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2004-987 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &.Codes (518) 761-8256 CERTIFICATE ("YVE7 OCCUPANCY Permit Number. P20040987 Date Issued: Monday, October 02, 2006 This is to certify that work requested to be done as shown by Permit Number P20040987 has been completed. Tax Map Number. 523400-300-000-0001-019-001-0000 Location: 6 MOUNTAIN HOLLOW Way Owner. WESTERN RESERVE, LLC Applicant: WESTERN RESERVE, LLC This structure maybe occupied as a: Apartments By Order of Town Board Garage - 2 Cars Attached TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040987 Application Number. A20040987 Tax Map No: 523400-300-000-0001-019-000-0000 Permission is hereby granted to: WFSTF.RN RFSFRVF_ T.T,C For property located at: WEST MT. 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. Type of Construction Value Owner Address: WESTERN RESERVE, LLC Apartments $150,000.00 395 BIG BAY Rd - Garage-2 Cars Attached QUEENSBURY,NY 12804-0000 Total Value $150,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2004-987 BUILDING 1 MOUNTAIN HOLLOW WAY 3,300 SQ FT 3 UNIT APARTMENT BUILDING WITH 2 ONE-CAR ATTACHED GARAGES $503.60 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday,January 07,2006 (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 T(� of eens 41t4m nary 07,2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement i Permit No. Building&Codes Office-Department of Community Development-Town of Queensbury � ,�, , 4 y� Fee Paid , 742 Bay Road,Queensbury,NY 12804 ReCreatlOrl Fee Dave Hatin,Director codes@aueensburv.net pr'�C�, Phone: (518) 761-8256 FAX: (518) 745-4437 f:�T Principal Structure Building Pd'ftnit Application Application & Plans subject to review before issuance of a valid permit for construction. Instructions: A permit must be obtained before beginning construction: No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. Applicant/Builder -:> Owner: W Lc_.,,,, P4,1-- Address: 3 y S a Address: I 3 g T- A I(" Home Phone: vy Home Phone: ;�k 7 Email Address: Email Address: Cell Phone: Cell Phone: . 31 c,i a h f�[ FAX Phone: FAX Phone: i Person responsible for supervision of work with respect to building and codes compliance: Name: 4#4 �� �C� �f, ielG� — '3cp I �f Address- G 61��,_ 2.� Phone Location of proposed construction: La-lyc:._ Legal Address:_ /�(o%.�Jg t'D 114 J - ( I Tax Map Number: 3 oD �� / / Subdivision Nam ;- � W, &4e�� Estimated Cost of Construction: �—' _-- DEC 3 0 2004 Proposed construction is f F��C�Residential Use _Commercial Use TOWN OF OUEENSBURY Name of Business: BUILDING AND-- C--O_- If proposed construction is an addition,what will use of new addition be? i New Addition Alteration Proposed Construction 10 Floor 2nd floor Other Total Proposed structure; (Occupancy Type) Sq.Ft. sq.ft. Sq. Ft..' Square feet Height _ Ft.&Ir Single-Family Dwellin f� - Two-Family Dwelling Townhouse Multifamily Dwelling umber of Units- 3 Off ce _ - Mercantile Manufacturing _ Other Attached Gara a 1, 2, 3 ccY,G Type of Heating System: Electric,. 0'oGasWood, Forced Hot Air, Baseboard, ,Oth6r: If a fireplace and/or woodstove are being installed, please refer to a separate application. / Applications are subject to Zoning Administrator, Code Compliance,; and Structural Plan review: The Building and Codes Office will allow commencement of your proposed project only after; issuance of your permit. Declaration: Please sign below after you have carefully read the statement: j To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the describedl premises and that all provisions of the Building Codes,the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with,whether specified or noted, and that such worklis authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance j being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a' licensed surveyor, drawn to scale, showing actual location of all new construction. Date: 30 0`7 Applicant/Builder Signature: The application of i��r; ''� dot is hereby approved and permission granted for e construction, reconstruction or alter ion of ui in d or accessory structure.as set forth above. f Date: — " �—Gi Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit App ication.doc V:12/14/04 V I I Application for Permit—Septic Disposal Syiste I Town of Queensburyy 742 Bay Road Queensbury,NY 12804 ,(518) 761-8256 1. OWNER INFORMATION: .......... ....................................... ............., Office Use ' ! Location of installation: I : File Permit No. Tax Map No�6C�l_/ -)O / 66t l O ) `t ' I Fee Paid Owner's Name: Address: (o i I 2. INSTALLER'S NAME : PHONE NO. �� 1172 3, RESIDENCE INFORMATION: (circle year of dwelling, indicate#-bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation = Total(Daily Flow 1980 or older x 150 gal/bdrm = 1980—1991 x 130 gal/b = 1991 —present x 110 gal/bdrm = Garbage Grinder Installed yes_ / no- S e I 5, Spa or Hot Tub Installed yes ( no i 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) i 0 o a Soil-Nature Ground Water Bedrock or Im endous Material ._Domestic ater Su 1 at- sand at what depth at what depth I munici�� oiling loam feet �� feet well Steep slope clay I if well;water supply —%slope other from any septic-system depth: absorption is ft. i other Percolation Test: (To be completed by licensed professional engineer or{architect) Rate: minute per inch' ! 5. PROPOSED SYSTEM. or Newconstruction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool Tub: j U�Septic Tank: gallon (min.`size 1,ODO gal) j Tile Field: each trench ft. j Total System Length: Seepage Pit(s): number of size of each: ft. by, ft. . . Size of Stone to be used: # / depth or thickness feet Bed System Size: x Alternative System: I length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: ! Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. i 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON,(pleas read) For your protection,please note that pursuant to Section 136-29 oflthe Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make_a material fact or circumstance known by or on behalf of an applicant, 'shall be void. I I have read the re7la T ' ns with respect to this application and agree to abide by these and all requirements of the of "eensbury San' ary Sewage Disposal Ordinance. Si gnatur of responsible person Dat� i t • r . . ; • I i :'1 i�wit•t>f ��uec'•tt�lnfi•y . S(:,v(:f'sl -Ind Sowpgc: Disposal Co'hatftt•t' I � �hj�c�tttlix t: A-11SUMI'' ION, I)F,1 J.) SI:I AItN�ll'1`?1N I tF Al 1.)11 t IP,511O ITS i \t C��tl� � POND Iom F— : I Tto%TA'tt• .: fit l<'rV•t . I�, T/'/T• [it'll JI%tvf A��t)Rf't1G1 f i I j I I I • i 7 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: s NAME: / \r 8 LOCATION: 4 A047 PERMIT#: / 'ff Final Survey Plot Plan Avvroved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has n: Craig Brow , Zoning Administrator Notes: L:1SueHemingway\Building.Codes.Inspection.FORMS\Fina1 Survey Zoning Administrator.doc Queensbutry Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm Depart: j S am/pm Date Inspection request received: _ Inspector's Initials: � `'7 NAME: ~ L✓Zy `"���1 �— PERMIT M / LOCATION: — � DATE: ' TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 'vv` � 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,2orches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy!trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Windo in stairwells safety gtaiing Interior Smoke Dete ors: / Every level: Eve edro m: Outside every bedroom a a: VVVy �� Inter Connected: Batte backu Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft,150 s . ft.vents Bathroom Fans,if no window �-- Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fire roofin /3/a hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C/0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form—revised—1 00405.doc COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheirn,PA 17545 MUrilCIPAL CERTIFICATE - ELECTRICAL AP!�PRPVAL n�) Permit No....—I1.....I.. .. 7 cl,,x�. N r Y 2 94189 Cut-in Card No...!' ...... Owner......... t.... ... .. ........................................................ Location.z..zn ..........­....... on Consisting of... 6Y _1 AJ ...................... ...................... ................................................... .......................................................................................................... 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 and 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 mak�;'"' spections at any time, and if its rules are violated,the Company shall have the right t k t]. f t,c�a 1,-, -0,6 s A4 Date....... . .................................... INSPECTOR.....io�7Y..,.ce........................... ... ..................... Mpmhpr N_F_P_A__LAY-1- Septic Inspection Report Office No. (518) 761-8256 Date Inspection r uest eiv Queensbury Building& Code Enforcement Arrive: Q part: /pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: I'����� - P P IT NO.: LOCATION: ail D -� °.L MT Haw.) LOM I ECT ON: _ —7 —O RECHECK: Comments and/or diagram Soil T n m/ Typeof uni ' Well Water Waterline se n distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size T Building to tank \al. Tank to Distribution Box Distribution Box to Field/-Pjt Opening Sealed: Y 4 X-Partial--.-.1 End Cap Inlet/Outlet Pipes &Baffles Y N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y IN Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: - Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 s Septic Inspection Report Office No. (518) 761-8256 Date Inspection r est iv : Queensbury Building&Code Enforcement Arrive: / art: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial NAME: JAM CIQC-,-)P P No.: LOCATION: M"T- t I S CT ON: — RECHECK: @,L�� Comments and/or diagram Soil TypeSa Loam I Clay Typeof Water• unici al Well Water Waterline se aratio ft. Well separation distance ft. Other wells: ft, Absorption Field: Total length ft. Length of each trench ft. ' Depth of trenches Z= ft. Size of Stone :Z Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank 1 % Tank to Distribution Box Distribution Box to Field�PRjt� " Opening Sealed: Y End Ca Inlet/Outlet Pipes&Baffles Y N Location / Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits Conforms as per Plot Plan Y Engineer Report and As-Built _YAZN Location of System on Property: ` Q \v Front Rear Left Side Right Side Middle Front diddle Rear System 7Zj proved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 Septic Inspection Report Office No.(518) 761-8256 Date Inspection re est ece: Queensbury Building&Code Enforcement Arrive: m/p ! epart: a In 742 Bay Rd., ueensbury,NY 12804 Inspector's s Initia�s: NAME: L IT NO.: S / LOCATION: t� , PPECT ON: r l 05 RECHECK: _ i.f 5 Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size- Piping Size Type Building to tank Tank to Distribution Box A ^ Distribution Box to Field/Pit Opening Sealed: Y/N/Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _Y N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S stem Use Stat s: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 116105 j--3p ,� j Septic Inspection Report Office No.(518)761-8256 Date Inspection rfanv/p re .ei d: / G Queensbury Building&Code Enforcement Arrive: epart: a pm� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Init' ls: NAME: IT NO.: LOCATION: — , �G ON: 1/ 7 U RECHECK: Vli �-PEUI �yf 1 Comments and/oL)d!a ram Soil Type Sand./ oam/Clay Type of Water: Municipal/Well Water Waterline separation distance Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches $. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to h _ Distribution Box to Field/Pit Opening Sealed: Y/N Partia End Caps Location/Se arations Foundation to tank ft.