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2004-009 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: P20040009 Date Issued: Friday, June 25, 2004 This is to certify that work requested to be done as shown by Permit Number P20040009 has been completed. Tax Map Number: 523400-296-018-0001-038-000-0000 Location: 30 SWEET Rd Owner: HAYES CONSTRUCTION GROUP LLC Applicant: HAYES &HAYES This structure may be occupied as a: By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040009 Application Number: A20040009 Tax Map No: 523400-296-018-0001-038-000-0000 Permission is hereby granted to: HAVES &HAYES For property located at: SWEET 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: FLOYD_SHOVAH Single Family Dwelling $100,000.00 R.D. #1 HADLOCK POND Rd Total Value FORT ANN, NY 12827 $100,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency HAYES CONSTRUCTION GROUP, LLC P.O. BOX 109 GLENS FALLS, NY 12801-0000 Plans&Specifications 2004-009 980 SQ FT SINGLE FAMILY DWELLING $117.60 PERMIT FEE PAID-THIS.PERMIT EXPIRES: Sunday, January 16, 2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date:) Dated at the Town of Queensbury; Friday, January 16, 2004 SIGNED BY //L�— for the Town of Queensbury. Director of Building ode forcement Project Name: BP# cz::: l Address: DuOding Permit Submission R- a Checklist y All items below must be checked either yes,no or not applicable prior to submission of anybuilding permit to the Town of QueensburyBuilding Department. ff any of the below items are lacking,the permit will not be accepted unto such time as the application is deemed complete for submission. 1. Building Permit Application Completed .................................:... ❑no ❑n/a 2. EnergyForm or CheckMate Energy Code Compliance Forms Complete.. yes ❑no O n/a (2 copies) 3. Energy Code Inspector's Report from CheckMate Program.. no n/a (2 copies) 4. Septic application completely filled out(d applicable)........................ W ❑no ❑n/a 5. Solid Fuel Burning or Gas Appliance Form... ..................................Oyes Ono [ —Pa 6. Electrical Inspection Form..._..... �--, Ono EIzz/a 7. Two(2)complete sets of structural drawings............................. ... .... ! Ono On/a a)floor plan;b)foundation plan;c)cross sections:.d)elevations; e)window and door schedule 8. Two(2)site plans showing location of the structure to be bunt,............ Qno On/a location of well or water lines,location of septic system or sewer lice. 9. Setbacks from property lines to new structure................................ Qno On/a 10. Setbacks to neighbol-ing wells and septic systems,including onsite well... Ono Qn/a and septic systems(if applicable) / 11, DrivewayPermit.................. ... ...... ................................. ..... Ono On/a Date: Staff Initial: LASucFkan ngwra\T5—A ngl'emut.FOFMS\Generic CLecklist.doc January 28,2003 r� Check Residential Plan Review: One&Two Family Dwellings Y/N/N/A V (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 Above/Below grade,5.7 sq.ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Hei t above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans j 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 Required Iee and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway.Headroom 6' 8'All Stairs 36"Width Y j' Stair Run and Rise y Winder Run and Rise /U/ Spiral Not Allowed From 2 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 i Garage Fire Separation Garage Floor Sloped Attic Access j 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 Town of Queembury 742 Bay Road, Queensbury,NY 12804 -'ft- 1 Building & Code Enforcement Bui1aingPermit# phone:(518)761-8256 Date- Fax: (518)745-4437 Email: co&s@queembury.net Dear r Your bwldmgpermd application has been zcvkwed and found to be defickatin the following areas: VeS �' ©rl �' aik (r Ali V/6 "a fib'& C ,, Ajew /,L'' s — WmAw -Or, 4w, M,)bl Xe- 4emgecd I(AeY IJ4,, &g- 3 Zhese details need to be added to or noted on both sets ofPb. Please fee}free to contact this office with any questioTs regarding this matter. sincerely, BUILDING&CODES OFFICE L:SnetiemingmyWuoin&rcmiit.FORMSWefimentbuMM9permAha2003=doe • • mom- Richard A.klissita HIGHWAY K9h%M Superintendent EPRTT Home(518)798-5127 742 Bay Road • Queensbury,NY 12804 Michad F.. Travis Deputy Highway Superintendent WicePhone: (f18) 761-8244 (518)798-0413 Fax: (518) 745-4466 