HomeMy WebLinkAbout102 Academy Ave BR17-000241 - ReRoofParcel ID: —3 Residential 911"Commercial El
Type of Work: New El Addition 1:1 Alteration El Repair El Demo 11 Change of Use El Move El
Description of or -
Plan Review Contact Person: L Title:
Phone: / Q D Fax: HCY) 3YA La 1 3 Email:
Property Owner Information
Name 6 kkq Phone:
Street: Resident of property?
City, State Zip: Q-A fa lk"., 11_1 L_39?ib
Contractor Information
e
i, r_: P ), Namr) e — Phone: Street:
iC231 cl: Fax: iState
i State License No.: izc' C06.030T Cty, Zp: Arch itectlEng
ineer Information Name: _J
Phone: Street: City,
St,
Zip: Bonding Company:
Address: E-
mail:
Mortgage Lender:
Address: WARNING
TO
OWNER: VOUR FAILURETO RECORD A NOTICE OF COMMENCEMENTMAY RESULT IN VOUR PAVING TWICE
FOR IMPROVENIENTSTO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ONTHE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENDTO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING Y0tjR 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 must be secured for electrical work-, plumbing, signs, wells, pools, furnaces, boilers,
heaters, tanks, and air conditioners, etc. FBC 1053
Shall be inscribed with the date of application and the code in effect as of that date: 5t6 Edition (2014) Florida Building (".'ode Reviscd: June
30,2015 flemit Application .5.
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 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 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 oft e foregoing information is accurate and that all or will
be done in compliance with all applicable laws regulating construction and zoning.
17 Q_
srgilaure ofC ner/Agent Date Signa- +reContrac-,tor/Ag en( Date
i I
1 /
IVL
P er/A n s Narne 07Print Contractor/Agent's Nwne Date ,
Sf 190"loWbf Notary -State of Florid, Jo'iN ACCOMMDO e
COMM!SSION * FF 922891 S
Octo r 1d, 88Ebe420
9 eet.'
y Poo; U aoh. My
JOHN
ACCOMANDO MY
COMMISSION # FF 922891 4
C011001101111110 0 If IM ,W EXPIRES: October 18, 2019 soBondedThrs eQ'; Bonded Thru Nowy myCWAX &On J" ft mil "sv Lill"".."' wrier
Agent is ersona y mown to e or Contractor/Agent is Per n toe or Produced
II) T ypeof ILA Produced IDWX7/ Type of ID 17
BELOW
IS FO. OFFICE USE ONLY Permits
Required: Building 0 Electrical D Mechanical Plumbing[] Gas oRoof Construction
Type: Occupancy Use: Flood Zone: Total
Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes No [:] # of Heads 4-/
APPROVALS: ZONING 4 UTILITIES: ENGINEERING:
COMMENTS:
Fire
Alarm Permit: Yes WASTE
WATER: BUILDING:" -
Revise&
June 30, 2015 Pen -nit Application
I
THIS INSTRUM ENT PREPARED BY:
Nante* LISA KELLER
Addrejs_7_2312C-LARKS-TB-1
AP-015RA, FL. 3-270-3
1111111111111111111111111111111111111111
GRA111' 5011FOLE C01jNTY
VILERK 01" CILRCUIT COURI* & C01`11"I'ROLLER'
18241`j (IF'ss-)
CLF'RVS 4W 2017008067
1.11/24/201-Z
Permit Number:
Parcel ID Number: 35-19-30-515-0000-90-20
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 2 ACADEMY MANOR UNIT 1 PB 13 PG 93
In
Interest in property: V7111CM
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-1 3 A
S. SURETY (if applicable, a copy of the payment bond is attached): Name: N/A
C LENDER: Name: NIA Phone ---
Address: ---------
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
Florida Statutes.
Name: N/A Phone Number: -------------
Address: ---------
In addition, Owner -----------
to receive a copy of the Lienor's Notice as provided in Section 713,13(l)(b), Florida Statutes. Phone number: ------------
9Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) ign
re of Owner or Lessee, or Owner's or Lessee's (Print Name A
or Officer/Olrector/Partner/Manager) S
of Val County Of T(
ee fore go-IngM-4tra t a? acknowledged before me this day of 7 - -
by
Wh pe arne
of person making statement who
has producedi on cation type of identification produce A
06 MARCUS
FREDE41CI( MALAVE Notary
Public 0o$ State of
Florida Coapissloin # FF
192877 # FF 192877MyComm.