-I- Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plante--, _Y Engineer Report an As Built Y Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 1/6/05 Foundation Inspection Report Office No. (518) 761-82.56 Date Inspectiw request received: Queensbury Building&Code Enforcement Arrive: anvpm Depart: _am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: _ L _ — LOCATION: _ INSPECT ON: TYPE OF STRUCTURE: l c Comments —- Y N N/A �- Piers Monolithic Slab / Reinforcement in Place The contractor is responsible for 1 providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site.. _ Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation./Waterproofing Type of Dampproofing/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. LASucHemingway\BuiIding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: L Queersbury Building&Code Enforcement Arrive: am/1 ;Depart: m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials' 6 NAME: PEIZA41T#: LOCATION:' / INSPECT ON: � TYPE, OF STRUCTU . 3 'A AV /� Cl o ments 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 Foundation Dampproofing Foundation/Waterproofing "Type of Dampproofing/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:\SucHemingway\BuiWing.Codes.Inspection.FORMS\Foundation Inspection Report.doe January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: A a�d 5 Queensbury Building&Code Enforcement Arrive: am/pm Depart: N m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: ;'`1 NAME: PERMIT NO.: �UD LOCATION: ' INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance _ ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size T e Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial End Caps Location/Separations Foundation to tank Z_ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status.-Z /Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 1/6/05 Rough Plumbing ` Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reques r cppart: Queensbury Building & Code Enforcement Arrive: a /p 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: _ ��}'���P�Qr(` PERM T #: c4o OL/ , 127 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Rough Plumbing Nail Plates l l Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 50 .S.I for 15 minutes sulation / Residential Check / Commercial Check Proper Vent Attic Vent _ Duct/ Hot Water Piping Insulation If required unheated spaces �_ z Combustion Air Supply for Furnace Duct work sealed properly / No duct toe Rat COMMENTS: C_ALL. L:Tam Whiting\l3uilding&Cod&dnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing Insulation Insp Ction Report Office No. (518) 761-8256 Date Inspection request"received: Queensbury Building & Code Enforcement Arrive: dam/pm% Depart: a V. 742 Bay Road, Queensbury, NY 12804 Inspector's Initials`": y NAME: ` r -� PERMIT #: LOCATION: LL--} INSPECT ON: TYPE OF STRUCTURE: 4' N N/A ViKugh Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft, above highest connection for 15 minutes Pressure Test Water Supply Piping t� Air / Head 50 P.S.I for 15 minutes Insulation / Residential Check / Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct toe COMMENTS: _ Q<7+N�' LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough, Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque r e' ed Queensbury Building &Code Enforcement Arrive: /p part: a m 742 Bay Road, Queensbury, NY 12804 Inspector's Initi NAME: WP PER #: C)�I— O LOCATION: -6 ru, INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing Nail Plates Plumbing Vent Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head '�J50 .S.I for 15 minutes ulation Residential Check Commercial Check - C - Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace- Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&CodesUnspection Fotms\Rough Plumbing Insulation Report-revised Nov 17 2003.doc Revised February 15,2005 Rough. Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque cei d: Queensbury Building & Code Enforcement Arrive: 9m.F#: art: a pm742 Bay Road, Queensbury, NY 12804 Inspector's InitiNAME: � � �2\1 PERD_DL4—Q 01 LOCATION: INSPECT ON: 0S' TYPE OF STRUCTURE: ftp I I �l y N N/A 1 �) ou h Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 112 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent vv-=S6vv�E Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutest Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: wv ' �o LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Rough Plumbing / Insulation Inspecti Report Office No. (518) 761-8256 Date Inspection req st r c(1ved). Queensbury Building & Code Enforcement Arrive: +_am/p part: C�t� a /p� 742 Bay Road, Queensbury, NY 12804 Inspector's Initi � �� NAME: `C PERMIT #: o _ 9 � LOCATION: INSPECT ON: — TYPE OF STRUCTURE �� �' N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test l� D, ' / Vent r/ Head P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test AT �D Water Supply Piping it Head 0 .S.I for 15 minutes sulation / Residential Check/ Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: (7D ` QJ ' V� Z LAPam Whiting\Building&CodesVnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 U-- TOP- VEL"E Rough Plumbing / Insulation Ins a ion Report Office No. (518) 761-8256 Date Inspection reque t ec iv d: Queensbury Building & Code Enforcement Arrive: a / m 4epart: =1 a pm 742 Bay Road, Queensbury, NY 12804 Inspector's initials NAME: �' PER #: a.0 LOCATION: ON: — 0 TYPE OF STRUCTURE: - Zj Y N N/A ou h Plumbing / Nail Plates Plumbing Vent/ Vents in Place '��� 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum `1 Cleanout eve 100 feet/ change of direction Q W Pressure Test Drain / Vent Ai Head P. or 10 ft. above highest connection for 15 miinutes _-- Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rougb Plumbing Insulation Report-revised Nov 17 2003,doc Revised February 15,2005 -7, Foundation Inspection Report Office No. (518)761-8256 Date Inspection re est ceiv d: Queensbury Building &Code Enforcement Arrive: m/p Depart: anno 742 Bay Rd., Queensbury;NY 12804 Inspector's Im als: NAME: 2r n ti J e t/� RMIT#: )o q-9 917 LOCATION: � ?