DRIVEWAY PERMIT Q�J�v QQ DATE: A APPLICANT NAME: t C17TLa v"' TELEPHONE NO.: ADDRESS TO BE INSPECTED: /tom MET RETURN ADDRESS: ���7 16 AP , C. &Y 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 1: ( )Preliminary Approval NEED: ( )Slight swale ( )Level with the road ( )Deep Swale Size pipe to be used(if necessary) ( )12" ( )15" ( )IS- ( )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 Building Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Queei sbury,NY (518)761.8256 A permit must be obtained before beginning construction. Permit File No. `� No inspection will be made until applicant has received a Fr Paid valid building permit. All applicants' spaces on this Roe.Fee Paid $ application must be completed and must appear on the Reviewed By: application form. Applicant: W-A-(ee7 C 6'TILUc il, Owner: A ijIF Address: 345; 1�j& AXY �, Address: v O Phone#(!j.W) - ciIi Phone#(") AnI (J g 2004 Property Location: Lot Number: / House Number / we-e " 1NN OF()UEENSBURY SubdivisionName: Tax Map Number: DING AND CODE <New Building: �AEie /commercial 'Estimated Market Value of Construction: $I QQ4 DC> o Addition: / commercial If an Addition,what will use of new addition bet c] Alteration: residence/ commercial 0 No change to exterior size: residence/com'1 cl Other work(describe Check OccupancyInformation 1' Floor 2° Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet Single ftalil dwellin p a Two AR2jlZ dwelling a Townhouse a Multifamily dwelling #of units o Office a Mercantlle o Manufacw1in a 1 car detached garage n 2 car detached garage a 3 car detached garage O 1 car attached garage a 2 car attached garage a 3 car attached garage • a Storage building- commercial o Storage building- residential o Other What is the proposed height of the structare feet b inches Will any second-hand or ungraded lumber be used? If so,for what? t�m Type of Heating System: electric/ oil wood / creed hot a / baseboard/other: Number of Ftrevlages to be installed �_ Number of Woodstoves to be installed 0 List below the person(s)responsible for supervision of work as regards to building codes: - —- - —Name- --Address - - — Phone Number Builder '7�12—Q 1Z Plumber Mason Electrician Declaration; please sign below after you have,careflilly read the statement: To the best of my knowledge the statements contained in this 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 Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that Uwe shall submit,prior to a Certlficate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of B ' g and Codes,an As uilt Survey by a licensed surveyor;drawn to scale,showing actual location of all as onstructi n. Signature: owner,4 cer'si9e)n architect,contractor Application for Permit :-Septic Disposal System Town of Queensbury 742 Bay.Road Queensbury,NY 12804 (518)-761-82S6 1. OWNER INFORMATION: .........................................:.....:..................._.,............................,..,,............ .,.. Office Use Location of installation: 51,jeor D � File Permit No. � Tax Map No. Owner's Name: j- '�E S C�5-T9,,�GT1 oY.� Fee Paid Address: i � 2. INSTALLER'S NAME : �-{�'�YiES Gail�"i PHONE N0. �i 2,--�t/` Z_ 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 El= 1980 or older x 150 gaUbdrm = L 1980—1991 x 130 gaAdrm = 1991—present i x 110 gal/bdrm = Garbage Grinder Installed yes_ I no Spa or Hot Tub Installed yes I no , 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) To-ooeraohv Soil Nature Ground Water Bedrock or IMRgr3jous Material Domestic Water Su 1 l ' r liffat what depth at what depth unici Rolling �1 O 'feet `�' feet we Steep slope clay if well;water supply !%slope other from any septic-system depth: absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: oa =4-0 minute per inch 5. ' PROPOSED SYSTEM: For New Construction: 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. Septic Tank: 0 0 gallon(min. size 1,000 gal) Tile Field: each trench f t. Total System Length: C) ft. Seepage Pit(s): number of size of each: ft, by ft, Size�f Stone to be used: # / depth or thickness feet. Bed System Size: x Alternative System: length andlor 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. 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 applicant,shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Que ry Sanitary Sewage Disposal Ordinance. Signature&resp s-ible person Elate • � ;'1'cstvit •af C�tstaz�ts�lsui-�► �St:tivt:r:•c sslttl 5t:tvit�;c; I)ixj>cl�stl t:l�sitstt•:• Appi-mlix t, ! . ' fi1�:1'n It�1.'1'1WIN It�rtZt,3�1tI�h]I�li�'1`� . l ........