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2005-279 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20050279 Date Issued: Friday, June 08, 2007 This is to certify that work requested to be done as shown by Permit Number P20050279 has been completed. Tax Map Number: 523400-239-012-0002-056-000-0000 Location: 34 HOLLY Ln Owner: BRIAN HOGAN Applicant: BRIAN HOGAN This structure may be occupied as a: Fireplace By Order of Town Board Single Family Dwelling 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: P20050279 Application Number: A20050279 Tax Map No: 523400-239-012-0002-056-000-0000 Permission is hereby granted to: BRTAN T-TOC'TAN For property located at: 34 HOLLY Ln 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 Value Owner Address: BRIAN HOGAN 34 HOLLY Ln Fireplace LAKE GEORGE NY 12845-0000 Single Family Dwelling $420,000.00 Total Value $420,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-279 3163 SQ FT SINGLE FAMILY DWELLING $379.56 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, June 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 t e Tow f Q ns]j Iry; ay, June 07, 2005 SIGNED BY for for the Town of Queensbury. Director of Building&Code Enforcement Check Residential Plan Review: One&Two Family Dwellings (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans:90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size } Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space "N Above/Below grade,5.7 sq.ft. j Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Drop in 10'Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where l Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls E Platforms At Exterior Doors ' Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise fi Winder Run and Rise Spiral Not Allowed From 2d Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width,36"min. . _ Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas s, ( Garage Fire Separation Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed Permit No. �a Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid C 742 Bay Road,Queensbury,NY 12804 Recreation Fee Dave Hatin,Director codes@aueensburx.net Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit 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 en Owner: � Address: Mst U6W4 Address: Aas=-,- Ali. Home Phone: Sik- 3 6%4 Home Phone: Email Address: W Ft Nrca) rtj lCcw� Email Address: Cell Phone: •Stk-tl7.0-7??Z, Cell Phone: FAX Phone: St? �- � _U92 FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: e-ca- Address: 1 � � P-A '2g VJ&+�J-- C A-Z Phone Location of proposed construction: Lot No. 3V Legal Address: �6y' CA"^C Tax Map Number: ��`t ��--Z-- S7(0 Subdivision Name: Estimated Cost of Construction: $ 0 2-0,007)- W Q C t EIVED Proposed construction is for: Residential Use _Commercial Use Z005 Name of Business: OWN OF OUEENsWRY If proposed construction is an addition,what will use of new addition bed T BUILDING AND COOS New Addition Alteration Proposed Construction 10 Floor 2nd floor Other Total Proposed structure (Occupancy Type) Sq. Ft. sq.ff. Sq.Ft. Square feet Height Ft.&in. f Single-Family Dwelling Two-Famity Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Garage 1, 2, 3 Type of Heating System: Electric, Oil, Gas, Wood, Forced Hot Air, Baseboard, Other: 0", Is a fireplace and/or woodstove being installed, please refer to a separate application. ""'Yes _No 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: 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 described 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 work' a thorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or rtifi ate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and C es an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location o-LiaLaew constructio . Date: S/31b- Applicant/Builder Signature: The application of Q Nlz� "l^.L­ki� dated is hereby approved and permission granted for the construction, reconstruction or alteratio of b ' ing/ I accessory structure as set forth above. Date: Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application/ v:12/14/04 Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances Date t . , 20 Permit No. `U 6, / Application is hereby made to the Building& Codes Of.fice for the issuance of a Building and U.se Permit pursuant to the New York State Fire Prevention and Building Code. 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 all inspectors to enter premises to perform required inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: ,�"� � ri Stove: wood coal pellet gas Fireplace insert Address: 11'.4 JAWu LA A,Cr Fireplace, factory-built: wood gas �+ �. Fireplace, masonry: gas Furnace: wood gas oil Phone: If non-masonary applicance, please provide Owner: , Manufacturer Nne: Address: Model Number: _ Chimney Information Phone: (circle appropriate words) Masonry block brick stone t Flue the steel size: inches Exact Address: 'S A-*►v of construction or installation Factory-Built Manufacturer name: Model Number: Note: Listed By: Number: Construction/Installation must conform to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury Handouts regarding required inspections. Double wall / Triple wall / Insulated / Direct venting Chimney Liner Ca.�erl:.ie�z-',er?.��,pa.r�m�t--Tom. o.P Q►�.ac�e��,e�bury, 1V'e�-Yorl� Fire rshal Code# S Collected S Refunded Received from (refunded to): �, � �� acldres:i: A 17I-J3B ...fU ublicSafety � __— ------- A 233 2655�(230)Minor Sales DATE: White(Applicant) / Green(Fire Marshal) / Yellow(Bldg. Dept.) / fink K Goldenrod(Cashier's Dept.) I . 1 Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: .........................