Explr#s Jan 26, 2019 d flondilidthrough
National Notary Assn, f,",6
w.1AI \11 4 Z'11]1 1111,
1 11 1,!_.e_----- 111,11 rovide Signatory'
s ride/Office) 20 ally
k
n tome 0 OR um
Amd Membv Phone: 407-332-0345AFullyLicensedStateCertifiedFax: 407-332-0243
Roofing (,,ompany
Lic.#CC-0058308 ho johnkeller5( efl.mcont
ef ' Q;Wr' I&C i 11CLISI-42AC'i BBB, ww%johnkellerroofing.com
TIENT
ADEREr S
SKIS
DAY I'MURn
PM)MRTY ADDRESS
RE.NIONT EXISTING ROOININSPECTFOR WOOD ROT
RENNAIL DECKIN6 PER CODE3
INSTALL NEW UNDERLAYNIEN-r
SYN-1
INHALE LAYER (WINIMRLAYMENT FnR LOW
S L0 P1,-,'
N,All, BASE 11LN'BASF
INSYA11. NEW PIPE FLASHINGS & EXHAUST VENTS
Ilit,Ef,'I.,,kS)IIN(iS&EXIIAts-rVEN"'I'STOREPAlNi'l".1) FLASH
IN6S AND TINTS SLIPPLI ED By mHERS INSTALL
NEW ANGLE FLASHING WHERE EAVE MEETS ROOF
DECK. (TSEHIND FASCIA BOARIVAIATMINUNI) INSTALL
NEW E,,,%N'F NIETAL: SIZE: C4DLOR'"4f INSTAIJ
NEW ICE
AWATER SHIU.D SHWLD-AA1AXVS ARE CIAMED cT'
F INSTALLNENN
FI,ASIIIN(',/-,-,--. AND COUNTER FLASUING. SEAL
MR P(MMURETHANE INSIALL ( )
NEW ShalIGHIS) SIZE:_ H
ASS TOP ONLY PLASTUMOME ONLY FLU%
M(AO= PLASVC D(AH, 14(
lURS' SEALED CURB & PLAS&C fXAIE f,
A('ToRYSi,.AIEDU(€RR&(AASSTORINKEEN PANE) RlUSF,
EXISI ING SKYLK.'dITS'NO WARRANTY INSTALL
NEW AX11C VENTILAX1004 SVSTE3m INSTALL(
i OFF AiDGE X1TR'VETqT(S) JNSFALJL(
IT:RBINE VENTS FOR LOW SLOPE, INSTALL
SHINGLE OVER ATTW FUDGE VENTSON ENTME
R H%F ( YTOWRq WMPH TFSTF.D 1NSTALL
MFTAt.AT'1'1('Ril)(ii-,'VI:N'1',( P I"T' ALL
REROOFS INCLUDE ATOTAU, CLEAN U P A! AJA
LABOR WARRANTED AGAINST LEAKS FOR A PERIOD OF: INSTALL
NENN'AR('Iil-rECFURAI,13?fANStttNTGI-,FS SHING.
LFC01A,ft- INSTALL
NEW METAL VNNEII, ROOF t1XRA
RIB PANEL V - ('
R M-111 ------ STANIANG
SEAIA INSTNIJ,
GRANULATED MODIFIED BITUMEN
LOW SLOPE SYSTENT GOLD
PROCESSN1011 DOWN . ....... SITS
SELF ADHFR1\G,.--- NIODIFIEDCOLOR
f ROTTEN
WOOD RLPLACED /VT A SEPARATE R,
ATE OF S5,50 PER LINEAL FT, OF BOARD AL
DK)R S60,00 PE R S1 I EETOF PIN NVOO 1) . A
HKHMR LAE WRT APPLN RM (TDAR BOAADS
AND NON-STANDARD PIYWOOD. PROPLR-f°)"
OW,,,'fR(S)ARI-'RE'APO\"SIB1,EF(:)R RESUWAL OF MAAS
NkNELS, SATELLITE DISH!$, Aba) (NITTFRING.