� � .ram.., ...�..«.�.+.+.+.+... .«. ' '1141TtIT t:J�s!►l� '•••• �T"�,.. fif it'/4�! . •� 0-1 J • wlr7'rw�.� ,4/ *�Nu•rrrrsr 1� t 1 T 1>,t!Y11 toil i(tf t � r ' �,crnrctia s • Rohn ,....r r 7. Si�I'�,A.'�'CJ�i.`� �&g1NF��t1�I1�'i�t'S�I�C�3��:�?'Vl�l�t�s�,sr-,�r.�,,.�v�,�±,�.,...N..:; ••+� ,.,,,' Residential Final Inspection Office No. (518) 761-8256 Date Inspection re c iv Queensbury Building&Code Enforcement Arrive: ':,, m/ e art: .- a m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: P vIIT#: LOCATION: _ Q���A ATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof Roof Complete Guard 30 in. or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate AR Gas Valve shut-off exposed/regulator 18"above rade Gas Furnace shut-off within 30,ft. or within line of site Oil Furnace shut-off at entrance to furnace area Fiumace/Hot Water Heater operating - -Low water shut-off boiler Relief Valves installed Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwell safety glazing Interior Smoke D ctors: Every level: V I very Broom: / Outside every bedroore a: J Inter Connected: / Batter backu : Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor miss,draft stop in finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 3/4 hour fire door/door closer Garage fireproofing Duct work Sealed properly Attic access 30 in.x 24 in.x 3 � j 0 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s ,ft.-150 s . ft.vents Building No.!Address visible from road Final Electrical . Site Plan /Variance re uired Final Survey Plot Plan As Built Se tic S stem! gs, 14� er Flood Plain Certification,i re uired Okay to issue C/C Cert.Of Compliance) Oka to issue Tem ora C/O Cert. Of Occu ancy) Okay to issue Permanent C/O(Cert. Of Occu anc L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Ins rm )c ited January 28,2003 TOWN OF QUEENSBURY BUILDING& CODE ENFORCEMENT 742 BAY ROAD QUEENSBURY NY 12804 (518)745-4447 ARRIVE: DEPART: INSP: FINAL INSPECTION REPORT COMMERCIAL ------ MULTIPLE DWELLING (hotel, motel, apt. complex) DATE INSPECTION REQUEST nRECEIVED: NAME LOCATION (� X DATE U PERMIT # ��()Q9 TYPE OF STRUCTURE FOOTINGS _BACKFILL_ FRAMING_ PLUMBING_ INSULATION N/A YES NO CHIMNEY "B" VENT HEIGHT PLUMBING VENT FIXTURES ROOFING EXTERIOR FINISH HEATING HOT WATER RELIEF VALVES FLOORS FOUNDATION INSULATION INTERIOR STAIRS RAILINGS STOCKROOM ENCLOSURE FIRE DEMISE WALLS PENETRATION FIRE DAMPERS CEILING FIRE STOPPING FIRE DOORS CLOSERS EXIT DOOR HARDWARE EXIT STAIRS/RAILS PLATFORM ELEVATOR HANDICAPPED ACCESS HANDICAPPED BATHS HANDICAPPED PARKING FINAL ELECTRI SITE P VARIANCE RE . (�y F AL SURVEY PLOT PLAN IF RE OK TO ISSUE C/O OR C C p MAP REFERENCE: MAP OF A SURVEY MADE FOR JOYCE T. 5HOVAH BY, VAN DU5EN + 5TEVE5 DATED, MARCH 13. 1987 SWEET ROAD i F S87027'07RE 74.90' VS RECEIVED 7 JUN 16 2004 G.8G' PORCH w TOWN OF QUEENSBURY 4-1 a BUILDING AND CODE w v Q, z ti ° FENCES 0.85"---�I HOU5E ENCROACH AREA 1.25'�\ 5,986 sq.ft. ° cc LANDS N/F OF o 0.14 acres 5.39' LOYA iM o 0 20.44' ° cp ., 00 20.11' — ch L9 N 2 cV l N � 1 CI 1 STORY ° LANDS N/F OF WOOD FRAME McKINNEY HOUSE w° z J w U Z W J Q PATIO z ° 1 HEREBY CERTIFY THAT THI5 MAP WAS PREPARED 0 FROM AN ACTUAL FIELD SURVEY. THIS GERTIFICATION SHALL RUN ONLY TO THE PER5ON5 FOR WHOM THE SURVEY WAS PREPARED. AND ON THEIR BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY FENCE ENCROACHES 2.5' ° AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL 74. 761 INSTITUTIONS OR SUBSEQUENT OWNERS. N87027'00"W CERTIFIED TOl STEPHANIE E. ATAMANCHUCK LANDS N/F OF UNITED GENERAL TITLE INSURANCE COMPANY LOYA FENCE LINE ❑ C. •�' �4F�E — � l ❑ ❑ ❑ ❑ ° ❑ ❑ ❑ G i LANDS N/F OF CERTIFIED __-- MATTHEW C. STf 5 60135 BLACKMER DATEDs MAY 2G. 2004 �'�' Dauer JANUARY 5, 2004 DuS 'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY Scale 1'-10' MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A Map of a Survey made for VIOLATION OF SECTION 7209,SUB-DIVISION 2,OF THE NEW YORK STATE EDUCATION LAW.' S 'ONLY COPIES PROM THE ORIGINALTHEOP 5U SURVEY MAR/.ED WITH AN ORIGINAL OF THE LAND SURVEYORS ry SEAL SHALL�CONSIDERED TO BE VALID TRUE COPIES.' 