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RC-000694-2016 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: RC-000694-2016Date Issued: Thursday, January 3, 2019 This is to certify that work requested to be done as shown by Permit Number RC-000694-2016 has been completed. 302.7-1-61 Tax Map Number: 20 WINDSOR DR Location: Kenneth Tucker Owner: Kenneth Tucker Applicant: This structure may be occupied as a: Residential Alterations 1271 total s.f. 1st floor--776 s.f. By Order of Town Board TOWN OF QUEENSBURY 2nd floor--495 s.f. 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 QL 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: RC-000694-2016 Tax Map No: 302.7-1-61 Permission is hereby granted to: Kenneth Tucker For property located at: 20 WINDSOR DR 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 Tvce of Construction Owner Name: Kenneth Tucker Single Family-Alteration $49,000.00 Owner Address: 92 1/2 Montcalm ST Total Value $49,000.00 Glens Falls,NY 12801 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications Residential Alterations 1271 total s.f. 1st floor--776 s.f. 2nd Floor-495 s.f. $190.65 PERMIT FEE PAID-TMS PERMIT EXPIRES: Wednesday,November 1,2017 (If a longer period is required,an application for an extensiop millst be made to the code Enforcement Officer of the Town of Queensbury before the expio4es*Qber e) Dated at the Town of eensbu 1,2016 SIGNED BY: "' for the Town of Queensbury. Director of Building&Code Enforcement PNINCIPAL STRUCTURE APPLICATION Office Use Only Date: Q Q'vZti — ZD/ Permit No. (LC— b Tax Map ID Permit Fee Itle,d• ie5 Zone Historic? _Yes No R=-Fee (u. I 1,�>E-, Subdivision Name Lot# Site Plan# Subdivision# Project Location d® A)w //sor' C71'I Je TOWN BD.RESOLUTION 86-2013: $850 recreation fee for new dwelling units—single family,duplexes/two-family, multiple family, apartments,condominiums,townhouses,and/or manufactured&modular homes, but not mobile homes. This is in addition to the permit fee(s). Primary Owner(s) Address / I Phone/Email Applicant !r4 Elf Address r Phone/Email t I Contractor �- Address Phone/Email I I Contact Person for Building& Codes Compliance: Phone TYPE OF CONSTRUCTION ✓Check all that apply New Addition Alteration I"floor sf 21 floor sf Total sf Height Single Family 7 6 Two-Family Multi-Family (#of units Townhouse Business Office UCl 1 "1 [Lia Retail-Mercantile Factory-Industrial Attached Garage (1, 2, 3, 4+) Other Town of Queensbury Building&Codes Principal Structure Application revised January 2016 If commercial or industrial please indicate name of business Proposed use of building or addition ,`,{J P d wc� Source of Heat(circle one) as Oil Propane Solar Other Fireplace: Complete a separate application for Fuel Burning Appliances &Chimneys 't//t. Are there structures not shown on plot plan? P Are there easements on the property? AlC) Site Information: a. Dimensions or age of lot 3 6 C Is this a corner lot? Yes No c. a ged as a result of construction _Yes _No d. Public water or Private well (circle one) ub iel Private e. Sewer or Private Septic System (circle one) ewer Private Value of all work to be performed (labor or materials) $ obo - So ao 0 DECLARATION. 1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I certify that the application, plans and supporting materials are a true and complete statement / 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. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. I 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: T L e DATE: SIGNATURE: DATE: O F -1 For office use only Operating Permit Issued: Yes _No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions Town of Queensbury Building&Codes Principal Structure Application Revised January 2016 HIM I c:r� NATURAL LIGHT.VENTILATION AND/EMERGENCY EGRESS CALCULATION SHEET Job Site Address: A0 "4/ Date: Owner: Application No.: Habitable Rooms Area of Room-Sq.Ft. Required light Actual light—sq.ft. Required ventilation Actual Ventilation sq.ft. Sq.Ft.opening for 8%of room 4%of room egress ? /! `/ , 7 LY P000 1 7s, 191, 00 Ali 6Y 7IQ'o 1 4k 8 `I ,60 2 /: 6 r- a dr 01 ria N!1} #1-i � a2 1 a . 1 ,5109 0 ? e 52 40 rmt, 35 / 0.50 D 2 913o /V/ff Cc 41 ' Town of Queensbury Building&Codes Principal Structure Application Revised January 2016 Window Schedule Calculation/Sheet Job Site Address: X20 Date: Owner: Application No.: 1 d Panss-ra=2 Ont 2^1 r3 t+5 �, , b-MIX-5 w� ; Ick t Window#or letter on plan Manuf.Name P F_ M 9,5I�Q Model/Type /71()c1-l� "�M - ` 'EmPt, �' 7ul DB Deuru6 QS(_ I&/ Lei C� v a OM6�0n j &'T Unit or Block# Cell size pti gt , 'x ' jz!,4 y6'v go"XS6 , 19f ?/g 53,yx Rough Opening Width D�.2 -FS f, '�. $fi �6� , 3; 4,, Rough Opening " p g Hei t 1/P4 l8-W 34�� '` Sq. Ft. VentHl,• 5� f $ ! O (�/,8 /o S-ff IUIH - C,Sr tl y X�) Si 6� O H O 3 � 3 a X Z �_•�_ Ft. Egress/Clear Opening �cl 5;�3 7 , 3 , ��/ tip "� AIM- Sq. , - Clear Opening-width in inches St 4 / YO y/ �Zjt y/ / 2 5,v! X2 Clear Opening-Height in inches �3 3 26 ,g3 / Special Hardware or instruction - f Town of Queensbury Building&Codes Principal Structure Application Revised January 2016 INSPECTION WORKSHEET (004623-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:RC-000694-2016Case Module:Permit Inspection Date:06/29/2018Inspection Status:Partial Pass Inspector:John O'BrienInspection Type:Residential Final Inspection Job Address:20 WINDSOR DRParcel Number:302.7-1-61 Queensbury, NY 12804 Contact TypeCompany NameName ApplicantTucker, KennethTucker, Kenneth Primary OwnerTucker, KennethTucker, Kenneth Granted PermissionTucker, KennethTucker, Kenneth Checklist ItemPassedComments General CommentsYES6/12/18 Final Inspection Not Approved - Temporary CO Items required to be completed for Temporary CO: 6/29/18 Final Inspection Approved - Temporary CO Conditions: -Complete siding and trim -Complete Insulation in Basement -Complete 2nd floor bedrooms(Trim out and doors) -Blower Door Test (Scheduled for July 11th) -Install HRV Unit -Install Truss ID Sticker on electric meter pan. 4 inch Building Number Address visible from roadYES Chimney Height / B Vent / Direct Vent LocationYES Chimney Rain Cap InstalledYES Fresh Air IntakeNO Fresh air supply 3' from