RF-14-989Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 212463 Permit Number: RF -5 -14 -989
Scheduled Inspection Date: June 27, 2014
Inspector: Rodriguez, Jorge
Owner: BACHAY, JOHN
Job Address: 9328 NE 9 Avenue
Miami Shores, FL
Project <NONE>
Contractor: DALEY ROOFING INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number
Parcel Number 1132060020060
Phone: (305)754 -9892
Building Department Comments
RE -ROOF REAR FLAT ROOF
Infractlo Passed Comments
INSPECTOR COMMENTS
False
Inspector Comments
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
June 27, 2014
For Inspections please call: (305)762 -4949
Page 9 of 23
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
FBC 20 l-0
BUILDING Permit No.
Master Permit No. I2 1k-4-'1M
PERMIT APPLICATION
Permit Typ
JOB ADDRESS: 93 ZLf /LE /9-11e14/14e-
City: Miami Shores
County:
Miami Dade Zip: —RV-
Folio/Parcel #:
Is the Building Historically Designated: Yes
NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): crON110 ,6 ?aH Phone #: x.36 928 'j4? ),&
Address: eY3 Z / Ate,
City: 4419714 / StiV/ State: A`( Zip: 5�1,3 K
Tenant/Lessee Name: Phone #:
Email:
CONTRACTOR: Company Name: bfiLEti 1 O I) C) J 'JC- Phone #:305— 76/
Address:
City: / t9--M / 67740/0-3 State: /4— Zip: 3efi
Qujlifier Name: 197A/i Phone #:
State Certification or Registration #:% % C • of Competency #:
Contact Phone #: Email Address.
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $ .512 S Square/Linear Footage of Work: 7/)"
Type of Work: ❑Address ❑Alteration ❑New pair/Replace ❑Demolition
Description of Work: �' 1) % 1 i 1,19 7— Ze
******* * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** Fees************* * * ** * * * * ** * * * ** * * * * * * * * * * *** * **
Submittal Fee $ Permit Fee $ CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT 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 afier the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
Owner or ent
-OA
The foregoing instrument was acknowledged before me this 9-
day of Nati , 200 , by(1`�
who is personally known to me or who has produced 1 O% who is
--f vJ .C1C-MSAlis identificatio�_and who did take an oath.
NOTARY PUBLIC: JENNIFIS4 GASTILLO
Notary Public, State of Flo*
Commission 6 FF
My comm. expires April 16, 2017
Signature 9
Contractor
The foregoing instrument was acknowledged before me this f L/
t
day of h ■ I ,20 by (PAFNt(L(
Sign:
Print:
~1rnnet,,2_ a mh 1
My Commission Expires: 1 I (e ( �-
APPROVED BY
Plans Examiner
Structural Review
(Revised 3 /12/2012XRevised 07 /10 /07XRevised 06 /10/2009XRevised 3/15/09)
me or who has produced °
as identification and who did take an oath.
NOTARY PUBLIC: \e��N i u w urrrr
rie
Sign:
Print:
,< ��My Commission Expir o .. 4 �•
:
... ,..f„, /; , /r,'�` ,
'%,D RI D A .∎
�rrrrnnimNA
Zoning
Clerk
Miami Shores Village
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
5-bP
;t 11IA CT TO COMPLIANCE WITH ALL FEDERAL
HIGH - VELOCITY HURRICANE ZONES
I AI I ANT) COUNTY GULFS AND REGULATIONS
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Section A (General Information)
Master Permit No. 77�� Process No.
Contractor's Name �!%9 'l €e-Oht) ( NC.,
Job Address 9'32 fit-- 94i'g •
- ROOF CATEGORY
'lLow Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set To
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof 0/Reroofing ❑ Recovering 0 Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
Ity
7P/
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow
scuppers and overflow drains. Include dimensions of sections and levels, clearly
identify dimensions of elevated pressure zones and location of parapets.
