RC-17-1597`2V
BUILDING
PERMIT APPLICATION
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795 -2204 Fax: (305) 756 -8972
INSPECTION LINE PHONE NUMBER: (305) 762 -4949
FBC 20N
S; rL
"pp'��- L • Master Permit No. —4 — 1 599
Sub Permit No.
19-66I1-DING ❑ ELECTRIC ' ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL []PUBLIC WORKS ❑ CHANGE OF
CONTRACTOR
JOB ADDRESS: 420 NE 91 ST
❑ CANCELLATION ❑ SHOP
DRAWINGS
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: 11 -3206-019-0070 Is the Building Historically Designated: Yes NO
Occupancy Type: 0101 Load: Construction Type: Flood Zone: BFE: FFE:
C
OWNER: Name (Fee Simple Titleholder). Michael Rares Prc'p�► �A yc; hone #:954- 520 -2268
Address: 7021 NW 67 CT
City: Parkland
State: FL
Tenant /Lessee Name: Phone #:
Email: Mike @raresgroup.com
p: 33067
CONTRACTOR: Company Name: Rare Renovations LLC Phone #: 954- 426 -8018
Address: 7021 NW 67 CT
City: Parkland
FL
p: 33067
Qualifier Name: Michael Rares Phone #:
State Certification or Registration #: CBC1260851 Certificate of Competency #:
DESIGNER: Architect /Engineer: Phone #:
Address: �C State: Zip: IJ
Value of Work form- hiis�Permit: � Square /Linear Footage of Work:
Type of Work: I `3 Addition [Alteration ❑ New ❑ Reparirr/ /R,ep�lace ❑ Demolition
Description of Work: CAA bc) Cn (A G\ P- Off -odc Lt �'( (� C. S
Specify color of color thru tile:
Submittal Fee $ 200 • (M Permit Fee $ 't- O CCF $ 00 CO CC $ Q)
Scanning Fee $ Radon Fee $ DBPR $ Co 2— • 6'1 Notary $
Technology Fee $ (�- - - GO Training /Education Fee $ 28 - Double Fee $$
Structural Reviews $ 23"0b 120• (5) Bond $ 'Sol) • G
TOTAL FEE NOW DUE $ s [ Q �Q ' y� ' �v
(Revised02 /24/2014) L' ��� �a
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
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 laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws 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 OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
day of by
who is personally kno to
me or who has produced i as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:ic
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of ) l 1 rl e 20 17 by
whs personallYk wn
me or who has produced as
identification and who did take an oath.
NOTARY PU LIC:
Sign:
Print:
"a� P
Seal: ;_�`P .; NATASHA BOOKE
4 y oQ = MY COMMISSION #FF066217
c, o?:° EXPIRES October 27, 2017
* * * * * * * * * * * * * * * * * * * * # * * * * * * * * ** #******##*** * * * * * * * * * * * * * * * * * * * * * * * * * *+!Ldr ilcizy,—• li. k hfil ! eye leSd !or ** # **
APPROVED BY I 1 ' Plans Examiner Zoning
Aqq-2 Structural Review Clerk
(Revised02 /24/2014)
NATASHA COOKE
Seal:
MY COMMISSION #FF066217
9�fPO.
or �..
EXPIRES October 27, 2017
(407) 398 -0153
Florida Not arvSery ice. com
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of ) l 1 rl e 20 17 by
whs personallYk wn
me or who has produced as
identification and who did take an oath.
NOTARY PU LIC:
Sign:
Print:
"a� P
Seal: ;_�`P .; NATASHA BOOKE
4 y oQ = MY COMMISSION #FF066217
c, o?:° EXPIRES October 27, 2017
* * * * * * * * * * * * * * * * * * * * # * * * * * * * * ** #******##*** * * * * * * * * * * * * * * * * * * * * * * * * * *+!Ldr ilcizy,—• li. k hfil ! eye leSd !or ** # **
APPROVED BY I 1 ' Plans Examiner Zoning
Aqq-2 Structural Review Clerk
(Revised02 /24/2014)
r
U.,9. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008
Federal Emergency Management Agency Expiration Date: November 30, 2018
National Flood Insurance Program
ELEVATION CERTIFICATE
Important: Follow the instructions on pages 1-9.
Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner.
SECTION A — PROPERTY INFORMATION
FOR INSURANCE COMPANY USE
Al. Building Owner's Name
Policy Number:
PROPERTY HOUNDS, LLC.
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and
Company NAIC Number:
Box No.
420 NE 91st STREET job # 03-134-17 (AVI)
City State ZIP Code
MIAMI SHORES Florida 33138
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
E1/2 of Lot 11 & W47.5 feet of Lot 10, Block 1, of EL PORTAL, PB 9, Pg 101 ( FOLIO ID # 11 - 3206 - 019 - 0070 )
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENCE UNDER REPAIR
A5. Latitude/Longitude: Lat. 25° 51' 45.96" N Long. 80' 11' 03.76" W Horizontal Datum: ❑ NAD 1927 NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 1 B
A8. For a building with a crawlspace or enclosure(s):
a) Square footage of crawlspace or enclosure(s) 1,863 sq ft
b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 10
c) Total net area of flood openings in A8.b 1,200 sq in
d) Engineered flood openings? ❑ Yes Z No
A9. For a building with an attached garage:
a) Square footage of attached garage 0 sq ft
b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A9.b 0 sq in
d) Engineered flood openings? ❑ Yes ❑ No
SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number
B2. County Name
B3. State
CITY OF MIAMI SHORES 120652
MIAMI-DADE
Florida
B4. Map/Panel
B5. Suffix
B6. FIRM Index
B7. FIRM Panel
B8. Flood Zone(s)
B9. Base Flood Elevation(s)
Number
Date
Effective/
(Zone AO, use Base
-
Revised Date
Flood Depth)
12086CO302
L
09/11/2009
09/11/2009
X
N/A
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139:
❑ FIS Profile D� FIRM ❑ Community Determined ❑ Other/Source:
r
B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Are (OPA)? ❑Yes No
Designation Date: ❑ CBRS ❑ OPA
'' ++
�UN b �L01% .
FEMA Form 086-0-33 (7/15) Replaces all previops editi rl H. SHORES /! �f /� (+[ Form Page 1 of 6
ELEVATION CERTIFICATE
OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
Policy Number:
420 NE 91 st STREET job # 03-134-17 (AVI)
City State ZIP Code
Company NAIC Number
MIAMI SHORES Florida 33138
SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' Z Finished Construction
"A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO.
Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters.
Benchmark Utilized: BM # 65-3-R Vertical Datum: Elev.= 8.68' (NGVD 1929 )'
Indicate elevation datum used for the elevations in items a) through h) below.
M NGVD 1929 ❑ NAVD 1988 ❑ Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 9.6 Z feet ❑ meters
b) Top of the next higher floor 11 . 6 ❑x feet ❑ meters
c) Bottom of the lowest horizontal structural member (V Zones only) NSA. ❑x feet ❑ meters
d) Attached garage (top of slab) NSA. ❑x feet ❑ meters
e) Lowest elevation of machinery or equipment servicing the building 8. 93 0 feet ❑ meters
(Describe type of equipment and location in Comments)
f) Lowest adjacent (finished) grade next to building (LAG) 8.63 x❑ feet ❑ meters
g) Highest adjacent (finished) grade next to building (HAG) 8 78 ❑x feet ❑ meters
h) Lowest adjacent grade at lowest elevation of deck or stairs, including NSA. ❑x feet ❑ meters
structural support
SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
/ certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false
statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
Were latitude and longitude in Section A provided by a licensed land surveyor? Z Yes ❑ No ❑ Check here if attachments.
Certifier's Name License Number
GARY B. CADTEL, P.L.S. 4129
Title
PROFFESIONAL. SURVEYOR & MAPPER
Place
Company Name
Seal
Here
Address
12016 SW 132nd Court.
City State ZIP Code
MIAMI Florida 33186
Signature Date Telephone
03/15/2017 (786) 290-4184
Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner.
» Comments (including type of equipment and location, per C2(e), if applicable)
C.O.R. Elevation = 8.56'
C2. e) A/C UNIT CONC. PAD LOCATED BESIDES HOUSE REAR FACADE WALL
A5. CONVERTING ADDRESS TO LATITUDE/ LONGITUDE BY Stephen P. Morse PROGRAM
��{t
'toil 1t rw,+.
FEMA Form 086-0-33 (7/15) Replaces all previous editions. lem6h�.'f iti :" , I ',: Py I)tlAf4
�of 6
ELEVATION CERTIFICATE
OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
Policy Number:
420 NE 91 st STREET job # 03-134-17 (AVI)
City State ZIP Code
Company NAIC Number
MIAMI SHORES Florida 33138
SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED)
FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request,
complete Sections A, B,and C. For Items El—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only,
enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below
the highest adjacent grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement,
crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
b) Top of bottom floor (including basement,
crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions),
the next higher floor (elevation C2.b in
the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E4. Top of platform of machinery and/or equipment
servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's
floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or
community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
JUN 16 2ou
MIAMI SHORES VILLAGE Check here if
❑ attachments.
FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6
ELEVATION CERTIFICATE
OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
Policy Number:
420 NE 91st STREET job # 03-134-17 (AVI)
City State ZIP Code
Company NAIC Number
MIAMI SHORES Florida 33138
SECTION G — COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete
Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement
used in Items G8—G10. In Puerto Rico only, enter meters.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,
engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation
data in the Comments area below.)
G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE)
or Zone AO.
G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes.
G4. Permit Number
G5. Date Permit Issued
G6. Date Certificate of
Compliance/Occupancy Issued
G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement
G8. Elevation of as -built lowest floor (including basement)
❑ feet ❑ meters
of the building: Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum
G10. Community's design flood elevation: ❑ feet ❑ meters Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments (including type of equipment and location, per C2(e), if applicable)
JUN 16 2017
MIAMI SHORES VILLAGE
❑ Check here if attachments.
FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6
BUILDING PHOTOGRAPHS OMB No. 1660-0008
ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
Policy Number:
420 NE 91st STREET job # 03-134-17 (AVI)
City State ZIP Code
Company NAIC Number
MIAMI SHORES Florida 33138
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the
instructions for Item A6. Identify all photographs with date taken; "Front View" and 'Rear View" and, if required, "Right Side View" and
"Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or
vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page.
Photo One
Photo One Caption HOUSE FRONT VIEW
A
W
to
l a
i
Photo Two
Photo Two Caption HOUSE FRONT AND LEFT SIDE VIEW
FEMA Form 086-0-33 (7/15) Replaces all previous editions. �t (l V i a 1 1
4 P E Form Page 5 of 6
w
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: (PROPERTY HOUSN LLC)
PROPERTY ADDRESS: 420 NE 91 St Miami, FL 33138
PEST #:13-SM-1778739
APPLICATION #: AP1300440
DATE PAID:
FEE PAID:
RECEIPT N:
DOCUMENT #: PR1076340
LOT: 10 BLOCK: 1 SUBDIVISION:
[SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
PROPERTY ID M: 11-3206-019-0070
[OR TAX ID NUMBER]
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION
381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE
SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS,
WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE
PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID.
ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL,
STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY.
SYSTEM DESIGN AND SPECIFICATIONS
T [ 1,050 ] GALLONS / GPD SeotiCTank CAPACITY
A [ ] GALLONS / GPD N/A CAPACITY
N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K [ ] GALLONS DOSING TANK CAPACITY [ IiGALLONS 2[ ]DOSES PER 24 HRS $Pumps [ ]
D [ 500 ] SQUARE FEET Trench Conf. Drainf. SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [XI STANDARD I I FILLED I L D I]
I CONFIGURATION: [XI TRENCH [ ] BED [ ]
N
F LOCATION OF BENCHMARK: 8.58' NGVD: CENTER LINE OF NE 91 STREET.
I ELEVATION OF PROPOSED SYSTEM SITE [ 4.80 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 30.80]I INCHES FT IIABOVE BELOW BENCHMARK/REFERENCE POINT
L
D FILL REQUIRED: [ 0.00] INCHES EXCAVATION REQUIRED: [ 68.001 INCHES
0
T
H
E
R
SPE
1.- Install a 1050 gal. septic tank with an approved filter
2.- The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance
with s. 64E-6.013(3)(f) FAC.
3.- Install 500 sf. of drainfield in TRENCH configuration. �J "
4: Install 42" of slightly limited soil at the bottom of the drainfield.
(Comments Continued on Page 2.)
CIFICATIONS BY: Teresa J Solomon TITLE: Mffi er Septi Contractor
APPROVED BY: TITLE: ENGINEERING SPECIALIST I Dade CHD
Tvanei clermont
DATE ISSUED: 09/25/2017
EXPIRATION DATE: 03/25/2019
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC
v 1.1.4 AP1300440 SE1047870
Page 1 of 3
DOCUMENT #:
- Invert elevation of drainfield to be no less than 6.59 NGVD
- Bottorri of drainfiedl elevation to be no less than 6.00' NGVD
PR1076340
system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of 400
licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s.
�6.013(3)(f), FAC.
NOTICE OF RIGHTS
A party whose substantial interest is affected by this order may petition for an
administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such
proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for
administrative hearing must be in writing and must be received by the Agency Clerk for the
Department, within twenty-one (21) days from the receipt of this order. The address of the
Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency
Clerk's facsimile number is 850-413-8743.
Mediation is not available as an alternative remedy.
Your failure to submit a petition for hearing within 21 days from receipt of this order will
constitute a waiver of your right to an administrative hearing, and this order shall become a 'final
order.
Should this order become a final order, a party who is adversely affected by it is entitled
to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are
governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced
by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a
second copy, accompanied by the filing fees required by law, with the Court of Appeal in the
appropriate District Court. The notice must be filed within 30 days of rendition of the final order.
Home / Electrical / Power Distribution / Breaker Boxes / Main Breaker Load Centers / Main Breaker Boxi
>
Model # HO M816M200PFT RB Internet #204836396 Store SKU #1000040017
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• Learn More About Electrical Panels Here in our Buying Guide.
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Faster installation - No Pigtails!
Easier and faster installation — Fully
distributed neutral bar
Simplifies upgrades and remodels -
Accepts Plug -On Neutral, pigtail, full-size,
and tandem circuit breakers on every
space
Easier installation — Enclosure
improvements include larger service
conductor entrance and slotted side
mounting holes
Grounds install 113 faster— Ground
and unused neutral (when bonded)
terminals are now UU� listed for up to (3)
#10-14 wires
................................................................. ............ I., ........ ..............
Sed1he difference!
'I > Less wiring
U
> Clean gutter
> Fast installation
Pigtail Neutral Connection Plug -on Neutral Connection
........................................................... ..........................................................................
by Schneider Electric
Specifications
Dimensions
Load center depth (in.) 4.52
Load center height (in.) 29.86
Load center width (in.) 14.75
J '
Details
Electrical Product Type
Load Center
Indoor/Outdoor
Outdoor
Load Center Type
Main Breaker
Maximum Amperage (amps)
200
Mounting type
Plug In
Number of Phases
1
Number of Spaces
8
see*•
......
......
Product Weight (lb.)
33.321b
...:..
• •;
Returnable
90-Day
• • • •
• • • •
Voltage (volts)
120/240
• • • • • •
•
•"
Warranty / Certifications
Certifications and Listings
1-UL Listed
Manufacturer Warranty Square D warrants its single phase load centers, in
a residential application, to be free from defects in
material and workmanship under normal care and
proper usage for a period of 10 years from the date
of installation for HOMELINE load centers when
used with the appropriate Square D HOMELINE
branch circuit breakers.
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....
......
. .
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• ,
$147/each $70/each $149/each
101
lqq al 5cl "412t
11�*
60
ICYNENE'
Technical Data Sheet - USA
ICYNENE Classic MaxTm (LD-C-50-v2)
Icynene Inc.
6747 Campobello Rd.
Mississauga, ON L5N 21-7
Phone: (905) 363-4040
www.icynene.com
ICYNENE Classic MaxTm (LD-C-50-v2) is a light density, open celled, flexible, 100% water -blown polyurethane foam
insulation manufactured by Icynene Inc. The insulation is applied at a nominal density of 0.5 Ib/cu ft. Classic MaxM (LD-
C-50-v2) is used as a thermal insulation and air barrier material in buildings in accordance with the IRC and the IBC in
buildings of Type V construction and may be applicable to Types I, II, III and IV construction. The insulation is for use in
wall cavities, floor assemblies, ceiling assemblies and attics and crawl spaces.
PHYSICAL PROPERTIES
Test
AC 377
Characteristic
Method
Result
Requiremei4 • • . •
Core Density
ASTM D1622
0.5 pcf
. A 4poned.. .
R - value per inch
ASTM C518
3.7 per in.
•
4§ RpportedC
Max. Thickness per Pass
14 inches
•
Color of final foam
cream
Water Vapor Permeance
ASTM E96
11 perms 0 5.5"
• < 1• erm •
100% water blown technology
es
Ozone Depleting
no
0• .
Global Warming Potential
1
Air Permeance
ASTM E283
0.009 Us.m2 0 3.5"
__1rF0.t2 Us.m2 •
Air Permeance
ASTM E2178
0.01 Us.m2 0 5.5"
• < 0.02 Us.m •
Dim. Stability -29° C, 28 days
ASTM D2126
VOL %
2.4%
• 19% max. •
Dim. Stability 80"C, 28 days
ASTM D2126
VOL %
-2.2%
• • 15% max. • • •
Dim. St. 70"C, 95% RH, 28 days
ASTM D2126
VOL %
0%
15% max. •
Compressive Strength
ASTM D1621
NA
Tensile Strength
ASTM D1623
NA
Surface Burning FS 0 5"
ASTM E84
5 25
5 75
Surface Burning SDI 0 5"
ASTM E84
5 450
5 450
Commercial Fire Resistance
NFPA 285
Assembly Passed
Commercial Fire Resistance
ASTM E119
1 Hour Rating
DC-315 Thermal Barrier
NFPA 286
20 wet mils
> 15 minutes
15 minutes
Attic & Crawl Space walls & roof
No Coating Required
Wall & Ceiling application
NFPA 286
walls - 7.5", ceiling - 11.5"
Fire Propogation of exterior wall
NFPA 285
Passed
Hourly rated wall assembly
ASTM Ell
60 minutes
Fungus Testing
ASTM C1338
no growth
Disclaimer: Data presented in this document is based on tests and information, which we believe to be reliable. This document is provided for
information purposes only and does not constitute a warranty, expressed or implied, including any warranty of merchantability or fitness.
