1930 Maple Ave - BR17-000242 - ReRoofJob Address: Historic District: YesEl No X
ResidentialN CommercialoParcelID:
Type of Work: New El Addition El Alteration El Repair El Demo 1:1 Change of Use El Move El
Description of Work:
Plan Review Contact Person: LISA Title:
Phone:\)(Y') 3 Fax: ail: 1 ce" 6 ,
I / "
i,
u
Property Owner Information
Name Phone: (40f2 510
Street: Resident of property?
City, State Zip.
Contractor Information
Name Phone:-
Street:_-L-1 6Fax:
City, State Zip: State License o m. C) S
Arch itectlEng ineer Information
Name: Phone:
Street:
City, St, Zip:
Bonding Company: _L_L4 Address:
Fax: --"
E-
mail: Mortgage
Lender: Address:
I — WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OP" COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE 308 srrE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN AT'FORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT,
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a pertnit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work-, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. 01 )
FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code tX Revi.,;
ed: June 30,2015 Perniit Application
No,rICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner ofthe property ofthe requirements of Florida Lien Law, FS 711
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be 'figured based on the current JCC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all oft e foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
ef
gn, ture of Fit
21
116-'
Z'
A at's Name
VSiSignatureN 6,y Stamof t Itarada Date State
of Fbdda IN
co MMISSION # FF 204 Owner/
Agent is fie rW'4effyF""4Ae or Produced
Ifs .'7'FypeoflD&J' 4Sign,
ur Tontractor/Agent Date J_
Print
Contractor/Agent's Name T__
gtore of Notary -State of FloridContractor/
Agent is Personally Known to Me or Produced
ID ID eofIBELOW
IS FOR OFFICE USE ONLY Permits
Required: Building [] Electrical El Mechanical E] PlutnbingE] Gas[] Roof [] Construction
Type: Occupancy Use: Total
SqFt of Bldg: in. Occupancy Load: # of Stories: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: YesEl NoEl # of Heads APPROVALS:
MMENT.
t
UTILITIES:
ZONING: ENGINEERING:
MM Fire
Alarm Permit: Yes [] NoE] WASTE
WATER: l3tJlLDlNG:_!:
k (_ __t tI,
2015 Permit Application
Application Number: 17-242
Project Description: Re -roof (Mod Bit)
Job Address: 1930 Maple Ave
PLAN REVIEW COMMENTS
Date: 01/30/2017
Contact Name: Lisa
Contact Email:
This is a general overview for code compliance in accordance with the miniaturn plan review required by the Florida Building Code. It is not a
complete detailed review, The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size fortnat as the original submittal — changes in letter farm are not permitted. All references to I"BC Chapter I are as
amended by City of Sanford ordinance viewable on our website at www,_sapd rdfl.gov. Provide ova copies o arectedp _ Ian sheets antFor
t be recce led without two co des:
1XII1311311111,211
1. Two copies of Florida Product Approval and corresponding installation instructions are required for the modified bitumen that will
be installed. Please do not submit product spec sheets firorn the manufacturer website. The installation instructions are found in the
Florida Product Approval. For products that include multiple systems, the exact system that will be used must be highlighted and that
page submitted for review (as the installation instructions).
FBC 107
Any error or canission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal
ordinances of this jurisdiction,
aL
Steve Fiorcy, CBO
Residential Plans Examiner
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: i'd Ul ()
I hereby name and appoint:
an agent -Ene
Name of (ompany) y
to be my lawful attorney -ire -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
TheAp cifjc permit and appli
Street Address)
Expiration Date for This Limited Power of Attorney:_
rLicenseHolderName: LAW
State License Number:
Signature of License (-folder:____ '
STATE OF FLO IDA
COUNTY 05,,K
at,
The foregoing instr me was a legged before me this(eiay of A-
20#j by who is onally known
to me or o who 1ss produc as identification
aln'dwho did (die( not) take an oath. JOHN
ACCOMMDO MY
COMMISSION # FF 922891 EXPIRES:
Cxtober 18,2019 Oft
W Bonded rhru Notmy Public Undewftrs ffm- - Print
or type name Notary
Public ® State of Commission
No. My
Commission Exprres:_
THIS INSWIFIREAT PREPARED BT:
Name: LISA KELLER
Address: 2312 CLARK ST. B-13
KP—OPKA, FL. 32703
11131111111111111 11111 Jill JillG'-4`,Nf 1`4MJY, `EPITNOLE
K E, -WT & U)NI"TROLLB
CLEFW', 6 Q P
F 06, Ily
Permit Number
Parcel ID Number. 36-19-30-521-0000-0300
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
LOT 30 1 ST ADD TO PINEHURST PS 5 PG 79
1930 MAPLE AVE, SANFO
2. GENERAL DESCRIPTION OF IMPROVEMENT:
REROOF
3. NER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT.
Name and address: FREDDY DE LA TORRE 1930 MAPLE AVE. SANFORD, FL, 32771
Interest in property: OWNER
Fee Simple Title Holder (if other than owner listed above) Name: N/A
Address: ---- — ------
4. CONTRACTOR: Name: JOHN KELLER ROOFING, INC Phone Number. 407-332-0345
Address: 2312 CLARK ST, B-13 APOPKA, FL, 32703
S. SURETY (if applicable, a copy of the payment bond is attached): Name: N/A
Address: ------ Amount of Bond:
6. LENDER: Name: N/A Phone Number: ------
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(l)(a)7., Florida Statutes.
Name: N/A Phone Number: -------- -
In addition, Owner designates of ----------
to receive a copy of the Lienor's Notice as provided in Section 713,13(l)(b), Florida Statutes. Phone number: ---------
9. Expiration Date of Notice of Commencement (The expiration is I year from date of recording unless a different date is specified)
12VA I I ;rM IMMINMARIMMM11 R9112 ""
M
EDDY DE LA TORRE/OWNER
Signature of 0 ssee, r owner's or Lessee's (Print Name and Provide Signatory's TrUe/Office)
ad Officer/Director/Partner/Manager)
State of County of
The foregoing i f 20I --
Wstrument was acknowledged before me this day a
moO ORbyWhoispersonallyknownto
ilarne of person Malti
oji;v pito Elizabeth Gonzales
Zlir State of Florida
W COMMISSION # FF 203314 . ..... . Notary StgnatuuEVires: Februaty 24, 2019
A
g
SCPA Parcel Vie 36-19-30- 21-OQQ ®03 0 Page 1 of c
r n rd Card Property
Address. 1930 dalAPIbE AVE s,^tNFO',Rs . F1, 32 , Parcel
Information Value Summary Parcel
36-19-30-521-0000-0300 Owner
DE LA TORRF FRFDDY & MORA LOURDES Valuation
Method Property
Address 1930 MAPLE AVE SANFORCD, FL 32771 Number
of Buildings Mailing
1930 MAPLE AVE SANFORD, FL 32771- Depreciated
Bldg Valr Subdivision
Name x ii°at., i ,, RS IS",'ADD wm ,.... .. ... .. ..,......
a...... Land
Value (Market) Tax
District S1-SANFORD Land
Value Ag DOR
Use Code 01-SINGLE FAMILY a ve4.S us .'3.k f''YLiEu,afta$-, Exemptions
Portability Adj Im
Save
Our Homes Adj Amendment
1 Adj P&
G Adj Assessed
Value Tax
Amon 2016,
yawry, Save
Our F Does
NOT INCLUDE Legal
Description LOT
ail 1
ST ADD TO PINEHURST Ply
5 PG 79 Tana
Taxing
Authority Assessment Value Exempt Value County
General Fund 52,024 Schools
52,024 City
Sanford 52,024 SJ (
Saint Johns Water Managements 52,024 County
Bonds 52,024 Sales
ltttp:
ldr ld 1. afl.orglIl r ulDetaillnt.b. x?PID=36193 52100000301 1 16/2201'
A Fully Licensed SIDDTc Certified
Roofing Company
PROPE RFYA€"DFDRE.SS
REMOVEE EXISTINGT'ING ]EO€D r'3N^wP C"T FOR WOOD EtOT
iF NAFt IDF'C INN PER CODE
V"INSTALL NEW UNDERLAYNIENT
SD N"T HE "t IC' l NFDEh L Aa NIEN`T
LDCDt FILE: F rA` EIR OFt. NDERL A MF'NT FOR IOW SLOPE
V,
L NE A PIPE;: F! ASHINCaS & XIT AU' T A F,NTS 1IE
FLASITIN(JS s. F.XH Ar ST A F N TS 1'0 BE, RAINTI' D E L.
