HomeMy WebLinkAbout110 E Jinkins CirCITY OF SANFORD
BUILDING & FIRE PREVENTION
'�"' �"`"" `' •' '� • PERMIT APPLICATION
` JUN 11 2016 � ' I
Application No:
Documented Construction Value: $ �1�)(.�>• W
Job Address: 110 L J k. 5 C i` r historic District: Yes ❑ Noz
Parcel ID: 12 - Z( -i - 3n— S Oy- O0 nn — 0 30 ResidentialaCommercial ❑
Type of Work: New,Z Addition ❑ Alteration ❑ Repair)Z Demo ❑ Change of Use ❑ Move ❑
Description of Work: R e w, n v -e- e k <'��` .� s vu a 'S 1Fa // w -e cls
A ; f [J W4 . h . 1''0 0 -te S v 6 f le Wi
Plan Review Contact Person: afl/-Soil Title: ni4.4'cc
Phone: VID4 h44- ft+Q:,O Fax: Em: 'TOSS" to /r'/ 40,(c/�ey )-on,1 !iJ,
3 a - ��y 5 �/ Property Owner Information
Name A"41 r PQra G 2 k
Street: 0(0 f :1 ' H •% S C ;
City, State Zip: SAA tor -)r EL 3 22 7"S
Phone:
Resident of property? :
IJ
Contractor Information
Name C o IGI IAC -e V gZn�eir r` `�"�`-'1 Phone: L(07 ?T5-1— 06 hr -0
Street: h 0 Z I S_ D ru s7c ,c 1� v t Fax:
City, State Zip: Oa FL 3 ,:X8'U State License No.: LCC 132 ' (57
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. 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 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5i° Edition (2014) Florida Building Code
r
Revised: June 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. A
OWNER'S AFFIDAVIT: I certify that all of the foregoing infor gtiofi)s accurate and that all work will
be done in compliance with all applicable laws regulating cc Ar
d zoping.
k�-Lo1V
Signatu V f Owner/Agent Date
G mo,=�__4 r6 -"L
Print OwnerJAgent's Name
p SHAWN HEWITT
`;' Notary Public State of Florida
,,iy Comm. Expires Oct 21, 2018
Commission # FF 163972
"O �0P� Bonded through National Notary Assn.
Print Contractor/Agent's Name
XL�-
Signature of Notary -Stat f FI,0d&„
SROM HEWITT
Notary Public - State of Florida
My Comm. Expires Oct 21, 2018
Commission # FF 163972
Bonded through National Notary Assn.
Owner/ iii P a y ntb Me or Contractor/Agent is /N Personally Known to Me or
Produced ID Type of ID Produced ID Type of 1D
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 Fire Alarm Permit: Yes ❑ No ❑
APPROVALS: ZONING: UTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
WASTE WATER:
r
BUILDING: 4,F L•2�, •tom
Revised: June 30, 2015 Permit Application
Jun 2216 02:07p
GOLD
6009 S. Orange Ave
Orlando, FL 32809
Est.
Amy Horacek
110 E Jinkins Cir
Sanford Fl. 32773
Phone: 407451-3400
Email: a—horacek@yaboo.com
Bid Price Includes: Flat Roof
Provide proper permitting and insurance
—Remove existing roof or prep roof for new syst�
—Color to be chosen by owner (If applies) Colo
Manufacture:
-- Drip Edge: Install New 2.5" Galvanized paint
— Install base sheet or iso direct to deck mechani1
—Replace all lead boots and ventilation with simi
— Replace knee wall siding with Hardiboard
For any repairs not included in bid: $65.00 per
—All workmanship is guaranteed for five (5) ya
Price is for preparation of roof to receive ne+
all waste.
—Job site to be cleaned daily
Price good for 25 days from date quoted
—Haul away all debris
Reroof m ith new CertainTeed SA 2p4,:
Granulated Torch Down Application
Total Investment:
Add $2,340.00 to'
ROOFING
Office: 407-851-0680
Fax: 407-447-5590
1975 I
Revision Date: 2117/16
Date: 12123/15
I
I
I
i
:m depending on the option chosen
Style:
a
:ally
lar
sheet of plywood ior $6.00 a In. ft. for l X decking
irs from final payment.
w system, labor, material, installation, and disposal of
I
ified Rolled Roofing & CertainTeed
I
15.00 int.
