HomeMy WebLinkAboutSUBMITTED PAPERSDATE:
Permit #:
0-41
Planning & Development Services Department
A/ Building & Code Regulation Division
2300 Virginia Avenue SC441,
Ft. Pierce, FL 34982-5652
Tel. 772-4624553 4
APPLICATION FOR ROOF PERMIT (, Of./17tL"
SEE REVERSE S11E F0 INMUCTIONS
4/
1. Location/Site Address:
2. Parcel ED Number: 11(11 -670 Zvlfl
Office Use
only
I Section
I Township
I Range
I Map Page
I Zoning
Land Use -
I Initials :�
I
4"t
IRW
M
ijafW
3. DescriptioR of Project or Work Activity: 6�77.44
0e, 5. Roof Pitch:
4. Total Roof Area (square feet): W
6. Type of Roof.- Fiberglass Shingle Concrete Roof Tile Wood Shake / Shingle
Tar& Gravel Kkiodified Bitumen I Other
[vJ'Product Approval required for all types of Roofing Material (2 Sets)
All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product
Approval attached
Roof Mitigation per F.S. 553.844 will be required.
7. Owner Information 8. Contractor Information
Name:-,-T-vnc C H06ACK IFL Reg/Cert #: CCC OS7W/./
Address: qJS WIL-LOL-13 14-06 County Cert 1:3 7
city: PS L state: Ft- Business Name: C'04""Vs �427.Aer-
Zip: *414 9!5Z- — Phone: �� CellPhone': -777-- W1 1*35-Z-
9. Value of Construction:$ Z5490,010 .
**Note Dry4n a ad p-ei-Viro- - --
duct Approval.
CONTRACTORIOWNEWSAFFIDAVIT: I certify that all ofthe informatio tained Mi this application is conrct and that all work will be
done in lian R e lam regulating construction and zoning.
6&a
PRINT QUALIFIERSIOWNERS NANIE '--grGNATURF OF QQUALIFIERIOWNER
ISTATE OF FLORIDA, COUNTY OF
ACKNOWLEDGED BEFORE MIE THIS S'DAYOF e�l'* 20 BY COLL I-
WIROnPERSO 40-WZN T W OR HAS PRO CED AS III)ENTIFICATION
WN
fA;U Pit r�) P 0 M/*/
Y�FE' 09 PRINT NAM IM NOTA)tY
'qATURE WIIQPDY06�� (sea,)
SIQ 07
CONUOSSIONNUMMIt
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Revised 412612010
AUDSF-YEHUMPHREY
f my COMMISSION # EE 061159
EXIDIRES: March 6,2015
lic Undenifiters
Bonded Thru NotarY Pub
INSTRUCTIONS
Please complete all information in the space provided. All information must be printed (use black or blue ink
only). or',typW. This roof permit application is to be used only for those activities tfiat are not otherwise included
y ' b�ilding-permit-�T=his-apolication-may-not-be=used-for�any=acti-vity-that-inciudes=structuraI
alteration. Ming activities involving structural alteration, in addition to the roof work, must be permitted
thrb4h the regular building permit review pTocess. - The information to I be provided with this application
includes:
1. Location/Site Address jiidicai� &'Ai�et iddt�sior general location of the
property where the building activity is taking place.
2. paijil'ID'Number' IndicAte'the WHilentificAtion number of the property where
bpilding activity is taking place.
3. Description ofPtoject dr Work Activity Completely dei6ribe the building activity to take place.
Please indicate if tear -off or shingle over shingle etc.
4. Total Roof Area Indibate total roof area to be affected by this permit. Also
indicate the pitch of the roof, expressed as a standard ratio
of run rise.
5. Type of Roof indicate the type of roof being. repaired or resurfaced.
6. owner Information Indicate the name and address of the owner of the property
ig� -is takin pja66
on which buildir yj4
,7 Contractor Information Indicate tYe SWe ofFibridi'registeationnumber (if
-1, ucie County contractor, license number and
applicable), St,
t -naing. �f the. business doing the
he
8. Value of Construction indicate 1�ii -total'Valtie, of the work to take place. Total cost
of construction includes all material and labor costs
associated with the building/construction activity.
Construction value is used to determine the permit fee. St.
