HomeMy WebLinkAbout219 Bradsaw DrR-EC IV D
OCTI 9 2016 CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 116 -- 0110
Documented Construction Value: $ /j, j o(,7. ou
Job Address:_!'S%1'Gf/ /l, sjj'l d,0 Historic District: Yes NoIR
Parcel ID: .35- y -?(' S20-(9100-- IV W ResidentiaQ_ Commercial
Type of Work: New Addition Alteration+ Repair," Demo Ch/ange of Use Move
Description of Work: P- O i7" In O dz-J /eGi1
Plan Review1Contact Person: / _1"/YT G5/j,/ch Title:I/Z s
Phone: 7 7'22% 77/5Fax: -Tf - /3 3' Emai 9b'&
e/7 Property
Owner Information Name
1 (lhy one: Street: -' / % U /
dtf/ f G[ / -sesident of property? City, State Zip:
32 %%/ J Contractor Information
G /
Name 1 '% %
U'
C' L% 7 %( %G r Phone: 7 Q7` Y! (O -,2 77(,::, Street: q0 q
U Fax: Y-_ 3 City, State Zip:
2 L ZED 7 State License No.: 96 6 Architect/EngineerInformation
Name: Phone: Street:
City, St,
Zip:
Bonding Company: Address:
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: 5te Edition (2014) Florida Building Code 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.
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~6onstructi1 and z
Rog" V, L'., r
b-- -c
Signat re of Owner/Agent Date
ptz h vp c RAW
Prml Owner/Agent s Name
1\Nli9tlif Of/1,,
SignatureofNotary-Stateof krg•.••• /i
zoo
rU•'s--•ii s
Owner/Agent is Person'A
Produced ID e of
l lliillllil
fnnt Contractor/Agent's Name
11101911f1(flit
p,0Rq by ,
Signature of Notary -State of Flo a •••GppAM SS%p91_ aryps2Ff
1
NFF 1735 * ? 90 S
i ,• o Dry hd tnN • ' d\
Contractor/Agent is ersonally k'4yvi• 'ii °,pQ
Produced ID Type ! >li eAT s
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
of Heads Fire Alarm Permit: Yes No
UTILITIES: WASTE WATER:
FIRE: BUILDING:
Revised: June 30, 2015 Permit Application
SCPA Parcel View: 35-19-30-522-0100-0040 http://parceldetaii. scpafl.org/ParcelDetail lnfo. aspx?PID=3 5193 05220...
Property Record Card
Parcel: 35-19-30-522-0100-0040
Owner: VAN CUREN RUTH A
FLOFWA I Property Address: 219 BRADSHAW DR SANFORD, FL 32771
Parcel Information
Parcel
Owner
Property Address
35-19-30-522-0100-0040
VAN CUREN RUTH A
219 BRADSHAW DR SANFORD, FL 32771
Mailing 1219 BRADSHAW DR SANFORD, FL 32771-4170
Subdivision Name COUNTRY CLUB MANOR UNIT 3
Tax District St-SANFORD
DOR Use Code 01-SINGLE FAMILY
Exemptions i 00-HOMESTEAD(1999)
Seminole County GIS
Legal Description
LOT 4 BLK I
COUNTRY CLUB MANOR UNIT 3
PB12PG76
Taxes
Value Summary
2017 Working 2016 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 39,866 38,860
Depreciated EXFT Value
Land Value (Market) 10,500 10,500
Land Value Ag
Just/Market Value " 50,366 49,360
Portability Adj
Save Our Homes Adj 10,827 10,096
Amendment 1 Adj
P&G Adj 0 0
Assessed Value 39,539 39,264
jTax Amount without SOH: $369.56
2016 Tax Bill Amount $216.39
Tax Estimator
Save Our Homes Savings: $153.17
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values rTaxable Value j
City Sanford 39,539 25,000 14,539
j SJWM(Saint Johns Water Management) 39,539 25,000 14,539
County Bonds 39,539 25,000 14,539
General Fund 39,539 39, 539 0County ( i
i I Schools 39,539 25,000 14,539
Sales
Description Date Book Page Amount I Qualified j VaGlmp
WARRANTY DEED 12/1/1998 03558 1 1664 42,500 Yes Improved
Find Comparable Sates
Land
if - Method Frontage I Depth 1-6- Unts Units Pri
Building Information
If Is Bed/Bath count incorrect? Click Here_.
