HomeMy WebLinkAboutSUBMITTED PAPERSDATE:
-FEES'.
1. Location/Site Address:
2. Parcel ID Number:
RECEIPT #:
Planning & Development
Building & Code R
2300 Virginia Av(
Ft. Pierce, FL 3491
Tel. 772-462•
APPLICATION FOR
SEE REVERSE SIDE FOR 1
3 --Bali' oo a - 000 -
f' - Permit
>ervices Department
gulation Division SCq�
me
—5352 St C 4C/@ Y
ROOF PERMIT c°unty
ISTRUcnONS
Office Use
Only
Section
Tovvnshi
Ranga
Ma Lage
Zoning
Land Use
I Initiall
I Cron
I al
3. Description of Project or Work Activity: 0"_c
4. Total Roof Area (square feet): Z 4 0 5. A
6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete
[ ] Tar & Gravel Modified
[Product Approval required for all types of Roofii
[ ] All Commercial Roofing requires design by an Ei
Approval attached
** Roof Mitigation per F.S. 553.844 will be required.
7. Owner Information 8.
Name: l:. ` 1,�,�t'S o x
Address: 50 t a- Si'mr.L- FLO �-
r
CiP� cace. State: F"
Zip: hone:a
9. Value of Construction: $ ao00
**Note Dry -in and Final Inspection Required. Additional inspection
CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the information
done in compliance with allppplic
C' 40
PRINT QUALIFIERS/OWNERS NAME SIGNATURE 0AUAL
STATE OF FLORIDA, COUNTY OF G. i �—
ACKNOWLEDGED BEFORE ME THIS �DAY OF 21
WHO E N L N� _TO ME OR HAS DUCEDqq —�^'�
XC E % J .
SIGNATURE OF NO'ARY TYPE OR PRINT NAME OF N(
CONEVUSSION NUMBER,
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF CO]
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCI
Revised 4/26/2010
I q+ 1D--c-4
f Pitch: l / t -a,
)of Tile [ ] Wood Shake / Shingle
,tumen [ ] Other
Material (2 Sets)
.veer or Architect (2 Sets) with Product
Information
FL Reg/Cert #: Re-, aS O a 10-8
County Cert #: 1gC ,4 4 �,
Business Name: 'faf_As%-'y2c.Ca>�S'F- Ro6PJ�5
Cell Phone: Z —7 R, 3Z 0 -gr `I -1 b
( be required per Product Approval.
BY
. in this application is correct and that ail work will be
regulating construction and zoning.
IDENTIFICATION
r
c ROBERT J. BERQUIST
(seal) * MY COMMISSION # DD 975578
EXPIRES: March 28, 2014
�14iko ll Bonded Then Budget Notary Services
WENT MAY RESULT IN YOUR PAYING TWICE
FINANCING, CONSULT YOUR LENDER OR
JOSEPH E. SMITH, CLERK OF THE CIRCUl�°CURT
SAINT LUCIE COUNTY ICE OF COMMEN
FILE # 3897295 11,13/2013 at 11:23 AM
OR BOOK 3578 PAGE 1470 - 1470 Doc Type: NC
RECORDING: $1000
olio No.
The undersigned hereby gives notice that improvement will be made to certain real
the following information is provided in this Notice of Commencement.
of ro rty (and str et ddress if avail ble):
General description of
Owner information or Lessee information if the Lessee contracted for the improi
Name a r L-
Address :1 QI Z 5-7—a,-� 2, `O�'T Z C/n
Interest in property: f`7U, )/I el, —
Name and address of fee simple titleholder (if different from Owner listed above):
Contractor's Name: CJj a_ 0,,OYLS'12� o/7
Contractor Address:
Surety (if applicable, a copy of the payment bond is attached): Amount of bond:
Name and address: u j A�
Lender Name: _
Lender's address:
N J�
hone Number:
and in accordance with Chapter 713, Florida Statutes,
(.... I Phone Number:
number:
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section
713.13(2) (a)7., Florida Statutes: 2 ^�/ ���'
Name: Dolt? C.41�5-EVA) 6k'QP �l/vl C��,�'�7Phone Number: 7
Address: 11J 5 5C-- a. 3 % S
In addition to himself or herself, Owner designates o It o N to receive a copy of the
Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes.
Phone number of person or entity designated by owner:
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 EXPIRATIO14 OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RE RDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER TR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of
my knowl dge and belief.
_. 11 -- -
(Signatu're' of Owner or Lessee, or Owner's or Lessee's Authorized OfFcer/Director/gartner/Manager
(Signatory's Title/Office)
The foregoing instrument was acknowledged before me this day of ft) 2L:!);
as
Type of authority (e.g. officer,
(Signatt o o C3 e of Floo�jP°�<c,: YANITZIA TORRES
(Print, Type, or Stamp Commissioned Na UN0, ry Public - State of Florh
iN My�omm. Expires May 2.20
` Commission # EE 194958
for
J Party on behalf of whom instrument was executed
Personally known_ or produced Identification
Type of Identification producedfEV ww$��"itJ
operty Appraiser - St.Lucie County - rL
Page 1 of 1
/
irl C Watson Record: 1 of 2
roperty, Identification
ite'Address:
5012 STAR AV
ec/Town/Range;
03 :36S :40E `
lap ID:
34/03S
oning:
CO
wnership and Mailing
)wner:
Earl C Watson
kddress:
5012 StarAve,
-
Fort Pierce FL 34982
ales Information '
Date Price
Code
Deed
11/16/2004
100000 00
TR
6/18/2003
100 01
WD
12/30/2002
48000 00
WD
3/31/1999
100 04
QC
3/31/1999
100 04
QC
3/31/1999
100, 01
QC
12/1/1959
0 01
WD
PROPERTY RECORD CA
<<Prev Next»
ParcellD:
Account*
Use Type:
City/Cnty:
Legal Desc
CENTRAL
D r
3pec.Assmnt Taxes
Exemptions Permits Home Print
I
3403-804-0010-000-7
CIE 00
39508
SF Res
Saint, Lucie County
4
..
iption .
VHITE CITY S/D BILK 1 LOT13 (0.17 AC) (OR 2120-338)
'
Assessme
f
nt 2013
Book/Page
2013 Final:
18900
2120/0338
Assessed:
18900
1736 / 0028
Ag.Credit:
0
1646 / 0916
Exempt:
18900
1215 / 2617
Taxable:
0
1215 / 2615
Taxes: `
0
1215 / 2613
0258/0323
BUILDING INFORMATIO
Total Land and Building '
Land Value: 7400 Acres: 0.17
Building Value: 11500 ,
Finished Area: _ 1103 SgFt .
xterior Features
View:
RoofCover:
TG - Tar &
ravel
RoofStruct:
FS - Flat/Shed '
ExtType: HD- - HD-
YearBit:
1955
Frame:
-
Grade: D- - D-
EffYrBlt:
1965
PrimeWall:
BP - Conc Block
StoryFlght: 0010 -1 Story
No.Units:
1
SecWall:
-
iterior Features
edRooms: 2
Electric:
AV-AVERPGE
PrmintWall:
PN - PN
AlBath: 1
HeatType:
-
' AvgHt/Fl*'
28ath: 0
HeatFuel:
Prm.Flors:
CA - A TL/CON
,A/C: 0
%Heated:
0
%Sprinkled:
0.
pecial Features and Yard Items
Land Information
ype Y/S Qty. Units Qual.
Cond.
YrBlt. No. Use T
pe
Type
Measure
1 0100-
F Res
210 -Sq Feet
7405,
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT I
SUBJECT TO CHANGE AND IS NOT
WARRANTED.
St. Lucie County
tp://www.paslc.org/pastc/Prc.asp?prclid,==;340380400100007
i
Depth
i
l
01/14/2014 1:51 PM FAX 7723433308 Tcroofing 0001/0001_
Planning &
evelopment Services
Building & C
de Regulation Division
2300 Virgini
Avenue
Fort Pierce,
L 34982
772-462-21
or 772-462-2172
Fax:772-46
-6443
Re: Permit # i 'To I — co -24
I, V r l'�}.ae� licensed s a(n)Contractor*/Engineer/Architect
(Please print name & circle license pe) *FS468 Building Inspector
*General, Building, Residential or Roofing Contractor or any Uidlvldual
On or about I l r 11q I did personally
(Date)
work at:
(Job site address)
Based upon that examination I have determined the instal
Mitigation Retrofit Manual (Based on 553.844 F.S.)
si ure and al
STATE OF FLORI A
COUNTY OF
Sworn to and subscribed before me this / _ day of k
by Who is personally known to
as identification.
Notary Public, State of
Signature of Notary:_
Commission Number:
En 01/19/2011
under 466 F.S. to make such an inspection.
the roof deck nailing
was done according to the Hurricane
76
License #
or who has produced
(Seal)
�"� ::;�.� R013EFiYJ. BERQUI$T
MY COMMISSION I DD 975M
* * e�E..XPIIRES: March 28, 2014
INa�OFtLOr�Y Mr&d Tm BWO Wzy Smim
RFUIVED 'AN 14 2014
4
Planning 8: Developmerit.5ervices
Building & Code Regulation Division
2300 Virginia Avenue
Fort P.ierce;FL -349812
Phone:(772)462-2172 Fax:(772)462.6443
PROPERTY INFORMATION
Address:
5012 Star Ave
City / State / Zip:
Fort Pierce, FI
Parcel #:
3403-804-0010-000/7
Zoning:
CO
APPLICATION INFORMATION
Permit Number:
1401-0024
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 I State / Zip:
Port St. Lucie, FI 34984
REVIEWS AND COMMENTS
Review Tvoe Status
FRONT COUNTER REVIEW COMPLETE
Comment:
NOTIFIED FOR PICK UP COMPLETE
Comment:
PLANS EXAMINER REVIEW COMPLETE
Comment:
REVIEW COMMENTS
Reviewed By
Angela Huff
Deanna Givens
Joe Ciclo
Owner(s):
Earl C Watson
SAINT LUCIE COUNTY
13 Block:
1
1
Automatic Sprinkler System? No
Fax Number: 772-343-3458
Email: Sunnyfla99@Aol.Com
Date Started
Date Completed
1/3/2014
1/312014
1/10/2014
1/10/2014
1/3/2014
1/9/2014
Date Released
1/3/2014
1/10/2014
1/912014
OFFICE USE ONLY:
DATE FILED: v;
REVISION FEE:
PLANNING & D]
BUILDING & CO
2300
FORT
APPLICATION FOR
1. LOCATION/SITE
ADDRESS: J .
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS;
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.
