CC-000716-2017 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development- Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: CC-000716-2017 Date Issued: Thursday, March 1, 2018
This is to certify that work requested to be done as shown by Permit Number CC-000716-2017
has been completed.
Tax Map Number: 240.5-1-26
Location: 2546 State Route 9L
Owner: J& D Marina LLC
Applicant: J & D Marina LLC
This structure may be occupied as a: Commerical Alterations 2326 s.f.
(insulation only of existing building) By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building& Codes (518)761-8256
BUILDING PERMIT
Permit Number: CC-000716-2017
Tax Map No: 240.5-1-26
Permission is hereby granted to: J&D Marina LLC
For property located at: 2546 State Route 9L
In the Town of Queensbury,to construct or place at the above location in accordance with application together
with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform
Building Codes and the Queensbury Zoning Ordinance
Type of Construction
Owner Name: J&D Marina LLC Factory-Industrial-Alteration $15,000.00
Owner Address: 2546 State Route 9L Total Value $15,000.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
J&D Marina LLC
2546 State Route 9L
Queensbury,NY 12804
Plans&Specifications
Commerical Alterations 2326 s.f.
(insulation only of existing building)
$75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Monday,November 19,2018
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the ex 'ration date.)
Dated at the Town o Queens 4Frid mber 17,2017
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
ADDITION/ALTERATION PERMIT Permit#:
APPLICATION Permit Fee:$
Town of Queensbury -
742 Bay Road,Queensbury,NY 12804 D CiFUnVCEJE1P:518-761-8256 www.gueensbury.net
Project Location: 2546 Route 9L 11 NOV 1 b 2017
Tax Map ID#: 240.5-1-26 ( � ' y ���k r RY
CONTACT INFORMATION:
• Applicant:
Name(s): AD Marina, LLC
Mailing Address, C/S/Z: 2546 Route 9L, Queensbury, NY 12804
Cell Phone: ( 18 ) 669-5259 Land Line: ( 518 ) 656-3636
Email: shop@castawaymarina.com
• Primary Owner(s):
Name(s): SAME
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
• Contractor(s):
Business Name: SAME
Contact Name(s):
Mailing Address, C/S/Z:
Cell Phone:�_) Land Line: � )
Email:
• Architect(s)/Engineer(s):
Business Name: Marchand Jones Architects
Contact Name(s): Stephen Jones
Mailing Address, C/S/Z: 12 Groseback Place, Delmar, NY 12054
Cell Phone: ( 518 ) 225-1564 Land Line: � )
Email: sjones-mja@verizon.net
Contact Person for Building & Code Compliance: Lonny Chase
Cell Phone: 518 ) 669-5259 Land Line: 518 ) 656-3636
Email: shop@castawaymanna.com
Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised February 2017
PROJECT INFORMATION:
TYPE: X Commercial Residential
WORK CLASS:
_Single-Family _Two-Family _Multi-Family(#of units )
Townhouse Business Office Retail
X Industrial/Warehouse _Garage (#of cars ) _Other(describe )
ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE:
1st floor: 1st floor: 2326
2nd floor: 2nd floor:
3rd floor: 3rd floor:
4t'floor: 4t"floor:
Total square feet: Total square feet: 2326
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction: $ 15,000.00
2. If Commercial project, what is the proposed use: Boat repair
3. Source of Heat (circle one): Gas Oil Propane Solar Other Waste Oil
Fireplaces need a separate Fuel Burning Appliances&Chimney Application l
4. Are there any structures not shown on the plot plan? YES NO Explain:
5. Are there any easements on the property? N/A YES NO
6. SITE INFORMATION:
a. What is the dimensions or acreage of the parcel? 3.99
b. Is this a corner lot? YES NO
c. Will the grade be changed as a result of the construction? YES NO
d. What is the water source? PUBLIC I PRIVATE WELL
e. Is the parcel on SEWER or a PRIVATE SEPTIC system? Private Septic
Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised February 2017
DECLARATION:
1. I acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be
completed within a 12 month period.
2. Ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to
fees and department approval.
3. 1 certify that the application, plans and supporting materials are a true and complete statement and/or
description of the work proposed, that all work will be performed in accordance with the NYS Building
Codes, local building laws and ordinances, and in conformance with local zoning regulations.
4. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate
of occupancy.
5. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all
newly constructed facilities prior to issuance of a certificate of occupancy.
