549 Vikings Ln RESA20-0025 AdditionOWNER:ADDRESS:CITY:STATE:ZIP:
MORTON SARAH 549 VIKINGS LN ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
PHILLIPS BUILDERS LLC 1250 SELVA MARINA CIR ATLANTIC BEACH FL 32233
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
170703 0250 SEASPRAY
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
549 VIKINGS LN
RESIDENTIAL ADDITION SINGLE
OR TWO FAMILY RESIDENTIAL
ADDITION
ADDITION MASTER BED &
BATH $100000.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL
Notes:
Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247-
5814) to request an Erosion and Sediment Control Inspection prior to start of construction.
2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
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.
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.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 2/19/2021
PERMIT NUMBER
RESA20-0025
ISSUED: 2/19/2021
EXPIRES: 8/18/2021
RESIDENTIAL ADDITION PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $480.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $240.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $10.80
STATE DCA SURCHARGE 455-0000-208-0600 0 $7.20
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $938.00
3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL
Notes:
If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to
retention area and retention overflow must run to street.
4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container
cannot be placed on City right-of-way.
5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
6 PUBLIC WORKS CONSTRUCTION SITE MANAGEMENT INFORMATIONAL
Notes:
Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-Way Permit is required if using right-of-
way for construction parking.
7 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
8 PUBLIC WORKS TOPO SURVEY INFORMATIONAL
Notes:
Must provide a topographic (TOPO) survey with water retention for final C.C. Inspection.
9 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
10 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
2 of 2Issued Date: 2/19/2021
PERMIT NUMBER
RESA20-0025
ISSUED: 2/19/2021
EXPIRES: 8/18/2021
RESIDENTIAL ADDITION PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
Building Permit Application upddted 10/9/18
**ALL INFORMATION
HIGHLIGHTED IN GRAY
IS REQUIRED.
City of Atlantic Beach Building Department
800 Seminole Road, Atlantic Beach, FL32233
Phone: (904) 247 -5826 Email : B u i ld i ns-De pt@ coa b. us
Job Address: 5Lt1 {,(n}Cn t.a$e Permit Number:
Legal Description 45'6.{ t1- Ls'*iE Senspsav rctz5 BLK1 RE# t?C?O5 "Ca:iC
ValuationofWork(ReplacementCost)S,cC,,ac9Heated/CooledsF-Non-Heated/Cooled
o Classof Work: ENew EAddition trAlteration flRepair lMove nDemo trPool trWindow/Door
o Use of existing/proposed structure(s): ECommercial flResidential
e lf an existing structure, is a fire sprinkler system installed?: EYes RNo
Florida Product Approval #for multiple products use product approval form
Property Owner lnformation
Name 'TaV /vlotrrer.\Address 541 .,liL,*Gr Lnu€
City A. B state s\ zip 3LL33 errone clor{ -Otr{ -cl$oo
E-Mail 3Anaa,:crbNl trl @ i,r.,.^. l. tn^
Describe in detail the type of work to be performed:
An:tEP- be D,/'AAt{ ADurfror',t
Owner or Agent (lf Agent, Power of Attorney or Agency Letter Required)
Contractor lnformation
Name of Company 1?i-\r\(PS tsuriDgra$
Address 9{L (xFAll tst$D
Office Phone
Engineer'sName&Phone# Ldui5 Gtnts{Li€ t - elo'-l -ctbi-,q35
Workers Compensation lnsurer OR ExemptI Expiration Date
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 the standards of all the Iaws 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. NOTICE: ln 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 othergovernmental entities such as water management districts, state agencies, or
federal agencies.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable Iaws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTATN FrNAfler\G, CONSULT WITH YOUR LENDER OR AN
M ENCEM ENT.I
Agent)(Signature of Contra
Signed and sworn to (or affirmed)
OeiCoUq{-, ?ztrl-r , ovful
[ ] Personally Known ORIS
l\frr o d u ce d I d e ntif ica t io n
Job Site Contact Number
State Certification/Registration #
Signed and sworn to (or affirmed)iq{ore me tnif 1A
aay of
[ 4'Produced ldentification;;;.ffiffi*i:, i'"'€i A^ .,^, t,,
MY COMMlssloN # llt$$e
EXPIRES: June 3' 2021
BondJrrrru Notqrv Pu!1ic $ll{$OPIRES:O6bcrn,?s}4
Bo.'ded tlru Ndny hrlc thdorton
Typeof ldentification: Fi r(,r, ,rr,,,
(J \r'c{,r[ 4
Qualifying Agent
City A.B State
E
Architect Name & Phone #
RECORDING YOUR
dqy of
r(
RESA20-0025
NOTICE OF COMMENCEMENT
state of F L Tax Folio No.
County of Dii'f,q. I
To Whom lt May Concern:
The undersigned hereby informs you that improvements will be made to certain real property, and
of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT.
in accordance with Section 713
L;r 25 tsrK 1-Legal Description of property being lmproved: f> - C4 t1 -21" 2"i€SEAS?FA\,
Address of property being improved:5t{c1 r/ r (rN (r L.Ahu:
General description of improvements:Aocltrc ru
Owner: :ln t &\oglcti
Owner's interest in site of the improvement:
Fee Simple Titleholder (if other than owner):
Name:
Address:5qq v, (is(a I -Lr-i.€
Aoo.r ro r-r
contractor: ?H,\\,QS Bu r\DegS
Telephone No.: 96(r-3Yq -z'lcie1 Fax No:
Surety (if any)
Address:Amount of Bond S
Telephone No:Fax No:
person making a Ioan for the construction of the improvementsName and address of any
Name:
Add ress:
Phone No:Fax No:
Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may
be served: Name:
Address:
Telephone No:Fax No:
ln addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(21 (b), Florida Statues. (Fill in at Owner's option)
Name:
Address:
Telephone No:Fax No:
Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is
specified):
OWNER
signed)>---=,Date: /'r..a-zJ
Before me this ih day of f-k?'A,v,b,,v in the County of Duval, State
Of Florida, has personally appeared JlUr r.; 6\iz.li,r.; l-\o yr.ek, G
Notary Public at Large, State of Florida, Qounty of Duval. 7 /1
My commission expires: J uu., p a"" , 7 a.^ t4 I,'L'L ;p
MYCOMMTSSTON # HH 006249
EXPIRES: June 3,2024
THIS SPACE FOR RECORDER'S USE ONLY
Produced ldentification :
Bonded Thru i,lotary Publh Underydtsn
Address: qlz- Oc€nnt ts\v! 5'zz-35
-
Personally Known:
RESA20-0025
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Page 1 of 2
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
(904) 247-5800
BULLETIN 2-18
To: All Permit Applicants.
From: Dan Arlington, CBO
City Building Official
Date: May 9, 2018
Re: PRE-CONSTRUCTION, FORM BOARD, AND FINAL POST-
CONSTRUCTION SURVEYS REQUIRED.
Per COAB, Section 24-66(a), a PRE-CONSTRUCTION TOPOGRAPHICAL SURVEY and a POST-
CONSTRUCTION TOPOGRAPHICAL SURVEY are required for any new development.
Sec. 24-66. - Stormwater, drainage, storage and treatment requirements.
(a) Topography and grading. All lots and development sites shall be constructed and graded in such a manner so that the
stormwater drains to the adjacent street, an existing natural element used to convey stormwater (see section 22-303,
definitions: Stormwater management system), or a city drainage structure after meeting onsite storage requirements, as set
forth within this section. The city shall be provided with a pre-construction topographical survey prior to the issuance of a
development permit and a post-construction topographical survey prior to the issuance of a certificate of occupancy.
Elevations in all topographic surveys will be referenced to NAVD 1988. Said surveys shall be prepared by a licensed Florida
surveyor, and the requirement for either or both surveys may be waived by the director of public works if determined to be
unnecessary.
1. A pre-construction topographical survey must be provided with the building permit
application for any new development over 250 square feet.
2. A site survey, showing Finished Floor Elevation (FFE), Building Restriction Lines (BRL),
and distances to property lines must be on site for the Slab Inspection, where the proposed
structures are less than 0.5 feet from any BRL.
NOTE: A Form Board Elevation Certificate, signed by a licensed surveyor, may suffice, where
the proposed structures are greater than 0.5 feet from all BRLs.
(Blank Form Board Certificates are provided by the City)
3. A final post-construction topographical survey must be provided before the Final
Inspections can be scheduled.
Page 2 of 2
The surveys must be original document; prepared by a licensed surveyor; signed, sealed, and
dated; drawn to scale; and should be of sufficient size and clarity to indicate the location,
nature, and extent of the new work and the existing structures on the site. The surveys must also
show the locations and dimensions of the following: all impervious surfaces, pavers (new and
previously existing, not removed by construction), setbacks, distances from lot lines, finished
floor elevation, street address, site drainage patterns, and established finished grades. Where
on-site stormwater retention is required, elevations must be shown to fully define the retention
areas.
All elevations should reference NAVD 1988 and the elevation and location of the benchmark
for the survey should be indicated.
If the structure is located in a flood zone, please provide finis h floor elevations for all floor
le vels, including garages, enclosures, and habitable spaces. Additionally, a preliminary FEMA
Elevation Certificate is required before the slab is poured and a final Elevation Certificate is
required be fore final C.O. inspection, per FEMA and NFIP Guidelines.
