HomeMy WebLinkAboutNOAST LUCIE COUNTY
CONCEALED FASTENERS OR ATTACHMENT,(:
SCANNED
BUILDING w1=S1ON
ARE THE RESPONSIBILITY OF THE
� IA
CONTRACTOR OF RECORD
St. Lucie COUtItY
IEWEFO�CO
L
E
MIAMI•i)ADE
LANSAN PERMIT
MUST BE KEPT ON JOB OR
MIADII-DADE COUNTY
e
O INSPECTION WILL BE MADE
PRODUCT CONTROL SECTION
11805 SW26Street, Room208
DEPARTLIIENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE, (NOA)
wsymmiamidade.¢ov/economy
The Bilco Company
P.O. Box 1203
New haven, CT 06505
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 AIU (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.
DESCRIPTION: Series S/NB.Steel and Aluminum Roof Hatch
APPROVAL DOCUMENT: Drawing titled "S/NB Door Assembly", Sheets I through 10 of 10, dated
10/1512009, with last revision dated 07/0712011, prepared by The Bilco Company, signed and sealed by Mark
A. De Stefano, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
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.
RktNEWAL of this NOA shall be considered after a renewal application has been filed and thereitas 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 fermination 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 entiretyt—
INSPECTION: A copy. of this entire NOA shall be.provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This N0A renews'NOA # 11-0722.10 and consists of this page 1 and evidence page E-1, as welt as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P-.E.
140A No. 14-6109.05'
MIaMIDADE COUNTY THE DA PROPOSED WORIC Expiration Date: December 2,2019.
15
ARE U d CORRECTIONS Approval Date: February 1 r ge I
REOUIR D BY FIEiD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COR�PLYWITH ALL APPLICABLE CODES.
�I
TheBilco Company ..
NOTICE OF ACCEPTANCE: Ey1DENC); SUBMITTED
A. DRAWINGS "Srrbnliited iiitder NOA # 11-0722.10"
1. Drawing titled "S/NB Door Assembly", Sheets 1 through 10 of 10, dated 10/15/2009, with last
revision dated 07/07/2011, prepared by The Bilco Company, signed and sealed by Mark A. De
Stefano, P.E.
B. TESTS "Srrbn:ltted underNOA # 08-1219.01"
1. Test report on 1) Air Infiltration Test, per FBC; TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test. per FBC, TAS 20 -,94
4) Large Missile Impact Test perFBC, TAS 201-94,
5) Cyclic Wind Pressure Test per FBC, TAS 203-94,
along With marked -up drmvings and installation diagram of Series NB50/20 Aluminum and
Steel Roof Scuttle, prepared by Certified Testing Laboratories, Test Report No.1862W, dated
11/18/2008, signed and sealed by Ramesh Patel, P.E.
2: Test report on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94,
5) Cyclic Wind Pressure Test per FBC, TAS 203-94,
along with marked -up drawings and installation diagram of Series S50/20
Aluminum and Steel Roof Scuttle, prepared by Certified Testing Laboratories, Test
Report No.1862W-1, dated 11/18/2008, signed and sealed by Ramesh Patel, P.E.
3. Addendum to Test Reports No. CTLA 1862W/W--1 on Uniform Static Air Pressure
Test, Loading per FBC TAS 202-94 and Forced Entry Resistance Test, per FBC, TAS
202-94, dated 03/1112009, signed and sealed by Ramesh Patel, P.E.
C. CALCULATIONS "Sub.01ted under NOA # 08-1219.0111
1. Structural calculations prepared by De Stefano Engineering Group PL, dated 01/1512009,
signed and sealed by Mark A. de Stefano, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources(RER)
E. MATEMAT] C1RIALCERTMi CATIONS
I. None.
F. STATEMENTS
1.. Statement letter of code conformance to 51 edition (2014) FBC issued by De Stefano
Engineering Group PL, dated 11/06/2014, signed and sealed by Mark A. de Stefano, P.E.
