HomeMy WebLinkAboutRevisions OFFICE USE ONLY: R E C E I D MAR 0 4 2016
DATE FILED: 3`l �� PERMIT#
REVISION FEE: S.Cia RECEIPT#
PLANNING & DEVELOPMENT SERVICE9,: ;�zzj �
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BUILDING&CODE REGULATION DIVISIOp 1 '� -., f
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462-1553 'o• ;..ti;,>�, ;;y
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE
ADDRESS: `-Y 1 ` Q'MQ-v �Y\ Cl lecc-e.
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
3. CONTRACTOR INFORMATION: p p
STATE of FL REG./CERT.#: 3aS O S .LU I 'COUNTY CERT.#:
BUSINESS NAME: p6'
QUALIFIERS NAME: -�
ADDRESS: 3DB e C
CITY: k . -ems_-e STATE: ZIP: 3 a
PHONE(DAYTIME): FAX:
4. OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE: FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): - FAX:
SLCCC:9/23/09
Revised 04/26/2010 ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMP L ANIPE
REVIEWED Y 37 16
DATE
EVI P SAND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
RECEIVrD MAR 04 2016 J
MIAMI-DADS MIAMI-DADE CO T
e PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE,R) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99
NOTICE OF ACCEPTANCE NOA www.miamidade.gov/econoiiiv
Johns Manville Corporation
71717th Street
Denver,CO 80202 li d;_ i a �� , b,
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. REP,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 APP Modified Bitumen Roofing Systems Over 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 shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 12-0123.02 and consists of pages 1 through 18.
The submitted documentation was reviewed by Jorge L.Acebo.
NOA No.: 13-0529.02
MIAMI•DADECOUM Expiration Date: 06/14/16
"'• Approval Date: 02/20/14
Page 1 of 18
i
ROOFING SYSTEM APPROVAL � a�
Category: Roofing ! �•''���� r ''r i " ' 4
Sub-Category: Modified Bitumen
Materials: APP/SBS
Deck Type: Wood
Maximum Design Pressure: -82.5 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
JM APP Base 39-3/8"x 48'10" ASTM D6509 APP modified asphalt, fiberglass
reinforced,smooth surfaced base sheet.
APPeX 4S 39-3/8"x 32'10" ASTM D6222 APP modified asphalt,polyester reinforced,
Type I Grade S smooth surfaced membrane for use as a
Base and/or Ply Sheet only.
APPeX 4.5M 39-3/8"x 32'10" ASTM D6222 APP modified asphalt;polyester reinforced,
Type I Grade G mineral surfaced membrane.
APPeX 4.5M FR 39-3/8"x 32'10" ASTM D6222 APP modified asphalt,polyester reinforced,
Type I Grade G fire-retardant,mineral surfaced membrane.
Tricor M FR 39-3/8"x 34'1" ASTM D6223 APP modified,asphalt,polyester/glass
reinforced,granule surfaced membrane.
Tricor M FR CR 39-3/8'.'x 34'1" ASTM D6223 APP modified asphalt,polyester/glass
reinforced,coated granule surfaced
membrane.
Tricor S 39-3/8 x 32'10" ASTM D6223 APP modified asphalt,polyester/glass
reinforced, smooth surfaced membrane for
use as a Base and/or Ply Sheet only.
PermaPly 28 36" x 106' ASTM D4601 Type II asphalt impregnated and coated
glass fiber base sheet.
Ventsulation 36" x 36' ASTM D4897 Heavy duty fiber glass base sheet
Type Il impregnated and coated on both sides with
asphalt with or without fine mineral
stabilizer.
G1asBase Plus 36"x 106' ASTM D4601 Type II SBS and asphalt blend impregnated
and coated glass.fiber base sheet with fine
mineral stabilizer.
DynaFast. 180 S 39-3/8"x 49'2" ASTM D6164 SBS modified asphalt,polyester reinforced,
smooth surfaced sheet.
DynaFast 180 HW 39-3/8"x 49'2" ASTM D6164 SBS modified asphalt,polyester reinforced,
smooth surfaced sheet.
DynaFast 250 HW 39-3/8"x 32'10" ASTM D6164 SBS modified asphalt,polyester reinforced,
smooth surfaced base sheet.
NOA No.:13-0529.02
MIAMI-11MECOUNWM Expiration Date: 06/14/16
"'• Approval Date: 02/20/14
Page 2 of 18
f, fi
Test Product
Product Dimensions Specification Description
DynaWeld 250 S 39-3/8"x32'10" ASTM D6164 SBS modified asphalt,polyester reinforced,
Type II Grade S smooth-surfaced sheet.