BUSINESS NAME: r2e-
QUALIFIERS NAME: 64.
ADDRESS: f i i e-- ,
CITY: L-c C i ' STATE:
4.
5.
RLSIVED JAN 1. 6`' 013
#,�c�
LOPMENT SERVICES
REGULATION DIVISION
MIUA AVENUE
.CE, FL 34982-5652
1462-1553
IILDING PERMIT REVISIONS
r INFoRMATIoN
I � i Ai E4 [Cq [OM
. #: L4 C
jG
z1P: :�y
PHONE (DAYTIME):`7-7a 3�8 p�c`Z O F : -7-Z -D-, Q!A3--R 3f
OWNERBUILDER INFORMATION: 770 D/sc- - /-/6 -/y
NAME: -3%0 - 9 70 - A14e- m4y Ct
ADDRESS:
CITY: STATE:
PHONE:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME):
SLCCC: 9123/09
uP. km nwmmmn ,
UP
}9 y
s'N� � 9 d'�Wt. °.� Danz 7➢�� ; `. + i � ¢ � �R
FAX:
FAX:
ZIP:
T r�asute Harvey E. nen
Coast Professiona Engineer#32831
B uilding Architect #AR0009471
E ngineers, Certified General Contractor #CGCO24776
Inc.
Contractor . -rwA4 &ry oL to 4,%-r Rvos=t N 4?
Owner wAT5,0N
Job Address 6012 5TAcp_
BUILTUP h4uL l.Idipa. App MOD Spr
NEW ROOF RE -ROOF X RECOVERING REPAIR
BUILT UP ROOF PLAN
-T-6. jtoo�tNy/Wh'�SoN
205 Elyse Circle is
5 L Florida 34952-8212
HONE(772) 466-5509
AX(772)489-3035
-MAIL:hkoehnen@tcbeweb.com
1
Date l ¢-
•�
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inn!i1=m,!!0
it
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MENEM
MEME
w,Q
Milo
MENEM
r
■MEMEM
MEmEMn
mom®
ASCE 7-10 & FBC 2010 ENCLOSED BLDG X _ SEMI EI
PART 2 LOW RISE C&C SIMPLIFIED
RISK CAT 2/V = It/EXPOSU REa/A = I -bKzt =1.0/h = l0 __Lf 12 PITCI
ROOF SYSTEM N0*
ZONE 1 B@ h=30 = X - PSF x 0.6
ZONE 2 B@ h=30 = X - PSF x 0.6
ZONE 3 B@ h=30 = X = PSF x 0.6
MAX DESIGN PRESSURE PER NOA — 52 7�^
DECKTYPE fj.yU19Q> THICKNESS 19/3Z"
BASE SHEEI 4A NO. OF PLIES
FASTENER SPACING FOR ANCHOR/BASE SHEET ATTACHMENT:
INSULATION BASE LAYER TYPE
SIZE
TYPE OF FASTENERS/OR BONDING MATERIAL
INSULATION TOP LAYER TYPE
SIZE
TYPE OF FASTENERS/OR BONDING MATERIAL
NUMBER OF FASTENERS PER INSULATION BOARD: Field
Perimeter --
PLY SHEET ^ NO. OF PLIES .-.
TYPE OF FA
TOP PLY 6%0P' OA, NO. OF PLIES
TYPE OF FA
SURFACING M%M*Llc_Ar� DRIP EDGE SIZE
MATERIAL
D BLDG OPEN
EAN PARAPET ht c
--z 3.2
��E?9 a= 3'Z'
Corner —
NDING '
NDING
4.1
_@ 5 " oc
JIV
S
T
U
,V
Floor and Roof Live Loads
Uninhabitable Attics: 20 psf
Habitable Attics, Bedroom: 30 psf
All Other Rooms: 40 psf
Garage: 40 psf
Roofs: 20 psf
Wind Design Data
Ultimate Wind Speed:
161 mph!
3 Nominal (Basic) Wind Speed:
125 mph
Risk Category:
II j
7 Wind Exposure:
B
Enclosure Classification:
Enclosed
1 Internal -Pressure Coefficient:
0.18 +/-
Components and Cladding:
Roofing Zone 1,: 16.0 psf max.,
-2'8.2 psf min.
Roofing Zone 2: 16.0 psf max.,
-47.3 psf min.
3 Roofing Zone 3: 16.0 psf max.,
-71.2 psf min.
Roofing at Zone 2 Overhangs:
-40.6 psf min.
3 Roofing at Zone 3 Overhangs:
-6,6.9 psf min.
Stucco, Cladding, Doors and Windows:
7 Zone 4: 28.2 psf max.,
-30.6 psf min.
Zone 5: 28.2 psf max.,
-37.7 psf min.
1 9' Wide O/H Dr.: 24.8 psf max.,
-28.0 psf min.
16' Wide O/H Dr.: 23.7 psf max.,
-26.4 psf min.
5 The Nominal Wind Speed was used to determine these Component and
3 Cladding Pressures.
All exterior glazed openings shall be protected from
wind-borne debris as
per Section 1609.1.2 of the 2010 Florida Building Code.
1 Geotechnical Information
z Design Soil Load -Bearing Capacity:
2,500 psf
3 Flood Design Data
Flood Zone:
3
5 Th+� )brm was created using the BASIC STRUCTURAL INFORMATION GENERATOR software
7 __ tivailable at www.TheFloridaEngineer.cons
�J
�
)ridgy Building Code Online
I
`J
2
Jda Depaftentd BCIS Home 1 Log In I User Registration I Hot Topics I Submit Surcharge j S1
isi es
`�eSSI ^<�I *USER:
Product Approval
dess it,"Public User
!gulation
UM4RO�M%te�iRUM Product Approval Menu > Product or Application Search > Application List > Ap
FL # FL10497-1
Application Type Revision
Code Version 2010
is & Facts I Publications .1 FBC Staff I BCIS Site Map , Links i Search
Detail
Applicatlon Status Approved
Comments u
Archived EJ
Product Manufacturer Mule -Hide Products Co., Inc.
Address/Phone/Email 1195 Prince Hall Dr
Beloit, WI 53511-5481
(608) 365 3111 Ext 809
lindareith trinityerd.com
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who
developed the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Timothy McFarland
lindareith trinityerd.com.
Tim McFa land
1195 Prince Hall Dr
Suite A
Beloit, WI 535115481
(608) 365 3111
tim.mcfarlpnd@mulehide.com
Roofing
Modified' itumen Roof System
Evaluationj Report from a Florida Registered Architect or a Licensed
Florida Pr fessional Engineer
2 Evalua ion Report - Hardcopy Received
Robert Ni minen
PE-59166
UL LLC
John W. Kezevich, PE
Lei Valida ion Checklist - Hardcopy Received
I://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQODqudsDrIH6I48wbSKANpxwHR... 1 /22/N 14
>rid,a Building Code Online
I
2
Referenced Standard and Year (of Standard) Standard
ASTM D6 63
ASTM D6 64
ASTM D6 22
FM 4470
FM 4474
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
k
Method 1 Option D
08/21/20 3
08/28/20 3
09/08/20 3
10/18/20 3
Year
2000
2005
2002
1992
2004
Summary of Products
FL #
IModel, Number or Name
escription
10497.1
Mule -Hide SBS and APP Modified
elf -adhering modified bitumen roof systems
Bitumen Roof Systems
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
L10497 R2 II Al ER082113FINAL MULE -
Approved for use outside HVHZ: Yes
IDE MODBIT FL10497-R2.ipdf
Impact Resistant: N/A
erified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-480
reated by Independent Third Party: Yes
Other: 1.) The design pressure in this application
valuation Reports
relates to one particular assembly over concrete deck.
=L10497 R2 AE ER0826131FINAL MULE -
Refer to the ER Appendix for other systems and deck
F IDE MODBIT FL10497-R2. df
types. 2.) Refer to ER, Section 5 for other Limits of Use.
reated by Independent Third Party: Yes
Back
Contact Us :: 1940 North Monroe Street Tal ahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of FI rida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want YOL r 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 o icial communication with the licensee. However email addresses are public
record. If you do not wish to supply a personal address, please provide the De artment with an email address which can be made available to the public.
To determine If you are a licensee under hapter 455, F.S., please click here .
Product Approi al Accepts:
C1aEcY
I://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQivtDqudsDrIH6I48wbSKANpxwHR... 1 /22/2014
I
i
Prepared by: .A�s
; -4 �
Robert 3.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983�""'°�"`'
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not ha%
financial interest in any. company manufacturing or distributing prod
2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not
manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial in
products for which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial i
process of the product.
�')(TRINITYIERD E
F L
EVALUATION REPORT
Mule -Hide Products Co., Inc.
1195 Prince Hall Drive, Suite A
Beloit, WI 53511-5481
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 Christian Street
'yu Oxford, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report M10000.03.08-112
FL10497-R2
Date of Issuance: 03/28/2008
Revision 2: 08/21/2013
SCOPE:
This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing
the use of construction materials in the State of Florida. The documentation submitted has been
reviewed by Robert Nieminen, P.E. for use of the product
under the Florida Building Code. The
product described herein has been designed to comply wi h the 2010 Florida Building Code sections
noted herein.
DESCRIPTION: Mule -Hide SBS and APP Modified
LABELING: Each unit shall bear labeling in accordance wi-
Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid
changes, the referenced Quality Assurance documentatic
relate to the product change. Acceptance of this Evaluatl
agreement to notify Robert Nieminen, P.E. if the prc
Assurance documentation changes. TrinityJERD requir
Report relative to updated Code requirements with each C
ADVERTISEMENT: The Evaluation Report number precede
may be displayed in advertising literature. If any portion
it shall be done in its entirety.
en Roof Systems
the requirements the Accredited Quality
until such time as the named product(s)
i changes, or provisions of the Code that
m Report by the named client constitutes
iuct changes or the referenced Quality
!s a complete review of this Evaluation
)de Cycle.
by the words "Trinity I ERD Evaluated"
)f the Evaluation Report is displayed, then
INSPECTION: Upon request, a copy of this entire Evaluati n Report shall be provided to the user by
the manufacturer or its distributors and shall be avail ble for inspection at the job site at the
request of the Building Official.
This Evaluation Report consists of pages 1 through 4,Plu� a 16- a e Appendix.
Il11�1
5�
The facsimile seal appearing was authorized
by Robert Nieminen, P.E. on 08/21/2013
This does not serve as an electronically signed
document. Signed, sealed hardcopies have been
transmitted to the Product Approval Administrator and
to the named client
nor does it intend to acquire or will it acquire, a
s it evaluates.