„.................. .................................... Office Use Location of installation: ubik►, Cox File Pgmit No. Tax Map No. Fee Paid Owner's Name: .... .................................._.....__....................... Address: L � � y 2. INSTALLER'S NAME PHONE NO. 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/bdrm = 1991 —present x 110 gal/bdrm = Garbage Grinder Installed yes— / no Spa or Hot Tub Installed yes_ / no i 4: PARCEL INFORMATION: (circle applicable information&indicate measurem$nts) Topo ranhv Soil Nature Ground Water Bedrock or Impervious Material . Domestic Water SuIpply Flat sand at what depth at what depth municipal Rolling loam feet feet well Steep slope clay i , if well; water sup, 4ly slope other from any septic-system depth: absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: F2r New Construction: All individual sewage disposal systems must be designed by a hct used 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. Septic Tank: gallon (min. size 1,000gal.) Tile Field: each trench fl. Total System Length: ^ � Seepage Pit(s): number of size of each: fl. by; Size of Stone to be used: # / depth or thickness feeti Bed System Size: x Alternative System: length and/or, size I 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. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the 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 app ' t,shall be void. i I have read the regulations with respect to tsap ca 'on and agree to abide by these and all requirements of the Town of Queensbury wage Disposal Ordin�nce. L� Sig ature of respon bie person Oate :'1•owil or Queen ai)Ut•y 'fit; vt:rt :»u1 5t;w;i� t; [>i.�j:tt:t:tl t•irsti:tt•r i A[>htaitli x t: � 11U; t)MI'•t'ION IN FNA.) ' RI;I'11RN110N R NU1ItlllhlIt'sN 1;•; POND 1 • •gte+�aY c,��►tc� •, �t ►�•�w 1iew= �... Cz •t1 I I � /' t+�y� '� l lit tY i ' 1yy,�t�ItP11q 1 p't A.LCs � i i I i I 1 . I I i I SIGNATURE &INEOPIdAT101i =I :•`":+'F YVl.�lny'l3�Lx.�r.�wv►<�aoM.........y•r i I i • TOWN OFOUEENSBURY Richard A.. 11 missita I G H WA'Y Kqh"SuPedntend nt DEPARTMENTHome(518)798-5127 742 Bay Road • Queensbury,NY 12804 Michael F. Travis Wce Phone: (548) 764-8211 Deputy R'9'Y Superintendent (5i8)798-0413 Fax: (518) 745-4466 DRIVEWAY PERMIT DATE: S131 APPLICANT NAME: eRrN 6-,Q nn TELEPHONE NO.: `A 5s' --372-4 05-2 w ADDRESS TO BE INSPECTED: Z4 "Z Lpmc (sz7e, A bla'-11V0 RETURN ADDRESS: � ��`�c I LPg-) Applicant must show exact location and width of driveway(s)to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP I: ( )Preliminary Approval NEED: { )Slight swale ( )Level with the road ( )Deep swale Size pipe to be used(if necessary) ( )12" ( )15" ( )18" ( )24" ( )36" Preliminary inspection completed by DATE Approval by Highway Supt. Deputy Supt Upon completion,please resubmit this approved permit for a final approval. STEP 2: { )Final Approval { )Rejected DATE: Richard A. Missita,Highway Superintendent COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. �(� Main Office 176 Doe Run Road-Manheim,PA 17545 r� MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No........................................Cert. N 2 9 4 8 5 8 Cut-in Card No.........................I.......... Owner..............13f.. ..a2 xx.......................................................................... .................... .... Location....� .lTfl. .L .G �i.......©..../................f.,..........p................. l.L.0................ Instal ation Consisti of. Z � 7`X —' C" o 3,cy�."'s �?/C g /........,.y..,...............;...... ..................................... ...f-; i4' �-P4— $1V7�et-S ....... InstalledBy..... .. L .................................................Lic.No.................................................. ...................... .. The conditions following governed the issuance of this certificate,and any certificate previously issued is -ancelled:- 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 f m ng spections at any time, and if its -ules are violated,the Company shall have the right t r o e t is ce ificate. Date..... .� ..Q. .................. INSPECTOR........... ....`... ..................................................................... 2 / /Z/4 &�,/t Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: 2'3'' am/�pm`, Depart: _am/pm Date Inspection request received: Inspector's Initials: . — NAME: ��— h PERMIT#: 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 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,porches 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/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: 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 Furnace/Hot Water Heater operating Low water shut-off boiler � �� f Q�r►, Relief Valves installed/Heat Trap/Water Tern 110 Enclosed Stairs Sheetrock Underside minimum%:"Gypsum Basement stairs closed rise>4 inches ��/� w� � �� /►'1��' Garage Floor Pitched e14 Garage fireproofing/%hour fire door/door closed/h Duct work Sealed properly eri''Na I Gas Logs in Sealed or Glass Enclosure Final Electrical �C M(r+t e' Cove- rip Final SurveyPlot Plan J As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required 4�6 m ltifs Flood Plain Certification,if required Okay to issue C/C or C/O Temporary Permanen L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form—revised—I 00405.doc Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 " Date received:' I 2 I NAME: �b6b k LOCATION: . [ 661-1 e( k/+) PERMIT#: o — Z 7 t Final Survey Plot Plan A roved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey h een: n ),,,D Cr ,Zoning Administrator Notes- rQ1 - L:\SueHemingway\Building.Codes.Inspection.FORMS\Fina1 Survey Zoning Administrator.doc LANDS NrF L.D.MACC OUIN&LA SHOPS (606 d 790) N 89°15'35" E, 160.6 Pt N 89009*20" E,221.56' 1 01 `< t. 1 QI MANHOLES � 1 uj PAk0ADSEPrIC tp u, 15#TO wA7ER L11IE o o AREA=14,545tSQ.FT. W i t N c� z (0.33t ACRES) z t' LAKE GEGRGE . 