Year Built
BathDescriptionFixturesBedIActual/Effective i Base Area 1 Total SF F 1 Ext WallLivingS__
L
Adj Value Rep] Value Appendages i
1 SINGLE 1960 5 2 1_5 972 1,532 972 CONC 39,866 $65,088 Description Area
FAMILYFAMILY BLOCK iArea
ce Land Value
r LOT 0.00 0.00 1 10,500.00 $10,500
i -....
UNFINISHED . _... 294.00 j (;
I
1 of 2 10/19/2016 6:48 AM
Pat Lynch Construction LLC
909 Dennis Avenue
Orlando, Florida 32807
PO # 38916 *** Total Order $10,500.00
Subject: IFS Contract for Roof Replacement Services for Residential Properties.
JOB ADDRESS: 219 BRADSHAW DRIVE, SANFORD, FL 32771
PARCEL ID #: 35-19-30-522-0100-0040
CONTACT PERSON: RUTH VAN CUREN
PHONE: (407) 324-7849
The services provided by your firm shall begin on 10/03/2016 and shall reach final completion thirty
30) calendar days (11/02/2016) from Notice To Proceed date, as described in the contract documents.
The timely and accurate performance of the work set forth in the contract documents is important to
the County. It is also a primary consideration for the contractor selection on future projects.
Please acknowledge below, retain a copy for your records and return the original to the Seminole
County Community Development Office.
DO NOT start the job until the required permits have been obtained and the work is scheduled.
Please email a digital copy of the ROOF permit to: laibcic, w rrif iecv3;r-;fl, c
Upon completion of work please notify the Construction Project Manager and submit a copy of the
inspection final.
We are glad to have you as part of the County's project team and we look forward to a successful
project.
Sincerely,
Luisx r40d,V
Construction Project Manager
Community Development
Seminole County Government
Phone: 407-665-2385
Fax: 407-665-2399
wZt/w.:sern?inale co',;,..tyfi rf; •sl By
is
hereby acknowledged, this V. day of October 2016. Title:
fjo ,
6
THIS INSTRUMEN PREPARED BY
Name:
Address:
3zso7
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number:
11111 1111111111111111 full 111111 fill 11191
hli"I''i i=tl'1PIL 1101 SE Y SJO111,IOLE COU11- Y
CLERK'. OF CIRCUIJ COLMT & C0111"TROLLER
C:LERK'S Y 201L10E175
1-'EE' gi-II'l,t)til
Parcel ID Number: .3.5=1?_ - D1W_6297zb
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.
DESCRIPTION OF PROPERTY: (L gal descripti n of the roperty and street address if available
1 5
i _/y, /%n off Uri /-O /- A61e/ /,,0,6 / 7
GENERAL DESCR TION O IMJPR /EMENT: mCOpY-11 RVANNEMoksECLERKiCIP,C OUkTAND
SEIA;N, LE C 7
9Y
OWNER INFORMA N: DEPUTY CLERIC
Name: L/1101 1 g a D d e
Address: CZ/
Fee Simple Title Holder (if other than owner) Name:.
Addre:
CONT
Name
Addre:
a, 3
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 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. _ kikki i6/tnl._
Under penalties of perjury, I declare that I have read the foregoing and t the facts stWdsiilt
to the best of m owledge and belief. •. •oMrtlssio• q'',,
Owners Signature I Owner's Printed Nama:A NFF11%.
FI rida Statute 713.13(1)(g): The owner must sign the notice of commencement and no one else may be permitted to sig frf }t+ 4hfhte ad<
Insuaii -peS
City of Sanford
Roof Permit Application Checklist
All permit application packages must be complete prior to acceptance. You must check each box to the
left or indicate n/a on this submittal. A complete application package shall include the following:
E- Building Permit Application completed, signed and notarized. Application must include correct address
and complete parcel I.D. number.