APPROVED INSULATIONS:
TABLE 2
Product Name Product Description Manufacturer
(With Current NOA)
ENRGY 3, ENRGY 3 25 PSI, Polyisocyanurate Insulation. Johns Manville
ValuTherm, ValuTherm 25 PSI,
R-Panel,R Panel 25 PSI
ENRGY 3 AGF,ENRGY 3 AGF Polyisocyanurate Insulation with glass Johns Manville
25 PSI,ENRGY 3 CGF,ENRGY reinforced facers
3 CGF 25 PSI,ValuTherm AGF,
ValuTherm AGF 25 PSI,
ValuTherm CGF,ValuTherm
CGF 25 PSI
ENRGY 3 FR,ENRGY 3 FR 25 Polyisocyanurate Insulation with inorganic Johns Manville
PSI coated glass reinforced facers;bottom face
is premium coated for combustible decks.
Fesco Foam,DuraFoam Polyisocyanurate Insulation with perlite Johns Manville
facer.
Retro-Fit Board,DuraBoard High-density perlite roof insulation. Johns Manville
Fesco Board Rigid perlite roof insulation board. Johns Manville
StructodeO High Density Fiber High Density Fiber Board. Blue Ridge Fiberboard,
Board Roof Insulation Inc.
NOA No.: 13-0529.02
MIAMI-DADE COUNTY11111 Expiration Date: 06/14/16
"• Approval Date: 02/20/14
Page 3 of 18
t /
APPROVED FASTENERS: {' ECJ ' �h�,, V1
TABLE 3 � .17
:_ �l.n 'i
Fastener Product Product Manufacturer
Number Name Description Dimensions (With Current
NOA)
1. U1traFast Fasteners Insulation fastener for wood #12 x 8"max. Johns Manville
and steel. Length,
#3 Phillips head
2. UltraFast 3"Round Metal Galvalume AZ55 steel plate 3"round& Johns Manville
Plate or Square Recessed 3"square
Metal Plate
3. All Purpose Fastener Insulation fastener for #14 x 24"max. Johns Manville
wood,concrete and steel. #3Phillips head
4. High Load Fastener Membrane fastener #15 x 14"max. Johns Manville
#3Phillips head
5. High Load Plates Seam plate with reinforcing 2-3/8"round Johns Manville
ribs and eyehooks steel plate
6. Polymer Membrane Batten Plastic membrane batten 1"x 250' OMG, Inc.
strips.
7. High Load LH #15 Large Head fastener for #15 x 14"max. OMG,Inc.
steel,wood,or concrete Oversize
#3Phillips head
8. APB Plates Steel Seam plate with 2"round Johns Manville
reinforcing ribs and barbs.
9. Metal Membrane Batten Galvalume coated steel 1"x 100' coil Johns Manville
membrane batten.
10. Deep Well Batten Bar galvalume coated steel 1"x 100' coil Altcnloh,Brink&
membrane batten. Co.U.S.,Inc.