I have read and agree to the above:
PRINT NAME: Lonny Chase
SIGNATURE: DATE:
("X-
Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised February 2017
INSPECTION WORKSHEET (BINS-001396-2018)
Town of Queensbury - Building and Codes - Fire Marshal
742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal
Case Number:CC-000716-2017Case Module:Permit
Inspection Date:02/28/2018Inspection Status:Passed
Inspector:John O'BrienInspection Type:Commercial Final Inspection
Job Address:2546 State Route 9LParcel Number:240.5-1-26
Queensbury, NY 12804
Contact TypeCompany NameName
Granted PermissionJ & D Marina LLC,
ContractorJ & D Marina LLC,
ArchitectMarchand Jones Architects,
Primary OwnerJ & D Marina LLC,
ApplicantJ & D Marina LLC,
Checklist ItemPassedComments
Chimney / B Vent / Direct Vent LocationYES
Chimney Rain Cap InstalledYES
Plumbing Vent Through Roof/Roof completeYES
Ext Finish /Grade Complete/6 in 10ft or EquivalentYES
Doors 36 inch wLever Hand Panic Hardware, if reqYES
Exits At Grade Or Platform 36 (w) x 44 (l)YES
Gas Shut-off Exposed & Regulator (18) Above GradeYES
Floor Bathroom Watertight Other Floors OkayYES
Gas Furnace Shut OffYES
Final Electrical / Flex Gas Piping BondedYES
Bldg Access All Sides 20ft Drivable SurfaceYES
OK to Issue C/OYES2/28/18 Final Inspection Approved-Ok to issue CO
Note: Truss ID Signage Installed
O'Brien, John (Inspector)
Feb 28, 2018Page (12)
COMcheck Software Version 4 N 4 E 0 W E (-1
Envelope Compliance �, e twiiqvp
TOWN OF OUEENSSURY
Project Information _ BUILDING&a CODES
Energy Code: 2015 IECC
Project Title: CASTAWAY MARINA SHOP RENOVATION
Location: Lake George, New York
Climate Zone: 6a
Project Type: Alteration
Vertical Glazing/Wall Area: 2%
Construction Site: Owner/Agent: Designer/Contractor:
2546 ROUTE 9L LONNIE CHASE STEPHEN JONES
QUEENSBURY, NY 12804 MARCHAND JONES ARCHITECTS
12 GROESBECK PLACE
DELMAR, NY 12054
Building Area Floor Area
1-Workshop: Nonresidential 2359
Envelope Assemblies
R-Value Proposed Max.Allowed
Post-Alteration Assembly Cavity Cont. U-Factor SHGC U-Factor SHGC
Roof 1:Other Roof,[Bldg.Use 1 -Workshop],Exemption: --- --- --- --- --- ---
Framing cavity not exposed.(a)
NORTH
Exterior Wall 1:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Workshop] 35.0 10.0 0.029 --- 0.051 ---
EAST
Exterior Wall 4:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Workshop] 35.0 0.0 0.050 --- 0.051 ---
Window 4:Vinyl/Fiberglass Frame:Fixed,Other,Fixed,Fixed, --- --- 0.250 0.400 0.360 0.400
[Bldg.Use 1 -Workshop]
Door 1:Insulated Metal,Swinging,[Bldg.Use 1 -Workshop] --- --- 0.100 --- 0.370 ---
Door 2:Insulated Metal,Non-Swinging,[Bldg.Use 1 -Workshop] --- --- 0.100 --- 0.100 ---
SOUTH
Exterior Wall 3:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Workshop] 35.0 0.0 0.050 --- 0.051 ---
Window 2:Vinyl/Fiberglass Frame:Fixed,Other,Fixed,Fixed, --- --- 0.250 0.400 0.360 0.400
[Bldg.Use 1 -Workshop]
WEST
Exterior Wall 2:Wood-Framed,16"o.c.,[Bldg.Use 1 -Workshop] 35.0 0.0 0.050 --- 0.051 ---
Window 3:Vinyl/Fiberglass Frame:Fixed,Other,Fixed,Fixed, --- --- 0.250 0.400 0.360 0.400
[Bldg.Use 1 -Workshop]
(a)'Other'components require supporting documentation for proposed U-factors.
(b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation.
240.5-1-26 CC-000716-2017
J & D Marina, LLC
2546 State Route 9L
Comm. Alt. (insulation only) 2326 s.f.