P----copy of applicable contractor's license issued by the State of Florida (if the contractor is the
applicant).
C'— A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
L— Certificate of insurance indicating worker's compensation insurance coverage and naming the City of
Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of
Florida (must be submitted with each application if contractor is the applicant).
Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant).
These guidelines were compiled to assist the applicant in preparing a roof permit application and may not be
complete. The applicant is required to meet all City of Sanford, state, andfederal code requirements.
66r2r A1A11_C-iW 51F
A01ZA51F / ASZFZ S774174 1,:441E
MIAMl- MIAMI-DADE COUNTY
RECORD COPY PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE (NOA) !1'!i';o'.mia's iriddde.6cz!`iC43,tCtrt
CertainTeed Corporation (PA)
1400 Union Meeting Road;
z , y - ? 7-
Blue Bell, PA 19422
OCT 19 2016SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials: The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section tc --be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
In Miami Dade County) and/or the AHJ (in areas other than Miarni Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Mianni-Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Flintlastic SA Roofing Systems Over Wood Decks
LABELING: Each unit shall bear a pennanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 10-0330.02 and consists of pages 1 through 13.
The submitted documentation was reviewed by Alex Tigera.
SANFOIID BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE ALICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SETASIDEANYOFTHEPROVISIONSOFTHETECHNICALCODES, NOR SHALL ISSUANCE OF A PERMIT PREVENTTHEBUILDINGOFFICIALFROMTHEREAFTER
R OUIRING A CORRECTION OFCOERRORS
IN PLANS,
NSTRUCTIONVNS?RUCTION OR OLATTIONS OF THIS CODE
RI±VIEWED POR CODE COMPLIANCE
PLANS EXAMINER
10-2- /__
DATE
NOA No.: 15-0108.03
Expiration Date: 04/13/20
Approval Date: 04/09/15 wILD I,
Page 1 of 1
SAS` FOI, :D
16 - 28 12
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Modified Bitumen
Material: SBS
Deck Type: Wood
Maximum Design Pressure 105 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product Dimensions
Test
Specification
Product
Description
Flintlastic SA NailBase 66'6" x 39-3/8" ASTM D4601, Fiberglass reinforced, SBS modified bitumen
Type II base sheet.
Flintlastic SA Mid Ply 33' 11" x 39-3/8" ASTM D6164 Polyester and Fiberglass scrim reinforced, SBS
modified ply sheet.
Flintlastic SA PlyBase 39'-3/8" x 66'6" ASTM D1970 A self -adhering Fiber glass mat, SBS modified
bitumen ply sheet.
Flintlastic SA Cap 33' 1 l" x 39-3/8" ASTM D6164 Polyester scrim reinforced, self -adhering SBS
cap sheet.
Flintlastic SA Cap FR 33'11" x 39-3/8" ASTM D6163 Fiberglass scrim reinforced, self -adhering fire
retardant SBS cap sheet.
Flintlastic SA Cap CoolStar 3Y 11" x 39-3/8" ASTM D6164 Polyester scrim reinforced, SBS cap sheet with
a CoolStar coating.
Flintlastic SA Cap FR 33'l 1" x 39-3/8" ASTM D6163 Fiberglass scrim reinforced, fire retardant SBSCoolStar
cap sheet with a CoolStar coating.
FlintPrime Asphalt 1, 3 or 5 gal pail ASTM D 41 Asphalt primer.
FlintPrime SA 11, 3 or 5 gal pail Proprietary Water based, polymer modified primer.
