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CC-000266-2015 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-000266-2015 Date Issued: Tuesday, September 5, 2017 This is to certify that work requested to be done as shown by Permit Number CC-000266-2015 has been completed. Tax Map Number: 288.-1-64 Location: 1264 W Mountain Rd. Owner: WESTBROOK SENIOR RESIDENCES Applicant: Schermerhorn Properties This structure may be occupied as a: Westbrook Phase II 35 unit apartments w/FPs 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. r_ 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-000266-2015 Tax Map No: 288.4-64 Permission is hereby granted to: Schermerhom Properties For property located at: 1264 W Mountain Rd. 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 Tyne of Construction Owner Name: WESTBROOK SENIOR RESIDENCES Multi-Family-New $2,400,000.00 Owner Address: 1260 W Mountain RD Total Value $2,400,000.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Schermerhom Properties 536 BAY RD Queensbury,NY 12804 Plans&Specifications Westbrook Phase 11 35 unit apartments w/FPs $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,May 25,2017 (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 expiration date. Dated at the Town ueens Tu ay 26,2015 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement PRINCIPAL STRUCTURE APPLICATION Off' Onl DATE 1 l� Its t' /R I �. -210 'ZOIS ax TAx MAP ID `� ` Yr� er t MAY 0 7 2 I�erm t e 6U�2.b0 ZONING WIN OF QUEEtl e 29 r ,- BUILDING & C L`§Lt,sPlan# HISTORIC SITE yYee,s��No u division# SUBDIVISION NAME (/Je5 GxC►X� Lo# TOWNBO.RESOLUTION 86-2013: $$50 RECREATION FEE FOR NEW DWELLING UNITS,INCLUDING SINGLE FAMILY DWELLINGS,DUPLEXES OR TWO FAMILY DWELLINGS, MULTIPLE FAMILY DWELLINGS, APARTMENTS, CONDOMINIUMS, TOWNHOUSES, AND/OR MANUFACTURED & MODULAR HOMES,BUT NOT MOBILE HOMES, THIS IS INADDITION TO THE LPERMIT r�FEE. —iyR�,7J{ APPLICANT 'L.Z��9'f//G�1!( PD ww,��1�'Wc�,Q&,1'�J�WN ' ` �L ADDRESS ✓3{O f DA0 cSU r M G ADDRESS s�/�lt►�glq�-1��( 17�so� PHONE/E-MAIL �� ZJ�,'(�'C{a�-O� I�'t PHONE/E-MAIL CONTRACTOR �/-�YY 1 COST OF CONSTRUCTION(ESTIMATED): $ WMA li V I 110' ADDRESS: BUILDING ADDRESS: WMA -aW G21.1�1SSI�R�E � �ZS� PHONEIE-MAIL pp�� `�V ' ,1 t / - CONTACT PERSON FOR BUILDING& CODES COMPLIANCE: f J&h6K 1 14AW PHONE ✓W�� TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below New Addition Alteration 1"floor sq. ft. 2n°floor sq. ft. Total sq.ft. Height Single Family Two-Family Multi-Family / � �o 11p)-14,5 �� 50 lmo 1 ) (# of units $9 v I / r Townhouse ILO Business Office (� Retail - Mercantile Factory- Industrial Attached Garage (#of ) Other 1 Town of Queensbury Building&Codes Principal Structure Application July 2014 If commercial or industrial indicate name of business P Proposed use of building or addition yq mmalla OUS►/�(� Source of heat(circle one) Gas Oil Propane Solar Other Fireplace: complete a separate application for Fuel Burning Appliances & Chimneys 7 Are there structures not shown on plot plan? �- Are there easements on the property? 40 Site Information a. Dimensions or acreage of lot ,G) b. Is this a comer lot? c. Will the grade be changed as a result of construction Yes No d. Public water or Private well Mun1�U pAv e. Sewer or Private Septic System N164 fPAV Value of all work to be performed (labor or materials) $ 2• +v1 u ,Qnl DECLARATION: 1. 1 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. 1 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_NY State 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 newt constructed facilities prior to issuance of a certificate of occupancy. i I have read and agree to the above: PRINT NAME: DATE cs+v SIGNATURE- DATE 79Y Zd FORFOR o�QE usE ONLYusE ONLY Operating Permit Issued: —Yes _No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions 2 Town of Queensbury Building&Codes Principal Structure Application July 2014 i Office Use Onlv FUEL BURNING APPLICANCE & IReceiveU CHIMNEY APPLICAT N--- I Re ID rn C LS 0 V DATE i e 50 TAX MAP ID - - MAY 0 7 Lu I ZONING d TOWN OF QUEENSBURY ��yy''��,, ''__ '�,-- 11 n� BUILDING & CODES OWNER: �{, /�L�{.k�N f i�1 CAL! PHONE/E-MAIL ADDRESS INSTALLER/BUILDER. PHONE/E-MAx ADDRESS: CONTACT PERSON FOR BUILDING& CODES COMPLIANCE: l`�1.� �! PHONE!9 BUILDING ADDRESS: P �!!�✓5 FN.�/ Aly xeniv Fuel Burning Appliance Information Wood Coal Pellet Gas Oil NOTE: ROUGH-IN & FINAL Stove INSPECTIONS ARE REQUIRED. Fireplace Insert Fireplace, Factory built" Fireplace, Masonry Furnace(Garage Only) `If Factory built provide manufacturer name: rQ(,(ACj4VnIjh:f ; model#: Listed by: Number: Chimney Information Masonry" (check one) Block rick Stone Flue Tie V Steel Size in inches Material _Double wall Triple wall —Insulated Direct Vent _Chimney Liner "If Non-masonry provide manufacturer name: model#: DECLARATION- Construction/installation must conform to NYS Fre Prevention & Building Code and/or manufacturer requirements. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow inspector's to enter premises to perform required inspections. y I have read and agree to the above: Print Name: J�"'�'r y`"'� / Date: rnAy.?o6 r Signature: Date: �7-0A5 s Town of Queensbury Building&Codes Principal Structure Application July 2014 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Z b 6- 2z xiF:) Permit No......................................Cert. 0 4 4.. 9 8 3.... -C. t -in Card..N. .o...................... ....................................... Owner.......7w-mc ........c .�-..K.'.......................................... ...... ...... Location..LZIL.IV....W,.. .... ........................... . .............. InstallationCo sisting of.73. ...,,<ew77.a ...sz. ... ..... .................................. 2, ...5 41("1 W .................... ........... .................................................................................................. InstalledBy....... ..........................................Lic.No.................................................. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment acid installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of makinXInsctions at any time, and if its rules are violated,the Company shall have th- right to � eIrlif te. Date../©. ............. INSPECTOR...................... . ........................................................... .... .................................... .... Member N.F.P.A.,I.A.E.I. COMcheck Software Version 4.0.0 15' 15 Envelope Compliance Certifi L HIM G7 2015 L Project Information Tr ', ,;. _ C4)FENSBURY Energy Code: 2014 New York Energy Conservation Construction Cre L3DES Project Title: Westbrook Phase II --"---- Location: Warren County, New York Climate Zone: Be FILE COPY Project Type: New Construction Vertical Glazing/Wall Area: 21% Construction Site: Owner/Agent Designer/Contractor. Gurney Lane&West Mountain Road Schermerhom Residential Ethan P. Hall Queensbury, NY 12804 Properties Rucinski Hall Architecture 536 Bay Road 627 Maple Ave Suite 2 Saratoga Springs, NY 12866 Queensbury,NY 12804 518-580-1905 518-798-0674 ephall@nycap.rr.com rich@schermerhomproperties.com Building Area Floor Area 1-Multifamily: Residential 49870 Additional Efficiency Package High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1-Multifamily] 16670 38.0 0.0 0.027 0.027 Exterior Wall 1:Wood-Framed,16"o.c.,[Bldg.Use 1-Multifamily] 8536 19.0 5.0 0.048 0.051 Window 1:Vinyl Frame:Double Pane with Low-E,Perf.Specs.:Product 2156 — — 0.300 0.450 ID Product Label,SHGC 0.80,PF 0.80,[Bldg.Use 1 -Multifamily](b) Door 1:Insulated Metal,Swinging,[Bldg.Use 1-Multifamily] 56 — — 0.300 0.500 Exterior Wall 2:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Multifamily] 2045 19.0 5.0 0.048 0.051 Window 2:Vinyl Frame:Double Pane with Low-E,Pert.Specs.:Product 48 — — 0.300 0.450 ID Product Label,SHGC 0.80,PF 0.80,[Bldg.Use 1 -Multifamily](b) Door 2:Insulated Metal,Swinging,[Bldg.Use 1-Multifamily] 36 — — 0.300 0.500 Exterior Wall 3:Wood-Framed,16"o.c.,[Bldg.Use 1-Multifamily] 8536 19.0 5.0 0.048 0.051 Window 3:Vinyl Frame:Double Pane with Low-E,Pert.Specs.:Product 2125 — — 0.300 0.450 ID Product Label,SHGC 0.80,PF 0.80,[Bldg.Use 1 -Multifamily](b) Door 3:Insulated Metal,Swinging,[Bldg.Use 1-Multifamily] 20 — — 0.300 0.500 Exterior Wall 4:Wood-Framed,16"o.c.,[Bldg.Use 1-Multifamily] 2045 19.0 5.0 0.048 0.051 Window 4:Vinyl Frame:Double Pane with Low-E,Perf.Specs.:Product 48 — — 0.300 0.450 ID Product label,SHGC 0.80,PF 0.80,[Bldg.Use t-Multifamily](b) Door 4:Insulated Metal,Swinging,[Bldg.Use 1-Multifamily] 36 — — 0.300 0.500 Floor 1:Slab-On-Grade:Unheated,Vertical 4 R.,[Bldg.Use 1 - 427 — 10.0 0.495 0.520 Multifamily](c) Floor 2:Slab-On-Grade:Unheated,Vertical 4 R.,[Bldg.Use 1 - 281 — 10.0 0.495 0.520 Multifamily](c) Project Title: Westbrook Phase II Report date: 0427/15 Data filename: Y:\Schermerhorn\Westbrook Senior Apts\Phase II\Westbrook Phase II.cck Page 1 of 18 Assembly Gross Area Cavity Cont. Proposed Budget U. or R-Value R-Value U-Factor Factor�a) Perimeter Floor 3:Wood-Framed,[Bldg.Use 1-Muftifamily] 120 38.0 0.0 0.026 0.033 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Envelope Design better than code Envelope Compliance Statement Compliance Statement: The proposed envelope design 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 2014 New York Energy Conservation Construe de requirements in COMcheck Version 4.0.0 and to comply with the mandatory requirements listed in the Inspec ' Ethan P.Hall-Architect 97 Name-Title Sig Date I; M * f. d ProjectTitle: Westbrook Phase 11 Report date: 0427/15 Data filename: Y:\Schermerhom\Westbrook Senior Apts\Phase II\Westbrook Phase II.cck Page 2 of 18 COMcheck Software Version 4.0.0 Interior Lighting Compliance Certificate Project Information Energy Code: 2014 New York Energy Conservation Construction Code Project Title: Westbrook Phase II Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor. Gurney Lane&West Mountain Road Schermerhorn Residential Ethan P. Hall Queensbury, NY 12804 Properties Rucinski Hall Architecture 536 Bay Road 627 Maple Ave Suite 2 Saratoga Springs, NY 12866 Queensbury, NY 12804 518-580-1905 518-798-0674 ephall@nycap.rr.com rich@schermerhornproperties.com Additional Efficiency Package High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Dormitory:Living quarters 49869 1 .10 54856 Total Allowed Watts= 54856 Proposed Interior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Dormitory:Livingguarters Compact Fluorescent 1: 1:Spiral 20W:Electronic: 1 245 24 5880 Compact Fluorescent 2:2:Spiral 15W:Electronic: 1 68 21 1428 Linear Fluorescent 1:3:48"T8 32W:Electronic: 2 14 32 448 Total Proposed Watts= 7756 Interior Lighting PASSES: Design better than code Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2014 New York Energy Conservation Construction Code requirements in COMcheck Version 4.0.0 and to comply with the mandatory requirements listed in the Inssppp�C�c/Ipn Che Ethan P. Hall-Architect Name-Title Signature Date Project Title: Westbrook Phase 11 Report date: 04/27/15 Data filename: Y:\Schermerhorn\Westbrook Senior Apts\Phase ll\Westbrook Phase Il.cck Page 3 of 18 COMcheck Software Version 4.0.0 Exterior Lighting Compliance Certificate Project Information Energy Code: 2014 New York Energy Conservation Construction Code Project Title: Westbrook Phase II Project Type: New Construction Exterior Lighting Zone 2(Residential mixed use area) Construction Site: Owner/Agent: Designer/Contractor: Gurney Lane&West Mountain Road Schermerhorn Residential Ethan P. Hall Queensbury, NY 12804 Properties Rucinski Hall Architecture 536 Bay Road 627 Maple Ave Suite 2 Saratoga Springs, NY 12866 Queensbury, NY 12804 518-580-1905 518-798-0674 ephall@nycap.rr.com rich@schermerhornproperties.com Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Entry canopy 4 ft2 0.25 Yes 1 Total Tradable Watts(a)= 1 Total Allowed Watts= 1 Total Allowed Supplemental Watts(b)= 600 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfams. Proposed Exterior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Entry canopy(4 ft2):Tradable Wattage Compact Fluorescent 1:Spiral 23W:Electronic: 1 7 32 224 Total Tradable Proposed Watts= 224 Exterior Lighting PASSES: Design better than code Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 2014 New York Energy Conservation Construction Code requirements in COMcheck Version 4.0.0 and to comply with the mandatory requirements listed in theInsp 'on Ch 1 li t �/�D/J J // Ethan P. Hall-Architect I . (�/ I W.170* Name-Title Si ature Date Project Title: Westbrook Phase II Report date: 04/27/15 Data filename: Y:\Schermerhorn\Westbrook Senior Apts\Phase II\Westbrook Phase ll.cck Page 4 of 18 COMcheck Software Version 4.0.0 Mechanical Compliance Certificate Project Information Energy Code: 2014 New York Energy Conservation Construction Code Project Title: Westbrook Phase II Location: Warren County, New York Climate Zone: Be Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor. Gurney Lane&West Mountain Road Schermerhorn Residential Ethan P. Hall Queensbury, NY 12804 Properties Rucinski Hall Architecture 536 Bay Road 627 Maple Ave Suite 2 Saratoga Springs, NY 12866 Queensbury, NY 12804 518-580-1905 518-798-0674 ephall@nycap.rr.com rich@schermerhornproperties.com Additional Efficiency Package High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Mechanical Systems List Quantity System Type&Description 1 HVAC System 1 (Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=40 kBtu/h Proposed Efficiency=93.00%Et,Required Efficiency=92.00%Et Fan System: FAN SYSTEM 11 Individual Apartment—Compliance(Motor nameplate HP method):Passes Fans: FAN 1 Supply,Constant Volume,200 CFM,0.5 motor nameplate hp Mechanical Compliance Statement Compliance Statement., The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2014 New York Energy Conservation Construction Code requirements in COMcheck Version 4.0.0 and to comply with the mandatory requirements listed in the Inspe� list. Ethan P. Hall-Architect Name-Title Signature Date Project Title: Westbrook Phase II Report date: 0427/15 Data filename: Y:\Schermerhorn\Westbrook Senior Apts\Phase II\Westbrook Phase Il.cck Page 5 of 18 COMcheck Software Version 4.0.0 Inspection Checklist Energy Code: 2014 New York Energy Conservation Construction Code Requirements: 100.0% 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. 