HomeMy WebLinkAbout2405 Sanford AveJUN 0 9 CITY OF SANFORD
�Y-0 BUILDING & FIRE PREVENTION
PERMIT APPLICATION
y
Application No: ( (D
Documented Construction Value: S
Job Address: y 05 Scan rot( A Lw--�„I;',r , 32 -7-7-1 Historic District: Yes ❑ No
Parcel ID: Residential 0"Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration ET Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: CernU L* VePQ ooF uSitna f6phclk S h ngkc. X Mo il:,c—
Plan Review Contact Person: it `ntec' —Title: r-pr1rc,G1-o r
Phone: iAP-542 31:(>9 Fax: Email: IVIK'Inru3 �Sunri'&e �moFri'►+c �"�
Property Owner Information
Name A)44x h T7o_a Phone: Ar
Street: I Satter fI- 32405) Resident ofroe io
P P may'•
City, State Zip:
Contractor Information
Name JtA&ria `r Iota S Phone: VL 54 2 ?CO
Street: IL.•.•y�g 121 -, S 1-e 111 K Fax:
City, State Zip: bU t'i_-&6 FL 3 2 L State License No.: C CC L 50
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE 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 permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit most be secured for electrical work, plumbing, signs, wells. pools,
furnaces, boilers, beaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be Inscribed with the date of application and the code In effect as of that date: 51a Edition (2014) Florida Building Code
Revised: lune 30, 2015 Permit Application
NOTICE: 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 of the property of the requirements of Florida Lien Law, FS 713.
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 ICC 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 of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
SZ3 i4
Signature of ovmer/Agent Date
Print Owner/Agent's Name
bjjw
signature of Contractor/Agent 9.1 Dat
16 GV.GYI _ /.lM'J r_
Print Contractor/Agent's Name j
1 r/1 � " V 1 , 9
Notary Public • state of Florlilat
KAREI ;FF940819
conanlssbn I FF 90019
Notary Public • Florida COMM. Expires Dec 2.2019
commission "'t' �a tbro* Nubnrl
Noisy btu.
My comm. Exptn2.2019
Me or Contractor/Agent is Personally Known to Me or
Produced ID Type oProduced ID J/ Type of ID '
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas[] Roof ❑
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
# of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads
APPROVALS: ZONING: UTILITIES:
ENGINEERING: FIRE:
COMMENTS:
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING: V (-149•t(P
Revised: June 30. 201 S Permit Application
11
.`t � 3 -
7.+
Parml Information
Property Record Card
Parcel: 31.19.31.617.0000.0040
Owner: HOOD NATHAN 6 ROBERTA
Property Addross: 2405 SANFORD AVE SANFORD. FL 327714431
r�
r
Seminole County GIS
Value Summary
Tax Amount without SOH: S46S.00
2015 Tex Bill Amount $437.00
Tax Estlmato
Save Our Homes Savings: $28.00
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT4
SOUTH PARK SANFORD
PB 3 PG 62
2016 Working
Values
2015 Certified
Values
Valuation Method
Cost/1012*et
CostiMarket
Number of Buildings
1
1
Depreciated Bldg Value