1 'CERTIFICATIONSSSURYWA INDICATED HEREON SIGNIFY THAT Stephanie E . At a m a n c h u c k j EASTINNG�Of PRAcm�FORALLANND SURVEYORS s THE • 3 G-11-04 D15TANCE TO HOUSE NOT PATIO Land Survey ors ElyLA THE NEW ORS. STATE ASSOCIATION OF SHALL RUNS ONLY LAND SURVEYORS.SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR YMOM THE SURVEY IS PREPARED,AND 2 5/2G/04 HOUSE LOCATION SWEET I OF 1 ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUITION LISTED HEREON.AND Town of Quee�nsbury, Warren County, New York 169 Haviland Road Queensbury, New York 12804 TOTHEA55IGNEE5Or THE LENDING IN5TRIfTION.' 1 2/01/04 ADDITIONAL LOCATION HAYE5 GROUP (518) 792-8474 New York lAc. No. 50135 1 1 1 NO. I DATE DESCRIPTION DWG. NO. 8GG10—G C1128 71-3-2/29G.18-1-38 9 Queensbuly Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 U G Arrive: '�' a De '�E and Date Inspection request received: — Inspectors Initial . NAME: A . � IT#: �W r 'QQ l LOCATION: ATE: TYPE OF STRUCTURE: -� Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in. or more stairs, decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Slieetrock Underside minitnum %" Gypsum Grade awa •from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18" above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detec rs: Every level: / Every Bed oom: Outside every bedroom ea: Inter Connected: .7 / Battery backup: Carbon Monoxide Detector _ Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss, draft stopping finished basement 1,000 sf Emergency egress below grade 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 Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, I s . ft.-150 s . ft.vents t) Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent] L:\PamW\Building&CodesUnspection Formsaes. Final Insp. form 2.docLast printed 2/12/04 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: f Queensbury Building&Code Enforcement Arrive: am/p�n mlpm 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initials: J NAME: ', E r"3 PERMIT NO.: V 0J 9 LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Watery 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: 1 i in Siz Type IUC6 r �� Building to tank G� Tank to Distributton Box Distribution Box Aield/Pit Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. Se aration of Pits Conforms as per Plot Plan Y N � � J O 1 L! Locatio stem on Property: UFrontRear Left Side Right Side Front .Middle Rear c2K I Q C-6 U&K System Use Status- Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:''SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 1Gt- am/pm Depart: am/pm 742 Bay Rd., Queensbuly,NY 12804 Inspector's Initials: V-1- 0 NAME: 4 ej kv PERMIT NO.: - � LOCATION: INSPECT ON: 3 RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay T e of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: $, 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 Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation aration of Pits ft. Conforms as_per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Approved Dartial Approved and needs to be re-inspected,please call the Building&Codes Office isapproved LASueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: 13s am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: Of /_ NAME: i PERMIT NO.: 0 - 47tU� LOCATION: INSPECT ON: 3 RECHECK: Comments and/or diagram Soil Type: San Clay Type of Water: unici /Well Water Waterline separation distance /D 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 2 See a e Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box S/" JDVZ Distribution Box t ield/Pit el., J�w2 Opening Sealed N/Partial Location/Separations Foundation to tank Foundation to absorption. ft. Separation of Pits Conforms as_per Plot Plan Y N Location of System on Property: ront 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 LASueHemingway\3uilding.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. q� Main Office 176 Doe Run Road-Manheim,PA 17545 �f o MUNICIPAL CERTIFICATE -'ELECTRICAL APPROVAL '��9 Permit No................/..�......................Cert. NO 6092 Cut-in Card No..................................... Owner............... f! ....... ......................................................../. ..................... ........... Location......a..cSJ., �+,..,.�..�...���........................„...�.......................[ f�', .................... 47 Install ion Consistingof..-3 Ll `�.