A'' HIT GiS AND VENTS SI_'PP1. E D EPD" OTHERS m wINS'
T AT.1,N "F'6'rANGL L, F I,ASIII G WHERE RE EA E: MEETS 1200 LDE.:
C.'FA. (BEHIND FASCIA ]]I9:EIIIiiAL M1TT"VUM) I INSTALL
NEW
EAA'`EFMETAL: SIZECOLOW W . INSTALL L.. RJ,- e NVAI
ERSHIELD
FTI#1VJ,ID—_..A'rA1.1_T 1'`S ARE CLOSED CUT INST AI,1,1D]
N`
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TE;IL FLASHING I'S'UkI,,SSrC)E
NISKYL ICRTI`rS)SIZ S t.E a I. _....._
A' T`I 1. L.I
tI)L.'N fF,PD PLAS'UCEFDONIE. FACTORY dDRY SE ALFFID CURB &
PLEASHC' iDOME EAC_.T'cRFZi`FvE ALF'[>
fl"11W&GLAS TF7E>€EaOUBLEP.A4E.,) REU E T.ANTINCF 5.
15 A'LIYJMTS O WARRANTY INSTALL NEW ATTIC VE;N,
n AVIC9'vsys,I°E:CT VIINS IF=A1.I_ t '
I tDI1-RTiDaIE° A ""T"IC" 4'PF ['I."+ HNN 1 :Al ETF; RBINL
VENTS FOR LOW SLOPE INSTALL SHINGLE OVE'R ATTIC Rif)(
11EVENTS ON ENTIRERIDGE ( ) F 1 ,50YR-1
C0%1I'll TESTED INSTALL YIE M, ATTWRID6EVENTS TS F,
E INSTALL Proud ADc•„ betPhone:407-332-
0345
Fax: 07- 32-02 3 LDLTnkeller (cr
cfl, r:com www.jTDL
nkellerroofi g.cDDni TD,ATF
FAX," iR?W ARC HI
EC"T'
UR,
41,1 `T.ALL SHINGLES SHINGLE COLOWINSTALL rALL. ARAA' `tIE TATE
PANEL ROOF' ULTRA
RIEDPANF I, 1Nsrm,,t,(;RANU1LATED MODIFIED
BITUMEN LO SL OPE
SYSTEM COLD PROCESS ISIOP
DCFDAAN . MODIFIED COLOR ROTTEN WOOD
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A S;
EPA TI_,:ArE RcA1T OF S,5 51P PER LINEAL F
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DEAR J ARCDSANPD NON-STANDARD PLYWOOD, PRIDPP;RrlDAANERISFIFEFF
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L AFICD RAND MATERIALS E;L I AL S I ACCORDANCE D.AN`C WITH ABOVE SPECIE`IC A,I"IONS FOR r F ..AAIOUN1°CDF C .._.._ . _ _._ DOLLARSS ) E.. ,.. i,<
F) IFDEPOSIf' RFFQUIRECD, PAYMENTIS iDE:'C° INF (
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BALANCE LDUT IN ELILlC.TON C EDR'II LE1 0N. AC( F,' 1C1.1'v::1 Terie=9°SCWi tt
RL ESttkQt1RH)FORMA FFRIR.C.€N* R AC T+JRAND CON ORS.ACFNv ARFN'0F'RQ'*.}sP3°e,<IBLK FOR DAMAGES t DRIVE V, 0 S, i,F(W4ASYLK. oR ¢ OuN(
iS.+dwNER AS.MAIFSAid Rf ;Ft''R'!HH e f v FOR HIDDEN Ct.}f6F5I'1` ONO (V Ah'E'R, E.i r( iRIC'AL, a C'LiVI-L.. Eit'.1OR R LAN 1) D ,10 AGES, 0i',ERESA)'aMSONiND1`FtNDL,N'f Ai 7 SC5NSKE iAEv ANxNIM'
IX¢ ON' 'R.Ai'D`Ofk%W'IiA COPY Of HNDINGS Ik.L ii,'V}kMAIF4€aA1,S ARE F'9'C£}PERF)fdF JOHN K 4.LFR Ri`.'AX-NX CNN .atioPER,?CWXV1 R,. ,Ht;`R.4dRVFtRL-, WRNADO,
AND 01 HER 'NU tAS;ARY dN'+i.P'C ANC :.RiNFi)CONTRACTS NQ!FULFHA- r)BY AR.f7PI U_% 01ANFRkS) A RF SF lU i i 10 A Fk t , Ql A its