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Florida Building Code 2010 Edition
High Velocity Hurricane Zone Uniform Permit Application Fonn
lestignalmaxamislitsuati
FM In Specific Roof Asser>bly Componerns
and identily bhumfacturer
(If a component Is not used, ken* es NA")
System Manubcturer: CI
WA No.: / ° 0 5�2 f' 154
Fad Spas Itql for Anchmaase Sheet
Atit dumsnt
P (O •oc @Lap.8Rowel_ 6'oc
Comer: L' oc at Lap, # Rows Y.,. ® "°" oc
Deegn Wind Pressures, From RAS 128 or CatoidatIone
prated: 6 sprmet A z ? nom; /3i,/ of Fasteners Per insulation
Felt �' ace Ugh Rows �10L.2 oc
max. tit Pressure. Ryon ihoSpyNOA
system:
TWe: /)(40. 7
Anchodikee Sleet & No of Ply (e):
Fastener/Banding
Boos Meet(s) & No. of Ply(s) i PW 175'
: a( S A
-1i . r `i' t n
Ply Stteet(s).& No. of Plyt(s): /�) v-i'
NY Street FaetenerManding �� J
Meterl� /�
PI? Q� T f r 1W- -17o &f- �/ ���
........ NCR -
. ........
•• . :. en►f►
..tie 3i
• ••...- • - - - ....
Field " 7 i9� Corm
Components NOW and
Details as Apse:
Woodbtodchtg, Gutter, Edge Termination,
Stripping, Flashing, Cow Cam, Cant
Strp, Bass Raiding, Carder- Flashing,
Coping, Etc,
Mean Roof Height, Parapet Heght.
Height of Bose neTtona. Component Material.
Materkd , Fastener Type, Ferrer
Spring or Stdsnit Manufacturers Deus that
Comply with RAS 111 and Chapter
1 18.
r
14/
0#26
1010 ID
Fr.
Su
FT..
Parapet
Rdnit
//f3 f
Mum
Roof
Hetht
CUMULATIVE SUBSTANTIAL IMPROVEMENT
VERIFICATION WORK SHEET
In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all
improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed
improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished
materials (include those donated), labor (including volunteer and self- performed), construction supervision and
management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is
attached for your reference. (A Copy of the Contract must be attached)
PROPERTY OWNER: .70/-i-11/ 0,, `i
PERMIT #
ADDRESS: 93 jig it `7 /91/6-
FOLIO NUMBER/ "3 MP POOa — £ O(0 O FLOOD ZONE:
BASE FLOOD ELEVATION: FREEBOARD. EAST OF FL.CCCL:
COST OF PAST IMPROVEMENTS (12 MONTHS):
COST OF PROPOSED IMPROVEMENTS:
(ATTACH COPY OF CONTRACT)
TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed):
VALUE OF PRINCIPAL STRUCTURE (attach appraisal):
OWNERS SIGNATURE:
DATE:
P V
PLAN REarliEWER SIGNATURE: DATE:
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DESARTA BUILDING CORPORATION
3523 Griffin Rd. Dania, FL 33312
954 - 983 -8528
RE: John Bachay Residence
9328 NE 9 Ave Miami Shores, FI.
11/05/13
The following contract for labor and material to install the following impact windows:
1 -HR- 74x38.5
2- SH -37x 51
3.SH -31x 38
All windows are PGT Glass Impact Resistant
Price - $ 4,000 -1 /2 amount due on receipt and 1/2 upon completion of the job -
includes delivery and installation . Price does not include permit fees.
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0410 • • • 000 • •
Miami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
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
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name: m
Property Address: 9 ' 24" c°7'
Date: c5/
Roofing Permit Number:
Dear Building Official:
i , - _ - certify that I am not required to retrofit the roof to wall connections of my
building because:
, he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (1994 SFBC)
State of Florida
County of Bade •; • • •
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Ja/fit) MC /f4V
Print Name
The undersigned7beirnyt fit`s't dtlt %wom, dep` po and says that he /she is the owner for the above property mentioned.