gradeNO 3" Plumbing Vent through roof minimum 18 inchYES Outside Spigots have Air GapYES Roof Complete / Exterior Finish CompleteNO-Install siding and trim Platform at all exterior doorsYES-Complete landings at rear exterior doors as discussed. Maximum height of step is 8 1/4 inches. -Front Porch to grade needs a pad at 8 1/4 inches max as discussed. Handrail 4 or more risersYES-Install handrail on Stairs to Basement from Garage as discussed. Guards at stairs,decks,patios 30" + above gradeYES Guard at stairwell at 34" or moreYES Window guards req:<2' above floor/6' above grade -YES quick release installed Guard at deck, porches 36" or moreYES Handrail Termination at Newell Post or WallYES Jun 29, 2018Page (4) INSPECTION WORKSHEET (004623-2018) Checklist ItemPassedComments Interior/Exterior Railings 34 to 38YES Grade away from foundation 6 with 10 feetYES 6 clearance to sill plateYES Gas Shut-off Exposed & Regulator (18) Above GradeYES HVAC Vent Terminal 10' from Lot Line & OpeningsYES Dryer Duct Max Length 35', Labeled Over 35'YES Interior privacy/trim/doors/main entrance 36NO-Complete 2nd floor bedrooms, 1st floor master bathroom-Temporary CO Item Bathroom / Kitchen WatertightYES2nd floor bathroom and kitchen complete. Low flow toilet 1.3 gal/flushing cycle -YES showerhead/faucet Safety glazing: w/in 5' of tub/shower - stairwell win/adj toYES drs Smoke Detectors: Carbon MonoxideYES-Replace 2nd Floor hall smoke detector with a smoke detector/carbon monoxide detector. Smoke Detectors 3' from Kitchens & Baths R314YES Every level, Every bedroomYES Outside every bedroom areaYES Inter ConnectedYES Battery backup: _____YES Attic Access 22 x 30 minimumYES Attic Access Insulation = Attic R- ValueYES-Verify insulation for top of access panel. Attic Access GasketedYES-Verify gasket seal for attic access. Bathroom Fans, if no windowYES Plumbing fixturesYES Foundation insulation to floorNO-Install Floor and box area insulation as per the approved REScheck. Energy Sticker on Elec. Panel:R-Val. & Heating SysNO Duct work sealed properlyYES-Complete sealing ductwork and making final connections. Intake OpeningsYES Blower Door Test CertificationNO-Submit Blower Door Test. HRV or ERV Installed per Bedroom RequirementsNO-Install the Approved HRV Unit. Furnace shut-off w/in 30 ft. or w/in line of siteYES Furnace Hot Water Heater operatingYES-Verify operation of HVAC and hot water. Relief Valve ,Heat Trap/Water Temp 110 deg or lessYES Encl. Stairs Sheetrock Underside minimum Â½ GypsumYES 1/2" Gypsum or House Wall and GableYESComplete garage fire separation as discussed. 5/8" Type X with Living Space AboveYESComplete garage fire separation as discussed. 20 Minute Fire Door/Self-Closing HardwareYESComplete sealing and trimming out 20 minute garage fire door. Basement stairs closed rise greater than 4 inchesYES Arc Fault Breaker Habitable SpacesYES Flex Gas Pipe BondingYES Truss ID Signage Installed at Electrical MeterNO-Install truss ID Signage at electric meter pan. Jun 29, 2018Page (5) INSPECTION WORKSHEET (004623-2018) Checklist ItemPassedComments OK to Issue Temporary C/OYES6/12/18 Final Inspection Not Approved - Temporary CO Temporary CO Items: -Complete 2nd floor bedrooms, 1st floor master bathroom. -Install Floor and box area insulation as per the approved REScheck. -Obtain Blower Door Test and Submit Report. 6/12/18 Final Inspection Not Approved - Temporary CO Items required to be completed for Temporary CO: -Obtain Final Electrical Inspection -Complete landings at rear exterior doors as discussed. Maximum height of step is 8 1/4 inches. -Front Porch to grade needs a pad at 8 1/4 inches max as discussed. -Complete sealing and trimming out 20 minute garage fire door. -Complete garage fire separation as discussed. -Install truss ID Signage at electric meter pan. -Install the Approved HRV Unit. -Complete sealing ductwork and making final connections. -Obtain Blower Door Test and Submit Report. 6/29/18 Final Inspection Approved - Temporary CO Conditions: -Complete siding and trim -Complete Insulation in Basement -Complete 2nd floor bedrooms(Trim out and doors) -Blower Door Test (Scheduled for July 11th) -Install HRV Unit -Install Truss ID Sticker on electric meter pan. Jun 29, 2018Page (6) INSPECTION WORKSHEET (004623-2018) Checklist ItemPassedComments OK to Issue C/ONO6/12/18 Final Inspection Not Approved - Temporary CO Items required to be completed for Temporary CO: -Obtain Final Electrical Inspection -Complete landings at rear exterior doors as discussed. Maximum height of step is 8 1/4 inches. -Front Porch to grade needs a pad at 8 1/4 inches max as discussed. -Complete sealing and trimming out 20 minute garage fire door. -Complete garage fire separation as discussed. -Install truss ID Signage at electric meter pan. -Install the Approved HRV Unit. -Complete sealing ductwork and making final connections. -Obtain Blower Door Test and Submit Report. 6/29/18 Final Inspection Approved - Temporary CO Conditions: -Complete siding and trim -Complete Insulation in Basement -Complete 2nd floor bedrooms(Trim out and doors) -Blower Door Test (Scheduled for July 11th) -Install HRV Unit -Install Truss ID Sticker on electric meter pan. O'Brien, John (Inspector) Jun 29, 2018Page (7) INSPECTION WORKSHEET (BINS-007287-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:RC-000694-2016Case Module:Permit Inspection Date:10/11/2018Inspection Status:Passed Inspector:John O'BrienInspection Type:Building Insulation Job Address:20 WINDSOR DRParcel Number:302.7-1-61 Queensbury, NY 12804 Contact TypeCompany NameName Primary OwnerTucker, Kenneth Granted PermissionTucker, Kenneth ApplicantTucker, Kenneth Checklist ItemPassedComments Building Inspector NotesYES10/11/18 Insulation Approved Window SealingYES U Factors = .3 cfm for windows, .5 cfm for doorsYES Tyvek or Similar Exterior SealantYES Proper Vent, Attic VentYES Insulation Residential Check Commercial CheckYES10/11/18 Insulation Approved R30 - Basement Ceiling HRV INSTALLED Blower Door TestYES Combustion Air Supply for FurnaceYES Fresh air supply 3' from gradeYES Duct Insulation - if required in unheated spacesYES Door / Window Sealed (No Insulation)YES Tub Shower R-20 with Vapor