Project Title: CASTAWAY MARINA SHOP RENOVATION Report date: 10/11/17
Data filename: P:\PROJECTS\CASTAWAY SHOP RENOVATION\comcheck\castaway shop renovation B.cck Page 1 of 9
Envelope
Envelope Compliance Statement
Compliance Statement. The proposed envelope alteration project represented in this document is consistent with the building
plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been
designed to meet the 2015 IECC requirements in COMcheck Version 4.0.6.0 and to comply with any applicable mandatory
requirements listed in the Inspection Checklist.
Stephen Jones-Architect S7�TItUN JONES Nov 14, 2017
Name-Title Signature Date
RED
's
,UA
U1
'9T 075392
f OF NE`s
Project Title: CASTAWAY MARINA SHOP RENOVATION Report date: 10/11/17
Data filename: P:\PROJECTS\CASTAWAY SHOP RENOVATION\comcheck\castaway shop renovation B.cck Page 2 of 9
COMcheck Software Version 4.0.6.0
Inspection Checklist
Energy Code: 2015 IECC
Requirements: 0.0% were addressed directly in the COMcheck software
Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Section
# Plan Review Complies? Comments/Assumptions
& Re .ID
C103.2 Plans and/or specifications provide all i❑Complies
[PR1]1 information with which compliance ❑Does Not
can be determined for the building ❑Not Observable
envelope and document where
exceptions to the standard are ❑Not Applicable
claimed.
C402.4.1 The vertical fenestration area <= 30 ❑Complies
[PR10]1 percent of the gross above-grade wall :❑Does Not
area.
❑Not Observable
❑Not Applicable
C402.4.1 ;The skylight area <= 3 percent of the ;❑Complies
[PR11]1 ;gross roof area. ❑Does Not
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: CASTAWAY MARINA SHOP RENOVATION Report date: 10/11/17
Data filename: P:\PROJECTS\CASTAWAY SHOP RENOVATION\comcheck\castaway shop renovation B.cck Page 3 of 9
Section
# Footing/Foundation Inspection Complies? Comments/Assumptions
& Req.ID
C303.2.1 Exterior insulation protected against ❑Complies
[FO611 damage, sunlight, moisture, wind, ❑Does Not
landscaping and equipment
maintenance activities. ❑Not Observable
'❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: CASTAWAY MARINA SHOP RENOVATION Report date: 10/11/17
Data filename: P:\PROJECTS\CASTAWAY SHOP RENOVATION\comcheck\castaway shop renovation B.cck Page 4 of 9
Section
# Framing/Rough-In Inspection Complies? Comments/Assumptions
& Req.ID
C303.1.3 'Fenestration products rated in ❑Complies
[FR12]2 accordance with NFRC. ❑Does Not
❑Not Observable;
❑Not Applicable
C303.1.3 Fenestration products are certified as :❑Complies
[FR13]1 to performance labels or certificates []Does Not
provided.
❑Not Observable':-
❑Not Applicable
C402.4.3 `Vertical fenestration SHGC value. '❑Complies See the Envelope Assemblies table for values.
[FR10]1 ❑Does Not
[-]Not Observable'
❑Not Applicable
C402.4.3, Vertical fenestration U-Factor. ❑Complies ;See the Envelope Assemblies table for values.
C402.4.3. ❑Does Not
4
[FR8]1 ❑Not Observable
❑Not Applicable j
C402.4.4 :U-factor of opaque doors associated ❑Complies See the Envelope Assemblies table for values.
[FR14]2 with the building thermal envelope ❑Does Not
meets requirements.
❑Not Observable I
❑Not Applicable
C402.5.1 The building envelope contains a ❑Complies
[FR16]1 continuous air barrier that is sealed in ❑Does Not
'.an approved manner and either
constructed or tested in an approved !❑Not Observable'
manner.Air barrier penetrations are ❑Not Applicable
sealed in an approved manner.
C402.5.2, Factory-built fenestration and doors ❑Complies
C402.5.4 are labeled as meeting air leakage []Does Not
[FR18]3 requirements.
❑Not Observable
❑Not Applicable
C402.5.7 ;Vestibules are installed on all building !❑Complies
[FR17]3 entrances. Doors have self-closing ❑Does Not
devices.
