300 Mellonville Ave BR18-002587 - REROOFCITY OF
SkNFORD
FIRE DEPARTMENT
Building & Fire Prevention Division
PERMIT APPLICATION
Application No: l ly ' 0
Documented Construction Valu
Job Address: _3w <<
2, 670o . `'`'
Historic District: Yes B No
Parcel ID: 3 z91)O— ouzo Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: Re — /GOnoF--
1
r
Plan Review Contact Person:
Phone: Fax: Email:
Property Owner Information
Name I) rCYZ ^ LI L/•1%IA i Phone: tZa % -;W a si -7 eet: / `
S 1i,5/0l'' F/f/'' P Resident of property? City,
State Zip: S,-,(7 4 J NL ' Contractor
Information. Name
D _ l C b Phone: LjoI- ki--5336 Street:
Fax: n 9 - City,
State Zip: 32$aF State License No.: 6ce_ / 3a-7 (6?/ Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, 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: 6'" Edition (2017) Florida Building Code Revised:
August I, 2017 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 1CC 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.
21
Signature ofOwerlAgent )/ Date
Print Owner/Agent's Name
CO
Signature ofNotary-State of FIbrida Date
r0010 ru,, CASSANDRA C GORDON
Con L.5S qt gGG J $7167
Explm February 25, 2022
0, 4 TMvkbprNfty$WVk"
Owner/Agent is L4ersonally Known to Me or
Produced ID Type of ID
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
4
Contractor/Agent is Personally Known to Me or
Produced ID ' Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use: Flood Zone:
Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Plumbing - # of Fixtures
of Heads Fire Alarm Permit: Yes No
UTILITIES: WASTE WATER:
FIRE: BUILDING:
Revised: August I, 2017 Permit Application
Prepared by and return to:
Mark Wright
Innovative Title Services I, LLC
217 N. Westmonte Dr, Suite 1004
Altamonte Springs, Florida 32714
File Number: ITS-2494
Space AAove'rhis Line For Recording Data)
Warranty Deed
This Warranty Deed made this 24th day of May, 2019, between Robelh Enterprise, a Florida General Partnership„
grantor, to Unity Christian Center of Sanford, Inc., a Florida not for Profit Corporation, whose post office address is
1675 Astor Farms Place. Sanford Florida 32771, grantee:
Whenever used herein the terms 'grantor' and 'granite' include all the panics to this instrument and the heirs, legal representatives, and
assigns of individuals, and the successor and assigns of corporations. trusts and trustees)
Wilnesseth, that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS (S 10.00) and other good
and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has
granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate,
lying and being in the Seminole County, Florida, to -wit:
Lot 2 and the South I/2 of Street adjacent on the North, Block 28, Mellonville, according to the plat thereof
recorded in Plat Book 1, Page 120, of the Public Records of Seminole County, Florida.
Parcel Identification Number: 30-19-31-508-2800.0020
This Warranty Deed is prepared to wind up and liquidate the business affairs of this dissolved Florida Not for
Profit Corporation.
SUBJECT TO TAXES FOR THE YEAR 2018 AND SUBSEQUENT YEARS, RESTRICTIONS,
RESERVATIONS, COVENANTS AND EASEMENTS OF RECORD, IF ANY.
Together with all the tenements, hereditament.% and appurtenances thereto belonging or in anywise appertaining.
To Have and to Hold, the same in fee simple forever.
And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the
grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said
land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all
encumbrances, except taxes accruing subsequent to December 31, 2017.
In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written
W-I.rrk.d. vac, r
Signed, sealed and delivere in our presence:
Witness Name:
Witness Name:
State of Florida
County of Seminole
Robeth Enterprise, a Florida General Partnership
E. oger Alp, President/Director
The foregoing instrument was acknowledged before me this 24rd day of May, 2018. by
E. Roger Alilln, PresldentlDlrector, Roberti Enterprise. a Florida General Partnert lp, U Said person(s) israre
personally known to me or ) has produced Driver's License as identification.
iX y..5ioM
a
Printed Name: Mark
My Commission Expires: 1"-2019
fr n vy Ored-Pop 2
I I I illi 1811111111 Iilli I11111111111ii I111THISINSENLPEPABY://
Name: r t
Address: r
O 2
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number.