BarrierYES All Ductwork Sealed Return and SupplyYES All Return Air Hard Duct WorkYES House Wrap Taped at all SeamsYES O'Brien, John (Inspector) Oct 11, 2018Page (10) INSPECTION WORKSHEET (007299-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:RC-000694-2016Case Module:Permit Inspection Date:10/11/2018Inspection Status:Partial Pass Inspector:John O'BrienInspection Type:Residential Final Inspection Job Address:20 WINDSOR DRParcel Number:302.7-1-61 Queensbury, NY 12804 Contact TypeCompany NameName Granted PermissionTucker, Kenneth ApplicantTucker, Kenneth Primary OwnerTucker, Kenneth Checklist ItemPassedComments General CommentsYES6/12/18 Final Inspection Not Approved - Temporary CO Items required to be completed for Temporary CO: 6/29/18 Final Inspection Approved - Temporary CO Conditions: -Complete siding and trim -Complete Insulation in Basement -Complete 2nd floor bedrooms(Trim out and doors) -Blower Door Test (Scheduled for July 11th) -Install HRV Unit -Install Truss ID Sticker on electric meter pan. 10/11/18 Final Inspection Approved - Temporary CO Conditions: -Complete siding and trim -Complete 2nd floor bedrooms(Trim out and doors) 4 inch Building Number Address visible from roadYES Chimney Height / B Vent / Direct Vent LocationYES Chimney Rain Cap InstalledYES Fresh Air IntakeYES Fresh air supply 3' from gradeYES 3" Plumbing Vent through roof minimum 18 inchYES Outside Spigots have Air GapYES Roof Complete / Exterior Finish CompleteNO-Install siding and trim Oct 11, 2018Page (10) INSPECTION WORKSHEET (007299-2018) Checklist ItemPassedComments Platform at all exterior doorsYES-Complete landings at rear exterior doors as discussed. Maximum height of step is 8 1/4 inches. -Front Porch to grade needs a pad at 8 1/4 inches max as discussed. Handrail 4 or more risersYES-Install handrail on Stairs to Basement from Garage as discussed. Guards at stairs,decks,patios 30" + above gradeYES Guard at stairwell at 34" or moreYES Window guards req:<2' above floor/6' above grade -YES quick release installed Guard at deck, porches 36" or moreYES Handrail Termination at Newell Post or WallYES Interior/Exterior Railings 34 to 38YES Grade away from foundation 6 with 10 feetYES 6 clearance to sill plateYES Gas Shut-off Exposed & Regulator (18) Above GradeYES HVAC Vent Terminal 10' from Lot Line & OpeningsYES Dryer Duct Max Length 35', Labeled Over 35'YES Interior privacy/trim/doors/main entrance 36NO-Complete 2nd floor bedrooms, 1st floor master bathroom-Temporary CO Item Bathroom / Kitchen WatertightYES2nd floor bathroom and kitchen complete. Low flow toilet 1.3 gal/flushing cycle -YES showerhead/faucet Safety glazing: w/in 5' of tub/shower - stairwell win/adj toYES drs Smoke Detectors: Carbon MonoxideYES-Replace 2nd Floor hall smoke detector with a smoke detector/carbon monoxide detector. Smoke Detectors 3' from Kitchens & Baths R314YES Every level, Every bedroomYES Outside every bedroom areaYES Inter ConnectedYES Battery backup: _____YES Attic Access 22 x 30 minimumYES Oct 11, 2018Page (11) INSPECTION WORKSHEET (007299-2018) Checklist ItemPassedComments Attic Access Insulation = Attic R- ValueYES-Verify insulation for top of access panel. Attic Access GasketedYES-Verify gasket seal for attic access. Bathroom Fans, if no windowYES Plumbing fixturesYES Foundation insulation to floorYES-Install Floor and box area insulation as per the approved REScheck. 10/11/18 Insulation Approved R30 - Basement Ceiling HRV INSTALLED Energy Sticker on Elec. Panel:R-Val. & Heating SysYES Duct work sealed properlyYES-Complete sealing ductwork and making final connections. Intake OpeningsYES Blower Door Test CertificationYES-Submit Blower Door Test. HRV or ERV Installed per Bedroom RequirementsYES-Install the Approved HRV Unit. Furnace shut-off w/in 30 ft. or w/in line of siteYES Furnace Hot Water Heater operatingYES-Verify operation of HVAC and hot water. Relief Valve ,Heat Trap/Water Temp 110 deg or lessYES Encl. Stairs Sheetrock Underside minimum ½ GypsumYES 1/2" Gypsum or House Wall and GableYESComplete garage fire separation as discussed. 5/8" Type X with Living Space AboveYESComplete garage fire separation as discussed. 20 Minute Fire Door/Self-Closing HardwareYESComplete sealing and trimming out 20 minute garage fire door. Basement stairs closed rise greater than 4 inchesYES Arc Fault Breaker Habitable SpacesYES Flex Gas Pipe BondingYES Truss ID Signage Installed at Electrical MeterYES-Install truss ID Signage at electric meter pan. Oct 11, 2018Page (12) INSPECTION WORKSHEET (007299-2018) Checklist ItemPassedComments OK to Issue Temporary C/OYES6/12/18 Final Inspection Not Approved - Temporary CO Temporary CO Items: -Complete 2nd floor bedrooms, 1st floor master bathroom. -Install Floor and box area insulation as per the approved REScheck. -Obtain Blower Door Test and Submit Report. 6/12/18 Final Inspection Not Approved - Temporary CO Items required to be completed for Temporary CO: -Obtain Final Electrical Inspection -Complete landings at rear exterior doors as discussed. Maximum height of step is 8 1/4 inches. -Front Porch to grade needs a pad at 8 1/4 inches max as discussed. -Complete sealing and trimming out 20 minute garage fire door. -Complete garage fire separation as discussed. -Install truss ID Signage at electric meter pan. -Install the Approved HRV Unit. -Complete sealing ductwork and making final connections. -Obtain Blower Door Test and Submit Report. 6/29/18 Final Inspection Approved - Temporary CO Conditions: -Complete siding and trim -Complete Insulation in Basement -Complete 2nd floor bedrooms(Trim out and doors) -Blower Door Test (Scheduled for July 11th) -Install HRV Unit -Install Truss ID Sticker on electric meter pan. 10/11/18 Final Inspection Approved - Temporary CO Conditions: -Complete siding and trim -Complete 2nd floor bedrooms(Trim out and doors) Oct 11, 2018Page (13) INSPECTION WORKSHEET (007299-2018) Checklist ItemPassedComments OK to Issue C/ONO6/12/18 Final Inspection Not Approved - Temporary CO Items required to be completed for Temporary CO: -Obtain Final Electrical Inspection -Complete landings at rear exterior doors as discussed. Maximum height of step is 8 1/4 inches. -Front Porch to grade needs a pad at 8 1/4 inches max as discussed. -Complete sealing and trimming out 20 minute garage fire door. -Complete garage fire separation as discussed. -Install truss ID Signage at electric meter pan. -Install the Approved HRV Unit. -Complete sealing ductwork and making final connections. -Obtain Blower Door Test and Submit Report. 