WwaOF C.ON Hl.DCI VA t UL, 4,7 { INVOk Fw Si BJEC S' CR R`.'d NSF', k=*`CURRED 6N CO [ FCTIC,N TO PACLt €Wt tQ I NOT t.IMH Ell IOAti FY)K O, Y`'; Fi FS. A1WOI'S NO] RFNJ)PBCY:S, INACCORDANCF)XI I H(I)
N BRAC'i ,A t li2EUNIEN t SRss;UHJFCt`T0A FINANCECHARGE 'I ^".,;HRMONtH AC"C '.P'I',,ANC:'I".L FPR(,)POD*,AL: - f`FEE .
ABOVf'.PRIC'E: SPtFi`iF°I(' AI'I&9NSANI)C.".C?NDI'CIEiN`wAREiSA,FISEk A("f'O[tt'rA €DEARL:ITk'' ZFBS'A('C EP'TI" D. y'C'iU ARE AUTHORIZED ORtd..ED T 1) ID .T HF:.. WORK
AND PA1''1MEN„I, WILLBE M^'AF.DF'. AS T„DUT L, INF'.FD ABOVE,
W11=1N InL%1&WT=WWTR alI I'M
Eicls Home Log In User Registration Hot Topics Submit Surcharge Stato a Facts Publications FBC Staff 8CIS Site Map Links Search
Product Approvaldb'or (A USER" Public User
ftrOjigr gr Application SeAttil A)Qsltio_L_Lfat > Application Detail
FL #
Application Type
Code Version
Application Status
Product Manufacturer
Address/Phone/Email
FL2533-R16
Revision
2014
Approved
5ANEQBQf=jXNGMy1%QN
A PERMT ISSUED SHALL BE CONSTF,"WED 1`0 BE ALICENSETOPROCEEDWITHTHEWORKANDMIYTAS
AUTO ORffY TO WOLUE, CANCEL, ALTER OR z&,
ASIDE ANY OF THE PROV00NS OF THE TEC,'FINICAL
CODES, NOR SHALL OSUANCE OF A PERMIT PREVEN-rTHEBUILDINGOFFICIALFROMUTHEREAFTERRFENS,QUIRlING A CORRECTION OF ERFlORS N P -A
CON&TRUGTiON OR VtOUMONS OF THIS CODE
CertainTeed Corporation -Roofing
18 Moores Road
Malvern, PA 19355
610) 651-5847
niark.d.tiarner@saint-gobain.com
Authorized Signature Mark Harrier
mark.d,harner@saint-gobain.co %,-N1f"-WED f,,oH GODE COMPLIANCE
Technical Representative Mark D, Flarner PLANS EXAWNERAddress/Phone/Ernall 18 Moores Road
Malvern, PA 19355
610) 651-5847 OATF
Mark,D,Harner@saint-.gobain.com
Quality Assurance Representative
Address/Phone/Emall
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
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Roofing
Modified Bitumen Roof System
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
PE-59166
UL LLC
07/03/2017
John W. Knezevich, PE
V Validation Checklist - Hardcopy Received
slanAard
ASTM D6162
ASTM D6163
ASTM D6164
ASTM D6222
ASTM D6509
FM 4470
FM 4474
2,
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/04/2016
Date Validated 02/15/2016
Date Pending FBC Approval 02/16/2016
Date Approved 04/12/2016
FL # Model, Number or Name Description0 _ 0' or m Description
t tic Is Iturn2533,1 Flintla;stic Modified Biturned
oModified
Bitumen Roof Systems of
Systems St., Model,
Systems
Limits
of Use Approved
for use In HVHZ: No Approved
for use outside HVHZ.* Yes Impact
Resistant: N/A Design
Pressure: +N/A/-630 Use.