�� otv�1 � SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers onoli 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing rain Daylight or Sump Foo g Drain Stone: 2 inch width inches above footing 6 mil poly for wet areas under slab \ B dill Approval ` PI u ing Under Slab V Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. way\Buil ding.Codes.InspectionTORMS\poundation Inspection Report.doc January 28,2003 : Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection requist received: Queensbury Building& Code Enforcement Arrive: arn/ art: ` am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. w NAME: �1��� � e 1 '✓� PERMIT#: -7 " C LOCATION: 71 PECT ON: TYPE OF STRUCTURE: ��$1b J �J Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses r' Anc or Bolts 6 ft. or less on center e and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemin-way\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection r uest eiv d: Queensbury Building& Code Enforcement Arrive: am/p D part: a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Ini ials- NAME: /�(� �{��� V PERMIT#: J L �� LOCATION: INSPECT OIL. TYPE OF STRUCT Y N N/A COMMENTS aming J Jack Studs/ eaders Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHernin-,way\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspect' n reques r eiv d: Queensbury Building&Code Enforcement Arrive: am/p epart, a m 742 Bay Road, Queensbury,NY 12804 Inspector's In' NAME: PERMIT#: LOCATION: INSPECT ON: 14 'S TYPE OF STRUCTURE: ming Y N /A COMMENTS ,4 .F Jack Studs/Headers racin /Bridging ge ai rs Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in, or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemin,way\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report i Office No. (518) 761-8256 Date Inspection req st received: ( G� Queensbury Building &Code Enforcement Arrive: arI/ Depart: pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia s: l/ NAME: L ERMIT#: `mot LOCATION: �� — TSPECT ON: U-5 TYPE OF STRUCTURE: 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 einforcement in Place Foundation Dampproofing c�uslcla ii'n7 W terp oofing Type of Dampproofing/ Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab B.acl�f 1lnr0ualr� P um-ing n er Slab % PVC/Cast/Copper Foundation .Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 1 � Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 7i/-� S Queensbury Building &Code Enforcement Arrive: am/p epart: ' /pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: — _�✓ `�Sf_�2,�1 �' i� t—L' _ (,L PERMIT#: � (: c'j,_ 707 LOCATION: W S ,n1— 2i INSPECT ON: 0 TYPE OF STRUCTURE: Comments Y 1 N/A Footings Piers Monolithic Slab Reinforcement in Place-Z The contractor is responsible or providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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:1.SueHemingway\Buil ding.Codes.Inspec tionTORNISWoundation Inspection Report.doc January 28,2003 C-1 SD i Ql tim m vi m ►� W F-+ z • o 2X6 EXTERIOR WALL H cn A' THICK CONCRETE SLAB o z EXTERIOR WALL SHEATHING TOP OF' FOOTING FLASHING Q° CONCRETE PARGING 16�ff5w CONCRETE FOOTING z N RIGID INSULATION �.- (SEE PLAN FOR DIMS AND R—VALUES) co OD �n FINISHED GRADE r . R1 2 Z � a O u} 1 koRlz. INSULATION � � (ASEE PLAN '. w FROST MTEC7FD "LLOW FOU11VA770N �, Lu � r w r A^ N i C-4 I m Q1 I -i !tim m DIMENSION "C" m a I-' aV O Q1 in WIDER INSULA7I0N.AREA Q 2 APPLIES AT All. CORMERS 96 ALONG WALK-OUT 'Tc p N H --- WALK-OUT BASEMENT z m or- L wEgY J_ DIMENSION 'B" NO OP - �'��'� QO cO INSULATION REQUIRED ONLY 4 n ' * 0 AT AREAS WHERE GRADE "` i ' U) DOES NOT PROVIDE `< ! caj THE MINIMUM 4'—D" FROST_ DEPTH ' m �4p� tO^�P ro N MINIMUM INSULATION- REQUIREMENTS FOR FROST—PROTECTED FDDTINGS AIR FREEZING INDEX VERTICAL INSULATION HDRIZ. INSULATION R—VALUE. HORIZ, INSULATION DIMENSIONS (IN,) (F-DAYS) R-VALUE ALONG WALLS AT"CORNERS A B C 3000 7.8 6.5 916 12 24 40 0 FOUNDA17ON WALL w 7MCAL 1ASUL477CW PUCEMEW SCHEMA N.T:S. PLEX . hm 0 fe•-tb• fe•-e• fe•-fo` vi y O 2 m A f•—"CONCPAM i f rn Ff2) •6t�QiCOrI fTG ---------��� lr i 2)ce AT f e-as WCL dELD1V I i i -0• a FSRSf iLOOR w/R-T9 ��. 07 06� �2 strcOLLYA � ' OmIlm A7 Sf�A144CC c R���ss�oNP� 4 ! I I I s H mw w soxee stems ; `� ' o TYSP d°m ea SdJDER i Z �fe s•ctwr. conic.� w/ — — RIA �p Q — (T Fr T. WA�G17C PO tIN Tvsp Rai e°SLIDER (11�.ALGHC WLK--GtJ7) Ls ., 7 W m n (a=fr a/fa•x a,-a"Ra) fa fb• a' iy� �+ A 24`O %IfN 3 r fJ SS vi 1GL AT IMPfM) MUTM ipra'L r i � �w AT4-TOM�ucieFrs sve nH)CAL7=7tr47. uw o►mq �•s �.„ _—_ 3_7 3�i5r1�:AYCftOSNI — sEF ocuc .) oFAPPm mam IE 1� erarm .--------------- ------ ----------- i` cn BASEMENT 1 ONE—CAROPTIO G RAGE oN �soas^o-+ °" m7ECMR4 � � 15rfs'ufo�rxArr DETM7 I ----------- ---- ---- OPTIONAL ' ! ' f•;° , ONE—CAR GARAGE' w TtFXSV Ar eAct+ a .�a-EACH f t ! sio + f .aw.- e- uxaLL .� re w MIC. obl,fa FTC. w/ L - ��rplS S3,10 LJ I AL --_ _--__----_- -- m f '.� — -------- rovno-.a ' A Trw L- -- 0 -,row ' � rrJr3!r�rardu JUMS -- o 1 yacalm 3�tl�r V•r3m "° t-o -snrs� Na 0b 1 dye xo ru --------------- -- - —i+rjot�br:t%th►-r-—-- rjod m�+a ; oNrrumcr m iv Toa 3mv ' f�ax3ly+1r Goo p�21 vommv (x �+r d iv x�rai� Lr) 68ILs.r lt�hD 3OYbMJ m4oW s .Ol •0i {?JO�f31h1 lY 0- -�A�1�'L i .0i NOd VTMY 1Ltt� !1-a ,g e¢�. + rum 5 31m400 NOP[L.r TTWK Q�8Y1Dd,01 - Trw .iL LY t Z, - .o-.Gl .a-,fl .t-.Si O -- ----_ __ ' U •--- � � 1 �----- , {!!�0-X71Ali aN77V dll� � X�QfJS o9xpD dS�Si AW otl -- - --- �O-.0 �iYI c -- - ---- -- _�-- �M -_-- Z -_----__-.- —.-.--_ -_ 7f B-9 X ?f�£ it—S) -- -_-_-- -_-^------ i 1 �-� ui ums.0 rp D..