6/29/18 Final Inspection Approved - Temporary CO Conditions: -Complete siding and trim -Complete Insulation in Basement -Complete 2nd floor bedrooms(Trim out and doors) -Blower Door Test (Scheduled for July 11th) -Install HRV Unit -Install Truss ID Sticker on electric meter pan. 10/11/18 Final Inspection Approved - Temporary CO Conditions: -Complete siding and trim -Complete 2nd floor bedrooms(Trim out and doors) O'Brien, John (Inspector) Oct 11, 2018Page (14) INSPECTION WORKSHEET (009078-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal RC-000694-2016Permit Case Number:Case Module: Thu Jan 3, 2019Passed Inspection Date:Inspection Status: John O'BrienResidential Final Inspection Inspector:Inspection Type: 20 WINDSOR DR302.7-1-61 Job Address:Parcel Number: Queensbury, NY 12804 Contact TypeCompany NameName ApplicantTucker, Kenneth Granted PermissionTucker, Kenneth Primary OwnerTucker, Kenneth Checklist ItemPassedComments General CommentsYES6/12/18 Final Inspection Not Approved - Temporary CO Items required to be completed for Temporary CO: 6/29/18 Final Inspection Approved - Temporary CO Conditions: -Complete siding and trim -Complete Insulation in Basement -Complete 2nd floor bedrooms(Trim out and doors) -Blower Door Test (Scheduled for July 11th) -Install HRV Unit -Install Truss ID Sticker on electric meter pan. 10/11/18 Final Inspection Approved - Temporary CO Conditions: -Complete siding and trim -Complete 2nd floor bedrooms(Trim out and doors) 1/3/18 Final Inspection Approved - Ok to Issue CO! Roof Complete / Exterior Finish CompleteYES-Install siding and trim Jan 03, 2019Page (1) INSPECTION WORKSHEET (009078-2018) Checklist ItemPassedComments Platform at all exterior doorsYES-Complete landings at rear exterior doors as discussed. Maximum height of step is 8 1/4 inches. -Front Porch to grade needs a pad at 8 1/4 inches max as discussed. Handrail 4 or more risersYES-Install handrail on Stairs to Basement from Garage as discussed. Interior privacy/trim/doors/main entrance 36YES-Complete 2nd floor bedrooms, 1st floor master bathroom-Temporary CO Item Bathroom / Kitchen WatertightYES2nd floor bathroom and kitchen complete. Smoke Detectors: Carbon MonoxideYES-Replace 2nd Floor hall smoke detector with a smoke detector/carbon monoxide detector. Attic Access Insulation = Attic R- ValueYES-Verify insulation for top of access panel. Attic Access GasketedYES-Verify gasket seal for attic access. Foundation insulation to floorYES-Install Floor and box area insulation as per the approved REScheck. 10/11/18 Insulation Approved R30 - Basement Ceiling HRV INSTALLED Duct work sealed properlyYES-Complete sealing ductwork and making final connections. Blower Door Test CertificationYES-Submit Blower Door Test. HRV or ERV Installed per Bedroom RequirementsYES-Install the Approved HRV Unit. Furnace Hot Water Heater operatingYES-Verify operation of HVAC and hot water. Jan 03, 2019Page (2) INSPECTION WORKSHEET (009078-2018) Checklist ItemPassedComments 1/2" Gypsum or House Wall and GableYESComplete garage fire separation as discussed. 5/8" Type X with Living Space AboveYESComplete garage fire separation as discussed. 20 Minute Fire Door/Self-Closing HardwareYESComplete sealing and trimming out 20 minute garage fire door. Truss ID Signage Installed at Electrical MeterYES-Install truss ID Signage at electric meter pan. OK to Issue Temporary C/OYES6/12/18 Final Inspection Not Approved - Temporary CO Temporary CO Items: -Complete 2nd floor bedrooms, 1st floor master bathroom. -Install Floor and box area insulation as per the approved REScheck. -Obtain Blower Door Test and Submit Report. 6/12/18 Final Inspection Not Approved - Temporary CO Items required to be completed for Temporary CO: -Obtain Final Electrical Inspection -Complete landings at rear exterior doors as discussed. Maximum height of step is 8 1/4 inches. -Front Porch to grade needs a pad at 8 1/4 inches max as discussed. -Complete sealing and trimming out 20 minute garage fire door. -Complete garage fire separation as discussed. -Install truss ID Signage at electric meter pan. -Install the Approved HRV Unit. -Complete sealing ductwork and making final connections. -Obtain Blower Door Test and Submit Report. 6/29/18 Final Inspection Approved - Temporary CO Conditions: -Complete siding and trim -Complete Insulation in Basement -Complete 2nd floor bedrooms(Trim out and doors) -Blower Door Test (Scheduled for July 11th) -Install HRV Unit -Install Truss ID Sticker on electric meter pan. 10/11/18 Final Inspection Approved - Temporary CO Conditions: -Complete siding and trim -Complete 2nd floor bedrooms(Trim out and doors) Jan 03, 2019Page (3) INSPECTION WORKSHEET (009078-2018) Checklist ItemPassedComments OK to Issue C/OYES6/12/18 Final Inspection Not Approved - Temporary CO Items required to be completed for Temporary CO: -Obtain Final Electrical Inspection -Complete landings at rear exterior doors as discussed. Maximum height of step is 8 1/4 inches. -Front Porch to grade needs a pad at 8 1/4 inches max as discussed. -Complete sealing and trimming out 20 minute garage fire door. -Complete garage fire separation as discussed. -Install truss ID Signage at electric meter pan. -Install the Approved HRV Unit. -Complete sealing ductwork and making final connections. -Obtain Blower Door Test and Submit Report. 