GRANT I1ALOY SEMINOLE COUNTY
CLERI: OF CIRCUIT COURT to COMPTROLLER
Br, 9146 P9 12E3 (1P9s)
CLERK'S T 2018063827
RECORDED 06/06/2018 08:23:02 AM
Rf.C:ORDING FEES $10.00
RECORDED BY hdevore
Parcel ID Number: Jam'— 1 I — 3l — _r 64 — 2800' o° 20
The undersigned hereby gives notice that improvement will be made to certain real property, and
Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
4L
In accordance with 0y
GENERAL DESCRIPTION OF IMPROVEMENT: ( `P\ 1 W
Fee Simple Title Holder (ifother than owner) Name,
Address:
CONTRACTOR: (
9-rr CNames1
Address: rAll
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 Of
To receive a copy ofthe Lienor's Notice as Provided In
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date is 1 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.
U der penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
he best of my knowledge d belief.
is Signature Owners Printed Name
Florida Slelut 713.13(1)(g): 'The owner must sign the notice of commencement and no one else may be permitted to slgn In his or her stead.'
State of County of V 0 1 1,6,
The foregoing Instrument waswas acknowledged before me this day of. (o
Wr `/ . 20
by U 6 rr I, jV V I JA4'' k! rn` . Who Is personally known to me
lame of person makings eM
OR who has produced Identification type of identification produced:
10mm6 ilIF
ER
G"- r Co unbatlonfFFll81823
Notary SignaturealltfoMrd11w1teyFdnbrglMalI00JIS
This agreement is made on this
CONTRACT AGREEMENT
I day of TVV- -
IZi I Te-r-4-,--s of 9dq-7 j W-
Name Address City3,>' i (Contractor)
State Zip Phone
and of
Name Address City
Client)
State Zip Phone
20 4? between
The above contractor will perform the following work as described in this agreement for $ 1 Z) quo • w
in compensation from the clients
Job Description: p P pond , ot> -1 L- 4-1t 1 e per 4--a W- eo-.
0 o-F W i t( Ge- -1r,sQG j
Work to commence on UI Vand is estimated to be completed on Z f-, Zoe .
ate Date
Contractor:
Signature v
Print
Client: lL
ignature
Print
i
Date: -Lie ZO 1 k"
Date: .- S' ;;k G I X
SCPA Parcel View: 30-19-31-508-2800-0020 Page 1 of 2
Property Record Card
Parcel: 30-19-31-508-2800-0020
Property Address: 300 MELLONVILLE AVE SANFORD, FL 32771
Legal Description
LOT 2 6 S 1/2 OF VACD ST
ADJ ON N
BLK 28
MELLONVILLE
PBIPG120
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 180,183 180.183 0
Schools 180,183 160.183 0
City Sanford 180,183 180,183 0
SJWM(Seint Johns Water Management) 180,183 180,183 0
County Bonds 180.183 180,183 0
Sales
Description Date Book Page Amount Qualified Vedlmp
CORRECTIVE DEED 3/1/2007 06619 I j 100 No Improved
WARRANTY DEED 12JI12002 04724 0586 200.000 No Improved
WARRANTY DEED 5/1/1987 01848 127J 305,000 No Improved
WARRANTY DEED 3/1/1981 01328 1168 100 No Improved
Find Comparable Sales 1
Land
Method Frontage Depth Units Units Pnoe Land Value
SQUARE FEET 0.001 0.001 142641 1.50 21,396
Building Information
p Description I Year Built
ive I Stories I I I ITotalSFExtWallAdjValue Rapt Value I Appendages
I
http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=30193150828000020 6/6/2018
LIMITED POWER OF ATTORNEY
Dater ZO p I
I hereby name and appoint. V t
an agent of: C. i/-( vv 0 a I-,
Name of
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to thisappointmentfor (check only one option):
tr All permits and applications submitted by this contractor.