2014 New York Plan Review Complies? Comments/Assumptions Ene C103.2 Plans and/or specifications provide all ❑Complies Requirement will be met. [PRI]' information with which compliance []Does Not can be determined for the building []Not Observable Location on plans/spec: A-1 envelope and document where exceptions to the standard are ❑Not Applicable claimed. C103.2 Plans,specifications, and/or ❑Complies Requirement will be met. [PR211 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable Location on plans/spec:A-1 determined for the mechanical systems and equipment and ❑Not Applicable document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. C103.2 Plans,specifications,and/or ❑Complies Requirement will be met. [PR411 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable Location on plans/spec:A-1 determined for the interior lighting and electrical systems and equipment ❑Not Applicable and document where exceptions to the standard are claimed.Information provided should include interior lighting power calculations,wattage of bulbs and ballasts,transformers and control devices. C103.2 Plans, specifications, and/or ❑Complies Requirement will be met. [PR811 calculations provide all Information []Does Not with which compliance can be ❑Not Observable Location on plans/spec: E-1 determined for the exterior lighting and electrical systems and equipment ❑Not Applicable and document where exceptions to the standard are claimed.Information provided should include exterior lighting power calculations,wattage of bulbs and ballasts,transformers and control devices, 0406 Plans,specifications, and/or :❑Complies Requirement will be met. [PR911 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable,'Location on plans/spec:A-1 determined for the additional energy efficiency package options. ❑Not Applicable C402.3.1 Vertical fenestration area <= 30 ❑Complies Requirement will be met. [PR1011 percent of the gross above-grade wall ❑Does Not ,area. []Not ObservableLocation on plans/spec:A-1 '. ❑Not Applicable 1 I High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Westbrook Phase II Report date: 0427/15 Data filename: Y:\Schermerhom\Westbrook Senior Apts\Phase II\Westbrook Phase Il.cck Page 6 of 18 2014 New York Plan Review Complies? Comments/Assumptions Energy 0402.3.1 Skylight area <=3 percent of the ❑Complies Requirement will be met. [PR11]1 gross roof area. ❑Does Not ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable C402.3.2. Areas with obstructions that block ❑Complies Exception:Skylights designed to exclude direct sunlight 2 direct beam sunlight on>= 1/2 of the ❑Does Not entering the occupied space by the use of fixed or automated [PR15]1 roof over the enclosed area for more Not Observable baffles. than 1,500 daytime hours per year between 8 am and 4 pm. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 1 Low impact(Tier 3) Project Title: Westbrook Phase II Report date: 04/27/15 Data filename: Y:\.Schermerhorn\Westbrook Senior Apts\Phase II\Westbrook Phase Il.cck Page 7 of 18 Section Footing/Foundation Plans Verified Field Verified Value Complies? Comments/Assumptions & Reg.11) C402.2.6 Slab edge insulation R-value. R- R- ❑Complies See the Envelope assemblies [FO3]2 ❑ Unheated ❑ Unheated ❑Does Not table for values. ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable 0303.2 Slab edge insulation installed per ❑Complies Requirement will be met. [FO4]2 manufacturer's instructions. ❑Does Not []Not Observable Location on plans/spec:A- ❑Not Applicable -:1 0402.2.6 Slab edge Insulation ft ft ❑Complies See the Envelope Assemblies [FOS]2 depth/length.Slab insulation ❑Does Not 'table for values. extending away from building is covered by pavement or>= 10 ❑Not Observable inches of soil. ❑Not Applicable C403.2.7, Exterior insulation protected ❑Complies Requirement will be met. 0408.2.8, against damage,sunlight, ❑Does Not C404.5 moisture, wind, landscaping and [FO6]1 equipment maintenance ❑Not Observable activities. ❑Not Applicable 0403.2.4. Freeze protection and snow/ice ❑Complies Exception: Requirement 5 melting system sensors for future ❑Does Not does not apply. [FO913 connection to controls. ❑Not Observable ❑Not Applicable C402.2.8 Bottom surface of floor structures ❑Complies Exception: Requirement [FO1213 incorporating radiant heating ❑Does Not does not apply. insulated to>=R-3.5. ❑Not Observable Seethe Envelope Assemblies ❑Not Applicable table for values. Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Westbrook Phase II Report date: 04/27/15 Data filename: Y:\Schermerhom\Westbrook Senior Apts\Phase II\Westbrook Phase I1.cck Page 8 of 18 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID C402.4.1, The building envelope contains a ❑Complies Requirement will be met. C402.4.2 continuous air barrier that is ❑Does Not [FR1631 sealed in an approved manner ❑Not Observable Location on plans/spec:A- and either constructed or tested 1 in an approved manner.Air ❑Not Applicable barrier penetrations are sealed in an approved manner. C402.4.3, Factory-built fenestration and ❑Complies Requirement will be met. C402.4.4 doors are labeled as meeting air ❑Does Not [FR18]3 leakage requirements. ❑Not Observable ❑Not Applicable C402.4.7 Vestibules are installed on all ❑Complies Requirement will be met. [FR1713 building entrances.Doors have ❑Does Not self-closing devices. ❑Not Observable Location on plans/spec: A- ❑NotApplicable 1 C402.3.3, Vertical fenestration U-Factor. U-_ U-_ OComplies See the Envelope Assemblies C402.3.4 El Does Not table for values. [FR8]1 ❑Not Observable :❑Not Applicable C40233 (Vertical fenestration SHGC value. SHGC:_ SHGC:_ ❑Complies See the Envelope Assemblies [FR10]1 ❑Does Not table for values. ❑Not Observable ❑Not Applicable C303.1.3 Fenestration products rated in ` -" ' ❑Complies Requirement will be met. [FR12]2 accordance with NFRC. El Does Not ❑Not Observable Location on plans/spec:A- ❑Not Applicable 1 C303.1.3 Fenestration products are ❑Complies Requirement will be met. [FR13]1 certified as to performance labels ❑Does Not or certificates provided. ❑Not Observable Location on plans/spec: A- ❑Not Applicable 1 C402.2.7 U-factor of opaque doors U-_ U-_ ❑Complies See the Envelope Assemblies [FR14]1 associated with the building ❑ Swinging ❑ Swinging ❑Does Not table for values. thermal envelope meets ❑ Nonswinging ❑ Nonswinging requirements. ❑Not Observable ❑No[Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Westbrook Phase II Report date: 0427/15 Data filename: Y:\.Schermerhom\Westbrook Senior Apts\Phase((\Westbrook Phase Il.cck Page 9 of 18 Section Mechanical Rough-In Plans Verified Field Verified & Req.ID # Inspection Value Value Complies? Comments/Assumptions C403.2.3 HVAC equipment efficiency Efficiency:_ Efficiency:_ ❑Complies See the Mechanical Systems list [ME5511 verified. ❑Does Not for values. ❑Not Observable ❑Not Applicable C402.4.5. Stair and elevator shaft vents ❑Complies Requirement will be met. 1 have motorized dampers that ❑Does Not [ME3]3 automatically close. ❑Not Observable Location on plans/spec: A- ❑NotApplicabie 1 C402.4.5. Outdoor air and exhaust systems ❑Complies Requirement will be met. 2 have motorized dampers that ❑Does Not [ME5813 automatically shut when not in Location on plans/spec: A- use and meet maximum leakage ❑Not Observable 1 rates.Check gravity dampers ❑Not Applicable where allowed. C403.2.5. Demand control ventilation ❑Complies Exception: Requirement 1 provided for spaces>500 ft2 and ❑Does Not does not apply. [ME59]1 >25 people/1000 ft2 occupant density and served by systems ❑Not Observable with air side economizer,auto ❑Not Applicable modulating outside air damper control,or design airflow>3,000 cfm. 0403.2.7 HVAC ducts and plenums R-_ R-_ ❑Complies Exception: Requirement [ME60]2 insulated.Where ducts or ❑Does Not does not apply. plenums are installed in or under []Not Observable a slab,verification may need to ❑Not Applicable e occur during Foundation pPi Inspection. C403.2.8 Thermally Ineffective panel ❑Complies Exception: Requirement [ME41]3 surfaces of sensible heating []Does Not does not apply. panels have insulation >= R-3.5. ❑Not Observable _ ❑Not Applicable 0403.2.7 Ducts and plenums sealed based ❑Complies Requirement will be met. [ME10]2 on static pressure and location. []Does Not ❑Not Observable Location on plans/spec:A- ❑Not Applicable 1 C403.2.7. Ductwork operating >3 in.water ❑Complies Requirement will be met. 1.3 column requires air leakage ❑Does Not [ME1113 testing. []Not Observable Location on plans/spec:A- ❑NotApplicable 1 0408.2.2. Air outlets and zone terminal ❑Complies Exception: Fans with fan 1 devices have means for air ❑Does Not motors of 1 hp(0.74 kW)or [ME53]3 balancing. ❑Nat Observable less. ❑Not Applicable C403.4.2 VAV fan motors>=5.0 hp to beV5D VSD ❑Complies Exception: Requirement [ME66]? driven by variable speed drive, ❑ Vane axial ❑ Vane axial ❑Does Not does not apply. have a vane-axial fan with fan fan variable pitch blades, or have C] Other ❑ Other []Not Observable controls to limit fan motor ❑Not Applicable demand. C403.2.6 Exhaust air energy recovery on ❑Complies [ME57]1 systems meeting Table 0403.2.6 ❑Does Not []Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier3) Project Title: Westbrook Phase II Report date: 04/27/15 Data filename: YASchermerhorn\Westbrook Senior Apts\Phase II\Westbrook Phase II.cck Page 10 of 18 Section Mechanical Rough-In Plans Verified Field Verified # Inspection Value Value Compliesi Comments/Assumptions & Re .ID 0403.2.11 Unenclosed spaces that are ❑Complies Exception: Requirement [ME71]2 heated use only radiant heat. ❑Does Not does not apply. ❑Not Observable ❑Not Applicable C403.3.4 Sleeping rooms in Group R-1 ❑Complies Requirement will be met. [ME76]3 occupancies are provided with ❑Does Not dedicated system to Location on plans/spec: A- automatically control HVAC ❑Not Observable 1 systems and energy consumption ❑Not Applicable during unoccupied periods. Controls are designed to raise cooling and lower heating temperature set points by at least 4°F when room is unoccupied. Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Westbrook Phase II Report date: 04/27/15 Data filename: YASchermerhorn\Westbrook Senior Apts\Phase II\Westbrook Phase ll.cck Page 11 of 18 2014 New York Rough-In Electrical Inspection Complies? Comments/Assumptions Energy 0405.2.2. '..Automatic controls to shut off all ❑Complies Requirement will be met. 1 building lighting installed in all ❑Does Not [EL22]2 buildings. []Not Observable Location on plans/spec:A-1 _ ❑Not Applicable C405.2.1. Independent lighting controls installed ❑Complies Requirement will be met. 1 per approved lighting plans and all ❑Does Not [EL23]2 manual controls readily accessible and:❑Not Observable Location on plans/spec: A-1 visible to occupants. :❑Not Applicable 0405.2.1. Lighting controls installed to uniformly ❑Complies Requirement will be met. 2 reduce the lighting load by at least ❑Does Not [EL1511 50%. ![]Not Observable Location on plans/spec:A-1 ❑Not Applicable C405.2.2. Daylight zones provided with ❑Complies 'Exception: Requirement does not apply. 