I S51 226 1$49,794
Depredated EXFT Value
lend Value (Market)
Lend Volvo Ag
15400
159,766
I
0$400 -
I
1usVMarkel Value ••
1561,394
$59.962 Jj
Portability Adj
I
Exempt Values
Save Our Homes Adj
ISO
1$3.630
Amendment 1 Adj
P&G Adj
$O
SO
IS61,394ISS6.332
- -
so
-
Assessed Value
Tax Amount without SOH: S46S.00
2015 Tex Bill Amount $437.00
Tax Estlmato
Save Our Homes Savings: $28.00
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT4
SOUTH PARK SANFORD
PB 3 PG 62
—
--
Tues
Taxing Authority
Assessment Value
Exempt Values
Taxable Value
County General Fund
$61.394
SO
561.394
Schools
$61.390
SO
$O � _ -- -
SO
561.394 t
$61.394
$61.394
561.394
City Sanford
$61.39410
SJWM(Saint Johns Water Management) —
$61.394
County Bonds
$61.394
Sales
Description
Data
Book
Page Amount
Oualified I Vadlmp
SPECIAL WARRANTY DEED
4/1/!016
O887B
12@4
4
$65.500
$100
No Improved
No Improved
CERTIFICATE OF TITLE 3/1/1016 4$ 2
Find Comparable Salos
Land
Method
Frontage
Depth
units
Units Price
Land Value
--
FRONT FOOT 6 DEPTH
55.00
133.00
0
$185.00
S9.768
8uilding Infofmadon
ni irk
q Description Year Built Fixtures
AeWaliEtfeelive
Bed Beth Base Area
Total SF Living SF Ext Well
Adj Value
Ropl Value Appondagos
1 SINGLE 1971 I 5
2
].�
1.025
1.473
1.025
( CONC
$51.226
-- _
566.301 ! Desa+pbon
Area
II
Mp,.f'V in orgiPa odDefeillydoAsp0 MD=31193151700000040
SUNRISE
ROOFING SERVICES
ROOFING SPECIALISTS e e
SERVING CENTRAL FLORIDA
SAL
P42" above s%PectOlion.S
Office 407542-3609 • Direct 321-695-7093
1734 Kennedy Point• Surto 1116 •Oviedo. FL 32765 i—
aunriseroofingserviceslQgmail.com V1 r
www.sunrfseroofingservice.com R. , —I
Faro• Sate tuan•••t7Vne 100% FINANCING AVAILABLE
3POF TEAR -OFF:
Layer SNngtes ❑ 2 Layers Shinglesmgle Ply Flat Roof ❑ Gravel Roof
Felt Underlayment ❑ Omer
VOD PAIR:
Roof Deck for Damage Wood
Entire Roof Deck Up -To Codesheathing replaced at $ aS nn per sheet
scia and any other wood boards) win be replaced et
i _ , nn per linear foot. Cwtomer Initbb
Other 1st. 2 plywood Included.
Fl,^T ROOF SYSTEM �/
1$ Torch Down Single Py g 7S lbs. Fiberglass UndeAayrnent
Cold System: ❑ Sen Adhered Modified Bitumen Roofing system
❑ Peel a SWX Underlayment ❑ Fiberglass Reirdorced Feb
TAPERED SYSTEM
O ISO Cold PWyisocyamrrate Roof Insyytation
❑ ISO Plus Composite Poyis"nurale i Partite Rod Insulation `
-"JIW ROOF FLAWNGS
10 16' Flashing on: N Roof Valby(e) IfFtat Rod Pitch Che
Ory. Plumbing Boole Replaced:
Gooseneck Vents: 4'_ 6- _ t0' Color:
Boot Guards Color
W GALVANIZED DRIP EDGE
_UW
Face Installed around entire perimeter d roof - V
O Olhar Color:
SEAMLESS ALUMINUM GUTTERS if
O Included. i ylinear 11.13 a ea. Dowrnpoul
❑ ft. of gubers to be Irdbalbd Downspouts.
ROOF VENTILATION i I L-.. -"-4 p
num Ridge Vent _ It. Cola:
Sallied Shingle over Ridge Vent 4_ If.
❑ 011 -ridge Veni(s): 41L Oy: _ COW
6.111. Olin Colo► I" .... s
POWER VENT: r
❑ Electric Egmst Fen: Oy Price: S
Solar Powered Fan: ON: Price: S
CHMNEYAREA: (Electrical work not induded,)
New flashing 13 Replace existing fritting N needed.