The specific permit and application for work located at:
00 rYl G i I aA-kVii I -r- A-yL
Street
Expiration Date for This Limited Power of Attorney:
License Holder Name:_ : J 1 !`/ L cu,
State License Number: C C C --, ('5
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF C>91`Z oC/
The foregoing instrument was ack
201, by -D t9-yr,4 —
who has produced FL t--
and who did (did not) take an oath.
Signature of Notary
DEBRA AVOULES
J..Ji •C.
7; v: EXPIRES 22.2019
111', PYiL'AJ iYXY171;O;Orr$OtV Y fAll'
Z?
b'e`f9rree me this S ay of '1`l
C"OL ` who is D personally known to me or
as identification
1'- /4, 1 - ) - MO-1) '
Print or type Notary name
Notary Public - State of QJ'
Commission No.tP10
My Commission Expires: ` .
5/16/2018
a :.• , Fm.. T •'a,T •4`!. .. i. ..ram
r^T:a,-t'Sp,+y,y I.!y.:iy
F .• =+ :
t;,u' ii!
t:: e jSi Iihwt 3,t IrY a•ytC e..l v V.ay
Geis Home log in user Registration Hot Topics
Florida Building Code Online
11111-41
Submit Surcharge I Stots a Facts ; Publications I FaC Stag BCIS Site Hap I Unks Search
Product Approval
USER: public user
Prndud Apomvat Menu > product nr Aoolintnn Se. o > Agolltatim Ust > Application Detail PERMIT #
FL FL16270-R4
Application Type Revision
Code Version 2017
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer BITEC, INC.
Address/Phone/Emall #2 Industrial Park Drive
P.O. Box 497
Morrilton, AR 72110
501) 354-8585
dga@bi-tec.com
Authorized Signature James Buckner
jlmmy@cbuckinc.net
Technical Representative David G. Allen
Address/Phone/Email #2 Industrial Park
PO Box 497
Morrilton,'AR 72110
dga@bl-tec.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Certification Mark or Usting
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
OFFICE
UL LLC
James L. Buckner, P.E. @ CBUCK Engineering
r Validation Checklist - Hardcopy Received
Standard Year
UL 1897 2012
UL 580 2006
Method 1 Option A
22/05/2617
https://floridabuilding.org/pr/pr app_dU.espx7param=wGEVXQwtDgsNc735fObMiuc46QD18%2b97gPs48mP3nlASg4sLwCRosQ%3d%3d 1/4
TGRILR13231
Roofing Systems, upolf'rQ Resistance
Page Bottom
RoofOng Systems, uplift Resistance
See General Tnformatlon for Roofing Systems, uplift Resistance
BITEC INC
2 INDUSTRIAL PARK DR
PO BOX 497
MORRILTON, AR 72110 USA
SINGLE PLY MEMBRANE SYSTEMS
1. uplift Resistance: 120 psf.
R13231
Deck: — Minimum 15/32 In. thick APA rated sheathing, 32/16.
Base Sheet: — One ply Type G2 'Glasbase", 'FS-2H', "Imperfiex MSA', 'Imperflex USA", 'DEFEND', "MAT-40' or'UDL-40" mechanically
attached to deck with steel cap -palls. Cap 1 In. diem, 0.032 in. thick with annular ring shanked nail 0.120 In. diem, 1-1/2 In. long. Nailsspaced7-1/2 In. OC along 4 In. side lap and 12 In. OC In two Interior rows located 11 In. from exposed edges of side laps.