❑Not Observable'
❑Not Applicable
Additional Comments/Assumptions:
111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: CASTAWAY MARINA SHOP RENOVATION Report date: 10/11/17
Data filename: P:\PROJECTS\CASTAWAY SHOP RENOVATION\comcheck\castaway shop renovation B.cck Page 5 of 9
r
Section
# Mechanical Rough-In Inspection Complies? Comments/Assumptions
& Re .ID
C402.5.5, Stair and elevator shaft vents have ❑Complies
C403.2.4. motorized dampers that automatically ❑Does Not
3 close.
[ME3]3 ❑Not Observable'
❑Not Applicable
C402.5.5, ;'Outdoor air and exhaust systems have ❑Complies
C403.2.4. motorized dampers that automatically ❑Does Not
3 shut when not in use and meet
[ME58]3 maximum leakage rates.Check ❑Not Observable'
gravity dampers where allowed. ❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: CASTAWAY MARINA SHOP RENOVATION Report date: 10/11/17
Data filename: P:\PROJECTS\CASTAWAY SHOP RENOVATION\comcheck\castaway shop renovation B.cck Page 6 of 9
Section
# Insulation Inspection Complies? Comments/Assumptions
& Req.ID
C303.1 Roof insulation installed per ❑Complies
[IN3]1 manufacturer's instructions. Blown or ❑Does Not
;poured loose-fill insulation is installed
only where the roof slope is<=3 in ;❑Not Observable
12. ❑Not Applicable i
C303.1 Building envelope insulation is labeled ❑Complies
[IN10]2 with R-value or insulation certificate ❑Does Not
providing R-value and other relevant
data. ❑Not Observable
❑Not Applicable
C303.2 ;Above-grade wall insulation installed ;❑Complies
[IN7]1 per manufacturer's instructions. ❑Does Not
❑Not Observable
❑Not Applicable
C303.2.1 Exterior insulation is protected from ❑Complies
[IN14]2 damage with a protective material. ❑Does Not
Verification for exposed foundation
insulation may need to occur during ❑Not Observable
Foundation Inspection, ❑Not Applicable
C402.1.3 Non-swinging opaque doors have R- I❑Complies
[IN19]3 4.75 insulation. []Does Not
❑Not Observable
❑Not Applicable
C402.2.1 :Insulation intended to meet the roof ❑Complies
[IN17]3 insulation requirements cannot be ❑Does Not
installed on top of a suspended
ceiling. Mark this requirement ❑Not Observable
compliant if insulation is installed ❑Not Applicable
accordingly.
C402.2.3 'Above-grade wall insulation R-value. ❑Complies See the Envelope Assemblies table for values.
[IN6]1 ❑Does Not
❑Not Observable'
❑Not Applicable
C402.2.6 Radiant panels and associated ❑Complies
[IN18]3 components, designed for heat I❑Does Not
transfer from the panel surfaces to the
occupants or indoor space are [-]Not Observable
insulated with a minimum of R-3.5. `❑Not Applicable
C402.4.2 !Roof R-value. For some ceiling ❑Complies See the Envelope Assemblies table for values.
2 systems, verification may need to ❑Does Not
[IN2]1 occur during Framing Inspection.
❑Not Observable'
❑Not Applicable
C402.5.1. All sources of air leakage in the ❑Complies
1 building thermal envelope are sealed, ❑Does Not
[IN1]1 caulked, gasketed,weather stripped
or wrapped with moisture vapor- ❑Not Observable'
permeable wrapping material to ❑Not Applicable
minimize air leakage.
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: CASTAWAY MARINA SHOP RENOVATION Report date: 10/11/17
Data filename: P:\PROJECTS\CASTAWAY SHOP RENOVATION\comcheck\castaway shop renovation B.cck Page 7 of 9
Section
-F-
# Final Inspection Complies? Comments/Assumptions
& Re .ID
C402.5.3 Where open combustion air ducts ❑Complies
[FI51]3 provide combustion air to open ❑Does Not
!combustion fuel burning appliances,
the appliances and combustion air ❑Not Observable
opening are located outside the '❑Not Applicable
building thermal envelope or enclosed
in a room, isolated from inside the
!thermal envelope. Such rooms are
sealed and insulated.
