMI SHORES FL 33138-
1139 NE 105 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 10,000.00
JUVAL CORPORATION (305)491-8438
Total Sq Feet: 2500
Type of Work:Repair Available Inspections:
Additional Info:RE ROOF BUR AND ROOF ALL Inspection Type:
Classification:Residential
Scanning:3 Tin Cap
Final Roof
Roof in Progress
Renailing Affidavit
Review Building
Review Roof
Review Roof
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
Bond Type-Contractors Bond $500.00 Invoice# RF-3-16-59009
CCF $6.00
DBPR Fee $4.50 04/05/2016 Credit Card $839.00 $0.00
DCA Fee $4.50 Bond#:3045
Education Surcharge $2.00
Notary Fee $5.00
Permit Fee-New Roof $300.00
Scanning Fee
Technology Fee $8.00
Total: $839.00
In consideration of the issuance me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict co ty with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assu s onsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRIC L ING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFI IT: I that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and ning ore,I authorize the above-named contractor to do the work stated.
April 05, 2016
Auth nature:Owner / Applicant / Contractor / Agent Date
Build ng Department Copy
April 05,2016 1
AFFIDAVIT OF COMPLIANCE WITS ROOF DECKING ATTACHMENT AND SECONDARY
WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT
SINGLE FAMILY RESIDENTIAL STRUCTURES
PURSUANT TO SECTION 553.844 FS.
• �%mss �`�� �
To: �✓� �v ��
Re: Owner's Name
� I LSP
�� , o �S
Property Address
Roofing Permit Number
Lear Building Official:
Ismael Ramos
I certify that the roof decking attachment and fasteners have been
strengthened and corrected and a secondary water barrier has been provided as required by the"Manual
of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Structures" adopted by the
Florida Building Commission by Rule 9137-3.047 F.A.C.
Qualifying Agent
Signature of Qualifying Agent
Ismael Ramos
Print Name
STATE OF FLORIDA COUNTY OF MAMI-DADS
Sworn to and subscribed before me this 6
day of ,2. 11
�— SO ESCORCiA
(SEAL} ALFON ��893
J••ral. ei
�� Commission#EE 83 ires
-: Commission Exp
��/�.,� My f 03. 2016
septembe
Personally known
or Produced Identification
C%:LT6.'JRR:CzrsmiS Swjr,;,vwl'W} vfwalil compluwll):$07{WZkzL
Miami Shores Village If
Building Department MAR j__5'
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
-/� Tel:(305)795-2204 Fax:(305)756-8972 �Y:
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20
BUILDING Master Permit No. 167�Lke)
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC M7ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
F-]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
/ CONTRACTOR DRAWINGS
JOB ADDRESS: /1 �,l'r--
City:
City: Miami Shores County: Miami Dade Zip: X539
Folio/Parcel#•/%, �- ® Is the Building Historically Designated:Yes NO A'
Occupancy Type: ?X Load: Construction Type: Flood Zone: BFE: FFE`:
14
OWNER:Name(Fee Simple Titleholder): ✓ a Phone#: ® 1
Address: '
City: State:State: �Z✓ Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: � � � (�'��� Phone#: 36Kfl �
Address:
City: l L Pte: /Irz Zip:
Qualifier Name: �7 /��1/� / ?� ®tet Phone#:
State Certification or Registration#: �y�[- <J SOV & Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ �� ®llllo Square/Linear Footage of Work: 0?'5�w
Type of Work: ❑ Addition ❑ Alteration New Repair/Replace ❑ Demolition
Description of Work:
fI
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ co'c� CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$ jgco c
TOTAL FEE NOW DUE$'die
l • '0)
rRnvtoorin�ha/gym a1 TCS L DcLa � -
1
v
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 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 approve and a reinspection fee will be charged.
Signature �� r� S Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was ac)nowledged before me this The foregoing instrument was acknowledged before me this
day of 20 , by day of IGH ,20 /`� ,by
who is personally known to 15r2i 4-4 L 44"03 ,who is personally known to
me or who has produced Cs as me or who has produced rL— Wlyf�- as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
'(yb iii
Sign: Sign:
Print: Print:
vti'�Pye`, ISMAEL RAMOS Seal �• _
Seal: ;� MY COMMISSION#FF 022419 : o;
EXPIRES:May 29,2017
i'L't�.
Bonded Thru Notary Public Underwiter� �M1
M1
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
�ao���o,�mna/ mat
001755
Local Business flax Receipt
Miami-Dade County, State of Florida
' —THIS IS NOTA BILL — DO NOT PAY
7056930 Tj
BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES
GABLES ROORNG RENEWAL SEPTEMBER 30, 2016
2040 SW 123 CT 7334535 Must be displayed at place of business
MIAMI FL 33175 Pursuant to County Code
Chapter BA—Art.9&10
OWNER SEC.TYPE OF BUSINESS
JUVAL CORPORATION 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED
CCC1330038
Worker(s) 1 BY TAX COLLECTOR$75.00 08/10/2015
CREDITCARD-15-040329
This Local Business Tex Receipt only confirms payment of the Local Business Tax.The Receipt is not a license,
permit are certification of the holdeis+�ualifications,todobusiness. Holder mustcompiywith any governmental
or nongovernmental regulatory lawsarttl requirements whicbapply to the business.
The RECEIPT N0.above must be displayed on all commercial vehicles—Miami—Dade Code Sec 8a-276.
For more Information,visit w wrw miamidede aovRaxeollector
001757
Local Business Tax Receipt
Miami-Dade County, State of Florida
-THIS IS NOTA BILL DO NOTPAY
7061302 BT
BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES
JUVAL CORPORATION RENEWAL SEPTEMBER 30, 2016
2040 SW 123. 7339965 Must be displayed at place of business
MIAMI FL 331755 Pursuant to County Code
Chapter 8A—Art.9&10
OWNER SEC.TYPE OF BUSINESS
JUVAL CORPORATION 196 SUB-BUILDING CONTRACTOR PAYMENT RECEIVED
CRC1330659
Worker(s) 1 BY TAX COLLECTOR$75.00 08/10/2015
CREDITCARD-15-040329
This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license,
permit or a certification of the holder's qualifications,to do business. Holder must comply with any governmental
or nongovernmental regulatory laws and requirements which apply to the business.
The RECEIPT N0.above must be displayed on all commercial vehicles—Miami—Dade Code Sec 88-276.
For more information,visit www.miumidade.govRaxcolle for
D
Date
CERTIFICATE OF LIABILITY INSURANCE 03/15/2016
Producer: Plymouth Insurance Agency This Certificate Is Issued as a matter of information only and confers no
2739 U.S. Highway 19 N. rights upon the certificate Bolder. This Certificcate does not amend,extend
Holiday, FL 34691 or alter the coverage afforded by the policies below.
(727)938-5562 Insurers Affording Coverage NAIC#
Insured: South East Personnel Leasing, Inc. &Subsidiaries Insurer A: Lion Insurance Company 11078
2739 U.S. Highway 19 N. Insurers:
Holiday, FL 34691 Insurer C:
Insurer D:
Insurer E:
Coverages
The policies of insurance listed below have been Issued to the insured named above for the policy period indicated. Notwithstanding any requirement,term or condition of any contract or other document
with respect to which this certificate may be issued or may pertain,the insurance afforded by the policies described herein is subject to all the terms,exclusions,and conditions of such policies. Aggregate
limits shown may have been reduced by paid claims.
INSR ADDL Policy Effective Policy Expiration Limits
LTR INSRD Type of Insurance Policy Number Date Date
(MM/DD/YY) (MM/DD/YY)
GENERAL LIABILITY Each occurrence $
Commercial General Liability Damage to rented premises(EA
Claims Made 11 Occur occurrence) $
Med Exp
Personal Adv Injury
General aggregate limit applies per:
Policy 11 Project ❑ LOC General Aggregate
Products-Comp/Op Ag9
AUTOMOBILE LIABILITY Combined SingleLirrt
(EA Accident)
Any Auto
Bodily Injury
All Owned Autos (Per Person)
Scheduled Autos
Bodily Injury
Hired Autos
Non-Owned Autos (Per Accident)
Property Damage
(Per Accident)
EXCESS/UMBRELLA LIABILITY Each Occurrence
Occur ❑Claims Made Aggregate
Deductible
A Workers Compensation and WC 71949 01/01/2016 01/01/2017 x WC Statu- 0TH_
Employers'Liability I tory Limits ER
Any proprietor/partner/executive officer/member E.L.Each Accident $1.000.000
excluded? NO E.L.Disease-Ea Employee $1,000,000
If Yes,describe under special provisions below.
E.L.Disease-Policy Limits $1,000,000
Other Lion Insurance Company is A-M.Best Company rated A-(Excellent). AMB#12616
Descriptions of Operations/LocationsNehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 92-68-639
Coverage only applies to active employee(s)of South East Personnel Leasing,Inc.&Subsidiaries that are leased to the following"Client Company":
]oval Corporation dba Gables Roofing
Coverage only applies to Injuries incurred by South East Personnel Leasing,Inc.&Subsidiaries active employee(s),while working in:FL.
Coverage does not apply to statutory employee(s)or independent contractor(s)of the Client Company or any other entity.