Build Chimney Criast - Pfte: 6
Remove Chimney - Price: S
-LIGHTS: t 's
NewjE] Reuse Existing —
2x2 V Price: S 2x4 Price: i
Other. Pnce:s
Tempe of Skylight'
Ter
Flashing ❑ Curb Mounted
❑ Insulated Glass ❑ Polycarbonate Dome
New Skylight installations include interior work; wood frame,
dry wall, paint and tabor. Labor charge: S
SOLAR TUNNEL
❑ 11r Price: i ❑ 14' Price: s
O 2r Price. s
SILVER PACKAGE
a -Nail Rod Deck Up -To Code
orch Down Single Pty
7S lbs. F ass Undenayment
Cola Sysbm: So" Adhered Modified Bitumen Racing Syelem
❑ Peel d Stick Underayment ❑ Fiberglass Reinforced FOR
Manufacturer. CertainTeed
y Yrs Workmanship 12 Yrs Manufeelures Wananry
style: Flin lastic
5
GOLD PACKAGE
�JRe Nes Rod Dock Up -To Code ❑ 30 ft. UL Fell Paper
# =rgtass Reinforced Feb —
ti 'tar synthetic underiayment
osowi�g
ale; VroP
'.
fthen & Bath Vents ❑ Chimney +�
Fskylights ❑Low Slope ❑ Wall Flashing
Manufacturer, CertainTeed
' 5 Yrs Workmanship LT Yrs Menutectures Warranty
Style: Landmark'` _ .--
C
0,177.00
DIAMOND PACKAGE
r •B
Re-NeD Roof Deck Up -To Code
Waterproof / Peel d Stick
Entire roof deck will be protected by a peel 6 slick weatherproof
undeftyment. This process will completely seal your roof against
the elements.
Manufacturer.
Yrs Workmanship Yrs Manufactures Warranty
Style:
BUILDING P MITS
❑ County IN Color
NOME OWNERS ASSOCIATION REQUIREMENTS? $
Oyes 0NoContW. Customer will advise
ADDITIONAL NOTES: TV antenna n _edc to he r _mnv __ -We Will not plara hack_ Price inrlllrleS ckTight.
SUNRISE ROOFING SERVICES will dean roof debris from gutters in eddi W to magnetically sweep entre perimeter d job sae. Allrooting debrb will be hauled away end is
included as pan Glow service. Asmatenabereguarenteedasspeafied. Wewill obtain eDcity 000untyPermits necessary for 00Mn klronofftjob. Asworlkwnsbeurompteted
etxordng to standard wolfing predicee and current budtbrg codes. Any altembon of deviation loom above specifications iwohirg extra costs will be executed only upon written
order and well become an extra doge dere am and above stn agreement. Any baks occurring during ft wanenly period will be repaired wow written warrent' Thts propmo
maybewrdprawnbyusdnotaoceptedwshln 30 days.
Acceptance of Proposal: The above specifications, prices and conditions are satafactory ON are hereby accepted. You are sirtlVIM to do the work as ap sofied.
Payment vrD De made es outlined harem. fl payment a meds a credit card. there will to a 2% incWhierill added to the tolal sum of the balance due.
We have Chosen Roofing Package: IN SILVER PACKAGE Iff GOLD PACKAGE ❑ DIAMOND PACKAGE
a r•I•T% f e • C� • e _ -
Armor red Srgntaldre 09 / SUNRISE ROOFING SERVICES Data
THIS INSTRUMENT PREPARED BY:
Name: Keven_M_ endez_Svnrlse Roonno Services
Address: 'rr. nmurtivy rt, JumOI 110
>S�E
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
11AR YAMIIE 110RSE r 51:1111101.1 1`01.111'f Y
CIERI; OF C)hCUIl C.nui) (' C01-11-YROLLER
Bit 3699 Pe 621 (11`3s)
CLERK'S 2016056984
RECORDED 06/!1:/2016 111:28:36 fill
Cl CORDIIIG FEES 1.10,80
RECORDED BY
Permit Number: �. l D'- l Parcel ID Number: 31-19"31-517-000"0040
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 b provided in this Notice of Commencement.