Other features to be shown include flood zone boundary lines, base flood elevations (BFE),
flood ways, the Coastal Construction Control Line (CCCL), all easements , storm water
retention areas, all storm water requirements of COAB, Land Development Regulations,
Sectio n 24-66 and any other development features.
All fill dirt must be approved by Public Works before delivery.
The pre-construction, form board, and final post-construction surveys are important documents
for ensuring adequate drainage throughout neighborhoods, code compliance, and archiving this
information in the permanent record. We appreciate your cooperation in this matter.
DJA 5/9/2018, 10/02/2018
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stateor FL
County of DU Yif t
To Whom lt May Concern:
The undersigned hereby informs you that improvements will be
of the Florida Statutes, the following information is stated in this
NOTICE OF COMMENCEMENT
Tax Folio No.
made to certain real property, and in
NOTICE OF COMMENCEMENT.-2\.'ZiiE seAS?eA\,
accordance with Section 713
l:;r ZS tsrK'LLegal Description of property being improved: '3'> - Cq t1
Address of property
General description
being improved:g
of improvements:Aocl tre x)
owner: 5n t /rz\n€sri
Owner's interest in site of the improvement:
Fee Simple Titleholder (if other than owner):
Address: 54q v ,*\xh t xz.ig A.3 32233
AoDir ro r-r
Name:
contractor: ?HrttrQs Bu r\.DggS
Address: naL OCEA r,{ 6tVS <'tt33
Telephone No.: 1G(/-3yq -2.?.i6'l Fax No:
Surety (if any)
Address:
Telephone No:Fax No:
Name and address of any person making a loan for the construction of the improvements
Name:
Amount of Bond S
Address:
Phone No:Fax No:
Name of person within the State of Florida, otherthan himself, designated by owner upon whom notices or other documents may
be served: Name:
Address:
Telephone No:Fax No:
ln addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
71.3.06(2\ (b), Florida Statues. (Fill in at Owner's option)
Name:
Address:
Expi ration
specif ied):
Telephone No:Fax No:
date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is
Date: /'r..j-zJ
b
Personally Known:
Notary Public at Large, State of Florida, Qounty of Duval. _.,
Mycommissionexpires: JuUp 1"", 7e.'14 /r'
THIS SPACE FOR RECORDER'S USE ONLY
Doc#2021010319, OR BK 19536 Page'1418,
Number Pages: 1
Recorded 0111312021 09:10 AM,
JODY PHILLIPS CLERK CIRCUIT COURT DUVAL
COUNry
RECORDING $1O.OO
MYCOMMTSSToN # HH 006249
EXPIRES: June 3,2024
Bonded Thru Notary Public UndeilIltgr
Produced ldentification:
OWNER
Signed:
Before me this
Of Florida, has personally appeared
RESA20-0025
Revision Request lCorcection to Comments
City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL32233
Phone: (904) 247-5826 Email: Buildins-Dept@coab.us
r'*A[t INFORMATIOIII
HIGHLIGHTED IN
GRAY IS REQUIRED.
PERMIT #:
ITlRevision to lssued Permit oR
ProjectAddress: Sti t\
Contractor/contact Name: Lln, \\-r)
contacr Phone: Qatt :3til :;Qi1 Email:
Description of Proposed Revision / Corrections:
[J Corrections to Comments o"t", llirf *l
affirm the revision/correction to comments is inclusive of the proposed changes.
o_$ll proposed revision/corrections add additional square footage to original submittal?
[fr.r" ' [7lv", (additional s.f. to be added:
o.g(ill proposed revision/corrections add additional increase in building value to originalsubmittal?
Ilt,to[|*Yes(additionalincreaseinbuildi1gqalue:}#)1cont,actorm,stsignifincreaseinvaluation)
*Signature of Contractor/Agent:
I epproved
Revision/Plan Review
(Office Use Only)
I ruot Applicable to Department Permit Fee Due $I oenied
Department Review Required:
Building
Planning & Zoning
Tree Administrator
Public Works
Public Utilities
Public Safety
Fire Services
Reviewed By
Date
updoted 10/17/18
{'.
RESA20-0025
SURVEY, SOFFIT, AND ICYNENE
RESA20-0025
DIVISION:07 O0 0O-THERMAI AND MOISTURE PROTECTION
SECTION: 07 21 O0-THERMAL INSULATION
REPORT HOLDER:
ICYNENE, INC.
EVATUATION SUBJECT:
ICYNENE CLASSIC, CTASSIC ULTRA, CLASSIC UTTRA SELECT AND CTASSIC PLUS
"2014 Recipient of Prestigious Western Stafes Seismic Policy Council
(WSSPC) Award in Excellence"
NIITI
A subsidiary ot ibli$.it1i
ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically
addressed, nor are they to be cowtrued as an endorsement of the subject of the report or a recommendationfor its use.
There is no u/aruanty by ICC Evaluation Service, LLC, express or implied, as to any -finding or other matter in this
report, or as to any product covered by the report.
Copyright'z1tg ICC Evaluation Service, LLC. Allrights reserved.
(@
:n)t(: 'ir
P icL,l LIlI!nl,r, !,-lijr.:r!l
Most Widely Accepted ond Trusted
ICC-ES Evaluation Report ESR-L826
lCc-Es | (800) 423-6s87 | (562)699-0543 | www.icc-es.org
ICC-ES Evaluation Report ESR-1826
Rer.ssued February 2019
This repoft is subject to renewal February 2020.
www.icc-es.orq I (800) 423-6587 I (562) 699-0543 A Subsidiary of the lnternational Code Council@
DIVISION: 07 00 00-THERMAL AND MOISTURE
PROTECTION
Section: 07 21 OO-Thermal lnsulation
REPORT HOLDER:
ICYNENE,INC.
EVALUATION SUBJECT:
ICYNENE CLASSIC, CLASSIC ULTRA, CLASSIC
ULTRA SELECT AND CLASSIC PLUS
1.0 EVALUATION SCOPE
1.1 Compliance with the following codes:
r 2015, 2012and2009 tntemationalBuitding Code@ (lBC)
r 2015, 2012 and 2OO9 tntemational Residential Code@
(rRc)
. 2015,_2012 and 2009 lntemational Energy Conservation
code@ (lEcc)
1 2013 Abu Dhabi lnternationat Buitding Code (ADlBCf
lThe ADIBC is based on the 2009 lBC. 2009 IBC code s€ctions roferenced
in this report are the same ssctions in the ADIBC.
Properties evaluated:
I Surface buming characteristics
I Physical properties
r Thermal performance (R-values)
r Attic and crawl space installation
r Fire-resistance-rated construction
I Air permeability
I Exterior walls of Types l-lV construction
1.2 Evaluation to the following green standard:
2008 ICC 7OO National Green Building Standardil
(rcc 700-2008)
Attributas verified:
See Section 2.0.
2.0 usEs
lcynene Classic, Classic Ultra, Classic Ultra Select
(replaces Classic Max and Classic Max Select,
respectively) and Classic Plus are used to provide thermal
insulation in buildings and to seal areas such as plumbing
and conduit penetrations against air infiltration. The
insulations are for use in wall cavities and floor assemblies:
and in attic and craw| space installations as described in
Section 4.4.
The Classic, Classic Ultra and Glassic Ultra Select
insulations are for use in Type V construction under the
IBC and dwellings under the IRC; fire-resistance-rated
construclion when installed in accordance with Section 4.5;
and in Types I through lV construction when installed in
accordance with Section 4.6.
The Classic Plus insulation is for use in nonfire-
resistance-rated construction under the IBC and IRC and
in Types I through lV construction when installed in
accordance with Section 4.6.
The attributes of the insulations have been verified as
conforming to the provisions of ICC 70G'2008 Section
703.2.1.1.1(c) as an air impermeable insulation. Note that
decisions on compliance for those areas rest with the user
of ihis report, The user is advised of the project-specific
provisions that may be contingent upon meeting specific
conditions, and the verificalion of those conditions is
outside the scope of this report. These codes or standards
often provide supplemental information as guidance.
3.0 DESCRIPTION
3,1 General:
3.1.{ Glassic, Classic Uhra and Classic Ultra Select:
lcynene Classic, Classic Ultra and Classic Ultra Select are
lorardensity, open-cell, polyurethane foam plastic
insulations and air banier systems that are 100 percent
water-blqwn with an installed nominal density of 0.5 pcf
(8 kg/m3). The insutations are two-component, spray-
applied products. The two components of the insulation are
polymeric isocyanate (A-Component, also known as Base
Seal@) and proprietary resin (B-Component, Classic,
Classic Ultra or Classic Ultra Select Resin). When stored
at temperatures between sO"F (10'C) and 100'F (38'C),
the components have a shelf life of six months.
3.1.2 Classic Plus: The lcynene Classic Plus foam
plastic insulation is two-component, low density, open cell,
spray-applied, foam plastic with a nominal density of
0.7 pcJ ('t 1 kg/m'). The polyurethane foam is produced by
combining a polymeric isocyanate (A component) and
proprietary resin, Classic Plus (B component). When
stored at temperatures between 50"F (10'C) and 100"F
(38"C), the components have a shelf life of twelve months.