6/29/18 Final Inspection Approved - Temporary CO Conditions: -Complete siding and trim -Complete Insulation in Basement -Complete 2nd floor bedrooms(Trim out and doors) -Blower Door Test (Scheduled for July 11th) -Install HRV Unit -Install Truss ID Sticker on electric meter pan. 10/11/18 Final Inspection Approved - Temporary CO Conditions: -Complete siding and trim -Complete 2nd floor bedrooms(Trim out and doors) 1/3/18 Final Inspection Approved - Ok to Issue CO! O'Brien, John (Inspector) Jan 03, 2019Page (4) tip 2 7-w' 3pSG 3 , 6 � � edaM m 3a �3� 2 2 TW s 7 u/ IY3 ! - I , 32X3 or�zx38 a q _ TW 3o Yb x2 `I c►v -a.4 rb ilk �o RLQo ; C SARATOGA LUMBER TRADERS Irk - DATE /O q1 Z(, ROOF - ROOF TRUSS QUOTE FORM CURTIS LUMBER BRANCH: CL BLD SIZE: SALESMAN NAME: L.f.e_r FILL OUT FORM O � COMPLETELY TOWN OF JOBSITE: yLrcv S y 4 � CUSTOMER NAME: TO ENSURE O CV �� 46 CORRECT TRUSSES SHOULD TOPS OF CD O � A CUSTOMER PHONE# 5-(6- -,q;3 C( ALL EAVES LINE UP WITH CD EACH OTHER? (OPTIONAL) V 0 QNTY SPAN PITCH TYPE TC BC OVRHNG TRUSS CANT END BEARING FT-IN 2X 2X L R SPACING L R CUT WIDTH y > m .L � r d o E CD a � t` Y N M H ACV ATTIC TRUSS OPTIONS: HABITABLE STORAGE ONLY DESIRED ROOM SIZE ATTIC TRUSS OPTIONS: 2x6 KNEE WALL 2x4 KNEE WALL ADD 2X4 INSULATION DIAGONAL SPECIAL NOTES: _ VI��. - SPECIAL NOTES: ! 'i b SPECIAL NOTES: . 1, 1.ROOF MATERIAL SHINeM SLATE METAL OTHER: 2.CEIL MATERIAL METAL NCINE OTHER: 3.HEEL TYPE StAM15ARD ENERGYIf ener heel what hei ht? I' EXAMPLES OF DIFFERENT ROOF ONDITIONS 12 % .... v o I \ ROOF PITCH STANDARD HEEL STANDARD HEEL CANTILEVERED ENERGY HEEL ATTIC TRUSS TERMINOLOGY TRUSS w/SQUARE END CUT TRUSS w/PLUM END CUT OVERHANG TRUSS ,20 lt1�r�ID�IZ ;Q� V t Pagel JOB # BID # 16100223B ORDER DATE CUSTOMER PO# DELIVERY DATE UFP New York, LLC QUOTED TO Jim Auer DESIGNED BY Luras-ANI 11 Falls Industrial Park Rd,Hudson,NY.12534 Ph#:518-828-2888 Fax#:518-828-2368 ORDERED BY Jim Auer UFP SALES REP Luras AN Curtis Lbr-Queensbury-LMC Job Name: Tucker JOB CATEGORY: 460 Big Bay Rd. Model: Tag: Queensbury, NY 12804-7855 DELIVERY INSTRUCTIONS: ° (518)792-8601 a SPECIAL INSTRUCTIONS: d Queensbury, NY BUILDING DEPARTMENT BID BY Lucas-Ahl Roof Trusses BID DATE 10/03/16 BID EXPIRES IN 15 DAYS Roof Trusses PROFILE QTY PITCH TYPE SPAN LUMBER CANTILEVER OVERHANG NOTES UNIT TOTAL PLY TOP I BOT ID FT72X4 LEFF RIGHT LEFT RIGHT PRICE PRICE 12 5.00 0.00 Tot 19 01-00-00 01-00-002 5.00 .00 GTABLE 19- 01-00-0001-00-00 QUOTED PRICE WILL BE HONORED FOR 15 DAYS AS OF 10103/16 SUB-TOTAL SIGN PRINT PRICE AUTHORIZED BY: / TITLE: / THIS SIGNATURE IN NO WAY REPLACES OR ELIMINATES THE NEED FOR SIGNATURES ON TRUSS DESIGN APPROVAL FORM GRAND TOTAL Quote is based on current design values at the time of quote(lumber, EWP, hardware, etc). Should any of these values change prior to completion of this project, UFP New York,LLC reserves the right to adjust the sell price accordingly. Job Truss, Teas Type Oy, I'y Tucker > , 16100223B T0t FINK 12 1 Job Reference22 a o anal Universal Forest ro orest Ptluar62 .5631 S.NC .Burlington.irglon, Run:7.640 s Actp 222016 Prins:7.640 sApr 21316MTek Indlsbies,Inc. Mon Oct 031950:07 2016 Paagge 1 ID:BO3121ajuXLRITuGKTO%ciyXti=nfyv7iAgbHOrRrZVSYtoVgXnhZSW87diVdX1ZYy lh -1-0-0 5-3-13 9-7-0 13-10-4 19-2-0 20-2-0 1-0-0 5-3-13 4-3-4 4-3-4 5-3-13 1-0-0 .e= 5 SWI>f EWA bl�i A ,a A c, 7 sem II B II {!H, IFAS G ,o sm= cox II .nx II 9-7-0 19-2-0 9-7-0 9-7-0 Plate Others(X,Y)- 2:03.8 Ed eL 18:0-8-3.Edool, 10:04-0 0-3-0 LOADING(psq SPACING- 2-0.0 CSI. DEFL in (loo) Ildell L/d PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.85 Vert(U-) -0.13 10 >999 240 MT20 197/144 (Ground Snow=-60.0) Lumber DOL 1.15 BC 0.80 VedICT) -0.2010-13 >999 180 TCOL10.0 Rep Stress Ina VES WE 0.26 Horz(CT) 0.07 8 We We BCLL 0.0 - Code IRC2015RPI2014 (Matrix-M) Wnd(LL) 0.03 10 >999 360 Weight:77 lb FT=4% BCDL 10.0 LUMBER- BRACING TOP CHORD 20 SPF No.2 TOP CHORD Structural Wood sheathing directly spoked ort-2-0oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid calling directly applied or 10.0-0 oc bracing. WEBS 2x4 SPF 140.2 MRek recommends that Stabilizers and required cross bracing be installed during SLIDER Let 2x8 SP DSS 2-0.0,Right 2x8 SP DSS 2-0-0 truss erection in accordance with Stabilizer Installation oulde. REACTIONS. (Ib/size) 2=1381/0-5-8 (min.0-2-3),8=13BM5.8 (min.0-2-3) Max Hoa2=.58(LC 13) Max Uplit2=35(LC 12),8=-35(LC 13) FORCES. (Ib)-Max.Comp.Mlax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=470/0,3.19=-1904/167,419=-1775(184,4-5=1504/142,5E=-1504/142,6-20=-1775/164,7-20=-1904/167,7-8=470/0 BOTCHORD 2-10=90/1656,8.10=-9011656 WEBS 5-10---V562,6-10=-540/114.&10=-540/114 NOTES- 1) OTES1)Wind:ASCE 7-10;Vulr=115nph(3-second gust)Vasil-91 mph;TCDL=6.Opsf;BCDL=6.Opsi;h=2411;Cat.II;Exp B;enclosed;MWFRS(envelope)gable end zone and C-C Extedog2)zone;cantilever let and right exposed;end vertical let and right exposedtGC for members and forces 8 MW/FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=60.0 psi(ground snow);Pf=46.2 psi(flat roof snow);Category II;Exp S;Partially Exp.;C1=1.1 3)Unbalanced snow loads have been considered for this design. 4)This teas has been designed for greater of min roof live load of 16.0 psi or 2.00 times flat moi load of 46.2 psi on overhangs non-concunent with other We loads. 5)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 6)-This puss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0[all by 2-0-0 wide will f0 between the botom chord and any other members. 7)Provide mechanical connection(by others)of puss to bearing pate capable of withstanding 100 to uplift at joint(s)2,8. B)This buss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI1TPI 1. 9)'Semi-rgid ptchbreaks including heels'Member end iblfy model was used in the analysis and design of Nis truss. LOAD CASE(S)Standard Job Truss Truss Type Ory Pty (Tucker _ 161002238 fit GABLE 2 1 Job Reference o Tonal Universal Forest Products,5631 S.NC 62.Budingkin.NC Run:7.610 s Apprr 22 2016 Print:7.640 5 Apr 22 2016 MTek Industries,Inc. Mon Oct 031950:072016 Paagpe 1 ID:BO312IajuXLB1TuGKTOXciyX1i_nfyv71AgbHOrRrZVSYtoYqXx3Z68AGiVdXlzyyXth 1-0-0 9-7-0 19-2-0 20-2-0 9-7-0 9-7-0 F 1-0-0 sa..tm 8 1mITf 5 � x a 10 ON +n z n �1 x a a 21 a +v re n is is u sa= 19-2-0 19-2-0 Plate Offsets(&y)-- 19:0-3-0 03-0 LOADING(psi) SPACING- 240 CSI. OEFL in (l=) Well L/d PLATES GRIP TCLL 462 Plate Grip DOL 1.15 TC 0.25 Ven(LL) 0.00 12 Nr 180 MT20 197/144 (Ground Snow=60.00 Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 12 Nr 80 TCLL SCOL 10.10.0 0 Rep Stress Ina VES WB 0.09 H=(CT) -0.00 14 Na Na BCLL OA ' Coda IRC20154PI2014 (Matrix) Weight:76 to FT=4% LUMBER- BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins, except end verticals. SOTCHORD 2x4 SPF