This data is relied upon at the sole discretion and judgement of user/reviewer.
It is the installers responibility to ensure that the use and installation of this product complies with all applicable national and local building codes.
TDS/USA/LD-C-50-v2/November 9, 2012
USA
ICYNENE- Technical Data Sheet
ICYNENE Classic MaxTM (LD-C-50-v2)
LIQUID COMPONENTS PROPERTIES
Property
A -Side: Isoc anate
B-Side: Resin
Color
Brown
White
Viscosity @ 25° C 77'F)
130 - 350 cps
700 cps
Shelf Life'
12 months
6 months
lMixing ratio (volume)
1100
1100
' Resin and Isocynanate should be stored at 60 to 85'F (15 to 30"C).
See MSDS for more information
RECOMMENDED PROCESSING CONDITIONS
When thebasslc Max"m (LD-C-50-v2) has been charged into the system, check all screens before spraying
•: • •Ob NOT MIX ClassicAax"O-resin with LD-C-50 resin
• Drum te4eveNre in u` e: WF to 100°F (26°C to 38°C); 90°F (320C) recommended
•
• §`pray temperatures, p" 0 0 heaters and hose heat: 120'F to 160'F (50'C to 70'C); 135'F (57'C) recommended
• • • •injmodergtp applicatiop,tpinperatures (60•F to 80•F) for best yield
• • •.Vpper seryij g jemperAWrA 200'F (93'C)
•. •;$pray eq,piprn@pt: GraGq f;3Q, H-25 or equivalent, mixing chamber: AR 2929 (00) to AR 6060 (03)
....Spray pr@51ure (dynarftj:•7A0 psi to 1500 psi
'. Distance frpm substratN '"'jo 18" (30 to 45 cm)
.;..The spray gun %hall al§/ags bt held perpendicular to the substrate
Tg be spffildtfib horizoptal ol; vertical motion from bottom to top but need to overlap and build material to
"064t desired thickness : •.. •
REACTIVITY PROFILE
Cream time 1-2 sec End of Rise 4 -6 sec
HEALTH & SAFETY CONSIDERATIONS
Handling Recommendations Use personal protective equipment (see MSDS)
Avoid all contact with skin and eyes
Do not inhale the vapors
Do not store in conditions outside of the recommended parameters
In case of a spill / leak, see MSDS.
For more information, please consult the MSDS
Application Safety While spraying, always work with adequate ventilation.
Protective gloves, overalls, eye protection, safety shoes, hard hats and a properly
fitting breathing apparatus supplying fresh air must be worn by the installers
(and others working within 25 feet of the installers) at all times while spraying.
Persons with known respiratory allergies must avoid exposure to the isocynanate
component.
If inhalation of the vapors occurs, remove the person from the working area to
breathe fresh air and if breathing is still difficult, call a physician.
Avoid contact with eyes, skin and clothing.
In case of eye contact, immediately Flush with large amounts of water for at least
15 minutes and call a physician immediately.
In case of skin contact, wash area with soap and water.
Wash any clothing that has come into contact with the isocyantate or resin before reuse.
Fire hazard Fires involving either component may be extinguished with carbon dioxide, dry chemical or an
inert gas. Application of large quantities of chemical spray is recommended for spill fires.
Personnel fighting the fire must be equipped with self-contained breathing apparatus.
HEALTH AND SAFETY STATEMENT FOR CERTIFIED ICYNENE SPRAYERS
Icynene products have an excellent health and safety record spanning more than 350,000
insulation projects over more than 25 years. Nonetheless, safe handling practices during
and immediately following installation are required to eliminate the possibility of health
effects from exposure to isocyanates. Asthma, other lung problems, and irritation of the
nose and throat can result from inhalation of isocyanates. Direct contact with the skin
and eyes can result in irritation. Different individuals will react differently to the same
exposures; some will be more sensitive than others. Severe asthma attacks have been
reported in some sensitized workers exposed repeatedly to isocyanates while not wearing
proper protective equipment. Some reports indicate a reaction and sensitization can
occur following a single, sustained occupational exposure to isocyanates without proper
protective equipment above the OSHA permissible exposure limit. But sensitization • ; •
might not occur immediately in some individuals. Consistent use of personal proper
protective equipment to prevent exposure during spraying and within the 21 %oIrir; perio1i� • • ; •
after spraying is completed is critical to eliminating the health hazard. Once uhsitization .
has occurred, a worker might not be able work safely with spray foam insulation again. • • • •
Sprayers, sprayer helpers, and anyone else present during spraying or withiY24 Hours
after spra dung is complete: You must wear proper Personal Protective EquiiMilt.(PPE) •
at all times during spray, including full -body -coverage, chemical-protectiv4 cldtf*ng and
a H-certified respirator with fresh air supply. While spraying and for 24 ho ors after
spraying is completed, no one must be allowed within 50 feet of the sprayedofbartt 0000
without wearing this type of PPE at all times. Adequate active, negative pressure
ventilation (exhaust fans) of the job site must be in place during spray and for 24 hours
after spray is complete.
Independent studies indicate that with 24 hours' active ventilation after spraying is
completed, Icynene spray foam insulation is safely cured.
/ I
/�.\ WARNING
WEAR PROPER
PERSONAL PROTECTIVE
EQUIPMENT AT ALL
TIMES ON PREMISES
DURING SPRAYING
• AND WITHIN 24 HOURS
AFTER SPRAY IS
COMPLETE
intertek Code Compliance Research Report
Total Quality. Assured. CC R R-1076
DIVISION: 09 00 00 — FINISHES
Section: 09 96 43 — Fire -Retardant Coatings
DIVISION: 07 00 00 — THERMAL AND MOISTURE PROTECTION
Section: 07 2100—Thermal Insulation
REPORT HOLDER:
- International Fireproof Technology, Inc.
17528 Von Karman Avenue
Irvine, CA 92614
- USA
(949)975-8588
www.painttoplotect.com
International Carbide Technology Co., Ltd.
No.1-17, Tao-Chan,12 Ling
Kern-Ko Village, Lu-Chu Hsiang, Taoyuan 338
Taiwan (R.O.C)
+886-3-3240001
www.incatech.com.tw
REPORT SUBJECT:
DC315 Intumescent Coating
1.0 SCOPE OF EVALUATION
1.1 This Research Report addresses compliance with the
following Codes:
• 2015 and 20121nternational Building Code® (IBC)
• 2015 and 20121nternational Residential Code° (IRC)
NOTE: This report references 2015 Code sections with
[2012] Code sections shown in brackets where they differ.
1.2 DC315 has been evaluated for the following properties
(see Table 1):
• Physical Properties
• Surface Burning Characteristics
1.3 DC315 has been evaluated for the following uses (see
Table 1):
Revision Date: 09-29-2017
Renewal Date: 01-01-2018
• Application to the surface of spray -applied foam plastic
insulation within building interiors
• Coated foam plastic left exposed without Code -
prescribed thermal barriers
• Coated foam plastic left exposed as interior finish
• Coated foam plastic used in attics and crawl spaces
without a prescribed ignition barrier
2.0 STATEMENT OF COMPLIANCE • • • • • •; •
DC315 complies with the Codes TiMetIA Section IT, for the
properties stated in Section 1.27 and uses stated in Sectior► • • • •
1.3, when installed as described'igxaV•report' jVly;Rng the, •
Conditions of Use stated in Sectign66.... ... ..;..'
.. .. .. ......
3.0 DESCRIPTION • • • • • • • •
. . . . ......
3.1 DC315: DC315 is a singlE-c%4ponent' water -based:....;
liquid -applied intumescent firg-protective'coatin'g. The
coating is supplied in 5-gallon pails and 55-gallon drums
with a shelf -life of 1 year when stored in factory -sealed
packages between 50°F and 80°F. The coating must be
protected from freezing.
4.0 PERFORMANCE CHARACTERISTICS
4.1 Coated Foam Assemblies without a Prescriptive
Thermal Barrier: When DC315 is applied to spray -applied
foam plastic insulation installed in assemblies conforming
to one of the configurations described in Table 2, the
15 minute thermal barrier prescribed in IBC Section 2603.4
and IRC Section R316.4 may be omitted.
4.2 Coated Foam Assemblies as Interior Finish: When
DC315 is applied to spray -applied foam plastic insulation
installed in assemblies conforming to one of the
configurations described in Table 2, the coated foam plastic
assembly meets the requirements for interior finish in IBC
Section 803.1 and IRC Section R302.9, and may be left
exposed to the interior of the building.
(a 545 E. Algonquin Road • Arlington Heights • Illinois • 60005
intertek.com/building
Intertek PCA-101
Version: 6 April 2017 5FT-CCRR-0P-40b
Vol
Code Compliance Research Report CCRR-1076 Page 2 of 12
4.3 Coated Foam Assemblies without a Prescriptive
Ignition Barrier:
4.3.1 Attics and Crawl Spaces: When DC315 is applied to
spray -applied foam plastic insulation installed in assemblies
conforming to one of the configurations described in Table
3, the ignition barrier prescribed in IBC Section 2603.4.1.6
and IRC Sections R316.5.3 and R316.5.4 may be omitted,
subject to the following conditions:
a. Entry.to:the attic or crawl space is only to service
utilities, and no storaje*is permitted.
b. Tl4re4ere no interconnected aattic or crawl space areas.
c. Air ii the attic g ,*q0r*pxrl space is not circulated to other
par;%9t the buildo&.
d. Ufiderj�dor (crA%l.Wte) ventilation is provided when
rgpuired.by IBC.Sw4ipp 1203.4 [1203.3] or IRC Section
RWA, as applilaW..
e. Attico ventilatioo.ic•psovided when required by IBC
Seotion 1203.2 60IRC:Section R806, except when air-
..•..
im.permeable insulation is permitted in unvented attics
irSaimrdance with MSC Section 1203.3 [not applicable
under the 2012 and 2009 IBC] or IRC Section R806.5
[2009 - R806.4].
f. Combustion air is provided in accordance with IMC
(International Mechanical Code) Section 701 [Sections
701 and 7031.
4.3.2 Use on Attic Floors: The coated foam assemblies
may be installed in attic floors in accordance with this
section, conditions a. through f. of Section 4.3, and Table 3
based on testing in accordance with AC377, Appendix X.
The insulation must be separated from the interior of the
building by an approved thermal barrier. The ignition
barrier required in IBC Section 2603.4.1.6 and IRC R316.5.3
may be omitted.
5.0 INSTALLATION
SA General: DC315 must be installed in accordance with
IFTI's published installation instructions, the applicable
Code, and this Research Report. A copy of the
manufacturer's instructions must be available on the
jobsite during installation.
5.2 Application: DC315 must be thoroughly mixed prior to
application. Foam plastic surfaces to receive the coating
must be inspected in accordance with IFTI's installation
guidelines.
The coating may be applied using high-pressure spray
equipment, rollers, or brushes up to a maximum thickness
of 24 mils wet film thickness (WFT) per coat. IFTI's
installation instructions must be followed if either a primer
coat of DC315 or multiple coats of DC315 are required to
conform with assemblies, as described in Table 2 or Table
3, as applicable. Substrates must be free of debris or
substances that may compromise adhesion of the coating.
The application window of the coating is between 50°F and
90°F with a Relative Humidity below 85%. Consult the
manufacturer for ambient conditions outside of the
recommended application window or if the temperature is
within 5°F of the dew point.
6.0 CONDITIONS OF USE
6.1 Installation must comply with this Research Report,
the manufacturer's published installation instructions, and
the applicable Code. In the event of a conflict, this report
governs.
6.2 The application of any additional interior finish over
the DC315 coating is outside the scope of this Research
Report.
6.3 Recognitions provided in this Research Report are
limited to the specific assemblies and spray -applied foam
plastic insulation products described in Tables 2 and 3.
6.4 The spray -applied foam plastic insulations identified in
Tables 2 and 3 must be installed in accordance with the
requirements described in the identified Code Evaluation
Research Report.
6.5 The DC315 coating is manufactured in Irvine, CA (USA)
and Taoyuan, Taiwan (R.O.C).
6.6 The DC315 coating is manufactured under a quality
control program with inspections by Intertek Testing
Services NA, Inc. (AA-647).
545 E. Algonquin Road • Arlington Heights • Illinois * 600051110111
intertek.com/buildine /°"J"`ly
W.
Intertek PCA-101
Version: 6 April 2017 SMCCRR-OP-40b
a
Code Compliance Research Report CCRR-1076
7.0 SUPPORTING EVIDENCE
7.1 Reports of tests in accordance with ASTM E84, ASTM
D2697, ASTM D1475, ASTM D2196, and NFPA 286.
7.2 Data in accordance with the ICC-ES Acceptance Criteria
for Fire -Protective Coatings Applied to Spray -Applied Foam
Plastic Insulation Installed Without a Code -Prescribed
Thermal Barrier (AC456), dated October 2015.
7.3 Reports of tests in accordance with Appendix X of ICC-
- ES Acceptance Criteria for Spray -Applied Foam Plastic
Insulation (AC377), dated April 2016.
7.4 Published Code Evaluation Research Reports
recognizing compliance of specific spray -applied foam
plastic insulations with the requirements of ICC-ES
Acceptance Criteria for Spray -Applied Foam Plastic
Insulation (AC377), dated October 2015
7.5 Intertek Listing Reports "IFTI - DC315 Water -based
Fireproof Paint" and "INCA - International Carbide
Technology DC315", on the Intertek Directory of Building
Products.
8.0 IDENTIFICATION
Containers of the DC315 coating are identified with the
manufacturer's name [International Fireproof Technology,
Inc. (IFTI) or International Carbide Technology Co., Ltd.
(INCA)], address and telephone number, the product name
(DC315), the Intertek Mark, and the Code Compliance
Research Report number (CCRR-1076).
sec
Intertek
CCRR-tt###
9.0 OTHER CODES
This section is not applicable.
Page 3 of 12
10.0 CODE COMPLIANCE RESEARCH REPORT USE
••••••
10.1 Approval of building prAvi ind/orargatejials can •• •
only be granted by a building Offisifi'Waving hbWthority•••;•
in the specific jurisdiction where.a41Qval is sought.
.... .... . .
10.2 Code Compliance Research Reports shalleaetel a used.....
in any manner that implies an eademement e6the product, •:..•
by Intertek. •••••• ••� 000•0•
10.3 Reference to the httpsAbpdirectory.iCWcom i4 • • • • •
recommended to ascertain tho cugr2rt version and status • • • •;
of this report. • • • 000 • •
This Code Compliance Research Report ("Report") is for the exclusive use of Intertek's Client and is provided pursuant to the agreement
between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek
assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by
the use of this Report. Only the Client is authorized to permit copying or distribution of this Report and then only in its entirety, and the
Client shall not use the Report in a misleading manner. Client further agrees and understands that reliance upon the Report is limited to the
representations made therein. The Report is not an endorsement or recommendation for use of the subject and/or product described
herein. This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and this Report does
not represent authorization for the use of any Intertek certification marks. Any use of the Intertek name or one of its marks for the sale or
advertisement of the tested material, product or service must first be approved in writing by Intertek.
111101111
545 E. Algonquin Road • Arlington Heights • Illinois • 60005
intertek.com/building
Intertek PCA-101
Version: 6 April 2017 SFT-CCRR-OP-40b
Vol
Code Compliance Research Report CCRR-1076
TABLE 1— PROPERTIES EVALUATED
PROPERTY
2015 IBC SECTIONl
2015 IRC SECTIONI
Physical Properties
Not Required
Not Required
2603.4;
R316.4;
Alternatives to Thermal Barriers
2603.9
R316.6
R316.5.3; R316.5.4;
Alternatives to Ignition Barriers
2603.4; 2603.9
R316.6
4.
Page 4 of 12
.:...:
1 Section numbers may be different for earlier versions of the International codes.
......
.. .
......
. .
....
....
.....
....
....
.....
. ...
......
......
..
.. ..
......
. .
. .
545 E. Algonquin Road • Arlington Heights • Illinois • 60005
intertek.com/building
Intertek
PCA-101
Version:
6 April 2017
SFT-CCRR-OP-40b
b $ Code Compliance Research Report CCRR-1076 Page 5 of 12
TABLE 2 - COATING AND FOAM ASSEMBLIES WITHOUT A CODE -PRESCRIBED THERMAL BARRIER
Assembly Details
Insulation Details
DC315 Coating Details
Insulation Code
Insulation Supplier
Insulation
Evaluation
Maximum
Minimum
Theoretical
Test
Product
Thickness, in.
Thickness, mils
Application Rate
Method
Research Report
Vertical
Overhead
Wet Film
Dry Film
Z
gal/ll>D ft
(e.g. Wall)
(e.g. Ceiling)
(WFT)
(DFT)
Accella Polyurethane
Systems, LLC (formerly
Bayseal CC
ESR-3999
7.25
7.25
18
12
1.1
NFPA 286
Covestro, LLC)
Accella Polyurethane
• •
Systems, LLC (formerly
Bayseal CCX
ESR-2072
7.5
9.5
20
13
• 1.3 •
NFPAt" •
Covestro, LLC)
so
• •
. . • •
•
Accella Polyurethane
•
• • • • • • •
. •.
Systems, LLC (formerly
Bayseal CC Polar
ESR-3999
7.25
7.25
18
12 •
• i • • 1.1 •
NFPA:86
Covestro, LLC)
• • • •
Accella Polyurethane
Systems, LLC (formerly
Bayseal OC
ESR-1655
10
11.5
22
80969
14 •
• • • •
• • 1.3
6060
NFPAaC
Covestro, LLC)
• • • • +,
• • •
•
Accella Polyurethane
Systems, LLC (formerly
EcoBay CC
ESR-3076
7.25
7.25
18
12 • •
• • 1.1 •
NFPA 286 •
Covestro, LLC)
•
• • • •
• • •
Accella Polyurethane
.
. .
• • • •
Systems, LLC dba Premium
Foamsulate 210
ER-0381
8
12
20
13 •
• • 1.3 • • •.