C402.5.6 Weatherseals installed on all loading ❑Complies
[F137]1 dock cargo doors. ❑Does Not
❑Not Observable
❑Not Applicable
C402.5.8 :Recessed luminaires in thermal ❑Complies
[F[26]3 envelope to limit infiltration and be IC ❑Does Not
rated and labeled. Seal between
interior finish and luminaire housing. ❑Not Observable
i❑Not Applicable i
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: CASTAWAY MARINA SHOP RENOVATION Report date: 10/11/17
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Project Title: CASTAWAY MARINA SHOP RENOVATION Report date: 10/11/17
Data filename: P:\PROJECTS\CASTAWAY SHOP RENOVATION\comcheck\castaway shop renovation B.cck Page 9 of 9
A
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DC315 Intumescent Coafi' ng
Description
DC315is an intumescent coating for Spray Potyurethane Foam(SPF)and
provides an alternative 15 or 20 minute thermal barrier.Tested and com-
pliant
om pliant in the USA by ICC-ES,AND Canada by CCMC,DC315 is the most ..
tested and approved alternative thermal barrier on the market today!
To be approved as an Alternative Barrier System,DC 315 is applied over a
manufacturer's SPF and tested to the criteria of NFPA 166.UL 1715 or ISO-
CAN/ULC 9705 for duration of 15.20 minutes by an accredited fire testing
facility.DC 315 has also been tested as an ignition barrier under AC 377 Ap-
pendix X.DC315 is fully AC456 Compliant and satisfies the International
Building Code(IBC)International Residential Code(IRC)National Building
Cade of Canada(NBCCI and many other International model building codes. ,,,°tom '
Finish Flat
Color Ice Grey
V.O.C. 47g/L
Solids By Volume 67%
Specific Gravity 1.30+/-0.05 glcc Specifications
Drying Time @77°F&501/6 R.H.—To touch 1—2
hours,to recoat if required 2 to 4 hours Finish: Flat
Flash Point None Color: Ice Gray,White and Dark Grey
Reducing or Cleaning Water are special order
Shelf Life 1 year from date of manufacture in V.O.C.: (47 g/l)
unopened containers and stored at 10°C
to 27°C(50°F to ao°F) Volume Solids: 67%
5 Gal.Container Weight 58 lbs. Drying Time (d 77°F&50%RH To touch
OC315 Tested Solutions for Spray Polyurethane Foam 1-2 hours to recoat 2 to 4 hours
•More full scale Thermal and Ignition Barrier tests than any other product Type of Cure: Coalescence
in the world Flash Point: None
•DC 315-3rd.party inspected for Ouatity Control:Warnock Hersey Intertek
WIN 20947 Reducer/Cleaner: Water
• Tested useful life, fire resistant property is not compromised after Shelf life: 1 year(unopened)
50 years Packaging: 5&55 gallon containers
•Tup coat for color,weather&moisture protection,tested,via NFPA 266
full scale testing Shipping weight: 5 gallon pail-58 lbs.55 gallon
•ANSI 51 testing for incidental food contact drum-640 lbs.
•Passed CAL 1350-qualify DC 315 as a low-emitting material in the Col- Application: Brush,roller,conventional and
laborative for High Performance Schools rating system(CHPS Designed airless spray
&CHPS Verified) Performance: 50+ ears HOAC tested
•Passed strict EPA—V,O.C.and AOMD air emission requirements[for all 50+y
ears
states)
•3rd Party tested'Single Coat Coverage-up to 24 Mils WFT,on ceilings
and watts,reducing labor costs equating higher profits
•Meets Life Safety Code 101
•Meets LEEO's point
tC - .�
- 0.
intertek rntertek
OC 315 is the most tested and approved product in the world for use as an
"Alternative Thermal Barrier Coating System"over Spray Polyurethane PSI: 3300
Foam(SPF).
GPM: 1.35
Visit us at our website wvAv.painttoprotect.com to obtain a current matrix Tip: 517-523 or equivalent.
of at[the manufacturer's foams DC 315 has been tested and approved as Filter: Removal from the machine and gun is required
Thermal or Ignition barriers in compliance with current IBC codes. Hose: 3/8"diameter airless spray line for the first 100'from pump
and 1/4"x 3'whip
If a coating has not passed a full scale test on a manufacturer's
foam it cannot be used on that foam;there are no exceptions in the PSL31J10
IBC Code! GPM: 2.2
International Building Code Fire Performance Requirements for Tip: 517-529 or equivalent
SPF:The International Building Code(IBC)mandates that SPF be separated Filter: Removal from the machine and gun is required
from the interior of the building by a 15-minute thermal barrier,or other Hose: 1/2"diameter aidessspray line for the first 100'30D'from
approved covering.OC 315 passed certified NFPA 286 and UL 1715 test over oumo and 1/4"x 3'whin
a variety of open and closed cell spray applied urethane foams that were ,. .,
conducted by IAS certified testing facilities.All tests performed comply with PSI: 4000
the requirements of 2009 IBC Section 803.1.2,and Section 2603.9;2012 IBC
Section 603.1.2 and Section 7603.10 under"Special Approvals for Thermal GPM: 4.0
Barriers over Foam Plastics". Tip: 517-529 or equivalent.