3 individual controls that control the ❑Does Not (EL16]= lights independent of general area lighting. '[]Not Observable ❑Not Applicable 0405.2.3 Sleeping units have at least one ❑Complies Requirement will be met. [EL17]3 master switch at the main entry door ❑Does Not that controls wired luminaires and ❑Not Observable Location on plans/spec:A-1 switched receptacles. ❑Not Applicable C405.2.2. Occupancy sensors installed in ❑Complies Requirement will be met. 2 required spaces. ❑Does Not (EL1811 ❑Not Observable Location on plans/spec:A-1 L❑Not Applicable C405.2.2. Primary sidelighted areas are ;❑Complies Exception: Requirement does not apply. 3 equipped with required lighting ;❑Does Not [EL20]1 controls. :❑Not Observable ❑Not Applicable C405.2.2. Enclosed spaces with daylight area ❑Complies Exception: Requirement does not apply. 3 under skylights and rooftop monitors ❑Does Not (EL21]1 are equipped with required lighting controls. ❑Not Observable ❑Not Applicable C405.2.4 Automatic lighting controls for exterior ❑Complies Requirement will be met. [EL2512 lighting installed. ❑Does Not ,❑Not Observable Location on plans/spec E-1 :.[]Not Applicable 0405.2.3 Separate lighting control devices for ❑Complies Requirement will be met. (EL411 specific uses installed per approved ❑Does Not ,lighting plans. ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable C405.4 Exit signs do not exceed 5 watts per ❑Complies Requirement will be met. [EL611 face. []Does Not []Not Observable Location on plans/spec:A-1 ❑Not Applicable C405.2.3 'Additional interior lighting power ❑Complies Requirement will be met. [EI-811 allowed for special functions per the ❑Does Not approved lighting plans and is ❑Not Observable Location on plans/spec:A-1 automatically controlled and separated from general lighting. ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Westbrook Phase II Report date: 04/27/15 Data filename: YASchermerhorn\Westbrook Senior Apts\Phase II\Westbrook Phase Il.cck Page 12 of 18 1 JHigh Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Ter 3) Project Title: Westbrook Phase II Report date: 04/27/15 Data filename: Y:\Schermerhom\Westbrook Senior Apts\Phase II\Westbrook Phase Il.cck Page 13 of 18 Section Plans Verified Field Verified Insulation Inspection Value Value Compiles? Comments/Assumptions & Re .ID C402.4.1. ,All sources of air leakage in the ❑Complies Requirement will be met. 1 building thermal envelope are ❑Does Not [IN111 sealed, caulked, gasketed, ❑Not Observable Location on plans/spec: A- weather stripped or wrapped with 1 moisture vapor-permeable ❑Not Applicable wrapping material to minimize air leakage. C402.4.9 Vapor retarders on the interior ❑Complies Requirement will be met. []N18]1 side of framed walls,floors and ❑Does Not ceilings where the framed cavity ❑Not Observable Location on plans/spec: A- is not ventilated to allow 1 moisture to escape.Does not ❑Not Applicable include below-grade assemblies. C402.4.2. Roof R-value.For some ceiling R-_ R-_ ❑Complies See the Envelope Assemblies 1 .systems,verification may need to ❑ Above deck ❑ Above deck ❑Does Not table for values. [IN2]1 occur during Framing Inspection. ❑ Metal ❑ Metal ❑Not Observable ❑ Attic ❑ Attic ❑Nat Applicable C303.2 Roof insulation installed per ❑Complies Requirement will be met. [IN311 manufacturer's instructions. ❑Does Not Blown or poured loose-fill ❑Not Observable Location on plans/spec:A- insulation is Installed only where 1 the roof slope is<=3 in 12. ❑Not Applicable C303.2 Above-grade wall insulation ❑Complies Requirement will be met. [IN7]1 installed per manufacturer's - ❑Does Not instructions. []Not Observable Location on plans/spec:A- ❑Not Applicable 1 C402.2.5 Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies [IN8]2 ❑ Mass ❑ Mass ❑Does Not table for values. ❑ Steel ❑ Steel ❑Not Observable -❑ Wood ❑ Wood ❑Not Applicable C303.2 Floor insulation installed per ❑Complies Requirement will be met. [IN9]' manufacturer's instructions. ❑Does Not ❑Not Observable Location on plans/spec:A- ❑NotApplicable 1 C303.1 Building envelope insulation is ❑Complies Requirement will be met. [IN10]2 labeled with R-value or insulation ❑Does Not certificate providing R-value and other relevant data. ❑Not Observable ❑Not Applicable C303.2.1 Exterior insulation is protected ❑Complies Requirement will be met. [IN14]' from damage with a protective ❑Does Not material.Verification for exposed ❑Not Observable Location on plans/spec:A- foundation insulation may need ',1 to occur during Foundation ❑Not Applicable Inspection. C402.2.1 Insulation intended to meet the ❑Complies Exception: Requirement [IN17]3 roof insulation requirements ❑Does Not does not apply. cannot be installed on top of a ❑Not Observable suspended ceiling.Mark this requirement compliant if ❑Not Applicable (insulation is Installed accordingly. Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Ter 2) 3 1 Low Impact(Tier 3) Project Title: Westbrook Phase II Report date: 04/27/15 Data filename: YASchermerhorn\Westbrook Senior Apts\Phase IRWestbrook Phase Il.cck Page 14 of 18 1 High Impact(Tier 1) 2 Medium Impact(Ter 2) 3 Low Impact(Tier 3) Project Title: Westbrook Phase II Report date: 04/27/15 Data filename: YASchermerhom\Westbrook Senior Apts\Phase II\Westbrook Phase Il.cck Page 15 of 18 2014 New York Final Inspection Complies? Comments/Assumptions Energy C402.4.6 Weatherseals installed on all loading ❑Complies Exception: Requirement does not apply. (F13711 dock cargo doors. ❑Does Not ❑Not Observable ❑Not Applicable C403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met. 2 controlled by a thermostat control. ❑Does Not [F147]3 Minimum one humidity control device []Not Observable Location on plans/spec:A-1 per installed humidification/dehumidification '.❑Not Applicable system. 0403.2.4, ;Thermostatic controls have a 5 °F ❑Complies Requirement will be met. 2 deadband. ❑Does Not [F138]3 []Not Observable Location on plans/spec: A-1 ❑Not Applicable 0403.2.4. Temperature controls have setpoint ❑Complies Requirement will be met. 2 overlap restrictions. ❑Does Not [F120]3 []Not Observable',Location on plans/spec:A-1 ❑Not Applicable C403.2.4. Each zone equipped with setback ❑Complies Requirement will be met. 3 controls using automatic time clock or ❑Does Not [FI39]3 programmable control system. ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable 0403.2.4. Automatic Controls:Setback to 550F ❑Complies Requirement will be met. 3 (heat)and 85°F(cool);7-day clock, 2- ❑Does Not [F14013 hour occupant override, 10•hour j❑Not Observable!Location on plans/spec:A-1 backup .❑Not Applicable C408.2.5. Furnished HVAC as-built drawings ❑Complies Requirement will be met. 1 submitted within 90 days of system ❑Does Not [F1713 acceptance. []Not Observable ❑Not Applicable C303.3,C4 Furnished O&M manuals for HVAC ❑Complies Requirement will be met. 08.2.5.2 systems within 90 days of system ❑Does Not [F1813 acceptance. ❑Not Observable ❑Not Applicable C408.2.5. An air and/or hydronic system ❑Complies Requirement will be met. 3 balancing report is provided for HVAC ❑Does Not [F14311 systems. ❑Not Observable ❑Not Applicable C408.2.3. HVAC control systems have been .❑Complies Requirement will be met. 2 tested to ensure proper operation, ❑Does Not [FI1011 calibration and adjustment of controls. []Not Observable Location on plans/spec: A-1 ❑Not Applicable C402.4.8 Recessed luminaires in thermal ❑Complies 'Exception: Requirement does not apply. [F12613 envelope to limit infiltration and be IC ❑Does Not rated and labeled.Seal between Not Observable interior finish and luminaire housing. ❑Not Applicable C403.2.2 '.HVAC systems and equipment ❑Complies Requirement will be met. [FI27]3 capacity does not exceed calculated ❑Does Not loads. ❑Not Observable:Location on plans/spec:A-1 ❑Not Applicable 11 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Westbrook Phase 11 Report date: 04/27/15 Data filename: YASchermerhom\Westbrook Senior Apts\Phase 11\Westbrook Phase Il.cck Page 16 of 18 2014 New York Final Inspection Complies? Comments/Assumptions Ener 0408.2.5. Furnished as-built drawings for ❑Complies Requirement will be met. 1 electric power systems within 30 days ❑Does Not (FI16]3 of system acceptance. ❑Not Observable ❑Not Applicable 003.3,C41 Furnished O&M instructions for ❑Complies Requirement will be met. 08.2.5.2 systems and equipment to the ❑Does Not [FI1713 building owner or designated representative. []Not Observable ❑Not Applicable C405.5.2 Interior installed lamp and fixture ❑Complies See the Interior Lighting Posture schedule for values. [FI1811 lighting power is consistent with what []Does Not is shown on the approved lighting []Not Observable plans,demonstrating proposed watts are less than or equal to allowed []Not Applicable watts. C405.6.2 Exterior lighting power is consistent ❑Complies See the Exterior Lighting fixture schedule for values. [1711911 with what is shown on the approved ❑Does Not .lighting plans, demonstrating proposed watts are less than or equal ❑Not Observable to allowed watts. ❑Not Applicable C408.2.1 Commissioning plan developed by ❑Complies Requirement will be met. [F128]1 registered design professional or ❑Does Not approved agency. []Not Observable ❑Not Applicable C408.2.4 Preliminary commissioning report ❑Complies Requirement will be met. [F12911 completed and certified by registered ❑Does Not design professional or approved agency. ❑Not Observable ❑Not Applicable C408.2.5. Final commissioning report due to :❑Complies Requirement will be met. 4 building owner within 90 days of ❑Does Not [F13011 receipt of certificate of occupancy. []Not Observable I ❑Not Applicable 0408.2.3. HVAC equipment has been tested to ❑Complies Requirement will be met. 1 ensure proper operation. ❑Does Not (F13111 ❑Not Observable''Location on plans/spec:A-1 ❑Not Applicable C4083 Lighting systems have been tested to ❑Complies Requirement will be met. [FI3311 ensure proper calibration, adjustment, ❑Does Not programming,and operation. ❑Not Observable Location on plans/spec: A-1 ❑Not Applicable C408.3 Lighting systems have been tested to ❑Complies Requirement will be met. [F]48]1 ensure proper calibration, adjustment, ❑Does Not programming, and operation. ❑Not Observable Location on plans/spec: E-1 ❑Not Applicable C406 Efficient HVAC performance, efficient ❑Complies Requirement will be met. [F13411 lighting system, or on-site supply of []Does Not renewable energy consistent with ❑Not Observable:Location on plans/spec:A-1 what is shown the approved plans. ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Ter 3) Project Title: Westbrook Phase 11 Report date: 0427/15 Data filename: Y:\5chermerhorn\Westbrook Senior Apts\Phase ll\Westbrook Phase II.cck Page 17 of 18 Project Title: Westbrook Phase II Report date: 0427/15 Data filename: Y:\Schermerhorn\Westbrook Senior Apts\Phase II\Westbrook Phase ll.cck Page 18 of 18 W� 2 Foundation Inspection Report Office No.(518) 761-8256 Date Inspection request received: IL�I>RbS Queensbury Building&Code Enforcement Arrive: am/pm Depart: -1\/Jj am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials 1 A� NAME: y —S-T6 .&w PERMIT#: 1 I LOCATION: V �itL-r mlyq- INSPECT ON: x 12Q1S TYPE OF STRUCTURE: py p Comments Y N N/A Footings Piers Mono ith' lab [` Reinforce Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place V~SI k Footing Dowels or Keyway in place Foundation Dampproofing t f� Foundation Waterproofing `'' J Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: _12_,1 Q45 Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:-'' / r NAME: rrV VVVoywvs% VI tS-Vhvook J PERMIT#: LOCATION: 1260 WO$}- M�h-4- INSPECT ON: �2-a4S TYPE OF STRUCTURE: Af>\S Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for �r f providing protection from freezing "F for 48 hours following the placement of the concrete. Materials for this purpose on site. ' v Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 aril poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior __ R - R-ou - Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 - 1 10 Foundation Inspection Report Office No. (518)761-8256 Date Inspection re ues i 2�v l2QlS Queensbury Building&Code Enforcement Arrive: a Depart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: V4EST$RZO1t PHASt= jr: T#: LOCATION: 17-6D VJR.SAr PQk jW, U . INSPECTON: -1-h6A2CUS TYPE OF STRUCTURE: IS-i4 CD Iry Comments t Prt_ Y N N/A ootings J Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing rpt V m VT- for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing ✓ L�y Footing Drain Daylight or Sump 6o�T ►�� Fess Footi Drain Stone: inch width inches above footing • 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 Town of Queensbury Building i£Code Enforcement Office No.