NFPA•286
Spray Products
•
Accella Polyurethane
Systems, LLC dba Premium
Foamsulate 220
ER-0352
7.5
11.5
18
12
1.1
NFPA 286
Spray Products
Accella Polyurethane
Systems, LLC dba Premium
Foamsulate 50
ESR-3081;
8
12
20
13
1.3
NFPA 286
Spray Products
ER-0351
Accella Polyurethane
Systems, LLC dba Premium
Foamsulate 50 N-
ER-0394
7.5
11.5
18
12
1.1
NFPA 286
Spray Products
IB
Accella Polyurethane
Systems, LLC dba
NatureSeal OCX
ER-0285
7.5
11.5
18
12
1.1
NFPA 286
QuadFoam
Accella Polyurethane
Systems, LLC dba
QuadFoam 2.0
ESR-3459;
7.5
11.5
18
13
1.1
NFPA 286
QuadFoam Technologies
ER-0272
Accella Polyurethane
ESR-3458;
4 (Primer') +
3 (Primer')
0.25 (Primer') +
Systems, LLC dba
QuadFoam 500
8
12
NFPA 286
Quadfoam Technologies
ER-0271
16 (Finish)
+ 11 (Finish)
1.0 (Finish)
' Primer coat of DC315 / DC315 Primer
545 E. Algonquin Road * Arlington Heights a Illinois • 600051110111
111115111
intertek.com/buildinig
Intertek PCA-101
Version: 6 April 2017 SFT-CCRR-OP-40b
OnCode Compliance Research Report CCRR-1076
Page 6 of 12
TABLE 2 - COATING AND FOAM ASSEMBLIES WITHOUT A CODE -PRESCRIBED THERMAL BARRIER - Continued
Assembly Details
Insulation Details
DC315 Coating Details
Insulation
Insulation Code
Test
Maximum
Minimum
Theoretical
Insulation Supplier
Product
Evaluation
Thickness, in.
Thickness, mils
Application Rate
Method
Research Report
Vertical
Overhead
Wet Film
Dry Film
2
gal/100 ft
(e.g. Wall)
(e.g. Ceiling)
(WFT)
(DFT)
Accella Polyurethane
Systems, LLC dbi .
NexGen 2.0
ER-0523
8
10
18
12
1.1
NFPA 286
Q.%Vfpam Tedifldldgle:
• •
Barnhardt Manufacturik
company dba NIFT 0
Insulgl;c •
ESR-1615
8.25
10.25
18
12
1.1
NFPA 286
eglXYCethanes •
• • • • • •
Barnhardt Maryiie u m
• • •
lcll"ny dba N&? * •
InsulStrdr •
ESR-1615
8.25
10.25
18
12
1.1
NFPA 286
PdMi ethanes' 400
• •' •' •
Il9tM%rdt MaAiFacturing
• • •'
company dba NCF4
SealileOCK
ESR-3826
10
14
18
12
1.1
NFPA 286
Wwaethanes • •
• •
a"�'orporat On
ENCRTR� aifA
CCRR-1032;
7 5
14.5
18
12
1.1
NFPA 286
•
• •
ESR-3102
BASF Corporation
Spraytite 158
CCRR-1031;
ESR-2642
5.5
7.5
20
13
1.3
NFPA 286
BASF Corporation
Spraytite 178
CCRR-1031;
7.5
11.5
4 (Primer2)+
3 (Primer) +
0.25 (Primer) +
NFPA 286
ESR-2642
16 (Finish)
11(Finish)
1.0 (Finish)
BASF Corporation
Spraytite 81205
CCRR-1031;
5.5
7.5
20
13
1.3
NFPA 286
ESR-2642
BASF Corporation
Spraytite 81206
CCRR-1031;
7.5
11.5
4 (Primer2)+
3 (Primer) +
0.25 (Primer) +
NFPA 286
ESR-2642
16 (Finish)
11(Finish)
1.0 (Finish)
BASF Corporation
Spraytite SP
CCRR-3031;
5.5
7.5
20
13
1.3
NFPA 286
ESR-2642
BASF Corporation
Walltite HP+
CCRR-1031;
7.5
11.5
4 (Primer') +
3 (Primer) +
0.25 (Primer) +
NFPA 286
ESR-2642
16 (Finish)
11(Finish)
1.0 (Finish)
CCRR-3031;
4 (Primers) +
3 (Primer) +
0.25 (Primer) +
BASF Corporation
Walltite US
ESR-2642
7.5
11.5
16 (Finish)
11(Finish)
1.0 (Finish)
NFPA 286
CCRR-1031;
4 (Primer)+
3 (Primer) +
0.25 (Primer) +
BASF Corporation
Walltite US-N
ESR-2642
7.5
11.5
16 (Finish)
11(Finish)
1.0 (Finish)
NFPA 286
CertainTeed Corporation
CertaSpray CC
ESR-3758
5.5
9.5
22
14
1.3
NFPA 286
2 Primer coat of DC315
545 E. Algonquin Road • Arlington Heights • Illinois • 60005F-rf CIA
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g - Code Compliance Research Report CCRR-1076
Page 7 of 12
TABLE 2 - COATING AND FOAM ASSEMBLIES WITHOUT A CODE -PRESCRIBED THERMAL BARRIER - Continued
Assembly Details
Insulation Details
DC325 Coating Details
Insulation Code
Insulation Supplier
Insulation
Evaluation
Maximum
Minimum
Theoretical
Test
Product
Thickness, in.
Thickness, mils
Application Rate
Method
Research Report
Vertical
Overhead
Wet Film
Dry Film
2
gal/300 ft
(e.g. Wall)
(e.g. Ceiling)
(WFT)
(DFT)
DAP Foam, Inc.
Touch 'n Seal Class
3.5
3.5
20
13
1.3
NFPA 286
1 FIRESR-3052
Touch'n Foam
DAP Foam, Inc.
Professional Class I
ESR-3052
3.5
3.5
20
13 •
• 1.3 • • • •
NFPA JJ%
FIR
•
• •
DeLnilec (USA), Inc.
Agribalance
ESR-2600
7.5
11.5
18
12 •
•; • • 1.1 • • •
NFPAII I?
Demilec (USA), Inc.
APX
ESR-3470
8
10
20
13 •
• • • • 1.3 • • • • •
NFPA47" •
•
Demilec (USA), Inc.
Heatlok HFO
ESR-4073
7.5
11.5
18
12 •
• • 1.1 •
NFPA• llf •
Demilec (USA), Inc.
Heatlok Soy 200
ESR-3210
7.5
11.5
18
12 •
• • 1.1 i • • • •
NFPA:86 •
Plus
•
• •
••••
•
Demilec (USA), Inc.
Heatlok XT-s
ESR-3824
7.5
11.5
18
12
1.1 •
NFPA 286
Demilec (USA), Inc.
Heatlok XT-w
ESR-3883
7.5
11.5
18
12
1.1
NFPA 286
Demilec (USA), Inc.
Sealection 500
CCRR-1063;
7.5
11.5
18
12
1.1
NFPA 286
ESR-1172
The DOW Chemical
Styrofoam CM
4 (Primer3)+
3 (Primer) +
0.25 (Primer) +
Company
2045
ESR-2670
9.5
9 5
18 (Finish)
12 (Finish)
1.1 (Finish)
NFPA 286
Elastochem Specialty
Insulthane
ESR-3541
7.5
9.5
20
13
1.3
NFPA 286
Chemicals, Inc.
Elastochem Specialty
Insulthane
Chemicals, Inc.
Extreme
ESR-3809
7.25
7.25
18
12
1.1
NFPA 286
Gaco Western, U.0 (a part
of Firestone Building
F1850
CCRR-1043
7.5
9.5
18
12
1.1
NFPA 286
Products)
Gaco Western, LLC (a part
of Firestone Building
183M
CCRR-1002
5.5
7.5
20
13
1.3
NFPA 286
Products)
3 Primer coat of DC315
(a 545 E. Algonquin Road • Arlington Heights • Illinois • 60005
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onCode Compliance Research Report CCRR-1076
Page 8 of 12
TABLE 2 - COATING AND FOAM ASSEMBLIES WITHOUT A CODE -PRESCRIBED THERMAL BARRIER - Continued
Assembly Details
Insulation Details
DC31S Coating Details
Insulation Code
Insulation
Maximum
Minimum
Theoretical
Test
Insulation Supplier
Evaluation
Product
Thickness, in.
Thickness, mils
Application Rate
Method
Research Report
Vertical
Overhead
Wet Film
Dry Film
:
Sal/100 ft
(e.g. Wall)
(e.g. Ceiling)
(WFT)
(DFT)
Gaco Western, LLC (a part
of Firestone Building
Gaco 052N
CCRR-1075•
11.25
11.25
20
13
1.3
NFPA 286
Products) •600 •
ESR 2478
tRAINestern, LLC (a pert
Of Firestone Biiltlinj •
CCRR-1009
18
18
18
12
1.1
NFPA 286
Pmducts) •• •
F5a0001����2
••••••
QVWgil Coatings •
Ultra*Alne•230
4 (Primer4) +
3 (Primer) +
0.25 (Primer) +
ManJfacturinvoo" •
W gle • • •
ESR-3033
5.5
7.5
18 (Finish)
12 (Finish)
1.1 (Finish)
NFPA 286
•
•
• A • • •
�iif�Compar� •
Pe WW l•>i •
Rl!�f 4-�$)
(Pert
ESR-3024
11.25
11.25
21
14
1.3
NFPA 286
.••. .•
•
2.8
derV%Company,
na*g •
(Rl$045-2.e)
ESR-3024
11.25
11.25
21
14
1.3
NFPA 286
• • • • • •
Henr?Comparg • • • •
Pekax O&V
ESR-3646
11.5
11.5
18
12
1.3
NFPA 286
••
ICP Adhesives & Sealants,
Handi-Foam E84
ESR-2717
3.5
3.5
20
13
1.3
NFPA 286
Inc.
Class 1
Icynene, Inc.
Classic Plus
ESR-1826
6.5
11.5
20
13
1.3
NFPA 286
Icynene, Inc.
Classic
ESR-1826
6
14
20
13
1.3
NFPA 286
Icynene, Inc.
Classic Max Select
ESR-1826
6
14
20
13
1.3
NFPA 286
Icynene, Inc.
MD-C-200
ESR-3199
6
30
22
14
1.4
NFPA 286
Icynene, Inc.
ProSeal
ESR-3500
8
14
24
16
1.5
NFPA 286
Icynene, Inc.
ProSeal LE
ESR-3500
8
14
24
16
1.5
NFPA 286
Johns Manville
Corbond III
ER-0146
7.5
11.5
18
12
1.1
NFPA 286
Johns Manville
Corbond MCS
ESR-3159
7.25
9.25
22
14
1.4
NFPA 286
DTM Bonding Primer manufactured by Sherwin Williams
545 E. Algonquin Road • Arlington Heights • Illinois • 60005
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ton.
Code Compliance Research Report CCRR-1076 Page 9 of 12
TABLE 2 - COATING AND FOAM ASSEMBLIES WITHOUT A CODE -PRESCRIBED THERMAL BARRIER - Continued
Assembly Details
Insulation Details
DC315 Coating Details
Insulation Code
Maximum
Minimum
Theoretical
Insulation Supplier
Insulation
Evaluation
Test
Product
Thickness, in.
Thickness, mils
Application Rate
Method
Research Report
Vertical
Overhead
Wet Film
Dry Film
2
gal/100 ft
(e.g. Wall)
(e.g. Ceiling)
(WFT)
(DFT)
Johns Manville
Corbond OC
ESR-3776
7.5
11.5
18
12
1.1
NFPA 286
Johns Manville
Corbond OCX
ESR-3777
7.5
11.5
18
12
1.1
NFPA 286
Lapolla Industries, Inc.
-0
FoamLok FL2000
ESR-2629
7.5
9.5
18
12 :
• • 1.1
• • • • •
NFPA 286•
Lapolla Industries, Inc.
4G mlok FL2000-
CCRR-1025
8
12
18
•
12 •
•••• • ••
• : • • 1.1 •
•••
NFPA W6
Soso
•••
Lapolla Industries, Inc.
FoamLok FL500
ESR-2847
5.25
11.25
20
13
•
000 1.3 •
•••• •••
NFPA 286.
• •••
Natural Polymers, LLC
NaturalTherm 0.5
ER-0336;
8
10
20
•
14
•• •
Poo** 1.3 •
•••
NFPA 286
ESR-3136
•
• •
Natural Polymers, LLC
NaturalTherm
ER-0336;
11.25
11.25
21
14 :
•••••
• • • 1.3 •
NFPA M6•
2.OW
ESR-3136
• • 0
•
41
Natural Polymers, LLC
NaturalTherm
ER-0336
11.25
11.25
21
14
•
1.3
NFPA 286
2.0 IBW
NuWool Company
Incorporated
Nu -Seal 0.5
ESR-3136
8
30
20
14
1.3
NFPA 286
NuWool Company
Incorporated
Nu -Seal 2.OW
ESR-3136
8
SO
20
14
1.3
NFPA 286
Patriot Spray Foam, Inc.
Patriot 200
ESR-4065
8
14
24
16
1.5
NFPA 286
Patriot Spray Foam, Inc.
Patriot 200 ECO
ESR-4063
8
10
22
15
1.4
NFPA 286
Patriot Spray Foam, Inc.
Patriot 500
ESR-4064
6
14
20
13
1.3
NFPA 286
Patriot Spray Foam, Inc.
Patriot 500 HY
ESR-4064
6
14
20
13
1.3
NFPA 286
Rhino Linings USA, Inc.
ThermalGuard CC2
ESR-2100
8
10
18
13
1.1
NFPA 286
Rhino Linings USA, Inc.
ThermalGuard
OC.S
ESR-2100
7.5
11.5
18
13
1.1
NFPA 286
545 E. Algonquin Road • Arlington Heights • Illinois • 60005
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Code Compliance Research Report CCRR-1076
Page 10 of 12
TABLE 2 - COATING AND FOAM ASSEMBLIES WITHOUT A CODE -PRESCRIBED THERMAL BARRIER - Continued
Assembly Details
Insulation Details
DC315 Coating Details
Insulation
Insulation Code
Test
Maximum
Minimum
Theoretical
Insulation Supplier
Product
Evaluation
Thickness, in.
Thickness, mils
Application Rate
Method
Research Report
Vertical
Overhead
Wet Film
Dry Film
gal/300 ftz
(e.g. Wall)
(e.g. Ceiling)
(WFT)
(DFT)
SES Foam LLC
Nexseal 2.0
ER-0374
8.25
10.25
18
12
1.1
NFPA 286
SES Foam LLC • •
Nexseal 2.0 LE
ER-0374
8.25
10.25
18
12
1.1
NFPA 286
SES Foam LLC• • :
••• •• •
SEi 2.0 0 • 0
••••••
ER-0374
8.25
10.25
18
12
1.1
NFPA 286
• •
SES Loam LLC • • • •
• •
••••••
SES 2,&16
• •
ER-0374
8.25
10.25
18
12
1.1
NFPA 286
SES Foam LLG •
SEiT& 0.5
ER-0492
9.5
11.5
18
12
1.1
NFPA 286
•
$ rioam LLC • •
000000
• • • • • •
Sucraleal 65
ESR-3375
11.5
11.5
18
12
1.1
NFPA 286
•••
SWD Urethane • • 0 •
• • •
Q�ickShisld
CCRR-1050
7
11
18
12
1.1
NFPA 286
• •
QS100X
SWD Urethane
QuickShield QS106
CCRR-1011
11.25
11.25
24
SS
1.5
NFPA 286
SWD Urethane
QuickShield QS108
CCRR-1051
8
14
18
12
1.1
NFPA 286
4 (Primer) +
3 (Primer) +
0.25 (Primer) +NFPA
SWD Urethane
QuickShield Q5112
CCRR-1011
11.25
11.25
22 (Finish)
15 (Finish)
1.4 (Finish)
286
SWD Urethane
QuickShield
CCRR-1011
11.25
11.25
20
13
1.3
NFPA 286
QS112XC
SWD Urethane
QuickShield QS118
CCRR-1093
11.25
11.25
20
13
1.3
NFPA 286
5 Primer coat of DC315
1110111
545 E. Algonquin Road • Arlington Heights • Illinois • 60005
intertek.com/buildinn " "�
Intertek PCA.101
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A
L Code Compliance Research Report CCRR-1076
,
Page 11 of 12
TABLE 3 - COATING AND FOAM ASSEMBLIES WITHOUT A CODE -PRESCRIBED IGNITION BARRIER
Assembly Details
Insulation Details
DC315 Coating Details
Maximum Thickness in.
Minimum Thickness mils
Theoretical
Insulation Supplier
PP
Insulation
Insulation Code
Evaluation
Test
Product
Application Rate
Method
Research Report
Vertical
(e.g. Wall);
Overhead
Wet Film
Dry Film
gal/100 ftZ
(e.g. Ceiling)
(WFT)
(DFT )
Attic Floors
Accella Polyurethane
Systems, LLC (formerly
Bayseal OC ,
ESR-1655
9.5
11.5
4
3
0.3
AC377,
Covestro, LLC)
Appendix X
Accella Polyurethane
Systems, LLC dba Premium
Foamsulate 50
ESR-3081;
12
12
4
3
0.3 : ;
AC377,
Spray Products
ER-0351
•
• • •
• •
. Appen VA
Acc-ella Polyurethane
• •
• • • •
Systems, LLC dba
QuadFoam 500
ESR-3458;
7.5
11.5
4
3 • • •
• •
• • 0.3 • • •
AC377,
QuadFoam
ER-0271
so*:**
•
Appendx X
•
BASF Corporation
ENERTITE NM
CCRR-1032;
11.5
15.5
4
0000
3 *seem*
• • sees
0.3
AC3A
ESR-3102
• e
••••••
e m • • • •
•••
Append%%
•••
BASF Corporation
Spraytite 158
CCRR-1031;
5.5
11.5
4
• •
3
• • •
0.3
AC377* •
ESR-2642
• • •
• • • .
Appendix X
BASF Corporation
Spraytite 178
CCRR-3031;
5.5
11.5
4
•
3 •
• •
• • 0.3
AC37W,
• •
ESR-2642
• •
• • • •
•
Appenc.x X
BASF Corporation
Spraytite 81205
CCRR-1031;
5.5
11.5
4
3
0.3
AC377'
ESR-2642
Appendix X
BASF Corporation
Spraytite 81206
CCRR-1031;
5.5
11.5
4
3
0.3
AC377,
ESR-2642
Appendix X
BASF Corporation
Spraytite SP
CCRR-1031;
5.5
11.5
4
3
0.3
AC377,
ESR-2642
Appendix X
BASF Corporation
Walltite HP+
CCRR-1031;
5.5
11.5
4
3
0.3
AC377,
ESR-2642
Appendix X
BASF Corporation
Walltite US
CCRR-1031;
5.5
11.5
4
3
0.3
AC377,
ESR-2642
Appendix X
BASF Corporation
Walltite US-N
CCRR-1031;
5.5
11.5
4
3
0.3
AC377,
ESR-2642
Appendix X
CertainTeed Corporation
CertaSpray X
ESR-3759
11.25
11.25
4
3
0.3
AC377,
Appendix X
Demilec (USA), Inc.