A list of the active employee(s)leased to the Client Company can be obtained by faxing a request to(727)937-2138 or by calling(727)938-5562.
Project Name: Residential and Roofing contractor doing Roofing and general remodeling under
State licenses CRC1330659 and CCC1330038
CERTIFICATE HOLDER CANCELLATION
Miami Shores Village Should any of the above described policies be cancelled before the expiration date thereof,the issuing
9 insurer will endeavor to mail 30 days written notice to the certificate holder named to the left,but failure to
10050 NW 2nd Ave do so shall impose no obligation or liability of any kind upon the insurer,its agents or representatives.
305-795-2204 off.305-765-8972 faxle —P
A06F ASSEMBLIES AND ROOFTOP STRUCTURES - �_;•_, ��
AR 15 2016
Florida B Ming Code 5th Edi ion (2014)
High-Velocity Hurricane Zone Uniform Perms p !cation Form. C T
Section A (General Information)
Master Permit No. Process No.
Contractor's Name 'elmfL ✓
Job Address 3 /1/
ROOF CATEGORY
Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adh iv S Tile
m, �
z
ksphaltic 13 Metal Panel/Shingles ❑ Wood Shin les/ h ke6 (' 00
Shingles�� ^777 g
❑ Prescriptive BUR-RAS 150 w
ROOF TYPE
�> a
c�
a>
❑ New Roof XReroofing ❑ Recovering ❑ Repair ❑ Mai a L
ROOF SYSTEM 'r
INFORMATION
7— L) -�
Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) bi4l( F)C) w U ID
o
Section B (Roof Plan) U
Sketch Roof Plan: Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and of e o* ra o D
Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones a: "'
parapets.
WY
. ... .. . . . .
... . . . . ... . .
. . . . . . . . . .
. .. .. . . . .. ..
15.32 FLORIDA BUILDING CODE 5th Edition (2014) BUItaIl1G •
• ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High-Velocity Hurricane Zone Uniform Permit Application Form. 011
SeCtion C (Low Slope Application) Surfacing:
Fill in specific roof assembly components
and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment:
(If a component is not used,identify as"NA")
Field:-T—"oc @Lap,#Rows �P2 @ oc
System Manufacturer:
y ..e Perimeter:�"oc @Lap,#Rows�@�,"oc
Product Approval No.: /3'/�'�� �
Comer: "oc @ Lap,#Rows f@-Y�"oc
Design Wind Pressures, From RAS 128 or Calculations:
Number of Fasteners Per Insulation Board:
Pmax1:P` 2' Pmax2: r � Pmax3:
Field W11-
Perimeterk� Cornet'
Max.Design Pressure,from the specific Product
Approval system: `�' t� - Illustrate Components Noted and Details as
Applicable:
Deck: t Woodblocking,Gutter, Edge Termination, Stripping, Flashing,
Type: °I ��� Continuous Cleat,Cant Strip, Base Flashing,Counter-
Flashing,Coping, Etc.
Gaugerrhicknes : Indicate: Mean Roof Height, Parapet Height, Height of Base
4 Flashing,Component Material,Material Thickness, Fastener
Slope: l & � Type, Fastener Spacing or Submit
Anchor/Base Sheet&No.of Ply(s): '
A �Sheet
t � fi ner/ o` nc a�eip� 0 qO A h� 0( �
Insulation Base Layer: �-
Base Insulation Size and Thickness: FT. _-
XG P/.Y)O ---
Base Insulation Fastener/Bonding Material: Parape�
A,,>flHeight
Top Insulation Layer: 7T-
e p
Top Insulation Size and Thickness: ja ,Beese-sh FT,
Top Insulation Fastener/Bonding Material: s/
e6 7--t i!� -Mean
Roof
Base Sheet(s)&No.of Ply(s): Height
Base Sheet Fastener/Bonding Material:
.. ... . . . . . ..
�C .. • • •
Ply Sheet(s)&No.of Ply(s): e o 00 0
.. ... .. . . . .
Ply Sheet FastenerjBo ing atexi :
. . . . . . . . . .
. . .
.. .
Top Ply: �B �
..
.. • .
Top Ply Fasten erB nding N�teri : a �� ` �q ��
. . . . . . . . OR:
. .. .. . . . ..
..• . . . ... • .
FLORIDA BUILDING CODE 5th Edition (2014)—BUILDING 15.33
Miami Shores Village
k■■� ..,,.M Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
�LOR ' Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE.
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date: -131d 1/�,
10050 NE 2nd Ave
Miami Shores, FI 33138 /
Re: Owner's Name: ��1
Property Address: � /V1,
Roofing Permit Number:
Dear Building Official:
I 1,,l,;� r- /des certify that I am not required to retrofit the roof to wall 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.
❑The building was constructed in compliance with the provisions of the Florida Building Code (FBC)or with the provisions
of 1994 edition of the South Florida Building Code(1994 SFBC)
)J-i 1,4a-17g:q-v5 Z,Z�le:
Signature Print Name
State of Florida
County of Dade •.. ..
The undersigned, being the first duly swom, deposes and says that he/she is the ovdperfir F1 aboLe rbp4ty mentioned.
Sworn to and subscribed before me this day of
f7,Dc ••• = �'Pfo •• ISM,
/� •: �: o=�:ft1Y:OMw�OW F i
Notary Public, Sate of Florida at Large •• �'� �:. E REs:T. ��fs
��e hru Notay Public undenyfftey
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000,0o,and,the bujldirg wps r pJWn%tru r a 1994
SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection}lurd:ang m iga n
pnoicdi nn r1wonno
Property h Application-Miami-Dade County http://www.miamidade.gov/propertysearch/#/report/summary
APPRAISEROFFICE OF THE PROPERTY
Summary Report
Generated On:3/10/2016
Property Information
Folio: 11-2232-028-0400
1139 NE 105 ST `
Property Address: ,
Miami Shores,FL 33138-2107
Owner WELSER TORRES
1139 NE 105 ST d
Mailing Address MIAMI SHORES,FL 33138 USA
Primary Zone 0800 SGL FAMILY-1701-1900 SQ ?°
0101 RESIDENTIAL-SINGLE f
Primary Land Use FAMILY:1 UNIT
GR �
Beds/Baths/Half 3/1/0
Floors 1
Living Units 1 -
Actual Area Sq.Ft
Living Area Sq.Ft
Adjusted Area 1,649 Sq.Ft
Taxable Value Information
Lot Size 11,050 Sq.Ft
2015 2014 2013
Year Built 1949
County
Assessment Information Exemption Value $0 $0 $0
Year 2015 2014 2013 Taxable Value $258,416 $237,338 $215,762
Land Value $159,056 $219,771 $153,925 School Board
Building Value $96,961 $93,993 $93,9931 Exemption Value $0 $0 $0
XF Value ,399 $2,399 $2,399 Taxable Value 1 $258,416 $316,163 $250,317
Market Value $258,416 $316,163 $250,317 City
Assessed Value $258,416 $237,338 $215,762 Exemption Value $0 $0 $0
Taxable Value 1 $258,416 $237,3381 $215,762
Benefits Information Regional
Benefit Type 2015 2014 2013 Exemption Value $0 $0 $0
Non-Homestead Cap Assessment $78,825 $34,555 Taxable Value S258.4161 $237,338 $215,762
Reduction
Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sales Information
Board,City,Regional). Previous OR
Price Qualification Description
Sale Book-Page
Short Legal Description
08/07/2015 $360,000 29735-0596 Qual by verifiable&documented
MIAMI SHORES ESTATES PB 47-58 evidence
LOT 12 BLK 3
• • • • Cinfnc.2al Ins
In Lieu of
LOT SIZE IRREGULAR 04/23/2015 $t 29593-4jtZ
OR 19518-2897 02 2001 1 04 • • • • tortlol "stated
COC 25098-1772 112006 5 09/01/2003 $259,000 21705-1799 Sales which are qualified
02/01/2001 $162,000 •1%518-2897 Sales which are qualified
•
The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect 11i41 molt cuivent imbrmalion on Agord.s'h1 Property Appraiser
and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade%tvfinfoldisclainuo.asp • ••• �
Version:
• • • • • • • • • •
• •• •• • • • •• ••
••• • • ••• •
1ofl 3/10/16, 1:04 PM
e
MIAMnDE
"Deliveuing Excellence Every Day"
1VIIAW-DADS COUNTY
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
It is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and to
explain to the owner the content of this form. The owner's initials in the designated space indicates that the item
has been explained.
1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
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.
FOT 2.Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
3.Common roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e.townhouses,condominiums,etc.).In buildings with common roofs,the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing work to be performed.
4.Exposed ceilings: 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
penetrations of the underside of the decking may not be acceptable.The owner 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 required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
with the requirements of: Chapter 15 and 16 herein and 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 buildinglts&Q. -Tbe p;ji%fir!•g amount of attic ventilation shall not be
reduced. •• ••• 0.
. . .
.. ... .. . . . ..
Owner's/Agent's Signature: E ••• ••• ... Date:
. .
Contractor's Signature: ..• ;• ••; •• p0 Number:
Property Address: r 1( 7'.l P6 _.1 D Vlt �f✓ � 1�� �y
. . . . . . . . . .