2.) The design pressure noted in this application
relates to one specific system. Refer
to the ER Appendix for all systems and max
design pressures, Installation
Instructions MLIPUT—
El Verified
By: Robert Nierridners, PE PE-59166 Created
by Independent Third Party: Yes Evaluation
Reports Created
by Independent Third Party: Yes son=
C9_
r,_tS_ct_!J_s :: phSjbL'_y_50_-A!7LA2_4 The
State of Florida is an AA/FEC) employer. Co orida :Eciyachf jtde, 1ITfTj::&qM% 'RY-5 rifyinit ! Refund algrintar py _j_fL_ — - -11 edDh ey Is — __§L — Under
Florida law, email addresses are public records. If you do not want your e-mail w1dressreleased 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 provole the Departavant with an email address if they
have one. The smarts provided may be, used for official communication with the licensee. However email addresses are public record. If you do not wish to supply
a Personal address, please provide the Department with an small address which can be made available to the public. To determine if you are a licensee under Charter
455, F,S., please click IrCrg_ product
Approval Acceials, ON
W Fq E EMMEM
Table Deck Application Type Description Page
lA Wood New or Reroof (Tear -Off) A-2 Mech, Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6
115 Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 7
1C Wood New, Reroof (Tear -Off) or Recover C Mech, Attached Insulation, Bonded Roof Cover 8-9
SD Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mach, Attached Base Sheet, Bonded Roof Cover 10-12
1E-1 Wood New, Reroof (Tear -Off) E Non -insulated, Mech, Attached Base Sheet, Bonded Roaf Cover 13-15
1E-2 Wood New, Reroof (Tear -Off) or Recover E Non -insulated, Mech, Attached Base Sheet, Bonded Roof Cover 16-17
1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 17
2A Steel or Cons. New, Reroof (Tear -Off) or Recover B Lech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 18-20
2B Steel or Cons. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 21-25
2C Steel or Cons. New, Reroof (Tear -off) or Recover D Prelim, Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 26-28
3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 29-36
3B Concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 37
3C Concrete New or Reroof (Tear -Off) F Non -insulated, Bonded Roof Cover 37
4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 38-39
4B LWIC New or Reroof (Tear -Off) A-2 Mech, Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 40
4C LWIC New, Reroof (Tear -Oft) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 41-44
5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 45
5B CWF New or Reroof (Tear -Off) A-2 Mech, Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 46
5C CWF New, Reroof (Tear -Off) or Recover C Mech. Attached insulation, Bonded Roof Cover 46
5D CWF New, Reroof (Tear -Off) E Non -Insulated, Mech, Attached Base Sheet, Bonded hoof Cover 47
6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 48-49
6B Gypsum Reroof (Tear -Off) A-2 Mech, Attached Anchor Sheet, Bonded insulation, Bonded Roof Cover 50
6C Gypsum Reroof (Tear -Off) C Mech. Attached insulation, Bonded Roof Cover 50
6D Gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 51
7A Various Recover A-1 Bonded Insulation, Bonded Roo# Cover 52-58
7B Various Recover F Non -Insulated, Bonded Roof Cover 58
The following notes aply to the systems outlined herein;
1. The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHl. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
2, Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:.
Wood Deck: ONIG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in, Galvalurne Steel Plate, Dekfast #14 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3"
Metal insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0,75-inch plywood penetration or minimum 1-inch wood plank embedment.
Steel Deck: OMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 3 in. Galvalume Steel Plate, Dekfast #12 or #14 with Hex Plate or 3" Round
Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or FlintFast #12 or #14 Fastener with FlintFast 3" Insulation Plates, Minimum 0,75-inch steel penetration and
engage the top flute of the steel deck.
Concrete Deck: OMG #14 Roofgrip with Recessed or Flat Bottom Plate Accutrac), OMG HD or CD-10 with CMG 3 in, Galvalume Steel Plate, Dekfast #14 or DekSpike with Hex Plate or 3" Round
Insulation Plate, Trufast HD or CF with Trufast 3" Metal insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 1-inch embedment. Fasteners installed
with a pilot hole in accordance with the fastener manufacturer's published installation instructions.