,ned, operated or controlled by any company
in any company manufacturing or distributing
in any other entity involved in the approval
i
J
R'ERD
1-If�111Y,
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Modified Bitumen Roof Systems
Compliance Statement: Mule -Hide SBS and APP Modified Bitumen Roof Systems, as produced by
Mule -Hide Products Co., Inc., have demonstrated (compliance with the following sections of the Florida
Building Code through testing in accordance with the following Standards. Compliance is subject to the
Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
�FM
Year
1504.3.1
Wind
4474
2004
1504.7
Impact
FM 4470
1992
1507.11.2
Physical Properties
ASTM D6163
�ASTM
2000
1507.11.2
Physical Properties
D6164
2005
1507.11.2
Physical Properties
(ASTM D6222
2002
3. REFERENCES:
Entilt
Examination
Reference
Date
ERD (TST6049)
Physical Properties
P10490.10.08-2
10/30/2008
ERD (TST6049)
FM 4470/4474
P13760.09.09
09/10/2009
ERD (TST6049)
FM 4470/4474
P13770.09.09
09/10/2009
ERD (TST6049)
FM 4470/4474
P30540.11.09-R1
11/30/2009
ERD (TST6049)
FM 4470/4474
P30550.12.09
12/02/2009
ERD (TST6049)
Physical Properties
P33960.12.10
12/30/2010
ERD (TST6049)
FM 4470/4474
IP33970.03.11
03/15/2011
ERD (TST6049)
Physical Properties
P37590.03.13-2-R1
07/01/2013
ERD (TST6049)
Physical Properties
IP37590.07.13-2
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-1
07/02/2013
ERD (TST6049)
FM 4470/4474
P41630.08.13
08/06/2013
FM Approvals (TST1867)
FM 4470
2W7A7.AM
08/04/1994
FM Approvals (TST1867)
FM 4470
OD3A3.AM
04/04/1997
FM Approvals (TST1867)
FM 4470
2DOAO.AM
12/23/1998
FM Approvals (TST1867)
FM 4470
I2D5A9.AM
06/22/1999
FM Approvals (TST1867)
FM Approvals
FM 4470
FM 4470
3006646
�3001334
01/04/2000
(TST1867)
01/25/2000
FM Approvals (TST1867)
FM 4470
'3001334
02/15/2000
FM Approvals (TST1867)
FM 4470
3000857
01/12/2000
FM Approvals (TST1867)
FM 4470
3004091
01/12/2000 '
FM Approvals (TST1867)
FM 4470
3006115
05/02/200`1
FM Approvals (TST1867)
FM 4470
3012321
07/29/2062
FM Approvals (TST1867)
FM 4470
3014692
08/05/2003
FM Approvals (TST1867)
FM 4470
3014751
08/27/2003
FM Approvals (TST1867)
FM 4470
07170
119317
01/13/2004
FM Approvals (TST1867)
FM Approvals
FM 4470
13020703
06/30/2004
(TST1867)
FM 4470
07/30/2004
FM Approvals (TST1867)
FM 4470/4474
13018332
01/31/2006
FM Approvals (TST1867)
FM 4470/4474
1023368
03/20/2006
FM Approvals (TST1867)
FM 4470/4474
13024594
05/23/2006
FM Approvals (TST1867)
FM 4470/4474
3023458
07/18/2006
FM Approvals (TST1867)
FM 4470/4474
3030668
09/12/2007
FM Approvals (TST1867)
FM 4470/4474
3032172
06/12/2009
PRI (TST5878)
Physical Properties
PUSA-062-02-01
12/04/2007
PRI (TST5878)
Physical Properties
PUSA-061-02-02
01/28/2008
PRI (TST5878)
Physical Properties
PUSA-064-02-02
02/27/2008
PRI (TST5878)
Physical Properties
PUSA-062-02-02
12/04/2008
Miami -Dade (CER1592)
HVHZ Compliance
Various NOAs
Various
Miami -Dade (CER1592)
Proposal for Review
10-0823
10/12/2010
UL LLC (QUA9625)
Quality Control
UL File R14571
Exp. 08/28/2017
Exterior Research and Design, LLC. Evaluation Report M1OOOO.O3.O8-R2
Certificate of Authorization #9S03 FL10497-112
Revision 2: 08/21/2013
Page 2 of 4
I
I
4. PRODUCT DESCRIPTION:
This Evaluation Report covers Mule -Hide Modified Bitu
Mule -Hide. published installation instructions and the
following Mule -Hide membranes make up the subject sy
TRINITY ERD
Roof Systems installed in accordance with
itations / Conditions of Use herein. The
S.
Table 1: Roll -Goods for Mule -Hide Modified
Bitumen Roof Systems
Type
Product
Specification
Reference
Grade
Type
SBS Membranes
Nail Base
ASTM D6163
S
I
SA Base Sheet
ASTM D6163, Table 2
S
I
SA Base Sheet (FR)
ASTM D6163, Table 2
S
I
SA Base Sheet 6163
ASTM D6163
S
I
SA Base Sheet 6163 FR
ASTM D6163
S
I
SA-SBS Cap Sheet
ASTM D6164
G
I
SA-SBS Cap Sheet (FR)
ASTM D6164
G
I
SA-SBS KoolCap
ASTM D6164
S
I
SA-SBS KoolCap (FR)
ASTM D6164
S
I
APP Membranes
SA-APP Cap Sheet
ASTM D6222
G
I
SA-APP Cap Sheet (FR)
ASTM D6222
G
I
SA-APP KoolCap
ASTM D6222
S
I
SA-APP KoolCa (FR)
ASTM D6222
S
I
SA-APP PF30 KoolCap
ASTM D6222
S
I
S. LIMITATIONS:
5.1
5.2
5.3
5.4
5.5
5.6
5.7
5.8
This Evaluation Report is not for use in HVHZ.
Refer to a current Roofing Materials Directory for
F, Lfire ratint �� is product.
For steel deck installations, foam plastic insulati n shall be separated from the building interior y
in accordance with FBC 2603.4 unless the except ons stated in FBC 2603.4.1 and 2603.6 apply.
Unless otherwise noted in Appendix 1, roof d
installed to meet project design criteria to the
ng and its attachment shall 'be specified and
sfaction of the AHJ.
For recover installations, the existing roof shall bo examined in accordance with FBC 1510,
For mechanically attached insulation or membri
design pressure for the selected assembly shall
determined in accordance with FBC Chapter 16.
density designed by a qualified design professi
Commonly used methods are RAS 117 and FI
asterisk* carry the limitations set forth in Sectic
enhancements.
For fully -adhered insulation, the maximum des
meet or exceed critical design pressure determi
rational analysis is permitted for these systems
For mechanically attached insulation or membrai
tested in the existing deck for withdrawal resit
review the data for comparison to the minimur
analysis shall be in accordance with TAS 105 or A
ne or strip -bonded insulation, the maximum
meet or exceed the Zone 1 design pressure
Zones 2 and 3 shall employ an attachment
mal to resist the elevated pressure criteria.
I LPDS 1-29. Assemblies marked with an
i 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3
pressure for the selected assembly shall
in accordance with FBC Chapter 16. No
over existing roof decks, fasteners shall be
ance. A qualified design professional shall
requirements for the system. Testing and
SI/SPRI FX-1.
Exterior Research and Design, LLC. Evaluation Report M10000.03.08-R2
Certificate of Authorization #9503 FL10497-112
Revision 2: 08/21/2013
Page 3 of 4
TRINITY � ERD
5.9 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover
installation, the existing deck or existing roof surface shall be examined for compatibility with
the adhesive to be installed. If any surface conditions exist that bring system performance into
question, field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or
TAS 124 shall be conducted on mock-ups of the proposed new roof assembly.
5.10 For bonded insulation or membrane over existing substrates in a recover installation, the
existing roof system shall be capable of resisting project design pressures on its own merit to
the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM
E907, FM LPDS 1-52 or TAS 124.
5.11 Metal edge attachment (except gutters), shall be designed and installed for wind loads in
accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1
or PAS 111, except the basic wind speed shall be determined from FBC Figure 1609.
5.12 All products in the roof assembly shall have quality assurance audit in accordance with the FBC
and F.A.C. Rule 9N-3.
6. INSTALLATION:
6.1 Mule -Hide Modified Bitumen roof systems shall be installed in accordance with Mule -Hide
published installation instructions, subject to the Limitations / Conditions of Use noted below.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1.
6.3 Any of the following FBC Approved coatings may be applied to the top roof membrane without
adverse effect on the system wind load performance. Refer to current Roofing 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;
➢ 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.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
installation of this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information oni product locations covered for F.A.C. Rule 9N-3 QA
requirements i
9. QUALITY ASSURANCE ENTITY:
UL LLC - QUA9625; (314) 578-3406, k.chancellor@us.ul.com
- THE 16-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report M10000.03.08-R2
Certificate of Authorization #9503 FL10497-112
Revision 2: 08/21/2013
Page 4 of 4
TRINI Y; ERD
a
APPENDDC 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description Page
1A-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4
1A-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
213 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 it
3B Concrete New or Reroof (Tear -Oft) Nnn-Inaulated Bonded Roof Cover 11
4A LWIC New or Reroof (Tear -Off) Bonded Insulation, Bonded Roof Cover 12
4B LWIC New or Reroof (Tear -Off) A- Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 13
4C LWIC New or Reroof (Tear -Off) 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
5B 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 -Oft) A-1 Bonded Insulation, Bonded Roof Cover 15
7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 16
The followina notes apply to the systems outlined herein:
1. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AH]. Wind load resistance of the roof deck shall be documented through prop ified
and/or FBC Approval documentation-
2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: I'
➢ Wood: Minimum 0.75-inch penetration.
➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. i �I
Ti n- I
➢ Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's pub Ished mstallati mructioias' _
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanu 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 Type D (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, 12-inch o.c.
Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report M10000.03.08-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
�\J TRINITY!, ER®
➢ 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: =SET 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 (08500): 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-l6—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 A113, 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 KoolCapT"", SA-SBS KoolCapT"^ (FR)
APP-SA
(APP, Self -Adhering)
Cap
SA-APP Ca Sheet, SA-APP Ca Sheet FR), SA-APP KoolCa TM, SA-APP KoolCa TM .M
P P ( P p (FR), SA-APP PF30 KoolCap
Self -Adhering
Exterior Research and Design, LLC. d/b/a TrinitylERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
Evaluation Report M10000.03.08-112 for FL10497-112
Revision 2: 08/21/2013
Appendix 1, Page 2 of 16
TRINITY', ERD
14. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the
Materials Directory for fire ratings associated with coating usage.
system wind load performance. Refer to current'Roofing
➢ Mule -Hide 102 Fibrated Roof Coating;
> Mule -Hide 111 Non-Fibrated Roof Coating;
> Mule -Hide 301 Emulsion Fibrated;
> Mule -Hide 311 Emulsion Non-Fibrated;
> 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.