. .. .. . . . .. ..
MIAMI-DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
GAF
1361 Alps Road
Wayne,NJ 07470
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section 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 Section(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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County
Product Control Section 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: GAF Conventional Built-Up Roof Systems for Wood 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 S:iall be preytdq.J 10 1h®user by the manufacturer or its distributors
and shall be available for inspection at the job:ate at then equett Of th a$uilding Official.
This NOA renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16.
The submitted documentation was review ed.by Jorge L..Acgbg. •
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NOA No.: 13-1022.15
MIAMI•DADE COUNTY
• ••• 0 0 Expiration Date: 11/04/18
• • • Approval Date: 11/06/14
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e
ROOFING SYSTEM APPROVAL
Cates!ory Roofing
Sub-Category BUR
Material: Fiberglass
Deck Type: Wood
Maximum Design Pressure: -75 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
GAFGLAS8#75 Base 39.37"(1 meter) ASTM D4601 Type II asphalt impregnated and coated glass mat
Sheet Wide base sheet.
GAFGLAS®#80 Ultima'.. 39.37"(1 meter) ASTM D4601 Type II asphalt impregnated and coated,fiberglass
Base Sheet Wide base sheet.
GAFGLAS®FlexPly""6 39.37'(1 meter) ASTM D2178 Type VI asphalt impregnated glass felt with asphalt
Wide coating.
GAFGLAS®Ply 4 39.37'(1 meter) ASTM D2178 Type IV asphalt impregnated glass felt with asphalt
Wide coating.
GAFGLAS®Mineral 39.37'(1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced
Surfaced Cap Sheet Wide with mineral granules.
GAFGLAS®EnergyCap"" 39.37'(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced
BUR Mineral Surface wide with mineral granules with factory applied
Cap Sheet EnergyCote
Tm
GAFGLAS®Stratavene 39.37'(1 meter) ASTM D4897 Fiberglass base sheet coated on both sides with
Eliminator'M Perforated Wide asphalt. Surfaced on the bottom side with mineral
Venting Base Sheet granules embedded in asphaltic coating with factory
perforations.
GAFGLAS®Stratavene 39.37"(1 meter) ASTM D4897 A nailable, fiberglass base sheet impregnated and
Eliminator'MNailable Wide coated on both sides with asphalt. Surfaced on the
Venting Base Sheet bottom side with mineral granules embedded in
asphaltic coating.
Ruberoid®SBS Heat- 39.37"(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer-
Weld"" Smooth Wide modified asphalt and smooth surfaced.
Ruberoid®SBS Heat- 39.37"(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer-
WeIC 25 Wide .•• ••; .• nTc fi.d.asphalt and smooth surfaced.
Ruberoid®20 39.37"(1 meter) 6TM1X3: iSBSmdciified asphalt base sheet reinforce with a
Wide 000
•• •• • gfass tiger mat.
Ruberoid®Mop Smooth 39.37"(1 meter) OAS!FM D6-1644o.Non-woven polyester mat coated with polymer-
wide ; nloc i iec;a;phalt and smooth surfaced.
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NOA No.: 13-1022.15
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MtAMI-DADE
COUNTY •; ; ...
Expiration Date: 11/04/18
Igjyms , : Approval Date: 11/06/14
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Page 2of16
TRADE 10TAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
FireOut"m Fire Barrier 5, 55 gallons Proprietary Low VOC,water based fire barrier coating.
Coating
VersaShield'Fire 350 sq. ft. roll ASTM D226 Non-Asphaltic Fiberglass-Based Underlayment.
Resistant Roof Deck
Protection
Topcoat' Surface Seal 5 gallons ASTM D6083 Solvent based sprayable thermoplastic rubber
SB sealant designed to protect and restore aged roof
surfaces and to increase a roofs reflectivity.
APPROVED INSULATIONS:
TABLE 2
Product Name Product Description Manufacturer
(With Current NOA)
EnergyGuard"'Polyiso Insulation Polyisocyanurate foam insulation GAF
EnergyGuard"'RA Polyiso Insulation Polyisocyanurate foam insulation GAF
EnergyGuardT'RN Polyiso Insulation Polyisocyanurate foam insulation GAF
EnergyGuard""Perlite Roof Insulation Perlite insulation board. GAF
EnergyGuard"4 Perlite Recover Board Perlite recover board GAF
EnergyGuard"'RA Composite Polyiso Polyisocyanurate foam insulation with high GAF
Insulation density fiberboard or Permalite perlite
insulation
Securock'Gypsum-Fiber Roof Board Gypsum roof board United States Gypsum Corp.
Structodek'High Density Fiber Board High density fiber board Blue Ridge Fiberboard, Inc.
DensDeck'Roof Board Gypsum board Georgia-Pacific Gypsum LLC
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NOA No.: 13-1022.15
••'
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MIAMMDADE COUNTY i i 0 000 0 0 0
� '"'l l • • i • • :.o.: Approval Date: 11/06/14
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APPROVED FASTENERS:
TABLE 3
Fastener Product Product Manufacturer
Number Name Description Dimensions (With Current NOA)
1. Drill-TecTm#12 Fastener Insulation fastener for steel, various GAF
wood&concrete decks.
2. Drill-Tec'"#14 Fastener Insulation fastener for steel, various GAF
wood&concrete decks.
3. Drill-Tec'XHD Fastener Carbon steel extra heavy duty Various GAF
fastener used in steel decks.
4. Drill-Tec"m ASAP 3S Drill-Tec" #12 Fastener with Various GAF
Drill-Tec"3" Standard Steel
Plate
5. Drill-Tec"''3" Steel Plate Round galvalume stress plate 3"round GAF
used with Drill-Tec'
fasteners.
6. Drill-Tec" 3" Standard Steel Round galvalume plated steel 3" round GAF
Plate stress plate with reinforced
ribs for use with Drill-Tec"'
fasteners.
7. Drill-Tec""AccuTrac®Flat AZ-SS aluminized steel plate 3" square GAF
Plate for use with Drill-Tec'A'#12
Fastener,Drill-Tec"#14
Fastener and Drill-Tec TM#15
Fastener.
8. Drill-Tee'M AccuTrac® Galvalume Steel plate for use 3" square GAF
Recessed Plate with Drill-Tec""fasteners.
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NOA No.: 13-1022.15
' '�' • Expiration Date: 11/04/18
MIAMI-DADE COUNTY i i : :.: : : o
•••s l • . . . . . 0 . Approval Date: 11/06/14
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EVIDENCE SUBNIITTED:
Test Aeency Test Identifier Description Date
Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07/02/97
J.I. 3139QLAM 4470 01/08/98
J.I. ODOA8.AM 4470 07/09/99
J.I. OD lA8.AM 4470 07/29/94
J.I. OY9Q5.AM 4470 04/01/98
3029832 4470 05/11/07
UL LLC R1306 UL 790 07/22/13
PRI Construction Materials GAF-012-02-02 ASTM D4977 11/06/01
Technologies,LLC GAF-020-02-01 ASTM D4977 02/01/02
GAF-082-02-01 ASTM D6083 05/07/06
GAF-084-02-01 ASTM D6083 05/09/06
GAF-270-02-02 ASTM D226 11/15/10
GAF-276-02-OlRev ASTM D6083 12/16/10
GAF-276-02-02 ASTM D226 11/15/10
GAF-306-02-01 ASTM E96 07/07/11
GAF-314-02-01 ASTM D2178 08/23/11
GAF-315-02-01 ASTM D2178 08/23/11
GAF-369-02-01 ASTM C1289 10/22/12
GAF-417-02-01 ASTM C1289 05/28/13
GAF-464-02-01 ASTM C1289 10/22/12
GAF-499-02-01 ASTM D6083 03/12/14
GAF-500-02-01 ASTM D6083 03/12/14
IRT of S. Fl. 02-005 TAS 114 01/18/02
02-014 TAS 114 03/22/02
Trinity I ERD G30250.02.10-3-R1 ASTM D3909 11/26/12
G31360.03.10 ASTM D6164 03/31/10
G33470.01.11 ASTM D6164 11/16/11
G34140.04.11-2 ASTM D6163 04/25/11
G34140.04.11-4 ASTM D6401 04/25/11
G34140.04.11-5 ASTM D4897 04/25/11
G34140.04.11-5-R1 ASTM D4897 10/18/13
G40630.01.14-2A-1 ASTM D6164 01/07/14
G43610.01.14 ASTM D3909 01/22/14
G6850.08.07-1 ASTM D3909 08/13/07
G30250.02.10-3-R1 ASTM D3909 11/26/12
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NOA No.: 13-1022.15
MIAMI•DADE COUNExpiration Date: 11/04/18
TY � � i i•i i i i
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Membrane Type: BUR
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32"or greater plywood or wood plank decks
System Type E: Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier: FireOut"•'Fire Barrier Coating,VersaShielde Fire Resistant Roof Deck Protection or
(optional) Securoclim Gypsum Fiber Roof Board.