(518)761-8256 �I L Rough Plumbing I Insulation Inspection Report Inspection request received: '+A9k2ak5 _ Name: Inspected on: t o Location: MA Arrive: � %0,6, M. Permit No.: 15-Iy5 Inspector's Initials: Type of Structure: Xpt Z \ Lc\ - COMMENTS Y X NA Plumbing under slab ough Plumbing I Nail Plates Plumbing Vent I Vents in Place 1 '/inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure T st I / ent Al ead P.S.I.or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.Ifor 15 minutes Insulation/Residential Check/Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent,Attic Vent Door/Window Sealed (No Insulation) c Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape Blower Door Test Air Sealing Rough Plumbing/Insulation Inspection Report /0 u►�� Foundation Inspection Report i Office No. (518)761-8256 Date Inspection re u t re ed: ! Queensbury Building&Code Enforcement Arrive:qL11AS ep rt: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: E IT#: LOCATION: SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A ootings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. ose on ite. Foundation/Wallpour i Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 Foundation Inspection Report Office No.(518) 761-8256 Date Inspectionps. , J Queensbury Building&Code Enforcement Arrive: epart: am/ 742 Bay Rd., Queensbury,NY 128�0,f4� , 1 Inspector's InitiNAME: u�cN zo LOCATION: i� A-17 INSPECT ON: L16 TYPE OF STRUCTURE: n,. p,_H'Y�?' C;� Comments Y N N/A �( Footings Monolithic Slab Reinforcement in Place C� l The contractor is responsible for providing protection from freezing / — [ C / S for 48 hours following the placement l lO of the concrete. ��J /a�Jl rs Materials for this purpose on site. l7`� Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 Foundation Inspection Report Office No.(518)761-8256 Date Inspection e i Queensbury Building&Code Enforcement Arrive: % m Inspector's Inepart: D 742 Bay Rd.,Queensbury,NY 12804 itials. NAME: r—lfSc, RMT#: LOCATION: V 0 I— M,7INSPECT ON: TYPE OF STRUCTURE: Commeaft N I NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width + 6 inches above footing 6 mil poly for wet areas under slab aC1e611 Approv8l" Plumbing Under Slab P /Cast/Copper /Foundation Insulatio /Exterior R- t7 G Rough Grade 6 inch drop within 10 ft. U\Building&Codes Forms\Building&Codes\Inspection Fonns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: (% Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: j I I T\ / NAME: 9f ';Cboy— �>'CA PERMIT#: LOCATION: 14i S::� Vti INSPECT ON: TYPE OF STRUCTURE: Co m n Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. oundation/Wallpour 'Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproof ng Foundation Waterproofing Footing Drain Daylight or Sump U Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 R. L•\Building&Codes Forms\Building&Codes\Inspection Fonns\Foundation Inspection Report doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Z' x co" Office No. (518)761-8256 Data on st r i S Queensbury Building&Code Enforcement Arrive: per: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Luh s: NAME: T#: LOCATION: a D b1 GC i M ,7 INSPECT ON: TYPE OF STRUCTURE: Comment Y N NA Footings Piers \\ Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. oundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report i Office No. (518) 761-8256 Date InspectionET e 5 Queensbury Building&Code Enforcement Arrive: q•tomDepart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's NAME: S �C C 0 l LOCATION: 2 0 UC I $AT , (Z 6t6 INSPECT ON: L I S TYPE OF STRUCTURE: Z— Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab ackfill Approval Plumbing Under Slab E�T ��` PVC/Cast/Copper 6i)\Y\—v\ vJ L�_ _ Foundation Insulatio ten error R- \ i Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 Tuc 10 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: a /pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's InitialsA&I 1� NAME: PERMIT#: 15— LOCATION: W2Stbrom- PV-rk 11, INSPECT ON: 612 4QA5 TYPE OF STRUCTURE: moo} Comments Y N N/A � Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Qr Foundation/Wallpour �( r (� Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 -V2) Foundation Inspection Report Office No. (518)761-8256 Date Ins ection request Queensbury Building&Code Enforcement Arrive: 7 in D art:Z L Q R pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia NAME: SC-V-,,ZYVYUr1viviq P T#: ICj' 145 LOCATION: W C 91 oOk P y fog, INSPECT ON: 51'2-9 17-cAcD TYPE OF STRUCTURE: Ai�tS Comments Y N N/A 22 Footings I Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place ��1 Footing Dowels or Keyway in place IC Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 \� "Ld Foundation Inspection Report 1� Office No. (518)761-8256 Date Inspection ue a iv `��2�11 V,3D Queensbury Building&Code Enforcement Arrive: r m Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti s NAME: schIr ' — RMIT#: 4`� 11I`D LOCATION: 17Ao.4 -Ir INSPECT ON: TYPE OF STRUCTURE: Commentii Y N N/A �Ya�196 1 Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour — t�1D�-TE'c E�EJ Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofng Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Ronald Richard Rucinski Ethan Peter Hall 627 Maple Avenue ` '] Saratoga Springs NY 12866 FILE 'NitY COPY y , Voice 518 580 1905 Fax 518 584 5012 Email ronrr@nycap.rr.com ephall@nycap.rr.com Memo To: John O'Brien —Town of Queensbury—Code Enforcement Office From: Ethan Hall Date: 26 May, 2015 Re: Location of combination smoke and carbon-monoxide detectors John, I spoke with Gary Stillman on Friday regarding the location of the smoke detector and the combination smoke and carbon-monoxide detectors within the individual apartment units. According to Gary the location of these combination unit needs to be switched with the location of the smoke detector only unit on drawings E-5 & E-6. I will get the electrical engineer to update these plans and get copies over to you immediately, I understand that Dale Baldwin is trying to get the footings poured tomorrow, I hope this will suffice as a memorandum of change that will allow Dale to proceed. Please let me know if there are any questions. 1 Regard , k an P. Hall -Aqp' t&n (yhy 2 0 2015 D TOWN OF QUEENSBURY NJILDING & CODES YASchermerhorn\Westbrook Senior Aptsftase likPaperworklMcmo 26 May 2015.doc 1 RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall G 627 Maple Avenue D G 0 ` I �JG Saratoga Springs NY 12866 U Voice 518 580 1905 !�� MAY Q 7 2015 Fax 518 584 5012 Email ephall@nycap.rr.com TQWN OF 0 __IDiSB'JRY B',ilt_DING 8&BODES Transmittal To: David Hatin —Town of Queensbury—Code Enforcement Office From: Ethan Hall Date: 7 May, 2015 FILE COPY Re: Schermerhorn —Westbrook Phase II Dave, Attached please find the following for the above referenced project for building permit application; • Two (2) copies of all building plans including structural, architectural, mechanical, plumbing and electrical drawings. • Two (2) copies of the Com-Check Energy Code Compliance Certificates • Engineering calculations for the Structural portion of the project. • Contract between the applicant and Grajny Consulting for the blower door testing. • Building permit application • Fuel burning appliance & Chimney application • Building permit fee worksheet for new construction The building permit fee, once determined, will be paid by the applicant. This building is essentially a duplicate of the Mallards Landing project constructed on Willowbrook Drive and has been updated to meet the current building and energy code requirements. If there are any questions please contact our office to discuss. YASehermerhom\Westbrook Senior Apts\Phase II\Transmittal 7 May 2015-Building Permit.doc 1 GRAJNY Consulting, LLC 69 Hayden Point Loop FILE COPY Diamond Point, NY 12824 518 221-3240 04/27/15 15 - Vt r��5�I77 ``/ Mr.Rich Schenncrhom D L lei L� u Schermcrhom Real Estate Holdings D 536 Bay Road Ste.2 Queensbury,NY 12804 MAY 0 7 2015 SERVICE AGREEMENT: Westbrook Apartments-35 Units TOWN OFQUEENSBURY BUILDING & CODES This is a Service Agreement between Grajny Consulting, LLC and Mr. Rich Schermerhorn of Schermerhorn Real Estate Holdings(Customer). Scope of Services provided by Grajny Consulting, LLC: • Travel to and from the site called Westbrook Apartments located at Queensbury NY and consisting of 35 Units. • Inspection of all apartments • Blow Door Testing of all apartments • Verification of Square Footage and Volume of each apartment • Original Signed Certified Report with PE License Certification for each apartment Customer responsibilities: • Secure the access to the House to conduct the testing. • Prepare a house for testing for "winter" closed condition with all windows/doors closed and all penetrations sealed, including basement rim. • All penetrations to the attic and exterior walls, including speaker holes and electrical outlets sealed. Payment: • Customer agreed to pay the $100 for each of 9 unique units and $75 for each sampling unit, totaling $2,850 for the services provided. GRAJNY Consulting, LLC agrees to provide l understand and agree to the scope of these Services as outlined in this agreement. inspection services. I request GRAJNY Consulting, LLC to proceed with the services and agree to pay for services rendered. stag.G,ajh-y Stan Grainy, PE Customer 04/27/15 y- i(g — 9 O/S Date Date MgHAANEN ENGINEERING Sob No 16059 Sheet No. 1 of-to Subject: RHA 70k. u W P.,f+Irmo k - PNAS P t[ By NI sa Date 0�1 i3 T Loa&4 G-U-Io.libns _ 13CM1 S ASCO 3-I0 9esi9 n Load 'b� �. ?-o-F Vel I +el = I6PSP. FF=ILEOPY ® 'Fl-ook Veld .25 psP• © P-6 )P Live, Lok = zopsP p F4W-r Lee, Lo4d 9 40pfP Co-ca601-,r Pfrrs. Flew-r L. .� � IooP,�P © 5�Air urd GyriAw Live L-°ud. loo PSP. now Loud, �.�lc.Ulo�,l�: . C ASC£, q — lol round Sr�uv� �ch�c f'9 = 50i#,sF p.« Wor Snow �daj pf o, -7- Ce- Gc 1 ' 15 Ce , 1 . o P�ti f :r 5 e — G Zt ro /h `d U� ejerO3e� t (�1 OF N A.0,Y C7-.hp"�"�ncc PuCI•rr � OP I z p 1 Ce 6 . z, ea ate; =U F 3 5QSF AAOFESSIONP 254 Bay Rd - Queensbury, NY 12804- Phone:518-793-7444- Fax:518-793-7061- Email:hih@hihllc.com © HAANEN ENGINEERING lob No 1bQfY Sheet No. 2- of o Subject: QHA enc• We_rLl2MQk – Phux - 3 By ft5(r Date oA 1 13115 Coac " cz-�h3 - a G NV.S Ascc3- lo S1Oped Poop Snow L.-ex ps = CS pp UJh"-y his = 1. 0 Fay 4 : 12 S'OVC- $. Ct .0.0 ,'. 1opeA ReeP 6-,o.,, 1,01kA ? 0.t )( .35pSF 2 o2t psP 1N�v,C Load t��U:lienS ,. 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T6QL kcnce �) Aso o'sf,.-, F,,CheY Por wk- ,A'D s i 5� P-.t h»r P-I E(),L = o. 254 Bay Rd - Queensbury, NY 12804- Phone: 518-793-7444- Fax: 518-793-7061- Email: hih@hihllc.com © HAANEN ENGINEERING Job No_ 160 SY Sheet No. to of 10 Subject: RMA r-/JG wes�—kg)k P6A5e —TI By ( �k Date O qP 16 I1 ,c1 �NA., (�'I O"IL 6u,t SVeo.Y ' MykY \J MeS D"*c�ov% _ 43 ,6 9 I 3 4..2 k,eis $6.6 k. p UA�nd (3a S e Slnaav I�v�i}tid� 'G��e.ch� ,rs 0,6 n 1 4s.5 Se 1 5h f t, ba sr g lNecky i h ba 11 Ch re�h'o n n 0. = 43. 41� i'Ps. 7 d `6.5 tc,"ps < go. 6 k"4p He�1CC+ , Wlh � L,qovrrvs In klUYl)vCMC W� � � � •-et.4-�evl SeI's rriic �ovcrn� Ih fh-A W rc1 ,yv-c vq,(i 254 Bay Rd - Queensbury, NY 12804- Phone:518-793-7444- Fax:518-793-7061 - Email: hjh@hihllc.com CONSTRUCTION TECHNOLOGY �r�� tr-�� ,/, INSPECTION & TESTING DIVISION, P.D.