� i2�' �'".. .............. �9 ... �....... : .I..........J................. .................................................................f.................. ����.A...... ................................................................................................................. Installed By......P:�.�.�.. ' ..............................................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 maki i pections at any time, and if its rules are violated,the Company shall have the right to k/Ihce ficat Date...� � .�...................... INSPECTOR................. ................................................................. Member N.EP.A..I.A.E.I. Rough Plumbing / ID.sulation Inspection Report C Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p epart. am/pm 742 Bay Road, Queensbuiy,NY 12804 Inspector's Initials: NAME: � PERMIT#: ®• `®� LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent I Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One &Two Family Insulation/Residential Check/Commercial Check Proper Vent, Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace ilct Work Sealed Properly COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p art: Ij am/pm 742 Bay Road, Queensbury,NY 12804. Ilispector's Initials: NAME: po �7 PERMIT#: LOCATION: INSPECT ON: Z v TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial C Copper, CPVC,Pex One &Two Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Work Sealed Properly COINIMENTS: L:\SueHemingwa3ABuilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: �am/pm 742 Bay Road, Queensbuly,NY 12804 Inspector's Initials: NAME: if 0 PERMIT#: LOCATION: INSPECT ON: Z3 TYPE OF STRUCTURE: N N/A PVC: R-1,R-2,R-3, R-4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place R ugh Plumbing/Nail Plates ead or Air Supply Test Drain and Vents (,� P(�C�u-'.^5 PSI or 10 ft. above highest d (/ C Connection for 15 minutes _ titer Supply Piping - -- — �S L C C er Commercial Co per, PVC;Pex One &Two Family _ Ins Residential Check/Commercial Check ?��� �L������ �-20(✓� Proper Vent, Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces — Combustion Air Supply for Furnace Duct Work Sealed Properly / v O COMMENTS: Fi r-w62 U\SueHemingway\Buil ding.Codes.inspectionTORMS\Rough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing /Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm art _Z vam/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: _ PERMIT#: `✓ �� LOCATION: ('-) A �F Q� «' INSPECT ON: r r L TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates H�rain Air Supply Test �Y ��and Vents /1, r C l Aj 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One &Two Family 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 COMMENTS: ASueHemingway\Bui I ding.Codes.Inspecti on,FORM S\Rough Plumbing Insulation Report.doc January 28,2003 f. Foundation Inspection Report Z p� Office No. (518)761-8256 Date Inspection re es ec ' e Queensbury Building&Code Enforcement Arrive: p Depart: a ni 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: P RMIT#: (� LOCATION: _ SPECT ON: . TYPE OF §T CT : Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing 4% for 48 hours following the placement - - - - ; of the concrete. Materials for this purpose on site. ' Foundation/Wallpour �E Reinforcement in Place u �� 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 �C Backfill Approval Plumbing Under SIab i PVC/Cast/Copper Fo tion Insulation Interior Exterior 6` J 7— Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection,FORMSToundati on Inspection Report.doc January 28,2003 � �l Rough Plumbing / Insulation Ins�pec on Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm D am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: , C ;!� J NAME: �u�+�-" ' � PERMIT#: LOCATION: c INSPECT ON: �� TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumb' g Vent/Vents in Place ugh Plumbing/Nail Plates T TA ad or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One &Two Family 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 COMMENTS: •L:\,SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 141L-tCY Framing /Firestopping Inspection Report a Office No. (518) 761-8256 Date Inspection request ce:1 Queensbury Building&Code Enforcement Arrive: a pm e =�a1 742 Bay Road, Queensbury,NY 12804 Inspector's Initial r NAME: ° � PERMIT#: LOCATION: 3U � � INSPECT ON: cJ - TYPE OF STRUCTURE: Ss7.