Investment for Proposed Roofing Additions
Option 1: 5 year extended warranty (Ten ears Tots I) i ADD $550.00 int
Option 2: Gutters In ft ADD S .00 int
Option 3: install Rodent Proof Boot Covers. I ADD $220.00 int
Payment Options:
I
i
i
p.2
Jun 2216 02:07p
GOLD
6009 S. Orange Ave
Orlando, FL 32809
Y ROOFING
Office: 407-851-0680
Fax: 407-447-5590
Est! 1975
Option 1: Pay 50% at signing of contract ar d 50% after final inspection. int
Option 2: Pay 100% of final, invoice day of completion of r i of (completion does not include
final inspection from county). int
Owner bate Jeffrev Hewitt
�dpFING
A%
CFf SA.a : w
1 .
Proud members of:
p.3
P.1
Jun 2216 02:06p
GOLD KEY R ! OFING
6021 S. Orange Ave I Office: 407-851-0680
Orlando, FL 32809 Fax: 407-447-5590
Est. 1975 I
CBC 060354 CBCs 060009 CCC132915'
F
i13 r bst—!3/52 I I FROM: 407-447-5590
ATTENTION: ILO S i i 14 kjlvIS G J
RE:
Page 1 of
i
Vzvuo�= VemoA-'
State of Florida
County of Seminole
Permit Number:
MARYANNE MORSEr SEIIINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
SK 3677 Ps 453 (1Pgs)
CLERK'S 2016043588
RECORDED 04/27/2016 09:52:53 AM
RECORDING FEES $10.17,1)
RECORDED BY hdevore
Parcel ID Number: i2 -2-o- >o-JUL(- 0rXV--0LQ0
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.
D SCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
�n+ 43 Sor, +" , -yeif qtA ADD AR fir; y.3
110 L -1 k' -q -,, C; - �-►K Foal FL X277-1
DESCRIPTION OF
-, 1< 1'. +-k
OWNER
Address: I10 r F - T� k,kLei Lit/. Set., Apal F -L 3X773
Fee Simple Title Holder (if other than owner) Name:
Address:
CONTRACTOR: I'
Name: fro IG� l�fv Ron 1/��r`"na
Address: 6b J ( S. (I-n...c•e .4t. -r- Q-U—"(D Fl- 3 -7 -frog
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 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.
Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true
to the best of my knowledge and belief.
CL &::�' fA 'Cn' �v ((A it,
ees Signature Owner's Prinod Name
Florida Stalu 713.13(1)(g): ' The owner must sign the notice or commencement and no one else may be permitted to sign in his or her stead
State oxdA—, - Countyof 11'A
The foregoing Instrument was acknowledged before me this day of , L, 120 F w
by �O Who Is personally known to me ❑
Name of person making s4tement A_
OR who has produced identification type of identification produced: [rll. _ OL"
SHAIAN HEWITT
P)atary Pul;'ic - State of Florida
Corgi. Expires Oct 21.2048
;:•-pion # FF 163972 w -
a p Naiicnil Notary Ass
`
} APR 272016 s
OF THE t1J(CUI%COURT AND
DA Citi �f ccs
iv, � vm--__,, DEPUTY CLERK
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
I hereby name and appoint: Au,lSON orz smcq E%CKFO"
an agent of:
(Namc of Company)
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):
0
Expiration Date for This Limited Power of Attorney: I �p
License Hol,
State Licens
Signature of
STATE OF
COUNTYC
The foregoing 'Vistrurnent was ac wled ed before me this (Jday of '�/
200, by F& who isiersonally known
to me or o who has produced
identification and who did (did not) tajje an oath.