MAG.NETICSWEEP WE
PRONAE TO
FURNISH PERNUTS, LABOR, AND MATERIALS IN ACCORDANCE IXYHf ABOVE SPECIFICATIONS FOR THE ANTOLIN Y
OF DOIJARS (s NO DEN)ST
REQUIRED. RAYNIENT N IMM IN lq*L LWON COMPLETUA. 4M, DEPOSIT FOR.
CLA=4 ORDER hiXTERIALS. BALANCE DUE IN FULL UPON COMPLETION, AUCE'A 10 ",
M) ! ROM A t RU, tiRF P, RIYAAM D f OR ilAf F RiM MA IX FR),VAD DISPOSAL O N MM'"M AM" OM RM IMS Mn U`00=11U "M I.= N) DRIAI %AVT
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PRDNAI's WMMM MnWM HW H*%MMAWMHMMA FN"Rh J"LKANN WAIDC(ATRU RN01 H MIUFDRI PROMRIN OWNPRMARE S(IUECT TOM
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AV
IIOR6 ZIAD) 1 11011 %M)Ry AND PAYNIFNT WILL BE MADE ASQ011NEDABOVE. A 7 DAFE
SCPAParcel View: 35-19-30-515-0000-0020 Page I of 2
eAy Record Card
C11A Parcel;
Owneri s k .. LAND'TRUST S&
AMWIN"j, IV ; 1A")1*t'VkA' Property
Address 102 ACADEMY AVL': SANFORD, L 32771 Parcel
Information Value Summary Parcel
35-19-30-515-0000-0020 Owner
HEARTWELL LAND TRUST Valuation Method
Property Address
102 ACADEMY AVE SANFORD, FL 32771 Number of
Buildings Mailing PO
BOX 162822 ALTAMONTE SPRINGS, FL 32716- Depreciated Bldg
Valt Subdivision Name
A(,ADEMY MANOR UN11'01 Depreciated EXFT
Va Tax District
Sl-SANFORD Land Value (
Market) DOR Use
Code 01-SINGLE FAMILY Land Value
Ag Exemptions Just,,'
Maiket Legal Description
LOT 2
ACADEMY MANOR
UNIT 1 Pia 13
PG 93 Taxes Taxing
Authority
City Sanford
SJWM(Saint
Johns Water Management) County Bonds
County General
Fund Schools Portability
Adj
Save Our
Homes Adj Amendment 1
Adj P&G
Adj Assessed Value
Tax Amou
Save Our[
Does NOT
INCLUDE Assessment Value
Exempt ValuE 49,262
49,262
49,262
49,262
49,262
Sales http://
pareeldetaii.
sepafl.org/Parce],Detaiilnfo.kispx?PID---35193051500000020 1/12/2017
BC IS Home Log In User Registration Hot Topics Submit ;surcharge Stats & Facts Publications j FBC Staff 1 acts Site Map Links Search
dbrE Product Approval
pr USER: Public User
Search > eppjjq:dtoq Lis > Application Detant
FL #
Application Type
Code Version
Application Status
FL2533-R16
Revision
2014
Approved
1LOW N
A P040T ISSUED SHALL BE CONSTRUED TO BE A
UCENSE TO PROC'.EED WITH THE WORK AND N(YTAS
AUTHOR TY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OFTHE PROVISlONS oF "rHE'TECHNICAL.
CODES, ENOR SHALL ISSUANCE OF A PERMIT PREVENT
THBU LDWG OFFICIAL, FROM'rHEREAFTER REOLARING
A CORRECTION OF ERRORS IN PLANS, STRUGT'
l0N OR V101JkTIONS OF THiS CODE CartainTeed
Corporation -Roofing 18
Moores Road Malvern,
PA 19355 610)
651-5847 f,
nark,d.harner@saint-gobain.com Authorized
Signature Mark Harrier ri)
ark.d.tiarner@saint-gobain.com (;ODE COMPLIANGE PORVIF-,.WEDEtA'
f TechnicalRepresentativeMarkD. Harrier t5i,, Address/
Phone/Email 18 Moores Road Malvern,
PA 19355 DATE 610) 651-5847 Mark.