�1 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 'f _ 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 = �D\ 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 -17'Irestopping 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 LASueHerningway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection req t ecei Queensbury Building&Code Enforcement Arrive: a %p mart: ` �,�i a p� 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initlsy' NAME: PERMIT#: U o LOCATION: INSPECT ON: TYPE OF STRUCTUR : Y N N/A COMMENTS aming LuG "j A 1 Jack Studs/Hea ers 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 trusses01 ` Anchor Bolts 6 ft. or less on center 1 _ 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:\SueHemingway\Building.Codes.Inspection.FORNIS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection req recei j Queensbury Building&Code Enforcement Arrive: p 742 Bay Road, Queensbury,.NY 1.2804 Inspector's Init• Is- NAME: l�l c w'`�S —� a/j PERMIT#: t �l LOCATION: :3�). o INSPECT ON: TYPE OF STRUCTURE: Framin Y N /A COMMENTS VIA- g C tuds/Headers --)Bracing/Bridging ----p3oist hangers Jack Posts/Main Beams �J 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 r Anchor Bolts 6 ft, or less on center Ice and snow shield 24 inches from wall C3S F_I✓iCtJT �L�p� \UF Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping �f\LLB --V-D C�E�Ft Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 11/2 inch or 5/8 inch Type X v 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 LASueHemingway\Building.Codes.Inspection.FoRMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing/ Firestopping Inspection Report Pit, Office No. (518)761-8256 Date Inspection requ r eiv O Queensbury Building&Code Enforcement Arrive: a pm e rt: ' pm 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initi s- NAME: C�� PERMIT#: � LOCATION: Q INSPECT ON: 3 e/ TYPE OF STRUCTURE: 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 %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 ce and snow shI 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:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection re st eiv Queensbury Building&Code Enforcement Arrive: p Depart: rai 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initi 1 NAME: ' ERMIT#: L � LOCATION: ( INSPECT ON: TYPE OF STRUCTURE:.�1 Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab. Bac ' 1 Approval (�� J numbing Under Slab v PVC/Cast/Copper .,Y,oTndation Insulation Interior/Exterior �� AVUa--V V Ro gh Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 Foundation.Inspection Report Office No. (518)761-8256 Date Inspection request received: A0 to Y Queensbury Building&Code Enforcement Arrive: ►3t) am/pm . Depart: am/pm . 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: . NAME: ' o— PERMIT#: � O LOCATION. ,�� in 1 INSPECT ON: 6 TYPE OF STRUCTURE:' Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing s for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place o a 'on Dam roofin Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump. Footing Drain Stone: 12 inch width 6 inches above footing 6 mi areas under slab c i -A ro Plumbing Under Slab ;r PVC/Cast/Coppert,` Foundation Insulation Interior/Exterior '' rJs3tG�e /V CO Rough Grade 6 inch drop within 10 ft. nbhs L:1SueHemingway\Building,Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 i! Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: 7/0 � Queensbury Building\&Code Enforcement Arrive: - ''''�am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: S cf- �{w 7�E\ S PERMIT#: 200 L� LOCATION: o Cam,r PiTC> 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 Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing ype ampproofin /Waterproofing f �.; 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. LASueHemingway\Building.Codes.InspectionTORMSToundadon Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: a& am/pm Depart: am/pm 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initials: NAME: r`y i ,p c,� ej PERMIT#: 6j -•CYO LOCATION: t .3 0 le,.W 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 Reinforcement in Place Foundation Dampproofing Vol' �1 VA//-" hv� Foundatione ro/Waterproofing rp offing .r l n Type of Dampproofing/Waterproofing G L / �� %i'f✓�4 ctc� Footing Drain Daylight or Sump Footing Drain Stone: / / 12 inch width !�-2T (.