Swom toandpscribed Ilefore me this day of
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Notary Public, Sate of Florida at Large
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• When tie jail stricture fo`pu$ rose of ad valorem taxation Is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994
SFBG.:Oenira most plovrde a guild g appiieation from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
JENNIFER CASTILLO
Notary Public, State of Florida
Commission # FF 9046
My comm. expires April 16, 2017
ee.,leat.... CP34PRIM
SECTION 1524
HIGH VELOCITY HURRICANE ZONES REREQUIRED
OWNERS NOTIFICATION FOR ROOFING
1524.1 As it pertains to this section, 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 section.. The provisions of Chapter 15 of
the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing
system installations. Additionally, the following items should be addressed as part of the agreement between the
owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained.
1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone)
for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) issues 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.
2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed
accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building
ode. (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
(i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner
s uld notify the occupants of adjacent units of roofing work to be performed.
4. Exposed Ceilings: Exposed, open beam ceilings are where the uadersid,e4the root4,ecking can be
vi ed from below. The owner may wsh to maintain the architectural appearance, therefor', roofing nail
etrations of the underside of the decking may not be acceptable. The Florida Building Code provides the
option of maintaining this appearance.
5. Ponding Water: The current roof system and/or deck of the building may not drain well and may
water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural
• stress 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
0 oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if
o erflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
with the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of
• -shaii not be-reduced.-#_ may be-
eflcral to consider additional venting which can result in extending the service life of the roof.
• ,E,��•
e s!Agent's Sig - re
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9 Ter
• 7'
Properpr.Adt` .. ".' ... •'
6,/3,P,
Contractor's Signature
Date
Permit Number
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Rev'ljl 100§,Cer►PretSe s4 3stfingDegarhnent
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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF
1361 Alps Road
Wayne, NJ 07470
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786)315 -2590 F (786) 31525 -99
www.milamidade.¢ov /economy
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 Ruberoid ®Modified Bitumen Roof System 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.
INSPEGT1GOA1 A cojry, of ttis entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be Qail tljle or itisgledtion at the job site at the request of the Building Official.
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This IAA tttitws'tfnd Levi %eI NOA No. 09- 0224.01 and consists of pages 1 through 29.
The submitted documentation was reviewed by Jorge L. Acebo.
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NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 1 of 29
ROOFING SYSTEM APPROVAL
Category:
Sub - Category:
Material:
Deck Type:
Maximum Design Pressure:
Roofing
Modified Bitumen
APP /SBS
Wood
-75 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Specification Description
Product
Matrix' 102 SBS
Membrane Adhesive
GAFGLAS® #75
Base Sheet
GAFGLAS® #80 Ultima"'
Base Sheet
GAFGLAS® FlexPly"d 6
GAFGLAS® Ply 4
GAFGLAS® Mineral
Surfaced Cap Sheet
GAFGLAS® EnergyCaprm
BUR Mineral Surface Cap
Sheet
GAFGLAS® Stratavent®
Eliminator Perforated
Venting Base Sheet
Dimensions
5 gallons
39.37"
(1 meter) Wide
39.37"
(1 meter) Wide
39.37"
(1 meter) Wide
39.37"
(1 meter) Wide
39.37"
(1 meter) Wide
39.37"
(1 meter) Wide
39.37"
(1 meter) Wide
GAFGLAS® Stratavent®
Eliminator Perforated (1
Nailable Venting Base
Sheet
Ruberoid® SBS
Heat -Weld Smooth (1
Ruberoid® SBS
Heat - Weld' Granule (1
RoofMatch'"'
SBS Modified Granular
Ruberoid® SBS
Heat-Weld"' 170 FR (1
MIAMI•DADE COUNTY
APPROVED 1
39.37"
meter) Wide
39.37"
meter) Wide
39.37"
meter) Wide
107 sq. ft.
(9.9 m2)
39.37"
meter) Wide
ASTM D3019
ASTM D4601
ASTM D4601
ASTM D2178
ASTM D2178
ASTM D3909
ASTM D3909
ASTM D4897
ASTM D4897
ASTM D6164
ASTM D6164
ASTM D6164
ASTM D6164
Fiber reinforced rubberized cold - applied
adhesive for modified bitumen roof
systems.
Type II asphalt impregnated and coated
glass mat base sheet.