ICC-ES Evaluation Reputt are tot to be couttrued 6 representing aesthetics or any other amibutes not sp@ifcslly addr*sed, nor ore they to be cowtrued *
os an endorsement of ihe ruhject of rhe report ol a reqmmeadatin lor its use. Thire is no wonantl, by tic iraluition Seruice, LLC, exprus ot implied, ^ Hto qr\'findingor athtmartq in this rcport, or u to any product covered lry the repon. tr-'$:{.@
Copyright@ 2019 ICC Evaluation Service, LLC. A[ rights reserved.Page 1 of 7
rcc
EVATUATION
SERVICE Most Widely Accepted and Trusted
ESR-I826 I Most Widely Accepted and Trusted Page 2 of 7
3.2 Surface Burning Characteristics:
3.2.1 Glassic, Classic Ultra and Classic Ultra Select:
When tested in accordance with ASTM E84/UL 723, at a
thickness of 6 inqhes (152 mm) and a nominal density of
0.5 pcf (8 kg/m"), lcynene Classic, Classic Ultra and,
Classic Ultra Select have a flame spread index of 25 or
less and a smoke{eveloped index of 450 or less. There is
no thickness limit when installed behind a code-prescribed
1S-minute thermal barrier, except as noted in Section
4.3.1.2 and Table 2.
3.2.2 Glassic Plus: When tested in accordance with
ASTM E84|UL 723, al a thickness of 4 inches (152 mm)
and a nominal density of 0.7 pc'f (t t t<glm3), lcynene
Classic Plus has a flame spreacl inc,ex of 25 or less and a
smoke-developed index of 450 or less. There is no
thickness limit when installed behind a code-prescribed
1S-minute thermal banier, except as noted in Section
4.3.1.2 and Table 2.
3.3 Thermal Resistance:
lcynene Classic, Classic Ultra, Classic Ultra Select and
Classic Plus have thermal resistance (R-values) at a mean
tsmperature ot 75F (24"C) as shown in Table 1.
3.4 Air Permeabilitlr:
lcynene spray-applied foam plastic insulations are
considered air-impermeable insulation in accordance with
2015lBC Section 1203.3 and 2015 and 2012lRC Sections
R202 and R806.5 (2009 IRC Sections R202 and R806.4),
at the following thicknesses:
I Classic, Classic Ultra and Glassic Ultra Selec{:
Minimum, 3 inches (76 mm) based on testing in
accordance with ASTM 82178.
r Classic Plus: Minimum, 2 inches (51 mm) based on
tssting in accordance with ASTM E2178.
3.5 lntumescent Coatings:
3.5.1 No Burn PIus XD: No Burn Plus XD intumescent
coating is a latex-based coating supplied in 1-gallon (4L)
and Sgallon (19L) pails and S5gallon (208 L) drums. The
coating material has a shelf life of 12 months when stored
in factory-sealed containers at temperatures between 40"F
(4.4'C\ and 90'F (32.2"c).
3.5,2 DC 315 Goating: DC 315 coating (ESR-3702),
manufactured by lnternational Fireproof Technology,
lnternational lnc. / Paint To Protect lnc., is a water-based
inturnescent coating supplied in S-gallon (19L) pails and
S5-gallon (208L) drums. The coating material has a shelf
lite of 12 months when stored in factory-sealed containers
at temperatures between 50oF (10oC) and 80oF (27oC).
3.5.3 Fireshello FlOE Goating: Fireshell@ F10E coating,
manufactured by TPR2 Corporation (ESR-3997), is a
water-based intumescent @ating supplied in S-gallon (19L)
pails and S5-gallon (208L) drums. The coating material has
a shelf lile ot 12 months when stored in factory-sealed
containers at temperatures between 45'F (7.2'C) and 95oF
(35oC).
4.0 INSTALLATION
4.1 General:
The manufacturer's published installation instructions and
this report must be strictly adhered to and a copy of these
instructions and this evaluation report must be available on
the jobsite at all times during installation.
4.2 Application:
4.2.1 General: lcynene Classic, Classic Ultra, Classic
Ultra Select and Classic Plus foam plastic insulations must
be applied on the jobsite using two-component, 1-to-1
ratio, spray equipment specified by lcynene, lnc. The foam
plastic must not be sprayed onto a substrate that is wet, or
covered with frost or ice, loose scales, rust, oil or grease.
The foam plastic insulation must not be used in electrical
outlet or junction boxes or in contact with rain or water, and
must be protected from the weather during and after
application. Where the insulation is used as air-
impermeable insulation, such as in unvented attic spaces
regulated by 2015 IBC Section 1203.3 or IRC Section
R806, the insulation must be installed at a minimum
thicknesses noted in Section 3.4. The insulation can be
installed in one pass to the maximum thickness. Where
muttiple passes are required, the cure time between
passes is negligible.
4.2.2 Classic, Classic Ultra and Classic Ultra Select:
The insulation must be used in areas where the maximum
service temperature is no greater than 180'F (82"C). The
insulation must be applied when the temperature is at or
above 14"F (-10"C) and be protected from the weather
during and after application.
4.2.3 Classlc Plus: The insulation may be used in areas
where the maximum service temperature is no greater than
180"F (82"C). The insulation must be applied when the
temperature is at or above 14"F (-10'C) and be protected
from the weather during and after application.
4.3 Thermal Barrier:
4.3.1 Claseic, Classic Ultra, Classic Ultra Select and
Classic Plus:
4,3.1.1 Application with a Prescriptive Thermal
Barrier: lcynene Classic, Classic Ultra, Classic Ultra
Select and Classic Plus foam plastic insulations must be
separated from the interior of the building by an approved
thermal barrier, such as 'lrinch (12.7 mm) gypsum
wallboard installed using mechanical fasteners in
accordance with the applicable code, or an equivalent
1S-minute thermal barrier compllng with the applicable
code. When installation is within an attic or crawl space as
described in Section 4.4, a thermal barrier is not required
between the foam plastic and the attic or crawl space, but
is required between the foam plastic insulation and the
interior of the building. There is no thickness limit when
installed behind a code-prescribed 1S-minute thermal
barrier, except as noted in Section 4.3.1.2 and Table 2.
4.3.1.2 Application without a Prescriptive Thermal
Barrier or lgnition Barrier: The prescriptive 1S-minute
thermal barrier or ignition barrier may be omitted when
installation is in accordance with the following
requircments:
4.3.1.2.1 The insulation must be covered on all surfaces
with a fire protective coating at the minimum thickness set
forth in Table 2.
4.3.1.2,2 The maximum installed thickness of the
insulation must not exceed the thicknesses set forth in
Table 2.
4.3.1.2.3 The coating must be applied over the insulation
in accordance with the coating manufacturer's instructions
and this report.
4.4 Attics and Crawl Spaces:
4.4.1 Classic, Classic Ultra and Classic Ultra Select:
4.4.1.1 Application with a Prescriptive lgnition Barrier:
When lcynene Classic, Classic Ultra and Classic Ultra
Select foam plastic insulations are installed within attics
where entry is made only for service of utilities, an ignition
ESR-1826 I /tlost Accepted and Trusted
barrier must be installed in accordance with IBC Section
2603.4.1.6 and IRC Sections R316.5.3 and R316.5.4, as
applicable. The ignition banier must be consistent with the
requirements for the type of construction required by the
applicable code and musi be installed in a manner so that
the foam plastic insulation is not exposed. The Classic,
Classic Ultra or Classic Ultra Select insulation may be
installed in unvented attics when the ioam ptastic is applied
at a minimum thickness of 3 inches (76 mm) in accordance
with 2015 IBC Section 1203,3 or 2015 and 2012 IRC
Sec'tion R806.5 (2009 IRC Section R806.4), as applicable.
4.4.1.2 Application without a Prescriptive lgnitiron
Barrier: Where lcynene Classic, Classic Ultra and Classic
Ulka Select foam plastic insulations are installed in an attic
or crawl space without a prescriptive ignition banier, in
accordance with Sections 4.4.1.2.1, 4.4.1.2.2, 4.4.1.2.3
and 4.4.'l .2.4, the following conditions apply:
1. Entry to the attic or crawl space is only for service of
utilities and no storage is permitted.
2. There are no interconnected attic, crawl space or
basement areas.
3. Air in the attic or crawl space is not circulated to other
parts of the building.
4. Combustion air is provided in accordance with IMC
Section 701.
5. Attic ventilation is provided when required by IBC
Section 1203.2 ar IRC Section R806, except when
air-impermeable insulation is permitted in unvented
attics in accordance with 2015 IBC Section 1203.3 or
2015 and 2012 IRC Section R806.5 (2009 IRC
Section R806.4), as applicable.
6. Under-floor (crawl space) ventilation is provided when
required by 2015 IBC Section 1203.4 (2012 and 2009
IBC Section 1203.3) or IRC Section R408.1, as
applicable.