&W
Signature
(Notary Seal)
SHAWN HEWITT
.v
Notary Public State of Florida
;ily Comm. Expires Oct 21,,201�a�
Commission # FF 163972
''•���ii��p`� Bonded through National N all
(Rev. 08.12)
Fffim
6 -int or yr
Notary Public - State of Fulziopr
17
Commission No. 1
My Commission Expires: Zl
as
RECORD COPY
n City of Sanford
Building and Fire Prevention
Product Appr V. ecification Form
# 1 6- 1 7 5 4 sa.N��kD
Permit #
Project Location Address 110 1EL)U v K AS OW 5"APAWO 5277-73
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory
Manufacturer Product Florida Approval #
Description include decimal
1. Exterior Doors
Swinging
Sliding
Sectional
PU NS EXAMINER
Roll U
-
Automatic
DATE
Other
2. Windows
Single Hun
Horizontal Slider
Casement
Double Hun
LICENSE 10 12a )CEFD WITW T14F WORK ANn NOT AS
Fixed
AUTHORITY T VIOLATE, CANCEL, ALTER OR SET
Awning
F A PERMIT PREVENT
Pass Through
Projected
THE BUILDI G OFFICIAL FROM THEREAFTER
REEIUIRING RREG:R9N 9F ERRORS 101 P64016,
CONSTRUC ON OR VIOLATIONS OF THIS CODE
Mullions
Wind Breaker
Dual Action
Other
June 2014
JUN 2 2 2015)
Category / Subcategory
Manufacturer
Product Florida Approval #
Description(including decimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
NM193TI CQ
S 33- 3
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory
Manufacturer
Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
(Please Print)
June 2014
827/1015 Florida Widing Code Ondine
Business & Professional • 1
F (d BGS Home I Log in ; use, Registration I Hot Topics Submit Surcharge Stats a Fads publications FSC Stall BGS Site Map Unks Search
sProfessip
l ®UUR:l"°
Regulation
RoduR Aooroval Menu > Pmdud or Aoaliatlon Search > mon List > Application Detaa
FL # FL2533-1113
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer CertalnTeed Corporation -Roofing
Address/Phone/Email 18 Moores Road
Malvern, PA 19355
(610) 651-5847
mark.d.harner@saint-gobain.com
Authorized Signature Mark Harrier
mark.d.harner@saint-gobaln.com
Technical Representative Mark D. Harrier
Address/Phone/Email 18 Moores Road
Malvern, PA 19355
(610) 651-5847
Mark. D.Harner@salnt-gobain.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed
Florida Professional Engineer
:! Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida Ucense PE -59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/03/2017
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence F12533 R13 -COI -2015 01 COI Nleminen.odf
Referenced Standard and Year (of Standard) Standard
Year
ASTM D6162
2000
ASTM D6163
2000
ASTM D6164
2005
ASTM D6222
2008
ASTM D6509
2009
FM 4470
1992
FM 4474
2004
Equivalence of Product Standards
httpsJ/www.floridabuildng.arglpr/pr appM.aspx?param=wGEVXQwIDgvwelwRFXRvHOHSbalV°2f8Et51wOz7uDXUx7°�2brOS3QjWyw%3d°�63d 1/1
8/Z72015
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
Florida Building Code Online
Method i Option D
03/16/2015
04/07/2015
04/11/2015
06/23/2015
08/25/2015
FL it
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
X533 R13 II 2015 03 FINAL2 Al ER CERTAINTEED MODBIT FL2533-
Approved for use outside HVHZ: Yes
R13.odf
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 R13 AE 2015 03 FINAL2 ER CERTAINTEED MODBIT FL2533-
application relates to one specific system. Refer to
R13.pdf
the ER Appendix for all systems and max design
Created by Independent Third Party: Yes
pressures.
Back Neat
Contact lK :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an WEED employer. CogvrioM 2007-2013 State of Florida.:: Pdvacv Statement :: 6g=bility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do rot want your e-mail address released in response to a public -records request, do not send electronic
mall to this entity. Instead, contact the ofnce by phone or by traditional mad. 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 dick hC? .
Product Approval Accepts:
�dits(ArFE
MtpsJ/www.floridabuilding.arglpdpr_elppM.aspll?param=wGEVXQwIDgvwelwRFXRvHOHSbaIVD/*2f8Et9wOz7uDXUx7%2brOS3QjWyw°A.3d°i63d 22
l TRINITY ERD
11PP[NDO<1: ATTADIMENf RTOuiR[MIMSiUR WiN0tlPttFr RTI:STANLa , ' ,y. - - - ..,..? = i;;i• `sad., -
Table Deck Application TWO Description Pap
IA Wood New or Relool (Tear.0lq A-2 Mech. Attached Anchor Stifles. Bonded Imulallen, Bonded Roof Cover S-6
The following notes aoply to the systems outlined hereto:
1. The roar system evaluation herein pertains to above -deck roof components. Roof decks shall be In accordance with FOC repulrements to the satisfaction of the ANI. lead resistance of the root deck shall be
documented through proper oodifled and/or rBC Approval documentation.