Lucie County reserves the right to q�iestion and/or modify
the -indicated value of construction if it is demonstrated that
Mth fiiildr typ
es
figures are not ci��eiiiini- s
of construction.
This ap lipqtio ian be submitted -to St. Lucie County..... tding and Zoning, 2300 Virginia Avenue, Fort Pierce,
p rm n�_ �p win be
1304482. All pe it aplific��tio must be filled out completely before submission, No a plications
accepted for processing after 4:30 P.IVL For assistance in completing this appli6ation, please call (772)
A v
ar d-' -thr-' --Ffida3f..
462-1553 during r6gu"I ' 'officebouii (8-06-AM Mon ay .. ough,
Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261.
St Lucia County Roof Permit Application rev. 3/1/2009
I Planning & Development Services
IS Ail Building & Code Regulation Division
R4.
(K.N
2300 Virginia Avenue
COUNTY'
Fort Pierce, FIL 34982
L R D A —Atop 7-7-2-�-462�-2165-c�t-7-72-462-2172
Fax: 772-462-6443
---RGGF�l�NSPE-C-T�ION-.AFFI:DA--V-1-T----�---
-Re: Permit # COS -7
0141,6y0Pmq licensed as ontra=ctor! ngin.eer/Architect
r!
cto�
ui ding Inspector
r�ding �nsp
SC
(Please -print name -&-circle license type) *FS ul
*Genera I, Buildin1g, Res yide Val or R ofing Contractor or any individual certified under 468 F.S. to make such an inspection.
On or about I did personally inspect the roof deck nailibg
D t
ate)
zll��
work at:-- 7/%,�
(Job site address)
Based upon that examination I have determined the installation was done according to the Hurricane
Mitigation Retrofit Manual (Based on 553.844-F.S.)
eo,
Signature and Seal License #
STATE OF FLORIDA,&, %,
COUNTY OF
Smt�ndsub *b d befo re me this day
4 ij e 0
by S Who is personalty4nfogm2eo7r
as identification.
____Rotar bruc atie of Florida
Signature of Notary:_ ue�
Commission Number: V
En.01/19/2011
Florida Building Code Online-, Page 1 of 2
FLOPIPA DOPARTMAIYT�00
Business & Professional Regulation
&
lolida Npartmentof BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Unks search
3usines
Product Approval
Ircifessiki *USER: Public User
Regulation
11IRT—=0M, Mr-nRao Product ADDrOval Menu > Product or A plication Search > Application Us > Application Detail
FL # FL1654-R9
Application Type Revision
Code Version 2007 F.ILE COPY
Application Status Approved
Comments
Archived
Product Manufacturer CZ�7' �OLYGLASSUSA�___�
Address/Phone/Email 150 Lyon Drive
Fernley, NV 89408
(570) 384-1230 Ext 242
jakins@polyglass.com THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORREC flONS
Authorized Signature James Akins REQUIRED BY FIELD INSPECTORS THAT
jakins@polyglass.com MAY BE NECESSARY IN ORDER TO
Technical Representative James Arnold, PE, RRO M,%4- 099%-
Address/Phone/Emall 10475 Park Meadows Drive
Suite 600
Lone Tree, CO 80121ir.
(720) 279-2348
jarnold@polyglass.com
ST LUCIE COUNTY
Quality Assurance Representative James Akins BUILDING DIV .' N
S
B
T'
U I
LUC' E C
G
0 U NTY
D ONDIV _'r N
- C _ .
E RM IT
555 Clakridge Road C
Address/Phone/Email FOR 0 P
Humboldt Industrial Pk y Y
Hazleton, PA 18201 f-REVIEWED By
t D
(800) 894-4563 DATE
P P C14 L2QUL_
jakins@polyglass.com PLAN AND PERMIT
MUST B KEPT ON JOB OR
S P EC V ILI R F: M A.