No.2 SOTCHORD Rigid ceiling directly applied or 6-0-0oc bracing. WEBS 2x4 SPF No.2 M7ek recommends that Stabilizers and required cross bracing be installed during OTHERS 2x4 SPF No.2 cross erection In accordance with Stabilizer Installation guide. REACTIONS. All bearings 19-2-0. (Ib)- Max Hort 24-39(LO 13) Max Uplift All uplift 100 Ib or less at joints)24,14,20,21,22,23,18,17,16,15 Max Grav All reac0ons 250 lb or less al joini(s)23,15 except 24=301 g C 18),14=301(LC 18),19=261(LC 1),20=359(LC 19),21=322(LC 19),22287(LC 19),18-359(LC 20),17=322(LC 20),16=287(LC 20) FORCES. (lb)-Max.Comp.Mlax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-24=28671,12-14=-211671 WEBS 6-20=319/55,5-21=28234,8.18=-319155.9.17=-282154 NOTES- 1)Wlnd:ASCE 7-10;Vull=l l5nich(3-second gust)Vasd=91mph;TCDL=6.Opsi;BCDL=6.Dpsl;h=24ft;Cat.II;Exp B;enclosed;MWFRS(envelope)gable end zone and C-C Exledor(2)zone;cantilever left and tight exposed;end vertical tell and right e)yosed:C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind bads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consull qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=60.0 psi(ground snow):P4=46.2 psi(flat roof snow);Category II;Exp B:Partially Exp.;CI=1.1 4)Unbalanced snow bads have been considered for this design. 5)This(mss has been designed for greater of min mol live bad of 16.0 psi or 2.00 fines Bat roof load of 46.2 psi on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psi bottom chord live load nonconcunent with any other live loads. 11)'This truss has been designed for a live load of 20.0psi on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12)Provide mechanical connection(by others)of truss to beating plate capable of withstanding 100 Ib uplift at joint(s)24,14,20,21,22,23,18,17,16,15. 13)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 14)'Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this cross. LOAD CASE(S)Standard 20 Winsor Drive Turned on, 730037 meter inst. 1994 MuNiG=RAG WftTF 12-- garage garage 6"DIP Ni-Mo Pole#3 6bends. ' 3/4 66'6" Copper to main m 302.7-1-61 RC-000694-2016 Tucker, Kenneth 20 Windsor Drive Residential Alteration 1271 s.f. ` 1 CGenerated by REScheck-Web Software �(J Compliance Certificate Project 20 windsor drive Energy Code: 2015 IECC Location: Warren County, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 6 (8499 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: Passes using prescriptive requirements for alteration projects Envelope Assemblies Gross Area Assembly or Cavity Cont. U-Factor UA Ceiling:Flat or Scissor Truss 248 48.0 0.0 0.026 6 Ceiling: Flat or Scissor Truss 432 48.0 0.0 0.026 11 Wall: Wood Frame, 16in.o.c. 402 21.0 9.0 0.036 6 Window:Vinyl Frame, 2 Pane wl Low-E 10 0.300 3 Window:Vinyl Frame,2 Pane w/Low-E 13 0.260 3 Window:Wood Frame,2 Pane wl Low-E 16 0.300 5 Window:Vinyl Frame, 2 Pane wl Low-E 31 0.300 9 Window:Vinyl Frame, 2 Pane wl Low-E 10 0.300 3 Window:Vinyl Frame, 2 Pane w/Low-E 20 0.300 6 Window:Vinyl Frame, 2 Pane w/Low-E 20 0.300 6 Window:Vinyl Frame,2 Pane w/Low-E 9 0.300 3 Window:Vinyl Frame,2 Pane w/Low-E 2 0.300 1 Door: Solid 22 0.240 5 Door: Solid 22 0.210 5 Door:Solid 22 0.210 5 Door: Glass 42 0.260 11 Wall:Wood Frame, 16in.o.c. 241 21.0 9.0 0.036 9 Wall: Wood Frame, 16in.o.c. 630 21.0 9.0 0.036 23 Floor:All-Wood joist/Truss Over Uncond. Space 248 21.0 9.0 0.031 8 Project Title: 20 windsor drive Report date: 10/17/16 Gross Area Cavity Cant. meter Floor:All-Wood Joistfrruss Over Uncond.Space 432 30.0 0.0 0.033 14 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 5.5.0 and to comply `with the mandatory requirem is listed i heeRRESche k Inspection Checklist Name-Title 'Signature Date Project Title: 20 Windsor drive Report date: 10/17/16 fZREScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0%were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck 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 I Plans Verified Field Verified ! #` Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions A Req.ID �_ j 103.1. Construction drawings andr. ❑Complies 103.2 documentation demonstrate -❑Does Not [PR1]1 energy code compliance for the -.., ]Not Observable building envelope.Thermal `•'>..v '.envelope represented on ❑Not Applicable construction documents. 103.1, 'Construction drawings and -❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR311 ;lighting and mechanical systems. ❑Not Observable ;ay Systems serving multiple ❑Not Applicable dwelling units must demonstrate icompliance with the IECC :Commercial Provisions. LR Heating and cooling equipment Is: Heating: Heating: i❑Complies sized per ACOA Manual S based Btu/hr Btu/hr_ ❑Does Not on loads calculated per ACOA Cooling: Cooling:Manual J or other methods Btu/hr Btu/hr Observable approved by the code official. !❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3.1 Low Impact(Tier 3) Project Title: 20 windsor drive Report date: 10/17/16 Section I - # Foundation inspection `.. Complies? Comments/Assumptions _ &Req.ID - - 303.2.1 -,A protective covering is installed to ❑Complies [F011]2 !protect exposed exterior insulation ❑Does Not "'and extends a minimum of 6 In. below ❑Not Observable; ;grade. ❑Not Applicable 403.9 Snow-and ice-melting system controls []Complies [F0121' ;installed. ❑Does Not ,J ❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 20 windsor drive Report date: 10/17/16 Section - Plans Verified Field Verified # Framing)Rough-In inspection & Req.ID I I Value - Value Complies? Comments/Assumptions I 402.1.1, Door U-factor. U-_ U-_ ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FRI]i ❑Not Observable a ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U-_ ❑Complies ;See the Envelope Assemblies 402.3.1, average). - ❑Does Not table for values. 402.3.3, 402.3.6, -.[]Not Observable 402.5 ,❑Not Applicable [FR211 303.1.3 U-factors of fenestration products ` ❑Complies [FR411 are determined in accordance - - ❑Does Not ;with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 ;installed per manufacturer's El Does Not iinstructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that Is not site built ❑Complies [FR2011 is listed and labeled as meeting ❑Does Not !AAMA/WDMA/CSA 101/1.5.2/A440' ` ❑Not Observable or has infiltration rates per NFRC 1400 that do not exceed code El Not Applicable limits. 