&U AM ~ ~ ; o =��n ��'-� �Q oeljlsH aascw Q ri -1-- - a CA f E ` I ? ! iml aC-a.M Mau�I I Q3Lv3�Fll�x9 0 0 l I I I I *O-M Tw 0-0.at tv off LL I 1 I►Y38 OJI�{�f - j EDT--------- ---------- 1 .DU/.3orila os Lo CU4 lD I JAN 06 2005 4: 12PM HP LASERJET 3200 P. ENGINEERING,NACE P.C. 169 Haviland Road, Queensbury, NY 12804 Phone-518-745-4400 Fax -518-792-8511 January 6, 2005 Job #47320 Mr. Dave Hatin VIA FAX—745-4437 Town of Queensbury 742 Bay Road ��At 0 Queensbury, NY 12804 2 RE: Western Reserve a rBU►D OWN NGCq SB Ry Apartments i11 COD Basement floor elevations Dear Dave: This is to inform you that the bottom of footings for the new apartment buildings at the Western Reserve development on West Mt. Road are at an elevation of 473 feet. This is well above the seasonal high groundwater elevation, Although test pits shown on the apartment site plan only went to elevation 473, an adjacent test pit for the housing subdivision went to elevation 465 without encountering groundwater. Please call me if you have any questions. Si c y, Thomas W. Nace, P.E. Fax copy: Mickey Hayes -792-9162 JPN-06-2005 03:16 From:VISION ENC & CONST 5187529264 To:7454437 P.1/5 - FAX TRANSMITTAL VISION"inKrinq and ConsI votion,L.LC 10 KllnbCdy Ulft Duuonsbury,NY 12804 P/F(518)792-9264 DATE: January 6, 2005 PROJECT: West Mtn Apts TO: Mickey Hayes, RE: Foundation Revisions CO: Hayes Construction Group FAX #: 792-9162 PAGES: 5 (INCLUDING TRANSMITTAL) REMARKS: As requested I have modified the 4-plex and 3-plex plans to include the optional construction of frost protected shallow foundations according to the Residential Bldg-Code of NYS. The full set of plans will now have a Drawing 5A and 513 showing the two alternatives. I will hand deliver the Energy Code Certifications to the Town for this option due to changes. Please call if you have any questions. G 01 Sent By: Daniel W. Ryan, P.E. To = CC: Dave Hatin -Town of Queensbury 745-4437 Plan ■ DCALM A Build "/,el's s/ru r pla�t�tbtt?your p�nJecl today!" Permit Number r��N n/ 6 Ul(p�GQU�Ei���U o coDF y REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1c Data filename:CADocuments and Settings\Dan Ryan\My Documents\VISION\Projects\Hayes Construction\3-plex\WALKOUTBSMNT\nofrostwa113-plexBRwo.rck TITLE:3-Plex-No Frost Wall COUNTY:Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Multifamily HEATING TYPE:Non-Electric DATE:O1/06/05 DATE OF PLANS:Dec.2004 PROJECT INFORMATION: West Mountain COMPANY INFORMATION: Hayes Construction NOTES: Garage and Bonus Room included with Walk-out Basement Shallow Frost Protected Foundation COMPLIANCE:Passes Maximum UA=906 Your Home UA=524 42.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1620 30.0 0.0 57 Ceiling 2: Cathedral Ceiling(no attic) 134 30.0 0.0 5 Wall 1:Wood Frame, 16" o.c. 1552 19.0 0.0 77- Window 1:Vinyl Frame:Double Pane with Low-E 93 0.360 33 Door 1:Glass 120 0.350 42 Door 2:Solid 60 0.140 8 Wall 2:Wood Frame, 16" o.c. 1691 19.0 0.0 92 Window 2:Vinyl Frame:Double Pane with Low-E 152 0.360 55 Wall 3:Wood Frame, 16" o.c. 342 19.0 0.0 13 Door 3: Glass 120 0.350 42 Basement Wall 1:Solid Concrete or Masonry 906 11.0 0.0 58 Wall,height:7.8' Depth below grade: 6.8' Insulation depth:7.8' t Floor I.:All-Wood Joist/Truss:Over Outside Air 120 30.0 0.0 4 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 144 30.0 0.0 5 Floor 3(Min RValue Used):Slab-On-Grade:Unheated 44 6.5 33 Insulation depth:2.5' Furnace 1:Forced Hot Air,92 AFUE COMPLIANCE STATEMENT: The proposed building'represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance wit s Code. Builder/Designer Date fWo pF NetV I W Z �1CO"�o 0. 07906� R°FEs s i oNP� y J T REScheck Inspection Checklist New York State Energy,Conservation Construction Code REScheckSoftware Version 3.5 Release lc DATE:01/06/05 TITLE:3-Plex-No Frost Wall Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls-- 1. Wall 1:Wood Frame,16" o.c.,R-19.0 cavity insulation Comments: [ ] 2. Wall 2:Wood Frame,'16"o.c.,R-19.0 cavity insulation- Comments: [ ] 3. Wall 3:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1:Solid Concrete or Masonry,7.8'ht/6.8'bg/7.8'insul, R-11.0 cavity insulation Comments: Windows: { ] 1. Window 1:Vinyl Frame:Double Pane with.Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 2: Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes{ ]No Comments: Doors: [ ] 1. Door is Glass,U-factor:0.350 Comments: [ ] 2. Door 2:Solid,U-factor:0.140 Comments: [ ] 3. Door 3:Glass,U-factor:0.350 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Outside Air,R-30.0 cavity insulation Comments: [ ] 2. Floor 2:Ali-Wood Joist/Truss:Over Unconditioned.Space,R-30.0 cavity insulation Comments: [ ] 3. Floor 3(Min RValue Used):Slab-On-Grade:Unheated,2.5'insulation depth, R-6.5 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 2.5 ft.OR down to at J J least the bottom of the slab then horizontally for a total distance of 2.5 ft. Exterior insulation must have a rigid,opaque,.weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air,92 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] Supply ducts in unconditioned spaces must be insulated to R-11. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code ,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ J ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. r J Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" LS" to 2.0" Over 2" 170-180 0.5 1.0 Ls 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness forHVACPipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2".Runouts 1" and Less 1.25" to 2" 25" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 Ls 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1S 2.0 Cooling Systems Chilled Water,Refrigerant, 40-SS 0.5 0.5 03S 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) � v i ' I I Per cr REScheck Compliance Certificate hecked By/Date New York State Energy Conservation Construction C e REScheckSoftware Version 3.5 Release 1c Data filename: CADocuments and Settings\Dan Ryan\My Documents\VISION\Projects\Hayes Construction\3-plex\WALKOUTBSMNT\rescheck3-plexBRwo.rck TITLE:3-Plex COUNTY:Warren STATE:New York HDD:7635 CONSTRUCTION TYPE: Multifamily HEATING TYPE:Non-Electric DATE: 12/28/04 ®E C DATE OF PLANS: Dec.2004 i� vru COMPANY INFORMATION: DEC 3 0 2004 Hayes.Construction TOWN OF QUEENSBURY NOTES: BUILDING AND CODE Garage and Bonus Room included with Walk-out Basement COMPLIANCE:Passes Maximum UA=906 Your Home UA=521 42.5%Better Than Code(UA) Gross Glazing . Area or Cavity Conti or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1620 30.0 0.0 57 Ceiling 2: Cathedral Ceiling(no attic) 134 30.0 0.0 5 Wall 1:Wood Frame, 16"o.c. 1552- 19.0 0.0 77 Window 1:Vinyl Frame:Double Pane with Low-E 93 0.360 33 Door 1: Glass 120 0.350 42 Door 2:Solid 60 0.140 8 Wall 2:Wood Frame, 16" o.c. 1691 19.0 0.0 92 Window 2:Vinyl Frame:Double Pane