MIAMI•DADE COUNTYM NOA No.: 15-0108.03
o oRIMP Expiration Date: 04/13/20
Approval Date: 04/09/15
Page 2 of 13
APPROVED INSULATIONS:
Product
F1intBoard ISO
ACFoam II
ENRGY 3
Multi -Max FA-3
DensDeck, DensDeck Prime
H-Shield
Securock
APPROVED FASTENERS:
Fastener
TABLE 2
Product Description
Polyisocyanurate insulation
Polyisocyanurate insulation
Polyisocyanurate insulation
Polyisocyanurate insulation
Gypsum coverboard
Polyisocyanurate insulation
homogenous fiber reinforced
Number Product Name
1. Dekfast 14 with Dekfast
Hex Plate
2. Trufast #14 HD Fastener
with Trufast 3" Metal
Insulation Plate
3. Roofgrip #14 with Flat
Bottom Plate
4. OMG Heavy Duty with 3
in. Round Metal Plate
5. F1intFast #14 with F1intFast
3" Insulation Plate
6. Dekfast 12 with Dekfast
Hex Plate
TABLE 3
Product Description
Roofing screw with
hexagonal steel plate
Roofing screw with 3" round
steel plate
Roofing screw with 3"
square steel plate
Roofing screw with 3" round
steel plate
Roofing screw with 3" round
steel plate
Roofing screw with
hexagonal steel plate
Manufacturer
with current NOA)
CertainTeed Corp.
Atlas Roofing Corp.
Johns Manville
R-Max, Inc.
Georgia Pacific
Hunter Panels
U.S. Gypsum
Manufacturer
with current NOA)
SFS Intec, Inc.
Tnr-Fast Corporation
ITW Buildex
OMG, Inc.
CertainTeed
SFS Intec, Inc.
rwiawn•DADe COUNTY NOA No.: 15-0108.03
Expiration Date: 04/13/20
Approval Date: 04/09/15
Page 3 of 13
EVIDENCE SUBMITTED:
Test Agency Test Identifier Description Date
Underwriters Laboratories R11656 UL790 Annually
Momentum Technologies, Inc. DX08C4A Physical Properties 03/22/04
DX20E3A Physical Properties 03/22/04
Factory Mutual Research 3009610 FM 4450 10/15/01
2D5A9.AM FM 4450 06/22/99
3014751 FM 4450 08/12/03
3014692 FM 4450 08/05/03
3012321 FM 4450 07/29/02
3008869 FM 4470 03/19/01
3037127 FM 4470 01/11/10
Exterior Research & 3518.12.03 TAS 114-F/G/I 12/01/03Design, LLC 3519.12.03 TAS 1 14-D/J & TAS 117(B) 12/22/03
3515.07.03 TAS 1144 & TAS 117(B) 07/22/03
3521.07.04 TAS 1144 & TAS 117(B) 07/28/04
3522.07.04 TAS 114-D 07/28/04
Trinity ( ERD C31410.06.10 ASTM D 5147/4798 06/03/10
C7290.01.08 ASTM D 4601/1970 01/16/08
C8370.08.08-R1 TAS 114-FPJ & TAS 117(B) 10/05/09
C8500SC.11.07-R1 ASTM D 6862/TAS 117(B) 08/07/09
C10080.09.08-R4 ASTM D 5147/6163/6164 03/25/10
ASTM D 6222/3909
C10080.09.10 ASTM D 5147 & 6163 09/01/10
PRI Construction Materials CTC-034-02-01 REV ASTM D 6163 11/24/08Technologies
MIAMI•DADE COUNTY NOA No.: 15-0108.03
Expiration Date: 04/13/20
Approval Date: 04/09/15
Page 4 of 13
APPROVED ASSEMBLIES:
Deck Type 11: Wood, Insulated
Deck Description: Min 19/32" thick plywood at max 24" spans attached 6" o.c. using 8d diameter ring shank nails.
System Type A(1): Anchor sheet mechanically fastened, optional top layer adhered with approved adhesive
All General and System Limitations apply.
One or more layers of any of the following insulations.
Base Insulation Laver Insulation Fasteners Fastener
Table 3_ Density/ft2
II -Shield '
Minimum 1.5" thick N/A N/A
Top Insulation Laver Insulation Fasteners Fastener
Table 3 Density/ft'
DensDeck
Minimum 1/4" thick N/A N/A
Note: Base insulation layer shall be adhered with TITESET Roofing Adhesive or WeatherTite One Step
Foamable Adhesive spaced 4" o.c. Top layer of insulation shall be adhered with TITESET Roofing Adhesive or
WeatherTite One Step Foamable Adhesive spaced 6" o.c. Please refer to Roofing Application Standard RAS 117
for insulation attachment.