1'-30 INSPEC N WILL BE MADE
Category Roofing
Subcategory Modified -Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
-01 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Robert Nieminen
developed the Evaluation Report - CONOMLID FASTENERS OR ATTACHUM
Florida License PE-59166
Quality Assurance Entity Underwriters Laboratories Inc. ARE THII AMPAUNSIBILP OF THE
Quality Assurance Contract Expiration Date 11/30/2012 1 a REMIRD
OF
Validated By John W. Knezevich, PE OF
EZ Validation Checklist - Hardcopy Received
Certificate of Independence FL1654 R9 COI Trinity ERD CI - Nleminen.od
Referenced Standard and Year (of Standard) Standard Year
ASTM D6163 2000
ASTM D6164 2000
http://Www.floridabuilding.org/Prlp�__app_4tl.aspx?param--wGEVXQwtDqvqqu2w`/�2bnFg... 1/5/2012
Florida Building Code Online
Page 2 of 2
ASTM D6222
FM 4470
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
02/22/2011
Date Validated
02/23/2011
Date Pending FBC Approval
02/25/2011
Date Approved
04/05/2011
Date Revised
12/09/2011
2002
1992
Summary of Products
IFL __71Model,
Number or Name ilDescription
Polyglass Modifle
BS and APP modified bitumen roof systems
Systems
__11Roof
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL1654 R9 11 Al er-0222111FINAL POLYGLASS MODBIT FL1654-
R9.pd
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nleminen PE-59166
Design Pressure: +N/A/-622.5
Created by Independent Third Party: Yes
Other: 1.) The design pressure in this
Evaluation Reports
application relates to one particular assembly
FL1654 R9 AE er022211FINAL POLYGLASS MODBIT FL1654-
R9. [)d
over concrete deck. Refer to the ER Appendix
for other systems and deck types. 2.) Refer to
Created by Independent Third Party: Yes
ER, Section 5 for other Limits of Use.
Contact Us :: 1940 North Monroe Street, Tallahassee FIL 32399
The State of Florida is an AA/EEO employer. Cogyright 2007-2010 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statemen
Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a publlc-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 regarding DBPR's ADA web
accessibility, please contact our Web Master at webmasteredbpr.state.fl.us
Product Approval Accepts:
=0 40-1 E
- SCCUritV.%1k-rR1CS*
ve'[sign
Tr
http://Www.floridabuilding-orglprlp�_appjtl.aspx?param=wGEVXQwtDqvqqu2wOlo2bnFg... 1/5/2012
Florida Building Code Online-, Page I of 1
FLOZICIA DOPAMMOW OP
Business & Profession.all Regulation
olida
,�SD""ft BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search
I ne�
ro�SsI41 a Product Approval
e USER: Public User
Regulation
IRIMMORTROM" Product Aporoval Menu > Product or Application Search > Application List
Criteria
a Version
2007
ication Type
ALL
!gory
ALL
1cation Status
ALL
lity Assurance Entity
ALL
luct Model, Number or NameALL
roved for use in HVHZ
ALL
act Resistant
ALL
�r
ALL
Results - Applications
FL#
1654
Product Manufacturer
ALL
Subcategory
ALL
Comp�lance Method
ALi_
Quality Assurance Entity Contract Expired
ALL
Product Description
ALL
Approved for use outside HVHZ
ALL
Design Pressure
ALL
IManufagLurer IlValidated
By =
Revision
POLYGLASS USA
John W. Knezevich, PE
Category: Roofing
�Subcategory:
Modified Bitumen Roof System
(954) 772-6224
'Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399
The State of Florida Is an AA/EEO employer. Coovright 2007-2010 State of Florida. :: Privacy Statemen :: Accessibility Statement :: Refund Statement
Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not
send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web
accessibility, please contact our Web Master at webmaster(-)dbpr.state.fl.us.