2. sU�nless otherwise noted, fasteners and stress plates for Insulation attachment shag be as follows. Fasteners shall be of sufficient length for the following engagements:
p : Wood Desk 0MG 014 Roolgrlp with Flat Bottom Plate (ACCutr4C(, OMG NO with OMG 3 In. Galvahrme Steel Plate, OCUast 014 with Nes Plate at 3- Round Insulation Plate, Trufasi NO with Ttufatt 3 -
Metal Insulation Plates er Flintfast 014 fastener wide Fllntfast 3- Insulation Plates. Mlntmum 0.75 -Inch plywood penetration or minimum 1 -Inch wood plonk embedment.
1. Steel Deck: OMG 012 or ata Roofgrlo with Recessed at Flat Bottom plate (Accutrac(, OMG 012 Standard or NO with OMG 3 In. GelvaLme Steel Plate, Oeklast 012 or 814 with Hex Plate or 3- Round
Insulation Plate, Trufast OP or NO with Trufasl 3' Metal Insulation Plates or FUntfast 812 or 014 Fastener with Fllntfast 3' Insulation Plates. MW mum 0.75 -Inds steel penetration end
engage the lop Rule of the steel deck.
Concrete Deck: OMG 814 Rootgrip with Recessed or flat Bolcom Plate (Accutrac), OMG NO or MID with OMG 3 in, Gaivalume Steel Plate, Oekfasl 014 er DelSdke with Hex Plate or 3- Rapti
Insulation Plate, Ttufast NO or CF with Trurast 3- Metal Insulation Plates or flintlas1014 Fastener with Fnnlfasl 3- Insolation Plates. Minimum 1-IrWt embedment. Fasteners Installed
with I pilot hole in accordance witfr the (asnmet monefecttuer'f published imlaralbn instrucilons.
Exterior Research and Design, llL d/b/a TnlNty(ERD Evaluation Report 3520.03.04.814 for F1,2533.111I
Cenlfirste at Awhontatlon 09503 Revision 14:03/27/2015
Pr?pared by: Robert rllmtlneo. PE -59166 Appendiw 1, Page 1 Of 57
t , �
1
TRINITY I ERD
3. Unless otherwise noted, Inwlatlon may be any are (aver or combination Of polylsucyarlurste, polystyrene, wood fiberboard, perlbm
e, GlasRoc Roof hoard or gypu based roof board that meets the QA requirements
of FAC. Rule 61G20.3 and Is documented as meeting FOC 1505.1 and, for loam p(asoc. FOC 2603.4.1 or 2603.6, when Installed with the roof cover.
A. Minimum ZW psi, minfmum 7 -Inch Oghtwolght Inwlating concrete may be substituted fa dgW insulation board for System Type 0 (mechanically attached base sheer% bonded roof cover). whereby the base sheet
fasteners are Installed through the IWIC 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 areas foOows. Ribbon or bead width Is at the time of application; the dbbons/beads shag expand as noted In the manufacturer's published instructions.
Mot asphalt (HA): Futl coverage al 2S.301bslsquare
> Ashland tMlodett IA -PD1: Comtnuous0.7S Inch wide ribbons, 124nch o f Ribbons of subsequent lovers Shap be pmwnd uW t0 those In the kyer bebly.
> Oow lnsta-SIIk I04SI: Continuous 0,75 to I Inch wide dbbm% 12 -inch zit
Dow Spr'arm-Grip (0-SGI: Fan coverage
Millennium One Step Formable Adhesive(M-OSFA):
Cbntinuous0.2Sto0.5-Inch wide ribber;124nchof
L Millennium PG•1PumpGradeAdhesive lM•PGI):
COntlnuous05I00.7Sarhptwide rRoodnL12•Indto.t
1 OMG Olyllond SOO or O"and Green (08500):
Continuous 0.7S -Inch wide ribbons, l2 -rods o.t (PaceCan or SpotShoU
• ), 3M CR -20:
ContinuMS 2.S to 3 -inert wide dbboos, 12 -Inds o.t (Nose: TITESET maybe used where CR -20 Is referenced).
> Note: W1ten midair byersfs3 of insubrlon and/or coverboord ore installed In ribbomopplied omreshe, odhesHe ribbons shod be stoppered from leyer-ft-oyer o d8resa of onaholf the Mean spaing.