D.Harner@saint-gobairi.com Quality
Assurance Representative Address/
Phone/Email 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 - Harficopy Received Robert
Nierninen PE-
59166 UL
LLC 07/
03/2017 John
W. Knezevich, PE Validation
Checklist - Hardcopy Received E-
LZ511—R I _%Lf I'll 5140Aard
9m ASTM
D6162 2000 ASTM
D6163 2000 ASTM
D6164 2005 ASTM
D6222 2008 ASTM
D6509 2009 FM
4470 1992 FM
4474 2004
Sections from the Code
Product Approval Method Method I 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
Ft Model, filum b..r Name Description
2533.1 Flintlastic Modified Bitumen Modified Bitumen Roof SystemsIRoofSystemsI
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
BTAINiEE1[ -,'MQU LEQ -Z 33- - - E L5. 9,U -
aff Verified By:
Robert Niernmen, RE PE-59166 Created by
Independent Third Party: Yes Evaluation Reports
QFJRJAIN-Ma—
MfLDBLL-ELML RlLpdf Created
by
Independent 'Third Party: Yes cqunua-vt—
us :: 201-Wair5im"LLESed DIlissThe State
of Mono is an AA/EEO empayer. Co pluai ftt,. 0_j2_Stale _gj'_E19ride. Erivar.X ,WVtpiaff :: AseAglklpry t :: ReDnCi em t _5 _ L _StqoqbfdL _ _ _aL4Lep_ Under Florida
law, effunt addresses are. public records. If you do riot want your e-nnaf address released in response to to Tabla-records request, do not send electronic mail
to this entity. Instead, contact the office by phone or by traditional rush. If you have any questions, please contact 850.487.1395. *Pursuant to SnCtion 455.
275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the (yepartment with an email address if they have
one. The esnails provided may be used for official communication with Ore licensee. However small addresses are public record. If You donot wish to supply a
personal address, please provide the Department with an email address which can be made available to the pulvltc. To determine it you area licensee under Chapter 455,
FS_ please click b_Ug_, ProductApproved
Accepts: 05 WN
FF-- M C redk
CandSafe
TRINITY ERD
Table Deck Application Type Description Page
1A Wood New or Reroof (Tear -Off) A-2 Mach. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6
1B Wood New, actual (Tear -Off) or Recover B Mach, Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 7
1C Wood New, Reroof (Tear -Off) or Recover C Moon, Attached Insulation, Bonded Roof Cover 8-9
11) 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, Mach. Attached Base Sheet, Bonded Roof Cover 13-15
IE-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mach. Attached Base Sheet, Bonded Roof Cover 16-17
IF Wood New or Reroof (Tear -Off) F Non -insulated, Bonded Roof Cover 17
2A Steel or Cons, New, Reroof (Tear -Off) or Recover 8 Mesh. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 18-20
213 Steel or Conc. New, Reroof (Tear -Off) or Recover C Mach. Attached Insulation, Bonded Roof Cover 21-25
2C Steel or Cans, New, Reroof (Tear -Off) or Recover D Prelim, Attached Insulation, Mach, Attached Base Sheet, Bonded Roof Cover 26-28
3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bond 29-36
3B Concrete New or Reroof (Tear -Off) A-3 Bonded Ternp 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 -Off) E Non -insulated, Mach, Attached Base Sheet, Bonded Roof Cover 41-44
So CWF New or Reroof (Tear -off) A-1 Bonded Insulation, Bon 45-
5B CWF New or Reroof (Tear -Off) A-2 Mach, Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 46
SC CWF New, Reroof (Tear -Off) or Recover C Mach, Attached Insulation, Bonded Roof Cover 46
SO CWF New, Reroof (Tear -Off) E Non -insulated, Mach. Attached Base Sheet, Bonded Roof Cover 47
6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded RoofCover 48-49
6B Gypsum Reroof (Tear -Off) A-2 Mach, Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 50
6C Gypsum Reroof(Tear-Off) C Mach, Attached Insulation, Bonded Roof Cover 50
6D Gypsum Reroof (Tear -Off) E Non -Insulated, Mach, Attached Base Sheet, Bonded Roof Cover 51