Product Approval Accepts:
= go �9 am
- securitv,%tiritics,
varlsIgn
T rusto
h-ftp://v�ww.floridabuilding.org/pr/pr�_appjst.a�px 1/5/2012
QOTRINITYJ�ERD
APPENDIX 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 B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 6
1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6
ID Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 7
1E Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8-9
jF,_1TF__ -Woo I "' New or Reroof (Tear -Off) — '(
29-:s /WFF Non -Insulated, Bonded Roof Cover r 4, -,
2A Steel or Conc. New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 10
2B Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 10
2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 11
3A-1 Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 12-15
3A-2 Concrete New or Reroof (Tear -Off) A-1 -Bonded Temporary Roof, Bonded Insulation, Bonded Roof Cover 16
3B Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 17
4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 18-19
4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 19
4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 20-23
5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 24
5B CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 25
5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 25
5D CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 26
SE CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 26
6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 27
6B Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 28
6C Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 28
6D Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 28
7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 29-30
76 Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 30
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
Exterior Research and Design, LLC. d/b/a Trinity]ERD Evaluation Report P9290.02.08-R7 for FL1654-R9
Certificate of Authorization #9503 REQUIRED BY FIELD INSPECTORS THAT Revision 7: 02/22/2011
Prepared by: Robert Nieminen, PE-59166 MAY BE NECESSARY IN ORDER TO Appendix 1, Page 1 of 30
goMpLV W
AIL A EIFW
10
Q.
��TRINITYJERD
111'�INITYJERD
AIPEAr"ItILIA-1—Rextualesoot roRWstDUpRssu
1. R10cleck, " In with FBC u[,.Ms to the 1IthfdI,, of the AH). Wind load -Mance of the —f clock shall be documented through
Table
Deek
Appiketten
P.O.
dilb-
Fc,,C,d,,c,
P Per ..,fin" "/.' Approval d—u—tati.c.
IA-1
wood
blee or Ao- (1-
—1 Anchor swen, luorshel I'adon, BoundsOl W
Pass had ft'limers ban be of muffichrit length far the following clock engage- st:
w—
— —1 1 — c—a... .— PoOf T
P. _chus_
is
wood
hise,' R—f IT. sco.,
2S
0
Aftchad Be. r.ulack, Bo To, bode., Screled! P.0ce., s
a,,i,as - top—low—
ic
N., RaI I-res n ' 'ecover
��M
unt—, so— —f —.,
n.urn I Inch --- IrsI, Pilot hot, in Icconleauss ,in fietener nuenulodures PubIW— in-lbodun
to
w�
Aeres' (T,.,.M or acco,,,r
.
Pelln, Acce,1- 14� ktabadi Res. entat, conoW —1 7
N 'so ' lynty—, wood fiberboard, p,rVt,, D—Dock, D,nsD,ck
3. Units, the 4:-t.d, Insulation —y be any on, ly,, , PrnbIrm" , of In yAnu Ate, us
Pd'.' D—Nck D—Go"ne, SECUROCK Gyrip-a—Ater RW 0. rd D SECUR Glass met Roo, Board that rneets the CIA requirem.ht, of FA.0 Rude
It
wood
.1 R—f (T-,.M
E
han,lndatd. — Atteclhet Euru, —1, Iondod —f -As:
,2C26oDCK Or2'
9N-3 and 1. documented as menting FBC 1505.1 and, for f,#m pleatic 3.4.1 60.6, he. Installed with the of la—
Ick 119 Pe;Yjghht.Irua Spl=Vp. D (—h.ric.fly
4. Ml,lu, III Ph". m1,1.1m1.1 1-0�f"huy" I -ttng --y be subst tutud for righ! Insulation board N�
m
Steel Nee, A—f (T—M or
Atta,lwdl a— Insulation, Top Inaul.tIon, BondId Pool to
rd , I tend or
attached be.. rd d he or), who b I be, n-Nd through the LWIC to rgag, the , u a concrete deck.
. r connigo"tI. sheet a. -,k listings.
The structural deck shall be of equal rginst. . to the led and concrete I
III
Entercom or
C
Ine.c... U— Ro� 10
5. Unless th.M]-- noted, Insulation dho.w. pP[I.tbn irsts, .1. as fillow.. Ribbon Or bead width 1, at the time Of pplfcatfo,; the flibostfle.de hall
N
Inced—
Pano,oft-
Bee. sh-1, Rended Rcof C— it
sel-rd as relied In the rn...Ucturar. publch.d jrst.W—�'
U-1
Reset, (T-9
A-L
ac�n,tel I—ecor, 11sondeel Poor I2-IS
Pria:
9.-2—.—.