6 � ; ' 23 1 Z r 1. a = _ O40FF•-- o m N LANosw O CAFCHRYs !9 AREA=33,462tSQ.FT. 2* (0.76t ACRES) �Z 2, c i t DOMAREA 0 6 Y a CD 1 1 POWER 1 b 2CY 4 ,5' W BOX Z " 12't 23.7 ' Wig S 89*15'30"W, 130.34" nL — — — ___�—__ LL Un„ � 5 A-0 POLE / ev 24.3 O i LANDS NIF D.G.&PA SLATS ' 1 = 1 (1219d096) 1 1 22.1' 1 1 S 89°04'W, 226.0' 4 CAPPED RON ROD t � � 1 � � RECEIVED I LANDSNIF eAERTCHI (1022d162) 79 ` DEC 16 ?m TOWN Ur t,tuttfvotsURY l/ 1 BUILDING AND CODE i Tnautomad alterdon or addition to a su map bearing a licensed land urveyoes seal is a violation of Section 7209,subdivision 2,of the New Yak State Education Law" TITIR SURVEY OF PREMISES LOCATED AT Certifications indicated hereon Only Copies f the STREET NUMBERS 33&34 HOLLY LANE signiry that this survey was prepm original BELONGING TO BRIAN HOGAN inaccordancewiththeexlsting Cocki of Practice for Land Surveys this surve ke ' an �by the New York State Y RTi CITY,VIIdA6E OF: COUNTY OF: Asudabo n of Professional Land 0 I QUEENSBURY WARREN Surveyors said certifications shall Ian N nm only to the person for whom STATE OF NEW YORK �on ftIs r to prepared, mboss half be _ 133 MOHAWK AVENUE company govw.rmerltal agency Co si red to SCALE: 1 30' SCOnA,NEW YOM 1 and lending Institution hated hereon, ies and to the sealg of the lending DATE: 11/1/06 institution.Certlfxations are not 51 393-0989 � e�additior>al LS #47416 RAYMON°A. (518 393d M FAX in�itutioxns a slrbse�uent owners. LAND SURVEY01� Y— (c� Queensbury Building & Code Enforcement - Residential Final Inspection ��'►--- OfficInspection No. (518)761-82564 Arrive:am/pm D art: am/pm Date request received: ! C'�' Inspect is Initials: NAME: � n %u^- PERMIT#: �S � l LOCATION: DATE: TYPE OF STRUCTURE: �' Commen s Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete / f� Platform at all exterior doors r'�GJ�k, Guards at stairs,decks, atios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 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/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: r# D l L� Outside every bedroom area: Inter Connected: Battery 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 insulationp.� Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade l )` Gas Furnace shut-off within 30 feet or within line of site / Oil Furnace shut-off at entrance to furnace area Lel Furnace/Hot Water Heater operating Low water shut-off boiler d� Relief Valve(s)installed/Heat Trap/Water Tern 110 Enclosed Stairs Sheetrock Underside minimum%z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan A10,Pk6 U44' As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Fo-kay to issue C/C or C/O [Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form—revised—I 00405.doc ALARM SYSTEMS (518)272-2007 514 FOURTH STREET,WATERVLIET, NY 12189 FHAARTINC. FAX 2-7724 N.Y.S. L C. NO. 7 0001 1377 June 23, 2006 Mr. Brian Hogan 3$Holly Lane Lake George, New York 12845 Mr. Hogan: This letter is to confirm the installation of smoke detectors in the above residence for NYS Building Code requirements. The following hardwired units were installed and tested on Wednesday, June 21, 2006: Six (6) GE Security 449CST photoelectric smoke detectors with built-in 95db piezo Please do not hesitate to call or email me with any questions regarding this letter. Sincerely, 70�rl Kenneth J. Hart Vice-President ken@hartalarm.com KJH/dmz enclosures WWW.HARTALARM.COM Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Masonry Chimney/Fireplace Inspection Report Permit#� _ Schedule Inspection �m anytime Rough In Final Name 1 6/ 41, Address U� 1'� Inspector Yes No N/A Comments FOOTING Concrete or solid masonry Minimum 12"thickness Extends minimum 6"beyond f/p on all sides Below frost line Cleanout o —noncombustible cover FIREBOX Walls must be solid—no hollow masonry allowed 8"minimum thickness—back/side walls Joints between firebricks—t/4"max Refractory mortar used on firebrick Minimum depth 20" Fresh air intake Clearances to combustibles:4"rear,2"sides/front LINTEL/THROAT Non-combustible material Minimum 4"bearing length each end Damper install minimum 8"above Vp opening SMOKE CHAMBER Walls must be solid—no hollow masonry allowed Minimum wall thickness 6"including liner Firebrick lining laid with refractory mortar CHIMNEY Minimum wall thickness 4"—solid masonry Must be lined with appropriate liner type Clay flue liner laid with refractory mortar Flue liner smooth surface inside,no mortar Minimum masonry thickness between flues 4" Minimum clearances to combustibles 2"for interior chimneys,I"for exterior 'J Termination height minimum 3 feet above highest point of roof where it passes through,2 feet above any combustible construction within 10 feet EA capinstalled H HEARTH./HEARTH EXTENSION Constructed of concrete or masonry Supported by noncombustible material No combustible material on underside Minimum thickness 4"—hearth only Minimum thickness 2"—hearth extension Hearth Extension—16"to the front,8"to sides NOTE:if F/P opening is greater than 6 sq.ft.,must extend 20"front,12"sides MAN EL TRIM No combustibles within 6"of F/P opening Combustibles within 12 inches of P?opening cannot _project more than 1/8"for each inch distance from F/P opening Framing / Firestopping Inspection Report a Office No. (518) 761-8256 Date Inspection uest received: Queensbury Building&Code Enforcement Arrive: Gl am/pm D part: am/pm 742 Bay , Q u Road ueensb ,NY 12804 Inspector's Ihitials: �' NAME: r!'cA-r�-� PERMIT#: LOCATION: 34 INSPECT ON: 3 TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum 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 '/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 water shield 24 inches from wall Fi separation 1, 2, 3 hour ire wall 2, 3,4 hour Firestoppingj�-�1 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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspqc4on request received: Queensbury Building&Code Enforcement Arrive: -' am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspectors Initials: / NAME: 4v PERMIT#. 