QEgTIPIION GF. PRDPFJ y§(Leoal6'AVllon o(tbeJtlpptny and street address if evallable)
G
16UNMERAL t]ESCRIII' ILIDJMPROVEMENT:
OWNER INFORMATION:
Name: NATHAN HOOD
Address: 1400 SCEPTER CT NE PALM BAY. FL 32905
Fee Simple Title Holder (if other than owner) Name:
Address:
CONTRACTOR:
Name: MARIA FLORES
Address: 1734 KENNEDY POINT, SUITE 1118, OVIEDO. FL 32765
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
Address:
In addition to himself, Owner Designates
To receive a copy of the Lierlor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Dote of Notice of Commencement (The expiration date Is / year from date of recording unless a
different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of per) uryr I declare that I have read the foregoing and that the facts stated In It are true
to thebf�my owisd s ellef. �....,
i;" -.^�'' 1ttr
NATHAN HOOD �'3: ►F
r
Owners Stgnouro Owners Printed Nano
q v,
F bods Statute 713.13(1 Ns)• ' the owner musl Sign Ins nice or commencementono no ons else may to W nmxso to sign in ms or nor asst.' �'S4o+�. L+i<7:'��
to
Stateof E1,4 ttic. Countyof ,at•T6/rltlll/i+
0
The foregoing Instrument was acknowledged before me this _i day of ��i. 20 It, a
z cc
by til tf 1 ✓1 Y'lt rY' Who Is personally known to me ❑ 7d O
Name or person mtlblg stetanent �c u„ OO
w
OR who has produced Identification QYtype of Identification produced: FL .I l tl-y t' i l (_•Y f % e1 C D
W � O
"Aft 11,0111Z o (�
"fir Pubk • o of Fbrlds � ~ o
It
ca"Welba 0 FF 910619 signature °Y` —2
my Comm. Eapin/ 9/c 2.2019 v
9ofdl0 Urls� ((gl/fltl NllrY bla.
fa
0
CV
Cq
O
Z'
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: s
I hereby name and appoint: It,UIPh
an agent of:_ suviris- Y1ooenc!5 51C4,v ra'
( of Comp -y)
to be my lawful attorney-in-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):
The specific permit and application for work located at:
2405 �ti1?o�� Aue,�.n�,FL_3�1
(saes Addre.)
Expiration Date for This Limited Power of Attorney: 5)'1-312.0 1
License Holder Name: mr'r a Flom s
State License Number: t(f l a q-2]
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF * 4,
The foregoing instrument was acknowledged before me this qday ofG
200_L(c,_, by Mr.rl& frig# es who is o personally known
to me or -m who has produced FL Dr; PNS I _; r F+'Ico as
identification and who did (did not) take an oath.
(Notary Seal)
KMEL 1'WZ
N"y vuMk - 9t a o1 Hate.
• Commmme • FF 910019
• my co. Eiplm Due 2.2019
BVM onto NOW *Wy Alto.
(tev.08.12)
14amp � i
Signature
Karrl
Print or type name
Notary Public -State of Rbrfolc#
Commission No. FF !jq nG y
My Commission Expires: oe-r- _7,,d2019
RECORD COPY
rRANO p(d SCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats S Fane
BusinesProdu^
Professi g =al 0USER: PutbnAUper
proval
Regulation
Product ADDroval Menu > Product or Application Search > Application Us t > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
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
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL2533-R16
Revision
2014
Approved
❑c
Page 1 of 2
r®
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SANFORD BUILDING /7IVICInw
A PERMIT 196UED SHALL BE CONSTRUED TO E A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS.