4.4.1.2.1 Attica-Classlc, Classic Ultra and Classic
Ulira Selec't: ln attics, Icynene Classic, Classic Ultra and
Classic Ultra Select foam plastic insulations may be spray-
applied to the underside of the roof sheathing and/or
rafters, as described in this section. The thickness of the
foam plastic applied to the underside of the roof sheathing
musi not exceed 14 inches (356 mm). The thickness of the
spray foam insulation applied to vertical wall surfaces must
not exceed 5.5 inches (140 mm). The insulation must be
covered on all surfaces with one of the coatings described
in Section 3.5. The coating must be applied over the
insulation in accordance with the coating manufacturer's
instructions and this report. Surfaes to be coated must be
dry, clean, and free of dirt, loose debris and other
substances that could interfere with adhesion of the
coating. The coating is applied in one coat with low
pressure airless spray equipment. The coating must be
applied to a thickness as follows:
r No Burn Plus XD at a minimum thickness of 6 wet mils
(0.15 mm) [4 dry mils (0.1 mm) dry film thickness],
applied at a rate of 0,4 gallon (1.5 L) per 100 sguare
feet (9.2 m').
r DC 315 at a minimum thickness of 4 wet mils (0.1 mm)
[3 dry mils], applied a!a rate of 0,3 gallon (1.1 L) per
100 square feet (9.2 m').
The coatings must be applied when ambient and
substrate temperature is at least 60"F (16"C) and no more
than 95"F (35'C). All other surfaces (including glass) must
be protected against damage from the coating. The
insulation may be installed in unvented attics when the
3of7
foam plastic is applied at a minimum thickness of
3.5 inches (89 mm) as described in this section in
accordance with 2015 IBC Section 1203.3,2015 and 2012
IRC SecUon R806.5 or 2009 IRC Section R806.4, as
applicable.
1.4.1.2.2 Attics-Classic Ultra and Classic Ultra
Select When Classic Ultra or Classic Ultra Select is
applied in unvented attics conforming to 2015 IBC Seclion
1203.3 and 20,15 and 2012 IRC Section R806.5 or 2009
IRC Section R806.4, the insulation may be applied to the
underside of roof sheathing and/or rafters to a minimum
thickness of 31/e inches (90 mm) and may be applied to
vertical wall surfaces to a minimum thickness of 3'lz inches
(90 mm). Maximum thickness on the underside of roof
sheathing or on vertical wall surfaces is 20 inches
(508 mm). The insulation may be left exposed to the attic
without a prescriptive ignition banier or an intumescent
coating.
The attic must have attic access complying with IRC
Section R807, horizontally placed in the floor, and opening
outward toward the living space. ltems penetrating the roof
deck or walls, such as skylight wells and vents, must be
covered with a minimum of 3'lz inches (90 mm) of the
Classic Ultra or Classic Ultra Select insulation.
4.4.1.2.3 Crawl Spaces: ln crawl spaces, lcynene
Ctassic, Classic Ultra or Classic Ultra Select insulations
may be spray-applied to vertical walls and the underside of
floors, as described in this section. The thickness of the
foam plastic applied to the underside of the lloors must not
exceed 14 inches (356 mm). The thickness of the spray
foam plastic insulation applied to vertical wall surfaces
must not exceed 3'lz inches (88.9 mm). The foam plastic
does not require an ignition barrier or a coating.
4.4.1.2.1 Use on Attic Floors: When used on attic floors,
lcynene Classic, Classic Ultra or Classic Ultra Select foam
plastic insulations may be installed at a maximum
thickness ol 111 lz inches (292 mm) between joists in attic
floors. The insulation must be separated from the interior of
the building by an approved thermal barrier. The coatings
specified in Section 4.4.1.2.1 and the ignition barrier in
accordance with IBC Sectlon 2603.4.1.6 and IRC Section
R316.5.3, may be omitted.
4.4.2 Classic Plus:
4.4.2.1 Appllcation with a Prescriptive lgnition Barrier:
When lcynene Classic Plus is installed up to a maximum
thickness of 4 inches (102 mm) within attics or crawl
spaces where entry is made only for service of utilities, an
ignition banier must be installed in accordance with IBC
Section 2603.4.1.6 and IRC Sections R316.5.3 and
R316.5.4, as applicable. The ignition barrier must be
consistent with the requirements for the type of
construction required by the applicable code and must be
installed in a manner so that the foam plastic insulation is
not exposed. lcynene Classic Plus may be installed in
unvented attics when the foam plastic is applied at a
minimum thickness of 2 inches (51 mm) in accordance
with 2015lBC Section 1203.3,2015 and 2012lRC Section
R806.5 or 2009 IRC Section R806.4, as applicable.
44.2.2 Application without a Prescriptive lgnition
Barrier: Where lcynene Classic Plus insulation is installed
in accordance with Sections 4.4.3.2.1 , 4.4.3.2.2, and
4.4.3.2.3, the following conditions apply:
1. Entry to the attic or crawl space is to service utilities,
and no storage is permitted.
2. There are no interconnected attic or crawl space
areas.
ESR-1826 I Most Widely Accepted and Trusted Page 4 ot 7
instialled horizontally on each face with vertical joints
located over the studs, attached with 6d box nails, 2 inches
(51 mm) long and spaced 24 inches (610 mry) on center
along the studs, and a second layer of "/e-inch-thick
(15.9 mm) Type X gypsum wallboard installed vertically on
each face, aitacnea witn 8d box nails,2llz inches (64 mm)
long and spaced 7 inches (178 mm) on center along the
studs. The stud cavity contains lcynene Classic, Classic
Ultra or Classic Ultra Select insulation nominally 2 inches
(51 mm)thick.
Axial loads applied to the wall assembly must be limlted
to the least of the following:
r 1,805 pounds (8029 N) perstud.
t Design stress of 0.78 F'c.
r Design stress of 0.78 F'c at a maximum lJd of 33.
4.5.1.2 Assembly 2 (Limited Load-bearing W_ood Stud
Wall): Minimum nominally 2-by4 l1'lz by 3'/z inches
(38 mm by 89 mm)l southem pine (G = 0.55), No.2 grade
studs spaced 16 inches (406 mm) on center with two
layers of '/z-inch-thick (12.7 mm) Type X gypsum
wallboard installed vertically with joints staggered on each
face, attached with 8d box nails, 2'lz inches (64 mm) long
and spaced 7 inches (178 mm) on center along the studs
for lhe face layer and 6d cement coaied box nails, 2 inches
(51 mm) long and spaced 24 inches (610 mm) on center
along the studs. The stud cavity contains lcynene Classic,
Classic Ultra or Classic Ultra Select insulation nominally
2 inches (5'l mm) thick.
Axial loads applied to the wall assembly must be limited
to the least of the following:
r 1,805 pounds (8029 N) per stud.
r Design stress of 0.78 Pc.
r Design stress of Q.78 F'c at a maximum lJd of 33.
4.5.1.3 Assembly 3 (Floor/Ceiling); Minimum nominally
2-by-10 11' lz by g'/n inches (38 mm by 235 mm)l Douglas
fir, No. 2 grade wood joists spaced 24 inches (610 mm) on
center, with minimum 1-by-3 ['/a by 2'lz inches ('19.1 by
6a mm)l spruce bridging at micl-span. Floor decking
must be minimum '/2-inch-thick (12.7 mm) exterior grade
plywood installed perpendicular to joists and fastened with
2-inch-long (51 mm) ring shank nails 6 inches (152 mm) on
center at the joints and 12 inches (305 mm) on center at
the intermediate joists. Plyrvood joints must occur over
joists. lcynene Classic, Classic Ultra or Classic Ultra Select
insulation must be applied to the underside of the plywood
deck between the joists to a depth of 5 inches (127 mml.
Two layers of minimum "/e-inch-thick (15.9 mm), Type X
gypsum wallboard must be attached perpendicular to the
joists on the ceiling side of the assembly. The first layer
must be attached with '1 '/r-inch-long (32 mm), Type W
drywall screws, spaced 24 inches (610 mm) on center. The
second layer must be applied perpendicular to the joists,
offset 24 inches (610 mm) from the base layer. The second
layer must be attached with 2-inch-long (51 mm), Type S
drywall screws spaced 12 inches (305 mm) on center.
Additional fasteners must be installed along the butt joints
of the second tayer, securing the two layers together.
These fasteners must be 1 '/rinch-long (38 mm), Type G
drywall screws placed 2 inches (51 mm) back from each
end of the butt joint and spaced 12 inches (305 mm) on
center. The wallboard joints on the exposed side must be
treated with paper tape embedded in joint compound and
topped with an added coat of compound, and the fastener
heads must be coated with joint compound in accordance
with ASTM C840 or GA-216.
3. Air in the attic or craw,l space is not circulated to other
parts of the building.
4. Combustion air is provided in accordance with IMG
Section 701.
5. Attic ventilation is provided when required by IBC
Section 1203.2 or IRC Section R8O6, except when
air-impermeable insulation is permitted in unvented
attics in accordance with 2015 IBC Section 1203.3 or
2015 and 2012 IRC Section R806.5 or 2009 IRC
Section R806.4, as applicable,
6. Under-floor (crawl space) ventilation is provided when
required by 2015 IBC Section 1203.4 (2012 and 2009
IBC Section 1203.3) or IRC Section R408.1, as
appticable.