Anchor Sheet: One ply of All Weather/ Empire Base Sheet mechanically attached as detailed below.
Fastening: Anchor sheet shall be fastened with FBC HVHZ nails and tin caps spaced 8" o.c. at the 3" lapand8" o.c. in three, equally spaced center rows.
Primer: Apply Flint -Prime SA to DensDeck surface at 0.3 gal/square.
Base Sheet: One or more layers of Flintlastic SA P1yBase, self -adhered.
Membrane: One layer of Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic SA Cap FR CoolStar,
Flintlastic SA Cap CoolStar self -adhered.
Surfacing: None
Maximum Design
Pressure: -52.5 psf (See General Limitation #7.)
E a;
NOA No.: 15-0108.03w+i r+i•D oe couNi-r
Expiration Date: 04/13/20
Approval Date: 04/09/15
Page 5 of 13
5eb6L
Beck Type 11: Wood, Insulated / fV w/14_s M
Deck (Description: Mill '/32" thick plywood at max 24" spans attached 6" o.c. using 8d diameter ring shank nails.
System Type C(1): All layers of insulation simultaneously attached.
All General and System Limitations apply.
One or more layers of any of the following insulations.
Base Insulation Laver Insulation Fasteners
Table 3
FlintBoard, ACFoam 11, ENRGY 3, Multi -Max FA-3, II -Shield
Minimum 1.5" thick N/A
Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density.
Top Insulation Laver
DensDeck
Minimum V4" thick
Insulation Fasteners
Table 3
1,2,3,4,5
Fastener
Density/ftz
N/A
Fastener
Density/ftz
1:1.33 W
Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The
insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners
shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117
for insulation attachment.
Primer: Apply F1intPrime SA to DensDeck surface at 0.3 gal/square.
Base Sheet: One or more layer of Flintlastic SA Mid Ply, self -adhered
Ply Sheet: Optional) One or more layer of Flintlastic SA Mid Ply, self -adhered
Membrane: One layer of Flintlastic SA Cap, Flintlastic SA Cap CoolStar self -adhered.
Surfacing: None
Maximum Design
Pressure: -45 psf (See General Limitation #7.)
NOA No.: 15-0108.03
Expiration Date: 04/13/20
Approval Date: 04/09/15
Page 7 of 13
WOO
Deck Type l: Wood, Non -Insulated
Deck Description: Min'/32" thick plywood attached using approved 8d nails spaced 6" o.c. at wood joists
spaced max. 24" o.c.
System Type E(1): Base sheet mechanically fastened
All General and System Limitations apply.
Separation Sheet: (Optional) One or more layers of GlasBase, loose laid.
Anchor/Base Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below.
Fastening: Anchor/Base sheet shall be fastened with approved 11 gauge 1 '/4" annular ring -shank
roofing nails and tin caps spaced 8" o.c. at the min. 3" wide side lap. With three
additional (equally spaced) staggered rows in the center of the sheet spaced 8 inches o.c.
for a total of four rows.
Ply Sheet: (Optional) One or more layers of Flintlastic SA Mid Ply, self -adhered.
Membrane: One layer of Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic SA Cap FR CoolStar,
Flintlastic SA Cap Cool Star self -adhered.
Surfacing: None
Maximum Design
Pressure:
F iP,pRQYED t_ *s
52.5 psf (See General Limitation #7.)
NOA No.: 15-0108.03
Expiration Date: 04/13/20
Approval Date: 04/09/15
Page 9 of 13
Deck Type 1: Wood, Non -Insulated
Deck Description: Min'/32" thick plywood at max 24" spans attached 6" o.c. using #8 wood screws.
System Type E(3): Base sheet mechanically fastened
All General and System Limitations apply.
Anchor Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below.
Fastening: Anchor sheet shall be fastened with FBC HVHZ nails and tin caps spaced 6" o.c. at the 3"
lap and 6" o.c. in three, equally spaced center rows.