Exterior Research and Design, LLC. d/b/a Trinity l ERD Evaluation Report 3520.03,04-R17 for FL2533-R16
Certificate of Authorization #9503 Revision 17: 02/04/2016
Prepared by: Robert Nie€ninen, PE-59166 Appendix 1, Page 1 of 58
TRINITY ERD'
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, GlasRoc Roof Board or gypsum -based roof board that.
meets the CLA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505,1 and, for foam plastic, FBC 2603.4.1 or 2603.8, when installed with the roof cover.
4. Minimum 200 psi, minimum 2-inch 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.
Hot asphalt (HA). Full coverage at 25-30 lbs/square
Ashland Pliodeck (A-PD): Continuous 0,75 inch wide ribbons, 12-inch o.c. Ribbons ofsubsequent layers shall be perpendicular to those in the layer below,
o Dow Insta-Still (D-IS): Continuous 0.75 to 1 inch wide ribbons, 12-inch o,c,
Dow Spray-N-Grip (D-SG): Full coverage
o Millennium One Step Foarnable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
Millennium PG-1 Pump Grade Adhesive (M-PGI): Continuous 0,5 to 0.75-inch wide ribbons, 12-inch o.c.
OMG OlyBond 500 or OlyBond Green (OB500): Continuous 0.75-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot)
3M CR-20: Continuous 2,5 to 3-inch wide ribbons, 12-inch o.c. (Note: TITESET may be used where CR-20 is referenced),
Note: When multiple layersfs) of insulation andlor coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance ofone-holifthe 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,
Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocya nu rate 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:
P, Ashland Pliodeck (A-PD) @ 12-inch o.c. MDP 105:0 psf Min, 1.0-inch)
Ashland Pliodeck (A-PD) @ 6-inch o.c, MDR 277,5 psf Min. 1.0-inch)
Dow Insta-Stile (D-15): MDP 120,0 psf Min. 1.0-inch)
Millennium One Step Foamable Adhesive (M-OSFA): MDP 157,5 psf Min. 1.0-inch)
Millennium PG-1 Pump Grade Adhesive (M-PG1): MDP 1575 psf Min. 1.0-inch)
OMG OlyBond 500 (CB500): MDP 45.0 psf Min, 0.5-inch Multi -Max FA3)
CMG OlyBond 500 (013500): MDP 187.5 psf Min, 05-inch ISO 95+ GLI
CIVIG OlyBond 500 (08500): MDP 315.0 psf Min. 0.5-inch ENRGY 3)
OMG OlyBond 500 (013500). MDP 487,5 psf Min, 0.5-inch ACFoam 11)
3M CR-20: MDP 117,5 psf Min, 1,0-inch)
7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
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 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.
Exterior Research and Design, LLC, d/b/a Trinity I ERD Evaluation Report 3520,03.04-1117 for FL2533-RI6
Certificate of Authorization #9503 Revision 17: 02/04/2016
Prepared by: Robert Nienninen, PE-59166 Appendix 1, Page 2 of 58
TRINITY ERD
11. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected
adhesive, and the existing roof system (for recover) 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, 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,
Reference Layer Material Application
BP -AA Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20
Base and Ply sheets, Asphalt- Hot asphalt at 20-40 lbs/square
Applied) Ply Flintglas Ply Sheet Type IV; Flintglas Premium Ply Sheet Type VI
BP-AA2 Hot asphalt in 24-inch diameter spots in 30-
Base, Spot -Asphalt -Applied) Base Yosemite Venting Base inch grid pattern
BP-AA3 Hot asphalt in 9-inch diameter spots in grid
Base, Spot -Asphalt -Applied}
Base Yosemite Venting Base pattern noted herein,
BP-AA4 Hot asphalt in 9-inch wide ribbons spaced
Base, Strip -Asphalt -Applied)
Base Yosemite Venting Base as noted herein,
BP-CA2 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Henry #903 Adhesive at 1.5 gal/square
BP-CA3 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Millennium Hurricane Force Membrane
Adhesive, beads spaced 6-inch o,c,
Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