with Low-E 152 0.360 55 Wall 3:Wood Frame, 16"o.c. 342 19.0 0.0 13 Door 3: Glass 120 0.350 42 Basement Wall 1:Solid Concrete or Masonry 906 11.0 0.0 58 Wall height:7.8' Depth below grade:6.8' Insulation depth:7.8' Floor 1:All-Wood Joist/Truss:Over Outside Air 120 30.0 0.0 4 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 144 30.0 0.0 5 Floor 3:Slab-On-Grade:Unheated 44 10.0 30 Insulation depth:4.0' I i i Furnace 1:Forced Hot Air,92 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation.Construction Code requirements. When a Registered.DesignTrofessional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance th t ' Code., Builder/Designer Date OF NE�,Y �P �\EL W. Ry O 411 Cr C? 07(9 ROPES S 1010 RESchecklnspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1c DATE: 12/28/04 TITLE:3-Plex Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16" o.c.,R-19.0 cavity insulation Comments: [ ] 2. Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: [ ] 3. Wall 3:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1:Solid Concrete or Masonry,7.8'ht/6.8'bg/7.8'insul, R-11.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.360 For windows without'labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] ( 2. Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: #Panes . Frame Type Thermal Break? [ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1: Glass,U-factor:0.350 Comments: [ ] 2. Door 2:Solid,U-factor:0.140 Comments: [ ] 3. Door 3: Glass,U-factor:0.350 Comments: Floors: [ J 1. Floor 1:All-Wood Joist/Truss:Over Outside Air,R-30.0 cavity insulation Comments: [ ] 2. Floor 2:All-Wood Joist/Truss:Over.Unconditioned Space,R-30.0 cavity insulation, Comments [ ] 3. Floor 3:Slab-On-Grade:Unheated,4:0'insulation depth,R-10.0 continuous insulation Comments:. Slab insulation to extend down from the top of the slab to at least 4.0 ft. OR down to at least the bottom.of the slab then horizontally for a total distance of 4.O.ft. Exterior insulation must have a rigid,opaque,weather-resistant protective,covering that cbvers the exposed(above-grade)insulation and extends at least 6 in,below grader Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air,92 AFUE or higher Make and Model Number Air Leakage: [ ) Joints,penetrations,and all other such openings in the building envelope that are'sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined.. . . [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11. " [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] Supply ducts in unconditioned spaces must be insulated to R-11. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ J All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less.than 2 in.w.g.(500 Pa). [ ] Ducts shall be;supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in.the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code ,as applicable. Service Water Heating: [ ] Water heatem with vertical pipe risers must have a heat trap on both the inlet and outlet unless the, water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water.Systems: [ ] 'Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. i Table 1::Mi anti um Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts_ Temperature(F) Up to 1„ Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) v / I \` UY 4D•DRAMKi C�40tNt ` 1 UNITS '1.9 9 o �, S72 49 Qi 16.27' 4d Z� UNITS !3TO a LOT 10 4,4 sq.f .80 t d 56 acres 0, ZN \ 9 UNITSVa vG r_ r - Y F SEPTIC SYSTEMS FOR THE MULTI-1FAMILY r HOUSING ON LOT #13 IS UNDER YHE REVIEW AND APPROVAL JURISD19 ON w ` OF NY THE EC.TOWN OF QUEENSBURYf AND .a �, �� LOT 11 N \ NEW YORK_STATE DEPT. OF HI'ALTH HAS q NEITHER-REVIEWED NOR APPROVED THESE `� ; -- ` •o �.�� �_ 0.60 acres -- - SYSTEMS: � - - -� - . -- ._ Olt Its -- `` PION MAP. ti, -- \ \ _ 27,046 sq.ft. Af '(o h 0.62 acres h ,40 00 S23044'40"W 11.88' W#- 7o7 L=39.86' _ _ TA V nA AD 1\1n R7- 1 — ?1 =25.00� DOCUP1ENT a 0311301:11.49 LANDS N/F OF LANDS N/F OF \ \ I RAWSON s10 \ \ \ ~ _ 530 I In \ \ \ CARTE & BEAUDIN ° " N 7°9 2 ° " \ \ \ $ \\ \\\ \\\ \\ \\ \ \ �.NO 9'40"E \\ \ \ \- l�fQ&°40'40"E� 18-4.-23- / l I / 1 `\` \ N06g127 E 302.52' N06 41 k0 E t \ N289.51 0 416.60 615 1 Off ice DENSITY CALCULATIONS \\ \\ \ \ \ \\ \\ \ \ \ '- EV=515.78' i-' I ' \ \ \ \ \ \ \ \ /� 610 cc t^�- ro4P1 wv \ \ \ \ \ \ p \ J \ \ \ \ \ _ / <epo, i1;(33A FOR LOT 13 \ \ V Clerk TOTAL AREA 22.85 ACRES � \ ` \ \\ \ \ \ \ \\ \\ _ ` � \ -� NI\ / nrren SILL NG .: \ \\\\ `, \ \\ \` _•'' ,r / s o APP XIMATE LIMITS RR-3A ZONE 3.3 ACRES / / 1 1 ss f OF CLE NG (tyP.) LESS 1,94 ACRES OVER 15/. SLOPES I f / \ \ \ \ \ \ - - --- \ \ v \ \ \ \ - CHANNEL 605 - • \ 1 \ N \ \ \ \ \ \ \ COB INED r sO \ \ `��\ ` DRAINAGE O 1.36 ACRES = 0.45 UNITS \ \ \\ \ \\ \\ \ \ \ \` - t \ \ \ \ \ \ DRAIN \ \ \ \ ` _ \\_--�_\ ` ss s I 1 t\ � \ \ \ HANNEL \ s\ ; \ \ �. \, � � W O SR-1A ZONE 19.43 ACRES \ \ WATER LINE EASEMENT 0,79 ACRES \ \ \ \ _\ \ \\ \ \ / c3` C LE LINE r I 1 { POND '_- (- LESS \ ~ � i ~ �. �' NAGE 1 1 fUcV.-517.20' _ � \ -_ _ `� \� \>�..' \ LESS POND AREA OF 0.62 ACRES \ - 18.02 ACRES = 18 UNITS \ cn NeL I f - \ o AREA-6-\ \\ \ - _ 1 - - \\\ \\\ \ \\` �- - - \\ \ \ S o \ \ \ o -EXCAVATI N \ I \ \\ \ \ ~ `�\1= _ y \\\ \\ \\\ \ DENSITY CALCULATION \ \ \ \ G `- 1 \ \ \ \ \\\ \ •�- y� T\ \\ \\ \���'\c\ POND \\ 8 \ \\\ \ \ \`\\\ ` \` \���\\�� \\� ,�� \\ \`�\ e\ W I"- ENTIRE PROJECT \ _ �.+ el>v.=537.77' 595 W z TOTAL AREA=1,504,335 SF=34.535 ACRES \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \ S \ \ \ \ CO lE LINED \ \ 1 \ \\ \ \ \ \ \ \ \ �, �'` "':...'� \�\'�\\�..\� \ \ \ \\ \\ �• \\ \ \ I B@ POND � I /\ \ \\ \ \ ��S \ �\ RR-3A ZONE 3.30 ACRES \ DRAINA�E \ 1 ELEV.=5oo.12 1 \ 1 l 1 �\ \ 1~ ( \\ \ \ \ \ Lil LESS 1.94 ACRES OVER 15% = 1 \ \ \\ \ 1 /- 1 \ \ \ \ \ p , ( \ ( \` \ - / /\ / I \ t NO \ �� \\ \ �.`\\ \\\ \ \ \ 590 1.36 ACRES = 0.45 UNITS I \ \ \ 1 - _ _ R-1 A ZONE 31.23 ACRES J�' \ � � " .. .� \ t 53s � 1 \�\ ,-, l \ \ \ \\\ /� 1\ •�` .'�_` `,� Lij �`�'_ .�\\ � Say - S \ \ \ \ \ _ Jr , \ \ \, - \ `\ t \ \\\ \ 4"cPP a \ � �� ` > /� � l> >\ 1l \ SQS O 8 X 8 DRYMUL wlm , ~.