Base sheet: GAFGLAS®#80 Ultima'Base Sheet, Stratavene Eliminator''Nailable Venting Base
Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld""Smooth or Ruberoid®SBS Heat-Weld''
25 base sheet mechanically fastened to deck as described below;
Fastening Options: GAFGLAS®Ply 4, GAFGLAS®F1exPly'm 6, GAFGLAS®#75 Base Sheet or any of above
base sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c.at the lap staggered and in two rows 12" o.c. in the field.
(Maximum Design Pressure—45 psf. See General Limitation#7)
GAFGLAS®Ply 4�GAFGLAS®FlexPly""6, GAFGLAS®#75 Base Sheet or any of above
e sh ets attached to deck with Drill-Tec' #12 Fastener or Drill-Tec" #14 and Drill-
TecT.3" Steel Plate,Drill-Tec"y'AccuTrac®Flat Plate or Drill-Tec"•'AccuTrace Recessed
Plate 12"o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced
approximately 12"o.c. in the field of the sheet.
(Maximum Design Pressure—45 psf.See General Limitation#7)
GAFGLAS®Flex Ply"m 6, GAFGLAS®#75 Base Sheet oT any of above base sheets attached
to deck with approved annular ring shank tin caps at a fastener spacing of 9" o.c.
at the 4"lap staggered and in two rows 9" o.c. in the field.
(Maximum Design Pressure—52.5 psf. See General Limitation#7)
GAFGLAS®#80 Ultima"•'Base Sheet,Ruberoid®20,Ruberoid®Mop Smooth, base sheet
attached to deck with approved 1'/a"annular ring shank nails and inverted 3"steel plate at a
fastener spacing of 9"o.c.at the 4"lap and in two rows staggered with a fastener spacing of
9" o.c. in the center of the membrane.
(Maximum Design Pressure—60 psf. See General Limitation#7)
GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec""
#12 Fastener or Drill-Tec"" #14 Fastener and Drill-Tec TM 3"Steel Plate,Drill-Tec""
AccuTraco Flat Plate or Drill-Tec TM AccuTrace Recessed Plate 12"o.c. in 4 rows. One row
is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of
the sheet.
(Maximum Design Prgsw,-,6Q PSI.Sge.Geggral Limitation#7)
ts a�,ta�'jd o�cWappmved annular ring shank nails and 3"
Any of above Base shee
inverted Drill-Tec"•'?r1su1'f1ibn PMtes'at a fhsMher spacing of 9" o.c.at the 4"lap staggered
in two rows 9" in the field.
(Maximum DesigdfrgVure;60 pVSee agngrgl Limitation#7)
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NOA No.: 13-1022.15
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MIAMI•DADE COUNTY Expiration Date: 11/04/18
i i i i•i i i i
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Fastening Options: GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec''
(Continued) #12 Fastener or Drill-Tec"''#14 Fastener and Drill-Tec""3" Steel Plate,Drill-Tec`"
AccuTrac®Flat Plate or Drill-Tec'm AccuTrac®Recessed Plate 8"o.c. in 4 rows.One row
is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of
the sheet.
(Maximum Design Pressure—75 psf.See General Limitation#7)
Ply Sheet: �� One or more plies of GAFGLAS®P1y--4 or GAFGLAS®#80 Ultima Base Sheet 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 Surfed Cap Sheet or GAFGLAS®
EnergyCap BUR meral Surfaced Cap Sheet adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
Surfacing: Optional on granular surfaced membranes; required for smooth membranes.Chosen
components must be applied according to manufacturer's application instructions.
All coatings must be listed within a current NOA.
1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq.respectively in a flood
coat of approved asphalt at 601bs./sq.
2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq.
Maximum Design
Pressure: See Fastening Options
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MIAMI•DADE COUNTY Expiration Date: 11/04/18
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WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®Flex Ply,.6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum 1/4"DensDecC Roof Board or 1/2"Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LLmTATIONS:
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 sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips is not acceptable.A 6" break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be
limited to a maximum design pressure of-45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,as
tested in compliance with Testing Application Standard TAS 105. If the fastener value,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 Professional Engineer, Registered 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,a xtended.cQmrsand cgrne;S). (When this limitation is specifically
referred within this NOA,General Limit4ion 4 wi# +t be applicable.)
10. All products listed herein shall have a quality'asMaMgaddit iQ spcpgdance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
END 0-F THIS•ACCEPTANCE
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••• ••• NOA No.: 13-1022.15
MIAMI•DADE C
• Expiration Date: 11/04/18
OUNTY • • • ••• • • •
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0:0 0:0 Page 16 of 16
4/2012015. TGFU.R1306-Roofing Systems
1
ONLINE CERTIFICATIONS DIRECTORY
TORY
TGFU.R1306
Roofing Systems
Paae Bottom
Roofing Systems
SPP General Information for Roofing Systems
GAF R1306
1 CAMPUS DR
PARSIPPANY,N] 07054 USA
"Ruberoid@ 20"or"Ruberoid®Dual Smooth"or"Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5"may be utilized as an alternate to
Type G2 "GAFGLAS@ #75 Base Sheet"or"Tri-Ply® #75 Base Sheet"or"GAFGLAS@ #80 Ultima TM Base Sheet" base sheets in any of the
following Classifications.
1/2-in.thick(minimum)gypsum board or 1/4-in.thick(minimum)Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime
Roofboard"or"DensDeck@ DuraGuardTM Roofboard"or 1/4-in.thick(minimum) United States Gypsum Co. "SECUROCK@ Roof Board" (Type
FRX-G)or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) may be used in any existing noncombustible deck Classification.When this is
done,the resulting roofing system Is acceptable for use over combustible(15/32-in.thick minimum) roof decks. However,the butt joints In the
gypsum board and Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"or"DensDeck@ DuraGuardTM
Roofboard"are to offset a minimum of 6-in. with the butt joints In the roof deck.If polystyrene is part of the roof system, it must be placed
below the overlayment board. 1/4-in.thick(minimum) "SECUROCK@ Roof Board" (Type FRX-G)and "SECUROCK@ Glass-Mat Roof Board" (Type
SGMRX)are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UL Classified insulation except
polystyrene.
Multiple plies of Type G1 "GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible Ply 6"may be adhered to
Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"or"DensDeck@ DuraGuardT"" Roofboard"in hot roofing
asphalt.
"EnergyGuardTM Ultra" is an acceptable alternate to"EnergyGuardTM" in any applicable Classification.
"GAFGLAS Stratavent@ Eliminator TM Venting Base Sheet(Nailable)" may be mechanically fastened or fully adhered with hot roofing asphalt over
noncombustible decks and as a recover over existing roof systems.
EnergyGuardTM Perlite Insulation" may be utilized as a cover board over"EnergyGuardTM"in any of the following systems.
Unless otherwise indicated,the roof insulation is mechanically fastened,fully adhered with hot roofing asphalt or UL Classified urethane
insulation adhesive. Polystyrene referenced in any of the following Classifications include Insulation.
Unless otherwise Indicated,all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation
instructions (excluding LRF Adhesive O) in any applicable Non-Combustible Roof Deck Classifications.
"EnergyGuardTM Tapered" is an acceptable alternate to"EnergyGuardTM" in any applicable Classification.
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Type G2 asphalt glass mat base sheet("GAFGLAS@ #75 Base Sheet"or"Tri-Ply@ #75 Base Sheet"or"GAFGLAS@#80 Ultima' Base Sheet")
is a suitable alternate for Type G1 asphalt glass fiber ply sheet("GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@
Ultra-Flexible Ply 6") in the Class A, B or C roof systems Indicated below.
The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet"GAFGLAS@ Stratavent@ Eliminator TM Venting
Base Sheet(Perforated)"or"GAFGLAS@ Stratavent@ EliminatorTM Venting Base Sheet(Nailable)."Perforated base sheets to be loose laid or
fully adhered with hot roofing asphalt and nallable base sheets are to be mechanically fastened granule side down.
As an option Type G2 asphalt glass mat base sheet("GAFGLAS@ #75 Base Sheet"or"Tri-Ply@ #75 Base Sheet"or"GAFGLAS@#80 UltimaTM
Base Sheet"or"GAFGLAS@ Stratavent@ Eliminator TM Venting Baa&Sheet(Nailabie):) may be substituted for Type GI asphalt glass fiber ply
sheet("GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLASb Flex Pty 9"jr;rrl;Plg@;UTra-Flexible Ply 6")as the nailed base ply in the following
systems. •. •• • .• •• •• ••• •
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•• ••• •• • • • ••
Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened.
Unless otherwise indicated, all Insulations may be fully adherggyvith hol rogf1jpQ asphalt or mechanically fastened.
• • • • • • • • •
"GAFGLAS@ Flashing"or"Ruberoid@"may be used forIi$hlni in gn;Qfthe,,Zlas�s R,B o.-Ceystems listed below.
When"perlite"is referenced,this includes any UL Classtfbd petlite InsV;Ion!0 •
Crushed stones or slag are suitable alternates for gravel In any of the Class A, B or C systems listed.