SBS-AA Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
SBS, Asphalt -Applied) Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FIR Cap 30 CoolStar; Flintlastic FR Dual Hot asphalt at 20-40 lbs/square
Cap Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar;
Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GIVIS; Flintlastic Premium GMS CoolStar
Base Flintlastic Base 20; Flintlastic Poly EMS Base; Flintlastic Ultra Poly SMS Base
SBS-CA1 Note: Base ply cures overnight prior to application of the cap ply, FlintBond Brush or Karnak No, 81 Cold
Process Modified Bitumen Adhesive Brush
SBS, Cold -Applied) Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Grade at 1 gal/squareCapFlintlasticPremiumFR-P; Flintlastic Premium FR-P CoolStar
r- Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS BaseSBS-CA2
SBS, Cold -Applied) Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar, Flintlastic FR Dual Henry #903 Adhesive at 1,5 gal/square,
Cap Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar;
Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar
Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
SBS-CA3 Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Millennium Hurricane Force Membrane
SBS, Cold -Applied) Flintlastic Cap 30; Flintlastic Cap 30 Cool5tar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Adhesive, beads spaced 6-inch o,c,
Cap Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar;
Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar
Exterior Research and Design, LLC, d/b/a Trinity) I ERD Evaluation Report 3520.03.04-R17 for FL2533-1116
Certificate of Authorization #9503 Revision 17: 02/04/2016
Prepared by. Robert Nierninen, PE-59166 Appendix 1, Page 3 of 58
TRINITY ERD
12111121112121111 - mzif
Reference Layer Material Application
Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T
SBS-TA Ply Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T Torch -Applied
SSS, Torch -Applied) Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar; Flintlastic GTS-FR; Cap Flintlastic GTS-FR CoolStar; FlintClad
Base Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus
APP-TA
APP, Torch -Applied) Cap Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStan Flintlastic GTA-FR; Flintlastic GTA-FR Torch -Applied
COOIStar
SBS-SA-H
SBS, Self -Adhering, Hybrid Base/Ply Black Diamond Base Sheet; Flintlastic Ultra Glass SA Self -Adhering
Systems)
Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply
SBS-SA
Ply Flintlastic SA PlyBase; Flintlastic SA Mid Ply Self -AdheringSBS, Self -Adhering)
Cap Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar
14, Insulation is optional for Recover or Concrete Deck Applications using System Type D (Mechanically Attached Base Sheet, Bonded Roof Cover).
15, "MDP" =Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report 3520.03,04-1117 for FL2533-R16
Certificate of Authorization #9503 Revision 17: 02/04/2016
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 4 of 58
TRINITY ERD
TABLE 1E-1. WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED RASE SHEET, BONDED ROOF COVER
System €ieck Base Sheet CRoofover
MDP (psf)
No, (See Note 1} Base Fasteners Attach Ply Cap
LsFlE Y eEE 5*''
i
w-48 Min. 15/32-inch plywood at max Flintlastic SA NailBase Min. 1-inch long, 12 gal 6-inch o.c. at min. 2-inch lap and 6-inch o.c,
in four, equally spaced, staggered center
Optional} SBS- SBS-SA -52.5
24-inch spans Simplex Metal Ca Nailspp SA
rows
32 ga., 1-5/8-inch dial tin 8-inch o,c. at min. 2-inch lap and 8-inch o.c. SBS-
49 Min. 19/32-inch plywood at max, Flintlastic SA NailBase caps with 11 ga. annular in three, equally spaced, staggered center SAptional} SBS-SA -52,5
24-inch spans ring shank nails rows
32 ga„ 1-5/8-inch dia. tin 8-inch o.c, at min. 2-inch lap and 8-inch ails.
