HomeMy WebLinkAboutSUBMITTED PAPERSDATE:
FEES DUE:
RECEIPT #:
- I Permit #: ,?�J a_04
Planning & Development Services Department
�COUNTY Building & Code Regulation Division
2300 Virginia Avenue
Ft. Pierce, FL 34982-5652 CAN/V�D
Tel. 772-462-1553 1 C UC 13 CO U
APPLICATION FOR ROOF PERMIT
SE EVERSE SIDE FOR INSTRUCTIONS n}✓
1. Location/Site Address: co�c.s� 0?_
2. Parcel ID Number: 3LI/9- fi3C)- WL16 - Coo_ d
Office Use
Only
I Section
I Townshi
Ran a
Ma Pa a
-Zonin
-Land-Use—
-Widals
3. Description of Project or Work Activity:
4. Total Roof Area (square feet): .1( 5. Roof Pitch: r '�
6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle
[ ] Tar & Gravel A Modified Bitumen [ ] Other
[ ] Product Approval required for all types of Roofmg Material (2 Sets)
] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product
Approval attached
Roof Mitigation per F.S. 553.844 will be required
7. Owner Informat__ion 8.
Name:l'�''X'e� itin -Z
Address:
City: ']_ State:
Zip: :3,L4 'F — Phone:
9. Value of Construction: $i
Contractor Information
FL Reg/Cert #: _ :k �2gQR %&%
County Cert #: 1 q q C16
Business Name: '-T1et��<r_ eecaA41n
CellPhone:
o.eE•�s c�QECo cfsTG�.0 CO .�'05w 7" /, ✓ET
"Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval.
CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the inflon3lation contained in this application is correct and that all work will be
/�� done in compliwithyalppl'�bela regulating construction and zoning.
PRIKT QUALIFIERS/OWNERS NAME S ATURE QU O R
v
STATE OF FLORIDA, COUNTY OF
ACKNOWLEDGED BEFORE ME THIS 2 DAY OF O `J 20 3 , BY
WHO I ER N 4,Y KNO / TOME OR HAS DUCED AS IDENTIFI S 9*,,
...,. ROBERT J. BERQUIST
MY COMMISSION I DD 975578
GNATURE 014
OP N Y TYPE OR PRINT NAME OF NOTARY (Seal) 41
0.01
�, EXPIRES: March aIY mIc
• r9�Bonded Thm Budget Notary Services
COAUMSSION NUMBER
NOTICE TO OWNER: 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 YOUR LENDER OR
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Revised 4/26/2010
JOSEPH E. SMITH, CLERK '— ?HE CIRCUIT COURT — SAINT LUCIE COUNmx'_
FILE # 3897926 OR BOON 19 PAGE 8, Recorded 11/14/2013 at 1,,� PM
NOTICE OF COMMENCEMENT
Permit No. Tax Folio No.
3411-5` 0-oo4S-000-0l
State of Florida County of St. Lucle
The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes,
the following information is provided In this Notice of Commencement.
legal Description o(Property: (and street address If available):
L"1l rJ•t F'Rt�f Ct s� DiL P % L/n� pLoTC1 al oCK 131 .SECT100 3
General description of Improvement: 1l kllO
Owner Information or Lessoe Information If the Lessee contracted for the Improvement: — -
-Name , __ r— r R 1 A,
Address 1-7 e— SPe, ,-2f Sf.L.;c,�
Interest in property: bl.:, LX.
Name and address of fee simple titleholder (if different from Owner listed above):
contractor's Name: 'TfLe✓ZSv2� C1�.4�'��rA� Z—`�'
Contractor Address: ,,'S(IG {W kSL,f=C.. Phone Number: 77a-3�� 4y�
3rrWy
Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $
Name and address: Phone number:
Lender Name: Phone Number:
Lender's address:
Persons within the State of Florida designated by Owner upon whom notices or other documents may he served as provided by Section
713.13(1) (a)7., Florida Statutes:
Name:
Phone Number:
In addition to himself or herself, Owner designates - of
Uenor's Notice as provided in Section 713.13(1) (b), Florida Statutes.
Phone number of person or entity designated by owner:
to receive a copy of the
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SiTE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare t have read the foregoing notice of commencement and that the facts stated therein are true to the best of
my knowled d belief.
4-1 gnature Ownei or ess s or Lessee's Authorized Officer/Director/Partner/Manager
(Signatory's Title/Office)
The foregoing Instrument was acknowledged before me this-� day ofh=LQ , 20_!
ByA as for
( e of erso pe of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed
Personally know4or produced Identification_.