Agribalance
ESR-2600
7.5
11.5
4
3
0.3
AC377,
Appendix X
545 E. Algonquin Road • Arlington Heights • Illinois • 60005
50111
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OnCode Compliance Research Report CCRR-1076 Page 12 of 12
TABLE 3 - COATING AND FOAM ASSEMBLIES WITHOUT A CODE -PRESCRIBED IGNITION BARRIER - Continued
•olikirestoneBuiTdmg
•
•
•
•
•
Assembly Details
Insulation Details
DC315 Coating Details
Theoretical
Insulation Code
Insulation
Maximum Thickness, in.
Minimum Thickness, mils
Test
Insulation Supplier
Product
Evaluation
Application Rate
Method
Research Report
Vertical
(e.g. Wall);
Overhead
Wet Film
Dry Film
gal/300 ft 2
(e.g. Ceiling)
(WFT)
(DFT)
Attic Floors
Demilec (USA), Inc.
Sealection 500
CCRR-1063;
ESR-1172
7.5
11.5
4
3
0.3
AC377,
AppendVX
Gaco Western, YLC (a part
• ♦ • •
CCRR-1075;
11.25
4
3
0.3
AC377,
•
Gaca052N•
• •
ESR 2478
11.25
A endix!
PP
roducts)•
General Coatings• •
UNr>}iha.e230
•
ESR-3033
7.5
11.5
4
3
0.3
AC377,
Manufacturing Corp.
Wells • • • •
Appendix X
PP
jvary Compaty. •
Pe�ra�xQ•5tV
ESR-3646
11.5
11.5
4
3
0.3
AC377,
•
Appendix X
• •
NRAne, Inc. • •
• •
Clasiie Pl&-
ESR-1826
5.5
14
4
3
0.3
AC377,
Appendix X
• • • • •
Icyn ene, Inc. • • • • • :
• •
Classic •
ESR-1826
5.5
14
4
3
0.3
AC377,
Appendix X
• • • • •
Icynene, Inc. ; .
• • •
Classic Max Select
ESR-1826
5.5
14
4
3
0.3
AC377,
Appendix X
Icynene, Inc.
ProSeal
ESR-3500
7.5
9.5
4
3
0.3
AC377,
Appendix X
AC377,
Icynene, Inc.
ProSeal LE
ESR-3500
7.5
9.5
4
3
0.3
Appendix X
AC377,
Johns Manville
Corbond III
ER-0146
7.5
7.5
4
3
0.3
Appendix X
Lapolla Industries, Inc.
FoamLok FL500
CCRR-1091;
ESR-2847
5.5
11.5
4
3
0.3
AC377'
Appendix X
Patriot Spray Foam, Inc.
Patriot 200
ESR-4065
7.5
9.5
4
3
0.3
AC377,
Appendix X
Patriot Spray Foam, Inc.
Patriot 500
ESR-4064
5.5
14
4
3
0.3
AC377,
Appendix X
Patriot Spray Foam, Inc.
Patriot 500 HY
ESR-4064
5.5
14
4
3
0.3
AC377,
Appendix X
ThermalGuard
AC377,
Rhino Linings USA, Inc.
OC.5
ESR-2100
8
12
4
3
0.3
Appendix X
SES Foam LLC
SES Foam 0.5
ER-0492
9.5
11.5
4
3
0.3
AC377,
Appendix X
SWD Urethane
QuickShield QS108
CCRR-1051
8
14
4
3
0.3
AC377'
Appendix X
'y 545 E. Algonquin Road • Arlington Heights • Illinois • 60005IlliZill
1� intertek.com/building'
Intertek PCA-101
Version: 6 April 2017 SFT-CCRR-OP-40b
UE8
TM
Originally Issued: 06/29/2017
INTERNATIONAL FIREPROOF
TECHNOLOGY, INC
ADDITIONAL LISTEE:
INTERNATIONAL CARBIDE
TECHNOLOGY CO., LTD
Revised: 10/27/2017 Valid Through: 06/30/2018
3.0 PRODUCT USE
DC315 FIELD APPLIED INTUMESCENT
COATINGS
CSI Section:
09 96 43 Fire -Retardant Coatings
1.0 RECOGNITION
DC315 has been evaluated for use as a fire -protective coating
for foam plastic products. The coating has been evaluated for
the contribution of wall and ceiling finish materials to room
fire growth and as an alternate to the prescriptive thermal
barrier required in Section 2603.4 of the IBC and Section
316.4 of the IRC. The coating has also been evaluated as an
alternate to the prescriptive ignition barriers required in
Section 2603.4.1.6 of the IBC and Sections R316.5.3 and
R316.5.4 of the IRC. DC315 evaluated in this report is a
satisfactory alternative to the following codes and
regulations:
• 2015 and 2012 International Building Code® (IBC)
• 2015 and 2012 International Residential Code®
(IRC)
• AC456
• AC377
2.0 LIMITATIONS
Use of DC315 recognized in this report is subject to the
following:
2.1 The application of any additional interior finish over the
fire -protective coating is limited to interior and exterior latex
or waterborne acrylic paints. Additional applications of
primers, including vapor retardant coatings, applied under the
DC315 fire -protective coating is acceptable and shall be
applied where noted in the tested systems listed in Tables 1
and 2 of this report.
2.2 Spray Foam Plastic insulation shall be installed in
accordance with the manufacturer's installation instructions.
2.3 Approval of DC315 for use with any insulation product
listed herein is conditional upon that insulation products'
current approval for use with DC315. Users must
independently verify the current validity of any evaluation
report referenced herein.
3.1 Design
3.1.1 Application as an Alternative Thermal Barrier:
DC315 for use as an alternate to the prescriptive thermal
barrier required in Section 2603.4 of the IBC and Section
R316.4 of the IRC shall be applied at the minimum thickness
as shown in Table 1 of this report.
3.1.2 Application as an Alternative Ignition Barrier:
DC315 for use as an alternate to the prescriptive ignition
barrier required in Section 2603.4.1.6 of the IBC and item 3
of Sections R316.5.3 and R316.5.4 of the IRC shall be
applied at the minimum thickness as shown in Table 2 of
this report.
3.1.3 Interior Finish: The Lgi plastic insulation with e
DC315 coating installed as sh9Wg jp Xables &ule2 of this e e e : e
report meets the requirement§.fo: jpterior finish in IBC. e
Section 803.1 and IRC Sectioq JW2.9, and• g7gy be left; • • • • ;
exposed to the interior of theo4it "fig. ThejWpb1hations6e.„.
shown in Table 1 have been test% d iii icordarice witkNFPA. . ; . •
286 and have met the acceptanoe*criteria of IBC. Vectione • e •
803.1.2.1, qualifying the assembly to be used where a Class • •
A classification in accordance lrvtthaA;TM E84 or UL723 is •
required as applicable to Sections 803*1.1 anal 893.E 1 of the • •
IBC (Sections 803.1.1 and 803:9 of the 2012iBC). : • • • • t
3.1.4 Use as an interior imish or interior Trim in
plenums: Foam plastic insulations installed as shown in
Table 1 of this report have been evaluated for use as an
interior finish or interior trim in plenums as required by
Section 2603.7 of the IBC and shall exhibit a flame spread
index of 75 or less and a smoke -developed index of 450 or
less when tested in accordance with ASTM E84 and meets
the acceptance criteria of Section 803.1.2 of the IBC when
tested to NFPA 286.
3.2 Application
3.2.1 General: DC315 shall be applied in accordance with
International Fireproof Technology's installation
instructions, the spray foam plastic manufacturer's
installation instructions, this evaluation report and the
applicable codes listed in Section 1.0 of this report. Where
conflicts occur, the more restrictive governs. The
manufacturer's published installation instructions and this
report shall be available and strictly adhered to at all times at
the jobsite during application.
3.2.2 Application: The minimum installed thickness of
DC315 shall be applied to the applicable foam plastic
insulation as shown in Table 1 or Table 2 of this report, as
applicable. Before application of DC315, the foam plastic
MAW
The product described In this Uniform Evaluation Service (LIES) Report has been evaluated as an alternative material, design or method of construction in order to satisfy and comply with
the intent of the provision of the code, as noted in this report, and forat least equivalence to that scribed in the code in ual' strength, effectiveness fire resistance durability and safely,
P e9 Pre 4 rty. Ot , rty Y.
as applicable, in accordance wfth IBC Section 104.11. This document shall only be reproduced in its entirety.
Copyright 02017 by intemational Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States. Ph: 1-877-4IESRPT • Fax: 909.472.4171
web: www.un#brmes.org • 4755 East Philadelphia Street, Ontario, California 91761-2816— USA
Page 1 of 11
UES'EVALUATION►
TM Originally Issued: 06/29/2017
499
Revised: 10/27/2017 Valid Through: 06/30/2018
insulation shall be allowed to cool and cure a minimum of
one hour or as required by the foam plastic manufacturer, as
applicable. The surface of the foam plastic shall be clean,
firm and dry before application. DC315 shall be thoroughly
mixed before application.
4.0 PRODUCT DESCRIPTION
DC315 intumescent coating is manufactured by International
Fireproof Technology, Inc. and International Carbide
Technology. The coating is water -based and supplied in 5-
gallon (18.9 L) pails weighing 581bs. (26.3 kg) and 55-gallon
(208 L) drums weighing 640 lbs. (290 kg). The coating
material has a maximum shelf life of 12 months when stored
in factor y-sealed containers at temperatures between 50°F
......and 9(1°F'(16*.Q and 32°C). ,DC315 has a minimum 24-hour
curing time., , • � � •
...... .. . ...
, 5.0 IDErjTIFICATj*.(?.r1..
DC316�pa l rand drums identified by the International
• * 00
:' * Carbide 1fec*hnology� o o In ternational Fireproof Technology
name. axd address p�ociuct name (DC315), date of
0 0 manufacture, produces 'hetf life, conditions for storage and
evaluation report d*l* (ER-499). The container
identifthti,wUso in'cludesthe IAPMO Uniform Evaluation
....: Service Marrof CorOianitf, Either Mark of Conformity may
' ' be usdd Vstbwn below' •
00
1ApM0 UES
ES
0® or TM
IAPMO UES ER-499
6.0 SUBSTANTIATING DATA
6.1 Manufacturer's descriptive literature and installation
instructions. Test results are from laboratories in compliance
with ISO/IEC 17025.
6.2 Data in accordance with the ICC-ES Acceptance Criteria
for Spray -applied Foam Plastic Insulation, AC377, dated
April 2016, including test reports in accordance with
Appendix X of AC377.
6.3 Data in accordance with the ICC-ES Acceptance Criteria
for Fire -protective Coatings Applied to Spray -applied Foam
Plastic Insulation Installed Without a Code -Prescribed
Thermal Barrier, AC456, dated October 2015.
6.4 Report of testing in accordance with ASTM E84 Surface
Burning Characteristics for Building Materials,
6.5 Report of testing in accordance with NFPA 286 Standard
Method of Fire Test for Evaluating Contribution of Wall and
Ceiling Interior Finish to Room Fire Growth.
6.6 Report of Testing in accordance with ASTM D2697
Standard Test Method for Volume Nonvolatile Matter in
Clear or Pigmented Coatings.
6.7 Report of testing in accordance with ASTM D1475
Standard Test Method for Density of Liquid Coatings, Inks
and Related Products.
6.8 Report of testing in accordance with ASTM D2196
Standard Test Methods for Rheological Properties of Non -
Newtonian Materials by Rotational Viscometer.
7.0 CONTACT INFORMATION
INTERNATIONAL FIREPROOF
TECHNOLOGY, INC.
17528 Von Karman Avenue
Irvine, California 92614
949-975-8588
www.painftol2rotect.com
INTERNATIONAL CARBIDE
TECHNOLOGY CO, LTD
2F, No. 50, Minquan Road
Lu-Chu District
Taoyuan, Taiwan 33846
886-3-3254301
www.incatech.com.tw
8.0 STATEMENT OF RECOGNITION
This evaluation report describes the results of research
carried out by IAPMO Uniform Evaluation Service on
DC315 field applied intumescent coatings to the
conformance to the codes shown in Section 1.0 of this
report and documents the product's certification.
Brian Gerber, P.E., S.E.
Vice President, Technical Operations
Uniform Evaluation Service
Z�ZA/
Richard Beck, PE, CBO, MCP
Vice President, Uniform Evaluation Service
GP Russ Chan y
CEO, The IAPMO Group
For additional information about this evaluation report please visit
www.uniform-es.om or email us at info aC)uniform-es.ore
Page 2 of 11
Originally Issued: 06/29/2017
Revised: 10/27/2017 Valid Through: 06/30/2018
TABLE 1
FOAM PLASTIC PRODUCTS APPROVED FOR USE WITH DC315 AS ASSEMBLIES NOT REQUIRING
A PRESCRIPTIVE 15-MINUTE THERMAL BARRIER
Application of DC315
Maximum
Thickness of Spray
Minimum Installed
Theoretical
Manufacturer's
Product
Product
Evaluation
Thickness mils
Application
Foam (inches)
Name
Name
Density
Report' 2
Rate
Wet
Dry
(gallons/100
Film
Film
square
Vertical
Overhead
feet)3
Accella
Polyurethane
Bayseal CC
2.0 pcf
ESR-3999
18
12
1.1
7.25 :
• • 4.25
Systems dba Bayseal
•
• •
Accella
Polyurethane
Bayseal CC
Polar
2.0 pcf
ESR-3999
18
12
• • •
1.1 • • •
• • •
• • 7.25
• •
• 7.25 •
Systems dba Bayseal
..
.
• • •
Accella
Polyurethane
Bayseal CC X
2.0 pcf
ER-522
18
12
1.1 •
7.25 •
• • i.25
Systems dba Bayseal
• •
moo,
•
00
• •
•
Accella
•
•
•
• •
•
Polyurethane
Bayseal CC XP
2.0 pcf
ER-522
18
12
1.1 •
• 7.25 •
7.25
Systems dba Bayseal
•
•
•
Accella
Polyurethane
Bayseal OC
0.5 pcf
ER-519
22
14
1.3
10
• •
11.5
Systems dba Bayseal
ESR-1655
Accella
4 (Primer)
3 (Primer)
0.25 (Primer) +
Polyurethane
Bayseal OCX
0.5 pcf
ER-541
+
+
7.5
11.5
16 (Finish)
11 (Finish)
1.0 (Finish)
Systems dba Bayseal
Accella
Polyurethane
EcoBay CC
2.0 pcf
ER-520
18
12
1.1
7.25
7.25
Systems
ESR-3076
Accella
Polyurethane
EcoBay CC
Polar
2.0 pcf
ER-520
18
12
1.1
7.25
7.25
Systems
Accella
Polyurethane
Systems dba
Foamsulate 210
2.0 pcf
ER-351
20
13
1.3
8
12
Premium Spray
Products
Accella
Polyurethane
Systems
NatureSeal OCX
0.5 pcf
ER-285
18
12
1.1
7.5
11.5
dba Quadrant
Accella
Polyurethane
Systems
FoamsulateT"'
220
2.2 pcf
ER-352
18
12
1.1
7.5
11.5
dba Premium
Accella
Polyurethane
FoamsulateTM 50
0.5 pcf
ER-351
20
13
1.3
8
11.5
Systems
Page 3 of 11
VES
TM
Originally Issued: 06/29/2017 Revised: 10/27/2017 Valid Through: 06/30/2018
Application of DC315
Maximum
Thickness of Spray
Minimum Installed
Theoretical
Foam (inches)
Manufacturer's
Product
Product
Evaluation
Thickness mils
Application
Name
Name
Density
Reportt,2
Rate
Wet
Dry
(gallons/100
Vertical
Overhead
Film
Film
square
feet)3
Accella
Polyurethane
Foamsulate m
0.5 pcf
ER-394
21
14
1.4
8
12
Systems
50-NIB
Accella
E -271
4 (Primer)
3 (Primer)
0.25 (Primer) +
Polyurethane
QuadFoamm 500
0.5 pcf
R-3458
ES-345
systems,
16 (Finish)
11 (Finish)
1.0 (Finish)
ccel a•
• •
PoLyuret o,ne
Q%doamm 2.0
2.0 pcf
ER-272
18
12
1.0
7.5
11.5
• S stems
Eccella
Polyurethane
:4%4y oamm
0.5 pcf
ER-285
18
12
1.1
7.5
11.5
S terns
al 500
• • • •
P0 lyurella�ne
•1: e XG•eN• 2.0
2.0 pf
ER-523
18
12
1.1
7.5
11.5
• S terns
•
Barnhardt
Manufacturing
ConiP:W jIbCNCFI
• • • • .