••• • • • • ••• • •
Structural cement fiber building units are considered suitaba!to:)e inau4g4as$deCk in tre following Class A, B or C systems listed over C-
15/32 or NC. •• ' ' • • • • • • •
• •• • • • • •• ••
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httn:Hdatabase.ul.com/cgi-bin/XYV/temniate/I,ISF,XT/1 FRAMFJshownage.html?name=TCTF(J.R 1306&ccnshorttitle=Roofing+Svstems&ohiid=1074351933&cfgid... 1/53
4120/201;. 4 TGFU.R1306-Roofing Systems
`The use of gypsum board Under any of the following Class A, B or C systems does not adversely affect the rating.The use of 1/2-In. minimum
thick gypsum board Is an acceptable alternate for minimum insulation over C-15/32 thick roof decks.
The use of polystyrene Insulation board between minimum 3/4-In.thick perlite board and deck with rosin paper(perlite/rosin
paper/polystyrene/perlite) is a suitable alternate for polyisocya nu rate board In the following Class A, B or C systems.
Trumbull"Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt".
"GAFGLAS@#80 UltimaT" 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"TOPCOAT@ Fireshleld MB"at 21/2
to 3-gal/100-ft2.
"Ruberoid@ Dual Smooth" may be used as an alternate to"Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5"or"Ruberoid@ Mop Plus
Smooth"or"Ruberoid@ 20".
Class A,B and C
Hot roofing asphalt,for use with glass felts or modified bitumen membranes.
"Ruberoid® Heat Weld"SBS roofing membranes may be used in lieu of"Ruberoid@ Mop"SBS roofing membranes in any applicable
Classification.
Class A
1. Deck:C-15/32 Incline: 3
Barrier Board (Optional):—One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime
Roofboard"or"DensDeck@ DuraGuardTm Roofboard", minimum 1/4-in.thick,or United States Gypsum Co. "SECUROCK@ Roof Board"
(Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX),minimum 1/4-in.thick.
Insulation: —One or more layers perlite or wood fiber or glass fiber or poiylsocyanurate 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 "GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible
Ply 6",fully adhered with hoot roofing asphalt.
Surfacing: —Gravel.
2. Deck: C-15/32 Incline: 2
Barrier Board (Optional): —One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime
Roofboard"or"DensDeck@ DuraGuardT'" Roofboard", minimum 1/4-in.thick,or United States Gypsum Co. "SECUROCK@ Roof Board"
(Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in.thick.
Insulation: —One or more layers perlite or wood fiber or glass fiber or polyisocya n u rate 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 "GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible
Ply 6",fully adhered with hot roofing asphalt.
Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@
EnergyCapTM BUR Mineral Surfaced Cap Sheet",fully adhered with hot roofing asphalt.
3. Deck: NC Incline: 2
Barrier Board (Optional): —One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime
Roofboard"or"DensDeck@ DuraGuardTm Roofboard", minimum 1/4-in.thick,or United States Gypsum Co."SECUROCK@ Roof Board"
(Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX), minimum 1/4-In.thick.
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,2-in. maximum.
Ply Sheet: —Two or more plies Type G1 "GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible
Ply 6",fully adhered with hot roofing asphalt.
Cap Sheet:—Type G3" neral Surface ap -Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCapT"
BUR Mineral S Cap Sheet",fully adhered with hot roofing asphalt.
_ —
4. Deck:C-15/32 Incline: 1
Slip Sheet(Optional):— Red rosin paper, nailed to deck.
Insulation(Optional):—Any thickness perlite grWotleTev or glass fiber•or polyisocyanurate mechanically fa tene or adhered with
OMG Inc. "OlyBond Fastening System"or any UL lassified•ins'41:on 3d*sg e;
a BAim
e Sheet: —One ply Type G2"GAFGLAS@ #75_$�se 9 [e�"Dr; PW.#75�se Sheet"or"GAFGLAS@ #80 UltimaT Base Sheet"
S@ ra oven @ ETiminatorT"Venting dose ditc�t(Plsilabie ",•machest tally fastened.
: —One or more plies Type G1 "GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or GAFGLAS@ Flex Ply 6"or"Tri-PIy@ Ultr -Flexible Ply
here wit of roofing asp alt.
:—Type G3"GAFGLAS@ Mineral SurT7cefl—" Shea Wri-PIyO• Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCapTm
al Surracea map�nee� ,runt'aunc�c vwt w- roo asplalt.
Optional): —"TOPCOAT@ EnergyCot8: E134ofieritroal2rlg"°br"TOPCOAT@ MB Pius" COAT@ 322 White Elastomeric
pplied at a rate of 2-gal./100-ft.2. " ° "' ° "' •
5. Deck: NC Incline:3
••• • • • • ••• • •
Base Sheet: —One ply Type G2"GAFGLAS@ #75:3ase Spett"pf 0TrI fly@j#7 5+ Base Sheet"or"GAFGLAS@ #80 UltimaT" Base Sheet"
or"GAFGLAS@ Stratavent@ EliminatorTm VentinI 6heate(Pe(orated oreNaikAle)", mechanically fastened or fully adhered with hot
roofing asphalt.
httn://database.ul.com/cei-bin/XYV/temnlate/1,TSF.X-r/1 FRAMF/shownaee.html?name=TCTF[J.R]306&ccnshorttitle=Roofine+Svstems&obiid=1074351933&cfeid... 2/53
RCINIT :D
MAR 17 20%
Florida Building Code Sth Edition (2014)
` -Velocity Hurricane Zone Uniform Permit Application Form.
SeCtlon C (Low Slope Application) Surfacing: salg'e
Fill in specific roof assembly components
and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment:
(If a component is not used, identify as"NA')
�AF Field: 91oc;@ Lap,#Rows @ ifoc
System Manufacturer:
® / 5- Perimeter: "oc @ Lap,#Rows_@ 19oc
Product Approval No.:
Corner: "oc @ Lap,#Rows @ "oc
Design Wind Pressures, From RAS 128 or Calculations:
Number of Fasteners Per Insulation Board:
Pmax1: ��� Pmax2: Pmax3:�
FieldPerimeter Corner
Max. Design Pressure,from the specific Product pws
Approval system: r`".So?>9. Illustrate Components Noted and Details as
Applicable:
Deck: � �- Woodblocking, Gutter, Edge Termination,Stripping, Flashing,
Type:_ � Continuous Cleat,Cant Strip, Base Flashing, Counter-
3 . d Flashing,Coping, Etc.
Gauge/Thickness: °y Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing,Component Material, Material Thickness, Fastener
Slope: Type, Fastener Spacing or Submit
Anchor/Base Sheet&No.of Ply(s): T>r
Anchor�a�teet Fastener/Bon terial:
Insulation Base Layer: N)q
Base Insulation Size and Thickness: ow/1 �3 ��
�jFT.
Base Insulation Fastener/Bonding Material: F a y a C�`�'�
®N®9 _ %/v1-�3�1 /� Parapet
J Height
Top Insulation Layer: �� /neC6 a A V
Top Insulation Size and Thickness: AlIq
IF FT. 0
Top Insulation Fastener/Bonding Material:
A/ fy � "fit
U Mean
Roof
Base Sheet(s)8 No.of Ply(s): ` l� Height
Base Sheet Fastener/Bonding Material:
.. ... . . . . . ..
Ply Sheet(s)&No.of Ply(s): OC / • •
.. ... . . . . ••
Ply Sheet ate�/Bdj Mat
. . . 0 0 . • .
o
TopPly: � �� � C� � ••• ;. • ; :• • :.. •.•
Top Ply Fastener/Bonding Material:
. . • . V: • . . .
. .. .• ..• • .• ..
... . . ... . •
4/20/2015 TGFU.R1306-Roofing Systems
AIIIIINF t!FIITIFIP.BTIAW+R nIRFGTORY
TGFU.R1306
Roofing Systems
Paar,Bottom
Roofing Systems
See General Information for Roofing Systems
GAF R1306
1 CAMPUS DR
PARSIPPANY,NJ 07054 USA
"Ruberoid@ 20"or"Ruberoid@ Dual Smooth"or"Ruberoid® Mop Smooth"or"Ruberoid@ Mop Smooth 1.5"may be utilized as an alternate to
Type G2"GAFGLAS@ #75 Base Sheet"or"Tri-Ply@ #75 Base Sheet"or"GAFGLAS@ #80 Ultima TM Base Sheet" base sheets in any of the
following Classifications.
1h-in.thick(minimum)gypsum board or 1/4-in.thick(minimum)Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime
Roofboard"or"DensDeck@ DuraGuardT'-Roofboard"or 1/4-in.thick(min mum United States Gypsum Co. "SECUROCK® Roof Board"(Type
FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) may be used In any existing noncombustible deck Classification.When this is _
done,the resulting roofing system is acceptable for use over combustible(15/32Am thick minimum) roof decks. However,the butt joints in the
gypsum oar and-Ge'rg aI�PaCif c�ypsu-1L� enstieck�Roofboard"or"D(in sDeck@ Prime Roofboard"or"DensDeck@ DuraGuardTM
Roofboard"are to offset a minimum of 6-in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed
below the overlayment board. 1/4-in.thick(minimum) "SECUROCK@ Roof Board" (Type FRX-G)and "SECUROCK@ Glass-Mat Roof Board" (Type
SGMRX)are limited to a maximum 3:12 slope when used over a combustible deck In a system with any UL Classified insulation except
polystyrene.