hi— R (T—)
A -I
Rcorr. � —.v- iw� .1
In —Ink —P Ads,s -1. Q.... O.7� to I—h I- ribbant, 12-Inch
i'D
(T--Y)
F
so�ded Accf Q—
WI- 0. -p F.—It —1. (—Aj: no . w ..51- wide rubt,ons, 1—
> ch,G ah"nil — or ly—.I Green, (chism.): —,L.. o.7,I . I.in,th .1. rubs,,, 114- — (I.— or
a— (T--n
-
sonded I—' a— a-
I. U'sond a— (-a Iaeak): Full -- at I oeve,-
4D
-IC
— or R—f roar�m
A-2
— Aoe-d An,ttr shess, Bonded! Insulation, B.MW Roof CIwar 19
3111111 COnItnuous LS-154- I- ribbons, I-- — sons: � -1 be enywhera -'I or
— c,u—r(—ffj
E
—ir.dolec. .-. —clac! ..e. Irect, un,itil of CO., I -I
W,,,n —It* of—?.— nol . . . Oo.no — 11� on ubooaso' dhe—, d— —.. -1) to torgo.,ed ft- dll— of
m
�F
— o' Ratoof Us-=
AA
Sor,ded Borosel Poor CIP,O, 24
—Ifft-con"aaacts,
IB
hiew, Ourn& (T.-Off) 0, R�
A-2
as
6. Unless otheml—ated. all Inutationsar.n.t attack .1tap,, board Oth, rhininumthIckness noted. T.PeredpoM�LyanuraWatthafollowi�gthlkne.s
W
set, a—, (T—m or P--
ue� Attachecl — nr,ulmo., son,sed! T., hwulah., 25
liral.t ..y be ..batit.td with the a ,..[.U, Dealls P'..U. (MDP) II.Rater.:
—f
C
— Ahoacha,l freuf1d., sonded Poor 2.
.. -, F'o ... lot. Ad,sa&.f(M—Aj: MDP` -157.5W (.n thkk)
PanoO, (To —calf) sece—
Nkn�lnauul-d Moch. Artscat — Shast, ion,ked! — —ar 26
1 1 'O�0 :' VY—Dii Green j08500: MDP -IIP.Omf (tiln -Q-�hchrhlk)
� Cut (MV9. S
-G 1i -yBord! 5CG Green (085GO): Mcp 00.0 Put I
G
atroor (T.-m
A-1
Undlec! noubec, noell R.1 — �7
--
�K.
_a: 7 I:S�
> Is Spa,
—f [T—m .' Pact—
-h-2—
lueoh. Arleched Arcdhol Shest. flonded Insuild1n, B-Med Rod C— Is
7. W.c! p,lylsoeyanuirstairsulaMs boards shall be m,,Imum4 x4 ft.
x
Gypeu,
C
Mech.Artachodur,ulOu--ccof—, as
6. FOr hr..h.rilaffy ti ladr.111� hun,inhurn design prom, for the elected it—bly, hall ,at Or a.... d the
10
Gyps.
Paroof Rea-M or
E
non-Insuierect, Macl, Attached! Bass —ar, Sonciol RW CO— 2.
w1,rd;dci,ChI.pt�:r,jth,
2... I design P-1=t--lr.d 1, or th and Z ... 0 2 and 3 hall a.pl.' Wtt.hnh.rt density designed by . qu.Iffi.d
A—.1,11.,
7A
u—
.1
—noulader,
design Droferd . , 'h -1—tod P-It— 11hurla. C.—Oly used ..thed, .. RAS 117 and LPDi; 1-29, marked with as
swisk- carry the 11,11ag— at Mrth In Section 2.2.1.5.1(a) ofF?4 LPDS 1-29 for Zone 2/3 anh,uce—fit.
78
V.—
R--
F
hon-Inswared, So,cedece. tinsel. Bonded otedc—, 31
9. FO, fully bonded O—enblim the ...I.um dt,lq, p far the O,d,d ,jernbly hall ,at or ne ... d critical design or .... r. d.barnnined In
Is I
e—nd.h.. with MC Chapter 16, and no rat on. analysis 1, permitted.