Type II asphalt impregnated and coated,
fiberglass base sheet.
Type VI asphalt impregnated glass felt
with asphalt coating.
Type IV asphalt impregnated glass felt
with asphalt coating.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
Asphalt coated; glass fiber mat cap sheet
surfaced with mineral granules with
factory applied EnergyCote
Fiberglass base sheet coated on both sides
with asphalt. Surfaced on the bottom side
with mineral granules embedded in
asphaltic coating with factory
perforations.
A nailable, fiberglass base sheet coated on
both sides with asphalt. Surfaced on the
bottom side with mineral granules
embedded in asphaltic coating.
Non -woven polyester mat coated with
polymer- modified asphalt and smooth
surfaced.
Non -woven polyester mat coated with
polymer- modified asphalt and surfaced
with minimal granules.
Non- woven:palyestiertnat.coated with
SBS polp.agr- Mgdif{ed Isn a fund
surfaced with colored mineral granules.
Non -wok en golyes to mat coated with fire
retarda:MVIlytner-rnp.dita asptgrt ali
surfaced ki! l mihet$1 g n11 s..: : •
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NOA No.: 13- 0424.14
Frairtti r pate:. 11/06/14
• opvtwpate :101/13
:.•.: : : : :. *Uge of29
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Any of above base sheets attached to deck approved annular ring shank nails and
3" inverted Drill-Teem insulation plates at a fastener spacing of 9" o.c. at the 4"
lap staggered in two rows 9" in the field.
(Maximum Design Pressure —60 psf, See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with
Drill-Teem #12 Fastener, Drill -Teem #14 Fastener or Drill-TecT" XHD Fastener
and Drill -Teem 3" Steel Plate, Drill -Teem AccuTrac® Flat Plate or Drill-Teem
AccuTrac® Recessed Plate installed 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 psi; See General Limitation #7)
Ply Sheet: (Optional except over Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid® SBS
Heat - Weld"" Smooth or Ruberoid® SBS Heat -Weldh 25) One or more plies
GAFGLAS® Ply 4 or GAFGLAS® F1exPly 6 sheet adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. or
Ruberoid® Torch Smooth torch applied according to manufacturer's application
instructions.
Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, RoofMatchT"
APP Modified Granular, Ruberoid® EnergyCapm Torch Granule FR, Ruberoid®
EnergyCapm Torch Plus FR, or Ruberoid® Torch FR torch applied according to
manufacturer's application instructions.
Or
One or more plies of Ruberoid® SBS Heat - Weld" Plus, Ruberoid® SBS Heat -
Weld"" Plus FR, Ruberoid® SBS Heat - Weld" 170 FR, Ruberoid® EnergyCapm
SBS Heat Weld" Plus FR, Ruberoid® SBS Heat - Weld"" Granule, Ruberoid® SBS
Heat - Weld" Smooth and Ruberoid® SBS Heat - Weld's 25 applied according to
manufacturer's application instructions.
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 60 lbs. /sq.
2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS ®EnergyCap"" BUR Mineral
Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT
range and at a rate of 20- 40lbs. /sq.
3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with
Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5
gal. /sq.
Maximum Design
Pressure: See Fastening Above
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NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 28 of 29
Membrane Type: APP /SBS Heat Weld
Deck Type 1: Wood, Non - insulated
Deck Description: i9 /32" or greater plywood or wood plank decks
System Type E(2): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier: FireOut"' Fire Barrier Coating, VersaShield® Fire - Resistant Roof Deck
(optional) Protection or Securock® Gypsum -Fiber Roof Board.