15. The following represent priming requirements for gypsum -based coverboards:
➢ 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.
loads.
Refer to FBC 1609.1.5 for determination of design wind
Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report M10000.03.08-R2 for FL10497-R2
Certificate of Authorization #9503
Prepared by: Robert NiemAppendix 1, Page 3 of inen, PE-59166 Revision ge 3 of 16
16
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w
V I RINI7YIERD
TABLE 1A-1: WOOD DECKS — NEW CONSTRUCTION oR REROOF (TEAR -OFF)
SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover
MDP
No.
(See Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base
Ply
Cap
(psf)
Min. 19/32-inch
Nail Base,
32 ga., 1-
8-inch o.c. in 4-
Min. 0.25-inch
plywood at
CertainTeed
5/8-inch
inch lap and 8-
(Optional) FBC
DensDeck,
(Optional)
max. 24-inch
Glasbase, Firestone
diameter tin
inch o.c. in three,
Approved ASTM
DensDeck
SBS-
One or
SBS-SA
W-1
spans attached
MB Base, ]M Perma-
caps with 11
equally spaced,
C1289, type II
HA
Prime,
HA
SA
more SBS-
or APP-
-52.5
6-Inch o.c. with
Ply 28, Tamko Glass
ga. annular
staggered center
polyiso-
SECUROCK
SA
SA
8d common
Base or GAFGLAS
ring shank
cyanurate
Gypsum -Fiber
nails
#75
nails
rows
Roof Board
Min. 19/32-inch
plywood at
CertainTeed
32 ga., 1-
8-inch o.c. in 4-
Min. 0.25-inch
max. 24-inch
spans attached
Glasbase Firestone
5/8-inch
diameter tin
inch lap and 8-
(Optional) FBC
Approved, ASTM
DensDeck,
DensDeck
(Optional)
SBS-SA
W-2
4-inch o.c. with
MB Base, ]M Perma-
Ply 28, Tamko Glass
caps with 11
inch o.c. in three,
equally spaced,
C1289, type II
HA
Prime
HA
SBS-
SA
One or
more SBS-
or APP-
-60.0
8d common
nails or 6-inch
Base or GAFGLAS
ga. annular
ring shank
staggered center
polyiso-
cyanurate
SECUROCK
Gypsum -Fiber
SA
SA
o.c. with #8
#75
nails
rows
Roof Board
screws
Min. 19/32-inch
D-IS,
--- -
_plywood at _
32 ga., 1- --6-inch-.in—in-4---
Min2-inch
--
08500,- - ----
- -
- - -
----- -
- - - -
-- ----
max. 24-inch
5/8-inch
inch lap and 6-
A. CFoam II Poly
CR-20 or
(Optional)
D=IS
(Optional)
W-3
spans attached
4-inch o.c. with
Nail Base
diameter tin
caps with 12
inch o.c. in four,
ISO 2 III H-
Shield, Poly ISO
M-OSFA,
Additional
OB500,
CR-20
SBS-
One or
SBS-SA
or APP-
-60.0
8d common
ga. annular
equally spaced,
staggered center
1, H-Shield CG,
atop
fastener
layers of base
insulation
or M-
SA
more SBS-
SA
SA
nails or 6-inch
ring shank
rows
Multi -Max FA3 or
rows, 7-
OSFA
o.c. with #8
nails
ENRGY-3
inch o.c.
screws
so
Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report M10000.03.08-112 for FL10497-R2
Certificate of Authorization #9503 Revision 2: 08/21/2013 -
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 4 of 16
5►J
�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
Deck (See Note 1)
Base Sheet
Roof Cover
MDP
Base
Fasteners
Attach
Ply
Cap
No.
(psf)
32 ga., 1-5/8-inch diameter tin caps with
(Optional) One
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
or more SA
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,
Base Sheet
SBS-SA or
-112.5
with #8 screws
Asphalt Primer, 121 Asphalt Spray Primer
p p p y
staggered
ggered center rows
6163 or SA
APP-SA
or ASTM D41 primer.
Base Base Sheet
(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
Joint Treatment
Base
Ply
Cap
No.
(psf)
Min. 19/32-inch plywood at max.
(Optional) Mule -Hide 121
W-16
24-inch spans attached 6-inch o.c.
Asphalt Primer or 121
None
SBS-SA
(Optional) One or
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
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
(Optional) One or
SBS-SA or APP-SA
-97.5
with #12 screws
Asphalt Spray Primer
into place to create continuous bond.
Sheet (FR)
more SBS-SA
Min. 15/32-inch plywood at max.
(Optional) Mule -Hide 121
Plywood joints are covered with 4-inch
SA Base Sheet
W-18
24-inch spans attached 6-Inch o.c.
Asphalt Primer or 121
wide strips of SA Base Sheet 6163, rolled
6163 or SA Base
(Optional) One or
I
SBS-SA or APP-SA
-135.0
with #12 screws
Asphalt Sprayqpray Primer
into place to create continuous bond.
Sheet
more SBS-SA
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
of
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QOTRINITYIERD
TABLE 2A: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER
System
Base Insulation
Top Insulation Layer
Roof Cover
MDP
Type
Fasteners
Attach
Base
Ply
Cap
No.
Deck (See Note 1)
Layer
(psf)
Min. 22 ga., type B,
(Optional)
Min. inch
Dekfast Galvalume Steel Hex with
SC-1.
Grade 33 steel or min.
One or more layers,
ENRGY 3, H-
Dekfast #12 (steel only) or #14
1 per 1.33
SBS-SA
(Optional) One
SBS-SA or
82.5
2,500 psi structrual
any combination,
Shield, Poly ISO 1
or TruFast MP-3 with TruFast DP
ftz
or more SBS-SA
APP-SA
concrete
loose laid
(steel only) or HD
TABLE 2B: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
NOTE: INSULATION IS OPTIONAL FOR RECOVER APPLICATIONS
System
Deck
Insulation Layer(s)
Base Sheet
Roof Cover
MDP
No.
(See Note 1)
Type
Attach
Base
Fasteners
Attach
Ply
Cap
(psf)
Min. 22 ga., type
B Grade 33 steel
One more
Prelim.
OMG Flat Bottom Plates (square) with
12-inch o.c. in 4-inch lap and
12-inch o.c. in two equally
� q y
tonal One
(Optional) ) O
SBS-SA or
-52.5
SC-2.
or min. 2,500 psi
layers, any
s,
Attached
Nail Base
Roofgrip #14, Dekfast Hex with Dekfast
spaced, staggered center
or more SBS-SA
APP-SA
structrual concrete
combination
#14 or TruFast MP-3 with TruFast HD
rows
--
-Min.-22 ga., type —
— ---12-inch-o.-c-in-4-inch-lap-and—
-
B Grade 33 steel
One more
Prelim.
OMG Flat Bottom Plates (square) with
12-Inch o.c. in two, equally
(Optional) One
SBS-SA or
-60.0
SC-3.
or min. 2,500 psi
layers, any
s,
Attached
Nail Base
Roofgrip #12 (steel only) or #14
spaced, staggered center
or more SBS-SA
APP-SA
structrual concrete
combination
rows
so
a
Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report M10000.03.08-R2 for FL10497-R2
Certificate of Authorization #9503 Revision 2: 08/21/2013 .
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 8 of 16
FILE COPY \,,J
. TRINITY! ERD -
APPENDDI 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Page
Table
Deck
Application
Type
A-2
Description
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
4
1A-1
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5
1A-2
Wood
New, Reroof (Tear -Off) or Recover
5
1B
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
C
flood
New, Reroof (Tear -Off) or Recover
E
on -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
-
1D
V Wood
Zaiw ar Reroof (Tear -Off)
1E
Wood
New or Reroof (Tear -Off)
F
Non-Insula d, Bonded Roof Cover
8
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
9-10
3A-1
Concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
11
3A-2
Concrete
New or Reroof (Tear -Off)
A-1
Bonded Temporary Roof, Bonded Insulation, Bonded Roof Cover
11
36
Concrete
New or Reroof (Tear Off)
=__Insulat d Bonded Roof Cover
1`
4A
LWIC
New or Reroof (Tear -Off)
A-
Bonded Insulation, Bonded Roof Cover
13
A-
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
4B
LWIC
New or Reroof (Tear -Off)
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
13
4C
LWIC
New or Reroof (Tear -Off)
14
5A
CWF
New or Reroof (Tear -Off)
A-
Bonded Insulation, Bonded Roof Cover
14
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
58
CWF
New, Reroof (Tear -Off) or Recover
15
6A
Gypsum
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
16
7A
Various
Recover_
A-1
Bonded Insulation, Bonded Roof Cover
The following notes apply to the systems outlined herein:
1. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AH]. Wind load resistance of the roof deck shall be documented through prop
—Al— Gar Ann—.1 rinriimantatinn_
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.
d 'th fastener manufacturer's published installation instructions.
➢ Concrete: Minimum 1-Inch embedment into pilot hole in actor ante wi
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, DensDeck, DensDeck Prime, DensDeck �.v
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 Type D (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, 12-inch o.c.
0497-112
Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report M10000.03.08-R2 for 08FI-21/2013
Revision 2: 08/21/2013
Certificate of Authorization #9503 Appendix 1, Page 1 of 16
Prepared by: Robert Nieminen, PE-59166
i
TRINITY' ERD
5.9 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover
installation, the existing deck or existing roof surface shall be examined for compatibility with
the adhesive to be installed. If any surface conditions exist that bring system performance into
question, field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or
TAS 124 shall be conducted on mock-ups of the proposed new roof assembly.
5.10 For bonded insulation or membrane over existing substrates in a recover installation, the
existing roof system shall be capable of resisting project design pressures on its own merit to
the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM
E907, FM LPDS 1-52 or TAS 124.
5.11 Metal edge attachment (except gutters), shall be designed and installed for wind loads in
accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1
or PAS 111, except the basic wind speed shall be determined from FBC Figure 1609.
5.12 All products in the roof assembly shall have quality assurance audit in accordance with the FBC
and F.A.C. Rule 9N-3.
6. INSTALLATION:
6.1 Mule -Hide Modified Bitumen roof systems shall be installed in accordance with Mule -Hide
published installation instructions, subject to the Limitations / Conditions of Use noted below.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1.