7A Various Recover A-1 Bonded Insulation, Bonded RoofCover 52-58
7B Various Recover F Non -insulated, Bonded Roof Cover 58
The foll winl 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 AHJ. Load resistance of the
roof deck shall be documented through proper codified and/or FBI; 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: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HIS with OMG 3 in, Galvalume Steel Plate, Dekfast #14 with Hex Plate or 3' Round Insulation Plate, Trufast HDwith 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. Galvalurne 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. Gatvalume 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 I ERD Evaluation Report 3520.03,04-R17 for F1_2533-R16 Certificate
of Authorization #9503 Revision 17: 02/04/2016 Prepared
by: Robert Nierninen, 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 QA 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,
Dow Insta-Stik (D-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 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 layers(s) of insulation andlor 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-halfthe 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. MOP 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): 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 157.5 psf Min. 1.0-inch)
OMG OlyBond 500 (OB500): MOP 45,0 psf Min. 0.5-inch Multi -Max FA3)
OMG OlyBond 500 (OB500): MOP 187.5 psf Min. 0,5-inch ISO 95+ GL)
OMG OlyBond 500 (013500): 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 1175 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, LLC. d/b/a Trinityl ERD Evaluation Report 3520.03,04-RI7 for FL2533-RI6
Certificate of Authorization #9503 Revision 17: 02/04/2016
Prepared by: Robert Nierninen, 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 ASTIM 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- Not asphalt at 20-40 lbs/square
Applied) Ply Flintglas Ply Sheet Type IV; Flintglas Premium Ply Sheet Type VI I
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 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; Flexigias 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 EMS Base
SBS-AA Ply Flintlastic Base 20; Flintlastic Poly EMS Base; Flintlastic Ultra Poly SMS Base
SEE, Asphalt -Applied) Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Hot asphalt at 20-40 lbs/scluare
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-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
5135, Cold -Applied) Flintlastic Fri Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P Canister; Grade at I gal/squareCapFlintlasticPremiumFR-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 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 Y Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS BaseFlintlasticMillennium Hurricane Force Membrane
SBA, Cold -Applied) F Flintlastic Cap 30; Flintlastic Cap 30 coolstar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Adhesive, beads spaced 6-inch O,C,
Gap Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar;
Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMC; Flintlastic Premium
Exterior Research and Design, LLC, d/b/a Trinity 1 ERD Evaluation Report 3520,03,04-R17 for FL2533-RI6
Certificate of Authorization #9503 Revision 17: 02/04/2016
Prepared by: Robert Plienninen, PE-59166 Appendix 1, Page 3 of 58
TRINITY ERD
Ciarrxttrtero FuNTLAsTiC MODIFIED BITUMEN COMPONENTS & APPLICATION MEMOVS (CONTIrwED)
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
SBS, Torch -Applied) Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStan 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 CoolStar; Flintlastic GTA-FR; Flintlastic GTA-FR 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 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.