• hrsylstar
2.0 pcf
ESR-1615
18
12
1.1
8.25
10.25
Polyurethanes
• •
• •.•
%afnhardt
••
Manufacturing
InsulBlocm
2.0 pcf
ESR-1615
18
12
1.1
8.25
10.25
Company dba NCFI
Polyurethanes
Barnhardt
Manufacturing
Company dba NCFI
Sealite OCX
0.5 pcf
ESR-3826
18
12
1.1
10
14
Polyurethanes
BASF Corporation
Enertite• NM
0.5 pcf
CCRR-1032;
ESR-3102
18
12
1.1
7.5
14.5
BASF Corporation
Spraytite 158-
2.0 pcf
CCRR 1031;
20
13
1.3
5.5
7.5
DLDM
ESR-2642
CCRR 1031;
4 (Primer)
+
3 (Primer)
+
0.25 (Primer) +
BASF Corporation
Spraytite 178
2.1 pcf
ESR-2642
5.5
11.5
16 (Finish)
11 (Finish)
1.0 (Finish)
BASF Corporation
Spraytite 81205
2.0 pcf
CCRR-1031;
ESR-2642
20
13
1.3
5.5
7.5
CCRR-1031;
4 (Primer)
+
3 (Primer)
+
0.25 (Primer) +
BASF Corporation
Spraytite 81206
2.0 pcf
ESR-2642
5.5
11.5
16 (Finish)
11 (Finish)
1.0 (Finish)
BASF Corporation
Spraytite SP
2.0 pcf
CCRR-1031;
ESR-2642
20
13
1.3
5.5
7.5
CCRR-1031;
4 (Primer)
+
3 (Primer)
+
0.25 (Primer) +
BASF Corporation
Walltite HP+
2.0 pcf
ESR-2642
5.5
11.5
16 (Finish)
11 (Finish)
1.0 (Finish)
C R-1031;
4 (Primer)
+
3 (Primer)
+
0.25 (Primer) +
BASF Corporation
Walltite US-N
2.0 pcf
ES
ESR-2642
5.5
11.5
16 (Finish)
I (Finish)
1.0 (Finish)
Page 4 of 11
V
Originally Issued: 06/29/2017
Revised: 10/27/2017 Valid Through: 06/30/2018
Application of DC315
Maximum
Thickness of Spray
Minimum Installed
Theoretical
Foam (inches)
Manufacturer's
Product
Product
Evaluation
Thickness mils
Application
Name
Name
Density
Report' 2
Rate
Wet
Dry
(gallons/100
Film
Film
square
Vertical
Overhead
feet)3
CCRR-1031,
4 (Primer)
3 (Primer)
0.25 (Primer)+
BASF Corporation
Walltite US
2.0 pcf
+
+
5.5
11.5
ESR-2642
inish
11 Finish
1.0 FinishCertainteed
Certaspray CC
2.0 pcf
ESR-37582
720
14
1.3
7.25
7.25
Certainteed
Certaspmy OCX
0.5 pcf
ESR-3759
13
1.25
5.25
14
DAP Foam, Inc.
Touch's Seal
Class 1
2.2 pcf
ESR-3052
20
13
1.3
3.5 •
• 3.5
Touch 'n
•
DAP Foam, Inc.
Professional
2.2 pcf
ESR-3052
20
13
1.3 • •
• 3.5 :
• � 5
Class
•••
•• •
••
Demilec
HeatLok
Agribalance
0.6 pcf
ESR-2600
18
12
1.1 • * *
• •
• 7.5
•
• 11.5
• 0 •
Demilec
APX
0.5 pcf
ESR-3470
20
13
1.3 "
' 8
• • 10
Demilec
H�2000+SOy
2.0 pcf
ESR-3210
18
12
1.1 • • •
• 7.5
• • H.5 •
Demilec
HeatLok XT-S
2.0 pcf
ESR 3824
18
12
1.1
7.5 •
•
090H.5
Demilec
HeatLok XT-W
2.0 pcf
ESR 3883
18
12
1.1
7.5
We
• f 1.5
Demilec
HeatLok HFO
2.0 pcf
ESR-4073
18
12
1.1
7.5
11.5
Demilec
Sealection 500
0.5 pcf
CCRR-1063;
18
12
1.1
7.5
11.5
ESR-1172
Dow
Styrofoam CM
2.0 pcf
ESR-2670;
4 (primer)
3 (primer)
1.1
9.5
9.5
2045
ESR 1659
+ 18 finish
+ 12 finish
Elastochem
Insulthane
Specialty Chemicals
Extreme
2.0 pcf
ESR-3809
18
12
1.1
7.25
7.25
Inc.
Elastochem
Insulthane
Specialty Chemicals
Proline Plus
2.0 pcf
ESR-3541
18
12
1.1
7.25
7.25
Inc
Energy One
America
EOA 2000
2.0 pcf
ER-443
18
12
1.1
8.25
10.25
Gaco Western
F1850
2.0 pcf
CCRR-1043
18
12
1.1
7.5
9.5
Gaco Western
183M
2.0 pcf
CCRR-1002
20
13
1.3
5.5
7.5
Gaco Western
Gaco Green
052N
0.5 pcf
CCRR-1075;
20
13
1.3
11.25
11.25
ESR-2478
Page 5 of 11
•
•••••
Originally Issued: 06/29/2017 Revised: 10/27/2017 Valid Through: 06/30/2018
Application of DC315
Maximum
Thickness of Spray
Minimum Installed
Theoretical
Foam (inches)
Manufacturer's
Product
Product
Evaluation
Name
Name
Density
Report' Z
Thickness mils
Application
Rate
Wet
Dry
(gallons/100
Vertical
Overhead
Film
Film
square
feet)3
Gaco Western
Gaco Firestop2
0.5 pcf
CCRR-1009
18
12
1.1
18
18
F5001
General Coatings
Ultrathane 230
2.0 pcf
ESR-3033
4 (primer)
3 (primer)
1.1
5.5
7.5
Manf Corp.
+ 18 finish
+ 12 finish
• •
Henry Company
• • 204i 1.8)
1.8 pcf
ESR-3024
21
14
1.3
11.25
11.25
HenryCompany
• :grT#12.0 (RT
2.0 pcf
ESR-3024
21
14
1.3
11.25
11.25
• 2045 2.0)
He.jCwhgany
• .OX
2.0 pcf
ESR-3647
18
12
1.3
7.25
7.25
- --rest
Het ry company
• • i"ax 2.OX
2.0 pcf
ESR-3647
18
12
1.3
7.25
7.25
HenryCompany
•Irftn 0.5LV
0.5 pcf
ESR-3646
18
12
1.3
11.5
11.5
ICP`AchEs?4 and
Nandi-fpam E84
2.0 pcf
ESR-2717
20
13
1.3
3.5
3.5
Sealants
• Class 1
I%*Wene, Inc.
Classic Plus
0.7 pcf
ESR-1826
20
13
1.3
6.5
11.5
Icynene, Inc.
Classic
0.5 pcf
ESR-1826
20
13
1.3
6
14
Icynene, Inc.
Classic Max
Select
0.5 pcf
ESR-1826
20
13
1.3
6
14
Icynene, Inc.
MD-C-200
2.4 pcf
ESR-3199
22
14
1.5
6
10
Icynene, Inc.
ProSeal
2.0 pcf
ESR-3500
24
16
1.5
8
14
Icynene, Inc.
ProSeal LE
2.0 pcf
ESR-3500
24
16
1.5
8
14
JM Corbond" III
Johns Manville
Performance
2.0 pcf
ER-146
18
12
1.1
7.5
11.5
Insulation
Johns Manville
JM Corbond"
ocx SPF
0.5 pcf
ER-372;
ESR-3777
18
12
1
7.5
11.5
Johns Manville
JM IC�orrbs ndm
2.0 pcf
ESR-3159
22
14
1.4
7.25
9.25
Johns Manville
JM Corbond" oc
0.5 pcf
ESR-3776
18
12
1.1
7.5
11.5
LaPolla Industries
FL500
0.5 pcf
ESR-2847
20
13
1.3
5.25
11.25
LaPolla Industries
FLX-500
0.5 pcf
ER-401
16
11
1
7.5
11.5
Lapolla Industries
FoamLok
FL20004G
2.0 pcf
CCRR-1025
18
12
1.1
8
12
LaPolla Industries
FL 2000
2.0 pcf
ESR-2629
18
12
1.3
6.25
8.25
Page 6 of 11
Originally Issued: 06/29/2017
Revised: 10/27/2017 Valid Through: 06/30/2018
Application of DC315
Maximum
Thickness of Spray
Minimum Installed
Theoretical
Manufacturer's
Product
Product
Evaluation
Foam (inches)
Thickness mils
Application
Name
Name
Density
Report', 2
Rate
Wet
Dry
(gallons/100
Film
Film
square
Vertical
Overhead
feet)3
Natural Polymers,
Natural -Therm*
0.5 pcf
ER-336
21
14
1.4
8
12
LLC
0.50 pcf
Natural Polymers,
Natural -Therm'
2.0 pcf
ER-336
21
14
1.4
7.5
11.5
LLC
2.0IBW
Natural Polymers,
Natural -Therm®
2.0 pcf
ER-336
21
14
1.4
• •
7.5
• • •
11.5
LLC
2.OIBS
•
• •
•
Natural Polymers,
LLC
Natural -Therm'
2.OW
2 0 pcf
ESR-3136
21
14
1.4 :
• • 11.25 •
0011.25
••••••
• •
NuWool Company
•
0000
• •
•10
Incorporated
Nu -Seal 0.5
0.5 pcf
ESR-3136
20
14
1.3 • • •
• 8 •
•. • •
NuWool Company
Incorporated
Nu -Seal 2.OW
2.0 pcf
ESR-3136
21
14
•
1.3 •
• • • •
• 11.25
• .
• •11.25 •
Patriot Spray Foam,
• •
•
• • • •
Inc
Patriot 200
2.0 pcf
ESR-4065
24
16
1.5 • •
8
00
000
014
Patriot Spray Foam,
Inc.
Patriot 200 ECO
2.0 pcf
ESR-4063
22
15
1.4
8
10
Patriot Spray Foam,
Inc.
Patriot 500
0.5 pcf
ESR4064
20
13
1.3
6
14
Patriot Spray Foam,
Inc.
Patriot 500 HY
0.5 pcf
ESR4064
20
13
1.3
6
14
Profoam
Proseal 2.0
2.0 pcf
ESR-3835
21
14
1.3
5.5
5.5
Rhino Linings.
ThermalGuard
OC.S
0.5 pcf
ESR-2100
18
13
1.1
7.5
11.5
Rhino Linings
ThermaGuard
2.0 pcf
ESR-2100
18
12
1.1
8
10
SES Foam, LLC
Nexseal 2.0
2.0 pcf
ER-374
18
12
1.1
8.25
10.25
SES Foam, LLC
Nexseal 2.0 LE
2.0 pcf
ER-374
18
12
1.1
8.25
10.25
SES Foam, LLC
SES 2.0
2.0 pcf
ER-374
18
12
1.1
8.25
10.25
SES Foam, LLC
SES 2.0 LE
2.0 pcf
R-374
18
12
1.1
8.25
10.25
SES Foam, LLC
SES Foam 0.5
0.5 pcf
ER-492
18
12
1.1
9.5
11.5
SES Foam, LLC
SucraSeal 0.5
0.5 pcf
ESR-3375
18
12
1.1
11.5
11.5
Sustainable Polymer
Products
2.0 CC
2.0 pcf
ER-511
18
12
1.1
7.5
11.5
Page 7 of 11
V
Originally Issued: 06/29/2017 Revised: 10/27/2017 Valid Through: 06/30/2018
Application of DC315
Maximum
Thickness of Spray
Minimum Installed
Theoretical
Foam (inches)
Manufacturer's
Product
Product
Evaluation
Thickness mils
Application
Name
Name
Density
Report' 2
Rate
Wet
Dry
(gallons/100
Vertical
Overhead
Film
Film
square
feet)3
Sustainable Polymer
0.5 OCX
0.5 pcf
ER-512
20
13
1.3
7.5
11.5
Products
Sustainable Polymer
.50 OC
0.5 pcf
ER-513
20
13
1.3
8
11.5
Products
SV,d Wnihane
Quik-Shield 106
0.5 pcf
CCCR-1011
24
15
1.5
11.25
11.25
SWgyfeth':ne
�Qgjis §Weld 108
•
0.5 pcf
CCRR-1051
18
12
1.1
8
14
SW11Idwihane
• •
•i Xeld
Q
•
0.5 pcf
CCRR-1050
18
12
1.1
7.25
11.25
SVQD W& hIne
Boom
;Qttl�Sliield 112
2.0 pcf
CCRR-1011
4 (primer)
3 (primer)
1.7
11.25
11.25
• •
• • • •
+ 22 finish
I + 15 finish
•
SW12 Urethane
• • QQiR Shield
2.0 pcf
CCRR-1011
20
13
1.3
11.25
11.25
112XC
SWD Uie"ne
•
%uil•-CLld 118
2.0 pcf
CCRR-1093
20
13
1.3
11.25
11.25
UTC
70410.5 lb
0.5 pcf
ESR-3244
20
13
1.3
5.5
14.75
UTC
7040 0.5 lb
0.5 pcf
ESR-3244
20
13
1.3
5.5
14.75
Volatile Free, Inc.
VFI-716
0.5 pcf
ER-414
20
13
1.3
8
11.5
Volatile Free, Inc.
VFI-714
2.2 pcf
ER-415
18
12
1.1
7.5
11.5
For SI: lmil = 0.0254 mm, 1 inch = 25.4 mm, 1 pcf = 16.02 kg/m'
Notes:
1. Approval of DC315 for use with any insulation product listed herein is conditional upon that insulation product's current approval for use with DC315.
Users must independently verify the current validity of any evaluation report referenced herein.
2. ER- Evaluation Reports from IAPMO Uniform Evaluation Service
CCRR - Code Compliance Research Reports from Intertek.
ESR - Evaluation Service Reports from ICC-ES.
3. Theoretical coating application rates are based strictly on minimum wet film thickness requirements and shall be increased for sit -specific conditions
such as foam plastic surface texture, overspray loss, container and other residues, application technique and environmental conditions.
Page 8 of 11
V
Originally Issued: 06/29/2017
Revised: 10/27/2017 Valid Through: 06/30/2018
TABLE 2
FOAM PLASTIC PRODUCTS APPROVED FOR USE WITH DC315 AS ASSEMBLIES NOT REQUIRING
A PRESCRIPTIVE IGNITION BARRIER
Application of DC315
Maximum Thickness
of Spray Foam
Minimum Installed
Theoretical
Manufacturer's
Product
Product
Evaluation
Thickness mils
Application
(inches)
Name
Name
Density
Report', =
Rate per
Film
Dry Film
square
Vertical
Overhead
feet)3
Accella
BaysealOC
Polyurethane
0.5 lb
0.5 pcf
ESR-1655
4
3
400
9.5
11.5
Systems
•
•
•. 0
•••
Accella
Foa2 sulate
• •
Polyurethane
2.0 pcf
ER-352
4
3
400 • •
• 7.5 �'
*,11.5
Systems
• • • •
• •
• • • •
Accella
Qua5Foamm
• • • •
•
• •
•
Polyurethane
500
0.5 pcf
ER-271
4
3
400 • • •
•
7.5 •
• •
• • 11.5 •
.
Systems
• • .
*400
• •
Accella
Foam5u01ateTM
• • • •
•
• • •
•
• • •
•
Polyurethane
0.5 pcf
ER-351
4
3
400 • • •
7.5
• • 11.5 • •
Systems
•...
go
•
Accella
Polyurethane
FoamsulateTM
0.5 pcf
ER-540
4
3
•
400.
• i •
7.5 •
• : • • •
11.5 •
Systems
50-HY
• .
•
• •
•
BASF
158 Spraytite
2.0 pcf
ESR-2642
4
3
400
5.5
• • 11.5
BASF
Enertite
0.5 pcf
ESR-3102
4
3
400
11.5
15.5
BASF
Spraytite 178
2.0 pcf
ESR-2642
4
3
400
5.5
11.5
BASF
Spraytite
81206
2.0 pcf
ESR-2642
4
3
400
5.5
11.5
BASF
Spraytite
81205
2.0 pcf
ESR-2642
4
3
400
5.5
11.5
BASF
Spraytite SP
2.0 pcf
ESR-2642
4
3
400
5.5
11.5
BASF
Walltite US
2.0 pcf
ESR-2642
4
3
400
5.5
11.5
BASF
Walltite US-N
2.0 pcf
ESR-2642
4
3
400
5.5
11.5
BASF
Walltite HP+
2.0 pcf
ESR-2642
4
3
400
5.5
11.5
Certainteed
CertaSpray X
0.5 pcf
ESR-3759
4
3
400
11.5
11.5
Demilec
Agribalance
0.6-0.8 pcf
ESR-2600
4
3
400
7.5
11.5
Demilec
Heatlok XT-w
2.0 pcf
ESR-3883
4
3
400
7.5
11.5
Page 9 of 11
V
Originally Issued: 06/29/2017
Revised: 10/27/2017 Valid Through: 06/30/2018
Application of DC315
Maximum Thickness
of Spray Foam
Minimum Installed
Theoretical
(inches)
Manufacturer's
Product
Product
Evaluation
Thickness mils
Application
Name
Name
Density
Reports, Z
Rate per
Wet
Dry Film
Vertical
Overhead
Film
(square
feet)3
Demilec
Sealection 500
0.5 pcf
ESR-1172
4
3
400
7.5
11.5
Gaco Western
Gaco Green
0.5 pcf
CCRR-1075;
4
3
400
11.25
11.25
052N
ESR-2478
General Coatings
• •
Ultra -Thane
2.0 pcf
ESR-3033
4
3
400
7.5
11.5
230
$enry •
; Perwz LV
0.5 pcf
ESR-3646
4
3
400
11.5
11.5
• • •
• 0••••
Icyneye, Inc.
• d4syc•Plus
0.7 pcf
ESR-1826
4
3
400
8
14
k ene• 4.
... 9,VSic
0.5 pcf
ESR-1826
4
3
400
5.5
11.25
•
• Cia•siosMax
0.5 pcf
ESR-1826
4
3
400
5.5
11.25
Icy;pne, IrW.