CONSTRUCTION OR VIOLATIONS OF THIS CODE
CertainTeed Corporation -Roofing
18 Moores Road
Malvern, PA 19355
(610) 651-5847
mark.d.harner@saint-gobain.com
Mark Harrier
mark.d.harner@saint-gobain.com
Mark D. Harrier
18 Moores Road
Malvern, PA 19355
(610) 651-5847
Mark.D.Harner@saint-gobain.com
Roofing
Modified Bitumen Roof System
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
DATE
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report - Hardcopy Received
Year
ASTM D6162
wll_o,Nc
ASTM D6163
2000
Robert Nieminen
2005
ASTM D6222
SANFORD
PE -59166
2009
UL LLC
O�pgRTPe��r
07/03/2017
2004
John W. Knezevich, PE
9 Validation Checklist - Hardcopy Received # 16 1 6 3 3
Standard
Year
ASTM D6162
2000
ASTM D6163
2000
ASTM D6164
2005
ASTM D6222
2008
ASTM D6509
2009
FM 4470
1992
FM 4474
2004
6/15/2016
Page 2 of 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
Summary of Products
I
FL # Model, Number or Name
Description
2533.1 Flintlastic Modified Bitumen
Modified Bitumen Roof Systems
Roof Systems
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL2533 R16 II 2016 02 FINAL Al ER CERTAINTEED MODBIT FL2533-
Approved for use outside HVHZ: Yes
R16.Ddf
Impact Resistant: N/A
Verified By: Robert Nieminen, PE PE -59166
Design Pressure: +N/A/ -630
Created by Independent Third Party: Yes
Other: 1.) Refer to ER Section 5 for Limits of
Evaluation Reports
Use. 2.) The design pressure noted in this
FL2533 R16 AE 2016 02 FINAL ER CERTAINTEED MODBIT FL2533-
application relates to one specific system.
R16.udf
Refer to the ER Appendix for all systems and
Created by Independent Third Party: Yes
max design pressures.
Back Nest
Contact Us :: 1910 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an WEED employer. Coovrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida low, email addresses aro 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 mall. 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under
Chapter 455, F.S., please click here .
Product Approval Accepts:
=I� 0®
Credi'! 3A 1E
6/15/2016
QOTRINITYIERD.'
) APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE )
Table Deck Application Type Description Page
1A Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6
18 Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 7
iC
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
8-9
1D
Wood
New, Reroof (Tear -Off) or Recover
0
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
10-12
1E-1
Wood
New, Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
13-15
IE -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 Conc.
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
18-20
28
Steel or Conc.
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
21-25
2C
Steel or Conc.
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
36
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
48
LWIC
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
40
4C
LWIC
New, Reroof (Tear -Off)
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
58
CWF
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
46
SC
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 Roof Cover
47
6A
Gypsum
Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
48-49
68
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 Roof Cover
52-58
78
Various
Recover
F
Non -Insulated, Bonded Roof Cover
58
The following notes apply 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 AH1. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
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: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume 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.
D Concrete Deck: OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD -10 with OMG 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 manufacturers published installation instructions.
Exterior Research and Design, I.I.C. d/b/a Trinity ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE -59166
Evaluation Report 3520.03.04-R37 for FL2533-R36
Revision 17: 02/04/2016
Appendix 1, Page 1 of 58
QOTRINITYIERD
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocya nu rate, polystyrene, wood fiberboard, perlite, GlasRoc Roof Board or gypsum -based roof board that
meets the CW 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.
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.
➢ 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 of subsequent layers shall be perpendicular to those in the layer below.
Dow Insta-Stik (0 -IS): Continuous 0.75 to 1 inch wide ribbons, 12 -inch o.c.
➢ Dow Spray -N -Grip (D -SG): Full coverage
➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5 -inch wide ribbons, 12 -inch o.c.
➢ Millennium PG -1 Pump Grade Adhesive (M-PG1): Continuous 0.5 to 0.75 -inch wide ribbons, 12 -inch o.c.
➢ OMG Oly8ond 500 or Oly8ond Green (08500): 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 loyers(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:
➢ Ashland Pliodeck (A -PD) @ 12 -inch o.c.
MDP
-105.0 psf
(Min. 1.0 -inch)
➢ Ashland Pliodeck (A -PD) @ 6 -inch o.c.