Primer: None.
Base Sheet: One or more layers of Flintlastic SA PlyBase, self -adhered.
Membrane: One layer of Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic SA Cap FR CoolStar, Flintlastic SA Cap CoolStar self -adhered..
Surfacing: None
Maximum Design '
Pressure: - 75 psf (See General Limitation #7.)
Deck Type 1: Wood, Non -Insulated
Deck Description: Min t9/32" thick plywood at max 24" spans attached 6" o.c. using #8 wood screws.
System Type E(4): Base sheet mechanically fastened.
All General and System Limitations apply.
Anchor Sheet: One or more layers of Flintlastic SA NailBase, mechanic9y attached as described below.
Fastening: Anchor sheet shall be fastened with FBC HVHZ nails and tin caps spaced 4" o.c. at the 3"
lap and 4" o.c. in four, equally spaced center rows for a total of five rows,
Primer: None
Base Sheet: One or more layers of Flintlastic SA PlyBase, self -adhered
Membrane: One layer of Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic SA Cap FR CoolStar,
Flintlastic SA Cap CoolStar self -adhered.
Surfacing: None
Maximum Design
Pressure: 105 psf (See General Limitation #7.)
NOA No.: 15-0108.03
Expiration Date: 04/13/20
Approval Date: 04/09/15
Page 11 of 13
WOOD OECD SYSTEM LIMITATIONS:
A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet.
GENERAL (LIMITATIONS:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control
Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel sizeshallbe4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations
when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot
mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at
each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the shipsisnotacceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbs./sq.
Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attaclunent is based on a Minimum Characteristic Force (F') value of 275 lbf., as
tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below
275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum
fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the
fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing,
prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof
Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from
Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS117.
7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application
Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer,
Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this
NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with
Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening atenhancedpressurezones (i.e. perimeters, extended corners and corners). (When this limitation is specifically
referred within this NOA, General Limitation #7 will not be applicable.)
10. 'All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code andRule61G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
EM
MIAP74DADE COJNTY"M NOA No.: .15-0108.03
EMAMW Expiration Date: 04/13/20
Approval Date: 04/09/15
Page 13 of 13
SECTION 07550
Over insulation (07240 or the Re -Cover and insulation
Sections). Hot asphalt application — Not suitable for full mopdirectlyoverisocyanurate. Suitable for full mop attachment over
perlite, wood fiber and fiberglass. Self adhered attachment —
suitable over FlintBoard ISO Cold, fiberglass and approved
gypsum cover boards.
Inciines: Up to 6" in 72" (inclines 2" to 6" in 12;• See
General Requirements/Nailing section).
Deck Preparation: Hot asphalt attachment — prime
concrete decks with FlintPrime asphalt primer (ASTM D47).
Self adhered attachment— use FlintPrime SA polymer modi-
fied primer (maximum drying time 4 hours).
Follow the General Requirements for Self -Adhered Membranes
as outlined in the Self -Adhered Membranes section of the
manual. Deck must be dry, smooth, clean. Ambient temperature
for installation must be 50°F or above and weather conditions
must be dry. Rolls must be stored at or above 50°F prior to use.
Rnq WbirlitImmm
Hot asphalt — Flintlastic SA NailBase Sheet is adhered in
a full mopping of approved asphalt, at an application rate of
25 lbs./sq +/-15% (Spot mopping may be appropriate —
contact CertainTeed for details.) Laps shall be a minimum of
3" on side and 4" on ends. Self -adhered — Flintlastic SA
PlyBase or Mid Ply is positioned in place lapping 3" on sidesand6" on ends. The split release films are removed and the
base ply is adhered. Install one ply of Flintlastic SA Cap, lap-
ping 4" on sides and 6" on ends, positioning, removing releasefilmsandadheringinplace. Set end laps in a full Zia" bed of
FlintBond modified bitumen adhesive. All end laps shall be
diagonally staggered and not less than 3' apart. All side and
end laps shall be offset a minimum of 18" from preceding plies. Roofing system shall be applied in continuous application.