SOptional}SBS
W 50 Min, 19/32-inch plywood at max. Flintlastic SA NailBase caps with 11 ga. annular in three, equally spaced, staggered center SBS-SA 60,0
24-inch spans ring shank nails rows
32 ga., 1-5/8-inch dia. tin32 6-inch o.c. at min. 2-inch lap and 6-inch o.c. O tiona! SB5-
51 Min. 19/32-inch plywood at max SA NailBase caps with 11 ga. annular in four, equally spaced, staggered center SA 585-SA -75.0
24-inch spans ring shank nails rows
32 ga., 1-5/8-inch dia, tin 4-inch o,c. at min, 2-inch lap and 4-inch o,c, Optional) SBS-
w-52 Min, 19J32-inch plywood at max Flintlastic SA NailBase caps with 11 ga. annular in four, equally spaced, staggered center SA
SBS-SA -105.0
24 insh spans ring shank nails rows
EHy ivo, Sy , ' S`
Min. 19/32-inch exterior grade
lasbase; Flexiglas; Flintlastic
Base 20; All weather / Empire 32 ga., 1-5/8-inch dia. tin 9-inch o.c. at 4-inch lap and 12-inch o.c. in SBS-SA-H SBS-AA, SBS-TA 45.0w53plywoodatmax. 24-inch spans Base; Poly EMS Base; ultra Poly
caps with 11 ga. annular
ring shank nails two, equally spaced, staggered center rows or APP-TA
SMS Base
Glasbase; Flexiglas; Flintlastic
Min, 15/32-inch plywood at max Base 20; All weather / Empire Min. 1-inch long, 12 ga. 6-'inch o.c, at 3-inch lap and 6-inch o.c. in SBS-SA-H SBS-AA, SBS-TA 52.5424-inch spans Base; Poly SMS Base; Ultra Poly Simplex Metal Cap Nails four, equally spaced, staggered center rows or APP-TA
SMS Base
Mtn, 19/32-inch plywood at max
Glasbase; Flexiglas; Flintlastic
Base 20; Poly SMS Base; Ultra
32 ga., 1-5/8-inch dia. tin
caps with 11 ga, annular
8-inch o:c, at 4-inch la and 8-inch o.c. inp SBS-SA-N
SBS-AA, SBS-TA 52.5w-55 24-inch Spans poly SMS Base ring shank nails three, equally Spaced, staggered center rows or APP-TA
woodywood at rnaX19(32-inch ply
Glasbase; Flexiglas; Flintlastic
Base 20; Poly SMS Base; Ultra
32 ga., 1-5/8-inch dia. tin
caps with 11 ga. annular
8-inch o.c. at 4-inch la and 8-inch o,c. inp SBS-SA-H SBS-TA lSBS- 60.0w_56 24 inch spans poly SMS Base ring shank nails three, equally spaced, staggered center rowsqYp , gg or APP-TA
Min. 19%32-inch plywood at max
Glasbase; Flexiglas; Flintlastic
Base 20; Poly SMS Base; Ultra
32 ga., 1-5/8-inch dia. tin
caps with 11 go, annular
6-inch o,c. at 4 inch la and 6-inch o.c. inp SBS-SA-N SBS SBS-TA 82.5W-57 24-inch spans Poly SMS Base ring shank nails four, equally spaced, staggered center rows9yP or APP-TA
Exterior Research and Design, LLC. d/b/a Trinity'; ERi1 Evaluation Report 3520,03.04-1117 for FL2533-R16
Certificate of Authorization #9503 Revision 17: 02/04/2016
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 13 of 58
CITY OF SANFORD BUILDING SERVICES
Residential Re -Roof
num*cane Mitigation Inspection Affidavit
Permit it:
hereby acknowledge that I personally inspected
at and have detemoned that the work
Job Site Address)
was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.
I certify that my statements herein are true and accurate to the best of my belief and that I fully
understand that making any false statements in writing with the intent to mislead a public servant in the
performance of his or her official duty shall constitute a misdemeanor of the second degree pursuant to
Section 837.06 F.S.
Signature to actor
h
Printed Name of Contractor
Date
C C"'i C
License
License Type: 0 General 0 Building 0 Residential 0 Roofing Contractor
0 or any individual certified in accordance with F.S. 468 to make such an inspection.
STATE OF FLORIDA COUNTY OF k--4,
Sworn to or affirmed) and subscribed before inPeis !--- byyfuhoisXcore
atl<nowoms D Produced (type of identl 1
as identification. SEAL) Si
t
o , btary Public State of
Florida Paura t/
Type/Starnp Name of Notary
Public 5 01
9