Multiple plies of Type G1 "GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible Ply 6"may be adhered to
Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"or"DensDeck@ DuraGuardTD° Roofboard" in hot roofing
asphalt.
"EnergyGuardT"Ultra"is an acceptable alternate to"EnergyGuardT'"" in any applicable Classification.
"GAFGLAS Stratavent@ Eliminator TM Venting Base Sheet(Nailable)" may be mechanically fastened or fully adhered with hot roofing asphalt over
noncombustible decks and as a recover over existing roof systems.
EnergyGuardTM Perlite Insulation" may be utilized as a cover board over"EnergyGuardT"'" in any of the following systems.
Unless otherwise Indicated,the roof Insulation is mechanically fastened,fully adhered with hot roofing asphalt or UL Classified urethane
Insulation adhesive. Polystyrene referenced in any of the following Classifications include Insulation.
Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation
Instructions(excluding LRF Adhesive O) in any applicable Non-Combustible Roof Deck Classifications.
"EnergyGuardT"Tapered"is an acceptable alternate to"EnergyGuardT'"" in any applicable Classification.
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Type G2 asphalt glass mat base sheet("GAFGLAS@ #75 Base Sheet"or"Tri-Ply@ #75 Base Sheet"or"GAFGLAS@ #80 UltimaTm Base Sheet")
is a suitable alternate for Type GI asphalt glass fiber ply sheet("GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@
Ultra-Flexible Ply 6") in the Class A, B or C roof systems indicated below.
The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet"GAFGLAS@ Stratavent@ Eliminator TM Venting
Base Sheet(Perforated)"or"GAFGLAS@ Stratavent@ Eliminator TM Venting Base Sheet(Nailable)." Perforated base sheets to be loose laid or
fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically fastened granule side down.
As an option Type G2 asphalt glass mat base sheet("GAFGLAS@ #75 Base Sheet"or"Tri-Ply@ #75 Base Sheet"or"GAFGLAS@#80 UltimaTm
Base Sheet"or'GAFGLAS@ Stratavent@ Eliminator TM Venting Base Sheet(Nailable)")may be substi>utedjpr jypg!G�aspralt gla I fiber ply
sheet("GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible Ply 6") al 1:19e aitedebaGe4ply.in the following
systems. • •• • • • ••• •
Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened. •• ••• •• • • • •'
Unless otherwise indicated, all insulations may be fully adhered with hot roofing asphalt or mechan icalIX fastened ••• • •
"GAFGLAS@ Flashing"or"Ruberoid@" may be used for flashing in any of the Class A, B or C syst%rrs lieted belova : : •
When"perlite" is referenced,this Includes any UL Classified perlite insulation. •• • ••• • ••• •
Crushed stones or slag are suitable alternates for gravel in any of the Class A, B or C systems listed.
Structural cement fiber building units are considered suitable to be included as a deck in the follows* Class A!BorEsystems listed over C-
. •.. . • •
15/32 Or NC. • • • • • • • • • •
••• • • • ••• • •
httn://databa e.ul.com/cgi-bin/XYV/temnlate/iISF.XT/1 FRAMF/shownaLye.html?name=TCtFI J.R 1306&ccnshorttitle=Rooring+Svstems&obiid=1074351933&cfgid... 1/53
4/20/2015 I uru.Ki uuo-Kooung aystems
The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating.The use of 1/2-In. minimum
thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks.
The use of polystyrene insulation board between minimum 3/4-in.thick perlite board and deck with rosin paper(perlite/rosin
paper/polystyrene/perlite) Is a suitable alternate for polyisocyanurate board In the following Class A, B or C systems.
Trumbull"Perma Mop" may be utilized with any of the following"Asphalt Felt Systems with Hot Roofing Asphalt".
"GAFGLAS@ #80 Ultima'"' Base Sheet" may be used In any of the following systems.
"GAFGLAS@ Flex Ply 6"and"Tri-Ply® Ultra-Flexible Pty 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 "TOPCOAT@ Fireshield MB"at 21/2
to 3-gal/100-ft2.
"Ruberold@ Dual Smooth"may be used as an alternate to"Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5"or"Ruberoid@ Mop Plus
Smooth"or"Ruberold@ 20".
Class A, B and C
Hot roofing asphalt,for use with glass felts or modified bitumen membranes.
"Ruberoid@ Heat Weld"SBS roofing membranes may be used In lieu of"Ruberoid@ Mop" SBS roofing membranes In any applicable
Classification.
Class A
1. Deck:C-15/32 Incline: 3
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime
Roofboard"or"DensDeck@ DuraGuardTM Roofboard", minimum '/4-in.thick,or United States Gypsum Co. "SECUROCK®Roof Board"
(Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in.thick.
Insulation:—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perl ite/polyisocya nu rate
composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness.
Ply Sheet: —Three or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible
Ply 6",fully adhered with hoot roofing asphalt.
Surfacing: —Gravel.
2. Deck: C-15/32 Incline: 2
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime
Roofboard"or"DensDeck@ DuraGuardT`^ Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board"
(Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in.thick.
Insulation:—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocya n u rate
composite or perlite/urethane composite or wood fiber/poly isocya nu rate composite or phenolic,any thickness.
Ply Sheet: —Three or more plies Type G1 "GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible
Ply 6",fully adhered with hot roofing asphalt.
Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@
EnergyCapTM BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
3. Deck: NC Incline: 2
Barrier Board (Optional): —One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime
Roofboard"or"DensDeck@ DuraGuardT"' Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board"
(Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in.thick.
Insulation (Optional): —One or more layers perlite or wood fiber or glass fiber or polyisocya nu rate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2-in. maximum.
Ply Sheet: —Two or more plies Type G1 "GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible
Ply 6",fully adhered with hot roofing asphalt.
Cap Sheet:—Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCapTM
BUR Mineral Surfaced Cap Sheet",fully adhered with hot roofing asphalt. _
4. Deck:C-15/32 Incline: i
Slip Sheet(Optional): — Red rosin paper, nailed to deck. \
Insulation (Optional): —Any thickness perlite or wood fiber or glass fiber or polyisocyanu rate mechanically fastened or adhered with
OMG Inc. "OI Bond Fastening System" or an UL Classified Insulation adhesive. '` a•' • • • • • ••
Y 9 Y Y • • • • • • • •
Base Sheet: —One of Tyne G2 "GAFGLAS@ #75 Base Sheet"or"Tri-Ply@ #75 Base Sheet"or"lr�LAfl%#80�l�t�naT� Base Sheet"
or"GAFGLAS@ Stratavent@ Eliminator TM Venting Base Sheet(Nailable)", mechanically fastened. • • : • : . • •
Ply Sheet: —One or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or GAFGLASC� FIE Ply 6'br"fri-Pi'y@ UR2-Flexible Ply
6",fully adhere w t o r o ng asp a .
Cap Sheet: — pe(-,'A "(-,AEGI ASR Mineral surfaced Cao Sheet'-or"Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCapTM
BUR Mineral Surfaced Cap Sheet",fully adhered with hot roofing asphalt. • • •:• : �; •'.-�`,
Coating(Optional): — "TOPCOAT@ EnergyCoteTM Elastomeric Coating"or"TOPCOAT@ 1 Plu:"ori"TO:COAJL 32-21t&-€�96meric
5. Deck: NC Incline: 3� �-
••• • • • • ••• • •
Base Sheet: —One ply Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet;or:GAF(=LFC%(j#8f UllmaTM*Base Sheet"
or"GAFGLAS@ Stratavento Eliminator M Venting Base Sheet(Perforated or Nailable)", mech$nlcgIVV:te:ed or ally-ed Mored with hot
roofing asphalt. ••• • • • 009
•
h n://database.ul.com/cLi-bin/XYV/temnlate/i.ISEXT/1FRAMFJshowr)aLe.html?name=TCTFIJ.R]306&ccnshorttitle=Roofine+Svstems&obiid=l(74351933&CfLid... 2153
4/20/2015 TGFU.R1306-Roofing Systems
o
Ply Sheet: —One or more plies T De G1 "GAFGLAS_0_Ply 4"or"Tri-Ply® Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply® Ultra-Flexible
Ply 6",fully a hered ot wit hroofing asphalt.
Cap Sheet:—T r e G3"GAFGLASO Mineral Surfaced Cap Sheet"or"Tri-Ply® Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCapTM
BUR Mineral Surfaced Cap Sheet",fu 1y—a&ered withoft roofing 6sphalt.
6. Deck: C-15/32 Incline: 2
Barrier Board (Optional): —One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime
Roofboard"or"DensDeck@ DuraGuardTM Roofboard", minimum 1/4-in.thick, or United States Gypsum Co. "SECUROCK@ Roof Board"
(Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX),minimum 1/4-1n.thick.
Insulation:—One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite/polylsocyanu rate composite or
perlite/urethane composite or phenolic, 1-1n. minimum (offset a minimum of 6-1n.from plywood deck joints).