Nhtftial HarKilling
Work with manageable lengths. Material is positioned and
aligned in place. Fold material lengthwise, first from the down
slope side, to remove the lower split release film. Once pressed
into place, repeat for up slope side. Selvage release is removed
prior to adherence of following course. All end laps of both base
and mid ply require end lap cuts (see Construction Details). All
materials should be installed in a continuous application at 50
degrees or warmer. Stop work if poor adherence is observed.
Do not expose unfinished assembly components overnight.
Smooth and secure Mid Ply (when installed) and SA cap sheetwithaheavyweightedrolleraftereachisinstalled. The blue film
on the upper surface of the SA NailBase, PlyBase and Mid Plysheetsispermanentandisnottoberemoved.
Base Flasftnq and Cuft
Over the membrane at vertical surfaces, install base flashing
consisting of Flintlastic SA NailBase or Mid Ply plus Cap as
detailed in the Construction Details section of the Commercial
Systems Specifications Manual. Mechanically attach Flintlastic
SA NailBase Sheet to nailable substrates and adhere Flintlastic
SA PlyBase, Mid Ply and Cap to primed non nailable substrates.
Adhere Flintlastic SA materials in FlintBond SBS modified bitu-
men adhesive when lapping or installing over granuled surfaces.
Nail top edge of base flashing 9" O.C. through tin -discs. Sealingtopofthebaseflashingpriortoinstallationofcounterflashingisrecommended.
FLINTLASTIC SA NAILBASE SHEET, APPLIED USING HOT
ASPHALT OR FLINTLASTIC SA PLYBASE, SELF -ADHERED AS
BASE PLY
FLINTLASTIC SA CAP SHEET, SELF -ADHERED
FOR iilSE OVER MC9AAiilt.,ABILE DECKS OR
APPROVED IMSULATBODJ
Flintlastic SA Base required over insulation)
Non-NeDeck 6" End Lap (T
orApproved
d InsulationFlintPrime SA
Primer If Required)
End Laps
Staggered T
Apart (
min) Drainage 393/
a"
4" Lap'
3 Lap
393/8"
6" t End -
s f 19 „hs"
Lap J Flintlastic SA
Mid Ply, Flintlastic SA PlyBase or Flintlastic
SA Cap Flintlastic SANailBase" Flintlastic SA
NailBase, applied using hot asphalt, may be substituted S/-t`-
2 for the self -adhered Ply8ase or Mid Ply over primed concrete decks or approved insulation.
Do not apply PlyBase or Mid Ply using hot asphalt. Fitrlm9 SwIa-
zing Refer to
the General Requirements Section for information on reflective coatings
and optional surfacing. Re?w
20 COnTTMICIall Roofing Systeas GeMrag ReqLdrimmwnts Sections
and to Filintliastic SA CommmIrciai 68octring
Systems for deft n—Itions. Genwall ReqWrements
shall) be used in CCigijuncgion twit h
Rem System SpeciTocatiam Dnsadation aruLbr reamer specillicatliom
Fete the integration of aWmPriate addenda
i1rilo the nwin speci>ficaatiom ROOFUNG SYSTEM
SLffnMwY OF
lags per '000 Square Feet FlintPrime SA (
min.'is gal. per 100ft2) <1 lbs. Flintlastic SA
PlyBase (1 ply)* 44 lbs. Flintlastic SA
Cap Sheet (1 ply) 97 lbs. Approximate Total
Weight*" 142 lbs. Or 42
lbs plus the asphalt if Flintlastic SA NailBase mopped to primed concrete
Plus insulation
if used Note: Flintlastic
SA Mid Ply (or FlintFlash SA), FlintBond Trowel Grade and FlintBond
Caulk Grade are needed for flashing details and min- eral surface
membrane overlaps. FlintPrime SA is needed for sur- faces that
require priming. cards In
angles
of roof deck and vertical surfaces, the roofing contrac- tor shall
furnish and install an approved cant strip with a minimum 3" face. tea& System
VeTWIabo n Roof system
as shown requires ventilation as per NRCA recommendations. M
5/
08