Certificate of Authorization #9503
Prepared by: Robert Nierninen, PE-59166
Revision 17: 02/04/2016
Appendix 1, Page 4 of 58
TRINITY ERD
System Deck Base Sheet Roof Cover
I MDP (psf) No. See Note 1) Base Fasteners Attach PIy Cap
HE SYSTEMS:
Min, 15/32-inch plywood at max Min. 1-inch long, 12 ga. 6-inch o.c. at min. 2-inch lap and 6-inch o,c, Optional) SBS-
W-48 24-inch spans Flintlastic SA NailBase Simplex Metal Cap Nails in four, equally spaced, staggered center SA SBS-SA 52 5
rows
Min. 19/32-inch plywood at max, 32 ga., 1-5/8-inch dia. tin 8-inch o.c. at min. 2-inch lap and 8-inch o.c. Optional) SBS-
W-49 Flintlastic SA NailBase caps with 11 ga. annular in three, equally spaced, staggered center SBS-SA 52.5
24-inch spans
ring shank nails rows
SA
Min. 19/32-inch plywood at max. 32 ga., 1-5/8-inch dia. tin 8-inch o.c. at min. 2-inch lap and 8-inch o.c' Optional) SBS-
W-50 Flintlastic SA NailBase caps with 11 ga, annular in three, equally spaced, staggered center SBS-SA 60.024-inch spans ring shank nails rows
SA
Min. 19/32-inch plywood at max 32 ga., 1-5/8-inch dia. tin 6-inch o,c, at min. 2-inch lap and 6-inch o.c. Optional) SBS- W-51 Flintlastic SA NailBase caps with 11 ga. annular in four, equally spaced, staggered center SBS-SA 75,0
24-inch spans ring shank nails rows
SA
Min. 19/32-inch plywood at max 32 ga., 1-5/8-inch dia. tin 4-inch o.c. at min. 2-inch lap and 4-inch o.c. c' Optional) SBS-
W-52 Flintlastic SA NailBase caps with 11 ga. annular in four, equally spaced, staggered center SBS-SA 105,0
24-inch spans ring shank nails rows
SA
HYBRIDSYSTEMS.
Glasbase; Flexiglas; Flintlastic
32 ga,, 1-5/8-inch dia. tin
W-53: Min. 19/32-inch exterior grade Base 20; All Weather / Empire caps with 11 ga. annular 9-inch o.c, at 4-inch lap and 12-inch o.c. in SBS-SA-H SBS-AA, SBS-TA 45,0*
plywood at max, 24-inch spans Base; Poly SMS Base; Ultra Poly ring shank nailsn two, equally spaced, staggered center rows or APP-TA
EMS Base
Glasbase; Flexiglas; Flintlastic
W-54 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 52.5
24-inch spans Base; Poly SMS Base; Ultra Poly Simplex Metal Cap Nails four, equally spaced, staggered center rows or APP-TA
SMS Base
Min. 19/32-inch plywood at max Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. tin 8-inch o.c. at 4-inch lap and 8-inch o.c. in SBS-AA, SBS-TA
W-55
24-inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga, annular three, equally spaced, staggered center rows SBS-SA-H or APP-TA 52.5
Poly EMS Base ring shank nails
Min. 19/32-inch plywood at max
Glasbase; Flexiglas; Flintlastic 32 ga,, 1-5/8-inch dia. tin 8-inch o.c. at 4-inch lap and 8-inch o.c. in SBS-AA, SBS-TA
W-56 24-inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular three, equally spaced, staggered center rows
SBS-SA-H or APP-TA 60.0
Poly EMS Base ring shank nails
Min. 19/32-inch plywood at max
Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia, tin 6-inch o.c, at 4-inch lap and 6-inch o.c. in SBS-AA, SBS-TA
W-57 24-inch spans Base 20; Poly SMS Base; Ultra caps with 11 go, annular four, equally spaced, staggered center rows
SBS-SA-H or APP-TA 82,5 IPolySMSBaseringshanknails
Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report 3520.03,04-RI7 for FL2533-R16
Certificate of Authorization #9503 Revision 17: 02/04/2016
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 13 of 58
Pe it 9-
M
CITY OF SANFORD BUILDING SERVICES
Residential Re -Roof
Hurn*cane Mitigation Inspection Affidavit
hereby acknowledge that I personally inspected
Roof deck nailing and/or Secondary water barrier work
Ki , IMIUMMIMM.
Job Site Address)
was done according to the Hurricane Mitigation Retrofit Manual. fbased 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
I erformance of his or her official duty shall constitute a misdemeanor of the second degree pursuant toSection837.06 F.S.
Date
License
License Type- 0 General 11 Building 0 Residential 2 /Roofmg Contractor
0 or any individual certified in accordance with F.S. 468 to make such an inspection.
STATE OF FLORIDA COUNTY OF (y— \ -) , t-,k-
Sworn to (or affirmed) and subscribed before me this )t"'dayof µS a r20 by
who is rs9NIlly, Knowiitu mg,"Juis 0 Produced (type of
i entificatio-', (
SEAL)
as identification.
Signal mar ublic
State of Florida
4
Print/Type/Stamp Name
of Notary Public
M