MDP
-277.5 psf
(Min. 1.0 -inch)
➢ Dow Insta-Stik (D -IS):
MOP
-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):
MOP
-157.5 psf
(Min. 1.0 -inch)
➢ OMG Oly8ond 500 (08500):
MOP
-45.0 psf
(Min. 0.5 -inch Multi -Max FA3)
➢ OMG OlyBond 500 (OB500):
MOP
-187.5 psf
(Min. 0.5 -inch ISO 95r GL)
➢ OMG Oly8ond 500 (08500):
MDP
-315.0 psf
(Min. 0.5 -inch ENRGY 3)
➢ OMG Oly8ond 500 (08500):
MDP
-487.5 psf
(Min. 0.5 -inch ACFoam II)
3M CR -20:
MOP
-117.5 psf
(Min. 1.0 -inch)
7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
8. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in
accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used
methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements.
9. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no
rational analysis is permitted.
10. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for
comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX -1.
Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report 3520.03.04-1117 for FL2533-1116
Certificate of Authorization 119503 Revision 17: 02/04/2016
Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 2 of 58
QOTRINITYIERD-'
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.
CERTAINTEED FUNTIA nc* MODIRED BrruMEN COMPONENTS & AvauCATION METHODS
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
Millennium Hurricane Force MembraneAdhesive,
BP-CA3
Base/Ply
Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20
beads spaced 6 -inch o.c.
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 Base
SBS -AA
Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual
(SBS, Asphalt -Applied)
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 GMS; Flintlastic Premium GMS CoolStar
Base
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
FlintBond Brush or Karnak No. 81 Cold
Note:
Base ply cures overnight prior to application of the cap ply.
SBS-CA1
Process Modified Bitumen Adhesive Brush
Cap
Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar;
(SBS, Cold -Applied)
Grade at 1 gal/square
Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar
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 Base
SBS-CA2
Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual
(SBS, Cold -Applied)
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
Ply
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
SBS-CA3
Millennium Hurricane Force Membrane
Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual
(SBS, Cold -Applied)
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, I.I.C. d/b/a Trinity I ERD Evaluation Report 3520.03.04-R17 for F1.2533-1116
Certificate of Authorization #9503 Revision 17: 02/04/2016
Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 3 of 58
TTRINITYIERD,
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, U.C. d/b/a Trinity I ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE -59166
Evaluation Report 3520.03.04-1117 for FL2533-R16
Revision 17:02/04/2016
Appendix 1, Page 4 of 58
CERTAINTEEO fUNTL'AS71C� MOOIQEO BRUMEN COMPONENTS &APPLICATION METHODS (CONTINUED)
Reference
Layer Material
Application
Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T
SBS -TA
Torch -Applied
Ply Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T
Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar; Flintlastic GTS -FR;
(SBS, Torch -Applied)
Ca P Flintlastic GTS -FR CoolStar; FlintClad
Base Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus
APP -TA
Cap Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA -FR; Flintlastic GTA -FR
(APP, Torch -Applied)
Torch -Applied
CoolStar
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
(SBS, Self -Adhering)
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, U.C. d/b/a Trinity I ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE -59166
Evaluation Report 3520.03.04-1117 for FL2533-R16
Revision 17:02/04/2016
Appendix 1, Page 4 of 58
TTRINITYIERD,
TABLE SE -2: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Deck
Base Sheet
Roof Cover
MDP
Base
Fasteners
Attach
Ply
Cap
No.