Finer: Removal from the machine and gun is required
Alternative Ignition Barrier Assemblies DC 315 meets the requirements Hose: 1/2"diameter airless spray line for the first 100'-300'from
for ignition barrier per AC 377,Appendix X. pump and 1/4"x 3'whip
National Building Code of Canada Alternative Thermal Barrier As- Testing
semblies(e.g.Exposed SPF or SPF with a Thermal Barrier Protective Cover-
ing)DC315 prevents flashover for 10 minutes for Combustible Construction ASTM E84-Flame Spread 0 Smoke 10
or 20 minutes for Non-Combustible construction when tested to the CAN/ CAN/ULC S102 FSR 23 SDC 145-
ULC 9705 Standard.Ensure application thickness is applied according to (tested as a system over SPF)
building type. UL 1715,NFPA 186-over 140 test passed
Application Equipment CAN/ULC S 101.25 minutes as a system over SPF
DC 315 can be applied by brush,roller or airless sprayer.For maximum CAN/ULC 970510 and 20 minute assembly testing
yield and coverage spray application is recommended.
WH Listed-Spec ID 32890
1110n. M End Use Applications:DC315 is for interior use
PSI: 3000
as a thermal or ignition barrier coating to protect
GPM: 1.1
SPF.Contact IFTI for instruction for using DC315
Tip: 517-523 or equivalent, in other applications such as,but not limited to,
Filter: Removal from the machine and gun Is required cold storage,parking garages,high humidity,or
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and 1/4"x 3'whip Y P
C`5
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DENTE GROUP
A Terracon Company
❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238
SITE OBSERVATION REPORT
PROJECT: J & D Marina REPORT NO: JB175212-11-30-17
CLIENT: J & D Marina, LLC DATE: 11-30-17
CONTRACTOR: Not provided PROJECT NO: JB175212
A representative of our subconsultant, Applus RTD, was at the above referenced project site on this date to
observe structural steel framing. See the attached report for additional information.
BY: Joseph Robichaud, Jr., P.E.
Arplus" Ma
STRUCTURAL STEEL INSPECTION REPORT
INSPECTION REPORT SUMMARY
Customer: Evergreen Testing Date:11/30/2017
Address: 594 Broadway Job #: 07.006680/016
Watervliet, NY Contractor:
Attention: Joe Robichaud
GC/POC:Lonny Chase
Job Location:2585 State Rt 9L Queensbury
Inspection Method(s):
X VT ❑ MT ❑ PT F-1 UT RT
❑ Dimensional ❑ Torque ❑ Other
Checks Verification
Inspection Details /Observations:
Inspection Of: Structural Steel Framing
Acceptance Codes: AWS D1.1/ AWS D1.3/ AISC Manual of Steel Construction/ Project Documents
Weather Conditions: clear
Ambient Air Temp.: 41 OF
Rod Oven In Use: n/a
Comments: S1 per items 4and7
Mr./Ms. Carl Schoder , representing T of Queensbury , was informed of the results of this
inspection prior to departure from the site.
Examiner:
Inspected By:James Shanahan Date: ( I 1,V
Level or AWS/CWI #:17054451
VT 02-2 NDE Form
Rev.0 wK' I?tftt -.Ema�:contr---yffalo a�7 pplusrtd.cnm Page 1 of
Applus" liusl
STRUCTURAL STEEL INSPECTION REPORT
STRUCTURAL STEEL - SPECIAL INSPECTION REPORT
Customer: Evergreen Testing Date:11/30/2017
Job Location: Castaway Marina Job #: 07.006680/016
BoltedSurface
X Yes ❑No ® As Is ❑ Semi Machined ❑ Machined
Connections: Condition:
Welded �, Additional
Connections: j' s NO Conditions: _
Procedure Requirements Yes I No Comments
Cleaning Performed ❑
Supplemental Lighting Used ® ❑ Flashlight
Qualified with Line Cards ❑ ® N/A
Access Within 24"and 300 ® ❑
Visual Aids (mirror, magnified,etc.) ❑
Dimension Aids (scale, micrometer,etc.) ® ❑ Fillet gage
Inspection Items:
Item Description Required Performed Reject Corrected In-Compliance
No. Frequency On This Date Resolved
Fabricator Review
1. Review of fabricators detailed written procedural I ❑ n ❑ ❑
and quali control manuals.