(Signature of Notary Public State of Florid
(Print, Type, or Stamp Co missioned Na of NotaTy,Nbeic) Type of Identification produced
a° .•., ROBERTJ.BERWIST
* i MY COMMISSION f DO 97557E
AEXPIRES: Match 28, 2014
'rar r.�'° Baged TMu Budget Ndq StMm
6TATE Of FLORMA
ST. Lii'(;IE CONTY
THIS ISTOCERTIFYTI;ATTHiSISA
TALIE AMID CORRECT T COPY OF THE
GAIOIRAL.
j Ua y1C1erk T�
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-2165 or 772-462-2172
Fax: 772-462-6443
ROOF INSPECTION AFFIDAVIT
Re: Permit # L C� 3 a -C6 9
o*
licensed as �•n)Contractor / ginger/Architect
(Please print name & circle license type), *FS 8-Buildin ector
*General, Building, Residential or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection.
On or about .:), / J/ 10 1 q . I did personally inspect the roof deck nailing
(Date)
work at: `� ,2, •� C� S .'
(Job site address)
Based upon that examination I have determined the installation was done according to the current
edition of the Florida Existing Building Code Section 611 or the product approval submitted (whichever is
most stri ent).
Sig tUre,a�d Se_a License #
STATE OF FLO IDA� L--�-k-
SwSoCOUNTYOF �� acd subscrib d befor me this day of
byC is onally
to
enti 'cation.
Notary Public, State f orida
Signature of Notary. :j2jzect.
Commission Number:
En 01/19/2011
20L4
or who has produced
ANGEIA M HUFF
MY co'%VE 101V
Bonded Thr uES; Apr1112 083530
aNPu6tic
� 0ndenvrf;ere
,Florida Building Code Online
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__11111 n . Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
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Comments
Archived
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Address/Phone/Email
Authorized Signature
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Address/Phone/Email
Category
Subcategory
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developed the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
FL10497-R2
Revision
2010
Approved
Mule -Hide Products Co., Inc.
1195 Prince Hall Dr
Beloit, WI 53511-5481
(608) 365-3111 Ext 809
lindareith@trinityerd.com
Timothy McFarland
lindareith@trinityerd.com
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLI
REVIEWED BY
DATE 02 -®/_��
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
CONED FASTENERS OR ATTACHMENTS
ARE THE RMPOISIBILf OF THE
Tim McFarland
N'MUOFWOPD
1195 Prince Hall Dr
Suite A
Beloit, WI 535115481
(608) 365-3111
tim.mcfarland@mulehide.com
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS WHAT
MAY BE NECESSARY IN ORDER TO
Roofing
COMPLY WITH ALL APPLICABLE CODES.
Modified Bitumen Roof System
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Q Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
U L LLC
08/28/2017
John W. Knezevich, PE
r Validation Checklist - Hardcopy Received
FL10497 R2 COI Trinity ERD CI - Nieminen - 2013.odf
http://www.floridabuilding. org/prlpr_app_dtl.aspx?param=wGEVXQwtDqudsDrIH6I48wbSKANpxwHR... 2/6/2014
,Florida Building Code Online r
2
Referenced Standard and Year (of Standard)
Standard
Year
ASTM D6163
2000
ASTM D6164
2005
ASTM D6222
2002
FM 4470
1992
FM 4474
2004
Equivalence of Product Standards
Certified By
Sections from the Code
x `'
Product Approval Method
Method 1 Option D
Date Submitted
08/21/2013
Date Validated
08/28/2013
Date Pending FBC Approval
09/08/2013
Date Approved
10/18/2013
Summary of Products
FL # IlModel,
Number or Name
Description
10497.1
Mule -Hide SBS and APP Modified
i
Self -adhering modified bitumen roof systems
Bitumen Roof Systems
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL10497 R2 II Al ER082113FINAL MULE -
Approved for use outside HVHZ: Yes
HIDE MODBIT FL10497-R2.odf
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-480
Created by Independent Third Party: Yes
Other: 1.) The design pressure in this application
Evaluation Reports
relates to one particular assembly over concrete deck.
FL10497 R2 AE ER0826131FINAL MULE -
Refer to the ER Appendix for other systems and deck
HIDE MODBIT FL10497-R2.Ddf
types. 2.) Refer to ER, Section 5 for other Limits of Use.
Created by Independent Third Party: Yes
Back Next
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not
send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.
*Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department
with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public
record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.
To determine if you are a licensee under Chapter 455, F.S., please click here..
Product Approval Accepts:
EL'Imck 0
sectlrit ats:'�'rLt+~�-.
http://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqudsDrIH6148wb SKANpxwHR... 2/6/2014
T reasure
Harvey E. Koennen
C oast
Professional Engineer #32831
B uilding
Architect#AR0009471
E ngineers,
Certified General Contractor #CGCO24776
Inc.
` . goon-1N� V INS
7205 Elyse Circle
P 5 L Florida 34952-8212
PHONE(772) 466-5509
FAX(772) 489-3035
E-MAIL:hkoehnen@tcbeweb.com
Contractor T.R E 65uRa -Go*k5 c zno-F%Py . ��-qj¢
Owner A NB Date
lob Address 01 flxjlji�L-5S OZ.