6.3 Any of the following FBC Approved coatings may be applied to the top roof membrane without
adverse effect on the system wind load performance. Refer to current Roofing 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;
➢ 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.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
installation of this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA
requirements
9. QUALITY ASSURANCE ENTITY:
UL LLC — QUA9625; (314) 578-3406, k.chancellor@us.ul.com
-THE 16-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report M10000.03.08-112
Certificate of Authorization #9503 FL10497-R2
` Revision 2: 08/21/2013
Page 4 of 4
THESE PLAINS AND ALL PRO
ARE SUBJECT TO ANY COI
TR�NiTY ( ERD REQUIRED BY FIELD INSPEi
MAY BE NECESSARY IN (
COMPLY WITH ALL APPLICfi
EVALUATION REPORT
Mule -Hide Products Co., Inc.
1195 Prince Hall Drive, Suite A
Beloit, WI 53511-5481
:.DqMp,,IOR RESEARCH & DESIGN, LLC.
:TI®MS
Certificate of Authorization #9503
353 Christian Street
IS THAT
Oxford, CT 06478
:R TO
PHONE: (203) 262-9245
CODES.
FAX: (203) 262-9243
Evaluation Report M10000.03.08-R2
FL10497-R2
Date of Issuance: 03/28/2008
Revision 2: 08/21/2013
SCOPE:
This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing
the use of construction materials in the State of Florida The documentation submitted has been
reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The
product described herein has been designed to comply wi h the 2010 Florida Building Code sections
noted herein.
DESCRIPTION: Mule -Hide SBS and APP Modified
LABELING: Each unit shall bear labeling in accordance wii
Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid
changes, the referenced Quality Assurance documentatio
relate to the product change. Acceptance of this Evaluati
agreement to notify Robert Nieminen, P.E. if the pro
Assurance documentation changes. TrinityJERD requir
Report relative to updated Code requirements with each C
ADVERTISEMENT: The Evaluation Report number precede)
may be displayed in advertising literature. If any portion
it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluatic
the manufacturer or its distributors and shall be availa
request of the Building Official.
en Roof Systems
the requirements the Accredited Quality
intil such time as the named product(s)
changes, or provisions of the Code that
n Report by the named client constitutes
uct changes or the referenced Quality
s a complete review of this Evaluation
de Cycle.
by the words 'Trinity I ERD Evaluated"
f the Evaluation Report is displayed, then
Report shall be provided to the user by
le for inspection at the job site at the
This Evaluation Report consists of pages 1 through 4, plus la 16-page Appendix.
Prepare ED FASTENERS OR ATTACHMENTS ,.;QSL
ONSIBUTY OF THE
CONTRACTOR OF RECORD
Robert J.M. Nieminen P.E. ',rks=;,qr:£
' t • ��'Ji a : �ti"
Florida Registration No. 59166, Florida DCA ANE1983
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not hav
financial interest in any company manufacturing or distributing prods
2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not
manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial int
products for which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial ii
process of the product.
The facsimile seal appearing was authorized
by Robert Nieminen, P.E. on 08/21/2013
This does not serve as an electronically signed
document. Signed, sealed hardcopies have been
transmitted to the Product Approval Administrator and
to the named client
nor does it intend to acquire or will it acquire, a
s it evaluates.
coed, operated or controlled by any company
in any company manufacturing or distributing
in any other entity involved in the approval
L N:`
I
TRiN11' ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Modified Bitumen Roof -Systems
Compliance Statement: Mule -Hide SBS and APP Modified Bitumen Roof Systems, as produced by
Mule -Hide Products Co., Inc., have demonstrated ;compliance with the following sections of the Florida
Building Code through testing in accordance with the following Standards. Compliance is subject to the
Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
1504.3.1
1504.7
1507.11.2
1507.11.2
1507.11.2
3. REFERENCES:
Entity
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
PRI(TST5878)
PRI(TST5878)
PRI(TST5878)
PRI(TST5878)
Miami -Dade (CER1592)
Miami -Dade (CER1592)
UL LLC (QUA9625)
Property
Wind
Impact
Physical Properties
Physical Properties
Physical Properties
Examination
Physical Properties
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
Physical Properties
FM 4470/4474
Physical Properties
Physical Properties
Physical Properties
FM 4470/4474
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
Physical Properties
Physical Properties
Physical Properties
Physical Properties
HVHZ Compliance
Proposal for Review
Quality Control
Standard
i FM 4474
I FM 4470
IASTM D6163
�ASTM D6164
ASTM D6222
Reference
I P10490.10.08-2
P13760.09.09
P13770.09.09
P30540.11.09-R1
P30550.12.09
P33960.12.10
IP33970.03.11
IP37590.03.13-2-R1
P37590.07.13-2
P37590.07.13-1
P41630.08.13
2W7A7.AM
OD3A3.AM
2DOAO.AM
2D5A9.AM
3006646
3001334
3001334
3000857
3004091
13006115
3012321
3014692
3014751
3007170
3019317
13020703
3018332
3023368
3024594
3023458
,3030668
3032172
PUSA-062-02-01
PUSA-061-02-02
PUSA-064-02-02
PUSA-062-02-02
Various NOAs
10-0823
UL File R14571
Year
2004
1992
2000
2005
2002
Date
10/30/2008
09/10/2009
09/10/2009
11/30/2009
12/02/2009
12/30/2010
03/15/2011
07/01/2013
07/01/2013
07/02/2013
08/06/2013
08/04/1994
04/04/1997
12/23/1998
06/22/1999
01/04/2000
01/25/2000
02/15/2000
01/12/2000
01/12/2000
05/02/2001
07/29/2002
08/05/2003
08/27/2003
01/13/2004
06/30/2004
07/30/2004
01/31/2006
03/20/2006
05/23/2006
07/18/2006
09/12/2007
06/12/2009
12/04/2007
01/28/2008
02/27/2008
12/04/2008
Various
10/12/2010
Exp.08/28/2017
Exterior Research and Design, LLC. Evaluation Report M10000.03.08-R2
Certificate of Authorization #9503 FL10497-112
Revision 2: 08/21/2013
Page 2 of 4
..-. r.W'Wr'- . 7%uP%-V21oN
T reasure Harvey E. `ten
C oast T Professior: -. _.-:gineer #32831
B uilding Architect#AR0009471
E ngineers, Certified General Contractor #CGCO24776
Inc.
Contractor 'iR.f3Aes rtm Go4ST ievvyiNC
Dwner W k T5oN
IobAddress 6ot2_ STocrt Aa)t% s L.eo.
BUILTUP MuLmkjtP0_ A -PP maP eyr 5qs-r&_aA W-`1
NEW ROOF RE -ROOF X RECOVERING REPAIR _
BUILT UP ROOF PLAN
y0Nta— I
9
32 BAS
(700 )
23
0
11
ASCE 7-10 & FBC 2010
ENCLOSED BLDG X _ SEMI EN
PART 2 LOW RISE C&C
SIMPLIFIED
RISK CAT 2/V = I WEXPOSU RE_L3-JA =
I •G JKzt =1.0/h = lO _AJ12 PITCH,
ROOF SYSTEM %q- 9
N,0*_Ej,
ZONE 1 B@ h=30 =
X = PSF x 0.6
ZONE 2 B @ h=30 =
X = PSF x 0.6 :
ZONE 3 B @ h=30 =
X = PSF x 0.6:
MAX DESIGN PRESSURE PER NOA— 5Z ,57
DECKTYPE.f1_-lU1o0.D
THICKNESS 19I3Z" a
BASE SHEET t hu- IskSE
NO. OF PLIES
FASTEN ERS/ZQNQ Z 116^ R.S. MY OWLS f 15ff 9 190 jg0.05
FASTENER SPACING FOR ANCHORIBASE SHEET ATTACHMENT:
Field 8"'oc @Lap, # Rows S @ 2? "oc Perimeter. "oc @Lap, # Rows '0 @ j
INSULATION BASE LAYER TYPE SIZE
TYPE OF FASTENERS/OR BONDING MATERIAL
INSULATION TOP LAYER TYPE SIZE
TYPE OF FASTENERS/OR BONDING MATERIAL
NUMBER OF FASTENERS PER INSULATION BOARD: Field Perimeter --
PLY SHEET — - NO, OF PLIES TYPE OF Fi
5 Elyse Circle '
L Florida 34952__�`
)NE(772)466-5509
((772j 489-3035
IAIL.hkoehnen@tcbeweb.com
Date 7 1 �-
ED BLDG OPEN
EAN PARAPET ht o
-71.2 a=g;2-tx4'.Z."
i
"oc Corner: —5— "oc@Lap, # Rows 3 @ y .10c
COMM FASTENERS OR AT�ACHI��diS
.ARETHERESRONSIBI�ITY OFTHE
Con.
'CIOROFMEN)
Corner —
NERS/BONDING `
TOP PLY 6?1?* yti NO. OF PLIES ( TYPE OF F.
SURFACING DRIP EDGE SIZE 3" MATERIAL
DING Sang- µVAgMINA
sm
S
T
I U
jV
Floor and Roof Live Loads
Uninhabitable Attics: 20 psf
Habitable Attics, Bedroom: 30 psf
All Other Rooms: 40 psf
j
Garage: 40 psf
Roofs: 20 psf
Wind Design Data
Ultimate Wind Speed:
161 mph
Nominal (Basic) Wind Speed:
125 mph
Risk Category:
II
Wind Exposure:
B
Enclosure Classification:
Enclosed
Internal Pressure Coefficient:
0.18 +/-
Components and Cladding:
Roofing Zone 1: 16.0 psf max.,
-28.2 psf min.
Roofing Zone 2: 16.0 psf max.,
-47.3 psf min.
a Roofing Zone 3: 16.0 psf max.,
-71.2 psf min.
Roofing at Zone 2 Overhangs:
-40.6 psf min.
3 Roofing at Zone 3 Overhangs:
-66.9 psf min.
Stucco, Cladding, Doors and Windows.:
7 Zone 4: 28.2 psf max.,
730.6 psf min.
Zone 5: 28.2 psf max.,
-37.7 psf min.
1 9' Wide O/H Dr.: 24.8 psf max.,
-28.0 psf min.
16' Wide O/H Dr.: 23.7 psf max.,
-26.4 psf min.
3 The Nominal Wind Speed was used to determine these Comp and
D Cladding Pressures.
Inent
All exterior glazed openings shall be protected from
wind-borne debris as
per Section 1609.1.2 of the 2010 Florida Building Code.
1 Geotechnical Information
2 Design Soil Load -Bearing Capacity:
2,500 psf
3 Flood Design Data
I Flc,od Zone:
D Th4foi-m was created using the BASIC STR UCTURAL INFORMATION GENERATOR software
available at www.TheFloridaEngineer.con?