�e G4 6 inches above footing 6 mil of 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.Inspection.FORMSToundation Inspection Report.doc January 28,2003 1 Rough Plumbing /Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: / Queensbury Building&Code Enforcement Arrive: arn/p art: m/pm /�C 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: �� LOCATION: INSPECT ON: LLD (� TYPE'OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping �2 Copper Commercial �C✓'(��/��C �7 er, CPVC,Pex One&Two Family ' lsulation/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 iC01VIMENTS: L:\.Suet-Iemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection rZeeQueensbury Building&Code Enforcement Arrive: aDepart: a 742 Bay Rd., Queensbury,NY 12804 Inspector's InitioNAME: P r �/ LOCATION: INSPECT ON: r _ TYPE OF STRUCTURE: Comments Y N AINIA_ \ 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 Dampproofmg/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. LASuel-Iemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re est r cei ) Queensbury Building&Code Enforcement Arrive: m/pm epart: a 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia s f' NAME: �� � '"7 C�=s .� � a PERMIT#: �- LOCATION: ` ��., �. � , i INSPECT ON: 7 TYPE OF STRUCTURE: Comm nts Y N N/A Footings h 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. ningway\Building.Codes.InspectionTORMS\Foundation Inspection Report.doc January 28,2003 EEL I J Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoflware Version 3.5 Release Ic Data filename: C:\Documents and Settings\Dan Ryan\My Documents\Hayes Construction Group\Projects\30.Sweet Rd\sweetrdranch.rck TITLE: Sweet Road Ranch COUNTY:Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached I or 2 Family HEATING TYPE:Non-Electric DATE:01/16/04 DATE OF PLANS: 1/14/03 PROJECT INFORMATION: �QF NEB[/Y 30 Sweet Road CO�Q' � 2 � COMPANY INFORMATION: Hayes Construction Group — p tu COMPLIANCE:Fails OA o. p60 0FES S Maximum UA=235 R 1 VA Your Home UA=318 35.3%Worse 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 400 30.0 0.0 14 Ceiling 2:Flat Ceiling or Scissor Truss 302 30.0 0.0 11 Wall 1:Wood Frame, 16"o.c. 972 19.0 0.0 41 Window 1:Vinyl Frame:Double Pane 274 0.470 129 Door 1: Solid 20 0.069 1 Wall 2:Wood Frame, 16"o.c. 352 19.0 0.0 15 Window 2:Vinyl Frame:Double Pane 15 0.470 7 Door 2: Glass 80 0.470 38 Basement Wall 1: Solid Concrete or Masonry 500 11.0 0.0 32 Wall height: 7.8' Depth below grade: 6.8' Insulation depth:7.8' Floor 1: Slab-On-Grade:Unheated 44 10.0 30 Insulation depth:4.0' 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,su lans or specifications are in compliance with this Code. Builder/Designer Date o a.>.r--I REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc DATE:01/16/04 TITLE: Sweet Road Ranch Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R 30.0 cavity insulation Comments: [ ] 2. Ceiling 2:Flat Ceiling or Scissor Truss,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: Basement Walls: L l 1. Basement Wall 1: Solid Concrete or Masonry,7.8'ht16.8'bg/7.8'insul, R-I1.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane,U-factor:0.470 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 2. Window 2:Vinyl Frame:Double Pane,U factor: 0.470 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor:0.069 -Comments: [ ] 2. Door 2: Glass,U-factor:0.470 Comments: Floors: [ ] 1. Floor 1: 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 4.0 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. 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 i 3" clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identfication: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-11. ( ] I Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] I Supply ducts in unconditioned spaces must be insulated to R-11. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I .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). [ ] I 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. [ ] I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. i Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ l I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I 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. I Service Water Heating: [ ] I 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. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: L ] I 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. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF 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 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( ) 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) 04- oo `j Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoflware Version 3.5 Release lc Data filename:C:\Documents and Settings\Dan Ryan\My Documents\Hayes Construction Group\Projects\30 Sweet Rd\sweetrdranch.rck ��CEI �9 TITLE: Sweet Road Ranch FEB 2 3 200& COUNTY:Warren OF QUEENSWRY STATE:New York BAN p�N�pNp CODE HDD: 7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:02/23/04 DATE OF PLANS: 1/14/03 PROJECT INFORMATION: 30 Sweet Road COMPANY INFORMATION: Hayes Construction Group NOTES: Modified for shallow frost protected footings. COMPLIANCE:Passes Maximum UA=283 Your Home UA=277 2.1%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 400 38.0 0.0 12 Ceiling 2:Flat Ceiling or Scissor Truss 293 38.0 0.0 9 Wall l:Woad Frame, 16"o.c. 972 19.0 0.0 41 Window 1:Vinyl Frame:Double Pane 274 0.360 99 Door 1: Solid 20 0.140 3 Wall 2:Wood Frame, 16"o.c. 352 19.0 0.0 15 Window 2: Vinyl Frame:Double Pane 15 0.360 5 Door 2:Glass 80 0.360 29 Basement Wall 1: Solid Concrete or Masonry 500 11.0 0.0 32 Wall height: 7.8' Depth below grade: 6.8' Insulation depth:7.8' Floor 1: Slab-On-G -Heated 44 10.0 32 Insulation dep 2.5' Furnace 1:Forced of 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 co ance this Code. Builder/Designer Date OF NEB C-9 pP Ryq 0 cc 4 0. 0 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc DATE:02/23/04 TITLE: Sweet Road Ranch Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: [ ] I 2. Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: [ ] I 2. Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Basement Walls: [ ] I 1. Basement Wall 1: Solid Concrete or Masonry,7.8'ht/6.8'bg/7.8'insul, R 11.0 cavity insulation Comments: i Windows: [ ] I 1. Window 1:Vinyl Frame:Double Pane,U-factor:0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 2. Window 2:Vinyl Frame:Double Pane,U-factor: 0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: I Doors: [ ] I 1. Door 1: Solid,U-factor: 0.140 Comments: [ ] I 2. Door 2: Glass,U-factor:0.360 Comments: I Floors: [ ] I 1. Floor 1: Slab-On-Grade:Heated,2.5'insulation depth,R-10.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 2.5 ft.OR down to at 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. I Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air, 92 AFUE or higher Make and Model Number I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a I 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R values,glazing U-factors,and heating equipment efficiency must be clearly marked on I the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] I Supply ducts in unconditioned spaces must be insulated to R 11. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics I (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in.w.g. (500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code of New York State,the Residential Code of New York State or I the New York City Building Code,as applicable. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% I of the heating energy is from non-depletable sources. Pool pumps require a time clock. b [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. 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" 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 HYAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range( ) 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) 4 �_�- ',�► Ill • , ie U9n0 4 (' 4U W SBU RG.r t , C S � fit I , ''2 070E -. 741 9©1 4: k it Lv rktN � u7 tG r 11 f Zm►d'�0,eG I i W - � N �. cm iN r1t�,L� fi � 'arty r 1 v ci7`YCvr+L► � 11 . A U0 Ljlg� ..t , WAU )'fie 4 777 r , n c� ,l 'r 74.761 .. N87 27100 W t y January 16, 2004 Daniel W. Ryan, P.E. Hayes Construction Group 395 Big Bay Road Queensbury, NY 12804 Town of Queensbury Building &Codes Department 742 Bay Road Queensbury, NY 12804 RE: Building Permit Application for 30 Sweet Road We are pleased to submit the following percolation test results for the above referenced project. The percolation test was performed on the afternoon of November 25, 2003. Location Percolation Rate Sweet Road 2min.-40sec.fin. Please do not hesitate to call if you have any questions. I can be contacted at 792-9142. Thank you for your time and consideration in this matter. Sincerely, � Daniel Ryan, P.E. pF NEIN�P� L RyY0 l .fit • . W ROFss S�O\A