Base sheet:
Fastening Options:
GAFGLAS® #80 Ultima Base Sheet, GAFGLAS® Stratavent® Eliminator"'
Nailable Venting Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid®
SBS Heat - Weld's Smooth or Ruberoid® SBS Heat - Weld" 25 mechanically
fastened to deck as described below;
GAFGLAS® Ply 4, GAFGLAS® F1exPly"" 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 F1exPly'a 6, GAFGLAS® #75 Base Sheet or any
of above base sheets attached to deck with Drill- Tee" #12 Fastener, Drill -Teed
#14 Fastener or Drill -Teed XHD Fastener and Drill -Teed 3" Steel Plate, Drill -
Tec"" AccuTrac® Flat Plate or Drill -TecTd AccuTrac® Recessed Plate installed
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® FlexPly"' 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 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 Sheets, Ruberoid® 20, Ruberoid® Mop Smooth,
base sheet attached to deck with approved annular ring shank nails and 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 —60 psf, See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with
Drill -Tec"" #12 Fastener, Drill -Tee° #14 Fastener or Drill -Tee' XHD Fastener
and Drill -Teed 3" Steel Plate, Drill -Tee' AccuTrac® Flat Plate or Drill- TecT""
AccuTrac® Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side
lap. The other rows are equally spaced approximatelb 0 "o.a.•in Qze:fiil•d'ofthe
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(Maximum Design Pressure —60 psf, See General rinlitdtioh # ?• • • • • •
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NOA No.: 13-0424.14
Expiration Date: 11/06/14
`Apps o :albatei M1/13 •
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WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPly "" 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum 1 /4" DensDeck® Roof Board or '/2" Type X gypsum board is acceptable to be installed
directly over the wood deck.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 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
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed
by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant
(When this limitation is specifically referred within this NOA, General Limitation #9 will not
be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs
shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for
hanoetfaltegt;hced pressure zones (i.e. perimeters, extended corners and corners).
•CVVheathinirbitatted i?, c$ecifically referred within this NOA, General Limitation #7 will not
.bt applicai a �. • :: • •
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Being Code. l Rule 9N.3 of the Florida Administrative Code.
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:': : • :•: : • END OF THIS ACCEPTANCE
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' APPROVED
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NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 29 of 29
Base Sheet: --One ply "Liberty"' S13S Self- Adhering Base /Ply Sheet" or puberty"" SA Base /Ply Sheet", self - adhered.
Membrane:— "Ruberoid® Torch FR" or "Ruberoid® SBS Heat Weld Plus FR" or "Ruberoid® SBS Heat Weld 170 FR" or
"Ruberoid ®. Torch Plus FR ".
64. Deck: C -15/32
Incline: 1/2
Base Sheet: — TN:spites Type G2 or " GAFGLAS® #75 Base Sheet", or "Ruberoid® 20" or "Ruberold® 20 HT" or "Ruberold®
Dual Smooth" fully adhered with hot roofing asphalt.
Ply Sheet (Optional): — One or more plies Type G1 or Type G2 or "Ruberold® SBS Heat Weld Smooth."
Membrane: -- "Ruberoid® SB5 Heat Weld 170 R" or "Ruberold® SBS Heat Weld Plus FR" heat fused
65. Deck: NC Incline: 1A
Insulation (Optional): — Polyisocyanurate, 3aood fiber, glass fiber or periite mechanically fastened, any combination, any
thickness.
Base Sheet: — One ply "Ruberoid® SA Base /Ply Sheet" self- adhered
Membrane:— One ply "Ruberoid® SA Cap FR" self-adhered
66. Deck: C -15/32 Incline: 1/2
Insulation ( Optional): —Any thickness perlite, glass fiber, polyisocyanurate, perlite /polyisocyanurate composite,
mechanically fastened or adhered with any UL Classified insulation adhesive.
Barrier Board (Plot required when the roof deck is noncombustible): — Minimum 1A -in, thick Georgla- Pacific Gypsum LLC
"DensDeck ® Roofboard" or "DensDedk Prime® Roofboard or "DensDeck DuraGuardTMA Roofboard" or United States
Gypsum Corp. " SECUROCK® Roof Board" (Type FRX -G) or " SECUROCK® Glass -Mat Roof Board" (Type SGMRX) with butt
joints in the banter board staggered a minimum of 6 -in. from butt joints in plywood roof deck
Base Sheet: — Two plies. Type G2 "GAFGLAS #75 Base Sheet" fully adhered with hot roofing asphalt.
PIy Sheet : — Two piles Type G1 "GAFGLAS PIy 6" fully adhered with hot roofing asphalt.