&T.S., INC. D LS C LSn 0 V L 4 William Street,Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 26 2015 TOWN OF QUEENSBURY May 20,2015 R:IILDING & CODES TOWN OF QUEENSBURY BUILDING DEPARTMENT 742 Bay Road Kc— OPY Queensbury,New York. 12804 Att'n: Building Code Enforcement Officials Re: WESTBROOK SENIOR HOUSING: PHASE II: GURNEY LANE,QUEENSBURY,NY. Construction Materials Inspection and Testing Services Greetings, Per the request,Mr. Darren VavDerWarker, Schermerhom Construction, Inc., we are pleased to inform you CONSTRUCTION TECHNOLOGY has been retained to provide the construction materials inspection and testing services required of the referenced project including but not limited to: Soil compaction,portland cement concrete inspection and testing. As such, we would like a moment to introduce our organization. CONSTRUCTION TECHNOLOGY is the construction materials inspection division of Product Development&Technical Services,Inc. Since our 1984 incorporation in New York State, we have been devoted to providing the highest standards of on time field inspection, testing and laboratory support to the construction industry. Our desire is a QC/QA involvement with projects committed to timely completion while satisfying the quality controls and assurances necessary to support today's strict design criteria. All too often materials inspections are viewed as a necessary evil or a requirement to be overlooked. Many times the laboratory brings this attitude on itself because of less than fully qualified personnel,tardy response time or uncompromising attitudes of technicians. Given the opportunity, we are confident we can provide the services that reflect our strong desire to be an asset to the construction process. Our facility and field technical force is supported by state of the art test equipment,including nuclear soil/asphalt density test equipment, automatic soil moistureldensity (Proctor) apparatus, temperature/humidity controlled curing environments for concrete specimens, and all other necessary equipment to satisfy the requirements of the American Society for Testing and Materials (ASTM) standards C-1077 and E-329 as they relate to a commercial inspection agency. CONSTRUCTION TECHNOLOGY has submitted to outside auditing by having our personnel, equipment,facility and quality assurance plan evaluated by the Cement and Concrete Reference Laboratory (CCRL) of the National Standards Institute. A copy of the CCRLINSI audit and finding is available upon request. May 20, 2015 TOWN OF QUEENSBURY BUILDING DEPARTMENT Re: WESTBROOK SENIOR HOUSING:PHASE II: GURNEY LANE, QUEENSBURY,NY. Construction Materials Inspection and Testing Services Our staff ranges from consultant Professional Engineers, hydrologists and geologists to field technicians and materials inspectors with technical backgrounds of educational degrees and/or substantiated experience in a construction oriented discipline. Field inspectors also possess a combination of the following certifications: * Certification at various levels (AET-I through SET-IV) by the National Institute for Certification in the Engineering Technologies (NICET). *American Concrete Institute (ACI) Grade I Concrete Inspector. * American Concrete Institute (ACI) Certified Concrete Construction Special Inspector. * North East Transportation Training &Certification Program (NETTCP). Certified Soil and Aggregate Inspector *Troxler Nuclear Gauge Training Program for Radiation Safety Officers and Field Operators. * NYSDoT Certified Asphalt Density Inspector. *J&L Testing, Inc. Certification Program for Sanitary Landfill Inspectors. *J&L Testing, Inc. Certification Program for Quality Control and Inspection of Geosynthetic Systems for Use in Solid and Hazardous Waste Disposal Facilities. In addition to particular qualifications, field inspectors are familiar with all phases of construction materials testing and inspection including soils, concrete,reinforcement, masonry, structural steel, fireproofing and roof installation. This generally alleviates the need and expense of employing more than one inspector on a particular project. CONSTRUCTION TECHNOLOGY currently has the capabilities to provide inspection and testing services relating to many construction concerns including but not limited to: subsurface drilling and investigation, soils placement and compaction, foundation design recommendations,portland cement concrete,unit masonry, mortars, grouts,bituminous concrete, structural steel and fireproofing, as well as all associated laboratory services. In general, all forms of materials testing and inspection services, as they relate to the construction industry,may be obtained through CONSTRUCTION TECHNOLOGY. We appreciate your interest in our firm and our line of work. We look forward to completing the construction materials inspection, testing and laboratory requirements of the WESTBROOK SENIOR HOUSING: QUEENSBURY,NY. If there are any questions, or when we may be of assistance,please contact this office immediately. Respectfully, CONSTRUCTION TECHNOLOGY ��w 3" Tom Joslin, S.E.T., (NICET) Manager Technical Services A MiTek' CC--(-)Lnz(o[a-CVs MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Re: 150538 SCHERMERHORN WESTBROOK II LOW ROOFS `ffc truss drawing(s)referenced below have been prepared by Mitek USA,Inc. under my direct supervision based on the parameters provided by Premium Building Components, Inc.. Pages or sheets covered by this seal: T9527918 thru T9527921 My license renewal date for the state of New York is June 30.201?. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. S�V7f RJELLryS cp a '.re • '1� 2 September 22,2016 Albani.Thomas IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSMI 1.These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek. Any project specific information included is for MiTek's customer's file reference purpose only,and was not taken into account in the preparation of these designs.MiTek has not independently verified the applicability of the design parameters or the designs for any particular building.Before use,the building designer should verify applicability of the design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. ob Traes, Thee Typey SCHERMERHORNV 111ROOK II LOW ROOFS T9527916 150530 M2 x Half Hip 1 1 JG Premum Buildup Components,sadden Spa.NY 12020 7.840 s Apr 222010 MBek Industries.Inc Thu Sept 16:13:402016 Pagpeel ID:IASOX591 uHmm1K7A1517kzNUGH-ZyoMXMyLI6fgl410yhegl mm2rrnLxEL-14FHyb2_9 41t0a 4-M i6d4-0 I 9�dA 0.10-8 435 Repair Need to stub right end of truss 1-0.0. Scale=1:15.2 -Install 2x4 SPF No.2 member(+),cut to fol tight -Attach 3/4"plywood or OSB gusset(23/32"Rated Sheathing 4824 Exp 1) -- 1440 to EACH face of Wss with Bol(0.131"x 2.5")nails as follows: 2x4-31ows,2x6 and larger-4 rows:at 4"o.c,into all covered members. Nails to be driven from both faces.Stagger spacing from front to back face for a net 2"o.c.spacing in the Wss.Use 2"member end distance. Sea =D l -Cul and remove portion of truss;shown dashed. Lumber and connector plates to be cut ------- cleanly and accurately. Remaining plates must be intact and fully embedded after cutting. ! I J 3X4 II C 3.50 12 \ \ I I H G \ \ I 1 � I I e \ I 1 11 A 3 d = J LY F y®= E (+) 4.35 6.11.0 7.11.0 4, 27 -0-0 Plate Offsets(K)0- IB-0A13 Edge] m 0-0.16 0-2-1],-[E-E9kW 0-2.01 tF-0-3-8 0-1!m LOADING (pat) SPACING- 2-0-0 CSI. DEFL in (roc) Vdefl Lid PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.06 B-F >999 360 MT20 1971144 Sr =50) TCDL x7w 10.0 Lumber DOL 1.15 BC 0.60 Ved(TL) -0.09 S-F >931 240 TCDL 1 BCLL 00 Rep StraussIBC206 YES (Ma 0.19 HOMWin(TL) 0.00 E Na 40 da BCDI 10.0 Code IBC2006arP12002 (Mebix) Wind(LL) 0.00 F >999 240 Weight 241b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF N0.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF N0.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SPF No.2 Marek recommends that Stabif¢ers and required Ross bracing be installed during truss election,in accordance with Stebilimr Installation ouide. REACTIONS. (ib/size) 8=46210-3-0,E=36810.1-8 Max Hors B=51(LC 5) Max Uplift 8=39(LC 5),E-24(LC 5) Max Gr4v B=488(LC 2),E=425(LC 2) FORCES. 0b)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown TOP CHORD B-G=-676/1,G-H=621/1,G-H=611/6,41=676124.0.1=623/29 BOTCHORD B-J=31/598,F-J=31/598 WEBS 0-F=41(785,C-F=414/61,D-E=403/29 NOTES- 1)Wind:ASCE 7-05;90mph;TCDL=4.Opsf BCDL=4.0psf;h=20R;Cat.II;Exp B;enclosed;MWFRS(los-rise);cantilever left and fight exposed;end vertical left and fight exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;PP:50.0 pat(ground snow);Pf=35.0 ps((Oat rod snow);Category II;Exp B;Partially Exp.:Ct=1 ,_0¢ NES, 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min rod live load of 20.0 psf or 2.00 times flat rod load of 35.0 psf on overhangs nanconcunent with other live loads. ,(p 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ak • - 0 7)Bearing at joint(s)E considers parallel to grain value using ANSVTPI 1 anformula.single to grain foula. Building designer should verily T - capacity dheading surface. 8)Provide mechanical connection(by others)of truss to bearing plate at joirlt(s)E. ,p;,` _ t 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 lb uplift at joint B and 24 Ib uplift at joint E. _ 10)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. p0- 11)This truss has been designed for a moving concentrated load of 250.0161ive located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nornxmcorrent with any other live loads. 12)"Semi-figid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. September 22,2016 AL WARNING-VarXy Umlyn pmamehrs amIREAD NOTES ON THISANO INCLUDEDMITENREFERENCE PAGEW7+$car.104011 BEFORE USE Design veld er use only with MTeM connectors.This deal,Is Eased only upon parameters same.ant is an an Indkidual Collies,component,nal a truss system.W.use,Ne basins designer must ve ff,the applkadfny of design par4meen and Messy McoPon a ads design We the overall psing deeyn.Brasng income is to prevent bumirp M lydlvlduel Wss was anwor chord member only.Additional emporay and permanent bmcing Li fik isalways maims for staENty and to Prevent whipsawah poswEb personal Injury and pmpery dam p. Forgeneral9uldenco opimc,the ��0� Wedyen.nneado.dodlable tlenandbmdnpo e.218N. Waegt haee pNSVIPI1OuaINy Cfledq DSBiBaM BCSI Building Comporrent 6964 Pawn 386101W. eMary IMormatlon avadeble M1Em Tmu Plate InagErte.210 N.Lee Street,Rude 312,AbxerMlla.VA 22314. Tempe,FL 38810 N8a Truss Type Ply SCHERMERHORN WESTBROpK II LOy/ROOFS 1952]919 I5p536 Mzbx Has Hit, t t JG Premium BW16W ConaoneMs,BelMon Spa,NY 12020 7.610 s Ppr222016 MRek IMUWIes,Inc Tliu Sep221637182016 P. t ID:IA50X5sl uHmmtK?Al5j71¢NUGH-mD7e3pega30/9AFChrVcsmg4AMIMOj9gdM Wyb1 dr - aloes I 411.0 a41.n i 7.11.0 610.8 411-0 2-0-0 1-0.0 � Repair:Need to stub right end of truss 1-0-0. Scale=1:15 s -Install 2x4 SPF No.2 members I-),cut to fn fight -Attach 3/4"plywood or OSB gusset(23/32"Rated Sheathing 4824 Exp 1) to EACH face of truss with Sd(0.131"x 2.5")nails as follows: - 2x4-3 rows,2x6 and larger-4 tows:at 4"o.c.into all covered members. Nails to be driven from both faces.Stagger spacing from front to back face 14 - for a net 2"o.c.spacing in the buss.Use 2"member end distance. -Cut and remove portion of truss shown dashed. Lumber and connector plates to be cut C I D cleanly and accurately. Remaining plates must be intact and fully embedded after cutting. - -� I 3.50112 H \ \\ \ \ 1 I J I A -- l 3xB - J G F E 1.4 II 411-0 6-11.0 7-11-0 411-0 2-00 Plate offsets(x Y)- IBD-2-1 Edoet LOADING (cast) SPACING- 2-0-0 CSI. DEFL in poo) Vdefl Lid PLATES GRIP TCLL 35.0(GrouPlate Grip DOL 1.15 TC 0.91 Vert(LL) -0.08 B-G >999 360 MT20 197/144 TCDD 10)0.0 xl Snow=-50.0) Lumber DOL 1.15 BC 0.62 Vert(TL) -0.11 B-G >750 240 CLL 1 D 1 .0 Rep Stress Inns YES WE 0.09 Florz(TL) 0.00 E n/a We BCLL 0.0 Code IBC2006rrP12002 (Mahtx) Wind(LL) 0.00 G >999 240 Weight:23 lb FT=20% LUMBER- BRACEI TOP CHORD 2x4 SPF 165OF 1.5E'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc ounini C-D:2x4 SPF No.2 except BOT CHORD 2x4 SPF No.2 2-0-0 oc puffins:C-D. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. I MTek recommends that Stabilizers and required cross I REACTIONS. ptisize) B=458/63-0,E=362/0-1-8bradng he installed during truss erection,in accordance with Max Hoe B=39(LC 5) Stabilizer Installation auide wax Uchft B=-42(_C 5),E=21(LC 5) wax Grav 8=854fLC 11),E=448(LC 11) FORCES. (lb)-Max.Comp.fMax.Ten.-Aft forces 250(lb)or less except when shown. TOP CHORD B-H=626/0,C-H=514/0 BOT CHORD 8-J=4/492,GJ=4/492.F-G=-W488.E-F=9f40s WEBS C-G=0/309,6E=-611/11.D-E=269/13 NOTES 1)Wind:ASCE 7-05;90mph;TCDL=4.Opsf;BCDL=4.Opsf,h=200;Cat.It;Exp B;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and fight exposed;Lumber DOL-1.60 plate grip DOL=1.60 2)TCLL ASCE 7-05;Pg=50.0 Pat(ground snow);PI-35.0 psf(Oat roof snow);Category II;Exp B;Partially Exp.;Ct=1. Lu=280-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 par or 200 times flat roof load of 35.0 pat on overhangs �� nona -conrtem with other live loads. 5)Provide adequate drainage to prevent water ponding. 4 A ®� 6)This truss has been designed for a 10.0 par bottom chord live load nommno ment with any other live loads. 7)Bearing at joirlt(s)E considers parallel to grain value using ANSITPI 1 angle to grain formula. Building designer should verify Co .r i capacity of bearing surface. ea 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)E. 9)Provide mechanical connection(by others)of truss to beading plate capable of withstanding 42 Ib uplift at joint B and 21 Ib uplift 'r _ at'joint E. f ,a 1oi ,.,- L -.: 2 LIN 10)This buss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard i -4-= ANSVTPI 1. 4P I 11)This truss has been designed for a moving concentrated load of 250.0I1b live located at all mid panels and it all panel points along the Top Chord and Bottom Chord,nonconcument with any other live loads. 