Membrane: — "APM-4T", 'APM-4.5T', 'APS-4T",'SPM-4.5r, 'ISA-4T' or 'Mineral Design MDA', heat fused. 'SFt4-3.SM",'SFM-3.5H-
FR",-SFM-4H-FR-,'SPM-3.SH' or "Mineral Design MOS', hot mopped.
2. Uplift Resistance: 105 psf.
Deck: — Min 15/32 In. APA rated sheathing, 32/16 or nom 2 In. by 6 In. wood planking.
Insulation: — Any polylsocyanurate, perlite or wood fiber, any thickness.
Base Sheet: — One ply Type G2'Glasbase', "FS-2H','Imperflex MSA','Imperflex USA",'DEFEND','MAT-40' or'UDL-40' mechanically
attached to deck with annular ring shanked nags 0.148 In. diem used with a separate 3 In. diem, 0.021 In. thick formed disc. Nags spaced7-1/2 In. OC along 4 In. side lap and 12 In. OC In two interior rows located 11 In. from exposed edges of side laps. Malls to penetrate
plywood min 1/2 In. and wood planking min 1 In.
Membrane: —'APM-4T','APM-4.ST", "APS4r, "SPM-4.5T", 'ISA-4T' or 'Mineral Design MDA', heat fused. 'SFM-3.5H', 'SFM-3.5H-
FR%-SFM-4H-FR', -SPM-3.SH' or 'Mineral Design MDS", hot mopped. As an alternate for fastening to plywood, No. 12-12.5, No. 3 Phillip drive, trusshead or 1/4 In. hex -washer -head coated steel screws maybeusedwiththesamepressureplateandspacingasfornags. Screws to penetrate plywood min 1/2 In. As an alternate for fastening to wood planking, No. 14-10, No. 3 Phillips drive, trusshead or 1/4 In. hex -washer -head coated steel screwsmaybeusedwiththesamepressureplateandspacingasfornails. Screws to penetrate planking min 1 In.
3. Uplift Resistances 135 psf.
Deck: — Minimum 15/32 In. thick Type B-C rated plywood sheeting.
Insulation: — Polylsocyanurote, perlite or wood fiber, any thickness.
Barrier Board: — Minimum 1/2 in. thick G-P Gypsum Corp. 'DensDeck ® Roofboard' or "DensDeck prime® Roofboard' or 'DensDeck
Prime 2— Roofboard' or "DensDeck DuraGuard® Roofboard' or Certalnteed Gypsum Inc "GlasRoc' or USG Corp. SECUROCK® Glass -Mat
Roof Board (Type SGMRXp.
Fasteners: — No 14 threaded screws with min. 3 In. diameter, 0.021 In thick galvanized steel round plates, min. 1 fastener per 1 square
foot.
Base Sheet: — One ply Type G2 base sheet, fully adhered.
Membrane: —'APM-4T", "APM-4.5T1, "APS-4T','SPM-4.ST", "ISA-4T" or "Mineral Design MDA', heat fused. "SFM-3.SH', "SFM-3.SH-
FR", "SFM-4H- FR'. 'SPM-3.SH' or "Mineral Design MDS', hot mopped or adhered with cold applied adhesive.
4. Uplift Reolstance: 120 psf.
Deck: — Steel, min 22 MSG.
Dmulation: — Polylsocyanurate, perlite or wood fiber, any thickness.
Barrier Board, — Minimum 1/2 In. thick G-P Gypsum Corp. "DensDeck ® Roofboard' or 'DensDeck Prime® Roofboard" or "DensDeck
Prime 2— Roofboard' or "DensDeck DuraGuard® Roofboard' or Certalnteed Gypsum Inc "GlasRoc' or USG Corp. SECUROCK® Glass -Mat
Roof Board (Type SGMRX)'.
Fasteners: — No 14 threaded screws with min. 3 in. diameter, 0.021 In thick galvanized steel round plates, min. 1 fastener per 1 square
foot.