2. Verify that the fabricator is registered and approved I ❑ ❑ 1 ❑
to perform such work without special inspection.
3. Verify that the fabricator is qualified to perform the 1 ❑ ❑ ❑ ❑
scope of work.
Material Review
4. Verify the high strength bolts, nuts, and washers to P X ❑ ❑ X
the manufactures material certificates.
5. Verify the use of proper bolts, nuts,and washers- P ❑ ❑ ❑ ❑
conformance of markings to the ASTMSpecification.
6. Verify the structural steel to the manufactures P ❑ ❑ ❑ ❑
material certificates.
7. Verify the use of proper structural steel— P ❑ ❑ ❑ ❑
conformance of markings to the ASTMSpecification.
8. Verify the weld filler metals to the manufactures P ❑ n ❑ ❑
material certificates.
9. Verify the use of proper weld filler metals— P ❑ ❑ ❑ ❑
conformance of markings to the AWS Specification.
Bolting and Fastening Connections
10. Monitor the placement of the bearing high strength p ❑ ❑ ❑ ❑
bolted connections.
Monitor the placement of the slip critical or pre-tension high strength bolted connections.
a. Turn-of-nut with match marking P ❑ ❑ ❑
b. Direct tension indicators P ❑ ❑ ❑ ❑
11. c. Turn-of-nut without match marking C ❑ ❑ ❑ ❑
d. Calibrated wrench C ❑ ❑ ❑ ❑
e. Torque control P ❑ ❑ ❑
VT 02-2 NDE Form
Rev.0 ,�ww_Wglusrto.(, i, Email: E1Liusrtd.com Page 2 of$�
Arplus" - •
STRUCTURAL STEEL INSPECTION REPORT
Inspection Items(Continued):
Item
No. Description Required Performed Reject Corrected In-Compliance
Frequency On This Date Resolved
Boltin j and Fastening Connections Continued
Monitor the placement of fastener connections.
12. a. Deck fasteners _ P ❑ ❑ FI F-1
b. Light gauge metal framing fasteners P ❑ ❑ ❑
Welded Connections
13. Verify that the Welder Qualification Test Records I ❑ ❑ ❑
conform to the project requirements.
14. Verify that the Welding Procedure Specifications I ❑ ❑
conform to the project requirements.
15. Monitor structural steel complete and partial C ❑ ❑ ❑ ❑
penetration groove welding.
16. Monitor structural steel multi-pass filletwelding. C ❑ ❑ ❑
17. Monitor structural steel single-pass fillet welding > C ❑ ❑ ❑
5/16".
18. Monitor structural steel single-pass fillet welding 5 P ❑ ❑ ❑
5/16".
19. Monitor structural steel floor and roof deckwelding. P ❑ ❑ ❑ ❑
20. Verify the weldability of reinforcing steel other than P ❑ ❑ ❑ El
ASTM A 706 steel.
21. Monitoring the welding of shear reinforcement. C El []
22. Monitor the welding of reinforcement steel. P ❑ ❑
23. Verify the placement and welding of shear stud P
connectors.
24. Verify the placement and welding of sheet steel for ❑ ❑ ❑
cold-formed steel framing members such as studs P
and joists.
25. Verify the placement and welding of stair and railing P ❑ ❑ �] []
systems.
Details
26. Inspection of structural steel bracing. P X ❑ ❑ X
27. Inspection of structural steel stiffening. P X ❑ ❑ X
28. Verification of member locations. P ❑ ❑ ❑ ❑
29. Verify the application of joint details at each P ❑ ❑
connection.
30. Verification of column alignment. N/A ❑ ❑ ❑ ❑
Legend; I=Initial P= Periodic C=Continuous N/A= Not Applicable
VT 02-2 NDE Form
Rev.0 www,_,.__,,�p�lu�rt .cora Ern7N:contract.buffalotmaoalJsrtd.com Page 3 of 8'