I.. F�r —h-callY attached carnpPrents Over titling docks, hall be tested In the nitrating d,,k far withdr,wal rsal,tah- A quAlfi,d design
=n,,,u
professional than e,hyr the data for W the nn[.I h. Inerrant, for the Watem. T,,ti,g and rely,[, than be In —M,rce with TIS 105
Or ANSI/SPRI FX-I-
a. ook, I= Well ?ddtylERD
aspo,t Plal.=.O.47 for MI—R
A.— and DetIn, =. d/b/. —hyllieD Mr-O!is-el
'—f—Mon '0503
P,.P..d by:
1—lon 7: OV22nols
Appe— 1, P 1 of I
,— . —0-.n Mcii —1.n I =Zji-
Preceedby: App— 1, PsOa 2 of 30
Q0TRINITYIERD
The following notes apply to the systems outlined herein:
1. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AH3. Wind load resistance of the roof deck shall be documented through
proper codified and/or FBC Approval documentation.
2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement:
> Wood: Minimum 0.75-inch penetration.
> Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
> Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocya n u 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.
S. 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-�O lbs/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.
> OMG OlyBond 500 or Olyl3ond500 Green (013500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot).
> OlyBond Classic (013 Classic): Full coverage at I gal/square.
> 3M CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. Note: TITESET may be used anywhere CR-20 is
referenced.
> Note: When multiple layers(s) of insulation andlor coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer-to-layera 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 polyisocyan u rate at the following thickness
limitations may be substituted with the following Maximum Design Pressure (MDP) limitations:
> Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick)
> OMG Olyl3ond 500 or OlyBond5OO Green (013500): MDP -120.0 psf (Min. 1.0-inch thick)
> OMG OlyBond 500 or OlyBond 500 Green (013500): MDP -90.0 psf (Min. 0.5-inch thick)
> 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.
8. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the
Zone I 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 PAS 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.
Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-R7 for FL1654-R9
Certificate of Authorization #9503 Revision 7: 02/22/2011
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 30
Q0TR1N11YJERD
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 AHJ, as
documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52 or ANSI/SPRI IA-1.
12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
Table 1: Polyglass Roof Covers
Reference
Layer
Material
Application
BP -AA
Base
Polyglass G2 Base, Modibase, FBC Approved ASTM D4601, Type II
HA 20-40
(Base and Ply sheets,
at
Asphalt -Applied)
Ply
FBC Approved ASTM D2178, Type IV or VI or ASTM D4601, Type II
lbs/square
SBS-AA
Base or Ply
Elastobase, Elastobase Poly, Elastoflex V, Elastoflex S6
(SBS, Asphalt -Applied)
Cap
Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko
HA at 20-40
lbs/square
MOP, Polyfresko MOP FR
SBS-TA
Base or Ply
Elastoflex V, Elastoflex S6
(SBS, Torch -Applied)
Cap
Elastoflex V, Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G
Torch -Applied
FR, Polyfresko MOP, Polyfresko MOP FR
SBS-SA
Base
Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR
(SBS, Self -Adhering)
Cap
Elastoflex SA P, Elastoflex SA P FR, Polyfresko SBS SAP, Polyfresko SBS SAP FR
Self -Adhering
APP-TA
Base or Ply
Polyflex, Polybond
(APP, Torch -Applied)
Cap
Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko Torch, Polyfresko Torch FR
Torch -Applied
APP-SA
(APP, Self -Adhering)
Cap
Polyflex SA P, Polyflex SA P FR. Polyfresko APP SAP, Polyfresko APP SAP FR, Polykool, Polybianko
Self -Adhering
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.
> PG200 Non Fibered Roof Coating or Mule -Hide Ill Non-Fibrated Roof Coating;
> PG300 Fibered Roof Coating or Mule -Hide 102 Fibrated Roof Coating;
> PG600 Non-Fibered Aluminum Roof Coating or Mule -Hide 416 Standard Non-Fibrated Aluminum Roof Coating;
> PG650 Fibered Aluminum Roof Coating or Mule -Hide 406 Standard Fibrated Aluminum Roof Coating;
> PG700 White Reflective Roof Coating;
> PG800 Non-Fibered Asphalt Emulsion Roof Coating or Mule -Hide 311 Emulsion Non-Fibrated;
> PG850 Fibered Asphalt Emulsion Roof Coating or Mule -Hide 301 Emulsion Fibrated;
> Polyplus 60 Premium Non-Fibered Aluminum Roof Coating or Mule -Hide 410 Premium Non-Fibrated Aluminum Roof Coating;
> Polyplus 65 Premium. Fibered Aluminum Roof Coating or Mule -Hide 401 Premium Fibrated Aluminum Roof Coating;
> Polybrite 70 White Elastomeric Roof Coating.