12)"Semi-rigid pitchbreaks with fixed heels"Member and fixity model was used in the analysis and design of this truss. IE'SS70°" 13) Graphical pudin representation does not depict the size or the orientation of the Pullin along the top and/or bottom chord. September 22,2016 WARNING-WNy OeNgn(p2mrte.a N NGTE50NTMa ANDINCLUa M7EKNEr£NENCEPAGEM-7473..raDYEal5B EUSE. a aegn chem.uR Ony eNI MTNL ronretlas.TM the i5 CaaeO Md,of design commitment o mit Uwwn.arg s(w O l Mnale this dsain into the i,xal a Busssymem.Bergeuse,thbuWw4em bmum vedymeapali ss b.ascanp mmrte pmpeM inCvmorme]his,andbooanentimm burping 4asgn. Breang n4zme4 b b prewm buGlia MiMivitluai lmss web enWorcnor41Mmbels��ry.A4dilipnal temporery end ing th.eM Orating ' Iv aMaYs requxedMmeblKy en4lp prevent mWpsa•iN poaNble personal lnlmY ant OloW4Y 4amape.Quality CdamuWenoerepndi BCCI Below Internment ilmsI oune,21 mMeeusymems, 31 Alexandra, VA 11 Omlxy Cdbda,DBBa9 and SCSI Building Component Ta04Paha Pap BIM. eatery Informmlpn available from Those Plate InsIXNe,216 N.Lee Blrem,Aube 912,Abxandde,VA 22314. Tempa,FL 96610 N48 Trues Types Gly SCHFAMERlIDRN VsEMT&tOOK II LOW ROOFS lJob1952]920 130536 M2GX 11W Hry Gdder 1 1 I Job RefihnArdM,footionall JG Prsmlem Bakuh,Comp ergine,Blandon Sial W 12020 7.640 a T 222016 MTO InAlusbba,Inc Thu Se 22152511 2016 2%1 ID:4450%5s1uHmmIK7A15j7kzNUGH-VMD UDgfohGBRRAUagrrQIYZV IMBMN%GXY3gM9yb1 pC .wee 2a1 .o ( sane I- Ta1m o-tae z-11-o 400 100 Repair Need to stub light end of truss 1-0-0. Scale=1:15 3 -Install 2x6 SPF No.2 member(+),cut to fn tight -mach 3/4"olvwood or OSB qussel(23/32"Rated Sheathing 48/24 Exp 11 o EACH face of truss with 8d(0.131"x 2.5")nads as follows: 2x4-3 rows,2x6 and larger-4 rows:at 4"o.c.into all covered members. Nails to be driven from both faces.Stagger spacing from front to back face for a net 2"o.c.spacing in the truss.Use 2"member end distance. -Cut and remove portion of truss shown dashed. Lumber and connector plates to be cut cleanly and accurately. Remaining plates must be intact and fully embedded after cutting. 4x4 = 3.50 112 G l J D _ l B ____T_-1 G I 1 A I ____4_ 3x6- K F L M N E -� J 10 II (+) z.11-0 3-los 0.1 �0u Plat Offsets IXY)t- fM0.2.1 Edael fC,0.2.20-2.21 LOADING (psi) SPACING- 2-0-0 CSI. DEFL in Qac) Man Lid PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.53 VeA(LL) -0.06 E-F >999 360 MT20 197/744 (Ground Snow--50.0) Lumber DOL 1.15 BC 0.70 Ved(TL) -0.10 E-F >800 240 TCDL 10.0 Rep Stress Ircr NO WE 0.32 HOr4(TL) 0.01 E n/a Na BCLL 0.0 Cotte IBC2006RPI2002 (Matrix) Wind(LL) 0.01 F >999 240 Weight+23 lb FT=20% B 10.0 +'EMBER- BRACING- -i0P CHORD 2x4 SPF No.2'ExmoP TOP CHORD Structural wood sheathing directly applied or6-0-0oc pudins, C-D:2x4 SPF 165OF 1.5E except BOT CHORD 2x4 SPF No.2 2-40 oc pudins:C-D. WEBS 2x4 SPF No.2'ExcepV BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. 0.E:2x6 SPF No.2 I Mrrek recommends that Stabilizers and required cross I bracing be installed during truss erection,in accordance with I Stabilizer Installation gldide REACTIONS. Ablsizel B=477143-0.E=40610-1.8 Max Hoa B=27(LC 3- Max Uplift B=4S(LC 3),E=17(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All fomes 250(Ib)or less except when shown. TOP CHORD B-H=7707.C-11=736/13,GI=171457,IJ=17/457,DJ=17/457 BOT CHORD B-K=IW701,F-K=-19/701,F-L=251692.L-M=25/692,M-14=251692,E-N=251692 WEBS C-F=0/312,6G=1161/43,E-G=-355!33,D-G=293127 NOTES- 1)Wed:ASCE 7-05;90ol TCDL=4.Opsf;BCDL=4.Opsf;h=20R;Cat.II;Exp B;enclosed:MWFRS(how-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 lJ� 2)TCLL ASCE 7-05;Pg-50.0 pat(ground snow);Pf-35.0 psf(flet rod snow);Category II;Exp B;Partially Exp.;Ct=1, Lu=280-0-0 3)This truss has been designed for greater of min roof live two of 20.0 psi or 2.00 times gat roof load of 35.0 psi on overhangs 2` - nonconcuDent with other live loads. • ~ `''e ' 4) Provide adequate drainage to prevent water ponding. Ir 5)The Fabrication Tolerance at joint C=10% CD _ 1 wIJ 6)This truss has been designed for a 10.0 pat bottom chord live load noncencu ent with any other live loads. v¢, l 0B' 7)Bearing at joint(s)E considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verity 4a capacity d hearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)E 9)Provide mechanical connection(by others)of truss to hearing g plate capable of withstanding 45 Ib uplift at joint B and 17 Ib uplift at joint E. 10) WA September 22,2016 AL WARNING-VwNy deslys parsmerers anal NerEM ON THWANDINCLUDED affr RN EENENCEPAGE 01-703 nw.104102059EFONE USE oesvn Witt hor use so,whir MRtlasconnetlers.The,MA,,is based only upon p ronaders shown,and Is car an indwidual buildbg cmnpone,not a Man syl Gone use,rhe building designer must verify Ne apprxabiay d oogn p ronelers0.M penally incoryonne this design hdotheowwa9 therendeagn.B2angi icamdlswpmMntb,xkliM&FS wr WsswMaWorc membeao".Additional l¢mpaary and permammldatlrp b aWaya mquaed M9aeilily0.M 1p p,evenl mlbPse w9h lmsNbm perianal lnlury 0.M prgparly demapa. For general guidance regarding the lebiralbi,maa9e,delivery,erenlon and braung oI Wsaes 0.M lrvss symemq see Arrs01p11 Dualhy Means,060-09 and BCS]BOOM complement 6904 PentEMM Wvd a."later rrulWn available Ir¢m Truss Pare Insidule,218 N.Lee Mans, tyl Se 312,AI®rMde.VA 22314, Tampa.FL 39510 AobNee rias ypaSCHERMERHORNN 5TBROOKIILONIROOF3 TB52]920 150538 M2CX HW Hip ciNer 1 1 Jeb Reference(gnaorwll NUOFAYMa U afohO IRRAUagbe Tim Seo2218:25212018 Pepe2 21450X5s1uHmmIK7Al5i71¢NUOF4VMaoUDatohOBRRAUapm01V2W6dzIXNXOXY3pM9ybipC NOTES. 11)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and leve enced standard ANSrnal 1. 121 Trds rout has been deaigrred for a moving mncemrelea load oI zbu.um ure lolarea at all rola panels am at one W.our W'^. along the Top Chord and Bottom Chord.nonconcuaent with any other live loads 13)"Semi-dgid pfichbreaks with fixed heels"Member end fixity model vies used in the analysis and design of this brings 14) Graphics!pur m representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 15) Hanger(s)or other connection devices)shall be provided sufficient to support concentrated load(s)16 Ib down and 11 It,up at 2-11-0,and 16 Ib down and 11 Ib up at 514,and 15 to down and 11 Ib up at 6-8-4 on top chord,and 15 lb down at 3-1-4,and 15 Ib down at 5-141,and 15 lb down at 6-6-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 16) In the LOAD CASE(S)section,loads applied to the faro of the trues are noted as front(F)or back(B). LOADCASE(S) Standard 1)Del Snow(balanced):Lumber Increase=1.15.Plate Increase=1.15 Uniform Loads(ptt) Vert:A-C=90,C-13=90.B-E=20 Concentrated Loads(Ib) Vert:13=16(1`)C=16(1`)E=7(F)J=16(F)L=7(F)N=7(F) wABN/NO-Versydal premerers aMftFAD NDTES ON Tau ANDINCLUDEDMIEKaEEERENCEPAG W-703 on,1p9 05 BEFORE USE Design wast far use only wish Kernels cone oom Thu design is based only upon l a2melem shown,and is her an individual building component,nal a truss rydem.Before use,the building designer must early,the applicability of dewgn paramMars and partially h eaMorate mis design one the overall building design.Braving/Misled is to powers Wasting of indlvstual truss web anwwr aM1md members any.Additional temporary and permanent braiding Mf L' Is always required for stability and to prevmd colNpse with,onwbk personal Injury and property damage. Forgeneal gulWnce regaNing tM ��l�1VIL mlm,,.hon,sample delivery,aoGlan and bradrig or Wase.and tmu systems,eine ANtmPH county odaeM.058-08 and SCSI Begun,Component 6905 Parke Eew BIM. Safaty li formation ewsebk Nom Tmu Plate lnwauM,218 N.Lw Safest.Suds 512,aevroM,VA Y1914. Tampa.FL 38810 m16sTrusts Type IIPII SCMERMERHORN NE5IBROOK II LOW ROOFS 29527921 130538 M2-X Monaptldh 1 Jab Reference,("boron JG >mnium BuRdng Cmnpenets,Session Site,NY 12MO 7.640 s npr 222016 Mrek Industries,Inc.This 5. 2218:53:502016 Pepe t ,D:IA50X5sluHmmtK7A15I11¢NUGH-98LtAbWFJnkiz4JxB5wnQmdleXDPSL2zWxYb"l V .4168 69-5 6'1'1.0 LX 0.140 435 2-7-11 1-0-0 Repair:Need to stub night end of truss 1-0-0. Scale 1:15.3 -Install 2x4 SPF No.2 members(+),cut to fit tight -Attach 3/4'plywood or OSB gusset(23/32 Rated Sheathing 4824 Exp 1) to EACH face of truss with Bd(0.131'x 2.5'nails as follows: _ 114 2x4-3 mess,2x6 and larger-4 rows:at 4'o.c.into all covered members. Nails to be driven from both faces.Stagger spacing from front to back face far a net 2"o.c.spacing in the truss.Use 2"member end distance. -Cul and remove portion of truss shown dashed. Lumber and connector plates to be cd D cleanly and accurately. Remaining plates must be intact and fully embedded after Cutting. J 3.50 12 3x1 I I I I I I I H s I I I I \ I I I I A U _ .k.. . J_IJ - K G F E 2TA II (+) 436 6-11-0 4-M 2-7-11 1.60 Plate OOse%IX Y7- 18'0.2.13 Edgal LOADING (Psf) SPACING- 2-0-0 CSI. DEFL in (IDC) Udell L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Ved(LL) -0.06 B-G >999 360 MT20 197/144 (Ground Snwr-50.0) Lumber DOL 1.15 BC 0.59 Vert(TL) -0.08 BCG >919 240 TCDL 10.0 Rep Stress Incr, YES W 3 0.10 Harz(TL) 0.01 E 0.0 Na Na BCLL 0.0 Cade IBC2006RPI2002 (Matrix) Wind(LL) 0.00 G >999 240 Weight:2416 FT=20% acDL 1 LUMBER- BRACING- TOPCHORD 2x4 SPF No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0oc purlins. BOT CHORD 2x4 SPF N0.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 cc bracing. WEBS 2x4 SPF N0.2 I M7ek recommends that Stabilizers and required Cross bracing be installed during truss erection,in accordance with SYabifzer In natio nude '=ACTIONS. (IWsize) B=448/0-30,E=368/0-1-8 Max Hoa B=51(LC 5) Max Uplift B=39(LC 5),E=26(LC 5) Max Grav,B=471(LC 2),E=425(LC 2) FORCES. (Io)-Max.Comp.IMax. I an.-As rorces 2DU(Ip)or Tess except when slow,,. TOP CHORD B-H=-621/0,H4h567/0,C-1=558/3 BOT CHORD &K=281546,G-K=281546.F-G=28/546,E-F=29/547 WEBS G-E=-625/34,C-G=0/290,D-E=279/32 NOTES- 1)Wind:ASCE 7-05;90mph;TCDL=4.Opsf;BCDL=4.Opsf;h=2011;Cat.II;Exp B;enclosed:MWFRS fico-rise):cantilever leg and right exposed;end vertical left and fight exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLIL ASCE 7-05;Pg-50.0 Pat(ground snow);Pf=35.0 p9(Oat rod snow);Category II;Exp B;Partially Exp.;Ct--1 � �E� 3)Unbalanced snow foods have been Considered far this design. 4)This truss has been designed for greater of min rod live load of 20.0 par or 2.00 times flat rod load of 35.0 par on overhangs nonconcerem wth other live loads. 5)This truss has been designed for a 10.0 par bottom chord live bad nonconcurem with any other live loads. 6)Bearing at joints)E Considers parallel to grain value using ANSI7rPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. _ 7)Provide mechanical Connection(by others)of truss to bearing plate at joint(s)E. - 8)Provide mechanical connection(by others)of trues to bearing plate Capable of withstanding 39 lb uplift at joint B and 2616 upliftday at joint E. _z 9)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSUTPI 1. ®�0?."J r ,k �2 10)This truss has been designed fora moving concentrated load of 250.016live located at all mid panels and at all panel points along the Top Chord and Bottom Chord.non xoncurrent wth any other live loads. 11)"Sernkfigid ptchbreaks with fixed heels Member and fully model was used in the analysis and design of this truss. September 22,2016 m WARNING-Will),does, aramefear antl READ NDTES ON THIS AND INCLUDED arIEK REE ENCE PAGE Ast-]frJ m.10112015 BEE01RE USE. Design am for use crit,wird esteem Connectors,This design Is based ant,upon parameters shown.and Is for an In(ideal building Component,not a the,system.Before use,the building designer mut verify the applicability ofdesign parenwters art pmpeM Inmrparme this design he the owned bulkled,designaredng indicted is to shoved butting or indiatel truss was andlor trot members unit.Merent lemporery and penneent bracing 1�L Is earths required for stebifity and to prewt Whereatwin caw rom national miury ropeM and pdamage. Forgenaml guidtge reptdmg the str'AS ACR fabMA n,tomge,dehwry,aredlon art bratlnp of Wase.end ttss systems.sea ANSI 10utlty Cd ,03"9 and SC i Building Cempomnt sew parte Eat BIW. Bslaty Irxomratlon ewilabN from Tmu Pits Insshute,216 N.W 6Uet.6use 312.PhxeMta,VA22314. Tampa,FL 341510 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3y" Center plate on joint unless z,y 8u4-0 dimensions shown in h-in-sixteenths Failure to Follow Could Cause Property -01F ° offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths.sdeoftr Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or x-bracing,is always required. see SCSI. r, - d 01-3 2. Truss bracing must be designed by an engineer.For O'y18 wide truss spacing,individual lateral braces themselves O WEBS Sir 4 may require bracing,or alternative Tor I OY ys t p� bracing should be considered. O 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. p4. Provide copies of this truss design to the building For 4 x 2 orientation,locate esigner,erection supervisor,property owner and plates 0- ',,it'from outside BOTTOM CHORDS all other interested parties, edge of truss. 