05 LOCATION: v l INSPECT ON: "t> ( 4P TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum 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 %z 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 water shield 24 inches from wall Fire separation 1, 2, 3 hour re 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 Framing/ Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: 3 �� r` Queensbury Building&Code Enforcement Arrive: am/pm Depart: IaQW 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: 14r2 6Ll PERMIT#: LOCATION: L INSPECT ON: /gyp TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum 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 %z(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 water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour irestoPP g in Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side ;/z 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 In r Rough Plumbing / Insulationspe Inspection Repo p � Office No. (518) 761-8256 Date Inspection re ue received: Queensbury Building & Code Enforcement Arrive: dm/prri 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 64W Al PERMIT #: � LOCATION: kkj j d L6,,J Q— INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent J Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ chan a 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 P.S.I for 15 minutes sulation Residential Check / Commercial Check c3—P 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\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 rPRUIest received: Queensbury Building & Code Enforcement Arrive: Z�n am m , Depart: � a /pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: i NAME: v j PERMIT #: 0 -5- J7 y LOCATION: Q L- INSPECT ON: Ix TYPE OF STRUCTU E: Y N N/A Plumbing / Nail Plates IN 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 Pry Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Premre'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 re wired unheated spaces /t5 bustion Air Supply for Furnace t work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 74.5-4437 Masonry Chimney/Fireplace Insnection Report !131k Permit#� 04 Schedule Inspection wpm anytime Rough In X Final Name Address 'i U%i L tj L- Inspector Yes No NIA Comments FOOTING Concrete or solid masonry Minimum 12"thickness Extends minimum 6"beyond f/p on all sides Below frost line Cleanout opening—noncombustible cover FIREBOX Walls must be solid—no hollow masonry allowed 8"minimum thickness—back/side walls Joints between firebricks—'/"max Refractory mortar used on firebrick Minimum depth 20" W { Fresh air intake Clearances to combustibles:4"rear,2"sides/front LINTEL/THROAT Non-combustible material Minimum 4"bearing length each end n Damper install;ed,minimum 8"above Vp opening SMOKE CHAMBER Walls must be solid—no hollow masonry allowed Minimum wall thickness 6"including liner X Firebrick lining laid with refractory mortar CHIMNEY Minimum wall thickness 4"—solid masonry Mast be lined with appropriate liner type Clay flue liner laid with refractory mortar Flue liner smooth surface inside,no mortar Minimum masonry thickness between flues 4" Minimum clearances to combustibles 2"for interior chimneys,I"for exterior Termination height minimum 3 feet above highest point of roof where it passes through,2 feet above any combustible construction within 10 feet Chimney cap installed HEARTH/HEARTH EXTENSION Constructed of concrete or masonry Supported by noncombustible material No combustible material on underside Minimum thickness 4"—hearth only Minimum thickness 2"—hearth extension Hearth Extension—16"to the front,8"to sides NOTE:if F/P opening is greater than 6 sq.ft.,must extend 20"front,12"sides MANTEL/TRIM No combustibles within 6"of F/P opening Combustibles within 12 inches of F/P opening cannot _project more than 1/8"for each inch distance from F/P opening low Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 dl Masonry Chimney/Firev Ins 'on Re ort Permit# S��}� Schedule Inspection 'Jo pm anytime Rough In Final N=4 �, f_ Address 3 L Inspector � Yes No N/A Comments FOOTING Concrete or solid masonry Minimum 12"thickness Extends minimum 6"beyond f/p on all sides Below first line Cleanoat o pening—noncombustible cover _ P Walls mast be solid-no hollow masonry allowed 8"minimum thickness—back/side walls Joints between firebricks—Ye"max Refiuctory mortar used on firebrick Minimum depth 20" Fresh air intake Clearances to combustibles:4"rear,2"sides/front LINTEL/THROAT Non-combustible material Minimum 4"bearing length each end Damper instaked,minimum 8"above Vp o eni SMOKE CHAMBER Walls must be solid—no hollow masonry allowed Minimum wall thickness 6"including liner Firebrick lining laid with refractory mortar_ NEY Minimum wall thickness 4"—solid masonry Must be lined with appropriate liner type Clay flue liner laid with refractory mortar Flue liner smooth surface inside,no mortar Minimum masonry thickness between flues 4" Minimum clearances to combustibles 2"for interior chimneys,I"for exterior Termination height minimum 3 feet above highest point of roof where it passes through,2 feet above any combustible construction within 10 feet Chimney cap installed _ HEARTH/HEARTH EXTENSION Constructed of concrete or masonry Supported by noncombustible material v No combustible material on underside Minimum thickness 4"—hearth only Minimum thickness 2"—hearth extension Hearth Extension—16"to the front,8"to sides NOTE:NF/P opening is