7
CONCEALED FASTENERS OR ATTACHM0l
ARE THEPARONSIBKII'y OF THE
OF RECORD
` ,j TRINITY ERQ
APPENDD( 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description
Page
IA-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
C
Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
1-6
iD
Wood eA"r Reroof (Tear -Off) E on -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
-
1E
Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover .
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) �o jUau_-joulated.Bonded Roof Cover
11
4A
LWIC New or Reroof (Tear -Off) -A--'b Bonded Insulation, Bonded Roof Cover
12
4B
LWIC New or Reroof (Tear -Off) A- Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
13
"4C;
LWIC New or Reroof (Tear -Off) Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
13
SA
CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover
14
5B
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
followina notes apply to the systems outlined herein:
1.
Roof decks shall be in accordance with FBC requirements to the satisfaction of the AH7. Wind load resistance of the roof deck shall be documented through prop
and/or FBC Approval dorurnentatlon-
ified
2.
Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement:
I - I
➢ Wood: Minimum 0.75-inch penetration.
➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
1 �/
➢ I
Concrete: Minimum 1-inch embedment into pilot hole�In accordance with fastener manufacturer's published installation instructions.
111
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 Type D (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, 12-inch o.c.
Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report M10000.03.08-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
TRINI-rY 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: T17ESET 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)
➢ 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 polyisocyanu rate insulation boards shall be maximum 4 x 4 ft.
B. 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—C-hapter 16—and Zones 2-and-3-shall-employ-an attachment derisity 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.
Q 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.
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 KoolCapM (FR), SA-APP PF30 KoolCapT""
Self -Adhering
Exterior Research and Design, LLC. d/b/a TrinitylERD
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 2 of 16
-\j TRINITY I ERD
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. Refer to current Roofing
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;
> Mule -Hide 401 Premium Fbrated 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.
15. The following represent priming requirements for gypsum -based coverboards:
➢ 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.
t \ `
Exterior Research and Design, LLC, d/b/a Trinity IERD Evaluation Report M10000.03.08-R2 for FL10497-R2
Certificate of Authorization #9503 Revision 2: 08/21/2013
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 16
J TRINITY! ER,D
TABLE IC: WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Deck (See Note 1)
Insulation Layer(s)
Base Sheet
Roof Cover
MDP
Type
Attach
Base
Fasteners
Attach
Ply
Cap
No.
.(P�
Min. inch
W-7
plyw000dd aat t max. 24-
inch spans attached 6-
One or more
layers, any
Prelim.
Nail Base
OMG Fiat Bottom Plates (square)
with Roofri#14Dkft H
gp , Dekfast
12-inch o c
.. in 4-inch lap and
One or more
- or
SBS-SA
Inch o.c. with 8d
combination
Attached
with Dekfast #14 or TruFast MP-
12-inch o.c. in two, equally
spaced, staggered center rows
SBS-SA
APP-TA
-52.5
common nails
3 with TruFast HD
Min. 19/32-inch
plywood at max. 24-
W-8
inch spans attached 4-
One or more
layers, any
Prelim.
Nail Base
OMG Flat Bottom Plates (square)
(q )
12-inch o.c, in 4-inch lap and
One or more
SBS-SA or
inch with 8d
combination
Attached
with Roofgrip #12
12-inch o.c. in two, equally
SBS-SA
APP-TA
-60.0
on
common nails or 6-inch
spaced,
p ,staggered center rows
o.c. with #8 screws
TABLE 113: 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 i)
Base Sheet
Roof Cover
MDP
Base
Fasteners_
_ Attach _ _
Ply
_ Cap
(1351)
W-9
Min. 19/32-inch plywood at max.
24-inch spans attached 6-inch o.c.
Nail Base
32 ga., 1-5/8-Inch diameter tin caps with
8-inch o.c, in 4-inch lap and 8-inch
o.c. in three, equally spaced, ✓
tion ne
or S-
SBS-SA or
�
-52.5
with Bd common nails
li ga. annular ring shank nails �/
staggered center rows
RA
APP-SA
Min. 19/32-inch plywood at max.
OMG Flat Bottom Plates (square) with
12-Inch o.c, in 4-inch lap and 12-inch
W-ID
24-inch spans attached 6-inch o.c.
Nail Base
Roofgrip #14, Dekfast Hex with Dekfast
o.c. in two, equally spaced, staggered
One or more
SBS-SA or
-52.5
with 8d common nails
#14 or TruFast MP-3 with TruFast HD
center rows
SBS-SA
APP-SA
Min. 15/32-inch thick exterior
Original Simplex Cap Nails (1-inch metal
6-inch o.c. at 3-inch lap and 6-inch
W-11
grade plywood attached per Code
Nail Base
head diameter, 11 gauge x min. 1.25-inch
o.c. In four, equally spaced,
(Optional) SBS-
SBS-SA or
_52.5
to meet pressure requirements.
long annular grooved shank)
staggered center rows
SA or APP-SA
APP-SA
Min. 19/32-inch plywood at max.
W-12
24-inch spans attached 4-inch o.c.
Nail Base
32 ga., 1-5/8-inch diameter tin caps with
8-Inch o.c. in 4-inch la and 8-inch p
(Optional) One
SBS-SA or
with 8d common nails or 6-inch
it ga. annular ring shank nails
o.c. in three, equally spaced,
or more SBS-
APP-SA
-60.0
o.c. with #8 screws
staggered center rows
SA
Min. 19/32-inch plywood at max.
W-13
24-inch spans attached 4-inch o.c.
Nail BaseOMG
Flat Bottom Plates (square) with
12-inch o.c. in 4-inch lap and 12-inch
One or more
SBS-SA or
with 8d common nails or 6-inch
Roofgrip #12
g P
o.c, in two, equally spaced, staggered
SBS-SA
APP-SA
-60.0
o.c. with #8 screws
center rows
W-14
Min. 19/32-inch plywood at max.
24-inch spans attached 6-inch o.c.
P
Nail Base
32 ga., 1-5/8-inch diameter tin caps with
4-inch o.c. in 4-inch lap and 4-inch
o.c. in four, equally spaced,
(Optional) One
or more SBS-
SBS-SA or
-97.5
with #8 screws
11 ga. annular ring shank nails.
staggered center rows
SA
APP-SA
II
Exterior Research and Design, LLC, d/b/a Trinity[ERD 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 6 of 16
4. PRODUCT DESCRIPTION:
This Evaluation Report covers Mule -Hide Modified Bitu
Mule -Hide. published installation instructions and the
following Mule -Hide membranes make up the subject sy
JTRINITY ERD
Roof Systems installed in accordance with
itations / Conditions of Use herein. The
S.
Table 1: Roll -Goods for Mule -Hide Modified
Bitumen Roof Systems
Type
Product
Specification
Reference
Grade
Type
SBS Membranes
Nail Base
ASTM D6163
S
I
SA Base Sheet
ASTM D6163, Table 2
S
I
SA Base Sheet (FR)
ASTM D6163, Table 2
S
I
SA Base Sheet6163
ASTM D6163
S
I
SA Base Sheet 6163 (FR)
ASTM D6163
S
I
SA-SBS Cap Sheet
ASTM D6164
G
I
SA-SBS Cap Sheet (FR)
ASTM D6164
G
I
SA-SBS KoolCap
ASTM D6164
S
I
SA-SBS KoolCap (FR)
ASTM D6164
S
I
APP Membranes
SA-APP Cap Sheet
ASTM D6222
G
I
SA-APP Cap Sheet (FR)
ASTM D6222
G
I
SA-APP KoolCap
ASTM D6222
S
I
SA-APP KoolCap (FR)
ASTM D6222
S
I
SA-APP PF30 KoolCap
ASTM D6222
S
I
S. LIMITATIONS:
5.1 This Evaluation Report is not for use in HVHZ.
5.2 Refer to a current Roofing Materials Directory for fire ratings of this product.
5.3 For steel deck installations, foam plastic insulation shall be separated from the building interior
in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
5.4 Unless otherwise noted in Appendix 1, roof c
installed to meet project design criteria to the
5.5
5.6
5.7
g and its attachment shall be specified and
`action of the AHJ.
For recover installations, the existing roof shall bo examined in accordance with FBC 1510.
For mechanically attached insulation or membr
design pressure for the selected assembly shal
determined in accordance with FBC Chapter 16
density designed by a qualified design profess
Commonly used methods are RAS 117 and F
asterisk* carry the limitations set forth in Sectii
enhancements.
For fully -adhered insulation, the maximum dE
meet or exceed critical design pressure deterr
rational analysis is permitted for these systems
5.8 For mechanically attached insulation or membr
tested in the existing deck for withdrawal re
review the data for comparison to the minims
analysis shall be in accordance with TAS 105 or
Exterior Research and Design, LLC.
Certificate of Authorization #9503
ne or strip -bonded insulation, the maximum
meet or exceed the Zone 1 design pressure
Zones 2 and 3 shall employ an attachment
mal to resist the elevated pressure criteria.
1 LPDS 1-29. Assemblies marked with an
i 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3
pressure for the selected assembly shall
in accordance with FBC Chapter 16. No
over existing roof decks, fasteners shall be
3nce. A qualified design professional shall
requirements for the system. Testing and
SI/SPRI FX-1.
Evaluation Report M10000.03.08-112
FL10497-R2
Revision 2: 08/21/2013
Page 3 of 4
'\J TRINITY' ERD
5.9 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover
installation, the existing deck or existing roof surface shall be examined for compatibility with
the adhesive to be installed. If any surface conditions exist that bring system performance into
question, field uplift testing in accordance, with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or
TAS 124 shall be conducted on mock-ups of the proposed new roof assembly.
5.10 For bonded insulation or membrane over existing substrates in a recover installation, the
existing roof system shall be capable of resisting project design pressures on its own merit to
the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM
E907, FM LPDS 1-52 or TAS 124.
5.11 Metal edge attachment (except gutters); shall be designed and installed for wind loads in
accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1
or RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.
5.12 All products in the roof assembly shall have quality assurance audit in accordance with the FBC
and F.A.C. Rule 9N-3.
6. INSTALLATION:
6.1 Mule -Hide Modified Bitumen roof systems shall be installed in accordance with Mule -Hide
published installation instructions, subject to the Limitations / Conditions of Use noted below.
6.2 System attachment requirements for wind, load resistance are set forth in Appendix 1.
6.3 Any of the following FBC Approved coatings may be applied to the top roof membrane without
adverse effect on the system wind load performance. Refer to current Roofing 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;
➢ 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.
i
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
installation of this product.