402.4.5 -�';IC-rated recessed lighting fixtures - ❑Complies [FR161? ;:sealed at housingpnterior finish ❑Does Not ;and labeled to indicate s2.0 cfm ., ❑Not Observable Ieakage at 75 Pa. ❑Not Applicable 403.2.1 ;Supply and return ducts in attics ❑Complies [FR12]1 'insulated>=R-8 where duct is ❑Does Not :>=3 inches in diameter and >_ []Not Observable 11-6 where<3 inches-Supply and I return ducts in other portions of ❑Not Applicable ' ,the building insulated >= R-6 for diameter>=3 inches and R-4.2 for<3 inches in diameter. 403.3-3.5 Building cavities are not used as ❑Complies [FR1513 ducts or plenums. Ll Does Not ❑Not Observable ❑Not Applicable j 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]' -above 105 OF or chilled fluids ❑Does Not below 55 OF are insulated to all- 3. . ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ='E]Not ❑Complies [FR24)1 piping. ❑Does Not []Not Observable Applicable 403-5.3 Hot water pipes are insulated to R-_ R-_ ❑Complies [FR1812 >R-3. ❑Does Not []Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are;. ❑Complies [FR19]2 installed on all outdoor air t ❑Does Not intakes and exhausts. []Not Observable ❑Not Applicable 1 I High Impact(Tier 1) Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 20 windsor drive Report date: 10/17/16 Section I - # Insulation Inspection plans Verified Field Verified Complies? Comments/Assumptions & Req.ID Value value 303.1 All installed insulation is labeled ❑Complies [IN13)' or the installed R-values El Does Not provided. []Not Observable j ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies :See the Envelope Assemblies 402.2.6 E] Wood !❑ Wood ❑Does Not .table for values [IN1)1 '❑ Steel ❑ Steel j,[]Not Observable ❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies 402.2.7 :manufacturer's instructions and - ❑Does Not [IN2)1 ;in substantial contact with the .� underside of the subfloor,or floor ❑Not Observable (framing cavity insulation is in ❑Not Applicable :contact with the top side of .sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, :Wall insulation R-value.If this is a: R-_ ,i R-_ ❑Complies !See the Envelope Assemblies 402.2.5, mass wall with at least 1h of the j❑ Wood !❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ mass []Not Observable [IN3)1 exterior,the exterior insulation :.requirement applies(FR10). ❑ Steel !❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4)1 :manufacturer's instructions. []Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) -2 Medium Impact(Tier 2) 3..1 Low Impact(Tier3) Project Title: 20 Windsor drive Report date: 10/17/16 Section n Plans Verified Field Verified Final Inspection Provisions & Req.ID I Value Value I Complies? ' Comments/Assumptions 402.1.1, 'Ceiling insulation R-value. - R-_ R-_ .❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not (table for values. 402.2.2, ❑ Steel E-1 steel 402.2.6 ❑Not Observable [F11]1 ❑Not Applicable 303.1.1.1,;Ceiling insulation Installed per ❑complies 303.2 manufacturer's instructions. ❑Does Not [F1211 Blown insulation marked every j 300 ft1. El Not Observable ❑Not Applicable 402 2 3 ',"Vented attics with air permeable ❑complies [Fl22], `.'.insulation include baffle adjacent EJ Does Not to soffit and eave vents that extends over insulation. L]Not Observable + a "t ❑Not Applicable 402 2.4 (Attic access hatch and door R-_ R- ❑complies [FI311 ,insulation>_R-value of the ❑Does Not adjacent assembly. ❑Not Observable j ❑Not Applicable 402.4.1.2 ',Blower door test @ 50 Pa. <=5 ACH 50=_ ACH 50=_ ❑Complies [FI17]1 ;ach In Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 ; _cfm/100 cfm/10o :❑Complies [FI411 !cfm/100 ft2 across the system or j ft1 72 '❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable i :tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 :❑Complies [F127]1 'determine air leakage with ft2 ft' ❑Does Not either:Rough-in test:Total leakage measured with a ❑Not Observable ;pressure differential of 0.1 inch ❑Not Applicable 'w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a .pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 :Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of t ❑Does Not design air flow. ❑Not Observable []Not Applicable 403.1.1 Programmable thermostats ❑Complies [F1911 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]1 on heat pumps. - 71 Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [Fill]? 'systems have automatic or ❑Does Not accessible manual controls. E]Not Observable ❑Not Applicable 11 High Impact(Tier 1) `:•2'_ Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 20 windsor drive Report date: 10/17/16 Section - Pians Verified Field Verified #.: Final Inspection Provisions ValueVaiue Complies? comments/Assumptions & Req.ID - 403.6.1 All mechanical ventilation system' ❑Complies [F[25]2'. fans not part of tested and listed []Does Not HVAC equipment meet efficacy and air flow limits. []Not Observable ❑Not Applicable 403.2 - Hot water boilers supplying heat ❑Complies [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. _ 403.5.1.1 Heated water circulation systems - ❑Complies [F]28]' have a circulation pump.The ❑Does Not system return pipe is a dedicated []Not Observable return pipe ora cold water supply, pipe.Gravity and thermos- []Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically tum off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [F[29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the El Not Applicable desired water temperature in the 1. piping. 