> Nate: The moxbnum edge distoncefrom the adhesive ribbon to the edge of the Insulation booty shelf be not less (hon orMh*V the specfled ribbons swirling. --
6. Unless otherwise noted, 42 insulations are flat stack or taper board of the minimum thickness noted. Tapered polylsecyanurate at the following tWcknm Ondtations maybe substituted with the following Maximum
Design Pressure (MOP) OmItatfom. In no case stag these values be used to Wrivase' the MOP listings in the tables: rather if MOP gstkng below meets at exceeds that listed for a particular system In the tablas, then
Ow IMnner board fisted below may, be used as a dmp4n for the equMlent thicker materW listed in the table:
Ashland Pllodook JA -PO) 0 124nch o.t
MOP •IDSA Psf (Min. 1.0 -inch)
> Ashland Plladeck (A -PD) lP 6 -Inch o f
MOP •277.S PO (Min. 1.0 -Inch)
powlmte-Sdk(04S1:
MOP •120.0ps (Min. 1.04rnch)
> Millennium One Step Foamable AdhWve(M•OSFAI:
MOP •IS7.Spsf (Mtn. 1.0 -Inch)
Is Millennium PG-1PumpGrade Adhesive (M•PGII:
MOP •t57Spsi (Mtn.l.Oanch)
r OMG Oly6ond 500 (08500):
MOP .45.0 psi (MIn.0.$4rKh Multi -Max FA31
I- OMG 0~ SOD (08500):
MOP •1875 psi IMin. 054inch ISO 954 GQ
% OMG Olylond 500(08500):
MOP •315.0 psf (Mtn. O.SSkrch ENRGY 31
OMG O"curd 500 (OBS00):
MOP •4875 psi (Min.054rKh ACfoam Ii)
> 3M CR•20:
MOP -1175 psi IM14, 1.0 -Ind)
7. Balled polylsocyanuroto Insulation boards shag be maximum 4 a 4 it.
a For mechanically attached components or partially bonded hisulailon, the nu■ morn design pressure for the selected assembly shelf meet or exceed the Zone 1 design pressure determined In accordance With FOC
Chapter 16, end Zones 2 and 3 shag employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM tPOS 1.29.
Assemblies marked with an asterisk' carry the Wmtatlons tin lath In Section 2.2.1S.11a) 0 FM IPOS 1.2910 Zone 2/) enhancements.
9. For fully bonded assemblIeL the maximum design pressure for the selected assembly shag meet or emceed critical design pressure determined In accordance with FOC Chapter 16, and no rational analysts b permitted.
10. For rtrechanically attached components over existing decks, fasteners shall be tested In the existing deck for withdrawal resistance. A qualified design professional sun review the data for comparbon to the
minimum requirements forthe system. Testing and am" shall be In accordance with TAS 105 or ANSVSPRI FX -t.
It. For existing substrates in a bonded recover or M -roof Installation, the existing roof surface or existing roof deck shag be examined lot compatibility and bond performance with the selected adhesive, and the existing
roof system (for recover) shoal be capable of resisting wMect design pressures on Its own mens to the satistaction of the ANI, as documented through (W uplift testing in accordance with ASTM E907, FM IPOs 1.5 Z.
ANSI/SPRI IA -1 or FAS 124.
12. For Recover Applications Wng System Type 0, tine insulation N opftW; however, the exbthre roof system shag be suitable fora recover appikatiar.
Exterior Research and Design, CCC, d/b/a TANtsI ERD
Certificate at Authorization 09503
Preparedfry: Robert NlemImm, PE•S9166
Evaluation Report 3S20.03.04 -R14 for Fc2533.1113
Revision 14:03/2)/Z0IS
Appendix 1. Page 2 of 57
•,TRINITY {r{ ERD
1
13. Unless otherwise noted, refer to the following references for bonded base, pry or up sheet applications.
.
--7; - •r r - �'• _«.CanuiTtti)Fiplit�suC�liAOotiuoellVNFNW►twuO/if�Aiwl4rgNMmaW, �M`•�4 ,moi - . �. _�
Reference
layer Material
Application
GP -AA
Base VaStIM: All Weather/Empbe Base; Fledgfas Base; Fibltlastk Base 20
(Base and Ply sheet$, Asphalt-
Nat asphalt at 20.40 tbs/sVuare
Appllla)
PI FlM
Y Wal ply Sheet TYPE W; FMtgWs premium Ply Sheet Type VI
BP•AA2
Base Yosemite Venting Base
Hot asphalt In 244nch diameter spots In 30.