BUILT UP N1oD 61T SYSTr., iNLIP MVI-0 9LI90
'�
NEW ROOF RE -ROOF_ RECOVERING REPAIR AREA 165�• f,_
- --- ---- - — --- ----- — —BUILT U-P_ROOF PLAN fps:, *.OPY
NEWS
.
2m�Nu
MEN
ASCE 7-10 & FBC 2010 ENCLOSED BLDG X SEMI ENCLOSED BLDG OPEN _
PART 2 LOW RISE C&C SIMPLIFIED
RISK CAT 2/V=LCJOEXPOSU RE__Af A =1,4 Kzt =1.0/h =jjt> 1�12 PITCH/MEAN PARAPET ht=
ROOF SYSTEM A I&
ZONE 1 B @ h=30 = X = PSF x 0.6 = —11.40
ZONE 2 B @ h=30 = X = PSF x 0.6 = _ a =
ZONE 3 B @ h=30 = X = PSF x 0.6 = a =
MAX DESIGN PRESSURE PER NOA — 40 a
DECK TYPE pL`WooOD THICKNESS 1,14b2.`ZAL&F-
BASE SHEET 5 $S'5Q NO. OF PLIES I
FnSTG IC4�&tBONDING 5¢�l' p•��-bd+P.�►.�G
FASTENER SPACING FOR ANCHOR/BASE SHEET ATTACHMENT:
Field I "oc @Lap, # Rows — @—"oc Perimeter- 11oc @Lap, # Rows = @='bc Corner: _ "oc@Lap, # Rows—@ oc
INSULATION BASE LAYER TYPE SIZE --
Aj
TYPE OF FASTENERS/OR BONDING MATERIAL J60AM FARES OR ATTACHUJIlTS
INSULATION TOP LAYER TYPE SIZE ARE THE KNE91LffYY OF THE
TYPE OF FASTENERS/OR BONDING MATERIAL Av,�1rOF� R0
NUMBER OF FASTENERS PER INSULATION BOARD: Field — Perimeter Corner— ��l ��1IVV�1ll f_(1WHlN!
PLY SHEET
NO. OF PLIES —
TOP PLY SGSS-- SA NO. OF PLIES I
SURFACING MI L)04LhL- DRIP EDGE SIZE 3X 3
TYPE OF FASTENERS/BONDING
TYPE OF',-,&TPIE S/BONDING50L f:*APVi04NCn
MATERIAL % & " &. L.
T reasure
C oast
B uilding
E ngineers,
Inc.
Harvey E. Koehnelr'
Professional Engineer #32831
Architect #AR0009471
Certified General Contractor #CGCO24776
These tables Are For Roof eoverinas
Roof coverings Installed on Buildings with a
Mean Roof Height of 30' or Less Located in Exposures B, C or D
Table R301.2 [2]--oF> jr( <,u;�z.3?1-5445ca 7- 1-::D
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF].
160 Exp B
160 Exp C
160 Exp C
160 Exp D
160 Exp D
(One story
(Two story*) (One story") (Two story*)
Roof > 0 to 7 degrees
Zone 1
-27.6
-33.4
-38.7
-40.6
-45.9
7degrees = 11/2 /12 pitch
Zone 2
-46.4
-56.2
-65.0
-68.3
-77.1
Zone 3
-69.8
-84.5
-97.7
-102.7
-115.9
Roof > 7 to 27 degrees
-Zone 1
-25.3
- 30,7
- 35.5
-37.2
- 42
27 degrees = 6/12 pitch
Zone 2
-44,1
- 63.4
- 61.8
-64.9
- 73.3
Zone 3
-65.1
-78.8
- 91.2
- 95.7
- 108:.1
Roof > 27 to 45 degrees
Zone 1
- 27.8
-33.7
-40.0
-40.1
-462
45 d.egrees = 12112 pitch
Zone 2
- 32.4
-39.3
-45.4
-47.7
-53.8
Zone 3
- 32.4
-39.3
-45A
- 47,7
-53.8
160 Exp B
150 Exp C
150 Exp C
150 Exp D
150 Ezp D
(one story*) ( two story*)
(one story*)
( two story")
Roof > 0 to 7 degrees
Zone 1
-24.3
-29.6
-34.1
-35.8
-40.4
7degrees = 11/2 /12 pitch
Zone 2
-40.8
-49A
-57.2
-60.0
-67.8
Zone 3
-61.4
-74.3
-86.0
-90.3
-102,0
Roof > 7 to 27 degrees Zone 1 -22,2 - 26,9 - 31.1
-32,7
- 36.9
27 degrees = 6/12 pitch Zone 2 -38.7 - 46.9 - 542
-56.9
- 64.3
Zone 3 -57,3 - 69.4 - 80.3
-84.3
- 95.2
Roof > 27 to 45 degrees Zone 1 - 24.3 -29.5 -34.1
-35.8
-40.4
45 degrees = 12/12 pitch Zone 2 - 28.4 -34.4 -39.8
-41.8
-47.2
Zone 3 - 28.4 -34.4 -39.8
-41.8
-47.2
One story" = one story building with a maximum mean roof height of 15 feet
Two story* = two story building with a maximum mean roof height of 30 feet
if allowed by the Miami Dade N.O.A or Florida Product Approval ., any system -that does not meet the
minimum components and cladding pressures for the area that the building is located per this form
may require a Florida licensed engineer to revise the fastener spacing
it
T C B E, Inc. 7205 Elyse Circle PHONE (772) 466-5509
Port Saint Lucie FAX (772) 489-3035
Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com
WEB SITE htto://www.tcbeweb.corr
APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table
1A-1
Deck
Wood
Application
New or Reroof (Tear -Off)
1A-2
1B
Wood
Wood
New, Reroof (Tear -Off) or Recover
New, Reroof (Tear -Off) or Recover
1C
Wood
New, Reroof (Tear -Off) or Recover
1D
Wood
New or Reroof (Tear -Off)
3E
Wood
New or Reroof (Tear -Off)
2A
Steel or Conc.