\ 1 \ 1 t _ \ \ /r / ) ) �. I r J LESS 3.42 ACRES OVER 15% \ _ - - -=- _ \ \ \ \ \ \4'ANULAR STONE RING \ \ \\ - - - \ \ \ GQ�6T 1,I T 1 \ ( \ ry \ \ // fNP.RP.PIPE \\ y \ \ �- `� \ WITS I�N��TON \ \\ \ \ \\ \ \ \ \ C �, I�,1 \ W Q LESS 0.79 ACRE WATER EASEMENT ' I 460 4'a8 ORYLAR STONE N ) \ \ \ \ t \ \\ �-►- '' / \ \ \ J\ \ \ \ _ -- 1 \ Af� RMRtOMRM�OqCHATER \ \ \\ \ \ \\ \ \ \ \ \1 t t t I t` e W J V) - LESS 0.62 ACRE POND (ELEV 462) / \ t \ t \ \ \ / CO MUM, 10'CIVIP - q 1 \ \ \ r\ \ CAV,�TI \ \ \ \\ \ \ \\ \ \ \ \ 11 t t \t 0 !- U W U LESS 1.43 ACRES NEW ROAD ROW , I DRYWELL \ I l"v.-537.2s' ► �,, t \ \ I 1 \ \ \ \ \ '" \ \ 24.97 ACRES = 24.97 UNITS ELEV=484.12 A'P ROXFMATE LOCATION \ \ \ \ - DUAL WPM PIPE .3 \ \ 1701\1 'PERM PE \\ \ \\ \ \ \ 1\\ \\\t� ,\\I t\_ ' „ CJ pRo / \\ OF NEW MAlINTE�AddGE \ \ 1 \ \\ \ �\\ INP.TRENCH � i� \\ \\ „ '� \ \\ \ \ \ \ \ \ \ \\\ 11 � �s � z � c� TOTAL DENSITY = 25.4 UNITS I ! DRYWELL ( \ \ ACCEtS DRIVE GRADE BE ~ I , \ \ - \ (POND O\MMOM) I I \ D vERttow�\ \ \ \ \ \ \ \ \\ 1 11 1 C� Q ELEV=489.06 °cq \ g \ \\ \ COB t 1 \ I \ \\ ! \ \ \ \ \ \ \ \ Nil 1111 l l'---- 5e0 W PROPOSED DEVELOPMENT �oN ALONG �.OW�SIDE OF DRIVE \ ( \ \ \ \ 12 SINGLE FAMILY LOTS `� • °'� T DIVFRTi Wg►TER AWAY FROM 1 I \ \ ~ ~ ~ _ 'NP.PVT3 s\ \ \ \\ \ \ / > \ \ \ \ 111 I 1 I► - - = O V) W TOWNHOUSE UNITSREAP,-OF / J \\ \ ~ - \\ \� \ \ \ \ / j \�\ \\\ 111 \111 I11 \~- 7p I-- U (� W To ti p \ THE LOTS. _ \ \ \ / , \ \ ► t 13 � ,�q � / /"l ! //i• "� P \ \ \ \ 1190�N PERPI PIPE , \ W I 1 1 1 1 � - �„ O Z ,• XISTIN GCL � ROAD BE NP.TRENCH \ \ \ \ \ \ PITOVERFL \ t 1 1 1 ,t 11 - _ f-- W W Da`o\ I Iv// // i '- .\ / \\ ` A IT OVERPIaw� \\\ \ \ \ \ 1 1 575 �/ O N�QON & REVE�E�ATED. \ \\ \ \ \ \-, 1 I i�� II`-- _ z � I-- - AINAGE ES TO BE CUT I R�',RUNfl�F ROM LOT \\ \\\ \ \ \ \ \ 2 1+4•PE".PIPE I i 1 ! - - O Q � W \ -_4'CPP\ \ INF.TRPN(([�IIa1 \�•/\ - \ \ \ \ \ \ \ \ \ \�\\ \ \ IRb(;54C.21' \ (PITOVERPL01T !` ! �I coaaLE uNED � � \ ,� \ `\\ \ \ , _J ! ' 60 ao 570 LL DRAINAGE - LOT 9 \\ \ \\\\\ \ \ \ /! / / -' 00CHANNEL IN, a U = i = w 23,293 sq.ft. S \ \\ \ \ \\\\ \\\ \ I / Wr: 0.53 acres y\ \ \ \ \\ \ - -_ �•- F-- N 000 �'�!� �` \ 4'ANUD►AR TONE RING \\\\ ��\ \ \\� -- -" _ 565 0 ~ � O LOT 13 a 7sr0 Ob+a '"\ \ \\ \ A OXIMATE LIMIT \ \\\ \ \_ _ - O q \ \ \ \ OF I.FARING (tyr.) \ \\ \\\\\ _ -- - 50 � •.� 1,138,921 sq.ft. y> �' _ o \ \ \\==-- -- 560 0 26.15 acres /.��►. \ \ Swq 4tiF \ - \\ \\ s Q W J LANDS TO BE OWNED /�^� o LOT 8 \\ \\ \\ BY THE HOMEOWNER'S ASSOCIATION ,� �O' 20,799 sq.ft. \ \ \\ � (� � a- i LOT #13 TOWNHOUSES TO BE FORMED 480 h '� 0.48 acres \ \ LJ SOT AREAS \ \ \\ Jj DEED FOR HOA LAND (LOT #13) TO INCLUDE 3�° \ \ \\ \ C: � < 7- ~ BLANKET EASEMENT TO SEWAGE WORKS L-9• \\ \\ \ C.) = Q = UNIT A: 1,297.54 Sq.ft. TRANSPORTATION CORPORATION FOR THE PURPOSE R=725.0 �sr103 OPERATING, MAINTAINING AND RECONSTRUCTING ALL -73.21 , UNIT B. 1,297.54 Sq.ft" PORTIONS OF THE SEWAGE CONVEYANCE AND L \ UNIT C: 925.48 Sq.ft. o � TREATMENT SYSTEM; TO INCLUDE ALL SUCH HOA A-70.OQ � UNIT D: 602.87 Sq.ft. z LAND AS MAY BE NEEDED FOR SUCH PURPOSES. vCrr IS °�3 h� LOT 7 \ I UNIT E: 625.61 sq.ft. to (0 \ �• 23,482 sq.ft. \ \ I I UNIT F: 912.41 sq.ft. � rn � '�� Q.54 acres t , UNIT G: 920. 16 sq.ft. '�'�� r�cP , 1 I 555 UNIT H: 627.65 sq.ft. UNIT 1: 631.44 sq.ft. UNIT J: 923.74 sq.ft. J / UNIT K: 906. 19 sq.ft.tt. o v / / _ r~ R=25.00 \ O q Q / / i �i \ 1 •r u UNIT L: 643.05 sq.ft. LLI / /� \ N Lkb / �;, `�q \\ , z z ° z w UNIT M: 908.24 sq.ft. z0° �//////ice ��0 \ \ \ \` gN `�g9 � v�PM /i \ \ \ \\ �3 5• LOT fi \ ' FULL METES AND BOUNDS PROPERTY z j/ //j/// t \ �p / 550 LINE DESCRIPTION OF LOTS 13-A (( / -` 1 \ \ \ - �j ;34,207 sq.ft. THROUGH 13-M WILL BE ESTABLISHED \ AT TIME OF SALE OF INDIVIDUAL UNITS // // 1t / ) t I \ t I ( I I / \ \ 2 ,� 0.79 acres 'n b AND WILL BE FILED WITH THE DEED FOR / / /'II \ \ \ _ \\ �� / /j i \ `s. ''� \ 545 U m THE UNIT AT THE WARREN COUNTY CLERKS �`' ////// � t \\ / \ tl I I \\\ �•00 ��`� \\ O CIO OFFICE. �` ////j \ \ I\�� ` 1 _ _ i� \��\\\ '• \� \\ N04°30150"E 0\ 632. i3' o / ° � � " S06°51_30"W Ig! m \ 57" 73' S06 5i 30 W 530 n 4) o I \ \ t / / - - \�\ \\ \\ 1\\\ � y�t � �\ \ r-- 505 - - - \ 510 515 •gyp a \ ~ 520 525 535 \ t t ` Ir o 9 d) \\ \1 1 11 \ �' `'ay `1 V $ .- ` 25,395 sq.ft. POND \ 1\t 1 \\ \ \ 'oo as y \ aZk°�r1 �1 / 0.58 acrs W N x pD SAT No FL: \ t lo- " 'L•CPP .�O tS, \ ' �� LANDSW ON OF N.Y.S. DEFT. OF HEALTH APPROVAL \ \ / A W VIDE SAFETY BENCH SHALL BE CUT INTO THE \I INvL\I.o6' \\\ /// _ o RA S . SIDES OF THE POND AROUND ALL SIDES AT AN 11 I 1 I \ R/ ELEVATION JUST ABOVE THE PERMANENT POOL IF 111 , 11;1 I 1 \ 60 m LIST OF DRAWINGS THE WATER LEVEL. IN THE POND VARIES SIGNIFICANILY 1 I I I R SAFETY BENCHES SHALL BE INSTALLED FOR EVERY 3 ' �,1 I 1 I / S-i CLUSTER & TOWNHOUSE SUBDIVISION MODIFICATION PLAN Z 1\ \\\ FOOT RISE OR FALL IN POND WATER ELEVATION. IF SAFETY BENCHES ARE NOT INSTALLED, THE POND AREA/ />> i I \ �7 S-2 CLUSTER SUB. GRADING/DRAINAGE/UTUM PLAN ARTMENT OF HEAD-TH Q -. ti \\\ \\\\ SHALL BE FENCED TO PREVENT ENTRY. / !/ NEW YORK STATE DEP S-3 CLUSTER SUB.- SPPP gurew of Water Supply P of y_- _ ��� /i/ /� `�. �� a� � � 5-4 CLUSTER .SUB..- LANDSCAPE PLAN Troy, New York •, L0T Loy' •4 rll \ ��=== w == ;% ��//a ! �� o`�- ` 0 62 ; S-5 CLUSTER SUB.- ROAD PROFILE & DETAILS (� ty 3, LOl \\\\ ~; _--,- ._ _ __ 4�� °; ° / 11� • LLOT4 m S-6 CLUSTER SUB.- WATER & SEPTIC DETAILS-- Date: H Z �. �► S72 4S 08 W 531 s f ,ardws ,,,lell�teerKlttn� caelh► °30 ,�, o �, 16.27' 20, q• S-7 TOWNHOUSE MOD.- GRADING/DRAINAGE/UTILITIES rn,���;,y,�u,�,�►��a �r �r �r � _J a 0.47 acres z- S--8 TOWNHOUSE MOD.- LANDSCAPE PLAN e � to of 01 f offim� """Iando�>�elnee�ReQps l CL I 1 / �° aPP►W"Of the In aicc0 the pmvwwas of 8eaticm 111 t d#W PNh 14VAW Law arlaf �I,a o ° LOT -� _ !\/ \\ - f 5 / I �N �,� S-9 TOWNHOUSE MOD.- DETAILS section _15os v Z 1-B 73�G LOT L .4 •s3, RCS \1 / 1 •may a Ala v '2- �L�T -'' 4 4 •�• V� ryN 3� r3°T �-1 \ \ LOT 1 D o�o /U� HIGHWAY DEPARTMENT APPROVAL �� � L �..