Bass Sheet: — One ply Type G2 base sheet, fully adhered.
Membrane: —'APM-4T', APM-4.5T', 'APS-4T , "SPM-4.5T, "ISA-4T" or 'Mineral Design MDA", heat fused. 'SFM-3.5H", "SFM-3.5H-
FR', "SFM-4H-FR', 'SPM-3.SH" or "Mineral Design MDS', hot mopped or adhered with cold applied adhesive.
S. Uplift Resistance: 225 psf.
Deck: — Concrete (cellular, gypsum, vermiculite, perlite or structural).
Insulation: — — Polylsocyanurate, perlite or wood fiber, any thickness, adhered with ADCO "Millenfum One Step' adhesive.
Barrier Board: — Minimum 1/2 In. thick G-P Gypsum Corp. "DensDeck ® Roofboard' or'DensDeck Prime® Roofboard' or'DensDeck
Prime 2— Roofboard' or "DensDeck DuraGuard® Roofboard' or Certainteed Gypsum Inc'GlasRoe or USG Corp. SECUROCK® Glass -Mat
Roof Board (Type SGMRX)', adhered with ADCO'Millenlum One Step' adhesive.
Base Sheet: — One ply Type G2 base sheet, hot mopped, or adhered with cold applied adhesive.
Membrane:—'APM-4T", 'APM-4.ST','APS-4T', "SPM-4.57', "ISA-4T' or "Mineral Design MDA", heat fused or "SFM-3.SH", "SFM-3.5H-
FR%'SFM-4H-FR', 'SPM-3.SH" or 'Mineral Design MDS', hot mopped or adhered with cold applied adhesive.
Last Updated on 2013-07-24
Ouestions7 Print this page Terms of Us Paoe Top
02017ULLLC
The appearance of a company's name or product in this database does not in itself assure that products so Identified have beenmanufacturedunderUL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered
under UL's Follow -Up Service. Always look for the Mark on the product.
UL permits the reproductlon of the material contained in the Online Certification Directory subject to the following conditions: 1. TheGuideInformation, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented In their entirety and In a
non -misleading manner, without any manipulation of the data (or drawings). 2. The statement 'Reprinted from the Online CertificationsDirectorywithpermissionfromUVmustappearadjacenttotheextractedmaterial. In addition, the reprinted material must include a
copyright notice in the following format: '® 2017 UL LLC'.
PERMIT # i r 2- ? Q0TwN1TYjERD
TABLE 4C: LIGHTWEIGHT CONCRETE,DECKS=NEW CONSTRUCTION OR REROOF (TEAR -OFF)'
SYSTEMTYPEE: MECHANICALLY'ATTACHED'SASESHEET;BONDED,ROOFCOVER-."'
System Deck
Lightweight Concrete (Note 13)
Base Sheet Roof Cover (Note 14)
MOP (psf)
Type Fasteners Attach Ply tapNo. Note 1)
SELF -ADHERING SYSTEMS:
Mtn. 22 ga. Min. 300 psi, min. 2-Inch Approved cellular 7-Inch o.c. at the min. 2-Inch lap and 7-Inch
steel at max lightweight Insulating concrete. Note: To qualify Trufast Twin Loc-Nail o.c. In two 2), equal) spaced, staggeredYPSg
LWC-18 5 ft spans or the L WIC under this assembly, a 1.8-Inch Trufost Fllnttastic SA NallBase Assembled Fastener center rows; Stress plates shall be primed SBS-SA SBS-SA 60.0
structural Twin Loc-Noll Assembled Fastener shall achieve on min. with FIIntPrime (ASTM D41) primer or
concrete
overage withdrawal of 73lbf when tested per TAS FIIntPrime SA
105 orANSOPRI FX-1