New, Reroof (Tear -Off) or Recover
2B
Steel or Conc.
New, Reroof (Tear -Off) or Recover
3A-1
Concrete
New or Reroof (Tear -Off)
3A-2
Concrete
New or Reroof (Tear -Off)
3B
Concrete
New or Reroof (Tear -Off)
4A
LWIC
New or Reroof I
4B
4C
LWIC
LWIC
New or Reroof I
New or Reroof i
5A
CWF
New or Reroof I
5B
CWF
New, Reroof (Ti
6A
Gypsum
New or Reroof
7A
Various
Recover
or Recover
A_2
A-2
C
D
E
F
C
D
A-1
A-1
F
A-1
A-2
E
A-1
A-2
A-1
A-1
Description
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded
Mech. Attached Insulation, Bonded Roof Cover
Prelim. Attached Insulation, Mech. Attached Base Sheet, E
Non -Insulated, Mech. Attached Base Sheet, bonded Roof i
Non -Insulated, Bonded Roof Cover
Mech. Attached Insulation, Bonded Roof Cover
Prelim. Attached Insulation, Mech. Attached Base Sheet, E
Bonded Insulation, Bonded Roof Cover
Bonded Temporary Roof, Bonded Insulation, Bonded Roof
Non -Insulated, Bonded Roof Cover
Bonded Insulation, Bonded Roof Cover
Cover
TRINITY'ERD -
4 -
of Cover
5
5
ded Roof Cover
6
rer
6-7
7
8
ded Roof Cover
8
9-10
ver
11
11
12
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 13
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Coder
Bonded Insulation, Bonded Roof Cover 14
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
Bonded
Bonded
Bonded Roof Cover
Rnnded Rnnf rnuar
The following notes apply to the systems outlined herein:
1. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be
and/or FBC Approval documentation.
2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement:
➢ Wood: Minimum 0.75-inch penetration.
➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
➢ Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, De
DuraGuard, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board that meets the QA requirements of F.A.C. Rule
FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.6, when installed with the roof cover.
4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type I
bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck.
or greater configuration to the steel and concrete deck listings.
5. Unless otherwise noted, Insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the rib
the manufacturer's published instructions.
➢ HA (HA): Full coverage at 25-30 Ibs/square.
➢ Dow Insta-Stik Roofing Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
P. Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
1F O
fi
iocumented through proper codified
isDeck, DensDeck Prime, DensD c
,N-3 and is documented as meetinT,;
(mechanically attached base shee
'he structural deck shall be of equal
ons/beads shall expand as noted in
M10000.03.08-R2 for FL10497-R2
Revision 2: 08/21/2013
Appendix 1, Page 1 of 16
TRINITY ERD -
➢ OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where
OlyBond 500 is referenced. -
➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
➢ 3M CR-20: Continuous 2.5-3.5-Inch wide ribbons, 12-inch o.c. Note: 777ESET may be used where CR-20 is referenced.
➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-
half the ribbon spacing.
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be
substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to `increase' the MDP listings in the tables; rather if MDP
listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed .below may be used as a drop -in for the equivalent thicker
material listed in the table:
➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick)
➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3)
➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-Inch thick ISO 95+ GL)
➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3)
777' OPafg.
➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II, Poly ISO 2) L
=I'
n h.➢ 3M CR-20: MDP -117.5 psf (Min. 1.0-inch thick)=
7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
8. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the
elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section
2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements.
9. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC
Chapter 16, and no rational analysis Is permitted.
10. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall
review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
11. For existing substrates in a bonded recover installation, the existing roof system shall be examined for compatibility and bond performance with the selected adhesive, and
the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AH], as documented through field uplift testing in
accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124. 1
12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
13. Unless otherwise noted, refer to the following references for bonded base, ply V cap sheet applications.
Table 1: Mule -Hide Roof Covers i
Reference
Layer
Materi 1 j
Application
SBS-SA
(SBS, Self -Adhering)
Base
SA-SBS Base Sheet, SA-SBS Base Sheet (FR), SA Base Sheet 6163, SA Base Sheet 6163 (FR)
Self -Adhering'
�/ Cap
�
SA-SBS Cap Sheet, SA-SBS Cap Sheet (FR), SA-SBS KoolCapT , SA-SBS KooiCapT (FR)
APP-SA
(APP, Self -Adhering)
Cap
SA-APP Cap Sheet, SA-APP Cap Sheet (FR), SA-APP KoolCap—, SA-APP KoolCap'" (FR), SA-APP PF30 KoolCapT"
Self -Adhering
Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report M10000.03.08-R2 for FL10497-R2
Certificate of Authorizatlon #9503 Revision 2: 08121/2013
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 16
i
TRINITY' ERD
-
TABLE 1D: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
No.
Deck (See Note 1)
Base Sheet
Roof Cover
MDP
(Psf)
Base
Fasteners
Attach
Ply
Cap
W-15
Min. 19/32-inch plywood at max.
24-inch spans attached 6-inch o.c.
with #8 screws
Nail Base
32 ga., 1-5/8-Inch diameter tin caps with
11 ga. annular ring shank nails. Note: Tin
caps are to be primed with Mule -Hide 121
Asphalt Primer, 121 Asphalt Spray Primer
orASTM D41 primer.
6-inch o.c. in 4-inch lap and 6-Inch
o.c. In four, equally spaced,
staggered center rows
(Optional)
or
Base
6163
Base
6163
One
more SA
Sheet
or SA
Sheet
(FR)
SBS-SA or
APP-SA
_112.5
TABLE 1E: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER
System
No.
Deck (See Note 1)
41
Primer
Roof Cover
Cap
MDP
(Psf)
joint Treatment
Base
Ply
W-16
Min. 19/32-inch plywood at max.
24-inch spans attached 6-Inch o.c.
with 8d ring shank nails
(Optional) Mule -Hide 121
Asphalt Primer or 121
Asphalt Spray Primer
None
SBS-SA
(Optional) One
more SBS-SA
or
SBS-SA or APP-SA
-90.0 V
7
Min. 15/32-inch plywood at max.
t241nch s -inch o.c.
2 screws
(O le -Hide 121
sphalt Primer 121
Asphalt Spray Prim
is are covered with 4-inch
wide strips o Base Sheet 6163 ed
Into place to creat ontinuou nd.
a Sheet
or 5A Ba
Sheet (FR)
onai) Onl
moreSBS-SA32-inch
-orAPP-5-97.5
SBS-SA or A�A-135.0
ax.
s a 6-inch o.c,
p:d�
with #12 screws
(Optional) Mule -Hid 121
halt Primer o 21
Asp S rimer
Plywood joints are cov with 4-lnch
trl s of a Shee 63, rolled
Into place to create continuous bon
SA B heet
or SA Base
Sheet 6163 (FR)
more SBS-SA
Exterior Research and Design, LLC. d/b/a TrinityJERD Ar
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
I
I
Evaluation leport M10000.03.08-R2 for FL10497-112
Revision 2: 08/21/2013
Appendix 1, Page 7 of 16
TABLE ID: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF
System Deck (See Note i) Base Sheet
No. Ba Fasteners
Attach
32 ga., 8-inch diam er tin caps with
Min. 19 -' c plywood at max. 11 ga. annu ng nk nails. Note: Tin 6-Inch c. in 4-inch lap and 6-' h
W-1S 24-1 spa attached 6-inch o. Nail Base caps are to be p with Mule -Hide o.c. in fou , qually spaced
#8 screws sphait Pri , 121 As 'mer staggered cente
or 41 primer.
TABLE IE: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) .
SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER
System No. Deck (See Note i) Primer Roof Cover
Joint Treatment B se
/ Min. 19/32-inch plywood at max. ( al M ide 121
W-16 T 24-Inch spans attached 6-inch o.c. Asphalt 121 None" SBS-SA
with 8d ring shank nails As Spray Primer
Min. 1S/32-inch pl ood at ma (Optional) Mule- Plywood joi ered with 4-inch SA Base
W- 24-inch spans ached 6-inch o.c. sphalt Pri r or 121 wide s of SA Base eet 6163, rolled or ase
with #12 ews A halt P i
J, TRINITY ERD
Roof Cover P
Ply Cap (Psf)
(Optional) One
or more SA
ase Sheet 5- or _112.5
6 or SA AP A
Base t
616?(FR)
Ply Cap
ne orTS137S-SA or APP-SA
ac_cA
ray r mer place to create cont in s bond. eat (FR)
i /32-inch plywood at max. i al�Je-Hld
Plyw oints are covered wit 4-i SA Base Sheet
W-18 4-i spans attached 6-inch Asphalt wide strips o Iled 6163 or SA (Optional) On
with #12 sc Asphalt Sinto place to create continuous bond. ee 163 (FR) more SBS-SA
Exterior Research and Design, LLC. d/b/a Trinity]ERD
Certificate of Authorization #9S03
Prepared by: Robert Nieminen, PE-59166
or APP-SA
MOP
(psf)
-90.0
.5
I
Evaluation Report M10000.03.08-R2 for FL10497-R2
Revision 2: 08/21/2013
Appendix 1, Page 7 of 16
Page 1 of 1
Se-,rt Go.,y-
BUILDING & CODE SYSTEM You are logged in cocls\humphreya
as: Version 21.13A
t
Property I Valuation t Property Alert I Edit Permit I Search Permit 1 Review I Inspection I Permit Fee/Payment I Misc Fee I Contractor I Reports I Maint I Fiscal I Post Date I
Permit Status was changed to 'Issued' since Permi/2oninRenew fee has been paid AND all Reviews have been completed f
Submit Query Print REVIEWS Print Review Comments Form - All com
Permit # Print Review Comments Form - Non cor
Enter Permit* (Press ENTER) 1312-0023 1312-0023 Email Info For Reviewer Comments
PERMIT INFORMATION
Permit,#: i1312;0023) Job Address: 171 PRINCESS DR Parcel
#: 3419-520-0045-000/9
Master Permit it: r Permit Type: IROOF - MODIFIED BITUMEN Permit
Status: jPendlng Job
_ 'FT EAR_OF_AND_RE_ROOF-WITH_MODIFIED_BITt1MEN_1200-SQ-FT-2/-12-ROOF-PITCH. --
TDescription: I Date Issued:
Issued By: 0 Date Finaled: 0 Finaled By: 0
REVIEWS
Add Review 1 Please Select A Review to Add or View Reviewer Comments
-- ............ - -
- i Review Type Status i Reviewer Date Sent 'Date Started Date Comple Sent Comment Retumed Coml Date last Cha last Char
_.�..-.._._..._._—.__ ............................... _........ .._._......--.....-:--._.............._.........,._.........._........__.._.:....._...__.._....._...__:..................._............._;-....._..__......__.._.._._..................................I_............._..........._._...r..._........................_......-- ..._.._._
Select To i FRONT DEANNA
Edit Add Or View i Delete COUNTER ! COMPLETE GIVENSs 12/3/2013 12/3/2013 12/3/2013
I Comments REVIEW
.......... ....... _.......... ........................i......_._............ ..........._................. ......... ........... ................................... _.... ........................:............. .............._!._.............................. .............._.. ........ _ ......................... ........................... ........
' Select To ;PLANS
Edit Add Or View Delete EXAMINER INCOMPLETE JOE ciao 12/3/2013 12/19/2013 12/19/2013 ( 4 12/19/2013 ddoj
Comments REVIEW '
_.._...... ...................... ____.__...._...._...._.-_.._..._..._._.__...__......._._._.—._...___.._._......._._...._......_..._............._.__—__.._._.._._...... —..-.._....._................._.___.____.._..__......... _....._..........._-------- ...... _.__... _... _............
_._.._______.
REVIEWER COMMENTS
Add Reviewer Comments Edit first 10 Comments/Compliance Dates I
Comment �mpl ante Gate Date Entered Entered Bj Date Last Changed last Changed By
_ -..... _ -- -. ::: - ---
There are no Review Comments listed for Wis Review. Select Review and click 'Add Reviewer Comment.
http:Hcode/(Slu2oxgsscz4mdgObg5sukwm))/Add EditReview.aspx 2/4/2014
Joe Cicio
From: Joe Cicio
Sent: Thursday, December 19, 2013 3:33 PM
To: treasurecoastllc@bellsouth.net
Cc: Joe Cicio
Subject: Review comments for permit # 1312-0023
Attachments: Report_FL_Review_Comments_Noncompliantjrf[l].pdf
--Dear-St—Lucie-County-Permit-Applicant; ---
Please see the attached plan review comments which have been generated for your permit. As soon as we receive the
modified plans and any additional required documentation back from the design professional , contractor or owner we
will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have
been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to
permitting for permit issuance.