NOA No.: 13-0529.02
MIAMI•DADECOUNTY Expiration Date: 06/14/16
Approval Date: 02/20/14
Page 4 of 18
� 1� a
EVIDENCE SUBMITTED:
Test Agency Test Identifier Description Date
Factory Mutual Research Corp. J.I. OXOA9.AM 4470 03/25/94
J.I. OW6A2.AM 4470 02/05/93
J.I. OX7A4.AM 4470 08/26/93
J.1. 3001482 4470 08/11/98
J.1. 3002823 4470 04/01/99
J.I. 3003468 4450 02/02/00
J.1. 3007148 4470 04/19/00
3009499 4470 04/04/01
3011248 4450 11/01/02
3012974 4470 06/03/02
3037540 4450 10/20/10
UL,LLC. R10167 UL 790 05/27/13
Exterior Research&Design,LLC #4361-2.04.97-1 TAS 114(J) 04/15/97
10390A.12.97-1 TAS 114(J) 12/15/97
10390A.10.97-1 TAS 114(J) 10/15/97
10391.01.03 TAS 11.4(7) 01/29/03
Trinity I ERD J45020.05.13-1 TAS 114(C) 05/16/13
PRI Construction Materials,LLC JMC-053-02-01 ASTM D5147/D6222 05/01/13
JMC-054-02-01 ASTM D5147/D6223 06/04/12
JMC-055-02-01 ASTM D6509 05/29/12
JMC-070-02-01 ASTM D2178 TYPE IV 04/17/12
JMC-071-02-01 ASTM D2178 TYPE VI 04/17/12
JMC-072-02-02 ASTM D4601 06/04/12
JMC-074-02-01 ASTM D4897 04/17/12
JMC-093-02-01 ASTM D4601 08/02/12
JMC-106-02-01 ASTM D6164 04/15/13
JMC-107-02-01 Rev 4 ASTM D903 11/01/13
ASTM D 1876
ASTM D5147
TAS 117(B)
TAS 117(A)
TAS 114(C)
JMC-118-02-02 TAS 114(J) 04/19/13
J.MC-126-02-01 TAS 114(J) 04/17/13
JMC-141-02-01 TAS 114(J) 04/18/13
JMC-167-02-01 TAS 114(C) 08/05/13
NOA No.: 13-0529.02
miAmmADECOUNW11111 Expiration Date: 06/14/16
• Approval Date: 02/20/14
Page 5 of 18
Membrane Type: APP
Deck Type 1: Wood,Non-Insulated 'y
Deck Description: 19/32° or greater plywood or wood plankIV
System Type E: Base sheet mechanically fastened. � k''��' , �f/� Jy
All General and System limitations apply.
Base Sheet: (Option#1) One ply of JM APP Base,PermaPly 28,GlasBase Plus or
Ventsulation mechanically fastened to the deck with UltraFast Fasteners and Metal
Plates at a 4" side lap 12" o.c.and two rows staggered in the center of the sheet
18"o.c.
(Maximum Design Pressure—45 psf.,See General Limitation#9.)
(Option #2)Minimum two plies of PermaPly 28 or Ventsulation simultaneously
fastened to the deck lapped 4" and fastened with approved roofing nails and tin
caps 9" o.c. at the lap and two rows staggered in the center of the sheet 12" o.c.
(Maximum Design Pressure—52.5 psf.,See General Limitation#7.)
(Option#3)Minimum two plies of PermaPly 28 or Ventsulation simultaneously
fastened to the deck with Ultrafast fasteners and Metal Plates spaced 9"o.c. in a
4"lap and 12"o.c. in two staggered rows in the center of the sheet.
(Maximum.Design Pressure—52.5 psf.,See General Limitation:#7.)
Ply Sheet: (Optional)One or more plies of JM APP Base or'APPeX 4S heat welded to base
sheet while maintaining 4"side laps and 6"end laps.
Membrane: One or more plies of APPeX 4.5M or APPeX 4.5M FR heat welded while
maintaining 4"side laps and 6"end laps.
Surfacing: (Optional)Install one of the following for all systems that do not achieve
acceptable fire ratings through the use of F.K membrane sheets.Any coating, listed
below,used as a surfacing,must be listed within a current NOA.
1. 400 lb./sq.gravel or 300 lb./sq.slag in a flood coat of approved mopping asphalt at
a rate of 60 lb./sq.
2. Karnak 97,Karnak 97 AF,Monsey Premium Long Life Aluminum Roof Coating
Asbestos Free or Monsey Prograde Aluminum, Grundy AL MB aluminum coating
at a rate of 1-1/2 gal./sq.Monsey Aquabrite,Gardner asphalt emulsion, APOC
Sunbright 400 or Henry 229 Aluminum Emulsion at 2'/2 gal./sq.or APOC 212
Aluminum Roof Coating at 3 gal./sq.
3. Grundy 20 F asphalt emulsion, Endure Asphalt Emulsion,APOC 302 or 302 AF
applied at 2'/z gal./sq.with optional 60 lbs./sq.of roofing granules embedded in
wet coating.
Maximum Design
Pressure: See Fastening Options
NOA No.: 13-0529.02
C"IFIfididtil-T114-A
ADECOUMTY Expiration Date: 06/14/16
Approval Date: 02/20/14
Page 17 of 18
AI
ZI
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with.Ply 4 and Ply 6 when used as a mechanically fastened base or anchor
sheet.
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 corners). Neither rational analysis, nor extrapolation.shall be permitted for
enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners).
(When this limitation is specifically referred within this NOA,General Limitation#7 will not
be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 61G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 13-0529.02
MIAMI•DADE COUNTY Expiration Date: 06/14/16
• Approval Date: 02/20/14
Page 18 of 18