4.4.2.2.1 Attics: ln attics, lcynene Classic Plus insulation
may be spray-applied to the underside of the roof
sheathing and/or rafters, the underside of wood floors, and
vertical surfaces, as described in this section. The
thickness of the foam plastic applied to the underside of
the top of the space must not exceed 14 inches (356 mm).
The thickness of the spray foam plastic insulation applied
to vertical wall surfaces must not exceed 8 inches
(203 mm). The foam plastic insulation must be covered on
all exposed surfaces with DC315 intumescenl coating at a
minimum thickness of 4 wet mils (0.1 mm) [3 dry mils
(0.08 mm)1, applied at a rate ot 0.25 gallon (0.95 L) per
100 square feet (9.2 m'). The coating must be applied over
the lcynene Classic Plus insulation in accordance with
the coating manufacturer's instructions and this report.
Surfaces to be coated must be dry, clean, and free of dirt,
loose debris and other substances that could interfere with
adhesion of the coating. The coating is applied in one coat
with low-pressure airless spray equipment.
The coating must be applied when ambient and
substrate temperature is at least 60"F (16'C) and no more
than 95"F (35'C). All other surfaces (including glass) must
be protected against damage from the coating.
lcynene Classic Plus insulation may be installed in
unvented attics when the foam plastic is applied at a
minimum thickness of 2 inches (51 mm) as described in
this section, in accordance with 20'15 IBC Section 1203.3,
2015 and 2012 IRC Section R806.5 or 2009 IRC Section
R806.4, as applicable.
4.4.2.2.2 Crawl Spaces: ln crawl spaces, lcynene
Classic Plus insulation may be spray-applied to vertical
walls and the underside of floors, as described in this
section. The thickness of the foam plastic applied to the
underside of the floors musl not exceed 14 inches
(356 mm). The thickness of the spray foam plastic
insulation applied to vertical wall surfaces must not exceed
8 inches (203 mm). The insulation must be covered with
DC-315 coating as described in Section 4.4.2.2.1.
4.4.2.2.3 Use on Attie Floors: lcytene Classic Plus
insulation may be installed at a maximum thickness of
13 inches (330 mm) between joists in attic floors. The
insulation must be separated from the interior of the
building by an approved thermal banier. The insulation
does not require an ignition banier or a coating.
4.5 One-hour Fire-resistance-rated Assembliesl
4.5.1 Glassic, Classic Ultra and Classic Ultra Select:
4.5.'1.1 Assembly I (Limited Load{earing W.ood Stud
Wall): Minimum nominally 2-by4 f1'lz by 3'lz inches
(38 mm by 89 mm)lsouthem pine (G = 0.55), No. 2 grade
studs spaced 16 inches (406 mm) on center with a base
layer of '/z-inch-thick (12.7 mm). wood fiber sound board
ESR-I826 I Most Widely Accepted and Trusted Pase 5 of 7
4.5.1.4 Assembly 4 (Non-loadbearing Steel Stud Wall):
Nominally 6-inchdeep (152.4 mm), No. 18 gage,
galvanized steel studs spaced 16 inches (406.4 mm) on
center, are friction-fit into No. 18 gage galvanized steel
floor and ceiling track with a layer of s/a-inch-thick
('15.9 mm),Type X gypsum board applied to the interior
side with the lo"ng edge parallel to steel studs and secured
using No. 6, 1'L-inch{ong (31.7 mm), self-drilling drywall
screws spaced 8 inches (203 mm) on center around the
perimeter and 12 inches (305 mm) on center in the field.
The gypsum board joints rnust be feated with vinyl or
casein, dry or premixed joint compound applied in two
coats to cover all exposed screw heads and gypsum board
butt joints, and a minimum 2-inch-wide (51 mm) paper,
plastic, or fiberglass tape embedded in the first layer of
compound over butt joints of the gypsum board. The stud
cavity is flled with lcynene Classic, Classic Ultra or Classic
Ultra Select insulation up to 6. inches (152 mm) thick.
DensGlass@ Exterior Sheathing, r/z inch (12.7 mm) if,icX, ls
installed parallel to steel studs with vertical joints offset a
minlmum of 't6 inches (406 mm) from the vertical joints of
the gypsum board and the horizontal joints offset a
minimum of 24 inches (610 mm) from the horizontal joints
of the gypsum board. The sheathing is attached using
No. 6, 1'la-inch-long (31.7 mm), self-drilling drywall screws
spaced I inches (203 mm) on center around the perimeter
and in the field. Hohmann & Bamard DW-10 brick ties,
6 inches (152 mm) long by '11lrinches (38 mm) wide, are
spaced 16 inches (406.4 mm) on center vertically on each
steel stud, and secured, using two 1"/rinch'long (41.3 mm)
selfdrilling screws, through 4-inch (102 mm) red clay brick
[3-'/z inches (88.9 mm) by 2'lt inches (57.1 mm) by
7'la inches (197 mm)l laid in a running bond pattem with
Type S mortar, leaving a nominally l-inch (25.4 mm) air
gap between the brick and the exterior sheathing.
Optional: lt is permitted to add code-complying,
expanded polystyrene (EPS), extruded polystyrene (XPS),
foil-faced, rigid polyurethane board stock or polyurethane
spray foa4 on the exterior of the wall (between the
DensGlass@ sheathed wall and the brick), while
maintaining the 1-inch (25.4 mm) air space. The length of
the brick ties must be increased to account for the
thickness of the insulation.
4.6 Exterior Walls in Type l, ll, lll and lV Construction:
4.6.1 General: When used on exterior walls of Types l, ll,
lll or lV construction, the assembly must comply with IBC
Section 2603,5 and this section, and the Classic, Classic
Ultra and Classic Ultra Select insulations must be installed
at a maximum thickness described in Table 3. The
potential heat of lcynene insulations tested in accordance
with NFPA 259 is as follows:
r Classic, Classic Ultra and Classic Ultra Select:
494 Btu/ft2 (5.6 MJ/m2) per inch of thickness
4.6.2 Specific Wall Assemblies: Wall assemblies
complying with Section 4.6 must be as described in
Table 3.
s.0 coNDlTtoNs oF usE
The lcynene Classic, Classic Ultra, Classic Ultra Select
and Classic Plus spray-apy'ied polyurethane foam plastic
insulations described in this report comply with, or are
suitable altematives to what is specifred in, those codes
listed in Section 1.0 of this report, subject to the following
conditions:
5.1 This evalualion report and the manufacturer's
published installation instructions, when required by
the code official, must be submitted at the time of
permit application.
5.2 The insulation must be installed in accordance with
the manufaclurer's published installation instructions,
this evaluation report and the applicable code. lf there
is a conflict between the installation instructions and
this report, this report governs.
5.3 The insulation must be separated from the interior of
the building by an approved 1S-minute thermal
banier, except as noted in this report.
5.4 Since the performance of Classic Ultra and Classic
Ultra Select, when installed in unvented attics without
a code-prescribed ignition barrier or an intumescent
coating, is based on fire performance of an unvented
attic, the installation must be approved by the code
official as conforming with the provisions of Section
4.4.1 .2.2 and Conditions 't to 5 of Section 4.4.1 .2.
5.5 When Claseic Ultra and Classic Ultra Select insulation
is installed under Section 4.4.1 .2.2 of this report, a
certificate must be placed in the attic stating that the
foam plastic insulation has been installed in
accordance with Conditions 1 through 5 of Section
4.4.1.2 and the terms of Section 4.4.1.2.2 at
ESR-1826; any alterations to the aftic or insulation
must be consistent with those requirements.
5.6 The insulation must not exceed the thicknesses and
densities noted in this report.
5.7 The insulation must be protected from the weather
during and after application.
5.8 The insulation must be applied by licensed dealers
and installers certified by lcynene, lnc.
5.9 Use of the insulation in areas where the probability of
termite infestation is "very heavy" must be in
accordance with IRC Section R318.4 or IBG Section
2603.8, as applicable.
5.10 Jobsite certification and labeling of the insulation must
comply with 2015 IRC Sections N1101.10.1 and
N1101.10.1.1 (2012 IRC Sections N1101.12.1 and
N1101.12.1.1 or 2009 IRC Sections N110'1.4 and
N1101.4.1) and 20'15 and 2012 IECC Sections
C303.1.'1 , C303.1.1.1, R303.1.1 and R303.1.1.1
(2009 IECC Sections 303.1.1 and 303.1.1.1), as
applicable.
5.11 A vapor retarder must be installed in accordance with
the applicable code.
5.12 lcynene Classic, Classic Ultr:a, Classic Ultra Select
and Classic Plus foam plastic insulations ate
manufactured in Mississauga, Ontario, Canada, under
a quality control program with inspections by ICC-ES.
6.0 EVIDENCE SUBMITTED
6.1 Data in accordance with the IGC-ES Acceptance
Criteria for Spray-applied Foam Plastic lnsulation
(AC377), dated April 2016.
6.2 Reports of tests in accordance with AC377 Appendix
X [Classic, Classic Ultra and Classic Ultra Select
(Section 4.4.1.2.1') and Classic Plus (Sections
4.4.3.2.1 and 4.4.3.2.3I and Appendix C lClassic,
Classic Ultra and Classic Uttra Select (Section
4.4.1.2.3)1.
6.3 Test report on air leakage rate in accordance with
ASTM E2178 (Classic, Classic Ultra and Classic Ultra
Select and Classic Plus).