(Base- W-AsphaR•Apptled)
Inch grid pattern
OP•AA3
Base Yosemite Venling Base
Hot asphalt in 94ach diameter spots In grid
(Base, $w -Asphalt -Applied)
pattern noted herein.
BP -AM
Base Venting Base
Not asphalt N 9-tnch wide itbbont spaced
(Base, StAp-Asphah•ApPOW)
I
as noted herein.
BPCA2
Base/Ply Gtashase: All Weather/Empire Base; Flealglas Base; Fllnt4stic Base 20
Henry 1903 Adhesive at IS Bal/seuare
lludEfY_ _GWslfase All.Wealfw/Empbe.Base:Fl_•rgU&9aw,r-rUUis&Gm
Millennium Hurricane Force Membrane
-at-CA3
beads spaced Onch
Base Flintlastk Base 20; Fllntlastic Poly SMS Base; Flinlastk Ultra Poly SMS Case
Ply FlIntlastic Base 20. Fluiltastic Poly SMS Base., FlIntlastic Ultra Poly SMS ease
SBS -AA
AintWAlc Cap 30; FlintWstic Cap 30 CooiStar: Ftlntlastk FR COP 30; rOnttastic FR Cap 30 CoolSiar; Fllntlastic FR Oual
(SBS, ASO Nlt•Appited)
Hot asphalt at ZO-40lbs/square
Cap Cap; FIIntlastic FA -P; Fllntlastic FR -P CoolStar• FlIntlasik Premium FR -P: FfirnWstk Premium FR -P Cd015tar:
Fllnlbslk GMS; Fllntlastic GMS CootStar, Fpmlasik Premium GMS; FGntlastk Premium GMS C005taf
Base FbnlJastk Base 20; Flinllaslk Poly SMS Bass: FlinlWstk Ultra poly SMS Base
SO I
Note: Base ply cures overnight prior t0 application ot the cap ply.
FllntOW Brush or Ramat No. Bl Cold
(SOS, Culd-Appged)
Process Modified Bltumen Adhesive Brush
Grada at 1 gaVspuare
rllntlastk FA Coo 30: FMtlastk FR Cap 30 CoolStar, FOntlastic FR Oust Cap: Mtfasik FR -P. FOndastk FR -P CoolStar;
Cap
Fllntlastic Premium rR-P; rMtiastic Premium FR -P CodlStsr
Base FIIntlastic Base 70; FIInlWstie Poly SMS Base. Fllntlaslk Ultra Poly SMS Base
SOS CA2
ply rlin0astic Base 20; FBnttastk Poly SMS Base: rlintlastk Ultra Poly SMS Base
Flintlasik Cop 30; FlindastlC Cop 30 CooKtar: FIIntlastic FR Cap 30; FentlastlC FR Cap 30 CoolSur; Fantlaslk FR Dual
(SRS, COW-Applled)
Henry 4903 Adhesive at IS gal/square.
Cap Cap: Flualaslic FA -P: FlintWstic FR -P CoolSiar; FlintWstic Premium FR -P; Fllntlastk Premium FR -P CoolStel,
FIIntWstk GMS; FRnliastic GMS CoolStar, Fllntlastic Premium GMS; Ftlntlaslk Premium GMS Coatstar
Base FlintWstic Base 20: Flintlaslk poly SMS Base, FIIntlastic Ultra Poly SMS Base
Ply runUastk Base M. Flintlasllc Poly SMS Biu; Fllntlastic Ultra Poly SMS Base
SBS•CA3
Millennium llurrlcane Force MembVnC
FMdastic Cap 30; FIIntlastic Cap 30 Cool$tar, FlInllastk FR Cap 30; rentWAk FR Cap 30 Coo1SWr FlintWstic FR Dual
(SBS, Cold•ApOled)
Adhaslve. beads spiced Frlach O.c.
Cap Cap; FIIntWsik FR -P. r•Bntlastk FR -P CoalSru; FamWttk Premium FA•P; FUmquk Premlwn rR•P CoolSisr;
Flint4rik GMS: FMtlastle GMS CO01511r; FtlntWstk Premium GMS; Fllntbslk Premium GMS COOMar
Esterbr Research and thrOP, UC. dfbfa TrfntlY) ERD
Certificate Of Authorication 19503
P.ermad bv. Robert Nembleo, PE -59166
Evatllallon RePorl 3S20.03.04-R1e for F12533•R/3
Wilun 1+:03/27/2015
Apperdir 1. Page 3 of 57
l TRINITY' EPD
.. ._ - _�t!;CfIIiYNTttp flWliAfIK�Mt1Cl(�IOErRlittll COMgn[Nftb ANIKAtOMM[s1100f (COMVNfelr��t•`.li.�r�
- - -
_
N. Insulation b optbnsl (or Recover or Concrete Oeck Applications using System type 0 (MecbankaM AltvjW Ban Sheet, Bonded Roof Caer).