2.- - Distributor agreement dated 12/12/2014: - - -
3. No financial interest letter issued by De Stefano Engineering Group PL, dated 12/08/2009,
signed and sealed by Mark A. de Stefano, P.E. "Submitted underNOA f 8-1219.01"
• � - p o2�2dlS
Carlos M. Utrera,P.L
Product Control Examiner
NOA No.14-0703.07
Expiration Date: December 2, 2019
Approval Dale: February 12, 2015
E -1
I&o-S
ST. LUCTE v TY BUILPD; . SION
REVIFM'ED FOR COMPL
REVIEWED BY
DATE (5
MI.&LANS AND P RT MUS BE KEPT ON JOB
MIAMI•DADE : MiNO L�ISPECTION WILL BE hW.14.
e
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DMSION
Tf`- _�, PLANS AND ALL PP,OPOSED V'IORK
ANe 5i1BJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALI, A 1AW8&U VS,
MIAMI- A
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE (NOR) w W.miamidade.¢ov/economv
Johns Manville Corporation
717 17th Street n I
Denver, CO 80202 I \ . oC
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: Johns Manville Modified Bitumen Roofing Systems over Recover 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 maybe displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA Nie ed by Jorgeand consists of pages 1 through 5 FILE C0 Y
The submitted documentation was reviewed by JorgL. Acebo. _
I
"°'SEALED FASTENERS 0 IkIMENTS
ARETHERESP SIBIL THE NOA No.: 16-0413.23
Expiration Date: 07/19/21
CONTRACT
CORD Approval Date: 07/14/16
Page 1 of 58
ROOFING SYSTEM APPROVAL
Category
Roofing
Sub -Category:
Modified Bitumen
Materials:
SBS
Deck Type:
Recover
Maximum Design Pressure:
See Specific Deck Type
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test
Product
Dimensions
Specification
Product Description
JM BaseGrip
36" x 72'
ASTM D4601
Glass reinforced, self -adhering SBS
SD/SA
modified bitumen base sheet
DynaBase
39-3/8" x 49'2"
ASTM D 6163
A glass reinforced SBS modified bitumen
base sheet.
DynaBase I4W
39-3/8" x 49'2"
ASTM D 6163
A glass reinforced SBS modified bitumen
base sheet for heat welded applications.
DynaBase PR
39-3/8" x 49'2"
ASTM D6164
A polyester reinforced SBS modified
bitumen base sheet.
DynaBase XT 39-3/8" x 49'-2"
DynaClad 39-3/8" x 33'10"
DynaFast 180 HW 39-3/8" x 49'2"
DynaFast 180 S 39-3/8" x 49'2"
DynaFast 250 HW 39-3/8" x 32' 10"
DynaGlas 39-3/8" x 32'-10"
DynaGlas 30 FR 39-3/8" x 32'-10"
DynaGlas FR 39-3/8" x 32'-10"
-__ _ _ _ _= DynaGlasTR.CR- _-= 393/8 x32'30'
ASTM D 6163
A glass reinforced SBS modified bitumen
base or inner ply sheet.
ASTM D6298
A glass reinforced base sheet SBS modified
bitumen membrane surfaced with foil.
ASTM D6164
A polyester reinforced SBS modified
bitumen base or inner ply sheet for use in
heat weld applications.
ASTM D6164
A polyester reinforced SBS modified
bitumen base or inner ply sheet.
ASTM D6164
A polyester reinforced SBS modified
bitumen base or inner ply sheet for use in
heat weld applications.
ASTM D6163
A glass reinforced SBS modified bitumen
membrane surfaced with granules.
ASTM D6163
A fire resistant, glass reinforced SBS
modified bitumen membrane surfaced with
granules.
ASTM D6163
A fire resistant, glass reinforced SBS
modified bitumen membrane surfaced with
granules.
=.-ASTM D6163:—A-.fire.resistant,_glass_reinforced-SBS_
modified bitumen membrane surfaced with
granules and a reflective white coating for
use in heat weld applications.
DynaGlas FR CR G 39-3/8" x 32' 10" ASTM D 6163 Afire resistant, glass reinforced SBS
modified bitumen membrane surfaced with
granules and cool roof coating.
NOA No.: 16-0413.23
MIAMI-DADE COUNTY Expiration Date: 07/19/21
BE • • . I Approval Date: 07/14/16
Page 2 of 58
Membrane Type: SBS
Deck Type 7I: Recover, Insulated
Deck Description: Structural Concrete or Minimum 22 gage, type B, Grade 33 steel attached to
supports having a maximum span of 6 ft. o.c. The deck should record a Minimum
Characteristic Resistance Force (MCRF) of 174 lbf when tested with UltraFast
Fasteners (steel) or Structural Concrete Deck Fastener and All Purpose Fastener
(concrete) in accordance with TAS 105.