S. MANUFACTURING PLANTS:
Contact the noted QA agency for information on! product locations covered for F.A.C. Rule 9N-3 QA
requirements
9. QUALITY ASSURANCE ENTITY:
UL LLC - QUA9625; (314) 578-3406, k.chancellori@us.ul.com
-THE Z 6-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
i
Exterior Research and Design, LLC. Evaluation Report M10000.03.08-R2
Certificate of Authorization #9503 FL10497-112
Revision 2: 08/21/2013
Page 4 of 4
Page 1 of 1
!'rat UOr�o ~
BUILDING &CODE SYSTEM
Property I Valuation I Property Alert I Edit Permit I Search Permit I Review I Inspection I Permit F
NOTE: CANNOT change Permit Status to 'Issued' until Permi/Z
Submit Query Priht REVIEW
Enter Permit#:(Press ENTER) 11491-0024
(PERMIT INFORMATION
Permit #: 1401 0024 Job Address: 5012 STAR AVE
#: 3403-804-0010-000N
Master Permit #: 0 Permit Type: ROOF -MODIFIED
Status: Pending Job
RE -ROOF FLAT DECK WITH MODIFIED BITUMEN; 240 SF, 1/1:
Description:
Issued By: Date Finaled:
You are logged in coclslhumvhreya
as: Version 21.11A
/Payment I Misc Fee I Contractor I Reports I Maint I Fiscal I Post Date I
nin Renew fee has been paid for this Permit.
Permit # Print Review Comments Form - All com
Print Review Comments Form - Non cot
1401-0024 Email Info For Reviewer Comments
Parcel
IEN Permit
Finaled By:
Date Issued:
]REVIEWS
Add Review I Please Select A Review to Add orView Reviewer Co
mments
Review
Date, Star ComPle....
-Sent.C.. ....Returned.
Returned ComrDate_La...... .Las[.Char
.iype...�Status
. -..�. .._....._........i._Reviewer ._.......1.-Date,Sent._......-�,
' Select To j FRONT
Edit Add Or View ! Delete COUNTER COMPLETE UIFGFEL4 ' 1/3/2014
1/3/2014 1/3/2014
EComments ! ;REVIEW '
'.............................
' ............................ ........................... ....................
l
Select To PLANS
Edit Add Or View Delete i EXAMINER INCOMPLETE JOE CICIO 11/3/2014
........................ ..........-'......................................
1/3/2014
f
i 1/3/2014
; 1/3/2014 ` ddoj
E Comm n REVIEW ' ; i
S
.. _._..._.__._.!
_—.....___._ __._..
REVIEWER COMMENTS
Add Reviewer Comments I Edit first 10 Comments/Compliance Dates
Comment r Compliance Date Date Entered E tared �/ Date Last Changed Las[ Changed By
...................... .....1..........._..................................................I..................................................................................... ......................... ........... -................................. ...... .................................................... ......................................................................... ... ..... ..... ........ .............. ^...^............._..._..
There are no Review Comrnn nts listed for this Review. Se ect Review and click Add Reviewer Comment'.
I5
2,4
http://code/(S(lhwlzlij4t52le5yxjllodcx))/Add EditReview
1/9/2014
P
Joe Cido
From: Joe Cicio
Sent: Friday, January 03, 2014 3:18 PM
To: Sunnyfla99@aol.com
Cc: Joe Cicio
Subject: Permit Number 1401-0024
Attachments: Repo rt_FL_Review_Comments_Noncc
Dear St. Lucie County Permit Applicant,
Please see the attached plan review comments which have been gene
modified plans and any additional required documentation back from
will perform the additional reviews as necessary in order to complete
been signed, by all applicable plan reviewers, we will move the perm[
permitting for permit issuance.
Thank you,
,Tvse,?A. M. Gicio
Plans Examiner II
Standard Building Inspector
Building Plans Examiner
One and Two Family Dwelling Inspector
One and Two Family Plans 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
available to the public and media upon request. It is the policy of St. Lucie County that all Cc
or copying. Your e-mail communications will be subject to public disclosure unless an exeml
please notify the sender by reply e-mail and delete all materials from all computers.
iantjrf[1].pdf
-ated for your permit. As soon as we receive the
the design professional , contractor or owner we
:he plan review process. Once the plans have
forward either to the Fire Department or back to
1 County officials regarding County business are public records
y records shall be open for personal inspection, examination and /
i applies to the communication. If you received this email in error,
1
Planning & Development Services
Building SA Code Regulation Division
2300 Virginia Avenue
fort Pierce, FI. 349k
Phone:(T72)462 2172 Fax:(772)462.6443
PROPERTY INFORMATION
REVIEW COMMENTS
Address:
5012 Star Ave
City / State / Zip:
Fort Pierce, FI
Parcel #:
3403-804-0010-000/7 Jurisdiction:
Zoning:
CO Lot#:
APPLICATION INFORMATION
Permit Number:
1401-0024 Stories:
Permit Type:
ROOF - MODIFIED BITUMEN
Page 1
Owner(s):
Earl C Watson
SAINT LUCIE COUNTY
13 Block: 1
Automatic Sprinkler System? No
CONTRACTOR INFORMATION
Contractor Name:
Brian J Maloney
Fax Number: 772-343-3458
Business Name:
Treasure Coast Roofing Llc
Email: Sunnyfla99@Aol.Com
Business Addr:
1816 Sw Biltmore St
City / State / Zip:
Port St. Lucie, FI 34984
REVIEWS AND COMMENTS
Review Tyne
Status Reviewed By
ate Started Date Completed Date Released
FRONT COUNTER REVIEW COMPLETE Angela Huff
1/3/2014 1/3/2014 1/3/2014
Comment:
PLANS EXAMINER REVIEW INCOMPLETE Joe Cicio
1/3/2014
1/3/2014
Comment: TABLE 1E WITHIN THE PRODUCT APPROVALS
ATES [ 31 SYSTEM NUMBERS'* WHICH ONE ARE YOU
PROPOSING
Comment: SEE NOTE #9 WHICH STATES THAT THIS SYSTE
M SHALL MEET OR EXCEED THE CRITICAL DESIGN
PRESSURE DETERMINED IN ACCORDANCE WITH
FBC CHAPTER 16 WITH NO RATIONAL ANALYSIS
1/3/2014
PERMITTED. SUBMIT A ROOF SCHEMATIC LOAD
DESIGN SHEET, IN DUPLICATE, SHOWING THE [ 3 ] ROOF
ZONES, SIZES, AND THEIR COMPLIANCE WITH FBC
1603.1 AND 1603.1.4 - APPROVE THE PRODUCT
APPROVAL IN THE ANALYSIS
1/3/2014
Comment: COMMENTS MAILED AND E-MAILED AS OF THIS
DATE
)rida Building Code Online
2
(ICi�'C$11P
BCIS Home j Log In I User Registration ( Hot Topics ( Submit Surcharge
sines
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.'USER: Public User
sgulation
R!"! rl�I!!Il;�l�=M! Product Aporoval Menu > Product or Application Search > Application List >
FL # FL10497
Application Type Revision
Code Version 2010
Application Status Approve
Comments
Archived Cl
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who
developed the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
& Facts f Publications ( FBC Staff I BCIS Site Map ( Links j Search
Detail
Mule-HidE Products Co., Inc.
1195 Prin a Hall Dr
Beloit, WI 53511-5481
(608) 36 -3111 : Ext 809
lindareith trinityerd.com
Timothy OcFarland
lindareith trinityerd.com
Tim McFarland
1195 Prince Hall Dr
Suite A
Beloit, WI 535115481
(608)36 -3111
tim. mcfar and@mulehide.com
Roofing
Modified �itumen Roof System
Evaluatio Report from a Florida Registered Architect or a Licensed
Florida Pr fessional Engineer
d Evalu tion Report - Hardcopy Received
Robert Nidminen
PE-59166
UL LLC
08/28/20 7
John W. K ezevich, PE
G Validation Checklist - Hardcopy Received
r//www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQ�tDqudsDrIH6I48wbSKANpxwHR... 1/3/2014
)rida building Code Online 2
Referenced Standard and Year (of Standard)
ASTM D6'
ASTM D6
ASTM D6
FM 4470
FM 4474
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1
Date Submitted
08/21/20
Date Validated
08/28/20
Date Pending FBC Approval
09/08/20
Date Approved
10/18/20
r]
C
Year
2000
2005
2002
1992
2004
Summary of Products
_
I
FL # IlModel,
Number or Name 110escription
10497.1
Mule -Hide SBS and APP Modified
elf -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
JIDE MODBIT FL10497-R2. df
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
valuation 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 FL10497-112. df
types. 2.) Refer to ER, Section 5 for other Limits of Use.
Created by Independent Third Party: Yes
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48wbSKANpxwHR... 1 /3/2014
C)o
\l TRINITY (ERD
APPENDD( 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table
Deck
Application
Type
Description
Page
1A-1
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Banded Roof Cover
4
1A-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
iC
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
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
5B
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 W 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 polyisocyanurate, 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 Type D (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, 12-inch o.c.
Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report M10000.03.08-112 for FL10497-R2
Certificate of Authorization #9503 Revision 2: 08/21/2013
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 16
➢ OMG OlyBond 500 (OB500):
➢ OlyBond Classic (OB Classic):
➢ 3M CR-20:
Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
OlyBond 500 is referenced.
Full coverage at 1 gal/square.
Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. Note.
(PaceCart or SpotShot). Note:
F'11�
� 0
TRINI-rY ER®
OlyBond Green may be used where
=SET 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)
➢ 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 polyisocya nu rate 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. 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 KoolCapl (FR)
APP-SA
(APP, Self -Adhering)
Cap
SA-APP Cap Sheet, SA-APP Cap Sheet (FR), SA-APP KoolCapT°, SA-APP KoolCapT (FR), SA-APP PF30 KcolCapTM
Self -Adhering
Exterior Research and Design, LLC. d/b/a Trinity IERD 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 2 of 16
F)O
TRINITY, ERD
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. Refer to current Roofing
Materials Directory for fire ratings associated with coating usage.
➢ Mule -Hide 102 Fibrated Roof Coating;
> Mule -Hide ill Non-Fibrated Roof Coating;
> Mule -Hide 301 Emulsion Fibrated;
> Mule -Hide 311 Emulsion Non-Fibrated;
> 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.
15. The following represent priming requirements for gypsum -based coverboards:
➢ 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.
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 3 of 16
F"IQ
V TRINITY I ERD
TABLE ID: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Base Sheet
Roof Cover
MDP
No.