15. The following represent priming requirements for gypsum -based coverboards:
> DensDeck and DensDeck Prime shall be field -primed with PG100 prior to self -adhering or torch -applied membrane application. No priming is required for hot -asphalt
membrane applications.
> SECUROCK Gypsum -Fiber Roof Board or DensDeck DuraGuard do not require field priming for any membrane application.
Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-R7 for FL1654-R9
Certificate ofAuthorization #9503 Revision 7: 02/22/2011
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 30
��TTRRINITYJERD
TABLE 1E: WOOD DECKS - NEW CONSTRUCTION or REROOF (Tear -Off)
SYSTEM TYPE E; NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Roof Deck
Base Sheet
Roof Cover
MDP (psf)
Base
Fasteners
Attach
Ply
Cap
No.
Min. 19/32-Inch plywood at
32 ga., 1-5/8-Inch diameter
6-inch o.c. In 4-Inch lap
and 6-Inch o.c. In four,
(Optional) One or
more BP -AA,
SBS-AA SBS-
W-30
max. 24-Inch spans attached
Elastobase or Elastobase Poly
tin caps with 11 ga. annular
equally spaced,
SBS-AA, SBS-TA
TA, APP-f�
-112.5
6-Inch o.c. with #8 screws
rIng shank nails
staggered center rows
or APP-TA
32 ga., 1-5/8-inch diameter
6-Inch o.c. In 4-Inch lap
(Optional) One or
more SBS-SA (no
W-31
Min. 19/32-Inch plywood at
max. 24-inch spans attached
Elastobase or Elastobase Poly with poly
tin caps with 11 ga. annular
rIng shank nails. Note: Tin
and 6-Inch o.c. In four,
Elastoflex SA V
SBS-SA, APP-
SA, SBS-TA or
-112.5
6-Inch o.c. with #8 screws
top surface
caps are to be primed with
equally spaced,
staggered center rows
Base or Elastoflex
SA V FR Base),
APP-TA
PG100 or ASTM D41 primer.
SBS-TA or APP-TA
TABLE IF: WOOD DECKS - NEW CONSTRUCTION or REROOF (Tear -Off)
SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER
Roof Cover
System No.
Deck
Primer
MDP (psf)
Joint Treatment
Base
Ply
Cap
'A - I
Min. 19/32-in6 pl9woodat7_-3,
max7�24-'Fffdh�soans,^attached 62 '
�x
- 6
�h
r� IE
—
7(0�"ona I VG TOO
------------
_N�One
',-SBS-SA
(Optional) SBS-SA,
SBS -TA or APP-TA
�,,SBS-SA, ARP -SA,
-Sts�
-TA-orAPP-TA
9 _-
r -9 0-7;�
C�
i�in.15/ff-fnch plywood at
Plywood joints are covered with 4-Inch
Elastoflex SA V
( I Optional) SES-SA,
SBS-SA, APP-SA,
W-33
max. 24-inch spans attached 6-
(Optional) PG100
wide strips of Elastoflex SA V Plus, rolled
Base or Elastoflex
SBS-TA or APP-TA
SBS-TA or APP-TA
-97.5
Inch o.c. with #12 screws
into place to create continuous bond.
SA V FR Base
Min. 15/32-Inch plywood at
wood joints are covered with 4-Inch
P'y'
Elastoflex SA V Plus
(Optional) SBS-SA,
SBS-SA, APP-SA,
W-34
max. 24-inch spans attached 6-
(Optional) PG100
wide strips of Elastoflex SA V Plus, rolled
I
or Elastoflex SA V
SBS-TA or APP-TA
SBS-TA or APP-TA
I
-135.0
inch o.c. with #12 screws
Into place to create continuous bond.
Plus FR
I I
Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-R7 for FL1654-R9
Certificate of Authorization #9503 Revision 7: 02/22/2011
Prepared by: Robert Nienninen, PE-59166 Appendix 1, Page 9 of 30