•Sele:t
j
Io:m en•,4M
• Re6eal
2.0 pcf
ESR-3500
4
3
400
8
14
Icynene, Inc
ProSeal LE
2.0 pcf
ESR-3500
4
3
400
8
14
JM Corbondm
Johns Manville
Perfolmrance
2.0 pcf
ER-146
4
3
400
7.5
11.5
Insulation
LaPolla
FL500
0.5 pcf
ESR-2847
4
3
400
5.5
11.5
NCFI
Sealite
0.5 pcf
ESR-1154
4
3
400
12
14
Natural Polymers,
Natural-
1.9 pcf
ER-527
4
3
400
7.5
11.5
LLC
Therm Zero
Patriot
200
2.0 pcf
ESR-4065
4
3
400
8
14
Patriot
500
0.5 pcf
ESR-4064
4
3
400
5.5
11.25
Patriot
500 HY
0.5 pcf
ESR-4064
4
3
400
5.5
11.25
Rhino Linings
ThermoGuard
0.5 pcf
ESR-2100
4
3
400
8
12
SES Foam, LLC
SES 0.5
0.5 pcf
ER-492
4
3
400
9.5
11.5
Sustainable Polymer
.50 OC HY
0.5 pcf
ER-514
4
3
400
7.5
11.5
Products
Sustainable Polymer
Products
2 lb. CC
2.0 pcf
ER-511
4
3
400
7.5
11.5
Page 10 of 11
V
Originally Issued: 06/29/2017
Revised: 10/27/2017 Valid Through: 06/30/2018
Application of DC315
Maximum Thickness
of Spray Foam
Minimum Installed
Theoretical
Manufacturers
Product
Product
Evaluation
(inches)
Name
Name
Density
Reports, 2
Thickness mils
Application
Rate per
Wet
Gallon
Film
Dry Film
(square
Vertical
Overhead
feet)3
Sustainable Polymer
Products
.50 lb OCX
0.5 pcf
ER-512
4
3
400
7.5
11.5
SWD
QS 108
0.5 pcf
CCRR-1051
4
3
400
8
12
•
For SI: 1 mil = 0.0254 mm, 1 inch = 25.4 mm, 1 pcf =16.02 kg/m' • • ""' 060000
• • • •
Notes: • • • • • • •
1. Approval of DC315 for use with any insulation product listed herein is conditional upon that insulation products' lt1r1' D&ftroval ibr us8 *ith DC315.0 • • • •
Users must independently verify the current validity of any evaluation report referenced herein. 906060 • • •
2. ER— Evaluation Reports from IAPMO Uniform Evaluation Service 0000 0000
• •
CCRR — Code Compliance Research Reports from Intertek. • 0000 • • 0000 • 00000
ESR —Evaluation Service Reports from ICC-ES. 000000 000 • • • • • • • •
3. Theoretical coating application rates are based strictly on minimum wet film thickness requirements and shall be jWtVWPfor sit-specifrl j4ditions • • • • • •
such as foam plastic surface texture, overspray loss, container and other residues, application technique and endvgrffit#Vonditions. • • •
• • • • ••••••
• • • • •
Page 11 of 11
DIVISION: 09 00 00—FINISHES
SECTION: 09 96 43—FIRE-RETARDANT COATINGS
......
. .. ..
.... ....
"" ••" REPORT HOLDER:
. ... ......
..
0*0000
INTERNATIONAL FIREPROOF TECHNOLOGY INC. / PAINT TO PROTECT INC.
*:900. .
... . ..
00
17528 VON KARMAN AVENUE
IRVINE, CALIFORNIA 92614
EVALUATION SUBJECT:
DC 315 COATING
ICC ICC . a ICC
)�g) S
PMG C LISTED
Look for the trusted marks of Conformityl E
"2014 Recipient of Prestigious Western States Seismic Policy Council iln
(WSSPQ Award in Excellence" A Subsidiary of �ONE o� r
ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not /�'ate
specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a (\" �
recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as
1XMK 1705 0
to any finding or other matter in this report, or as to any product covered by the report. v. W1'd C �'m. F ty .,.«„
Copyright 0 2017 ICC Evaluation Service, LLC. All rights reserved.
IMES Evaluation Report ESR-3702
Reissued February 2017
Revised October 2017
This report is subject to renewal February 2019.
www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the /ntemational Code Council®
DIVISION: 09 00 00—FINISHES
Section: 09 96 43—Fire-Retardant Coatings
REPORT HOLDER:
INTERNATIONAL FIREPROOF TECHNOLOGY INC. /
PAINT TO PROTECT INC.
17528 VON KARMAN AVENUE
IRVINE, CALIFORNIA 92614
(949) 975-8588
www.painftoprotect.com
M (fta i ntto p rotect. com
EVALUATION SUBJECT:
DC 315 COATING
1.0 EVALUATION SCOPE
Compliance with the following codes:
■ 2015, 2012, 2009 and 2006 Intemational Building
Codee (IBC)
■ 2015, 2012, 2009 and 2006 International Residential
Codee (IRC)
Property evaluated:
■ Application without a prescriptive thermal barrier
■ Physical properties
2.0 USES
DC 315 is a liquid -applied coating intended for application
over the surface of spray -applied foam plastic insulation
recognized in an IMES evaluation report as complying
with IMES Acceptance Criteria for Spray -applied Foam
Plastic Insulation (AC377). The coated assembly may be
left exposed to the interior of the building without the
application of a code -prescribed thermal barrier when
installed as described in this report.
3.0 DESCRIPTION
DC 315 is a single -component, water -based, liquid -applied
intumescent coating. The coating is supplied in 5-gallon
(19 L) pails and 55-gallon (208 L) drums, and has a shelf
life of one (1) year when stored in factory -sealed
containers at temperatures between 50° and 80°F (10 and
27°C).
DC 315 Primer is a liquid -applied primer, manufactured
by International Fireproof Technology, Inc. / Paint to
Protect, and is supplied in 1- and 5-gallon (3.8 and 18.9 L)
pails, and has a shelf life of 2 years when stored in factory -
sealed containers at temperatures between 50" and 80°F
(10 and 27°C).
DTM Bonding Primer is a waterborne, acrylic emulsion,
bonding primer manufactured by Sherwin-Williams. The
primer is supplied in 1- and 5-gallon (3.8 and 18.9 L)
containers, and has a shelf life of three (3)•Xears when
stored in factory -sealed containers at Temperatures
between 50" and 100°F (10 and':J1VC) ; .. .
4.0 DESIGN AND INSTALLATION• • • • • • • •
4.1 Installation —General. • • • • • • •
.... •...
DC 315 must be applied 1rz..¢cordance. *W0 the
manufacturer's published appli"ipp jgstructigps and this
report. A copy of the instructionlogs1be availabl8.1 the
job site at all times.
DC 315 must be mechanicallymixedQrior to-appl'�ation.
The coating is applied to the. required thicFness using
spray equipment, a brush or a rdlIpjlialing a rp9dium•nap.
Surfaces to be coated must be inspected in acctg*nce
with the manufacturer's published installation instructions
and must be dry, clean, and free of dirt, loose debris and
other substances that could interfere with the adhesion of
the coating. The coating must not be applied when the
ambient or surface temperature is below 50"F (10°C) or
above 90"F (32° C) and relative humidity of not more than
65%. The manufacturer must be consulted for specific
application conditions.
The DC 315 coating may be applied over spray -applied
foam plastic insulation without covering the coated
assembly with the thermal barrier prescribed in IBC
Section 2603.4 and IRC Section R316.4 (2006 IRC Section
R314.4).
The DC 315 primer and DTM Bonding Primer, when
used as part of the assemblies listed in Table 1, must be
installed in accordance with the manufacturer's published
installation instructions.
5.0 CONDITIONS OF USE
The DC 315 coating described in this report complies with,
or is a suitable alternative to what is specified in, those
codes listed in Section 1.0 of this report, subject to the
following conditions:
5.1 Application must comply with this report, the
manufacturer's published installation instructions, and
the applicable code. A copy of the installation
instructions must be on the job site during application
ICC-ES Evaluation Reports are not to he construed as representing aesthedas or any other attributes not specifically addressed, nor are they to he construed
as an endorsement ofthe suhject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as
to any finding or other matter in this report, or as to anv product covered by the report.
Copyright 0 2017 ICC Evaluation Service, LLC. All rights reserved. Pagel 06
ESR-3702 I Most Widely Accepted and Trusted Page ;,of 6
of the coating. In the event of a conflict, this report
and the code govern.
5.2 The application of additional interior finishes over the
DC 315 coating is limited to interior/exterior satin latex
paint applied at an average wet film thickness of
8.0 mils (0.20 mm). The use of this interior finish in
conjunction with the vapor retardant coating in Item
5.3 is outside the scope of this report.
5.3 Application of a vapor retardant coating with the DC
315 coating is limited to use of moisture vapor barrier
interior/exterior coating consisting of 30% silicone
alkyd having a VOC (less exempt solvents) of no
more than 340 g/L (2.8 lb/gal) and a volume solids
content of 62% applied at a maximum average wet
film thickness of 8 mils (0.20 mm). The use of this
vapor retardant coating in conjunction with the interior
finish in Item 5.2 is outside the scope of this report.
5.4 Recognition in this report is for the specific
assemblies and spray -applied foam plastic insulations
Nscrled in .Table 1. The spray -applied foam
plastioinsulalorf "tt be installed in accordance with
'W rQquirerrIprts.,pVt forth in the specific ICC-ES
evaluation r2Rert noted. For spray -applied foam
insulation that: not covered in an ICC-ES evaluation
• reporit the evaluation is limited as noted in Table 1,
�'ool'note 3. ""
5.5 The coating is manufactured in Taoyuan, Taiwan and
Irvine, California, under a quality control program with
inspections by ICC-ES.
6.0 EVIDENCE SUBMITTED
Reports of testing in accordance with the ICC-ES
Acceptance Criteria for Fire -Protective Coatings Applied to
Spray -applied Foam Plastic Insulation Installed without a
Code -prescribed Thermal Barrier (AC456), dated October
2015, including room comer fire testing in accordance with
NFPA 286.
7.0 IDENTIFICATION
All containers of DC 315 coating must be labeled with the
manufacturer's name (International Fireproof Technology
Inc. / Paint to Protect Inc.) 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-3702).
The spray -applied foam plastic insulations must be
labeled in accordance with the applicable evaluation report
(see Table 1).
. ••• •....•
•• .. ..
. .. •.TMLE 1—USE OF INSULATION WITHOUT A PRESCRIPTIVE THERMAL BARRIER
1 7WN TYPE
• MAXIMUM
MAXIMUM
DC 315 COATING
MINIMUM
TEST METHOD
• 000
THICKNESS (in.)
THICKNESS (in.)
MINIMUM THICKNESS'
THEORETICAL
• • • • . •
(Vertical
(Overhead
(Applied to all Foam
APPLICATION
;.'
Surfaces)
Surfaces)
Surfaces)
RATE OF
COATING'
Accella Polyurethane
Systems Ecobay
7 /4
7114
12 mils DFT
1.12 gal / 100 ft z
18 mils WFT
(See ESR-3076)
Accella Polyurethane
Systems Bayseal OC
10
11 /z
14 mils DFT
1.37 gal / 100 ft
(See ESR-1655)
22 mils WFT
Accella Polyurethane
Systems Bayseal CC
7 /4
71/4
12 mils DFT
1.12 gal / 100 ftz
(See ESR-3999)
18 mils WFT
NFPA 286
Accella Polyurethane
Systems Bayseal CCX
7 /4
,
7 /4
12 mils DFT
1.12 gal / 100 ft z
(See ESR-2072)
18 mils WFT
Accella Polyurethane
Systems Bayseal CCX
7 /z
9 /2
13 mils DFT
1.25 gal / 100 ft'
(See ESR-2072)
20 mils WFT
Accella Polyurethane
Systems Bayseal CC HFO
7 /4
7 /4
12 mils DFT
1.12 gal / 100 ft z
(See Note 3)
18 mils WFT
Accella Polyurethane
Systems Bayseal CC
6
6
12 mils DFT
1.12 gal / 100 ft'
UL 1715
(See ESR-3999)
18 mils WFT
Accella Polyurethane
Systems Bayseal CCX (Next
7112
g1/2
13 mils DFT
1.25 gal / 100 ft'
Generation)
20 mils WFT
(See Note 3)
Accella Polyurethane
Systems Premium
8
12
13 mils DFT
1.25 gal / 100 ft'
Foamsulate 50 N-IB OC
20 mils WFT
(See Note 3)
NFPA 286
Accella Polyurethane
Systems Premium
7,/z
111/z
12 mils DFT
1.12 gal / 100 ft'
Foamsulate 220 OC
18 mils WFT
(See Note 3)
Accella Quadrant NatureSeal
700 OCX
1
8 /z
1
13 /z
12 mils DFT
1.12 gal / 100 ft z
(See Note 3)
18 mils T
(Continued)
'ESR-3702 I Most Widely Accepted and Trusted Page 3 of 6
INSULATION TYPE
MAXIMUM
MAXIMUM
DC 315 COATING
MINIMUM
TEST METHOD
THICKNESS (in.)
THICKNESS (in.)
MINIMUM THICKNESS'
THEORETICAL
(Vertical
(Overhead
(Applied to all Foam
APPLICATION
Surfaces)
Surfaces)
Surfaces)
RATE OF
COATING'
Quadrant Technologies
12 mils DFT
NexGen 2.0
8
10
1,12 gal / 100 ft2
(See Note 3)
18 mils WFT
Quadrant Technologies
QuadFoam 2.0
71/2
11'/2
18 mils
gal / 100 ft2
(See Note 3)
WFT1.12
Barnhardt Manufactuing Co.
dba NCFI Polyurethanes
81/,
101/4
12 mils DFT
1.12 al / 100 ft2
Insulbloc
18 mils WFT
g
(See ESR-1615)
Barnhardt Manufacturing Co.
12 mils DFT
dba NCFI Semite OCX
10
14
18 mils WFT
1.12 gal 1100 ft2
(See ESR-3826)
BASF Enertite NM
7'/z
14'/2
12 mils DFT
1.12 gal / 100 ft2
(See ESR-3102)
18 mils WFT
BASF Spraytite 158
51/2
71/2
13 mils DFT
1.25 gal / 100 ft2
(See ESR-2642)
20 mils WFT
• • • • • •
•
BASF Spraytite 81205
1
5 /2
1
7 /2
13 mils DFT
1.25 gel / 100 ft2
(See ESR-2642)
20 mils WFT
: • • • •
DC 315 primer
3mils DFT /4mils WFT
••••••
0.25 gal / 1 ;0 ft2
• ••
BASF Spraytite 178
2
71/ 2
&
090600
•
251/
(See ESR-2642)
DC 315
2
1.0 gal }00'F�
• • • •
11 mils DFT / 16 mils
WFT
•
••••
• •
••••
••• •
DC315primer
••••••
3 mils DFT / 4 mils WFT
0.25 gJi i 1 Wft2
• • •
BASF Spraytite 81206
12
5/
7/
2 1
So*@ -go
•
(See ESR-2642)
DC 315
1.0 gat/ 105 fti
11 mils DFT / 16 mils
: • • • : •
WFT
• •
•
• • • •
DC 315 primer
• • •
3 mils DFT / 4 mils WFT
0.25 gal / 100 ft2
NFPA*A6
BASF Walltite US
1
5 h
71 /2
&
(See ESR-2642)
DC 315
1.0 gal& 100 ft2
11 mils DFT / 16 mils
WFT
DC 315 primer
3 mils DFT / 4 mils WFT
0.25 gal / 100 ft2
BASF Walltite USN
51 /2
71 /z
$,
8
(See ESR-2642)
DC 315
1.0gal /100ft2
11 mils DFT / 16 mils
WFT
DC 315 primer
3 mils DFT / 4 mils WFT
0.25 al / 100 ft2
g
BASF Walltite HP+
1
5 /2
1
7 /2
8
(See ESR-2642)
DC 315
1.0 gal 100 ft2
11 mils DFT / 16 mils
WFT
BASF Spraytite SP
5'/z
71/2
13 mils DFT
1.25 al / 100 ft2
g
(See ESR-2642)
20 mils WFT
CertainTeed
CertaSpray CC
51/2
91/2
14 mils DFT
1.40 gal / 100 ft2
(See ESR.3758)
22 mils WFT
CertainTeed
CertaSpray X OC
51/4
14
13 mils DFT
1.25 gal / 100 ft2
(See ESR-3759)
20 mils DFT
DC 315 primer
Chemical Brothers
3 mils DFT / 4 mils WFT
0.25 gal / 100 ft2
Quadfoam 500 OC
8
12
8
(See ESR-3458)
DC 315
11 mils DFT / 16 mils
1.0 gal 100 ft2
WFf
DAP Foam, Inc
Touch N' Seal Class i
31/2
31/2
13 mils DFT
1.25 gal / 100 ft2
(See ESR-3052)
20 mils WFT
(Continued)
ESR-3702 I Most Widely Accepted and Trusted Page 4.of 6
INSULATION TYPE
MAXIMUM
MAXIMUM
DC 315 COATING
MINIMUM
TEST METHOD
THICKNESS (in.)
THICKNESS (in.)
MINIMUM THICKNESS'
THEORETICAL
(Vertical
(Overhead
(Applied to all Foam
APPLICATION
Surfaces)
Surfaces)
Surfaces)
RATE OF
COATING=
DAP Foam, Inc
Touch N' Seal Professional
31/2
31/2
13 mils DFT
1.25 gal / 100 ft2
Class 1
20 mils WFT
(See ESR-3052)
Demilec Agribalance
71/2
11'/2
12 mils DFT
1.25 gal / 100 ft2
(See ESR-2600)
18 mils WFT
Demilec APX
8
10
13 mils DFT
1.25 gal / 100 ft2
(See ESR-3470)
20 mils WFT
Demilec Heatlok Soy 200+
71/2
102
12 mils DFT
1.125 gal 1100 ft2
(See ESR-3210)
18 mils WFT
Demilec HFO
71/2
11'/2
12 mils DFT
1.125 gal / 100 ft2
(See ESR-4076)
18 mils WFT
Demilec Sealection 500
7%
102
12 mils DFT
1.125 gal / 100 ft2
(See ESR-1172)
18 mils WFT
Demilec XT-s
7,/2
11'/2
12 mils DFT
1.125 gal / 100 ft2
Lee ESR-3824)
18 mils WFT
DemileeXT-w • •
71/2
102
12 mils DFT
1.125 gal / 100 ft2
•
(See E&R-3883) .
•
18 mils WFT
• •
• •
DC 315 primer
:
• .
Dow Styrofoam CM2t14'�
..
1
1
3 mils DFT 14 mils WFT
&
0.25 gal / 100 ft2
j3�15�2-2670) • • •
• • 9 /2
9 /2
DC 315
1.12 gal/ 100 ft2
• • • • • .