LS. 'MOP'- Matimum Oeslgn Pressure Is the result of testing (or wind Wd resistance based on ellowahle wind bods. Refer to FOC 1609 for determination of design wind loads.
Referents
layer Material
Applkatfon
Base FUntlsuk Ultra Poly SMS gist; Fllmlastk Ban I0 T
Ply Fllnliastk Ultra Poly SMS Base: FPntlastk Ban 20 T
SESTA
A
Torch ppOed
FlNtlaslk rR Coo 30 T; FltnWstic FR Coo 30 T CoolStor, Fllnttastk GTS, FMUastfc OTS CootSlor; fUrltiasik OTS -FR;
CAP
(SBS, Trsrch-AppllM)
FBntlastk GTSrR OmMtor: FUnlClad
APP -TA
Base Fllnthstk APP Ban T; FBrRltsllc STA; FRntlaGk STA Plus
Flindasik STA: FUndbstic STA Plus; FBndauk GTA; Fltratastic GTA CodStar. FUndaltk GTA•FR; fRnWSUc GTA•FR
(� Torch•Applkd)
Torch -Applied
CooKtar
SBSSMH
(SBS. Self•AdSelf-Adhering,Hybrid
Base/PN Olack Obroorld Sale Sheet: rWatmk Ultra Gists SA
Self -Adhering
Systems)
Base rllntiastk $A P"ase; FUntbstk $A Mid Ply
5� 5A
.����
_SN I -Adhering
Ply 11 IIx1Y V
Elhtitasti[SA PlyBase, fel Mwrry
Cao FltrlWstkSACap:fllnWslkSAQpCodStar,F11nt1asllcSACapiR;FllnWsllcSACapFRCo015tst
Eaterbr Research and Oeslfp . LIC. d/b/a Trkdty) ERO Evaluation Report 3520 A4 -R14 for FL2533•R13
• - Ce4UkatoofAuthaliatbne9SO3 ReAOm1e:03/27/ZO1S
• Prepared fry: Robert Hkminen, PE -59166 Appendix 1. Page 4 of S7
TRINITY IERD
TABLESE•2: WOOD DECKS - NEW CONSMUCTION,REROOF(TEAA-OFF)onRECOVER
SYSTEM TYPE E: NOWINSULATEO, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Deck
Bate Sheet
Roof Cover
MOP
use
Fasteners
Attach
Ply
Cap
No.
(See Note ll
Ipa)
-1275
Min. 23/32 -Inch exterior
Pots SMS Base; Ultra Dory
O.C. at lap and N two,
12-Iequally
BP -AA. SBS
SSM' SBS -
W -81)
Grade plywood at mat. 24•
SMS Bis!
Ste Note 2
ter rows
!Q pally tpacld, staggered Cenllf rows
sag s
A4 S6$ -TA Os
TA Of APP -TA
P -r
•45.0'
Inch items
,
APP TA
Glasbase; Ftexlglar FUntlastk;
Fllntfast 31n. Insulation Plates with
(Optionall M•
03$1
Min. 15/31+0 plywood at
Dau 20; Poly SMS Base; Ulua
fllntfast 012 or 014; Trufasl MP3 with OP
6 -Inch 04 at 4 -Inch tap and 6 -Inch o.c. In three,
AA, SBS•AA,
Sd5-Aa, SOS.
-97S
mat 24 -Inch spans
Poly SMS Oast; Yosemite
or H0; OMG 31n. Round Metal Plates oath
equally Spaced, staggered center roses
SOS -TA or
TA or APP -TA
OMG 014 NO
APO -TA
W62
Min. IS/32-Inch plywood at
FIIntlastic APP Base T
OMG 31n. Round Metal Plates with OMG
6 -Inch O.C. at 4 -Inch Up and 6 -Inch O.C. In three.
APP -TA
APP -TA
•97.5
mat 244nch spans
e14 ND
equally spaced, staggered center rows.