6.4 Reports of room corner fire testing in accordance with
NFPA 286 (Classic, Classic Ultra, Classic Ulira Select
and Classic Plus).
ESR-1826 | Most Widely Accepted and Trusted Page 6 ot 7
6.5 Test reports in accordance with ASTM El 19 (Classic,
Classic Ultra and Classic Ultra Select).
6.6 Test report in accordance with NFPA 285, and related
engineering analysis (Classic, Classic Ultra and
Classic Ultra Select).
6.7 Reports of tests in accordance with NFPA 259
(Classic, Classic Ultra and Classic Ultra Select).
6.8 Reports of fire tests in accordance with ASTM E970
(Classic, Classic Ultra, Classic Ultra Select and
Classic Plus).
6.9 For Classic Ultra and Classic Ultra Select, an
engineering evaluaton, including full-scale fire testing,
small-scale testing and fire modeling (Section
4.4.1.2.2).
7.0 IDENTIFICATION
7.1 AII packages and containers of Classic, Classic Ultra,
Classic Ultra Select and Classic Plus insulations must
be labeled with the lcynene, lnc., name and address;
the product name; component designation (A or B);
the flame spread index and the smoke-developed
index; the expiration date; the name of the inspection
body (ICC-ES); and the evaluation report number
(ESR-1826).
No Burn Plus XP lntumescent coating described in
Section 3.5.1 is identified with the manufacture/s
name and address, the product trade name and use
instructions.
The lntemational Fireproof Technology, lnc. / Paint
To Prolect lnc. DC 315 coating described in Section
3.5.2 is identified with the manufacturer's name and
address, the product trade name, date of
manufacture, shelf life or expiration date, the
manufacturer's application instructions and the
evaluation report number (ESR-3702).
Fireshell F10E coating is labeled with the
manufacturer's name and address; the product name;
the date of manufacture; the shelf life or expiration
date; the manufacturer's instructions for application;
and the evaluation report number (ESR-3997),
7.2 f he report holder's contact information is as follows:
ICYNENE,INC.
6747 CAiiPOBELLO ROAD
MISSISSAUGA, ONTARIO LsN 2L7
CANADA
(90s) 363-4040
www,icvnene.com
TABLE 1-THERMAL RESTSTANCE (R.VALUES)
F.VALUE fF.ff.h/Btu)
THICKNESS
(inches)
Classic, Classic Ultra and
Classic Uttra Select Classic Plus
I 3.7 4.0
Z 7.4 8.0
c 11 12
3.5 13 14
4 14 16
5 18 20
5.5 20 22
6 22 24
7 25 28
7.5 27 30
8 ,o 5t
o 32 36
9.5 34 38
10 36 40
1 1.5 41 42
13.5 54
14 50 56
For Sl: 1 inch = 25.4 mm. 1"F.ft'z'h/Btu = 0.176
1R-values are calculated based on tested K values at l- and 3.Sinch thic*nesses.2R-values greater than 10 are rounded to the nearest whole numb6r.
ESR-1826 I Most Widely Accepted and Trusted Page 7 ol 7
INSULANON TYPE
tlAXIirlUM
THICKNESS (in.)
(Walls & Vertical
Surlac6s)
MA)(lMUM
THICKNESS (in.)
FIRE-PROTECNVE COAIING
I,INIMUM THICKNESS &
TYPE (Applied to all Foam
Surtac€s)'
MINIMUM THEORETICAL
APPLICATION
RATE OF FIRE.
PRgTECTTVE COATINGA
TESTS
(ueilrng8r unoersroo ot ttoot
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CLASS|C, CI-ASSTC
ULTRAAHD
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SELECT
6 14 DC315
20 mils WFT / 13 mils DFT 1.25 gal I 1O0lt2 NFPA 286
71lt 111 lz Fireshell F10E
21 milsWFT/'14 mils DFT 1 .31 gal / 100 fC NFPA 286
CLASSIC PLUS 6'lt 111 !z DC315
20 mils WFT/ 13 mils DFT 1 .25 gal / 100 ft2 NFPA 286
inc.h = 25 mil = O O254 338 o o93 NA
TABLE 2_TJSE OF INSULATION WITHOUT A PRESCRIPTIVE THERMAL BARRERT
Sl: 'l inch = 25.4 mm: l mil = 0.0254 mm; 'l gallon = 3.38 L; 1 ft'?= 0.093 fiZ; NA = not applicable,
lsee Section 4.3.1 .2.2see Sections 3.5.2 and 3,5.3.3As reported in the manufactur€ds application instructions. Actual application rate, based on specific proiect conditions, must be in acrordance with the
manuf actureis application instructions.
TABLE TNFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES
WALL COMPONENT MATERIALS
Base Wall System -
Use either 1, 2 or 3 2-
3-
t-Concrete wall.
Concrete masonry wall.
Minimum 3s/rinch{eep (92 mm), No. 20 gage, Gshaped steel studs, spaced a maximum of
24 inches on center with lateral bracing every 4 feet (1219 mm) as nequired by code. Sheathing
shall be a described in Exterior Sheathing below.
Floorline Firestopping Llinimum 4 pcf mineral r,rcol in each stud cavity at each floorline, attached with Z-clips. Thickness
TUst match stud cavity depth.
Cavity lnsulation -
Use either '1, 2,3, 4 ot 5
1 - None.
2 - P_artial csvity fill with a maximum air space of 2 inches (51 mm) or rull cavity depth not exceeding
7% inches (194 mm) of Classic, Classic Plus, Classic Ultra or Classic Ultra Select (ESR-1826);
MD-R-210 (ESR-3a93): MD-C-200 (ESR-3199); or Proseal (ESR-3500).
3 - Any insulation qualilied as noncombustible in accordance with ASTM E136.
4 - Glass fiber batt insulation".
5 * Mineral fiber insulation'.
a lnsulation must comply with the applicable requirements of ?s15 ot 2012lBC Section 720.2
(2009 IBC Section 719.2).
Exterior Sheathing - Only for Base Wall
System No.3 -
Use either 1 or 2
1 - Minimum '/zinch-thick (12.7 mm), ), glass mat gypsum sheathing complying with ASTM C1177.
2 - Sheathing shall be attached with No.6, 11L- inch-long (32 mm)sef-tapping scrows located
8 inches (203 mm) on center along the perimeter and 12 inches 302 mm) on center in the field of
wallboard. Joints must be tiaped and treated with joint compound in accordance with ASTM
C840 or GA-216.
Exterior lnsulation Uaximum thickness of 51/z inches (140 mm) of Proseal Eco (MD-R-210) (ESR-3493) or Proseal
iESR-3500).
Exterior Wall Covering -
Use either 1, 2, 3, 4,5, 6 or 7
1 - Brick - standard nominally 4-inch-thick (102 mm) day brick: bric* veneer anchors - standard
types installed a maximum of 24 inches OC vertically on each studD.
2 - Stucco - minimum %-incn-tni* (19.1 mm), Bxterior cement plaster and lath with a secondary
water-resistive banier may be installed between the exterior insulation and th€ lath.
3 - Natural stone (limestone, granite, marble, sandstone), minimum 2-inch-thick (51 mm)".
4- Cast artificial stone, minimum 1rlrinch-thick (38 mm), cornplying with AC51 and subject of a
cunent ICGES evaluation report".
5 - Teracotta cladding, minimum of 11L-inch-thick (32 mm)".
6 - Precast concrete panels, minimum of 1l/rinch-thick (32 mm)'.
7 - Concrete masonry units (CMU), minimum of 1l/rinch-thick (38 mm)".
b.-." The maximum air gap between exterior insulation and cladding shall be 2 inches (51 mm).
"Any standard non-openjointed installation technique such as ship-lap, etc., may be used.
SUBMITTED
il1A2021 Florida Building Code Online
> &orlEcgg-S! > Appllclu,on D€tall
FUi2502
New
2020
Approved
Ply Gem Siding Group
2405 Campbell Road
Sidney, OH 45365
(937) 498-6720
alan.hoying@plygem.com
Alan Hoying
alan. hoyIn g @plyqem.com
Panel Walis
5offits
Evaluation Report from a Florlda Registered Architect or a Ucensed Florida
Professional Engineer
Evaluation Report - Hamlcopy Received
ECIS Home Log ln Ulcr RcgistElion HotToPics Submitsurdrarge 9EE&FaqE Publications ContactUs i gClSSitel'tap Unts Serrch
PE-193s4
lntertek ?estlng Services M. Inc. - QA Entity
L213u2023
Ted Berman, PE
validauon check[st - Hardcopy Received
F132502 R.0 COI 2020 FBC - COI - Mastic S.pffft.Fdf
Standard YGrr
AAMA 1402 2009
ASTM D3679 zOL?