•
12 mils DFT / 18 mils
•
WFT
EI�dl;hem Insulthdhe • •
• 7'/4
71/4
12 mils DFT
1.125 gal / 100 ft2
ESR-3541)
18 mils WFT
EnergyOne Amedee •
• : •FaQ4500 •
•
• 11'/2
11'/2
12 mils DFT
1.125 gal / 100 ft2
(See ELR-3375) •
•
18 mils WFT
GaWWestem • •
• •1850 CC
71 /2
71 /2
12 mils DFT
1.12 gal / 100 ft2
(See Note 3)
18 mils WFT
NFPA 286
Gaco Western
GacoFireStop2 F5001 OC
18
18
12 mils DFT
18 mils WFT
1.12 gal / 100 ft2
(See Note 3)
Gaco Western
GacoProMax F5002 OC
18
18
12 mils DFT
1.12 gal / 100 ft2
18 mils WFT
(See Note 3)
General Coatings Ultrathane
050
8
10
13 mils DFT
1.25 gal / 100 ft2
(See Note 3)
20 mils WFT
DTM Bonding Primer
General Coatings Ultrathane
3 mils DFT / 4 mils WFT0.25
&
gal / 100 ft2
230
(See Note 3)
51/2
71/2
C 31518
&
1.12 gal / 100 ft2
12 mils mils
WFT
Guardian Energy
Technologies
31/2
31/2
13 mils DFT
1.25 gal / 100 ft2
Foam it Green
20 mils WFT
(See Note 3)
ICP Adhesives Handi-Foam
E84 Class 1(A)
3 /2
31/2
13 mils DFT
1.25 gal / 100 ft2
(See ESR-2717)
20 mils WFT
Henry Permax 2.OX
71/4
91/4
12 mils DFT
1.125 gal / 100 ft2
(See ESR-3647)
18 mils WFT
Henry Permax 2.OX Fast
7 1/4
914
12 mils DFT
1.125 gal / 100 ftz
(See ESR-3647)
18 mils WFT
Henry Permax 1.8
11'/4
11'/4
14 mils DFT
1.31 gal / 100 ft2
(See Note 3)
21 mils WFT
Henry Permax 0.5
11'/2
11'/2
12 mils DFT
1.12 gal / 100 fie
(See Note 3)
18 mils WFT
Icynene Classic, Classic
Max & Classic Max Select
6
14
13 mils DFT
1.25 gal / 100 ft2
(See ESR-1826)
20 mils WFT
Icynene Classic Plus
61/2
102
13 mils DFT
1.25 gal / 100 ft2
(See ESR-1826)
20 mils WFT
(Continued)
"ESR-3702 I Most Widely Accepted and Trusted Page 5 of 6
INSULATION TYPE
MAXIMUM
MAXIMUM
DC 315 COATING
MINIMUM
TEST METHOD
THICKNESS (in.)
THICKNESS (in.)
MINIMUM THICKNESS'
THEORETICAL
(Vertical
(Overhead
(Applied to all Foam
APPLICATION
Surfaces)
Surfaces)
Surfaces)
RATE OF
COATING'
Icynene MD-C-200
6
10
13 mils DFT
1.25 gal / 100 ft2
(See ESR-3199)
22 mils WFT
Icynene Proseal
8
14
16 mils DFT
1.5 gal / 100 fe
(See ESR-3500)
24 mils WFT
Icynene Proseal LE
8
14
16 mils DFT
1.5 gal / 100 ft2
(See ESR-3500)
24 mils WFT
JM Corbond oc
71/2
111/2
12 mils DFT
1.125 gal / 100 ft2(See
ESR-3776)
18 mils WFT
JM Corbond III
71/2
11,/2
12 mils
1.12 gal / 100 '
ft2
(See Note 3)
18 mils WFT
JM Corbond MCS
71/4
914
14 mils DFT
1.37 gal / 100 ft2
(See ESR-3159)
22 mils WFT
LaPolla Foam-Lok FL 500
5'/4
111/4
13 mils DFT
1.25 gal / 100 ft2
(See ESR-2847)
20 mils WFT
LaPolla Foam-Lok FLX 500
51/4
11'/4
13 mils DFT
1.25 gal / 100 ft2
(See Note 3)
20 mils WFT
: • • • • G
LaPolla Foam-Lok FL 2000
7'/2
g'/2
12 mils DFT
1 12 gel / 104ft2
(See ESR-2629)
18 mils WFT
• •
• • •
LaPolla Foam-Lok FL 2000
12 mils DFT
• • •
(Solstice)
8
12
1.12 gal 0�O.OiI�
• • •
(See Note 3)
18 mils WFT
• • • • • •
•
••••
f
• • f
Natural Polymers Natural-
Therm 0.5
11 /4
11 /4
14milsDFT
Goof
1.31 gal fly i 1%0
(See ESR-3136)
21 mils WFT
• G
• • •
• 1
• •
Natural Polymers Nu -Seal 0.5
8
10
14 mils DFT
1.25 g� 1,
(See ESR-3136)
20 mils WFT
4t�
•
:
Natural Polymers Natural-
Therm 2.0 W
11 /4
,
11 /4
14 mils DFT
009900
1.31 gat/ 100 fl�
(See ESR-3136)
21 mils WFT
• • •: •
Natural Polymers Nu -Seal 2.0
14 mils DFT
• • +•t
f o • f
W
11'/4
11'/4
1.31 gal % 100 ft`
• •
(See ESR-3136)
21 mils WFT
• •
NFPA 286
Natural Polymers Natural-
Therm HFO
7 /4
,
11 /4
12 mils DFT
1.12 gal / 100 ft 2
(See Note 3)
18 mils WFT
Oak Ridge Foam & Coatings
13 mils DFT
ORFF 0.5# OC
8
12
1.12 gal 1100 ft2
(See Note 3)
20 mils DFT
Oak Ridge Foam & Coatings
ORFF 2# OC
7 /2
,
11 /2
12 mils DFT
2
1.12 gal / 100 ft
(See Note 3)
18 mils WFT
Patriot Spray Foam
Patriot 500 & 500 HY
6
14
13 mils DFT
1.25 gal / 100 ft2
(See ESR-4064)
20 mils WFT
Patriot Spray Foam
Patriot 200
8
14
1 mils
gal 1100 ft2
(See ESR-4065)
22 WFT
Patriot1.37
Patriot Spray Foam
Patriot 200 ECO
8
14
16 mils DFT
1.12 gal / 100 ft2
(See ESR-4063)
24 mils WFT
Premium Spray Products
Foamsulate 50 OC
8
12
13 mils DFT
1.12 gal / 100 ft2
(See ESR-3081)
20 mils WFT
Premium Spray Products
Foamsulate 210 CC
8
12
13 mils DFT
1.12 gal / 100 ft2
(See ESR-3081)
20 mils WFT
ProFoam Corporation
Profoam Proseal
51/2
51/2
14 mils DFT
1.12 gal / 100 ft2
(See ESR-3835)
21 mils WFT
8
DC 315 primer
Quadrant Technologies
9
3 mils DFT / 4 mils WFT
0.25 gal / 100 ft2
QuadFoam 500 OC
12
&
&
(See ESR-3458)
DC 315
1.0 gal / 100 ft2
11 mils DFT / 16 mils
WFT
(continued)
ESR-3702 I Most Widely Accepted and Trusted Page of 6
INSULATION TYPE
MAXIMUM
MAXIMUM
DC 315 COATING
MINIMUM
TEST METHOD
THICKNESS (in.)
THICKNESS (in.)
MINIMUM THICKNESS'
THEORETICAL
(Vertical
(Overhead
(Applied to all Foam
APPLICATION
Surfaces)
Surfaces)
Surfaces)
RATE OF
COATING'
Rhino Linings
ThermalGuard OC.5
7 /Z
102
12 mils DFT
1.12 gal / 100 ft'
(See ESR-2100)
18 mils WFT
Rhino Linings
ThermalGuard CC2
8
10
12 mils DFT
z
1.12 gal / 100 ft
(See ESR-2100)
18 mils WFT
SES Foam Sucraseal 0.5
9'/z
11'/z
12 mils DFT
1.12 gal / 100 ft'
(See ESR-3375)
18 mils WFT
SES Foam Sucraseal 0.5
11'/z
11'/z
12 mils DFT
1.12 gal / 100 ftz
(See ESR-3375)
18 mils WFT
SES Foam 2.0
81/4
10'/4
12 mils DFT
1.12 gal / 100 ft'
(See Note 3)
18 mils WFT
SES Foam 2.0 LE
8'/4
1014
12 mils DFT
1.12 gal / 100 ftz
(See Note 3)
18 mils WFT
SES Foam Nexseal 2.0
8'/4
10'/4
12 mils DFT
1.12 gal / 100 ftz
.':$ to 3)
18 mils WFT
SES Foam NLxseal 204L�
81/4
101/4
12 mils DFT
1.12 gal / 100 ft'
•(Sees to 3) • •
18 mils WFT
Spray L+gtiipment & Coe*V&
Spray EZ 500 OCa
a•
8
12
13 mils DFT
1.25 gal / 100 ft z
•
Note 3)
20 mils WFT
Sprat Fe nt & Coetinx
Spray EZ 2000 CC•
•
7'/z
11+/z
12 mils DFT
1.12 gal / 100 ft'
8M te3) •00•
•
18 mils WFT
NFPA 286
Spr'hy Foam Polymei6•
FlarwGuard 500 Qf...
is
• 8
12
mils DFT
1.25 gal / 100 ftz
. (See Vote 3) • •
•
200 mils WFT
41%t F8* Polyme
ThermoSeal 2100 CF.
• 8
12
13 mils DFT
1.25 gal / 100 ft'
(S*81MR-3225j •
20 mils WFT
DC 315 primer
Sustainable Polymer
3 mils DFT / 4 mils WFT &
0.25 gal / 100 ft z
Products 0.5 OC
(See Note 3)
8
12
DC 315
&
1.0 gal / 100 ft'
11 mils DFT / 16 mils
WFT
SWD Urethane QuikShield
108
8
14
12 mils DFT
1.12 gal / 100 ft z
(See Note 3)
18 mils WFT
Urethane Technologies
Company UTC 7040-0.5
5 /2
,
14 /4
14 mils DFT
1.3 gal / 100 ft z
(See ESR-3244)
20 mils WFT
Urethane Technologies
Company UTC 7041-0.5
5 /z
s
14 /4
14 mils DFT
z
1.3 gal / 100 ft
(See ESR-3244)
20 mils WFT
Volatile Free
VFI-716 OC
8
12
13
mail �
1.25 gal / 100 ftz
(See Note 3)
20
Volatile Free
VFI-714 CC
7 /y
102
12 mils DFT
1.12 gal / 100 ftz
(See Note 3)
18 mils WFT
For SI: 1 inch = 25.4 mm; 1 mil = 0.0254 mm; 1 gallon = 3.38 L; 1 flz = 0.93 m'.
Notes:
'DFT = Dry Film Thickness; WFT = Wet Film Thickness
zAs reported in the manufacturer's application instructions. Actual application rate, based upon specific project conditions, must be in accordance with the
manufacturer's application instructions.
'Recognition is limited to the NFPA 286 test data for the coated assembly described. Evaluation for compliance of the spray foam insulation with other applicable
requirements of AC377 and the IBC and IRC are outside the scope of the report.
I -
17q --- 15q =�
Design of Concrete Beams
ACI 318-11 (Strength Design)
Florida Building Code 5th Edition (2014)
Project: Property Hounds LLC Residence
420 NE gist Steel
Miami Shores, FL
Date: 12/OO/17
Designer. Stephen H Brandt
1 anti Innut
Concrete Beams Page 1 of 6
Input
wall Balcony
Sloped Patio
wind Floor
Roof Roof
Wall
Wall
Wall
Beam Spans (Ln)
Beam
Tributary Tributary
Tributary Tributary
Height
Width
Weight
Span 1 Span 2 Span 3
Width Width
Width Width
h1
b
If ff
ft ff
ff
in
Pcf
ff ff R
•
patio rear
0.00 0.00
5.50 0.00
0.00
0.00
75
22
patio
0.00 0.00
22.00 0.00
0.00
0.00
75
11
living rm
0.00 0.00
2.00 0.00
0.00
0.00
75
16.2
bed slider
0.00 0.00
15.50 0.00
0.00
0.00
75
9.2 •
ohd
0.00 0.00
5.50 0.00
0.00
0.00
75
16.2 0
garage
0.00 0.00
12.67 0.00
0.00
0.00
75
5.2 •
m shower
0.00 0.00
26.17 0.00
0.00
0.00
75
3 • •
in toilet
0.00 0.00
26.17 0.00
0.00
0.00
75
2 • •
m bath
0.00 0.00
26.17 0.00
0.00
0.00
75
5.2
`,,,,mb4d
O.O(L _0,00
21.88 0.00
Q.DQ
0.99
8.2 •
•
Concrete Beam Sizes and Reinforcin • •
Input
Beam Beam
Beam Reinforcement
Stirrups • •
Beam
Width Height
Top
Middle
Bottom
s•
bw h
# of Bars Bar Size
# of Bare Bar Size
# of Bare Bar Size
Bar Size Spac4ng
In in
ins
bed 3
••
patio rear
12 18
3 5
2 5
3 5
3 9
patio
12 18
3 5
2 5
3 5
3 9
living rm
8 16
2 5
2 5
bed 2 slider
8 16
2 5
2 5
3 6
ohd
a 16
2 5
2 5
3 6
garage
8 16
2 5
2 5
in shower
8 16
2 5
2 5
3 6
m toilet
8 16
2 5
2 5
m bath
8 16
2 5
2 5
3 6
m bed
-.8_ 16
2. 5
2 5
3 6
Input
Calculate
Len End
Right End
Number
Number of
Minimum
Minimum
Deflection
Beam
Continuous
Continuous
of Spans
Continuous
Height
Heightfor
Vd =
Check
Ends
criteria
No Daft
Ln/H
Needed
6
Check
Y/N
YM
Table9.5(a)
in
YIN
In
bed 3
1
2
1121.0
3.4 "
5
N
y y
patio rear
y
y
1
2
1121.0
12.6 "
15
N
0.0
patio
y
y
1
2
1121.0
6.3 "
7
N
0.0
living rm
y
y
1
2
1121.0
9.3"
12
N
0.0
bed 2 slider
y
y
1
2
1121.0
5.3 "
7
N
0.0
ohd
y
y
1
2
1121.0
9.3 "
12
N
0.0
garage
y
y
1
2
V21.0
3.0 "
4
N
0.0
m shower
y
y
1
2
1121.0
1.7 "
2
N
0.0
m toilet
y
y
1
2
V21.0
1.1 "
2
N
0.0
m bath
y
y
1
2
V21.0
3.0 "
4
N
0.0
m bed
1
2
V21.0
4.7 "
6
N
•
•
•
•
• •
gist Street StructCaks.xls 12/6/2017
Concrete Beams Page 2 of 6
Lookup
wall wall Balcony Balcony Sloped Sloped Patio Patio
Roof
Beam +
Beam
wind
wind
Floor
Floor
Roof
Roof
Roof
Roof
Wind
Wall
Dead
Live
Dead
Live
Dead
Live
Dead
Live
Load
Dead
DL
LL
DL
LL
DL
LL
DL
LL
Wpos
DL
s/
psf
psf
psf
DO
PSf
DO
psf
Of
Ib& f
bed 3
45
0
0
0
34
40
37
40
40
133
patio rear
45
0
0
0
34
40
37
40
40
225
patio
45
0
0
0
34
40
37
40
40
225
living rm
45
0
0
0
34
40
37
40
40
133
bed 2 slider
45
0
0
0
34
40
37
40
40
133
ohd
45
0
0
0
34
40
37
40
40
133
garage
45
0
0
0
34
40
37
40
40
133
m shower
45
0
0
0
34
40
37
40
40
133
m toilet
45
0
0
0
34
40
37
40
40
133
m bath
45
0
0
0
34
40
37
40
40
133
m bed
45
0
0
0
34
40
37
40
40
133
**so**
Calculate
•
Tqtln. 3otal
Total
Total
Beam• •
Dead • • Live
Roof Live
Wind
• • a
Lgao• • • 4-oad
Load
Load
• •
DL • LL
Lr
W
•
lb" • • • ♦bsAt
IbsRf
IbsAt
••••
••••
91M. •
0100000
800
800
patio rear
412 0
220
220
• phis • •
9�1 • • • 0
880
880
GA rm
251r • • • 0
80
80
bed 2 slider
6¢Q 0
620
620
Ad
• • • •
0
220
220
.Ora $ �
A4 • 0
507
507
m shower•
102$ • 0
1047
1047
mtoilet
10230 • 0
1047
1047
ern kaaw •
1623 • • 0
1047
1047
•ra bed
877 0
875
875
Beam
Combo 1
1.4 DL
s/
Combo 2 Combo 3a Combo 3b Combo 4 Combo 5
1.2DL+LOLL 1.2DL+1.BLr 1.2DL+1.6Lr 1.2DL+1.OW 1.2DL+.5LL
+.SLr +.5LL +.5W +.5LL+.5Lr
psf PSf PSf PSf PSf
Combo 6
.9DL+W
PSf
Combo 7
.9DL
PSf
bed 3
1139
1376
2256
2656
2176
976
1532
732
patio rear
577
604
846
956
824
494
591
371
patio
1362
1608
2576
3016
2488
1168
1756
876
living rm
282
282
370
410
362
242
261
181
bed 2 slider
924
1102
1784
2094
1722
792
1214
594
ohd
448
494
736
846
714
384
508
288
garage
790
930
1487
1741
1437
677
1014
508
m shower
1432
1751
2902
3425
2797
1228
1967
921
m toilet
1432
1751
2902
3425
2797
1228
1967
921
m bath
1432
1751
2902
3425
2797
1228
1967
921
m bed
1228
1490
2453
2890
2365
1053
1664
789
91st Street Struct Caksxls 1202017
r
' Concrete Beams Page 3 of 6
Pu
Pu
Beam
Max
Min
Ib&ft
IbsRt
bed 3
2656
732
patio rear
956
371
patio
3016
876
living rm
410
181
bed 2 slider
2094
594
ohd
846
288
garage
1741
508
m shower
3425
921
m toilet
3425
921
m bath
3425
921
m bed
2890
789
Bar
Dia.