Mtn. 22 ga. Min. 300 psi, min. 2-Inch Approved cellular 9-Inch o.c. at the min. 2-Inch tap and 9-Inch
steel at max lightweight Insulating concrete. Note: To qualify Trufast Twin Loc-Nail o.c. In two (2), equally spaced, staggered
LWC-19 5 ft spans or the LW1C under this assembly, a 1.8-Inch Trufast Ftintlastic SA NallBase Assembled Fastener center rows; Stress plates shall be primed SBS-SA SBS-SA 60.0
structural Twin Loc-NollAssembled Fastener shall achieve on min. with FIIntPrime (ASTM D41) primer or
concrete overage withdrawal of93lbf when tested per TAS FIIntPrime SA
105 orANSI/SPRI FX-1
HYBRID SYSTEMS:
Mtn. 26 ga. Glasbase; Flexlglas Trufast FM-90 Base
steel at max Base; Flintlastic Base Sheet Fasteners or 7%-Inch o.c. at the 4-Inch lap and 7fS-Inch SBS-AA,
LWC-20 5 ft spans or Min. psi, min 2-Inch Range II Elastlzell 20; All Weather / Trufast Twin Loc-Nall o.c. In two (2), equally spaced, staggered SBS-SA-H SBS-TA or 30.0
structural Ligght Insulating Concrete. htweie Empire Base or Poly Assembled Fasteners center rows APP-TA
concrete SMS Base 1.8 Inch)
Min. 22 ga. Glasbase; Flexlglas Trufast FM-90 Base
steel at max Min. 200 psi, min 2-Inch Range II Elastlzell
Base; Fllntlastic Base Sheet Fasteners or 7-Inch o.c. at the 4-Inch lap and 7-Inch o.c. In SBS-AA,
LWC-21 5 ft spans or 20; All Weather / Trufast Twin Loc-Nail two (2), equally spaced, staggered center SBS•SA-H SBS-TA or 45.0
structural Lightweight Insulating Concrete. Empire Base or Poly Assembled Fasteners rows APP-TA
concrete SMS Base 1.8 Inch)
Min. 300 psi, min. 2-Inch Approved cellularMin. 22 ga.
steel at max lightweight Insulating concrete. Note: To qualify
Trufost
Glasbase; Flexlglas
Base; Flintlastic Base
Trufast Twin Loc-Nall 94nch o.c. at the 4-inch la and 9-Inch o.c. inP SBS-AA,
LWC-22 5 ft spans or the LINIC under this assembly, a 1.8-Inch Assembled Fastener two (2), equally spaced, staggered center SBS-SA-H SBS-TA or 60.0
structural Twln Loc-Noll Assembled Fastener shall achieve on 20, All Weather / min. 1.8") rows APP-TA
overage withdrawal of 88lbf when tested per TAS Empire Base
concrete 105 orANSI/SPRI FX-1
Min. 350 psi, min. 3-Inch Approved cellularMin. 22 ga.
steel at max lightweight Insulating concrete. Note: To quol* Plexiglas Base; 7-Inch o.c. at the 4-Inch lap and 20-Inch o.c. SBS-AA,
LWC-23 5 ft spans or the LW/C under this assembly, a 1.8-Inch Trufast flintlastic Base 20 or
Trufast FM-90 Base In two (2), equally spaced, staggered center SBS-SA-H SBS-TA or 67.5
structural
Twin Loc-Nall Assembled Fastener shall achieve on Poly SMS Base Sheet Fasteners rows APP-TA
overage withdrawal of97lbf when tested per TASconcrete105orANSI/SPRI FX--1
Exterior Research and Design, LLC. d/b/a Trinity ( ERD
Certificate of Authorization #9503 .. a EDITION (2017) FBC NON-HVH2 EVALLIATION
Prepared by: Robert Nieminen, PE-59166 CertalnTeed FRntlastl& Modified Bitumen Roof Systems; (610) 651-SB47
Evaluation Report 3520.03.04-R20 for FL2533-R19
Revision 20: 09/14/2027
Appendix 1, Page 41 of 57