�./ _B ,� r3, \ �, 24,4so sq.ft. o�2, . OF HEALTH Q w --- o$.106, M N� 0.56 acres N11 10 00 1vY5 DEPT. Pq = o CO ONS OF aln"DOVAL EFFLUENt PUMP \ '� 0 52 � �-� j N° These plans approved by: I f �Z°1 Op' �► N° " 1. THE PROPOSED FACILITIES FOR WATER SUPPLY AND SEWAGE COLLECTION AND/OR 3e 4•-A LO Kpj G ° $ 0• -` TREATMENT HALL BE INSTALLED IN CONFORMITY WITH THESE PLANS. p T $ �� w cQ ® TREATME S 1-aPP AMP1 °f o a LOT ° 3 1,250 gal. EMERGENCY `i v` Oho NN° 0`� �'► W' �� • ! G 2. BEING OR SUBMITTED, NG LAND SHALL BE TO AND APPROVED BY, THEDED NEW Y113RK USTATE PLANS DEPT.FOR OF HEALTH�BDIVISION !el, '� 3�.4 ° �w� / � iChard A. Mts Ita 9I'+ g p ° ° : Highway Superintendent 3. THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH WATER SUPPLY AND/OR SEWAGE ����� � a ^ ( \J 4-8 \ oc» TREATMENT FACILITIES WERE INSTALLED WITH A LEGIBLE REPRODUCTMN OF THE APPROVED PLANS WITH AN c V qy c 1 \\ \ \ L T 3 ACCURATE, AS-BUILT PLAN DEPICTING ALL INSTALLED SANITARY FACILITIES. r ^ v ��� \\ \ `°� 20.�471 acre 4. THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH THERE WERE NO WATER SUPPLY V�1 �... ", 22 j Qy \\ MAIM' BLDQ' \\ g' -p r \� -�-�' 'a s, ,D % \\ \� AND/OR SEWAGE TREATMENT FACILITIES INSTALLED, WITH A REPRODUCTION OF THE APPROVED PLANS Ala o Q 1 �2' \\\ '� N LOT 11 \o N j �- O 00"W �� WATER DEPARTMENT APPROVAL AND SHALL NOTIFY THE PURCHASER OF THE NECESSITY OF INSTALLING SUCH FACILITIES IN F � � M !y �. CP 26,203 sq.ft. m w p N .4S` w ACCORDANCE WITH THE APPROVED PLANS. �r'�r' W \\ \ \o'0 0.60 acres c o c - 16 - V) LOT 2 S. THE SANITARY FACILITIES ON THESE LOTS SHALL BE INSPECTED FOR COMPLIANCE WITH r^ THE APPROVED PLANS AT THE TIME OF GONSTRUCTION BY A NEW YORK LICENSED � V �-qV$41 E N° t ESEftAt4gAft,APPP%`' ED FM GO."TRUCTK,OK PROFESSIONAL (P.E., R.A., OR EXEMPT L.S.) AND WRITTEN CERTIFICATION TO THAT EFFECT 2 ,973 sq.ft. --� aF THE WAT04 D1Ms UT10 W`SYSTBM-A COPY SHALL BE SUBMITTED TO THE NYS DEPT. OF HEALTH AND THE LOCAL BUILDING CODE V1 -50�°i% 55 acres YUST B ON-SITE DtlKi1WQ cr"STR�T1QN WQRK ENFORCEMENT OFFICER WITHIN 30 DAYS AND PRIOR TO OCCUPANCY. o iV is I '.a o C,�, =�• 6. INDIVIDUAL SEWAGE TREATMENT SYSTEMS SHALL NO LONGER BE CONSTRUCTED OR USED a 7 4•a g>Sv aQ w t9 �° ANty.CAAIIBAtypF QOlrkftn riuM be I�p�'(W FOR HOUSEHOLD DOMESTIC PURPOSES WHEN PUBLIC FACILITIES BECOME AVAILABLE. TT 11 ' "�---�'�� h N o Ry t�1B'WQj9[ 1� CONNECTION TO THE PUBLIC SEWAGE SYSTEM IS REQUIRED WITHIN ONE YEAR OF THE V `ST J / LOT 12 '� o - SYSTEMCS) BECOMING AVAILABLE. LOCATION MAP: / 27,046 sq.ft. 7. PLAN APPRO I LIMITED TO 5 YEARS FROM DATE OF APPROVAL, AND SHALL 43,698 sq.ft. EXPIRE ON Z.-{I�,SIj TIME EXTENSIONS FOR PLAN APPROVAL MAY BE Dili a 0.62 acres 1.00 acres GRANTED BY THE IVYS DEPARTMENT OF HEALTH BASED ON DEVELOPMENT FACTS AND THE �OV , l l /N N74°~ _"`' REALTY SUBDIVISIONS REGULATIONS IN EFFECT AT THAT TIME, A NEW PLAN SUBMISSION MAY �'1r N ! 4r\\ 30 E PLANNING BOARD APPROVAL BE REQUIRED TO OBTAIN A TIME EXTENSION. 1 T+OPOG1FiAPH1l 4/?A/06 /� ~ L // `O � �.. �C► � o ------�._ 214,48' S69°02' )5"E _ R •• OA = h h 0j 19.60 8. THE APPROVED PLANS MUST BE FILED WITH THE WARREN COUNTY CLERK 2 f11 W $� y ^tD V,'� sp 0� `-`- Approved Under Authority of PRIOR TO OFFERING LOTS FOR SALE AND WITHIN 90 DAYS OF THE DATE OF PLAN APPROVAL. ! �7 _ ZONING INFORMATION: o 0 .► Q a Resolution Adopted 1 !�....--�s-- 9. ALL LOCAL AND OTHER STATE AGENCY RULES AND REGULATIONS SHALL BE COMPLIED WITH. 3 PANDTIOPO 10/E/05 ' y �v by the Planning Board of the 4 WM 3/� SR - 1 A SUBURBAN RESIDENTIAL - 1 ACRE �\ S23°44`40"W h o Queen9b r New York. , Y NEW YORK STATE TRANSPORTATION CORPORATION LAW, ARTICLE 10, TO OPERATE THE � - •1' 10, A SEWAGE-WORKS TRANSPORTATION CORPORATION MUST BE FORMED IN ACCORDANCE WITH D01i C�V. sr MINIMUM LOT WIDTH = 150 11.88 ^ 1 _ 1�pN !-�� 5 DOH 11/. 4/26/08 Y _ _ Chairman COMMUNITY ON-SITE WASTEWATER SYSTEMS SHOWN ON LOT #13. THESE SYSTEMS ARE TO BE FRONT SETBACK = 30 �\\` \ ��� INSTALLED BY THE DEVELOPER AND TURNED OVER TO THE TRANSPORTATION CORPORATION g (�q•I 5130106 ;. co SIDE SETBACK = 30 TOTAL, 10 MIN. �, Date Signed QQ_ 3 D �� ALONG WITH THE NYSDEC SPDES PERMIT FOR THE SYSTEMS PRIOR TO THE TRANSFER OF ANY nob#10 rest►. 1.It 1 REAR SETBACK = 20� / g OF LOTS #13A THROUGH #13M, ARTERIAL ROAD REQUIRES DOUBLE LOT WIDTH OF 300 `''•��.. 1 � OR SHARED DRIVEWAY _ L-3s.86' LOT 1 � scAt,� 1 = 50 �t « AND MINIMUM FRONT SETBACK OF 75 i • « �--- •- _ TAX MAP N O. 87- 1 - 21 R=25.o1>`.L=25.58 33,280 sq.ft. TIC SYSTEM MAINTENANCE r ! ;R \\ A=25.00 Spa°¢4 1 0.76 acresSEP JOB Ik 47330 �- • A, 1 _ "-i�' ~r ' -�" ��"{-•-it- THIS SUBDIVISION WAS PREPARED roQ �` ����```�i�,QF.N, W, y`'►''��,, r, A -, . UNDER THE SUPERVISION OF A LICENSED PROPERTY IS LOCATED WITHIN , S 1 - _-_ '36' MAINTENANCE OF THE SEWAGE COLLECTION AND TREATMENT FACILITIES LOCATED ON LOT 013 AND SERVING LOTS Vim- \ s2p°si THEQUEENSBURY UNION FREE '�w =LAND SURVEYOR AND WAS MADE FROM 45 ABS THROUGH #IDS, INCLUDING SEPTIC TANKS DOSING PUMP STATIONS, DISTRIBUTION BOXES, SUB (1 r _ � .y, ABSORPTION FIELDS, SEWAGE PIPING UP TO THE INDIVIDUAL BUILDINGS SHALL BE THE RESPONSIBILITY OF THE a ACC OWNER /APPLICANT 88' �r�•� OVERFLOSEWAGE W TANKKS TALARM� PUMPOSEPTICPT ANTKS ONCE MAINTENANCE 2E YEARS, WEEKLY CHECK OF LEACH FIELD INCLUDD DAILY CHECK FOR PAREAS TO OR 1 ar I; I �� AFIELD SURVEY. 25 ..t?5- t�`� SIGNS OF DISTRESS AND SERVICING OF PUMPS AND PUMPING OUT OVERFLOW TANKS AS REQUIRED. A •�� t SCHOOL DISTRICT (HECK FOR SIG �• CONSISTENT WITH THE ZONING WESTERN RESERVE, LLC SPARE SEWAGE EFFLUENT PUMP SHALL BE KEPT AVAILABLE AT ALL TIMES FOR USE IN REPLACING A FAILED PUMP. THIS PLAN IS CONS S E W and . . ,,., ,..- 5. ORDINANCE OF THE TOWN OF QUEENSBURY. 395 BIG BAY ROAD �g1�...• L ,.� _ I �,~ THE QUEENSBURY CENTRAL QUEENSBURY, N Y 12804 ��i�► ► iwvv `' CONSTRUCTION OF THE SYSTEMS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE COMPLETED IN PROPOSED IRON ROD MARKERS TO BE SET AT ACCORDANCE WITH THE NYSEDEC SPDES PERMIT N0.$-S�a4 o©S3 /vaoc�/ ISSUED FOR THE SYSTEMS. EACH LOT CORNER OR CHANGE OF DIRECTION. FIRE PROTECTION DISTRICT PHONE (518) 792--9142 �.