: Equivalence of Product standardsr Certified By
. Sections from the Code
Product Approval Method Method 1 Optlon D
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subcategory
Cornpliance Method
Florida EnEineer or Architect Narne who devehped the Allen Reeves
Evafuation Report
Fbrida Liceose
Quality Assurance Entity
Quality Assurance Contra€t Expiratioil Date
Validated By
Certlticate of Independence
Referenced Standard and Year (of Standard)
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Safe
Approved for use In HVHZ! No
Approved for use outsld€ HVHZ, Yes
Itnpact R.sistanti NIA
Dcsign Pressure: N/A
Othcr: See hoduct Evaluatlon Report fior Product Design
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InstallaHon Instructlons
Fl325O2 R0 1I 2O2O F8C - Instollatlon Detail - Mastic
Sofnt.Ddf
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Cr€ated by Indeprndent Third Party: Yes
Evaluation Reports
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2020-Dec-17 08:58:17
Right-Suite® Universal 2019 19.0.21 RSU13256 Page 1
...llips Bldrs\MISC\549 Vikings Ln(Morton Add).rup Calc = MJ8 Front Door faces: SW
PHILL472Job:Manual S Compliance Report 12/17/20Date:Entire House DRSBy:
A/C Masters HVAC, Inc.
445 Tresca Road, Suite #306, Jacksonville, FL 32256 Phone: 904.722.8995 Fax: 904.722.8944
Project Information
Phillips Builders, LLC.For:
992 Ocean Boulevard, Atlantic Beach, FL 32233
Phone: 904.349.2999
Cooling Equipment
Design Conditions
°F76.4Entering coil DB:Btuh7908Sensible gain:°F93.0Outdoor design DB:
°F63.2Entering coil WB:Btuh2739Latent gain:°F77.0Outdoor design WB:
Btuh10647Total gain:°F75.0Indoor design DB:
cfm400Estimated airflow:%50Indoor RH:
Manufacturer's Performance Data at Actual Design Conditions
Split ASHPEquipment type:
NTXSKS12A112A*+NAXAMT12A112A*Model:Mitsubishi ElectricManufacturer:
cfm400Actual airflow:
% of load112Btuh8880Sensible capacity:
% of load114Btuh3120Latent capacity:
%74SHR:% of load113Btuh12000Total capacity:
Heating Equipment
Design Conditions
°F69.3Entering coil DB:Btuh17453Heat loss:°F32.0Outdoor design DB:
°F70.0Indoor design DB:
Manufacturer's Performance Data at Actual Design Conditions
Split ASHPEquipment type:
NTXSKS12A112A*+NAXAMT12A112A*Model:Mitsubishi ElectricManufacturer:
cfm400Actual airflow:
°F36Capacity balance:% of load86Btuh15000Output capacity:
°F-99Economic balance:Btuh2453Supplemental heat required:
Elec stripBackup equipment type:
Model:Manufacturer:
cfm400Actual airflow:
°F35Temp. rise:% of load194kW9.9Output capacity:
Meets all requirements of ACCA Manual S.
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2020-Dec-17 08:58:18
Right-Suite® Universal 2019 19.0.21 RSU13256 Page 1
...llips Bldrs\MISC\549 Vikings Ln(Morton Add).rup Calc = MJ8 Front Door faces: SW
PHILL472Job:Project Summary 12/17/20Date:Entire House DRSBy:
A/C Masters HVAC, Inc.
445 Tresca Road, Suite #306, Jacksonville, FL 32256 Phone: 904.722.8995 Fax: 904.722.8944
Project Information
Phillips Builders, LLC.For:992 Ocean Boulevard, Atlantic Beach, FL 32233
Phone: 904.349.2999
549 Vikings Lane
Morton Addition
Notes:
Design Information
Jacksonville, Int'l Airport, FL, USWeather:
Winter Design Conditions Summer Design Conditions
Outside db °F32 Outside db °F93Inside db °F70 Inside db °F75
Design TD °F38 Design TD °F18Daily range M
Relative humidity %50Moisture difference gr/lb50
Heating Summary Sensible Cooling Equipment Load Sizing
Structure Btuh16188 Structure Btuh6300
Ducts Btuh1265 Ducts Btuh1609Central vent (0 cfm) Btuh0 Central vent (0 cfm) Btuh0
(none) (none)Humidification Btuh0Blower Btuh0
Piping Btuh0Equipment load Btuh17453 Use manufacturer's data y
Rate/swing multiplier 1.00InfiltrationEquipment sensible load Btuh7908
Method Latent Cooling Equipment Load SizingSimplified
Construction quality Average0Fireplaces Structure Btuh2405
Ducts Btuh333Central vent (0 cfm) Btuh0
CoolingHeating (none)472472Area (ft²) Equipment latent load Btuh2739
37293729Volume (ft³)Air changes/hour 0.320.61 Equipment Total Load (Sen+Lat)Btuh10647
Equiv. AVF (cfm) 2038 Req. total capacity at 0.74 SHR ton0.9
Heating Equipment Summary Cooling Equipment Summary
Make Mitsubishi Electric Make Mitsubishi ElectricTrade Mitsubishi Electric Trade Mitsubishi Electric
Model NTXSKS12A112A* Cond NTXSKS12A112A*AHRI ref 202392223 Coil NAXAMT12A112A*
AHRI ref 202392223Efficiency 12.1 HSPF Efficiency 12.7 EER, 18 SEER
Heating input Sensible cooling Btuh8880Heating output Btuh @ 47°F15000 Latent cooling Btuh3120
Temperature rise °F34 Total cooling Btuh12000Actual air flow cfm400 Actual air flow cfm400
Air flow factor cfm/Btuh0.023 Air flow factor cfm/Btuh0.051Static pressure in H2O0 Static pressure in H2O0
Space thermostat Load sensible heat ratio 0.74Capacity balance point = 36 °F
Backup:Input = 10 kW, Output = 33868 Btuh, 100 AFUE
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2020-Dec-17 08:58:18Right-Suite® Universal 2019 19.0.21 RSU13256 Page 1...llips Bldrs\MISC\549 Vikings Ln(Morton Add).rup Calc = MJ8 Front Door faces: SW
PHILL472Job:Right-J® Worksheet 12/17/20Date:Entire House DRSBy:A/C Masters HVAC, Inc.
445 Tresca Road, Suite #306, Jacksonville, FL 32256 Phone: 904.722.8995 Fax: 904.722.8944
1 Room name Entire House Addition
2 Exposed wall 73.9 ft 73.9 ft
3 Room height 7.9 ft 7.9 heat/coolft
4 Room dimensions ft1.0x472.0
5 Room area 472.0 ft²472.0 ft²
Ty Construction U-value Or HTM Area (ft²)Load Area (ft²)Load
number (Btuh/ft²-°F)(Btuh/ft²-°F)(Btuh/ft²)(Btuh/ft²)or perimeter (ft) (Btuh)or perimeter (ft) (Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 WW 12C-0sw12C-0sw 0.0910.091 nene 3.463.46 2.332.33 130 121 418 282 130 121 418 282
.GG 3A-2ov3A-2ov 0.3500.350 nene 13.3013.30 37.0037.00 9 0 120 333 9 0 120 333
.WW 12C-0sw12C-0sw 0.0910.091 sese 3.463.46 2.332.33 221 173 598 403 221 173 598 403
.GG 3A-2ov3A-2ov 0.3500.350 sese 13.3013.30 32.5132.51 48 36 638 1561 48 18 638 1561
11 WW 12C-0sw12C-0sw 0.0910.091 swsw 0.000.00 0.000.00 0 0 0 0 0 0 0 0
GG 3A-2ov3A-2ov 0.3500.350 swsw 0.000.00 0.000.00 0 75 0 0 0 38 0 0
DD 11J011J0 0.6000.600 swsw 0.000.00 0.000.00 0 0 0 0 0 0 0 0
WW 12C-0sw12C-0sw 0.0910.091 nwnw 3.463.46 2.332.33 221 213 737 496 221 213 737 496
GG 3A-2ov3A-2ov 0.3500.350 nwnw 13.3013.30 37.0037.00 8 0 106 296 8 0 106 296
PP 12C-0sw12C-0sw 0.0910.091 --0.000.00 0.000.00 0 0 0 0 0 0 0 0
DD 11J011J0 0.6000.600 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0
PP 16C-0w16C-0w 0.4080.408 --15.5015.50 17.9917.99 36 36 558 648 36 36 558 648
CC 16X19-0ad16X19-0ad 0.4080.408 ww 2.152.15 1.591.59 472 472 1016 750 472 472 1016 750
FF 20P-19w20P-19w 0.0500.050 --0.000.00 0.000.00 0 0 0 0 0 0 0 0
FF 22A-tph22A-tph 1.3581.358 ww 51.6051.60 0.000.00 472 202 10414 0 472 202 10414 0
6 c) AED excursion 178 178
Envelope loss/gain 14605 4946 14605 4946
12 a) Infiltration 1583 393 1583 393
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230230 2 460 2 460
Appliances/other 500 500
Subtotal (lines 6 to 13)16188 6300 16188 6300
Less external loadLess external load 0 0 0 0
Less transferLess transfer 0 0 0 0
RedistributionRedistribution 0 0 0 0
14 Subtotal 16188 6300 16188 6300
15 Duct loads 8%26%1265 1609 8%26%1265 1609
Total room load 17453 7908 17453 7908
Air required (cfm)Air required (cfm)400 400 400 400
2020-Dec-17 08:58:18
Right-Suite® Universal 2019 19.0.21 RSU13256 Page 1
...llips Bldrs\MISC\549 Vikings Ln(Morton Add).rup Calc = MJ8 Front Door faces: SW
PHILL472Job:Building Analysis 12/17/20Date:Entire House DRSBy:
A/C Masters HVAC, Inc.