403.5.2 Water distribution systems that - ❑Complies [F13012 have recirculation pumps that ❑Does Not ,pump waterfrom a heated water supply pipe back to the heated ❑Not Observable <water source througha cold } ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the r pump and limit the temperature i of the water entering the cold j water piping to 1049F. 403.5.4 Drain water heat recovery units - ❑Complies - [F1311' tested in accordance with CSA ❑Does Not 855.1. Potable water-side ❑No[Observable pressure loss of drain water heat j recovery units<3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units<2 psi for individual units connected to three or more showers. _ 404.1 75%of lamps in permanent ! ❑Complies (F1613 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps.; - Does not apply to low-voltage _ ❑Not Observable ;lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have 1 ❑Complies [FI23]3 no continuous pilot light. ❑Does Not []Not Observable ❑Not Applicable 1 IHigh Impact(Tier 1) 2 1 Medium Impact(Tier 2) -3..1 Low Impact(Tier 3) Project Title: 20 Windsor drive Report date: 10/17/16 fz2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 30.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 48.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 Door 0.26 Heating&Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments REScheck-Web-2010 New York Energy Conservation Construction Code Page 1 of 1 ,,. Logged in as kenthunts@yahoo.com I Log Out My Projects Preferences V@ Save �� E NeV -^ ENVELOPE MECFfiANiCAL REQUIREMENTS Re orts U we y y�; ,e,9y Gensepvatien GenstruEtien-6ede Row: r Edit Duplicate El ON9ntaemn nt FadBelefito4th East v zi i en Add: Ceiling Skylight CWall Window Door Basement Floor Crawl Component Post-Alterations Assembly Alteration Details Gross Area 1..1 _ 4 Ceiling Raised or Energy Tn! Compliance Required Edit... 432 ft'I 3'.' S Ceiling Flat or Scissor Truss Compliance Required CED 248'ft' 21 6 Ceiling Flat or Scissor Truss Compliance Required Edit... 432 n' 30 7 Wall Wood Frame, 16in.o.c. Compliance Required ED 1854 ft' 2J 8 Door Glass Compliance Required EdR... 30 ft' 9 Door Solid No exemptions available 19 ft' 10 Door Glass Compliance Required EKI 19 it, I l Door Glass Compliance Required ED 19 ft' 12 Window Vinyl Frame, 2 Pane w/ Low-E Compliance Required ED 13 ft' 13 Window Vinyl Frame, 2 Pane w/ Low-E Compliance Required CTdiD 16 ft' 14 Window Vinyl Frame, 2 Pane w/ Low-E Compliance Required EED 31 ft' is Window Vinyl Frame, 2 Pane w/ Low-E Compliance Required FEdit... 20 h' tD ti f 6 Window Vinyl Frame, 2 Pane w/ Low-E Compliance Required Edit... 20 ft' uj O 17 Window Vinyl Frame, 2 Pane w/ Low-E Compliance Required Edit... 10 rt' N j � N Window Vinyl Frame, 2 Pane w/ Low-E Compliance Required Edit... 10 ft' CDD O Window Vinyl Frame, 2 Pane w/ Low-E Compliance RequiredEdit... 9 it, C Window Vinyl Frame, 2 Pane w/ low-E Compliance Required Edit... 2 ft' U C O a 4 C Q ocr k, � Y ° r 4) c 0) .31. r 2Jt � Y > -p (D �IClI'1 Passes 39.8% Your UA: 121 Max. UA: 201 httnsJ/enerevcode.t)nl.Rov/REScheckWeb/index.html 10/9/2016 Window Schedule Calculation Sheet Job Site Address: A0 Date: /O—ON—0101 to Owner: GP rJ/t/P//it J7 TrJc&a Application No.: DA) On &dR�n� Grt+s Lv ,er, ' X25 �rA w� y�; �6+a► Window# or letter on plan 3 0/0 ji Manuf.Name PrSR 7i94_ Type In oz 'a+/ TEM _m" Model/T a ,tJ;DB vBuru(r D !r OG`roGo*J �ft5►�+liTi✓r Unit or Block# Cell size iii .X .2iiAY6ir 96, KA v / ,, Rough Opening Width �2 n to 2I/ it ,/�� Rough Opening Height 56� � fz� � � 1744 Sq. Ft. Vent g /o• gg .�l-��2 I.S , to Sq. Ft. Egress / Clear Opening St173 q FS 1. 3 t�1-9 ��,NUa:qs�= 0#0 ivlR 3•d Clear Opening-width in inches Si c f J Clear Opening-Height in inches .23 33 26 ( 17 X3!3�' y �OS _ 3 Special Hardware or instruction o' peju i-I4 `7rEp S' P - \` _ r b c� Town of Queensbury Building&Codes Principal Structure Application Revised January 2016 NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS CALCULATION SHEET Job Site Address: A0 /,�,,��r ��j-e Date: Owner: Application No.: Habitable Rooms Area of Room-Sq.Ft. Required light Actual light—sq.ft. Required ventilation Actual Ventilation sq.ft. Sq.Ft. opening for 8%of room 4%of room egress ►' o eN 4 ' 7 � , :Ij 1-4 l 12 // , 917 Dont y OD, 'All Sty/ X2- RM 139 Il - to ' o, z 5L 16% 479 /s. / s 4k qF 3? S`t 1006c) 2 & 6 r- 3,34) , Al*- i+t i , 52 SP14 % . Im tf 2 -35 5, o V50 /4,2' s Li 3, F. Town of Queensbury Building&Codes Principal Structure Application Revised January 2016 ONE 1111111 in No IN In v 020 MEN!. INIMMIN 1 . FBI, 1110 IN IN 111111 mm� I i IN Moir -- -- I min NINE rom sM MEN Agin 1 I I I I IN El"I'lu'l "i WE m ml oil m man ml m on AL . o a: yr Comfort, Satisfaction, Thermal Associates 21 Thomson Ave. Glens Falls, NY 12801 518.798.550o Fax 798.562o a-C,-to - 'Z4t� Kenneth Tucker i 20 Windsor Dr. Queensbury, NY 12804 u JUL 17 2018 518.321.9968 kenthunts(a�yahoo.corn TOWN OF Q�JEENSBURY BUILDING& CODES We, Thermal Associates, performed a blower door test at the project at 20 Windsor Dr, Queensbury, NY, to determine the air changes per hour, for Kenneth Tucker on July 13, 2018. Testing procedure performed as per ASTM E779. The result of the test is: ( 970 CFM50 x 60 Minutes)/ ( 19,750 cubic feet ) = 2.946 ACH50 Test conditions were as follows: 82F outside air temperature 72F inside air temperature -0.5 PA baseline pressure -50.2 - 51.6 PA testing pressure N1102.4.3.1 Testing option.Building envelope tightness and insulation installation shall be considered acceptable when tested air leakage is less than seven air changes per hour(ACH)when tested with a blower door at a pressure of 33.5 psf(50 Pa)as verified using instruments and procedures specified in ASHRAE/ASTM E779.The test shall be conducted by a qualified person,who shall demonstrate competence to the satisfaction of the code enforcement official for the conduct of such tests.For the purpose of this section,ACH50 shall mean air changes per hour of infiltration into a house as measured with a blower door at 50 pascals of pressure,in accordance with ASHRAE/ASTM E779.Testing shall occur after rough in and after installation of penetrations of the building envelope,including penetrations for utilities,plumbing,electrical,ventilation and combustion appliances. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed, but not sealed; 2.Dampers shall be closed,but not sealed,including exhaust,intake, makeup air,back draft and flue dampers; 3.Interior doors shall be open; 4.Exterior openings for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling system(s)shall be turned off; 6.HVAC ducts shall not be sealed;and 7. Supply and return registers shall not be sealed. Adam DeVit Blower Door Tester Thermal Associates www.thermalassociates.com