greater than 6 sq.ft.,must extend 20"front,12-sides MANTEL TRIM No combustibles within 6"of F/P opening Combustibles within 12 inches of F/P opening cannot \�j project more than 1/8"for each inch distance from �( F/P opening Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 0-S Queensbury Building & Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: . NAME: VmGL�,CC PERMIT #: �"�7 LOCATIO INSPECT 0 /0 o� TYPE OF STRUCty TURE: Y N N/A Rough Plumbing / Nail Plates '"n Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size �15 Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction �h Pressure Test Drain / Vent / r1 Air / Headloe 5 P.S.I. or 10 ft. above highest connection for 15 minutes j Pressure Test 5 Water Supply Piping -- Air/ Head d 50 P.S.I for 15 minutes ,C71nsulation Residential Check / Commercial Check ro er Vent Attic Venti Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace �eaf— Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&CodesUnspection FormslRough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 f ri l l Lo Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: ueensb Building `Q ury 1 mb &Lode Enforcement Arrive: am/ epart• pm ' 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: 406,�lL? PERMIT#: 05 LOCATION: _�}-D/-t-i � INSPECT ON: —� - 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 enforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Vo-o—ting 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\SueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p epari anv'pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: 0 NAME: \,� Y) PERMIT#: _ LOCATION: INSPECT ON: TYPE OF STRUCTURE: I Comments N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement I 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: f� 12 inch width wo r 6 inches above footing 6 mil poly for wet areas under slab _ pproval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\fluilding.C:odes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 i �f�1 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pA? epart: 4an�P 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: _ /fr NAME: , PERMIT#: 06 — J-7 LOCATION: INSPECT ON: _- _- TYPE OF STRUCTURE: Comment Y N N/A—I Footings Piers Monol� hic Slab Re' forcement 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 F oting 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:\,SueHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: f Queensbury Building; &Code Enforcement Arrive: am/pm Depart:���nv`pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: _ _ PERMIT#: LOCATION: C>r tw INSPECT ON: ZO TYPE OF STRUCTURE: Comments Y N /A ootings — l � Piers Monolithic Slab ✓� v�S 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. i I.\SueHerningwaylBuilding.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 / to l � Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ epart: - am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials _ NAME: PERMIT#: C9Z S—C* / LOCATION: �_ � INSPECT ON:-- TYPE OF STRUCTURE: Comments A~ Y N N/A ootings / Piers r Monolithic Slab Reinforcement in Place i� The contractor is responsibl 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: 12inch 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. LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 La.-Jv FAA olouquo"% DA-LCUA UV50LA x .......... mw L9 KITCHEN 151-5 x W-2 cs cs --3 ON x 7'-5!S 4m ENTRY k \�13ATH IT-1 x 9-a CLOSET L LAUNDRY/PANTRY V--f x V-2 NO b lo 7- : M,_0 Lj ---PCVIM 5-W4 W-6 x W-10 56-0"5 .......... ...........-------- HP Officejet 6100 Series 6110 Log for Personal Printer/Fax/Copier/Scanner Liz Feuerstein (518) 882-9323 Apr 25 2005 9:45pm Last Transa tion Date Time T)e Identification Duration Pages. Result Apr 25 9:43pm Received 5186563504 1:16 0 Error 232* * A communication error occurred during the fax transmission. If you're sending, try again and/or call to make sure the recipient's fax machine is ready to receive faxes. If you're receiving, contact the initiator and ask them to send the document again. N J CL m r co m METAL VALLEY FLASHING 24" WIDE NAILING CLEATS o� /�36" WIDE RUBBERIZED ASPHALT BAND UNDER METAL Ln CRIMP 28 GA. MIN. GALVANIZED, ALUMINUM, OR COPPER. OPEN VALLEY WIDTH 5" AT PEAK SPREAD WIDER OVERLAP JOINTS 6" SOLDER JOINTS BY 1/8" PER FOOT DOWN TO EAVE. w to - U W ..J J L R� f0 N N O un PLASTIC ASPHALT CEMENT 0 UNDER SHINGLES 1N VALLEY VALLE"' GOi 5TRUCT I Old 6x8 PO j 2x8 T&G DECKING HIV JOIN' DOWN) 6x6 JOISTS x 6x>2 PLATE cv r 2nd FLOOR 6x12 GIRDER 6x12 OUTSID GIRDER 8x12 GIRDER 6x8 POST 8x8 POS 6x6 POST 1 1st FLOOR FLOC 2 BLOCKING BLOCKING I I STEEL COLUMN RZ I I STEEL COLUMN I I � 4" SLAB G •d EL9E-LLE-8TS ue20H ueIJ9 e8a :L0 SO To unC Y3H 6tandoff 1112' Min )13H Handrail ordy atndafF full wall, M FaetisM handrail — to staMdoff with 11 la Allha ndrai I to _ ai andoff and a c mwo E eta ndoff to .E poed�with (2) 5"la g cc rsyrio. l�ii 1 a nd I�al ue�sr� Pa e e a exro po exi:, Wall fallowe the etringsr. lag or-rewoatcach onk Fim ioh flop ri ng Floor oyeaterr' CS 514' kickboard Floorl7ea m 9 -d EL9E-LLE-BTS ue2OH ueIJ9 e8Z :L0 SO TO unr TV OtsridofF Handrail only at LM full wall � Ida it and Ira lu��sr� end air ro root handrail 'mall :zo ota nc loff with fol low& tht la `q errswep _ otrim!pr. L 'd EL9E-LLE-819 ueOOH ueiug e6Z =L0 SO 10 unr 15 or 30 LB FELT PAPER, START AT TOP OF ASPHALT BAND. Q METAL DRIP EDGE ALONG RAKE (OVER UNDERLAYMENT) �. yc�4�gA4 5 0 o FOURTH COURSE FULL SHINGLE o m O N cD m r THIRD COURSE ~` / ro 20" REMOVED Lr) SECOND COURSE / 10" REMOVED i FIRST COURSE FULL SHINGLE 1/4" to 3/8" DRIP OVE HANG j c 1 '0 STARTER COURSE _ _~AIR INLET (SCREEN) c ro METAL DRIP EDGE ALONG EAVE L m SHINGLES SHOULD NOT BE N JAMMED TIGHTLY TOGETHER 0 Ln 0 o c m /AIR FLOW a o iz4 HORIZONTAL STRAPPING 24" 0/C m 3' WIDE RUBBERIZED ASPHALT BAND ALONG SAVE N 5/8" EXTERIOR GRADE PLYWOOD c / RIGID INSULATION LAYER 6 MIL. VAPOR BARRIER / (WRAP OVER WALL V.B. 24") fa8 or 2x8 TAG ROOF DECIUNG FIT JOINT TIGHTLY AT EAVE 2z4 BLOCIQNG / CRITICAL INSULATION JOINT (FOAM ANY GAPS IN INSULATION) c / STANDARD rZTBLOCK ASSEMBLY (IF APPLICABLE) CEDAR SPACER BLOCM 24" 0/C o (1 x4x4, WRAP WITH FILTER SCREEN) .' lx8 FASCIA lz4 SHINGLE MOLDING L Ga �0 I m N O Ln O O C r7 i. Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES check Software Version 3.6 Release 1 Data filename: C:\My Documents\Personal\Lake George\34 Holly Lane\34 Holly Lane RECEIVED PROJECT TITLE: 34 Holly Lane-Hogan Residence MAY () 3 2005 COUNTY: Warren STATE:New York TOWN OF QUEENSBURY HDD: 7635 BUILDING AND CODE CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO: 0.22 DATE: 04/29/05 DATE OF PLANS:4/20/2005 PROJECT DESCRIPTION: Post and Beam 1 and 1/2 Story DESIGNER/CONTRACTOR: Designer-Brian Hogan Post and Beam Design/Fabrication-Timberpeg East Inc. �q Project Engineer-Roger Feurstein Contractor-McCall Construction u COMPLIANCE: Passes Maximum UA=714 Your Home UA=662 7.3%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Other 279 0.029 8 Ceiling 2: Other 378 0.029 11 Ceiling 3: Other 352 0.029 10 Ceiling 4: Other 462 0.029 13 Ceiling 5: Other 418 0.029 12 Ceiling 6: Other 248 0.029 7 Ceiling 7: Other 336 0.029 10 Ceiling 8: Other 32 0.029 1 Ceiling 9: Other 176 0.029 5 Wall 1: Other 448 0.034 7 Window:TW18310-2: Wood Frame,Double Pane with Low-E 15 0.330 5 Door:FWG12068-4: Glass 80 0.300 24 Window: TW18310-2:Wood Frame,Double Pane with Low-E 15 0.330 5 Window: TW203IOC: Wood Frame,Double Pane with Low-E 9 0.330 3 Window: TW2452: Wood Frame,Double Pane with Low-E 14 0.330 5 Window: TW2452: Wood Frame,Double Pane with Low-E 14 0.330 5 Window:TW203IOC: Wood Frame,Double Pane with Low-E 9 0.330 3 Window: DHT2015: Wood Frame,Double Pane with Low-E 3 0.310 1 Window: DHT2815: Wood Frame,Double Pane with Low-E 4 0.310 1 Window: DHT2815: Wood Frame,Double Pane with Low-E 4 0.310 1 Window: DHT2815: Wood Frame,Double Pane with Low-E 4 0.310 1 Window: DHT2015: Wood Frame,Double Pane with Low-E 3 0.310 1 Window: DHT2815: Wood Frame,Double Pane with Low-E 4 0.310 1 Window: DHP5652: Wood Frame,Double Pane with Low-E 30 0.310 9 Door: FWH50611: Glass 34 0.310 10 Wall 2: Other 448 0.034 12 Wall 13: Other 10 0.034 0 Wall 16: Other 10 0.034 0 Window:A31: Wood Frame,Double Pane with Low-E 6 0.300 2 Wall 17: Other 10 0.034 0 Window: C13: Wood Frame,Double Pane with Low-E 6 0.270 2 Wall 14:Other 10 0.034 0 Window: C33: Wood Frame,Double Pane with Low-E 18 0.270 5 Wall 19: Other 28 0.034 1 Window: A31: Wood Frame,Double Pane with Low-E 6 0.300 2 Wall 15: Other 32 0.034 0 Window: A31: Wood Frame,Double Pane with Low-E 6 0.300 2 Window: C335: Wood Frame,Double Pane with Low-E 20 0.270 6 Door:Entry Unit: Solid 20 0.460 9 Wall 21: Other 84 0.034 3 Door: Sidelights: Glass 6 0.460 3 Wall 22: Other 84 0.034 3 Door: Sidelights: Glass 6 0.460 3 Wall 18: Other 102 0.034 2 Door: FC2150: Solid 18 0.310 6 Wall 3: Other 48 0.034 1 Window: A335: Wood Frame,Double Pane with Low-E 10 0.300 3 Window: A335: Wood Frame,Double Pane with Low-E 10 0.300 3 Door:FWH4068: Glass 27 Q.3,1;0, 8 Wall 4: Other 48 0.034 1 Window:A335: Wood Frame,Double Pane with Low-E 10 0.300 "3 Wall 5: Other 24 0.034 1 Window: A335: Wood Frame,Double Pane with Low-E 10 0:3%, 3 tk Wall 6: Other 24 0.034 1 Basement 3: Solid Concrete or Masonry 20 0.0 6.5 2 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 7.0' Wall 7: Other 169 0.034 4 Floor 1: Slab-On-Grade:Heated 198 6.5 143 Insulation depth:4.0' Window: CW24: Wood Frame,Double Pane with Low-E 24 0.270 6 Window: CW24: Wood Frame,Double Pane with Low-E 24 0.270 6 Wall 8: Other 24 0.034 0 Window: C125: Wood Frame,Double Pane with Low-E 5 0.270 1 Window: C125: Wood Frame,Double Pane with Low-E 5 0.270 1 Wall 9: Other 32 0.034 1 Window: C125-2: Wood Frame,Double Pane with Low-E 7 0.270 2 Wall 10: Other 8 0.034 0 Wall 11: Other 8 0.034 0 Wall 12: Other 32 0.034 0 Window: C335: Wood Frame,Double Pane with Low-E 20 0.270 6 Wall 20: Other 28 0.034 1 Wall 25: Other 208 0.034 6 Window:TW2442:Wood Frame,Double Pane with Low-E 11 0.330 4 Window: TW2442: Wood Frame,Double Pane with Low-E 11 0.330 4 Wall 26: Other 304 0.034 8 Window: C235: Wood Frame,Double Pane with Low-E 14 0.270 4 Window:TW3052: Wood Frame,Double Pane with Low-E 17 0.330 6 Window: TW3052: Wood Frame,Double Pane with Low-E 17 0.330 6 Door:FC2150: Solid 18 0.310 6 Door:FC2150: Solid 18 0.310 6 Wall 27: Other 169 0.034 5 Window: TW3046: Wood Frame,Double Pane with Low-E 15 0.330 5 Wall 28: Other 169 0.034 5 Window:TW3046: Wood Frame,Double Pane with Low-E 15 0.330 5 Wall 23: Other 25 0.034 1 Wall 24: Other 12 0.034 0 Basement 1: Solid Concrete or Masonry 2128 0.0 6.5 172 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 7.0' Basement 2: Solid Concrete or Masonry 27 0.0 6.5 2 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 7.0' Boiler 1: Other(Except Gas-Fired Steam), 85 AFUE Air Conditioner 1: Electric Central Air, 11 SEER 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 sped cation a in compliance with this Code. Builder/Designer f C Date -/ "2�— REScheck Inspection Checklist New York State Energy Conservation Construction Code RES check Software Version 3.6 Release 1 DATE: 04/29/05 PROJECT TITLE: 34 Holly Lane-Hogan Residence Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Other,U-factor: 0.029 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments:Master Bedroom East(12/12 Pitch Assumed) [ ] 2. Ceiling 2: Other,U-factor: 0.029 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments:Master Bedroom West(12/12 Pitch Assumed) [ ] 3. Ceiling 3: Other,U-factor: 0.029 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments: Center Wing East(9/12 Pitch Assumed) [ ] 4. Ceiling 4: Other,U-factor: 0.029 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments: Center Wing East(10/12 Pitch Assumed) [ ] 5. Ceiling 5: Other,U-factor: 0.029 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments: Center Wing West(7/12 Pitch Assumed) [ ] ( 6. Ceiling 6: Other,U-factor: 0.029 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments: Kitchen/Dining Wing West(12/12 Pitch Assumed) [ ] 7. Ceiling 7:Other,U-factor:0.029 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments:Kitchen/Dining Wing East(12/12 Pitch Assumed) [ ] 8. Ceiling 8: Other,U-factor: 0.029 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments:Kitchen Bumpout(4/12 Pitch Assumed) [ ] 9. Ceiling 9: Other,U-factor: 0.029 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments: Sitting Area(2 1/2 X 12 Pitch Assumed Above-Grade Walls: [ ] 1. Wall 1:Other,U-factor: 0.034 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments: lst Floor East Wall [ ] ( 2. Wall 2:Other,U-factor: 0.034 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments: 1st Flloor West Wall [ ] 3. Wall 13: Other,U-factor: 0.034 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments:2nd Floor Dormer 1 North Gable [ ] 4. Wall 16: Other,U-factor:0.034 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments: Dormer 2 North Gable [ ] 5. Wall 17: Other,U-factor: 0.034 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments:Dormer 2 South Gable [ ] 6. Wall 14:Other,U-factor:0.034 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments:2nd Floor Dormer 1 South Gable [ ] 7. Wall 19: Other,U-factor: 0.034 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments:2nd Floor Center Dormer South Gable [ ] 8. Wall 15:Other,U-factor: 0.034 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments:2nd Floor Dormer 2 East Wall [ ] 9. Wall 21:Other,U-factor: 0.034 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments: 3rd Floor Attic South Gable [ ] 10. Wall 22: Other,U-factor: 0.034 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments: 3rd Floor Attic North Gable [ ] 11. Wall 18: Other,U-factor:0.034 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments:2nd Floor Center Dormer East [ ] 12. Wall 3: Other,U-factor: 0.034 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments: 1st Floor Screen Porch Entry [ ] 13. Wall 4: Other,U-factor: 0.034 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments: 1st Floor Sitting Area Extension [ ] 14. Wall 5:Other,U-factor:0.034 { Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments: 1st Floor Kitchen Externsion East [ ] 15. Wall 6:Other,U-factor:0.034 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. { Comments: 1 st Floor Kitchen Extension West [ ] 16. Wall 7: Other,U-factor:0.034 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. { Comments:2nd Floor Pool Room West [ ] 17. Wall 8: Other,U-factor: 0.034 Documentation must be submitted verifying the overall assembly U-factor. { The U-factor must be developed in accordance with accepted engineering practice. Comments:2nd Floor Bathroom West [ ] 18. Wall 9:Other,U-factor:0.034 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments:2nd Floor Attic Storage Dormer West [ ] 19. Wall 10:Other,U-factor:0.034 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments:2nd Floor Attic Storage Dormer North Gable [ ] 20. Wall 11: Other,U-factor: 0.034 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments:2nd Floor Attic Storage Dormer South Gable [ ] 21. Wall 12: Other,U-factor: 0.034 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments:2nd Floor Dormer 1 East Wall [ ] 22. Wall 20:Other,U-factor:0.034 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments:2nd Floor Center Dormer North Gable [ ] 23. Wall 25: Other,U-factor: 0.034 Documentation must be submitted verifying the overall assembly U-factor. { The U-factor must be developed in accordance with accepted engineering practice. Comments: 1st Floor North Wall [ ] 24. Wall 26: Other,U-factor: 0.034 Documentation must be submitted verifying the overall assembly U-factor. { The U-factor must be developed in accordance with accepted engineering practice. ( Comments: 1 st Floor South Wall [ ] 25. Wall 27:Other,U-factor:0.034 Documentation must be submitted verifying the overall assembly U-factor. ( The U-factor must be developed in accordance with accepted engineering practice. { Comments:2nd Floor South Wall [ ] 26. Wall 28:Other,U-factor: 0.034 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments:2nd Floor North Wall [ ] { 27. Wall 23:Other,U-factor:0.034 Documentation must be submitted verifying the overall assembly U-factor. { The U-factor must be developed in accordance with accepted engineering practice. Comments: 1st Floor Sitting Area South Gable [ ] { 28. Wall 24: Other,U-factor: 0.034 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments: 1 st Floor Sitting Area North Gable Basement Walls: [ ] { 1. Basement 3: Solid Concrete or Masonry, 8.0'ht/7.0'bg/7.0'insul, { R-6.5 continuous insulation Comments:Bulkhead Bumpout 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. [ ] 2. Basement 1: Solid Concrete or Masonry,8.0'ht/7.0'bg/7.0'insul, { R-6.5 continuous insulation Comments:Main Basement Including Shop and Storage 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. [ ] 3. Basement 2: Solid Concrete or Masonry, 8.0'ht/7.0'bg/7.0'insul, R-6.5 continuous insulation Comments: Kitchen Bumpout 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. { Windows: [ ] { 1. Window:TW18310-2:Wood Frame,Double Pane with Low-E,U-factor: 0.330 { For windows without labeled U-factors,describe features: { #Panes Frame Type Thermal Break?