445 Tresca Road, Suite #306, Jacksonville, FL 32256 Phone: 904.722.8995 Fax: 904.722.8944
Project Information
Phillips Builders, LLC.For:
992 Ocean Boulevard, Atlantic Beach, FL 32233
Phone: 904.349.2999
Design Conditions
Location:CoolingHeatingIndoor:7570Indoor temperature (°F)Jacksonville, Int'l Airport, FL, US
1838Design TD (°F)ft30Elevation:
5030Relative humidity (%)°N31Latitude:
Outdoor:50.011.5Moisture difference (gr/lb)CoolingHeating
Infiltration:9332Dry bulb (°F)
SimplifiedMethod)M(18-Daily range (°F)
AverageConstruction quality77-Wet bulb (°F)
0Fireplaces7.515.0Wind speed (mph)
Heating
Walls
Glazing
Ceilings
Floors
Infiltration
Ducts
% of loadBtuhBtuh/ft²Component
13.223114.3Walls
5.086513.3Glazing
000Doors
5.810162.2Ceilings
59.71041422.122.1Floors
9.115832.8Infiltration
7.21265Ducts
00Piping
00Humidification
00Ventilation0Adjustments
100.017453Total
Cooling
Walls
Glazing Ceilings
Infiltration
Ducts
Internal Gains
% of loadBtuhBtuh/ft²Component
23.118293.4Walls
29.9236736.4Glazing
000Doors
9.57501.6Ceilings
000Floors
5.03930.7Infiltration
20.31609Ducts
00Ventilation
12.1960Internal gains
00Blower
0Adjustments
100.07908Total
Latent Cooling Load = 2739 Btuh
Overall U-value = 0.355 Btuh/ft²-°F
WARNING: suspicious slab-on-grade floor perimeter in Addition.
2020-Dec-17 12:38:49
Right-Suite® Universal 2019 19.0.21 RSU13256 Page 1
... Bldrs\MISC\549 Vikings Ln(Morton Add-ManD).rup Calc = MJ8 Front Door faces: SW
PHILL472Job:Building Analysis 12/16/20Date:Entire House By:
A/C Masters HVAC, Inc.
445 Tresca Road, Suite #306, Jacksonville, FL 32225 Phone: 904.722.8995 Email: office@acmastersjax.com
Project Information
Phillips Builders, LLC.For:
992 Ocean Boulevard, Atlantic Beach, FL 32233
Phone: 904.349.2999
Design Conditions
Location:CoolingHeatingIndoor:7570Indoor temperature (°F)Jacksonville/Intnl., FL, US
1838Design TD (°F)ft33Elevation:
5050Relative humidity (%)°N30Latitude:
Outdoor:50.333.1Moisture difference (gr/lb)CoolingHeating
Infiltration:9333Dry bulb (°F)
SimplifiedMethod)M(18-Daily range (°F)
AverageConstruction quality77-Wet bulb (°F)
0Fireplaces7.515.0Wind speed (mph)
Heating
Walls
Glazing
Ceilings Floors
Infiltration
Ventilation
% of loadBtuhBtuh/ft²Component
33.735534.8Walls
11.0116417.6Glazing
000Doors
9.39812.1Ceilings
4.14330.90.9Floors
16.517422.2Infiltration
00Ducts
00Piping
00Humidification
25.42678Ventilation0Adjustments
100.010551Total
Cooling
Walls
Glazing
Ceilings
Infiltration
Internal GainsVentilation
% of loadBtuhBtuh/ft²Component
33.626043.5Walls
37.4290143.8Glazing
000Doors
9.37251.6Ceilings
000Floors
5.64340.5Infiltration
00Ducts
4.5352Ventilation
9.5740Internal gains
00Blower
0Adjustments
100.07755Total
Latent Cooling Load = 1974 Btuh
Overall U-value = 0.189 Btuh/ft²-°F
Data entries checked.
Job #: PHILL472
Performed for:
Phillips Builders, LLC.
992 Ocean Boulevard
Atlantic Beach, FL 32233
Phone: 904.349.2999
A/C Masters HVAC, Inc.
445 Tresca Road, Suite #306
Jacksonville, FL 32225
Phone: 904.722.8995
office@acmastersjax.com
Scale: 1 : 56
Page 1
Right-Suite® Universal 2019
19.0.21 RSU13256
2020-Dec-17 12:39:49
... Vikings Ln(Morton Add-ManD).rup
N
Addition
Toilet
Master Bath
WIC 1
WIC 2
Master Bedroom
Ducted mini-split handler in
attic.26 cfm
31 cfm 30 cfm
80 cfm
80 cfm
83 cfm
83 cfm353 cfm
4 "
6 "
4 "
6 "
4 "
6 "
14 "6 "
2020-Dec-17 12:38:49
Right-Suite® Universal 2019 19.0.21 RSU13256 Page 1
... Bldrs\MISC\549 Vikings Ln(Morton Add-ManD).rup Calc = MJ8 Front Door faces: SW
PHILL472Job:Duct System Summary 12/16/20Date:Entire House By:
A/C Masters HVAC, Inc.
445 Tresca Road, Suite #306, Jacksonville, FL 32225 Phone: 904.722.8995 Email: office@acmastersjax.com
Project Information
Phillips Builders, LLC.For:
992 Ocean Boulevard, Atlantic Beach, FL 32233
Phone: 904.349.2999
CoolingHeating
External static pressure in H2O0.50in H2O0.50
Pressure losses in H2O0.16in H2O0.16
Available static pressure in H2O0.34in H2O0.34
Supply / return available pressure 0.204 / 0.136 in H2O in H2O0.204 / 0.136
Lowest friction rate in/100ft0.060in/100ft0.060
Actual air flow cfm353cfm353
Total effective length (TEL) ft179
Supply Branch Detail Table
Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv
Name (Btuh)(cfm) (cfm)FR (in)(in)Matl Ln (ft)Ln (ft) Trunk
95.09.9VlFx0x06.00.06069802387hMaster Bath
95.09.4VlFx0x06.00.06069802387hMaster Bath-A
95.05.3VlFx0x06.00.06083561831cMaster Bedroom
95.010.3VlFx0x06.00.06083561831cMaster Bedroom-A
95.012.4VlFx0x04.00.0602621574cToilet
95.03.4VlFx0x04.00.0601131914hWIC 1
95.03.2VlFx0x04.00.0601130903hWIC 2
Return Branch Detail Table
Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size (in) (cfm)(cfm)(ft)FR (fpm)(in)(in)Opening (in) Matl Trunk
rb1 0x 3530 353 71.7 0.190 330 14.0 x0 0 VlFx
I should have noted in the previous email that we are doing stucco for the siding. Thank you.
On 01/20/2021 9:44 AM Giles, Christian <cgiles@coab.us> wrote:
Good Morning,
Attached are the permit review comments from the most recent submittal for RESA20-0025 549 VIKINGS LN
Please submit corrections the Building Department building-dept@coab.us and attach a “Revision
Request/Correction to Comments” sheet as a cover letter.
Revision Sheet: http://coab.us/DocumentCenter/View/10495/Revision-Request-Correction-to-Comments-
Route-Sheet-v20181017?bidId=
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
(904) 247-5800
BUILDING REVIEW COMMENTS
Date: 12/29/2020
Permit #: RESA20-0025 Site Address: 549 VIKINGS LN
Review Status: Denied RE#: 170703 0250
Applicant: PHILLIPS BUILDERS LLC Property Owner: MORTON SARAH
Email: phillipsbuilders@comcast.net Email: JAYMORTONFL@GMAIL.COM
Phone: 9043492999
Phone: 9046144300
THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS.
Revisions may not be submitted until ALL departments have completed their respective reviews.
Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a
few correction items will not be accepted.
Correction Comments:
1. The NOC shall be recorded. Please record.
2. Installation instructions and the Evaluation Report is needed for plan review at this time for the Nichiha
siding material to be used on this project. Please submit the requested information.
3. Please do the same as above for the soffit material to be used for this project.
4. A topographical survey shall be required for developments over 250 square feet. A pdf will be attached
disclosing all the important information that must be on the survey. Please submit the TOPO survey.
5. The engineered roof truss package shall be submitted at this t ime. It is important that a letter be received
from the EOR stating that he approves the truss design for his engineered project. Please submit the truss
engineering and letter from EOR.
6. An ESR report is required at this time for the use of spr ay foam insulation of this project. Please submit
the ESR report.
7. The FORM R402-2017, FBC-ENERGY CONSERVATION, was not signed or dated by the
OWNER/AGENT. Please resubmit the application completed.
Building
Mike Jones
Building Inspector/Plans Examiner
City of Atlantic Beach
800 Seminole Road
Atlantic Beach, FL 32233
(904) 247-5844
Email:mjones@coab.us
Resubmittal Notes:
All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of
completely encircling the change with “clouding”. The revision shall also be identified as to the sequence of revision by
indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date
and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which
a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with
revisions shall be inserted into each set of drawings. The original sheets must be clearly marked “VOID” but are to be left
within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED
DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW.
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