Deck (See Note i)
CPS
Base
Fasteners
Attach
Ply
Cap
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 Sheet
or ASTM D41 primer.
6163 (FR)
TABLE iE: OOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER
System
Deck (See Note 1)
Primer
Roof Cover
MDP
CPsfl
No.
Joint Treatment
Base
Ply
Cap
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
more SBS-SA
SBS-SA or APP-SA
-90.0
with 8d ring shank nails
Asphalt Spray Primer
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.
24 n-r_
(Optional) Mule -Hide 121
I
Plywood joints are covered with 4-inch
I witle strins of SA Rase Sheet 6
SA Base Sheet
6163 or SA Base
(Optional) One or
_h
with #12 screwsplace'
Asphalt Spray Primer
into to create continuous bond.
Sheet 6163 (FR)
more B - A
Exterior Research and Design, LLC. d/b/a TrinityJERD Evaluation Report M10000.03.08-R2 for FL10497-R2
Certificate of Authorization #9503 Revision 2: 08/21/2013
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 7 of 16
OFFICE USE ONLY:
DATE FILED: y � \,; t I I
REVISION FEE.
1. LOCATION/SITE
ADDRESS:
2. DETAILED DESCRIPTION OF PI
REVISIONS,
Km
4.
5.
CONTRACTOR INFORMATION:
STATE of Fl, REG./CERT. #-.
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS: L<Z I
CITY:
PHONE (DAYTEVlE):'7-7a 5-70
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
ARCHITECT/ENGINEER. INFORMA
NAME:
ADDRESS:
CITY:
PHONE (DAYIDIE):
SLCCC: 9/23/09
Revised 04/26/2010
it y
R L11 V E D JAN 16 1013
PERMIT it 00 a
RECEIPT #
ZING & DEVELOPMENT SERVICES
,DING & CODE REGULATION DIVISION
2300 VIERGENIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
TION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
r PY
STATE: ZIP: --7--j49
FAX. -7-1 3--R
70 - F000 — D/,Yc - —/-/,a - //V
STATE:
FAX:
FAX:
ztp:
im
%
, -r.e-.
T rhsute IHarvey E. nen 7205 Elyse Circle
C oast a'rofessiona Engineer #328 1 P S L Florida 34952-8212
B uilding Architect #AR0009471 PHONE(772) 466-5509
E ngineers, Certified General Contracto r #CGCO24776 FAX(772) 489-303S
Inc. E-MAIL:hkoehnen@tcbeweb.com
Contractor TIwA4giLm eoAs-r vps: N L?
Owner wAT mN Date 1 �-
Job Address " q� s- L. c
BUILT UP p P jApp Sjr 51STP-iA
-01
NEW ROOF RE -ROOF X RECOVERING REPAIR AREA 1 IGO S.
BUILT U ROOF PLAN
III
yo N a- I ,8
P
32 BAS
(788 )
23
ASCE 7-10 & FBC 2010 ENCLOSED B DG _ C SEMI ENCLOSED BLDG OPEN
PART 2 LOW RISE C&C SIMPLIFIED
RISK CAT 2/V = L4UEXPOSURE_L�jA = I •D Kzt =1.0/h l0 _ L/12 PITCH/MEAN PARAPET ht G
ROOF SYSTEM 140c �=• L 10A 47 R2
ZONE 1 'B @ h=30 = X PSF x 0.6 = -•x£3.2
ZONE 2 B @ h=30 = X PSF x 0.6 = -- ¢ 7.3 a = 3' Z'1 r�
ZONE B @ h=30 = X PSFx0.6=-11•Z- " a=3=2''Y3'-Z" _ 1 'i-1
MAX DESIGN PRESSURE PER NOA—
DECK TYPE fLyudomw THICKNESS I `+I32" nnl.o� _ ^ - zo
BASE SHEEi,,,�;6 r A P I? NO. OF PLIES 2.
P a Yv_k v 1 s�
FASTENER SPACING FOR ANCHOR/BASE SHEET ATTACHMENT: ��
i
INSULATION BASE LAYER TYPE ^
TYPE OF FASTENERS/OR BONDING MATERIAL
INSULATION TOP LAYER TYPE
TYPE OF FASTENERS/OR BONDING MATERIAL
NUMBER OF FASTENERS PER INSULATION BOARD: Field
PLY SHEET ^ N0. OF PLIES
TOP PLY .tee• OA, NO. OF PLIES
SURFACING tW %W*-r_ Are--- DRIP EDGE SIZE
_@_-L" " oc
SIZE -•
SIZE
Perimeter -- Corner r
_TYPE OF FASTENERS/BONDING '
_TYPE OF F.^.- f*EftS/BONDING SmLr`y.ot{6txI"
MATERIAL 4 & .4 At 4. 1
•
5
T
U
V,
s
Floor and Roof Live Loads
I
Uninhabitable Attics: 20 psf
i
Habitable Attics, Bedroom: 30 psf
i
All Other Rooms: 40 psf
'
Garage: 40 psf
Roofs: 20 psf
Wind Design Data
Ultimate Wind Speed:
161 mph
3
Nominal (Basic) Wind Speed:
125 mph
Risk Category:
II
7.
Wind Exposure:
B
Enclosure Classification:
Enclosed
1
Internal Pressure Coefficient:
0.18 +/-
Components and Cladding:
5
Roofing Zone 1,: 16.0 psf max.,
-28.2 psf min.
Roofing Zone 2: 16.0 psf max.,
-47.3 psf min.
9
Roofing Zone 3: 16.0 psf max.,
-71.2 psf min.
Roofing at Zone 2 Overhangs:
-40.6 psf min.
3
Roofing at Zone 3 Overhangs:
-66.9 psf min.
Stucco, Cladding, Doors and Windows:
7
Zone 4: 28.2 psf max.,
-30.6 psf min.
Zone 5: 28.2 psf max.,
-37.7 psf min.
1
9' Wide O/H Dr.: 24.8 psf max.,
-28.0 psf min.
16' Wide O/H Dr.: 23.7 psf max.,
-26.4 psf min.
5
The Nominal Wind Speed was used to determine these Component and
5
Cladding Pressures.
All exterior glazed openings shall be protected from wind-borne debris as
per Section 1609.1.2 of the 2010 Florida Building Code.
1
Geotechnical Information
Z
Design Soil Load -Bearing Capacity:
2,500 psf
3
Flood Design Data
Flood Zone:
D
5
Thi form was created using the BASIC STR UCTURAL INFORMATION GENERATOR sojhvare
7
_ available at www.TheFloridaEngineer.com
I
Tre2sure
Harvey hnen
C oast
Professio "ngineer
B uilding
Architect #AR0009471
E ngineers,
Certified General Con
Inc.
Contractor .
Owner
Job Address
BUILT UP )
NEW ROOF_
RE -ROOF X RECOVERING
BUILT U
u
yoNa- 1
P
32 •OAS
(700 )
E
T
11
ASCE 7-10 & FBC 2010
ENCLOSED
PART 2 LOW RISE C&C
SIMPLIFIED
RISK CAT 2/V = I� f EXPOSU RE_�tjA =1.4Kzt =1.0/
ROOF SYSTEM W-- 9
ZONE 1 B @ h=30 =
X
ZONE 2 B @ h=30 =
X
ZONE 3 B @ h=30 =
X
MAX DESIGN PRESSURE PER NOA - 5? +`^7
DECK TYPE �fj--jU10m.P
BASE SHEET S_A r A P
S0— L.c t10 qu*-uw.
Pa
FASTENER SPACING FOR ANCHOR/BASE SHEET ATTACHMENT:
INSULATION BASE LAYER TYPE ^
TYPE OF FASTENERS/OR BONDING MATERIAL
INSULATION TOP LAYER TYPE --
TYPE OF FASTENERS/OR BONDING MATERIAL
NUMBER OF FASTENERS PER INSULATION BOARD: Field
PLY SHEET e • NO. OF PLIES .�
TOP PLY 6?f" SA, NO. OF PLIES
SURFACING DRIP EDGESIZE
3�
.•..., r.vmr..--i/WFti'TyoN
7205 Elyse Circle
P.S L Florida 3495 12
#CGCO24776 FAX(772)7489 3035 09 RECEIVED JAN 1,6 2013
E-MAIL:hkoehnen@tcbeweb.com
Date I A l
REPAIR AR
w.;OPN:-1
X _SEMI ENCLOSED BLDG OPEN
= l0 _jf 12 PITCH/MEAN PARAPET ht c
Nit �= � I, pq•a7 Rti. —
PSFx0.6='415.2
PSFx0.6= -•¢?3 a= 3'2'
PSFx0.6=-71•2- a=3�Z'Y3��`�
-IICKNESS (4f'32" Ati1.0�
0.OF PLIES
SIZE
SIZE
Perimeter -- Corner r'
_TYPE OF FASTENERS/BONDING
_TYPE OF F^rrsrE E-RS/BONDING Brag-y.DHB
MATERIAL 4 !o �i fir 4.1 IP
AkA
a
S
T j
U
I V
Floor and Roof Live Loads
Uninhabitable Attics: 20 psf
Habitable Attics, Bedroom: 30 psf
All Other Rooms: 40 psf
Garage: 40 psf
Roofs: 20 psf
Wind Design Data
Ultimate Wind Speed: 161 mph
Nominal (Basic) Wind Speed: 125 mph
Risk Category: II
Wind Exposure: B
Enclosure Classification: Enclosed
Internal Pressure Coefficient: 0.18 +/-
Components and Cladding:
Roofing Zone 1: 16.0 psf max., -28.2
psf min.
Roofing Zone 2: 16.0 psf max., -47.3
psf min.
Roofing Zone-3: 16.0 psf max., -71.2
psf min.
Roofing at Zone 2 Overhangs: -40.6
psf min.
Roofing at Zone 3 Overhangs: -66.9
psf min.
Stucco, Cladding, Doors and Windows:
Zone 4: 28.2 psf max., -30.6
psf min.
Zone 5: 28.2 psf max., -37.7
psf min.
9' Wide O/H Dr.: 24.8 psf max., -28.0
psf min.
16' Wide O/H Dr.: 23.7 psf max., -26.4
psf min.
The Nominal Wind Speed was used to determine these Component
and
Cladding Pressures.
All exterior glazed openings shall be protected from wind-borne debris
as
per Section 1609.1.2 of the 2010 Florida Building Code.
Geotechnical Information
_
Design\Soil Load -Bearing Capacity: 2,500 psf
Flood Design Data
Flood Zone:
Phis form wai creatgd using the BASIC STR UCTURAL INFORMATION GENERATOR
software
available at www.TheFloridaEngineer.com
r
•