Base Sheet: —One or more plies Type G1 "GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4" or"GAFGLAS@ Ply Flex 6"or"Tri-Ply® Ultra-Flexible
Ply 6"or Type G2"GAFGLAS@ #75 Base Sheet"or"Tri-Ply@ #75 Base Sheet"or"GAFGLAS@ #80 Ultima TM Base Sheet"or Type G3
"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet", mechanically fastened or fully adhered with hot
roofing asphalt.
Membrane:—One or more plies"Ruberoid@ Torch Smooth"or"Tri-Ply@ TP-4"or"Ruberold@ Torch Granule"or"Ruberoid@ Torch
180"or"ROOFMatchT APP Modified Granular"or"Tri-Ply@ TP-4G",torch applied or"Ruberold@ Mop Smooth"or"Ruberoid@ Mop
Smooth 1.5" or"Ruberold@ Mop Smooth Plus"or"Ruberoid@ Mop Granule"or"Intec Flex PRF"or"ROOFMatchTM SBS Modified
Granular"or"Tri-Ply@ SBS Modified Bitumen Membrane"or"Ruberoid@ Dual Smooth",fully adhered with hot roofing asphalt.
Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCapTM
BUR Mineral Surfaced Cap Sheet",fully adhered with hot roofing asphalt.
7. Deck:C-15/32 Incline: 2
Barrier Board (Optional): —One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime
Roofboard"or"DensDeck@ DuraGuardTM Roofboard", minimum Y4-in.thick,or United States Gypsum Co. "SECUROCK@ Roof Board"
(Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in.thick.
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/polyisocya nu rate composite or phenolic,any thickness.
Base Sheet:—Two or more plies Type G2"GAFGLAS@ #75 Base Sheet"or"Tri-Ply@ #75 Base Sheet"or"GAFGLAS@ #80 Ultima TM
Base Sheet"or"GAFGLAS@ Stratavent@ Eliminator TM Venting Base Sheet(Perforated or Nailable)"or Type G3 "GAFGLAS@ Mineral
Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt.
Ply Sheet(Optional):—One or more plies Type G1 "GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Ply Flex 6"or"Tri-Ply@
Ultra-Flexible Ply 6",fully adhered with hot roofing asphalt.
Membrane:—One or more plies"Ruberoid@ Torch Smooth"or"Tri-Ply@ TP-4"or"Ruberold@ Torch Granule"or"Ruberoid@ Torch
180"or"ROOFMatchTM APP Modified Granular"or"Tri-Ply@ TP-4G",torch applied or"Ruberoid@ Mop Smooth" or"Ruberoid@ Mop
Smooth 1.5"or"Ruberoid@ Mop Smooth Plus"or"Ruberoid@ Mop Granule"or"Intec Flex PRF"or"ROOFMatchTM SBS Modified
Granular"or"Tri-Ply@ SBS Modified Bitumen Membrane"or"Ruberold@ Dual Smooth",fully adhered with hot roofing asphalt.
Cap Sheet: —Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCapTM
BUR Mineral Surfaced Cap Sheet",fully adhered with hot roofing asphalt.
8. Deck: NC Incline:2
Barrier Board (Optional): —One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime
Roofboard"or"DensDeck@ DuraGuardTM Roofboard", minimum 1/4-in.thick,or United States Gypsum Co. "SECUROCK@ Roof Board"
(Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-1n.thick.
Insulation (Optional): — Perlite or glass fiber or polyisocyanurate or wood fiber or mechanically fastened, any thickness.
Base Sheet: —One or more plies Type G2"GAFGLAS@ #75 Base Sheet"or"Tri-Ply@ #75 Base Sheet"or"GAFGLAS@ #80 UltimaTM
Base Sheet"or"GAFGLAS@ Stratavent@ Eliminator TM Venting Base Sheet(Perforated or Nailable)", mechanically fastened or fully
adhered with hot roofing asphalt.
Ply Sheet: —One or more plies Type G1 "GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible
Ply 6",fully adhered with hot roofing asphalt.
Cap Sheet: —Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet",fully adhered with hot
roofing asphalt.
Coating: — "TOPCOAT@ Fireshleld MB", applied at a rate of 21h-gal.to 3-gal./100-ft.2.
9. Deck:C-15/32 Incline: 1
Barrier Board(Optional): —One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime
Roofboard"or"DensDeck@ DuraGuardTM Roofboard", minimum 1/4-in.thick,or United States Gypsum Co. "SECUROCK@ Roof Board"
(Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX),minimum 1/4-1n.thick.
Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyan u rate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness.
Ply Sheet: —Three or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible
Ply 6",fully adhered with hot roofing asphalt. *0 ***
•
Cap Sheet: —Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet"•or."CiAFfoLpS'® EnergyCapTM
BUR Mineral Surfaced Cap Sheet",fully adhered with hot roofing asphalt. • •• •': : : s•; '.
•• ••• •• • • • ••
10. Deck: NC Incline: 1
Barrier Board (Optional): —One or more layers Georgia-Pacific Gypsum LLC"DensDeck@4Roofboard".or„",PpnsDecjc8 Prjme
Roofboard"or"DensDeck@ DuraGuardTM Roofboard", minimum 1/4-in.thick, or United !*asps 4psum Cd "SICURO@K@ Roo#Board"
(Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX),minimum 1/4-in.tMyk. • • • • • • : •
Insulation (Optional): —One or more layers perlite or wood fiber or glass fiber or poiyisocy;nurat4or ureVane cf.. •�•
perlite/polyisocyanurate composite or perlite/urethane composite or wood fi ber/po lyisocya nu rate composite or phenolic,2-in. maximum.
Ply Sheet: —Two or more plies Type GI "GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible
Ply 6",fully adhered with hot roofing asphalt. ••• + • • a ••. • •
Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Sur$ce4Cap,hjetf or QGAVLAS:)EnergyCapTM
BUR Mineral Surfaced Cap Sheet",fully adhered with hot roofing asphalt. ; • a •
••• • • • ••• • •
httn://databa-,e.ul.com/cei-bin/XYV/temniate[I JSF.XT/l FRAMFIshownaLye.html?name=TCiF(J.R 1306&ccnshorttitle=Roofing+Svstems&ohiid=1074351933&cfgid... 31.53
r ROOF ASSEMBLIES AN�
�10 F� 05-�.�ys
Florida Building Code 5th Edition (2014)
High-Velocity Hurricane Zone Uniform Permit Application Form.''(/
Section C (Low Slope Application) Surfacing: //�
Fill in specific roof assembly components T
and identify manufacturer Fastener Spacing forpp�� Attachment•
(If a component is not used, identify as "NA") /
CT /l� Field: "oc @ Lap,#Rows 3 @. f7_"oc
System Manufacturer: /�
122 Perimeter:� --5'@
"oc @Lap,#Rows _ �"oc
Product Approval No.: ! J_ /®01�� �,J
Corner: ! "oc @Lap,#Rows 5- @ 7 "oc
Design Wind Pressures, From RAS 128 or Calculations:
J� Pmax3: (�r/Pmax2:
Pmax1: f�o Number of Fasteners Per Insulation Board:
l�' ��
Field Perimeter Corner o?
Max. Design Pressure,from the speoc P�oduct
Approval system:_ s Illustrate Components Noted and Details as
Applicable:
Deck: // �/ 7_f/ Woodblockin Gutter, Edge Termination, Stripping,Type: 3 (9 V g� 9 Flashing,
Continuous Cleat, Cant Strip, Base Flashing,Counter-
3 Flashing, Coping, Etc.
Gauge/Thickness: Indicate: Mean Roof Height, Parapet Height, Height of Base
3Flashing, Component Material, Material Thickness, Fastener
Slope: Z Type, Fastener Spacing or Submit
Anchor/Base Sheet&No. of Ply(s): / 'M
Anchor/ ase Sheet as ne B ding Ma eria
Insulation Base Layer:
Base Insulation Size and Thickness: !�►� vjy;0 i !� FT.
Base Insulation Fastener/Bonding Material:
AIA
/A /P
Parapet 1
Yy lyyl`/�SO`lOZ& e.l...�eight
•I *lose .....
Top Insulation Layer: + *l •
�f .�
M :. �....:
Top Insulation Size and Thickness: ry
FT
Top Insulation Fastener/Bonding Material: // / ••.t� •ie•e e••.•
3 �f19 /��.. .t 1 +Mean .....
J • of
Base Sheet(s)&No.of Ply(s): I/"1 i/ GIS - - ••e •: •• Height •�••:
Base Sheet Fastener/Bonding Material: �y// L /J/'1Jt J/S ••••
Ply Sheet(s)&No. of Ply(s): dlS so 4_
it I
Ply Shee Fa ner/ ndi ater i
Top Ply: t
Ir i
Top Ply Fastener/Bonding Material:te
FLORIDA BUILDING CODE 5th Edition (2014)—BUILDING 15.33
Y
h 3/30/2016
JUAN A. RODRIGUEZ-JOMOLCA,R.A. Welser Torres
LICENSED ARCHITECT#:AR6691 ADDRESS: 1139 NE 105th Street,
625 SW 82ND AVE, Miami shores, FL 33138
MIAMI, FLORIDA, 33144 SYSTEM: ROOF WINDLOAD
TEL (305)461-2188 FAX(305)461-2238
TO WHOM IT MAY CONCERN:
SUDJECT: UPLIFT CERTIFICATION LETTER
I CERTIFY THAT THE STRUCTRUAL INSTALLATION OF THE DENSDDECK OVER
EXISITNG WOOD DECK ATTACHMENT IS ACCORDING FBC CODE. THE
DENSDDECK WILL BE ATTECHED WITH 1-1/4" GALV. R.S.NAILS, THIS WILL NOT
AFFECT THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING AND/OR THE
ROOF.