(See Note 1)
(Psf)
Min. 23/32 -inch exterior
Poly SMS Base; Ultra Poly
Min. 19/32 -inch plywood at max 24 -inch spans
12 -inch o.c. at 4 -inch lap and 36 -inch o.c. in two,
BP -AA, SBS-
SSS -AA, SSS -
127.5
W -82
grade plywood at max. 24-
SMS Base
See Note 2
equally spaced, staggered center rows
AA, SSS -TA or
TA or APP -TA
-45.0
inch spans
APP -TA
Glasbase; Flexiglas; Flintlastic
Flintfast 3 in. Insulation Plates with
(Optional) BP -
W -83
Min. 15/32 -inch plywood at
Base 20; Poly SMS Base; Ultra
FlintFast #12 or #14; Trufast 3" Metal
6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in three,
AA, SBS -AA,
SBS -AA, SBS-
-97.5
max 24 -inch spans
Poly SMS Base; Yosemite
Insulation Plates with DP or HD; OMG 3
equally spaced, staggered center rows
SBS -TA or
TA or APP -TA
in. Round Metal Plates with OMG #14 HD
APP -TA
W-94
Min. 15/32 -inch plywood at
Flintlastic APP Base T
OMG 3 in. Round Metal Plates with OMG
6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in three,
APP -TA
APP -TA
-97.5
max 24 -inch spans
#14 HD
equally spaced, staggered center rows.
Glasbase; Flexiglas; Flintlastic
Min. 15/32-inchywood p I at
Base 20; All Weather/
Flintfast 3 in. Insulation Plates with
8 -inch o.c. at 4 -inch lap and 8 -inch o.c. at three
(Optional) BP -
585 -AA or
W-85
max 24 -inch spans
Empire Base; Poly SMS Base;
FlintFast #14; Trufast 3" Metal Insulation
(3) equally spaced, staggered center rows
AA, SBS -AA or
SBS -TA
-97.5
Ultra Poly SMS Base;
Plates with Trufast HD
SBS -TA
Yosemite
Min. 19/32 -inch P I
plywood at
Glasbase; Flexiglas; Flintlastic
7 -inch o.c. at 3 -inch lap and 7 -inch o.c. in three,
BP -AA, S85
SBS -AA, SOS -
W -86
max 24 -inch spans
Base 20; Poly SMS Base; Ultra
See Note 2
equally spaced, staggered center rows
AA 585 -TA or
TA or APP -TA
-105.0
Poly SMS Base; Yosemite
APP -TA
Min. 19/32 -inch P I
plywood at
OMG 3 in. Round Metal Plates with OMG
7 -inch o.c. at 3 -inch lap and
oows in three,
W-87
max 24 -inch spans
Flintlastic APP Base T
#14 HD or Dekfast Hex Plate with Dekfast
enter r s
equally spaced, staggered center rows
APP -TA
APP -TA
-105.0
#14
Glasbase; Flexiglas; Flintlastic
Flintfast 3 in. Insulation Plates with
(Optional) BP -
W -88
Min. 15/32 -inch plywood at
Base 20; Poly SMS Base; Ultra
FlintFast #12 or #14; Trufast 3" Metal
6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in four,
AA, SBS -AA,
SBS -AA, SBS-
-127.5
max 24 -inch spans
Poly SMS Base; Yosemite
Insulation Plates with DP or HD; OMG 3
equally spaced, staggered center rows
SBS -TA or
TA or APP -TA
in. Round Metal Plates with OMG #14 HD
APP -TA
W-89
Min. 15/32 -inch plywood at
Flintlastic APP Base T
OMG 3 in. Round Metal Plates with OMG
6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in four,
APP -TA
APP -TA
-127.5
max 24 -inch spans
#14 HD
equally spaced, staggered center rows.
TABLE 1F: WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER
System
Deck
Roof Cover
Primer
MDP (psf)
Base Ply
Cap
No.
(See Note 1)
W-90
Min. 19/32 -inch plywood at max 24 -inch spans
FlintPrime or
S8S-SA (Optional) SBS -SA
585 -SA
127.5
FlintPrime SA
Exterior Research and Design, U.C. d/b/a Trinity I ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE -59166
Evaluation Report 3520.03.04-1117 for FL2533-1116
Revision 17:02/04/2016
Appendix 1, Page 17 of 58