Membrane: — One ply "Ruberoid® EnergyCap"° Dual FR" fully adhered width hot roofing asphalt
67. Deck: C- 15/32 Incline: 1/2
Insulation (Optional): — Any thickness perilte or wood fiber or glass fiber or polyisocyanurate mechanically fastened or
adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive.
Barrier Board :: — Minimum 1A -in. thick Georgia- Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime®
Roofboard" or "DensDedk DuraGuard'°' Roofboard° or minimum 1/a -in. thick Untied State ypsum Corp.. " SECUROCK® Roof
Board" (Type FRX -G) or "SECUROCK® Glass-Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with CMG
Inca "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products
staggered a minimum of 6 -in. from plywood deck joints.
Base Sheet: — One or more plies Type G2 " GAFGLAS® #75 Base Sheet" or "Tri- Ply® #75 Base Sheet" orType G1 orType
G2 fully adhered with hot roofing asphalt or mechanically fastened
Ply Sheet: — One or more piles "Ruberoid® 20" or "Ruberoid® 20 HT" or "Ruberoid® Dual Smooth" fully adhered with hot
roofing asphalt or mechanically fastened
Membrane: — One ply "Ruberold® 30" fully adhered with hot roofing asphalt.
Surfacing (Optional): — " TOPCOAT® EnergyCoteTM' Elastomeric Coating" or 'TOPCOAT® MB Plus" applied at a rate of 2-
gal /100 -ft2.
68. Deck. NC /nane :1/2
Primer (Optional): — One application "TOPCOAT® Surface Seal SB" applied at 1 -gal /100 -ft2 .
Insulation (Optional) — Perlite, fiber glass, polyisocyanurate, urethane or periite /polyisocyanurate. composite.
Base Sheet: — One or more layers "GAF Stratavent® EliminatorTO' Venting Base Sheet (Perforated)" or "GAF Stratavent®
EflminatorTM Venting Base Sheet (Nailable) ", Type G2 " GAFGLAS®• #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or Type.
63 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet ", hot mopped or mechanically
fastened.
Ply Sheet (Optional): — One or more piles Type G1, hot mopped in place.
Membrane: — "Ruberoid® Mop 170 FR° or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCapTM' Mop
FR.
69. Deck: NC IncSne: 1/2
Base Sheet: — One ply of "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Pius" or
"Ruberoid® Dual Smooth° fully adhered with "Matrix TM' 101 Premium SBS Membrane Adhesive" applied at a rate of 1-1/2 -
ga1/100 -ft2.
Membrane: One ply "Ruberold® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid®
EnergyCilV" hill) ill ulbeildf estd•rtit "Matlix'M 101 Premium SBS Membrane Adhesive" applied at a rate of 11/2- gal /100-
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70. Deck: C- 14■2 ••• •• • • • •• Incline: 1/2
insukitionlQptiongl): guy thici<nesse "EnergyGuard""" or "EnergyGuard"" RA" or "EnergyGuard"' RN° or "EnergyGuard'm
RH oe "Ene yGuard"1 RI:' or "Efe*gy=Gttardn" Ultra" polyisocyanurate, mechanically fastened or adhered with OMG Inc.
"OIy134A4 stenI 1 System•" or any.Uii Classified insulation adhesive.
Barrier I oargl4 — MiniZnurI/a- inoglit georgia -Padflc Gypsum LLC "DensDeck® Roofboard" or "DensDeclk Prime®
Roofboard" or "DensDeck DuraGuard"" Roofboard" or minimum 1/4-in. thick United States Gypsum Corp. "SECUROCK® Roof
Beard" (Type FRX -G) or " SECUROCK® Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG
Inc. "OIyBo d Fasttnljsg Syj gym: or qpy UL Classified insulation adhesive with butt joints in the barrier board products
staggere'd:an=inimenso*6- born plywood deck joints.
Basle Sheet:: ; ,ns pr:f "f{ub k1( Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Pius" or
"Ruberoii ®Dtel Brdbth" icy 2ehertd with "Matrix"' 101 Premium SBS Membrane Adhesive" applied at a rate of 11h-
5
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