0000
. . 0000 0000..
.. 0000 •
ix
0000. 0000 0000..
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0000 0000.
0000.. 0000 0000.
.. 00 .. . 000000
. 0 . . 00000.
0000..
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Page 1
` ' Y
MECAWind Version 2 . 1 . 0 . 6 ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright 2013
Date : 04/4/2016 Architect No. : AR6691
Company Name : JUAN A. RODRIGUEZ-JOMOLCA, R.A. Designed By
Address : 625 SW 82ND AVE, Description RE-ROOFING
City : Miami Customer Name Welser Torres
State : FL 33144 Proj Location : 1139 NE 105th Street, Miami shores, FL 33138
Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2)
All pressures shown are based upon ASD Design, with a Load Factor of . 6
Basic Wind Speed(V) = 175.00 mph
Structural Category = II Exposure Category = C
Natural Frequency = N/A Flexible Structure = No
Importance Factor = 1.00 Kd Directional Factor 0.85
Damping Ratio (beta) = 0.01
Alpha = 11.50 Zg = 700.00 ft
At = 0.09 Bt = 1.07
Am = 0.11 Bm = 0.80
Cc = 0.15 1 = 650.00 ft
Epsilon = 0.13 Zmin = 7.00 ft
Slope of Roof = 3 : 12 Slope of Roof(Theta) = 14.04 Deg
Ht: Mean Roof Ht = 14.00 ft Type of Roof = GABLE
Rht: Ridge Ht = 18.00 ft Eht: Eave Height = 10.00 ft
OH: Roof Overhang at Eave= 2.00 ft Roof Area = 2000.00 ft^
Gust Factor Category I Rigid Structures - Simplified Method
Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85
Gust Factor Category II Rigid Structures - Complete Analysis
Zm: 0.6*Ht = 18.90 ft
lzm: Cc* (33/Zm)^0.167 = 0.16
Lzm: 1* (Zm/33) ^Epsilon = 606.26 ft
Q: (1/ (1+0.63* ( (B+Ht) /Lzm) ^0.63) )^0.5 = 0.93
Gust2: 0.925* ( (1+1.7*lzm*3.4*Q)/ (1+1.7*3.4*lzm) ) = 0.89
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85
Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi
GCPi Internal Pressure Coefficient = +/-0.18
2 ,
-- ,
Roof nol 0.000• ..••..
sho«n S i •• •••• ••
4 ,
.... .... . .
1 5 -t-1,--F'-'
1 0000 0000 a T, �: ,� • ••• 0000•
- 0000••
Malls
Gable Roof_r8==i5 •• •• •• • 6690:6
• •
. • •
Wind Pressure on Components and Cladding (Ch 34 P&;t 1;0.00• ......
000.0•
All pressures shown are based upon ASD Design, with a Load �Naa;tor of 90.•6 • •
Width of Pressure Coefficient Zone "a" = 5.6 ft
Description Width Span Area Zone Max Min Max P Min P
ft ft ft112 GCp GCp psf psf
--------------------------------------------------------------------------
Zone 1 1.00 1.00 1.0 1 0.50 -0.90 22.54 -36.39
Zone 2 1.00 1.00 1.0 2 0.50 -1.70 22.54 -62.47
Zone 3 1.00 1.00 1.0 3 0.50 -2.60 22.57 -92.75
Zone 4 1.00 1.00 1.0 4 0.90 -1.10 39.58 -42.97
Zone 5 1.00 1.00 1.0 5 0.90 -1.40 39.58 -52.168
Zone 2H 1.00 1.00 1.0 2H 0.50 -2.20 22.54 -80.7
Zone 3H 1.00 1.00 1.0 3H 0.50 -3.70 22.54 -128.4
Date 04/4/2016 Architect No. AR6691
Company Name JUAN A. RODRIGUEZ-JOMOLCA, R.A. Designed By
Address 625 SW 82ND AVE, Description RE-ROOFING
City Miami Customer Name Welser Torres
State FL 33144 Proj Location 1139 NE 105th Street, Miami shores, FL 33138
Table 1.Withdrawal test data for stainless steel nails from Zelinka and Rammer(2012)in inch-
pound units.
Measured Predictedb
Diameter Penetration Load
Nail Species, (M) [P) M/P
(in) (in) (lb) (Ib/in) (Ib/in)
BW 1.093 53 48 63 0.77
0.109 DF 1.090 108 99 123 0.81
SP 1.068 139 130 199 0.65
BW 1.528 98 64 77 0.82
DF= 1.484 183 123 173 0.71
Smooth 0.133 DF1.936 220 114 160 0.71
Shank
DF' 1.020 129 1 127 154 0.83
SP 1.530 209 137 249 0.55
BW 2.302 162 70 96 0.73
0.165 DF 2.331 291 125 216 0.58
SP 2.308 319 138 307 0.45
shank 0.133 DF 1.759 593 337 Z299 1.12
a_BW is a - fir G=0.50 SP is Southern Pine G=0.5
(oven-dry basis)from the 2012 NDS or Wood Handbook.
°Predictq_d capacity for smooth-shank nails based on 2012 NDS,equation 11.2-3t predicted capacity for ring-shank
nail based on 2012 NDS,equation 11.2-4.
W anufacturers R.B and C tested in Douglas-fir.
ARRAY WIND LOAD CALCULATIONS
DENSDDECK40SQ-FT
Total Area(SF) 40
Wind Load(PSF)PZ3 -92.75
Total Wind Load(lbs.) -3710
1-1/4"Ring Shank Nails(#) 20
Tension Force per 1-1/4"Ring Shank Nails(lbs. -185.5
DENSDDECK 40 SQ-Fr •0••
Total Area(SF) 40 •.• 0000.• ••.•�•
Wind Load(PSF)PZ2 -62.47 ••�•�• •.i6•• ..660
Total Wind Load(lbs.) -2498.8 00
0.0000 0 0
1-1/4"Ring Shank Nails(#) 15 "'•"
0000 0000
Tension Force peri-1/4"Ring Shank Nails(lbs. -166.6 0000.• '6.6.• .0.00
DENSDDECK40SQ-FT 60.00. . 060 00:..0
Total Area(SF) 40 •• •• •. • 0000••
Wind Load(PSF)PZ1 -36.39 :00;•; 00
Total Wind Load(lbs.) -1455.6 ' ' : . .. :-.00:
1-1/4"Ring Shank Nails(#) 9 i .06 0 000000
Tension Force per 1-1/4"Rin Shank Nails(lbs. -161.7 • 0 0.0• •
' �:
LAG BOLT PULL OUT CALCULATIONS
Spruce,Pine, per inch Depth 1299lbs.
nails.120"x1-1/4" Min.Depth 1"
Strength x Depth=Pull Out Strength
299 lbs.x lin= 299 lbs.
Allowable Pull Out Strength pernail 299lbs.
Max.Pull Out Strength Required pernail 185.5
Lag Bolt Pull Out Strength Safety Factor 1.6
Date 04/4/2016 Architect No. AR6691
Company Name JUAN A. RODRIGUEZ-JOMOLCA, R.A. Designed By
Address 625 SW 82ND AVE, Description RE-ROOFING
City Miami Customer Name Welser Torres
State FL 33144 Proj Location 1139 NE 105th Street, Miami shores, FL 33138
FASTENER SPACING FOR DENSDDECK
FIELD: 3'-6" OC @ LAP, # ROWS 3 @ V-6"OC
PERIMETER: V-9"OC @ LAP, # ROWS 3 @ V-6" OC
CORNER: V-9" OC @ LAP,#ROWS 4 @ V-0"OC
� n 31-611
ED
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♦SHuREs
1911 al a M Miami shores Village
Building Department
OR1 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RECEIPT
PERMIT#: DATE:
(Name)
ontractor
❑ Owner
❑Architect
Picked up 2 sets of plans and (other)
Address:
From the building department on this date in order to have corrections done to plans
And/or get County stamps. I understand that the plans need to be brought back to Miami
Shores Village Buil ' ar ment o inue permitting process.
Signature:
NATURE)
PERMIT CLERK INITIAL:
RESUBMITTED DATE:
PERMIT CLERK INITIAL:
�t
OR
193
logo ,.go Miami shores Village
Lh ��� Building Department
J�lOR 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RECEIPT
PERMIT#: F -1�—Un1;9 DATE:
contractor
❑ Owner
❑Architect
Picked up 2 sets of plans and (other)
Address: /Q5��
From the building department on this date in order to have corrections done to plans
And/or get County stamps. I understand that the plans need to be brought back to Miami
Shores Village Building Departm continue permitting process.
Acknowledged by:
PERMIT CLERK INITIAL: S 1 .,
RESUBMITTED DATE:
PERMIT CLERK INITIAL: ID