[ ]Yes[ ]No { Comments: [ ] { 2. Window:TW18310-2:Wood Frame,Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 3. Window: TW203100 Wood Frame,Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 4. Window: TW2452: Wood Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ J Yes [ J No Comments: [ ] { 5. Window:TW2452:Wood Frame,Double Pane with Low-E,U-factor:0.330 { For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 6. Window: TW20310C: Wood Frame,Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 7. Window:DHT2015: Wood Frame,Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No { Comments: [ ] 8. Window: DHT2815:Wood Frame,Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: { #Panes Frame Type Thermal Break? [ ]Yes( ]No Comments: [ ) { 9. Window:DHT2815:Wood Frame,Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No { Comments: [ ] 10. Window:DHT2815:Wood Frame,Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: { #Panes Frame Type Thermal Break?[ ]Yes [ ]No { Comments: [ ] 11. Window:DHT2015: Wood Frame,Double Pane with Low-E,U-factor:0.310 { For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] { 12. Window:DHT2815: Wood Frame,Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 13.. Window:DHP5652: Wood Frame,Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 14. Window:A31: Wood Frame,Double Pane with Low-E,U-factor: 0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 15. Window:C13: Wood Frame,Double Pane with Low-E,U-factor:0.270 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 16. Window: C33: Wood Frame,Double Pane with Low-E,U-factor:0.270 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ J No Comments: [ ] 17. Window: A31: Wood Frame,Double Pane with Low-E,U-factor: 0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 18. Window:A31:Wood Frame,Double Pane with Low-E,U-factor: 0.300 { For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 19. Window: C335: Wood Frame,Double Pane with Low-E,U-factor:0.270 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes ( ]No Comments: [ ) 20. Window:A335: Wood Frame,Double Pane with Low-E,U-factor: 0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] ( 21. Window:A335: Wood Frame,Double Pane with Low-E,U-factor: 0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 22. Window:A335: Wood Frame,Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 23. Window:A335: Wood Frame,Double Pane with Low-E,U-factor: 0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ )No Comments: [ ] 24. Window:CW24:Wood Frame,Double Pane with Low-E,U-factor: 0.270 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 25. Window: CW24: Wood Frame,Double Pane with Low-E,U-factor:0.270 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 26. Window:C125: Wood Frame,Double Pane with Low-E,U-factor: 0.270 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 27. Window:C125:Wood Frame,Double Pane with Low-E,U-factor: 0.270 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 28. Window:C125-2:Wood Frame,Double Pane with Low-E,U-factor:0.270 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 29. Window: C335: Wood Frame,Double Pane with Low-E,U-factor: 0.270 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 30. Window: TW2442: Wood Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 31. Window:TW2442:Wood Frame,Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ) 32. Window: C235: Wood Frame,Double Pane with Low-E,U-factor:0.270 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 33. Window:TW3052: Wood Frame,Double Pane with Low-E,U-factor: 0.330 ( For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No ( Comments: [ ] 34. Window: TW3052: Wood Frame,Double Pane with Low-E,U-factor:0.330 ( For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] ( 35. Window: TW3046: Wood Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ )Yes [ ]No Comments: [ ] ( 36. Window: TW3046: Wood Frame,Double Pane with Low-E,U-factor:0.330 ( For windows without labeled U-factors,describe features: ( #Panes Frame Type Thermal Break? [ )Yes[ ]No Comments: ( Doors: [ ] ( 1. Door:FWG12068-4:Glass,U-factor:0.300 ( Comments: [ ] 2. Door:FWH50611: Glass,U-factor:0.310 Comments: [ ] 3. Door: Entry Unit: Solid,U-factor:0.460 Comments: [ ] 4. Door: Sidelights: Glass,U-factor: 0.460 Comments: [ ] 5. Door: Sidelights: Glass,U-factor: 0.460 Comments: [ ] 6. Door:FC2150: Solid,U-factor: 0.310 Comments: [ ] 7. Door:FWH4068:Glass,U-factor:0.310 ( Comments: [ ] ( 8. Door:FC2150: Solid,U-factor:0.310 Comments: [ ] 9. Door:FC2150: Solid,U-factor: 0.310 Comments: Floors: [ ] 1. Floor 1: Slab-On-Grade:Heated,4.0'insulation depth,R-6.5 continuous insulation Comments:Basement Slab 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 4.0 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. Boiler 1:Other(Except Gas-Fired Steam), 85 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1: Electric Central Air, 11 SEER 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: [ J 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 and cooling 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- [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] 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. [ ] 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. w 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 °F or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pine Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(Fl U12 to I" U12 to 1.25" 1.5"to 2.0" Over " 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 Pine Sizes Piping System Types Ran 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 Below40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only)