Thank you,
Josepk hc. GiCio
Plans Examiner II
Standard Building Inspector
Building Plans Examiner
One and Two TamilyDwelling Inspector
One and Two TamilyPlans Examiner
St. Lucie County Planning and Development Services
772-462--1553
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
1
6
Planning S Development. Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL. 34982
Phone4-(772)462-2172 Fax:(772)462-6443
PROPERTY INFORMATION
Address:
171 Princess Dr
City / Sfate /-Zip:
Port-St-Lucie,—Fl- --34952--
Parcel #:
3419-520-0045-000/9
Zoning:
RS-4
APPLICATION INFORMATION
Permit Number:
1312-0023
Permit Type:
ROOF - MODIFIED BITUMEN
CONTRACTOR INFORMATION
Contractor Name:
Brian J Maloney
Business Name:
Treasure Coast Roofing Llc
Business Addr:
1816 Sw Biltmore St
City / State / Zip:
Port St. Lucie, FI 34984
REVIEW COMMENTS
Page 1
Owner(s):
Amber Vinz
Jurisdiction: SAINT LUCIE COUNTY
Lot#: 7 Block: 137
Stories: Automatic Sprinkler System? No
Fax Number: 772-343-3458
Email: Sunnyfla99@AOI.Com
REVIEWS AND COMMENTS
Review Type
Status Reviewed By Date Started Date Completed Date Released
FRONT COUNTER REVIEW
COMPLETE Deanna Givens 12/3/2013 12/3/2013 12/3/2013
Comment:
PLANS EXAMINER REVIEW
INCOMPLETE Joe Cicio 12/19/2013
Comment:
FL # 10497-R2 PRODUCT APPROVAL ONLY SUBMITTED FOR REVIEW * CONTRACTOR TO IDENTIFY WHICH
SYSTEM NUMBER IS PROPOSED ' SEE NOTE #9 FOR FULLY BONDED ASSEMBLIES WHICH STATES " THE
12/19/2013
MAXIMUM DESIGN PRESSURE FOR THE SELECTED ASSEMBLY SHALL MEET OR EXCEED CRITICAL
DESIGN PRESSURE IN ACCORDANCE WITH FBC CHAPTER 16 WITH NO RATIONAL ANALYSIS ALLOWED
SUBMIT THE CALCULATIONS FROM FBC CHAPTER 16 WITH THE WIND SPEED AND EXPOSURE
DETERMINED IN THE REPORT
12/19/2013 Comment:
COMMENTS MAILED AND E-MAILED AS OF THIS DATE
APPENDD( 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application
Type
St LUCIE WON BUIDINGD
1P, RAWed Not 1ka�ffip1nan� m
Reviewednym �' '`�`� \` TRINITY I ER®
DIeo_�.�.i4•�3
Description Page
1A-1
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
4
IA-2
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5
1B
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
5
SC
Wood
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
6
1D
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
6-7
=1E
_Wood- "
_- ,�
r~New-or-Reroof- Tear-0
-( ff) .
F
Non=Insulated; Bonded_Roof. Cover _ �
7
2A
Steel or Conc.
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
8
2B
Steel or Conc.
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
8
3A-1
Concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
9-10
3A-2
Concrete
New or Reroof (Tear -Off)
A-1
Bonded Temporary Roof, Bonded Insulation, Bonded Roof Cover
11
3B
Concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
11
4A
LWIC
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
12
4B
LWIC
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
13
4C
LWIC
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
13
5A
CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
14
56
CWF
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
14
6A
Gypsum
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
15
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
16
The following notes apply to the systems outlined herein:
1. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be documented through proper codified
and/or FBC Approval documentation.
2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement:
➢ Wood: Minimum 0.75-inch penetration.
➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
➢ Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocya nu rate, polystyrene, wood fiberboard, perlite, DensDeck, DensDeck Prime, DensDeck
DuraGuard, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board that meets the QA requirements of F.A.C. Rule 9N-3 and is documented as meeting
FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.6, when installed with the roof cover.
4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System TypelD (mechanically attached base sheet,
bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck.) The structural deck shall be of equal
or greater configuration to the steel and concrete deck listings.
5. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in
the manufacturer's published instructions.
➢ HA (HA): Full coverage at 25-30 ibs/square.
➢ Dow Insta-Stik Roofing Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, SZ-inch o.c.
Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report M30000.03.08-R2 for FL10497-R2
Certificate of Authorization #9503 Revision 2: 08/21/2013
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 16
I
`�4 �f RI6�lIT1� I ER®
D OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Notel OlyBond Green may be used where
OlyBond 500 is referenced.
➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
➢ 3M CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. Note: 71TESET may be used where CR-20 Is referenced.
D Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-
half the ribbon spacing.
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be
substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase' the MDP listings in the tables; rather if MDP
listing below meets or exceeds that listed for a particular system In the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker
material listed in the table:
➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick)
➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3)
➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+ GL)
➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II, Poly ISO 2)
➢ 3M CR-20: MDP -117.5 psf (Min. 1.0-inch thick)
7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
8. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the
elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section
2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements.
For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC
Chapter 16, and no rational analysis is permitted.
10. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance.1 A qualified design professional shall
review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
11. For existing substrates in a bonded recover installation, the existing roof system shall be examined for compatibility and bond performance with the selected adhesive, and
the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AH], as documented through field uplift testing in
accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124.
12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
Table 1: Mule -Hide Roof Covers
Reference
Layer
Material
Application
SBS-SA
(SBS, Self -Adhering)
Base
SA-SBS Base Sheet, SA-SBS Base Sheet (FR), SA Base Sheet 6163, SA Base Sheet 6163 (FR)
Self -Adhering
Cap
SA-SBS Cap Sheet, SA-SBS Cap Sheet (FR), SA-SBS KoolCapTM', SA-SBS KoolCapTM (FR)
APP-SA
(APP, Self -Adhering)
Cap
SA-APP Cap Sheet, SA-APP Cap Sheet (FR), SA-APP KoolCapTM', SA-APP KoolCap" (FR), SA-APP PF30 KoolCapTM'
Self -Adhering
Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report M10000.03.08-R2 for FL30497-112
Certificate of Authorization #9503 Revision 2: 08/21/2013
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 16
, TRINITY ! ER®
14. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance.
Materials Directory for fire ratings associated with coating usage.
➢ Mule -Hide 102 Fibrated Roof Coating;
> Mule -Hide 111 Non-Fibrated Roof Coating;
> Mule -Hide 301 Emulsion Fibrated;
> Mule -Hide 311 Emulsion Non-Fibrated;
I
> Mule -Hide 401 Premium Fibrated Aluminum Roof Coating;
> Mule -Hide 406 Standard Fibrated Aluminum Roof Coating;
> Mule -Hide 410 Premium Non-Fibrated Aluminum Roof Coating;
> Mule -Hide 416 Standard Non-Fibrated Aluminum Roof Coating.
Refer to current Roofing
15. The following represent priming requirements for gypsum -based coverboards: I
> DensDeck and DensDeck Prime shall be field -primed with Mule -Hide 121 Asphalt Primer or 121 Asphalt Spray Primer prior to self -adhering membrane application.
➢ SECUROCK Gypsum -Fiber Roof Board or DensDeck DuraGuard do not require field priming.
16. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of design wind
loads. I
Exterior Research and Design, LLC. d/b/a Trinity IERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
Evaluation Report M10000.03.08-112 for FL10497-R2
Revision 2: 08/21/2013
Appendix 1, Page 3 of 16
TRINITY ER®
TABLE 1D: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Deck (See Note 1)
Base Sheet
j Roof Cover
MDP
Base
Fasteners
Attach
i Ply
Cap
No.
(Psi
32 ga., 1-5/8-inch diameter tin caps with
(Optional) One
or more SA
Min. 19/32-inch plywood at max.
11 ga. annular ring shank nails. Note: Tin
6-inch o.c. in 4-inch lap and 6-inch
Base Sheet
SBS-SA or
W-15
24-inch spans attached 6-Inch o.c.
Nail Base
caps are to be primed with Mule -Hide 121
o.c. in four, equally spaced,
6163 or SA
APP-SA
-112.5
with #8 screws
Asphalt Primer, 121 Asphalt Spray Primer
staggered center rows
Base Sheet6163
or ASTM D41 primer.
(FR)
TABLE 1E: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER
System
Deck (See Note 1)
Primer
Roof Cover
MDP
]oint Treatment
Base
Ply
Cap
No.
(Psf)
Min. 19/32-inch plywood at max.
(Optional) Mule -Hide 121
(Optional) One or
W-16
24-inch spans attached 6-inch o.c.
Asphalt Primer or 121
None
SBS-SA
SBS-SA or APP-SA
-90.0
with 8d ring shank nails
Asphalt Spray Primer
more SBS-SA
Min. 15/32-inch plywood at max.
(Optional) Mule -Hide 121
Plywood joints are covered with 4-inch
SA Base Sheet
(Optional) One or
W-17
24-inch spans attached 6-inch o.c.
Asphalt Primer or 121
wide strips of SA Base Sheet 6163, rolled
or SA Base
more SBS-SA
SBS-SA or APP-SA
-97.5
with #12 screws
Asphalt Spray Primer
into place to create continuous bond.
Sheet (FR)
Min. 15/32-inch plywood at max.
(Optional) Mule -Hide 121
Plywood joints are covered with 4-inch
SA Base Sheet
(Optional) One
or
W-18
24-inch spans attached 6-inch o.c.
Asphalt Primer or 121
I
wide strips of SA Base Sheet 6163, rolled
6163 or SA Base
more SBS-SA
SBS-SA or APP-SA
-135.0
with #12 screws
Asphalt Spray Primer
into place to create continuous bond.
Sheet 6163 (FR)
Exterior Research and Design, LLC. d/b/a TrinityJERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
Evaluation
Report M10000.03.08-R2 for FL10497-R2
Revision 2: 08/21/2013
Appendix 1, Page 7 of 16