In
Area
W2
3
0.375
0.11
4
0.500
0.20
5
0.625
0.31
6
0.750
0.44
7
0.875
0.60
6
1.000
0.79
9
1.128
1.00
10
1.270
1.27
Calculate
Shear
Torsion
Vu
Tu
Beam
Span 1
Span 2
Span 3
Span 1
Span 2
Span 3
Ibs
Ibs
Ibs
Ibs-ft
Ibs-ft
Ibs-ft
bed 3
7968
0
0
0
0
0
patio rear
10520
0
0
0
0
0
patio
16586
0
0
0
0
0
living rm
3318
0
0
0
0
0
bed 2 slider
9634
0
0
0
0
0
ohd
6856
0
0
0
0
0
garage
4526
0
0
0
0
0
m shower
5138
0
0
0
0
0
m toilet
3425
0
0
0
0
0
m bath
8906
0
0
0
0
0
m bed
11849
0
0
0
0
0
Calculate Load Effect (Mu,Vu,Tu) for beams using heaviest load (pu max)
••••••
• ••
••••••
•
••••••
••••
••••
• •
••••
••••
•••••
•• ••
••
••••••
•
• •
• •
• • • • • •
•••ee•
• •
Calculate
Moment
M-
Moment
M+
Shear
Torsion
Span 1
Span 2
Span 3
max
Span 1
Span 2
Span 3
max
Vu
Tu
Beam
max
max
Ibs-ft
Ibs-ft
Ibs-ft
Ibs-ft
Ibs-ft
Ibs-ft
Ibs-ft
Ibs-ft
Ibs
Ibs-ft
bed 3
7968
0
0
7968
11952
0
0
11952
7968
0
patio rear
38575
0
0
38575
57862
0
0
57862
10520
0
patio
30407
0
0
30407
45611
0
0
45611
16586
0
living rm
8958
0
0
8958
13437
0
0
13437
3318
0
bed 2 slider
14773
0
0
14773
22159
0
0
22159
9634
0
ohd
18511
0
0
18511
27766
0
0
27766
6856
0
garage
3922
0
0
3922
5883
0
0
5883
4526
0
m shower
2569
0
0
2569
3854
0
0
3854
5138
0
m toilet
1142
0
0
1142
1713
0
0
1713
3425
0
m bath
7719
0
0
7719
11578
0
0
11578
8906
0
m bed
16194
0
0
16194
24290
0
0
24290
11849
0
91stStreet StructCaksxls 12I612017
Design Single Reinforced Concrete Beams
Definitions:
fc= psi
fyl = 6000HW psi
fyv = 600' psi
Es=L900D0001psi
Ec = 3122019
p1 = 0.85
OV
Ot =
nit= n
0 = 0.785398
Flexural Design
concrete compressive strength in 28 days
steel yeild strength longitudinal steel
steel yeild strength stirrups
modulus elasticity of reinforcing steel
modulus elasticity of concrete 57,000'sgrt(fc)
Shear Strength Reduction Factor (9.3.2.3)
Torsion Strength Reduction Factor (9.3.2.3)
Concrete Beams Page 4 of 6
Beam
Design To - Negative Steel
Beam Beam Area of Beam Reinforcing Depth of Couple Extreme
Tension
Width Height
Top
Effective
steel
Stress
Arm
Tensile
Check
Strength
Reinf Steel
Depth
Minimum
Block
Length
Strain
Reduction
bw h
Ast
d
As,min
a
c
Et
EV-0.004
(9.3.2.1)
in in
si
in
si
in
in
m
jd i e
8 16
0.62
13.81
0.37
1.82
2.15
0.016
OK
0.900
patio rear
120 018
0.93
15.81
0.63
1.82
2.15
0.019
OK
0.900
gptio • •
1: *..*18
0.93
15.81
0.63
1.82
2.15
0.019
OK
0.900
IMinQ Irrl •
8 16
0.62
13.81
0.37
1.82
2.15
0.016
OK
0.900
bed ICIL;
I? •: • e •16
0.62
13.81
0.37
1.82
2.15
0.016
OK
0.900
ohd
1/ e • • • at
0.62
13.81
0.37
1.82
2.15
0.016
OK
0.900
gvwe
8 • • • • 16
0.62
13.81
0.37
1.82
2.15
0.016
OK
0.900
mshower•
6 016
0.62
13.81
0.37
1.82
2.15
0.016
OK
0.900
mutate
8 • • • • 16
0.62
13.81
0.37
1.82
2.15
0.016
OK
0.900
an be** •
lb • • • • •16
0.62
13.81
0.37
1.82
2.15
0.016
OK
0.900
hb%d
is • • e • •16
0.62
13.81
0.37
1.82
2.15
0.016
OK
0.900
Top-neaative Steel
Maxif•hunk Moment Check
Check
:39WR � �
Mordent `Capacity
As
• •
Mu
(VMn
min
Mu<4)Mn
ki ft
Ad ft
bed 3
7.97
35.99
OK
OK
patio rear
38.57
62.36
OK
OK
patio
30.41
62.36
OK
OK
living rm
8.96
35.99
OK
OK
bed 2 slider
14.77
35.99
OK
OK
ohd
18.51
35.99
OK
OK
garage
3.92
35.99
OK
OK
m shower
2.57
35.99
OK
OK
m toilet
1.14
35.99
OK
OK
m bath
7.72
35.99
OK
OK
m bed
16.19
35.99
OK
OK
Beam
Width
bw
in
Height
h
in
Bottom
Reinf Steel
As
inA2
Effective
Depth
d
in
Steel
minimum
As,min
inA2
Stress
Block
a
in
Arm
Length
c
in
Tensile
Strain
Et
Check
Eb=0.004
Strength
Reduction
(9.3.2.1)
m
bed 3
8
16
0.62
13.81
0.37
1.82
2.15
0.016
OK
0.900
patio rear
12
18
0.93
15.81
0.83
1.82
2.15
0.019
OK
0.900
patio
12
18
0.93
15.81
0.63
1.82
2.15
0.019
OK
0.900
living rm
8
16
0.62
13.81
0.37
1.82
2.15
0.016
OK
0.900
bed 2 slider
8
16
0.62
13.81
0.37
1.82
2.15
0.016
OK
0.900
ohd
8
16
0.62
13.81
0.37
1.82
2.15
0.016
OK
0.900
garage
8
16
0.62
13.81
0.37
1.82
2.15
0.016
OK
0.900
m shower
8
16
0.62
13.81
0.37
1.82
2.15
0.016
OK
0.900
m toilet
8
16
0.62
13.81
0.37
1.82
2.15
0.018
OK
0.900
m bath
8
16
0.62
13.81
0.37
1.82
2.15
0.016
OK
0.900
m bed
8
16
0.62
13.81
0.37
1.82
2.15
0.016
OK
0.900
91 sl Street Sbuct Caks.xls 1216I2017
r
r Concrete Beams Page 5 of 6
Bottom -Positive Steel
Maximum Moment Check
Check
Beam
Moment
Capacity
As
Mu
mMn
min
Mu<mMn
kr ft
idfr
bed 3
11.95
35.99
OK
OK
patio rear
57.86
62.36
OK
OK
patio
45.61
62.36
OK
OK
living rm
U."
35.99
OK
OK
bed 2 slider
22.16
35.99
OK
OK
ohd
27.77
35.99
OK
OK
garage
5.88
35.99
OK
OK
m shower
3.65
35.99
OK
OK
m toilet
1.71
35.99
OK
OK
m bath
11.58
35.99
OK
OK
m bed
24.29
35.99
OK
OK
Shear Design
Beam Concrete Check Maximum Area Steel
Effective
Maximum
Maximum
Shear
Stirrups
Stirrup
Shear
Shear
ChiFk
Beam
Depth
Shear
Moment
Capacity
Rsq'd
Spacing
Steel
Capacity
•
pw
d
Vu
Mu
mVc
Vu<.SmVc
d12
Avis
OVs
Vu<41*F
in
Ibs
Ibs-ff
Ibs
in
000
bed 3
0.005611
13.81
7968
7968
9787
stirrups
8.0
0.0367
22791
As 0
patio rear
0.004901
15.81
10520
38575
15437
stirrups
9.0
0.02"
17394
0 • s
patio
0.004901
15.81
16586
30407
16063
stirrups
9.0
0.0244
17394
OC •
living rm
0.005811
13.81
3318
8958
9120
no stirrups
8.0
0.0000
0
OK
bed 2 slider
0.005811
13.81
9634
14773
9497
stirrups
8.0
0.0367
22791
0,V
ohd
0.005611
13.81
6856
18511
9120
stirrups
8.0
0.0367
22791
OK*
garage
0.005811
13.81
4526
3922
9787
no stirrups
8.0
0.0000
0
CVq •
m shower
0.005611
13.81
5138
2569
9787
stirrups
8.0
0.0367
22791
OK
m toilet
0.005811
13.81
3425
1142
9787
no stirrups
8.0
0.0000
0
A
m bath
0.005611
13.81
8908
7719
9787
stirrups
8.0
0.0367
22791
O,rKt,
m bed
0.005611
13.81
11849
16194
9604
stirrups
8.0
0.0367
22791
�+rr •
Torsion
Design
Beam Perimeter Area
Beam
Beam
Effective
atCL
Enclosed
Beam
Outside
Maximum
Concrete
Torsional
Beam
Width
Height
Depth
of Torsion
at CL
Area
Perimeter
Shear
Shear
Load
Stirrup
of Stirrups
of Beam
Capacity
bw
h
d
ph
Aoh
Acp
pcp
Vu
Vc
Tu
in
in
in
in
si
Si
in
Ibs
Ibs-R
bed 3
8
16
13.81
36.5
67.26563
128
48
7968
13049
0
patio rear
12
18
15.81
48.5
138.0156
216
60
10520
20582
0
patio
12
18
15.81
48.5
138.0156
216
60
16586
21418
0
living rm
8
16
13.81
0
0
128
48
3318
12160
0
bed 2 slider
8
16
13.81
36.5
67.26563
128
48
9634
12663
0
ohd
8
16
13.81
36.5
67.26563
128
48
6856
12160
0
garage
8
16
13.81
0
0
128
48
4526
13049
0
m shower
8
16
13.81
36.5
67.26563
128
48
5138
13049
0
m toilet
8
16
13.81
0
0
128
48
3425
13049
0
m bath
8
16
13.81
36.5
67.26563
128
48
8906
13049
0
m bed
8
16
13.81
36.5
67.26563
128
48
11849
12805
0
•
••••
•••••
•
•
•
•
• •
•
••••••
•
gist Street Struct Calcs.xls 1216/2017
i
Check
Minimum
Torsional
Beam
Beam
Threshold
Section
Torsional
Check
LovMWInd
As
Check
Steel
Length of
Torsion
Check
Capacity
Twsbn
Middle
Middle
Spacing
Torsional
st"!
Steel
Steel
Max
Relnf
Check
cPTn
Tu<OTn
AI min
s
1
Ibs-if
inA2
inA2
in
ff
bed 3
OK
OK
7881.67
OK
0.67
0
OK
6.9
1.16
patio rear
OK
OK
10753.72
OK
0.59
0.62
OK
7.9
2.93
patio
OK
OK
10753.72
OK
0.59
0.62
OK
7.9
2.84
living rm
OK
OK
0
OK
0.00
0
OK
6.9
0.00
bed 2 slider
OK
OK
7861.67
OK
0.67
0
OK
6.9
2.33
ohd
OK
OK
7861.67
OK
0.67
0
OK
6.9
2.71
garage
OK
OK
0
OK
0.00
0
OK
6.9
0.00
m shower
OK
OK
7861.67
OK
0.67
0
OK
6.9
0.07
m toilet
OK
OK
0
OK
0.00
0
OK
6.9
0.00
m bath
OK
OK
7861.67
OK
0.67
0
OK
8.9
1.17
m bed
OK
OK
7861.67
OK
0.67
0
OK
6.9
2.44
'
•
Sum
BeNn OP ' • Reinforcin Steel Desi tion cr
B�r� •
Sizes • . Long.
Long. Long.
Stirrups
Elevation
• •
bhe • a • Top
Middle Bottom
Req'd?
L Top
. • • •
in
lis•
•
patio fear
12" )6V i • • 14#5
245 345
#3 @ 9"
2'-11"
pedo
12" ju,18% b.#5
245 345
#r3 @ 9"
2'-10"
Ilya �r i
8" x16" 245
245
not req'd
bedd slider•
8" x 1i' 24"
245
93 @ 6"
2'- 3"
ohd
8" x'6'4 M
• •
245
#3 @ 6"
2'-8"
• •
savage
6" x 16" 245
245
not req'd
mellower
8" x 16" 245
245
#3 @ 6"
0'-0"
m toilet
8" x 16" 245
245
not req'd
m bath
W. x 16" 245
245
#3 @ 6"
1'- 2"
m bed
8" x 16" 245
245
#3 @ 6"
2'- 5"
Concrete Beams Page 6 of 6
91stStreet StructComxls 1216/2017
_ ti
M!'AMI•Department of Regulatory and Economic RResourcesDAQE
Impact Fee Receipt
Process Number: M2017018245-0 Batch:
Folio: 1132060190070 Site Address: 420 NE 91 ST
Fee Payer: MICHAEL RARES Collection Date: 11/16/2017
7021 NW 67 TH ST
PARKLAND, FL 33067
Fee Type Dist [Category Cat Category Description ?Units Fei
Id Code Sufix
AREA 1 i5002 e0o ;UNIT SIZE (SQ FT) 2,030.00;
a
Collection Number: 121509
........... I...........
Extended Deferral IDeferral
Amount Amount Admin
$0.92 � $1,863.54 �.
Tote 1: $1,863.54
- Deferred Amount",
+ Deferred Admin: ,
Total Amount Duet $1,863.54
Paid Check:
$0.00
Paid Cash:
$0.00
Paid Credit:
$1,863.54
Paid Convenience Fee:
$37.84
Total Paid :
$1,901.38
Report run on: November 16, 2017 03:03 PM Page 1 of 1
Water and Sewer
PO Box 330316 • 3071 SW 38 Avenue
MIAMI-D DE Miami, Florida 33233-0316
VERIFICATION FORM T 305-665-7471
•
VALID WITHOUT A PAID INVOICE AND EXPIRES ONE YEAR FROM THE DATE ON FORM
A18kt* -90v E8-C INV#: 41958 FORM #: 201766887 DATE:
NAME OF OWNER:
PROPERTY ADDRESS:
PROPOSED USAGE /
NO. OF UNITS:
REPLACES: PREVIOUS
USAGE / NO. OF UNITS:
PROPERTY LEGAL:
10/6/2017
PROPERTY HOUNDS LLC M2017018245
420 NE 91 ST
1,580 SFADDITION TO EXISTING 1,763 SF SFR PER PAPER PLANS
PER PTXA & CCB ACC#8429893200
EL PORTAL PB 9-101 E1/2 LOT 11 & W47.5FT LOT 10 BLK 1
FOLIO NUMBER: 11-3206-019-0070 GALLONS PER DAY INCREASE: 100
PROPOSED FLOW: 320 PREVIOUS SQUARE FOOTAGE: F 1,763 W-1 NEW CONSTRUCTION
PREVIOUS FLOW: 220 PROPOSED SQUARE FOOTAGE: 3,343 0 INTERIOR RENOVATION
ADOPTED FLOW: I 0� ❑ CRITICAL HABITAT SEWER ONLY
THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) 3 INCH
WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT
PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES
BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A) SUBJECT TO PROHIBITIONS
OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR
WITHDRAWAL.
Barbara Endquez - New Business
BY: Representative
SI IVE AUTHORIZED BY
NEW BUSINESS COMMENTS
WCC=139.00 VF=30.00 WSC=90.00 TOTAL=$259.00 **PRESSURE TEST OK ON 3'
WATER MAIN ONLY 5/8 MTR INSTALL**
THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE A(N) _—_ INCH
GRAVITY SEWER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE
THE SUBJECT PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER
SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A).
SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS
OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENT'S SYSTEM MUST
BE OBTAINED FROM D.E.R.M. THE ANTICIPATED DAILY WATER AND/OR SEWAGE FLOW FOR THIS PROJECT WILL BE: ONE
HUNDRED [1001 GALLONS PER DAY INCREASE.
Barbara Enriquez - New Business
BY: Representative
S AT F REPRESENTATIVE AUTHORIZED BY
NEW BUSINESS COMMENTS:
Subject to RER terms & conditions set forth in Consent Decree (Case No.1:12-CV-24400-FAM)
or DOH Onsite Sewer Treatment & Disposal Rules & Statutes
THIS VERIFICATION LETTER CERTIFIES THE AVAILABILITY OF A WATER AND/OR SEWER MAIN ONLY, AND IT DOES NOT
GUARANTEE THE EXISTENCE OF A WATER SERVICE LINE OR OF A SEWER LATERAL WITH SUFFICIENT DEPTH TO SERVE THE
PROPERTY. FOR ADDITIONAL INFORMATION CALL 786-268-5360. SHOULD IT BECOME NECESSARY TO INSTALL SERVICE LINE
AND/OR A SEWER LATERAL WASD REQUIRES THAT THE DEVELOPER RETAINS SERVICES FROM DESIGNERS AND
CONTRACTORS WITH SKILL SETS FOR DESIGNING, BUILDING AND CONNECTING TO PUBLIC WATER AND SEWER SYSTEMS.
CONTACT NAME: MICHAEL RARES Printed On: 11/14/2017 NB: Barbara Enriouez
CONTACT PHONE: (954) 520-2268 1:28:18 PM PR:
AUTHORIZED BY: ///�
•
MIAMI•DAD
Carlos A. Gimenez, Mayor
November 16, 2017
Property Hounds LLC
7021 Northwest 67th Court,
Pompano Beach, Florida 33067
Department of Regulatory and Economic Resources
Environmental ReNOUrces Management
701 NVV 1st Court, 6th Floor
Miami, Florida 33136-3912
T 305-372-6567 F 305-372-6407
miamidade.gov
RE: Tree Permit Application #8631 for the property located at 420 Northeast 91'i Street, Miami Shores,
Florida 33138. (Folio # 11-3206-019-0070).
Dear Applicant:
The Tree Permitting Program is in receipt of Tree Permit Application #8631 for the removal of multiple
non -specimen trees within the above referenced parcel. A site inspection revealed that the trees
requested for removal are trees within the yard of an existing single family residence and are not
specimen size. Specimen trees are defined as a tree with any individual trunk having a diameter at
breast height (DBH) of eighteen (18) inches or greater.
Within a yard of an existing single family residence a permit is only required for specimen trees within
the property and all trees within the right-of-way or common area.
Taking the above into consideration, a Miami -Dade County Tree Removal Permit will not be required for
the subject trees.
Please be advised that other regulated tree species were observed on site. If at a later date you wish
to remove these trees, they may require a Miami -Dade County Tree Removal Permit.
If you have any questions concerning the above information, please contact me at (305) 372-6445 or via
email at Leslie.Agudelo@miamidade.gov.
Sincerely,
Z--
Leslie Agudelo, Biologist
Tree Permitting Program
DERM
L 1't
ELEVATION CERTIFICATE
BUILDING PHOTOGRAPHS OMB No. 1660-0008
Continuation Page Expiration Date: November 30, 2011
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number:
420 NE 91st STREET job # 03-134-17 (AVI)
City State ZIP Code Company NAIC Number
MIAMI SHORES Florida 33138
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs
with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable,
photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8.
CY ..
a
Photo One
Photo One Caption HOUSE REAR VIEW
� 4
�ror:
Photo Two
Photo Two Caption TREES AT REAR
FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6