Min III/32TddtiplywoodT
-��sl,FIeAlgtas,FUnWstur
37' Ouch c— 0131mch a00 7- O.0 n three,
-GP�'SGS —
SBSM SBS
03.83
mea 24•bsclt spam
OoM 20; Poly SMS easeemit Ulbi
Se! Not! 2
equally spaced, staggered center rows
AA, SBS Or
TA or APP -TA
•IDS.O
Pply, SMS Base; Yosemite
-TA
APP -TA
Min.19/32•Inch plywood at
OMG 3In. Round Metal Plates with OMG
7•Inch caps at ]•bKh tat and 7 -Inch o C. in three,
WM
max 24 -Inch spans
FMlgslY APP gate T
Y1� I10 0 lu►lasl Hex Plat! with OekfOst
equally spaced, staggered center rows
APP -TA
APP -TA
•IDSA
Gla"e; Flexilgas; Fllntlastk
Flletfsst 3 In. Insulation Plates with
(Options) BP•
03.85
MIn.1S/32•Inch plywood at
Base 20; Poly SMS Base; Ultra
HMtfasl 012 or 014; Tfulasl MP3 with OP
Wnch O.C. at 4-IMh lap end 6 -Inch o.c. In four,
AA. S65 -AA.
SOSO& SBS-
127 5
mat 24 -Inch spans
Poly SMS Oise: YOsemlta
at NO. OMG 3 M. Round Metal Plates with
equally spaced. staggered center tows
SOS -TA or
TA or APP -TA
OMG 014 NO
APP -TA
W
Min. 15/32 -Inch plywood at
Fllntl3ttlC APP Base T
OMG 31M1 Round Metal Plates with OMG
61neh O.0 at 4 -Inch tap and 64rub o.c. N four,
APP -TA
APP -TA
•1275
max 24 -Inch sutra
914 ND
equally spaced, staggered center rows.
C �
Exterior Research and Oedgn, LLC. d/b/a TflnitylERO
Certificate of Authorization 09503
Prepared br. Robert NleminM PE -59166
Evaluation Report 3520A3.04•914 for F12S33•Rl3
Revision 14:03/27/2015
Appendix 1, Page 16 of 57
TABLE IF: WOOD DECKS- NEW CONSTRUCTION on REROOF (TEA"Ff)
SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER
System
Na
Deck
(S Note 11
PAmar
Roof Cover
MOP (psi)
Base
Ply Cap
Wg7
Min. 19/32-kKh as max 24 -Inch spans
I FIImPdme SA
I SOS -SA
(optional)SOS-SA SBS -SA
-1275
Exterior Research and Oedgn, LLC. d/b/a TflnitylERO
Certificate of Authorization 09503
Prepared br. Robert NleminM PE -59166
Evaluation Report 3520A3.04•914 for F12S33•Rl3
Revision 14:03/27/2015
Appendix 1, Page 16 of 57
"W-ftm
Wfto
W
CITY OF SANFORD BUILDING SERVICES
Residential Re -Roof
Hurricane Mitigation Inspection Affidavit
Permit #: t6,twEL4
I, ��� +itwff hereby acknowledge that I personally inspected
L, deck nailing and/or 0 Secondary water barrier work
at 110 1 I 0 B�,jN VJN S O(Z 32273 and have determined that the work
(Job Site Address)
was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.)
I certify that my statements herein are true and accurate to the best of my belief and that I fully
understand tha making any false statements in writing with the intent to mislead a public servant in the
performance 94 his or/er official duty shall constitute a misdemeanor of the second degree pursuant to
Section .S..
?,��Zwffl
"1tCaliw
Sil �e��af#Co ;; actor Date
�I
IT C.'CG► 3Zg1S7
Printed Name of Contractor License #
License Type: 0 General 0 Building 0 Residential% Roofing Contractor
0 or any individual certified in accordance with F.S. 468 to make such an inspection.
STATE OF FLORIDA COUNTY OF ` /
S orn or affir a and subscribed before met is day of J(401 , 20 , by
who is 0*rsona ly Known to me or has 0 Produced (type of
identification) as identification.
(SEAL)
Signature of Notary Public
State Im
Acy�--
Print/Type/Stamp Name
of Notary Public
aY,Pu SHAWN HEWITT
Notary Public - State of Florida
,4y Comm. Expires Oct 21, 201
"�� ,,,,,,,,,• d '6ondedltuouCom
misgon FF 16397Assn.
h National Notary
3