8 7 6 5 S. Cut members to bear tightly against each other. 6. Placa plates an each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots In AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7, Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSIrFPI 1. Plate location details available In MiTek 20120 NUMBERSILETTERS. software or upon request S. Unless t exceed noted,moisture content. lumber Mall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber Is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation location dimensions indicated are minimum platingng r requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and w Y in all respects,equal to baiter than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless Otherwise Shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rel on lumber values 14.Bottom chords require lateral bracing at 10 n.spacing, 9 y or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 18.Do not wt or alter truss member or plate without prior (supports)occur. Icons vary but ®2012 MTek®All Rights Reserved approval of an engineer. reaction section indicates joint _ number where bearings occur, V.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. fl, 18.Use of green or treated lumber may poseunacceptablewit environmental,health or performance risks.s.Consult with Industry Standards: project engineer before use. ANSIfFPIt: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, Welk * 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSIrTP11 Duality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference St1ee1:MII-7473 rev.1010312015 GC_-C)wz�)t -W 5_ RAJNY Consulfing, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 [. 0IE a W IE 08/26/2017 f Mr. Rich Schermerhorn AUG 2 8 2012 ' g Schermerhorn Real Estate Holdings 536 Bay Road Ste. 2 & ,r= � � vVN,C f- nQUEC�9_O"%1R � Queensbury,NY 12804 8L!!!_0 NI- ;', C0- _DES Inspection Address: 1264_201 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261712 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting,LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"A"= 1,022SF - Volume of the apartment=9,198 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=521 CFM - ACH50,Actual Changes per Hour at 50 Pascal=521X60/9,198=3.4<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Stave Graj" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Tested Unit P.AJNY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 1264_202 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261713 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"C"= 1,056SF - Volume of the apartment=9,504 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=442 CFM - ACH50,Actual Changes per Hour at 50 Pascal=442X60/9,504=2.8<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfa v 6;ra j" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Tested Unit 10% �RAJNY Gonsulfing, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 1264_203 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261714 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting,LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"A"= 1,022SF - Volume of the apartment=9,198 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=590 CFM - ACH50,Actual Changes per Hour at 50 Pascal=590X60/9,198=3.8<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfa*v Gra j" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Sampled Unit GRAJNY konsulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste. 2 Queensbury,NY 12804 Inspection Address: 1264_204 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261715 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"D"= 1,042SF - Volume of the apartment=9,378 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=570 CFM - ACH50,Actual Changes per Hour at 50 Pascal=570X60/9,378=3.6<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- 1%,calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, S¢a.K.6j ra j" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Sampled Unit R� RAJNY onsulfing, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 1264_205 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261716 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"A"= 1,022SF - Volume of the apartment=9,198 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=531 CFM - ACH50,Actual Changes per Hour at 50 Pascal=531X60/9,198=3.5 <7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- 1%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfa v Graj" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Tested Unit i,.-- RAJNY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 1264_206 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261717 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"D"= 1,042SF - Volume of the apartment=9,378 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=511 CFM - ACH50,Actual Changes per Hour at 50 Pascal =511X60/9,378=3.3 <7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- 1%,calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Stave Graf" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Tested Unit a4RAJNY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste. 2 Queensbury,NY 12804 Inspection Address: 1264_209 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261718 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"A"= 1,022SF - Volume of the apartment=9,198 CF Based on above, the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=595 CFM - ACH50,Actual Changes per Hour at 50 Pascal=595X60/9,198=3.9<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sta-�"Graj" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Sampled Unit R� lfi RAJNY onsung, LLC tee.. 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste. 2 Queensbury,NY 12804 Inspection Address: 1264_210 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261719 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"D"= 1,042SF - Volume of the apartment=9,378 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=570 CFM - ACH50,Actual Changes per Hour at 50 Pascal=570X60/9,378=3.6<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- 1%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfa*w Gra j" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Sampled Unit �; RAMY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste. 2 Queensbury,NY 12804 Inspection Address: 1264_211 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261720 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"A"= 1,022SF - Volume of the apartment=9,198 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=589 CFM - ACH50,Actual Changes per Hour at 50 Pascal=589X60/9,198=3.8 <7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- 1%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfaw Graf" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Tested Unit = RAJNY Consulfing, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste. 2 Queensbury,NY 12804 Inspection Address: 1264_212 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261721 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"D"= 1,042SF - Volume of the apartment=9,378 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=561 CFM - ACH50,Actual Changes per Hour at 50 Pascal=561X60/9,378=3.6<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfax G raj" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Tested Unit GRAJNY Consuffing, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 1264_213 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261722 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting,LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"A"= 1,022SF - Volume of the apartment=9,198 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=590 CFM - ACH50,Actual Changes per Hour at 50 Pascal=590X60/9,198=3.8<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfcuti Gra4" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Sampled Unit _."RAMY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 1264_214 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261723 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting,LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"C"= 1,056SF - Volume of the apartment=9,504 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=541 CFM - ACH50,Actual Changes per Hour at 50 Pascal=541X60/9,504=3.4<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfax f,ra-j" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Tested Unit Cc, - 2 to (o . 20 rr,, G RAJNY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 ' RE C E P, " Mr. Rich Schermerhorn AUG 2 8 2017 ° �� Schermerhorn Real Estate Holdings L c i 536 Bay Road Ste. 2 Queensbury,NY 12804 r T&VN O)F QUEENSSURY U Inspection Address: 1264_101 West Mountain Rd, Queensbury, NY 12804 Report Number: 0826171 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"A"= 1,022SF - Volume of the apartment=9,198 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=434 CFM - ACH50,Actual Changes per Hour at 50 Pascal=434X60/9,198=2.8<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%,calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfax G raj" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Tested Unit RAJNY Consulfing, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 1264_102 West Mountain Rd, Queensbury, NY 12804 Report Number: 0826172 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting,LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"A"= 1,022SF - Volume of the apartment=9,198 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=474 CFM - ACH50,Actual Changes per Hour at 50 Pascal=474X60/9,198=3.1 <7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%,calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Stave Graf" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Sampled Unit RAMY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste. 2 Queensbury,NY 12804 Inspection Address: 1264_103 West Mountain Rd, Queensbury, NY 12804 Report Number: 0826173 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"A"= 1,022SF - Volume of the apartment=9,198 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=482 CFM - ACH50,Actual Changes per Hour at 50 Pascal=482X60/9,198=3.1 <7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfa v G raj" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Sampled Unit RAJNY Consulfing, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 1264_104 West Mountain Rd, Queensbury, NY 12804 Report Number: 0826174 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting,LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"B"= 1,034SF - Volume of the apartment=9,306 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=467 CFM - ACH50,Actual Changes per Hour at 50 Pascal=467X60/9,306=3.0<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%,calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfz*v G ra-j" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Tested Unit RAJNY Consulfing, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste. 2 Queensbury,NY 12804 Inspection Address: 1264_105 West Mountain Rd, Queensbury, NY 12804 Report Number: 0826175 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"A"= 1,022SF - Volume of the apartment=9,198 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=490 CFM - ACH50,Actual Changes per Hour at 50 Pascal=490X60/9,198=3.2<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfax G raj" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *- Sampled Unit WNY Uonsulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste. 2 Queensbury,NY 12804 Inspection Address: 1264_106 West Mountain Rd, Queensbury, NY 12804 Report Number: 0826176 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting,LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"B"= 1,034SF - Volume of the apartment=9,306 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=487 CFM - ACH50,Actual Changes per Hour at 50 Pascal=487X60/9,306=3.1 <7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%,calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Stave G raj" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *- Sampled Unit GWNY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste. 2 Queensbury,NY 12804 Inspection Address: 1264_109 West Mountain Rd, Queensbury, NY 12804 Report Number: 0826177 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"A"= 1,022SF - Volume of the apartment=9,198 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=476 CFM - ACH50,Actual Changes per Hour at 50 Pascal =476X60/9,198=3.1 <7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%,calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, S-fu.w 6;raj" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Tested Unit RAJNY Consulfing, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr.Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste. 2 Queensbury,NY 12804 Inspection Address: 1264_111 West Mountain Rd, Queensbury, NY 12804 Report Number: 0826178 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"A"= 1,022SF - Volume of the apartment=9,198 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=476 CFM - ACH50,Actual Changes per Hour at 50 Pascal=476X60/9,198=3.1 <7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- 1%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Stave G raj" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *- Sampled Unit RAMY Consuffing, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 1264_112 West Mountain Rd, Queensbury, NY 12804 Report Number: 0826179 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting,LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"B"= 1,034SF - Volume of the apartment=9,306 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=498 CFM - ACH50,Actual Changes per Hour at 50 Pascal=498X60/9,306=3.2<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%,calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Stave G raj" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Tested Unit :. RAJNY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 1264_113 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261710 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"A"= 1,022SF - Volume of the apartment=9,198 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=486 CFM - ACH50,Actual Changes per Hour at 50 Pascal=486X60/9,198=3.2 <7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%,calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfacw G raj" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *- Sampled Unit RAJNY Consulfing, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste. 2 Queensbury,NY 12804 Inspection Address: 1264_114 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261711 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting,LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"A"= 1,022SF - Volume of the apartment=9,198 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=459 CFM - ACH50,Actual Changes per Hour at 50 Pascal=459X60/9,198=3.0<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- 1%,calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfa x,G raj" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Tested Unit GRAJNY Consulfing, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 [ C�. V [ 3 08/26/2017 -1 AUG 2 8 2017 3 Mr. Rich Schermerhorn I ._ Schermerhorn Real Estate Holdings TOOF QtJENSEURY 536 Bay Road Ste. 2 BUILDING& CODES Queensbury,NY 12804 ------ A Inspection Address: 1264_301 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261724 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting,LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"A"= 1,022SF - Volume of the apartment=8,176 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=533 CFM - ACH50,Actual Changes per Hour at 50 Pascal=533X60/8,176=3.9<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- 1%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfa*v Gt aj" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Tested Unit RAJNY Consulfing, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 1264_302 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261725 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting,LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"C"= 1,056SF - Volume of the apartment=8,448 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=551 CFM - ACH50,Actual Changes per Hour at 50 Pascal=551X60/8,448=3.9<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%,calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfa*v G►ra-" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Tested Unit RAJNY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 1264_303 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261726 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting,LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"A"= 1,022SF - Volume of the apartment=8,176 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=589 CFM - ACH50,Actual Changes per Hour at 50 Pascal=589X60/8,176=4.3 <7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%,calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfavv 6;raj" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Tested Unit RAJNY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 1264_304 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261727 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting,LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"D"= 1,042SF - Volume of the apartment=8,336 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=594 CFM - ACH50,Actual Changes per Hour at 50 Pascal=594X60/8,336=4.3 <7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfa ,Cf raj" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Tested Unit RAJNY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 1264_305 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261728 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting,LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"A"= 1,022SF - Volume of the apartment=8,176 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=567 CFM - ACH50,Actual Changes per Hour at 50 Pascal=567X60/8,176=4.2<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- 1%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sty 6;rcq" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Tested Unit RAJNY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr.Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste. 2 Queensbury,NY 12804 Inspection Address: 1264_306 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261729 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting,LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"D"= 1,042SF - Volume of the apartment=8,336 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal =610 CFM - ACH50,Actual Changes per Hour at 50 Pascal=610X60/8,336=4.4<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sjvmv G raj" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Sampled Unit RAJNYConsul-ting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr.Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste. 2 Queensbury,NY 12804 Inspection Address: 1264_309 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261730 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting,LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"A"= 1,022SF - Volume of the apartment=8,176 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=571 CFM - ACH50,Actual Changes per Hour at 50 Pascal=571X60/8,176=4.2<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, S-fa v Gt-aj" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Tested Unit RAJNY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 1264_310 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261731 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"D"= 1,042SF - Volume of the apartment=8,336 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=582 CFM - ACH50,Actual Changes per Hour at 50 Pascal=582X60/8,336=4.2<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, S-fa-w C;t-a-j" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Tested Unit RAJNY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 1264_311 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261732 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting,LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"A"= 1,022SF - Volume of the apartment=8,176 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=590 CFM - ACH50,Actual Changes per Hour at 50 Pascal=590X60/8,176=4.3 <7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- 1%,calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfaw C tra j" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Sampled Unit RAJNY onsulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr.Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 1264_312 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261733 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017.GRAJNY Consulting,LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"D"= 1,042SF - Volume of the apartment=8,336 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=595 CFM - ACH50,Actual Changes per Hour at 50 Pascal=595X60/8,336=4.3<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- 1%,calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely. Sfu-w Grajwy Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Sampled Unit r: t RAJNY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 1264_313 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261734 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting,LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"A"= 1,022SF - Volume of the apartment=8176 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal=580 CFM - ACH50,Actual Changes per Hour at 50 Pascal=580X60/8,176=4.3 <7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfaw Graj" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Sampled Unit RAJNYonsultng, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 08/26/2017 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste. 2 Queensbury,NY 12804 Inspection Address: 1264_314 West Mountain Rd, Queensbury, NY 12804 Report Number: 08261736 Dear Rich: The Blower Door Test to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 08/25/2017. GRAJNY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the Apartment"C"= 1,056SF - Volume of the apartment=8,448 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal =607 CFM - ACH50,Actual Changes per Hour at 50 Pascal=607X60/8,448=4.3 <7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%,calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Stave 6;raj" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 *-Tested Unit i I M11I' Ill{; ,itEN(;1 : _ !N'1'tf�STATE f�UUFL-502-3-2.•I _ ...- ZONED OFFICE i C)l.f NS FALLS-•LAKEGEil:C 1lUN ~~^~` DENSITY:NON--REIOENTIAl_:0.6 ACRES PER 7,000 s(I.ft, OF FLOOR AREA MAP NO. 181T PARCEL NO.S 246&280 MINIMUM!_OT WIDT1-h. 2.50' MINIMUM ROAD FIJONFAGE:75' !f2 - - - ' l"�L--N COUNTY F1WINVAY DEP%. WAR F `� _ -75' o MINIMUM SETBACKS LAND'/"U t3E=NROVIDE,J) GONC ' LANG T 131 -'ROVEME N'r OF FRONT, ' w o PAf? FOR RILAP-WESTMOUNT ROAD t --d1 �r cULVEIrr PIP REAR:25` � (p '1 1 >7A 2fi '00 f'C)313't 94.87 A YV i / J MINIMUM FIE!?CENI f'EfIMEAl31_E:35 PARCEL NO, 50-631� MAXIMUM BUILDING 1-1fMIGf%l'40' 1 113 15%LANDSCAPED -- �� =� -• . ' MAXIMUM BUILDING FOOTPRINT:75,000 mtft. MAP Of:A SORVE,Y MADE FOfI ' SKI&SHORECOI�'PUr\'A'rIUN <' ` Y C7 DATE"D:FLDRUARY 13, 2003 J BY: VAN OUSEN&S'rEVES °y (.AND S1JVEYOf1S, 0_C ," / ~� 114 MAF'OF A rOf''OGI;nPi'!IC SURVI.:Y MADE:FOR / C.M.l<1 �1 RICHARD F'. SCf1f::RN1ERfl01'N \ DA11::1."):FEBRUARY 18, 2003 _ f J LAST R1. VISED:JANUARY 22.,2007 - -- ""�` - / AF'PflC)X d'tifAl F BY: VAN DI)SE'N&S71"VEiS LAND SUVCYU!\S " 111GHWAY BOUNDS - ///( DEED 1U,'FERJ4,NCES: PIIUMAS E. MEA'i'Ff,AI.BL -?T F. TRUDE1. I &I t013EF\'•I'J. NOL.ANrq 5 <r C KI AND SF101"!E:C;UflPOid/1'I'IUN LANDS OF ( / /��/ SC:I'11 flMf-R-IORN f1ESIDENTPAL t1OLDINGS, I-.P, Q. DATE-I) JANUARY 2.1, 1 J/U fJUOK 51/PAGE 382 j 0) SUZANNE FARNETr NOL.AN,ALE/E.-HT F. 7-f-W01-1- r &THOMAS E.MEATH lTO9� ca [� L•. r--� IU ANO THOrSE.COI�I Ul in'I'ION , DATED:AUGUST 24, 9995 / f D BOOK 958 PAGE 77 il'F=]RUN F'IF'E FOUND 1 ' tR ICON ROD SE7/TU&E SST u• C.M. -CONCRETE MONUMENT FOUND FIRE HYDRANT \ r7 CHAIN LINK FENCE= / {X GUARD C) IlE INNING fat a point flt dJre v"cSterly bounds u%luter•stute 87,sold pufllt of beglnnirtg being located South 11 ' / // de£;rc4s, 37 ulinttt rnul IO secotuls(Ves't,a dfsurrlce Of 200,00 feet fr•utrt a concrete ntollument located Ott the / M SC // `e� �r SIGN southerly bututds of'Gluney Lamle and the Iveslerly bourrdy Of Bartle 87;the,tee 1'lrrtuirtg fr out eidd lurirrl(f bcgtrining, _.___ / / /;/ (_:l =CATCFf E3ASIN idung the westerly(ourtds of Ilutue 87,the fallowing f nil,causes and distances: 41 / wv CCirlc:. �Q =WA1E:l VALVE= IRRiGATIUN VALVE. (I)Soutlt 13 degrees, 37 ulires ndand 10 seconds West,ct dislurrue of.208.70 feei to a cuucrde futuxd irr lfte ground.%ora corner; ��P1r v C) =SE:WE-R MANHOLE (d),S'uulft(16 eh:F,;reex, 3 5 ntirtrrtes urrd•J0,5'ecaueGy lsu.et,a clJstance Of 338.9)fief lu ct cmrcr't le utwnuuc-Id /,✓' \ �,' �/ \,0 1 0; STORM MANHOLE found in the gruund•fw•cr cor,ter; � t�,Y x,'Y =<L/C;1-I%'F'OS%' " y`�' s and 57 seaundy Bust, a distrrnc:e.of,345.I Lfeet to o concrule monument �.) r o�G f,' y�' (3),Surtdh 24 clegrees, 28 ntirulle \�`x� QP or found in llle;