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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 Data filename: P:\PROJECTS\CASTAWAY SHOP RENOVATION\comcheck\castaway shop renovation B.cck Page 8 of 9 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 �t "F if 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 Hose: 3/3"diameter airless spray line forthe first 100'from pump an unconditioned spaces. and 1/4"x 3'whip Y P C`5 International Fireproof Technology Inc. Internationat Fireproof Technology,Inc. Office: 949-975-8588 The UGiw&ih Firwdp.varaeians and Fire Protea w coa8egs 17528 Von Karman Ave.Irvine.CA 92614 Web Site: www.painttoprotect,com _"� Email: ptp0painttoprotect.com 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'