This Tested Assembly has been analyzed for allowable deck stress. See
Evidence Submitted Table.
System Type C(3): All layers of insulation simultaneously mechanically fastened.
All General and System limitations apply.
One or more layers ofjba-full6Wfij illptions:
Base Insulation L er (Optional Insulation Fasteners Fastener
_� (Table 3) Density/ft'
ENRGY 3, ENRGY 3 25 PSIIdI Germ, ValuTherm 25 PSI, R-Panel, R-Panel 25 PSI, ENRGY
3 AGF, ENR�l'5 PSI, ValuTherm AGF, ValuTherm AGF 25 PSI, ENRGY 3 CGF,
ENRGY 3 C PSI, ValuTherm CGF, ValuTherm CGF 25 PSI, ENRGY 3 FR, ENRGY 3 FR
25 PSI—ENRGY 3.E
0.5" thick N/A N/A
Note: Both layers of insulation shall be simultaneously mechanically fastened; see top layer below
for fasteners and density.
Top Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft'
JM SECUROCK Gypsum Fiber Roof Board 1 with 2 (Steel)
Minimum 0.25" thick 13 with 2 or 5 with 2 (Concrete) 1:1.45 W
Note: All layers of insulation shall be mechanically attached using the fastener density listed
above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used,
the number of fasteners shall be increased maintaining the same fastener density. Please refer to
Roofing Application Standard RAS 117 for insulation attachment.
Base Sheet: One ply of DynaGrip Base SD/SA.or JM BaseGrip SD/SA self -adhered with
minimum 4" side laps.
Or
One or more plies of GlasPly Premier (hot asphalt only), DynaBase, DynaBase
PR,-DynaBase_XT, DynaLastic 18_0S,.DynaFast_180 S, DynaPly T1,.DynaMax S,-
DynaLastic 250 S applied in hot asphalt within EVT range at a rate of 20-25
lbs./sq. or MBR Cold Application Adhesive at rate of 1.5 gal/sq. with minimum
-- 4" side laps.
Or
One or more plies of DynaWeld Base, DynaBase HW, DynaWeld 180 S,
DynaFast 180 HW, DynaWeld 250 S, or DynaFast 250 HW torch adhered with
minimum 4" slide laps.
NOA No.: 16-0413.23
Expiration Date: 07/19/21
Approval Date: 07/14/16
Page 21 of 58
4 •
Ply sheet: (Optional) One or more plies of DynaBase. DynaBase PR, DynaBase XT,
DynaLastic 180 S, DynaFast 180 S, DynaPly Tl, DynaLastic 250 S, or DynaMax
S fully bonded with MBR Cold Application Adhesive at a rate of 1.5 gal/sq. or
asphalt applied in the EVT range at a rate of 20-40 lbs./sq.
Or
One or more plies of DynaWeld Base, DynaBase HW, DynaWeld 180 S,
DynaFast 180 HW, DynaWeld 250 S, or DynaFast 250 HW fully bonded by torch
adhering
6� Membrane: One ply of DynaGlas 30 FR D,}, u&Qjas DynaGlas FR CR, DynaGlas FR CR G,
T� DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 FR CR, DynaLastic 180 FR
CR G, DynaGlas FR XT, DynaKap FR Tl, DynaKap FR Tl CR G, DynaLastic
250 FR, DynaLastic 250 FR CR, DynaLastic 250 FR CR G, DynaMax FR,
DynaMax FR CR, or DynaMax FR Plus fully bonded with MBR Cold
Application Adhesive at a rate of 1.5 gal/sq. or asphalt applied in the EVT range
at a rate of 2040 lbs./sq.
Or
One ply of DynaWeld Cap FR, DynaWeld Cap FR CR, DynaWeld Cap FR CR G,
DynaWeld Cap 180 FR CR, DynaWeld Cap 180 FR, DynaWeld Cap FR XT,
DynaWeld Cap 250, DynaWeld Cap 250 FR, DynaWeld Cap 250 FR CR,
DynaWeld Cap 250 FR CR G, DynaKap FR Tl HW CR G, DynaMax FR HW, or
DynaMax FR HW CR fully bonded by torch adhering.
Maximum Design
Pressure: -60 psf. (See General Limitation V).
NOA No.: 16-0413.23
Expiration Date: 07/19/21
Approval Date: 07/14/16
Page 22 of 58